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Permit 5282 - North Hill Apartments - New Building A
, CITY OF TUK ILA Central Permit System ( Coriatrol No Permit No. 52?Q - ay_p FINAL APPROVAL FORM TO: LI Building LI Planning 0 Public Works Nt,Fire Dept. 0 Police 0 Parks/ Recreation I Project Name / . ,„; ;2' Address 1f36( - - je.) r Type of Permit(s) /IC 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: ( ( ) ( ) ( ) ( ) ( ) ( ) ( ) it 1 • 5•3I7 r' A --1.e <7.7+* zi 5 ( .—) /7'1,4 i i(7- • 1 . 7) ;1 l'i-L3`t , n • (.72'cr c 1(-/ ( e C(4. ) N ('1 \%. Authorized Signature Date This project is approved by this department: Authorized Signature 3o 7 Date CPS Form 3 CITY OF TUKWILA f« Building Division 41 6200 Southcenter Btilevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT Work to be done New Apartment Building Site Address 5820 Southcenter Blvd. Building Use Apartmentc Property Owner Gencor. Inc. Address 11801 N.E. 160th St.. Suite G, Bothell, WA Contractor Gencor. Inc. (Owner) Address iif301 N.F. 160th St.. Suite G. Both 1. WA PERMIT # S-2 Y:2- Control # 88 -068 (512) Bldg #A Suite # Tenant North Hills Apartments Assessors ccount # 115720- 0351 -00 Phone # 488 -1197 FOR BUILDING PERMIT ONLY Approved for issuance: S Ft. Sq. • s'Tt —F1 Office Storhi s warehouse Retail Other IOcc. Load 2nd F1. 3rd Fl. Total Fire Protection: ( Sprinklers (] Detectors Zoning RMH Type of Construction V -1hr Zip 98011 Phone # 488 -1197 Zip 98011 Date: (,- Fees sq. ft. e 1st F1. S sq. ft. • _ 2nd F1. S sq. ft. a other S sq. ft. B other S Total Valuation of Construction S 365.404 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt F .3C. `(8 $ 1570.00 Receipt CIE S 020.00 Receipt # S Receipt # •? ff S 18.50 Receipt i S Receipt # S S 2,608.50 Special Conditions Additional trees required south landscape plan. FUR SIGN PERMIT ONLY face of buildings A and B per approved Permanent Ej Temporary E] Single Face Q Double Face C1 Wall Mounted ❑ Free Standing 0 Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECuMES NULL AND VOID IF WORK 00 CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, ON IF CONSTRUCTION OR NORK IS >.:,E%0EO JR ABANDUNtU Full A PERIOD OF 180 GAYS AT ANY TIME AFTER WORK 15 CDTBIENCEO. I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAIL TO BE TRUE AND CONNECT. ALL PROVISIONS OF LAWS ANU ORD:rAtiCES GOVERNING THIS TYPE OF WORK WILL SE COMPLIED WITH WHETHER SPECIFIED HEREIN ON NOT. THE GRANTING OF A PERMIT GOES NOT PRESUME to GIVE ,0 VIOLATE OR -ANCEL T PROV SIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCT THE PERFORMANCE OF CCNSTRUCT: N. Signed Date LICENSED CONTRACTORS DECLARATION As Contractor (signature) I hereby affirm that I mm 11 Sad and pro dons of the Business and Professions Code. a/.04% G �.y i a is in full force and effect. . _ .✓_ ., >�� ,—?- pate OWNER- BUILDER DECLARATION ( 1 I. as Owner of the property, Or my employees, with wages of their sole compensation, will do the work, and the structure is ^0t offered for sale. ( 1 1, AS owner of the property, am exclusively contracting with licensed contractor's t0 construct the project. Owner (signature)_ ___, pate ■ CITY OF TUKWILA Building Division• 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1846 BUILDING PERMIT Work to be done New A•artment Buildin Site Address 8 0 Southcenter Blvd. Building Use Apartments Property Owner Gencor. Inc. Address 11801 N.E. 160th St.. Suite Gs Bothell, WA Contractor GPnror. Inc. (Owner) Address PERMIT 4 Control 0 88 -068 (512) • A uite enant North Hills Apartments Assessors A count # 115720- 0351 -00 Phone 0 488 -1197 Zip 98011 Phone # 488 -1197 Zip 98011 I 1 FOR BUILDING PERMIT ONLY Approved for issuance: Date: (. - Sq. Ft. S Znd Ff. 3rd FT . Office Storage/ Warehouse Retail Other IOcc. Load ota Fire Protection: ( Sprinklers (J Detectors Zoning RMH Type of Construction V -1hr_ TOTAL Special Conditions Additional trees re landscape plan. sq. t. st sq. ft. 0 2nd Fl. $ sq. ft. 0 other S sq. ft. 0 other S Total Valuation of Construction S365.404 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other FUR SIGN PERMIT ONLY Receipt 0 .36`6, 51570.00 Receipt 0iTgal S1020.00 Receipt 0 S Receipt 074,-,6g S 18.50 Receipt 0 S Receipt # $ 2,608.50 uired south face of buildings A and B per approved 1 0 Permanent. 0 Temporary 0 Single Face Q Double Face [] Wall Mounted Q Free Standing 0 Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECuMES NULL AND VOID IF WORK 011 CONSTRUCTION AUTHORIZED 1S NOT COMMENCED WITHIN 1S0 DAYS, CO IF CONSTRUCT1ON OR 400s 15 i.:,:Es0E3 JR ABAhDONtU EUR A PERI00 OF 1110 OATS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EKAMINED THIS APPLICATION AND KNOW T4E SAME TO SE TRUE ANO CORRECT. ALL PROVISIONS OF LAWS ANU ORO:Na'CES GOVERNING THIS TYPE OF WORK WILL SE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. TIE WANTING OF A PERMIT DOES NOT PRESUME TU GivE A„'AORtT' 'u vIOLATE OR ANGEL Ty( SIONS OF AMT OTHER STATE OR LOCAL LAW REGULATING CONSTRUCT THE PERFORMANCE OF C :NS'auCT:)N. !� ✓ Date LICENSED CONTRACTORS DECLARATION l hlre0y affirm tha 1 ��prOt�j Ohs Of tM Cosiness MY�fMS1pNS C001, an?, fC ! IS 14 full fOrCe and effect. Contractor (signature) /� L 1 (,/y�s� Y z7,- Date OWNER - BUILDER DECLARATION ( ) 1, as owner of the property, or •y an010yees, with raps as their sole comgensation, will do the work, and the structure 11 ^rt " '• le Were() for sale, ( I I, as owner of the property, M exclusively contracting with licensed contractor's to construct the project Owner (signature) Date CO-89-01-/3 .1 0 ITY 0 E TUKC 'ILA w 01' • Central Permit System ..,ontrol No. Permit No. 528 - 5.; Wp FINAL APPROVAL FORM O Building O Planning 0 Public Works Fire Dept. O Police O Parks/Recreation Project Name ,4/97 -/ //..„ Address /5190 :" 1.)::5(nd 91/11e). '4.1)) (r:/) ( Er2, Type of Permit(s) • f. ; 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: ( ) ,-, 6 • 31 • S) ( ) • rp-A -fr5rf. ( ) 47//...,,,..,„ 4-5 !•.i (c- t. Pci ) '' 11'( ( ,,,-;-,....„, - , 6 rz.„.t c„,..., . ■ i ,,,,_ . ...-.. 4t:11,-, (,1„--,1,-\ , .A (;(%,, ,-;,-, I) ,--1 6, - /-4 - Brj . .:.... (10 • ■,ikuthorized Signature Date ,' This project is approved by this department: .1 I 7.2 Y( ) Authdrized SignatUre e..3- 3 0 Date CPS Form 3 6,Q,& (pi aced/5'67e c CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address (i),5-.2;r1"--L . a(4' Requestor 0 �� LP-// Special Instructions INSPECTION RECORD PERMIT # Date ,A0,� • Date Wanted k Project :) Phone # 47 8 .n Inspection Results /Comments d� TU A-"/q2- Inspector Date ^ /—,l °-0-o9 THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKW I LA BUILDING PERMIT NUMBER 2,2L4 1. No changes will be made to plans unless approved by Architect and Tukwila Building Department. . Plumbing permit to be obtained through King County Health Department and plumbing will be inspected by that agency (including all gas piping). • Electrical work to be inspected by State Electrical Inspectors and all required electrical permits obtained through that agency. 4. All mechanical work to be under separate permit. 5. All permits to be posted at job site prior to start of any construction. 6. When Special Inspection is required either the owner, architect or engineer shall notify the Tukwila Building Department of the appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Department in a timely manner. Reports shall contain address and permit number of the project being inspected. 7. All structural concrete to be special inspected. (Sec. 306, UBC) 8. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report or as directed by the soils. engineer. 9.. Statement from roofing contractor verifying fire retardancy of roof. will be required prior to final (see attached letter).', 10. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1985 Edition), Uniform Mechanical Code (1985 Edition), Washington State Energy Code (1986 Edition), and Washington State Regulations for Barrier Free. Facilities (1986 Edition). r Citytf Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Fire Department Review (512) Control Number 88 -072 4/22/88 Gary L. VanDusen, Mayor Re: North Hill Apartments - 5700 Southcenter Blvd 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. The city of Tukwila has a security ordinance concerning apartment doors. 3. An approved fire alarm system is required per City Ordinance #1327. An approved automatic sprinkler system may be installed in lieu of a fire alarm system. (Plans must be submitted to the Fire Prevention Bureau for Cityf Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor Page number 2 approval prior to installation.) A fire alarm system is required to be installed and functionally tested. (UFC 10.301) A rechargeable battery back -up is required on any fire alarm installation. There shall be enough battery capacity to run the alarm system in standby for twenty -four (24) hours and, after that time, sound all alert devices for at least five (5) minutes. (NFPA 72A, 2- 3.4.2) (UFC 10.301) Local UL Central Station supervision is required. (City Ordinance #1327) Remote alarm and trouble annunciation indication is required if the control panel is not visible from the main entrance. (NFPA 72A, 2- 4.4.1) (UFC 10.301) 4. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) 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) Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the building. (UFC 10.207 as amended) All hydrants and all surface access roads shall be installed and made serviceable prior to and during the time of construction (UFC 10.301) ' 1909 City f Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 3 Yours truly, Se 5/2- The Tukwila Fire Prevention Bureau Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg, Seattle; Washington 98101 (206) 824-8150 May 23, 1988 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: 88 -T -10 (Gencor Apts /North Hills) Dear Mr. Griffin, We have received additional information on the proposed project and have reviewed it for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. We have no additional comments. Sincerely, 15(-4.-4 Bridget Smith cc: Azaria Rousso 7605 SE 27th Mercer Island, Washington 98040 Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624-8150 May 16, 1988 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: 88 -T -10 (North Hills) Dear Mr. Griffin, . , 1988 d (r Y Ui- }. 10/t LP. PANNING DEPT. Please refer to the xerox of a studio apartment for North Hills. The arrangement is to divide the room with one full height wall and one 3' -6" high wall. There is no door to the sleeping area. The ICBO information you have provided is for a unit with the sleeping area up a flight of stairs. The stairs are within the unit and would impede the fire fighters rescue attempts. We feel the loft sleeping arrangement is different and does not compare to the area divisions in North Hill project. If you feel the divisions in North Hills Studio apartments, as shown in the drawing, will impede the fire fighters rescue attempts and violates the intent of Section 1204, we will note this in our next letter. Please inform us of your decision on this issue. Sincerely, Bridget Smith FJ( • 11.ret-Atr.il...- • • 0 0 ' . tIoC;Pli ) • ■.;:•.;; • UV tr.-AC-p.:2 AfiTr„ •• :1 • ••■■11.1••••.••••• ••■•■••■••■• • • • •• • • - t • *". ■•■■•■•■ Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 May 5, 1988 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 N,vM Nt1/ Regarding: 88 -T -06 ( -Guar Apts) Dear Mr. Griffin, [JAY :1.6 1988 (NS t-r We have received additional information on the proposed project and have reviewed it for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. Please have the applicant respond to the following in itemized letter form and resubmit any necessary calculations and or drawings. Structural 1. Clarify on the drawings the note under concrete, in the structural notes, which calls for "supervision ". Refer to Section 306(a)1. Also clarify that the piles are to have special inspection per Section 306(a)10. Provide a letter to the city naming the inspection company(s). Ordinance 1. The studios, due to the partitions, may violate Section 1204. This is being looked into at this time. Regulations for Barrier Free Facilities 1. A minimum of 48" is required between the parking stalls. 2. Provide slope of curb cut ramp and side slope. Refer to Section 7502. 3. Provide, on the drawings, the maximum slope of the sidewalk to the barrier free units. Show a completed accessible path. 4. Provide the required lower work surface in the kitchen. Refer to Section 1213. Show height and clearance dimensions. Page two Duane Griffin 88 -T -06 May 5, 1988 5. Provide an elevation of the barrier free bathroom. Show water closet grab bar height, counter height and clear space; bath grab bar location and height; dimension to lower edge of mirror. 6. Provide 18" on the strike side of all doors. 7. Provide clearance dimension at 3' -6" wall between sleeping and dining areas. Washington State Energy Code 1. We have no additional comments. Please call if you have any questions. Sincerely, Bridget Smith cc: Azaria Rousso Mahan &DeSaivo Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 April 12, 1988 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 �✓� 1'14 f/; l l Regarding: 88 -T -10 (Geneor Apartments) Dear Mr. Griffin, We have received plans and calculations on the proposed project and have reviewed them for compliance with Chapters 5 through 33 of the 1985 Edition of the Uniform Building Code, Regulations for Barrier Free Facilities and the Washington State Energy Code. Please have the applicant respond to the following comments in itemized letter form and resubmit any necessary calculations and /or drawings. Structural 1. Clarify how the shear force is transferred through the discontinuous roof diaphragm (at the built in gutter). Refer to Detail 10 /A9. Provide details of all connections and calculations to verify the adequacy of the connections. 2. Revise structural notes; the 1985 Edition of the Uniform Building Code is in affect. 3. The soils report received is incomplete. Please provide a soils report that includes recommendation for pile sizes, depth, lateral capacities etc. 4. Structural notes should include pile specifications and soil condition assumptions used in the design of the foundation. 5. Clarify the note on the architectural drawing concerning the piles, to reflect the current foundation design. 6. Request special inspection for concrete and piles in compliance with Section 306A. Also request field inspection by the soils engineer during excavation. Please reference soils report by date and number within the structural notes. 7. Show reinforcement and size of footing D, indicate location of footing K on plans. 8. Include a note on Drawing A9 that the minimum exterior footing depth is to be 1' -6" typcial. Provide minimum distance between floor joists and exposed ground in compliance with Section 2516(c) 2,3 and 7. April 12, 1988 Mr. Duane Griffin City of Tukwila Re: 88 -T -10 Page Two Ordinance 1. It appears that the stairs have been designed to the 1982 Edition vs the 1985 Edition of the Uniform Building Code. Verify compliance with Section 3306 for the rise, run and handrail extension. 2. Verify that there is a maximum of 6" open space between all guardrails and stair rails. 3. Provide the following general information on the drawings: occupancy classification, building square footages and construction type. 4. Specify roofing materials. Refer to Chapter 32. 5. Building Units B and E do not comply with Section 1204 for openings from sleeping rooms. 6. Provide general notes regarding draft stopping and ventilation requirements. Regulations for Barrier Free Facilities 1. Provide details of barrier free curb cuts. Please note that the ramp cannot extend into the require parking area. If the curb is cut into the sidewalk, maintain the required sidewalk width. 2. Verify the location of the barrier free units and that the path from the parking into the unit fulfills barrier free access requirements. Show compliance with Section 7502. 3. Provide interior elevations of Barrier Free kitchen and bathroom. Please provide dimensions at cabinet, grab bar, counter tops height and clearance, etc. 4. The width of Barrier Free parking spaces are not adequate. Washington State Energy Code 1. Provide OTTV (overall thermal transfer value) calculations. Show assumptions on the drawings. Please call if you have any questions. Sincerely, Bridget Smith cc: Azaria Rousso Architect 7605 SE 27th Street Mercer Island, Washington 98040 1111 Mahan&DeSalvo CITY OF TUKWILA Building Division Tukwila, 11as ington 98188 Control k_ -_ f (206) -133 -1849 Site Address-.50 - pUti-Cc lltr- T iv . l 4 AJ I et Suite# Floor# Project Name /Tenant 'J.K.TH 1-4H—LS A p• 'VIE i S w 1 id-1/19 -r E Valuation Construction 19 2� N ' vz Assessors Account# " of r Property Owner G-t1'N)c.©!z) ..I.NL Phone 4 ' I i 9 7 Address I g'01 t J S _ / 4-1 -, Sr. ._. - 11 WA Zip 9 R 0 0 Applicant Sct r►•e • c_e,h +c_4 -- . ' y E'DV4 AO Phone Ogg -- 1 1 9 7 Address Zip Architect /Engineer A p Phone 2.K2-3 5 0 5 Address 760 5, 7 +1- P 1�cG61Z�s,a- A�lc), WA Zip 8QyQ Contractor alone✓- /KA lop-t✓" License# Phone Address •• Zip Class of Work: 52 New 0 Addition Tenant Improvement Demolition (] Interior Demolition J Remodel (residential) Reroof I Other Describe to be done I✓eldf, s :emu; 1 ot• / cy t.lna'li'- apA�1"•',Ne✓A- (work /�►-,� PreJecA-- d h rot-) 1 g 0) . C6-xiGN 6 u�� 1.4 nS 0,1 Ser e:W-4 e et prig. ccdi (;v.) ,ISu 11..91.,E " Type of Const. (UBC) V-11-.., Occ. Group (UBC) Square footage of entire building 9 4€9'8 Square footage of tenant space Building Use r8 S IcPevr1-IQ I Will there be a change of use? D Yes 2 No If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? [] Yes E No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER' A HORIZATIO■ • DO THIS WORK. Applicant /Authorized Agent (signature) dir� / / ,u,...42________ Date (print name) S'd1/a -0 f4. Rte.rb„'#‚ Contact Person (please print) S. ra-Virk) M. re,L :n1/A►J Phone 'IS $' 1 1 1 7 OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ In ZOO Receipt# 36. <« Date Paid u (e9 Plan Check Fee (000/345.830) / /5$', 00 Receipt# ,za,3L/ Date Paid - 0 -; ; Bldg Code Sur Charge (000/386.904) 3.50 Receipt# . c Date Paid Energy Sur Charge* (000/386.907) / o ,� Receipt # Date Paid f Other • ( ) Receipt# Date Paid *New construction only TOTAL 953, 50 (OWES: $ M5, 5-0 ) SQUARE FOOTAGE /BUILDING USE INFORMATION Square Foota'e of Entir- B ildin'- FLOOR USE /Occ Type SQ.FT. i LOAD USE/Occ Type) SQ.FT. 1 LOAD USE /Occ TIME SQIFT. OCC )umm 1 'L SQ.FT. • 'L OCC. TOTAL _ 1 1 TRACKING QV V-5, Q tali Lltir1(4 L-V (� ,- K.ItL)-G DEPT. DAT N DATE OUT COMMENTS/ BLDG d ,e5-a(0-6S 6' -0`30 'pprove• or ssuance --AIWA ype o onst. V -, •, To Mahan: -,2-; ; Date A••roved: i -Zm FIRE L4/0_,35 Approved nitia s ; Per letter sate' z - /--fit Fire Protection: • pr n ers [Detectors S ) PLNG tc3 tcuid,W -fit -88 11 1 Approved (Initials) 1/ (4- • D BAR MAO QSE /SEPA CONDITIONS Zoning Setbac(s N S E W • Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: ulai C(1 UV/ANY C �' t to -ifil .3 ae $$' PWD pp c1 ` • 1 e-. t4er /p 1 aL ef'CL Approved (Initials); (.s% f-all- }rare., t 1■1111•110.I V=011,1 CITY OF TUkW1.A ",. %, 6200 Southcenterneouleverd BUI ING PERMIT APPLI TION 620,11x, Washington 98188 Control # 81-071 (206)- 433 -1849 Site Address 6 S - pcAfl-cerit -ev- lyd. TA' k I Suite# Floor# Project Name /Tenant IVD1(.TH [-ht-LS P4Prk1EIUTS It' 1i Valuation of C nstruction "0Issessors Account# " Property Owner GIDJorZ., ..1.ntc.. Phone "F g g - 119 7 c Address j I8OI !\ Ls. IC04.1, Sr. 5.47G- ro'r►^el I, WA Zip 9g0/ I , Appl i cant Sct rie : c_„v,-}gc-- -- S \ler COM AO Phone Ogg— 1 ,r7 Address Zip Architect /Engineer Pt. gstASSO Phone 2.K 2 -3 SOS Address 705 5 C. -1 7+1-1 Mit[csk..sA -Alo0, WA Zip �j 3Qyo Contractor ner- ! L�,A'• 10P -t,� License# Phone Address ! Zip Class of Work: (2 New ❑ Addition ❑ Tenant Improvement ❑ Remodel (residential) ❑ Reroof ❑ Demolition [] Interior Demolition [] Other Describe work to be done a,velar S 1L-4; 1 `l i ",� / S-1-1 u V ,'E- a p,+ r'f'evNe n-1- p,rdjec 0 rot .J 19rcc . ! 6#icH tju�I 14 ",S a SePara+c gFri; C4'-1'1ov,) ,� r� ` Type of Const. (UBC) V --1L -- Occ. Group (UBC) ,�L4 1„Q,; 5 Square footage of entire building 6, 6 g 6 top Square footage of tenant space Building Use r' 5 ictev -l-, ,1 J Will there be a change of use? ❑ Yes IS No If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? ❑ Yes j No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER' A HORIZATIO' I DO THIS I'IORK. j� � Applicant /Authorized Agent (signature) � ✓�►�, 11116; - Date 7 _ g r 8 $ (print name) Sreclidai M. R i d'b 01 A 0 Contact Person (please print) -avis-k) M. I- ,L,T:0M4iJ Phone OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ /,3C /(p,0C) Receipt# 3 WLlS Date Paid & 6 Co( Plan Check Fee (000/345.830) F7-3100 Receipt# ;�3c/ Date Paid,' g -3; Bldg Code Sur Charge (000/386.904) j.50 Receipt# - , Date Paid , , Energy Sur Charge* (000/386.907) /040d Receipt 1 L.tt Date Paid A ,v Other • ( ) Receipt# Date Paid *New construction only TOTAL 2 u,5 (OWES: $ /35q, 50 ) SQUARE FOOTAGE /BUILDING USE INFORMATION Square Footage of Entir Building: FLOOR USE /Occ Type SQ.FT. MI, LOAD USE /Occ Type SQ.FT. OCC LOAD. USE /Occ Tvo SQ.FT. OCC ,j fAf,. TOTAL SQ.FT. TOTAL OCC. TOTAL TRACKING • . . as 1 a' II COMMENT BLDG o0 eL"�`'° Approved for Issuance -; , Type of Const. V) 1 -I-ik. To Mahan: -, a —i r Date Ai'roved: <o -2.-u3 • R 9/-1-)-X1 .pproved nitials Per letter sate' -z,/ Fire Protection: ■ pr n ers 13 Detectors S'JZ PLNG tatia.ACqv Approved (Initials) Q BAR OLAND USE /SEPA CONDITIONS Zoning Setbacks: N S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: Approved (Initials) `% Per l� etter /plans dated PWD ei • CITY OF TUKWILA 6200 SouthcenternBoulevard Tukwila, Washington 98188 BUIOING PERMIT APPLI T14N (206) -133 -1849 '.51(-40 --- , Site Address • &9Q SpU +I-Cevri-errElv'oi, I Uk(„J;I; • Suite# Floor# Project Name /Tenant N01C.Tli I4,LcS 1:\pg1e;TMEArrS : C Valuation of Construction I92 J 00d120 '° "Assessors Account# Control # $$ -O7() Property Owner Gcr►JCDfZ�I�Ic__ Phone O Ric- I 19 7 Address jigol Mil.- /C0+1-1 Sr_S: &, -M-f -,eI 1, WA Zip 9R0 / Applicant 5q r1e : CCuh'1ac-4— S-reverN J ED14 -1 AO Phone 148W - 1 19 % Address Zip Architect /Engineer /q. n,o SS-p Phone 23 2 - 3 S-0 S- Address 7605 5 E. 74 I'it[G6FLTss..AJJc WA Zip 1.801-10 , Contractor ner' / K.A., 1°4e-- License# Phone Address ! Zip Class of Work: [2 New ❑ Addition ❑ Tenant Improvement ❑ Remodel (residential) ❑ Reroof ❑ Demolition (] Interior Demolition ❑ Other Describe work to be done ✓ id s 61.4; 1 411- .\J-'�_ ynal- g_pge-4-.1, 1 prethecA"' or' irot,J 1s,:rc1 • Aic-i bui 1cQ, ns Oh SercV /44-c a�C7r11 C4-c1 0t -. .emu I. /d i.r,S 11 C '/ Type of Const. (UBC) V-- ll,,•- Occ. Group (UBC) Square footage of entire building 73,2 a di Square footage of tenant space Building Use re 5 icLen-/-,o► I Will there be a change of use? ❑ Yes (L No If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? ❑ Yes j No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER' A HORIZATIO■ I DO THIS WORK. if Applicant /Authorized Agent (signature) _____ Date 7 - 5-- 8g (print name) !Rrs%411J I4. iti4E-1),04A►..J Contact Person (please print) Sayir,.J M. he., cs-nevm 0 Phone lin - " 97 OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ /9(pg #0C) Receipt# 4o4/ Date Paid 6/4/4,� Plan Check Fee (000/345.830) / /6/5 -, U Receipts Icy Date Paid - -; , Bldg Code Sur Charge (000/386.904) x.50 Receipt# ' t Y Date Paid 6 ,u Energy Sur Charge* (000/386.907) /0, C.ia Receipt# 3 , /c Date Paid "Mr Other ' ( ) Receipt# Date Paid *New construction only TOTAL ,go,5O (OWES: $ 1725',S() ) SQUARE FOOTAGE /BUILDING USE INFORMATION RMATION Square FoQt.ne of Entir• Building: FLOOR USE Occ T •- SI.FT. SAD USE Occ T .- Ss.FT. OtC LOAD USE 0 T •: SI FT OCC ' sLi TOTAL SI FT. TOTAL OCC. 1 TOTAL TRACKING e . e. ` Ith l *!ll1I COMMENTS ./ BLDG ' 'pprove• or ssuance MCA , ype o onst. 1 -tbe, � To Mahan: ;2V -$8 Date Approved: - �- FIRE �z./ -$ J Approved ( nitialsJ �� ,�z�Per letter ate . - Fire Protection: 0 Sprinklers tADetectors S/ 7--, PLNG LaActrufar ,.3 -.V- a Approved (Initials] ❑ RAR OLAND USE /SEPA CONDITIONS Zoning Setbacks: N S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: Iii LeuvAjci .' 4,,JJ ,.dti. nv' &J ?d .1 -.7G -S8 PWD , 5� IV- f ?' t- ✓A Approved (Initials) ,� Per letter /plans da e r ,VtT ),-, iN.- CITY 0 TUKWILA 6uildin Division 6200 SoutWashinr 8n 98188 BUI r)ING PERMIT APPLIC TION Control # g8 -a14 Tukwila, Washington 98188 1206) -433 -1849 Site Address OSpUfi-cenkrTlyd; �U�:Wa ,� Suite# Floor# Project Name /Tenant J K.TH {-4ir.-LS APACWEAIT•s , },LP-) Valuation of Construction Assessors Account# _.t Property Owner GiEt..)c.OK.) .1Nc._ Phone 4 $ic -1 117 Address I I? 0 I I'JLS, ICO. 1- ST: SI;Gi p+L-eI I, V✓A Zip WO/ l Applicant Sq r%te : Cii ,-J- roc --4- S VerN I EA I^? AAi Phone Ligg - 1 19 -7 Address Zip Phone 23 COS— Architect /Engineer / \. ka SSa 2 - 3 �^ Address 7605' S E., ,174 Mdx.c6R. ,+.s�A�IO, W/ Zip ' $0140 Contractor f ne,—, KN'l'c t,.' License# Phone JJ Address Zip Class of Work: 12 New (] Addition ❑ Tenant Improvement II II Demolition (] Interior Demolition [] Other Remodel (residential) [] Reroof Describe work to be done a✓eEep s 6u; 1 el ,►•,- // 5L1 un,'1- ap4r41,en4-- p jec4-- c, ,., 1, -n,.1 1.1 ,�J . Cl Ti c. ID u% 14, nS or Serf v44e -I gr I; ccd- I:), -,Z �u i. ls,Q,;.,S 11 J� !v Type of Co st. (UBC) �/--1I -- Occ. Group (UBC) Square footage of entire building ,, -CST Square footage of tenant space Building Use rib s icieni-ta i Will there be a change of use? [] Yes 2 No If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? D Yes J No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER' A HORIZATIO DO THIS WORK. Applicant /Authorized Agent (signature) Date 2 - g- 8 g (print name) SrerVa►J (vl. AI6b•M1A►J Contact Person (please print) -r-44y J (✓I. .,, <D, Ail Phone L /EV -/19 OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ //1,2,00 Receipt# 3 cZlI Date Paid G L C Plan Check Fee (000/345.830) 762,00 Receipt/ pa,qy Date Paid Oro z. Bldg Code Sur Charge (000/386.904) 3.50 Receipt# -3 Ge_/ c Date Paid 'EN Energy Sur Charge* (000/386.907) /0,00 Receipt# 34, (.1A Date Paid HMV Other • ( ) Receipt/ Date Paid *New construction only TOTAL 7, 50 (OWES: $ !/ '55v ) SQUARE FOOTAGE /BUILDING USE INFORMATION Square Footage of Entir Building: `FLOOR USE /Occ Type SQ.FT. OCC LOAD USE /Occ Type - SQ.FT. OCC LOAD • USE /Occ Tvp SOFT. occ-r ►nAn TOTAL SOFT. TOTAL OCC. i TOTAL TRACKING DEPT. DATE IN DATE OUT COMMENTS BLDG 'pprovee or ssuance ✓ Oil ype o onst. - R. To Mahan: Date Approved: (� -? - E2 y--21 gb - Approved (?-7,21 ni ti al s )y- Per letter dated c� -"24 -x,, Fire Protection: ❑ pr n ers jaDetectors Z PLNG LO naTi. " �2 -IS' /. ��' . ,. � : Approved (Initials) ❑BAR O LAND U E' /SEPA CONDITIONS Zoning Setbacks: N S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: !'. • A. SA i '• -' ,14 :. /.. ,0,41 r _" 0 - - :. • _ . .# .A, Approved (Initialse - Per letter p ans dated PWD r, /� ' ),,, LIIT OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 • (205 ) -133 -1849 (a site Address 5-70-0 SoUf1- ccril'er T ivo1, 1 u 6^1' l a Project Name Tenant (�o�.� i {-E,c.. s - ._,f BOIL nING PERMIT APPLIC ION Suite# Control # 83- a Floor# Valuation of Construction 511 lssessors Account# Property Owner (17711NCOK .LNG Phone `T $K - 19 7 c~ Address_] 8 0/ OS. j C Q +1•, Si.. ci7G -, To-1'1-e I J, WA Zip 984 1 I Appl i cant Sa r►ke : C-an+c r -}-- S \/er\ I LDNI A1j Phone L.g- — I I q % Address Zip Architect /Engineer , 1 cc Phone 2 3 2— 3 5 0 5 Address 7605 ' , )7 +1-j flikcGSPLTsi_AAJO, wR Zip 9.304-i0 Contractor ner-/K„ �', lc,?-1-/- License# Phone Address IJJIII Zip Class of Work: yi New ❑ Addition ❑ Tenant Improvement ❑ Remodel (residential) ❑ Reroof ❑ Demolition ❑ Interior Demolition ❑ Other Describe work to be done 1.. ✓e(dp s )n u' 1 oQ .1,-, / cLi L4 ell i - q p4 e- +'v‘e n-1- ProJeGl- cn ✓-al,..l Igr.cj.CL�1cA 6u',14, 3 oh Serc - 4•e cpfi%cc-iIf;, -,) i �v 11 rt .K. Type of Const. (UBC) V- 111,. -- Occ. Group (UBC) Square footage of entire building /O 6 4 Square footage of tenant space Building Use r-e s rcievt+r,,, H Will there be a change of use? ❑ Yes 2N0 If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? ❑ Yes No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER' A HORIZATIO DO THIS WORK. Applicant /Authorized Agent (signature) Date 2 —g— 8 & (print name) Sr-cafes-0 iv1. Rrorb•.-1AN) Contact Person (please print) S-r-c cs-,J M, ,��n✓hj0J Phone Li gg- i I97 OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ 15'70,O() Receipt# 6,e( Date Paid 6 G ' '1 Plan Check Fee (000/345.830) /0a p, 00 Receipt - a Date Paid gm ; ; Bldg Code Sur Charge (000/386.904) 3.50 Receipt# 36c ,• Date Paid 6, G c ' Energy Sur Charge* (000/386.907) /0,00 Receipt# 164/51' Date Paid c,/gr Other • ( ) Receipt# Date Paid *New construction only TOTAL (OWES: $ I 6 ' 6 " 3 , 5 0 ) SQUARE FOOTAGE /BUILDING USE INFORMATION Square Foot.. e of Entir- -it c2 239 B ildin. FLOOR USE /Occ Type SQ.FT. 1 LOAD USE /Occ Type SQ.FT. s LOAD. USE /Occ Type SQ.FT. OCC )Q jL 1 'L SQ.FT. 0 ' OCC. TRACKING DEPT. DATE IN- DATE OUT COMMENTS % / BLDG in -Z,-EZ Approved for Issuance :< Type of Const. 1% 1-141 To Mahan: - a`a -$5 Date Approved: (� -Z•-05 FIRE _ _� r -mil n Approved (Initials) ��� Per letter dated ''- -z)- -? Fire Protection: p prin lers ApprovedT nitia s Detectors %Z/ • BA' • L'`l " • 1 1 PLNG (�� 3 -%i- ., Zoning Setbacks: N S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STAL S REQUIRED:__ Q , Q,,i cL fa,o c) c .4..!iiJQ -il ax. n4 IA -PILL . -2 /mod 6 • PWD ,!;1/91$ j r 'Y. Approved (Initial /;" Per letter /plans dated i A I r v --e,- -__, gencor apartments landscape schedule landscape plan 4/r5 •• cAC.t,.5cr ,44: ,OD/V rare; 0 134742,/ s "A 'f :.,INr 8r T 7/6WTL/Ne D/Reer r0 f'0 rie oveg fe.oW i' ,4,' To 7-we NEW TEMP 5/ €7 P ` @ 77', € t 980 Coi,I Tj21.1C=r lac.I� T ' PER GI '1 �TA,t-IT2 , D I I. Excavate -PL AID To A. HeI6a iT' -ro LL.O■ ` Ho A,T -` 1-H61-1 # I • 1.05 the trench. widthe rr, source: EA4F'' 7yp, Setween 1. Ilackfi)l Intl tomcact the excavata'3 30i 1 . CONSTRUCTION OF J: STRAW 3ALc 3ARRIER Adapted from :nstallation of Straw.anu :abric =alter 3ar*iers for .3eainent :ontroi, Sherwooa ana Wyanc Mate 1.05c ?pints .Y ;houla 3e higher than point 3 ?ROPER PL\CE;1ENT OF STRAW SALE 3ARRIER IN ORAUNAGE .4AY ?late i.O5( fcB # / iNSTALL :ns :ailatiJ1 of itraw 3na %aortc Miter 3arrlers :,or IeO,ment ':ontroi , Snprwoo' Ina .4yant pi s CPI, 9Z1NDA' STRAW '&'9LE DEr111..+ A / 5 STA(4 "Egry ,v ._* o 54/4.. GRADING AND TEMPORAR1 EROSION/SEDIMENTATION CONTROL NOTES I. All temporary erosion controls shall be installed prior r.o starting on-site construction. 2. Wnere possible, maintain natural vegetation for silt control. that an surface. runoff will 'drain to thensedimentation control facilities. c1 f Al ST141 _ PER 4-TA FAT wiry C5 s/ r 1:Wor -crcAU g17 1' /H5T,ACL AT A e-A TER, 1747E - /f ,eal,er.Q5D TO G'DiyTeoc. .31'D /MEx,r 44 eAl R'U,YaFF Rock check dams shall be placed across'apen ditch. Return siltation control areas to original ground conditions after all I' /W improvemencs are complete. Approval of this plan does not constitute an approval of • design, size Or location of pipes, restrictors, channels or . retention facilities; but is an a0pruva1 of temporary sedimentation control Plan only. Vegeca tion shall ' be established on areas 'disturbed' or On areas of construction as necessary to mini,zize :erosion. depth) =III .._.11111-° 11111-- IIIIII H a \-- Sediment . 9 E:-.7.111.-4111--- -;"---1‹, I(I "= Dv - fi1tered �..'Wire rlesir.with Fi1ter Water Fabt`ic 'on top 16/ 24/ PAKKN 5 TA L bf IVEWAY. k Cif a$E% iC'9L ',,) 5 CHECK CHEcK 04M Airs NOTE ALL REM/A)/AZ WAc . INFORMATION S HOwA '' Is ro TOP OP cur oR r/LL MI4TEg/AL r, B " Is TO BASE OP car OR ` Fitt MAre /AG s' i l " /S AcTUAL. so/ e_ BETA /4l /,VG //t / iHT MID /GATES nor RE7x/MA o Mgt"- M4Y8E Reaw,e5,0 ro 8E Exr&v'/, E0 TO nvv Sv95EMENT Fe A8 Sire coLJD /77oAl3 ,►7rc r9r5. ALL. 'RE/A-)/A)& WALLS To SE DE.S /&UE,4 BY o7W RS Clearing and grading operations are subject to stoppage by the City Inspector during heavy rains. Resumption will be subject to inspection' and approval of the Public Works Inspector of all erosion control facilities. 5= 12.oya M,N. sli. Dr ,ft G 4r 8 (4aE TYP PAVENIw ti �TloN) — =--- MAXIMUM GR'O' 4LOPE. e TYF t7 /WAY 4 FAr K iNlvi "iTALL4 d•r cam. G... -.�Ep t �� , 1 • Fs 52 ►c.' j4 Gt, Wu/• °r jF lllsh'1.• .... /i ft, NW/ GENE AL. NOT 1. ALL EAFeTH -:-HWO K 4 L4TI LITi ES SHALL: FOLLOW THE Ft N1°21 N &5 * ONA M ENS ATIONS OF THE. SOILS VESTIGATION; ? E1- o1'e-r t2ATEt7 JUNE ( ) 1907 5Y JAME5 EATON . PE. OF CaaOTEC -IN IGAL. eite.vicE.5 2 . THE CONT AC1Or SHALL. QT! FY THE •N6,1NiE -I . w+ -1E•4 CON; 'L.1C 6 METT JET THE FL.pS FiEL. ON 7 T'10.45 F.X16T 3 AL.. i 1' I 1t4 \n/ALL S1C�NEt2 5Y OM-Gies. 4.T PA ZK1ki LOT 06.I JP ZO.'.t 2E Wit- -1 i --�- -• NOT EXcEED is To • 5. Ui /iU6 CONSTR./ACM/0 /GfiQ /N7:4%U I4 .PLWc S, R'G C/ €CR' D44/Ls, 1. ' -r i f' 5 i - W 43 :L?5 t V a. T �R/ r1/047- � �I SE/Air- L 4;'D€A) W4 reg. 4;0E5 ritl3r A. `---- -- 214oWT PgP`YN eM$ l$" Af'NAL? 11/11 Gasir Af.P:rfi tgliffiety VirrAtIN4 Top' L8inel 2172 GD%MP £ errn Grilfh1i"7 Su lcM/4 .riVe Colfirle. /110rTe' A+ � viral L f 1ic- le MAY fe rfivacer reNt' /A / fOIL CONS /1iON . /goof) La. >`OS TOTAL. NOV. 0 31988 lf/"'1. I~, �6rlCaY bi�tl�l�� 4J K I_ INS l 7' ,8 RSV /5 P f ER £WiYEE':S R Q/.j, 5r mro // 22 88 ,e5 /s D „'A 4 S . la/US '. AG- 5141LT O T RGAA R ° RO $N ON dl A584'C• INC. GON$t't T`i ENC3NEEfts 3843 ►Of HAWS. N.E., "iCLLENU1~ , WA. D OO ‹• "HONE 027- 586' �-,q••hff wfd .- :_�f.u.- s.+. -<' Wit..- +.. t,. iY. L?a:.. Pfi-+ fl•`,} .c.li3,t'c`t. ;++'ht- .t.:Sli' :n' i I 1 I I ! i I I i Iii iII Ijl III III' IIi I(I { 1 I i III Ijl '1i I III I 1 1 i i 11 1 III 1 �I II fIl III III iji LjI II III III1lII iI$ III IIi III III III H I��jIjpp 11 I I II�►1 1 i 1 I 'I I 1 1 1 1 1 1 11. 1 1 1 1 1 1 1 1 1 10 11 MADE M GERMANY 12 f,<'. 13e. LG l 5.';L hZ Ee 1; 1111111II111111011111111111111fiirt 111IIII1111III11 !i111II1111111i'1 111I1111 14t -•Tf the m crOfftilled. document is less clear, than. this o:r, it ig due to he • i%`y` 0f � the 0i~gl.na l : d.ocument. ! ' ; *-ii zi —"1 y- aw�i r *'6 ,"'''" v f rc . "ii' t 6° 11I1111111`IlIlI11111111111! IiI ilk 411.11,1qtt1111i111 IIiIIlih11 (1.114611I1'0IiIIli111111Iillf! Ili d11111ii111Nth'dilILIIn1610 9 fi >r. e U ► , :: ,IIi IiIIInl IIIIIlil�llilnlllliiil PLAN REVIEW tO 'COMPLIANCE WITI•I'THE FOLLOWING ORbINANCES ONLY `'3�:. SUBJECT TO INTERPRETAtIONS OF THE GOVERNING lU t?'IORIV( ERRORS, OMISSIONS AND INCONSISTENCIES. 5'23 DATE IN �_.Z3• BY Q L DATE OUT i .., MAHAN &`DeSALVO, INC. site plan expansion plan north hill apartments foundation plan sections floor plan section building b elevations mark a anderson gencore apartments wall elevations apartment complex plumbing notes electrical notes sections 15' -0" 81-3" 6' -4" OSIM ivoiTE P . Seir. UNz IHral21pio Noti -f9Gl. fr- ¢ ..Vi NNfl7fU (V) - i WALL -f E4. Pr WALL A •rr ( )-WAIL LOG I SHADED WALLS INDICATE EXTERIOR RETAINING WALLS (SEE S2 & 5.3 AND LOCATIONS)OR SIZES r45 DEG " O CORNER 4' EXT. CONC. SLAB ON GRADE W / #4 0 12.0.C. SHORT DIREC110N AND 14 0 16 0.C. LONG DIRECTION "Alicrr .0ffevAia 0 w m BEAM ' OUTSIDE FACE -4 OF GRADE BM. 1 11 1 Ai FIR. FRAMING SHO 2x10 0 16 "0.C. . •) w EAM 'E' ' - -fir• -- �_: -7" 15' -6' 0i USE @M. BAR BEAM 'E' w co F3EAM 'E' w ' -0" CANTL. PR' . 6'x24'x1' -0' CONC. PROJ. W/ CORNER REINF. PER DET. 6 /Si BEAM 'E' BEAM 5' -2" 5' -2" X 1 9' -9" 16'-4" 47' -4" 9' -- 7" 4' -10 15' -6' " 6' -4" 8' -3" 6' -6" 6'- 4" 6' -8" 3' -4" 4" CONC. SLAB ON 12.0.C. SHORT DIRECTI 18'O.C. LONG DIRECTION ( ,a� w/ D #4 0 0 2 LOC.) 12' -9" •--ootAvitettcitt pc.oetsts ReO ISED 'gEFE.IX 6 6 ELSE o T41. '! d % A-cA Ite5 16 "16 AUGERCAST PILE (SEE DET. FOR REINF. -TYP.) AUGERCAST PILE FOUND. PLAN-BLDG. morn SCALE: 1/8"=1'-0" ,Lo' pow( ,�1G. -� ' �.,2• tZ N , I Nor ioL�I IJ o Gt, l rr tt 1- ?-- '-('I.) -44 x d ��' 9.%. PG . e. � te'r', 1p A.,16p- ....,�_ l ie -:25 01.114) 'lark - 4 24" 0 (!S" MIN.) TYP. ALL CORNER BARS & SPLICES. PLACE ALTERNATING CORNER BARS AS SHOWN w 2" MiN. - 6" MAX. (TYP.) MIN. 1800 HOOP - LAP 24 DIA. W /HORIZ. REINF. --LAP 24 D1A. WITH HORiZ. REINF. NOTES: I VERTICAL REINF"ACEMENT SHOWN IS ADDED IF NORMAL WALL REINFORCEMENT LS NOT IN PROPER LOCATION. 2 CORNER BARS ARE SAME SIZE h SPACING AS HORIZONTAL REINFORCEMENT. 3 900 HOOKS MAY BE SUBSTITUTED FOR CORNER BARS (SEE NOTE 3). 4 REINFORCEMENT AT A'iLL WALL CORNERS, ENDS do INTERSECTIONS SHALL BE FABRICATED & PLACED IN ACCORDANCE WITH APPROPRIATE DETAIL SHOWN. S USE A.C.1. MIN. 900 HOOK FOR EMBEDMENT LESS THAN 24 DIAMETER PAST FACE OF WALL. 6 CONCRETE WALLS SHOWN; MASONRY WALLS SIMILAR. 7 WALL DETAILS SHOWN; FOOTING DETAILS SIMILAR. 8 VARIOUS WALL SECTIONS & INTERSECTION SHOWN; USE APPROPRIATE DETAILS. I" CLEAR ACI MIN. CLEAR 4 1/2" MAX. - -- fYP -IcAL REINFORCEMENT PLACING DIAGRAM To BEAM'B' 1- a Q -' < 1.1.1 a SIM (2)— (i4x36" 045 DEG. TO CORNER (TYP) CHAMFER EDGE OF GRADE BM. 0 1:1 —•-� rer,A.. row Itw ArdprAvi AV I A BEAM'B' BE a < ¢ m 4 m ►�t i!4 -i La co BEAM'B' v BEAM'B' ,, 04 12' -2" ,I 4_ 6'- 11'- 11 'm 8"x 24' GRADE BEAMS —SEE DET. FOR REINF.(TYP) i6'pl AUGERCASY PILE SEE DETAILS FOR REINF. ('•) BEAI BEAM'B' tJ "co a 'B' 2 8' -3" 6' -4" 8" —(2)—#4x36" 045 DEG. TO CORNER (T') 12' -9" AZA,I71,00 BEAM'S' i e Li'I ae,. orki 33 TON EMB REVD THIS A ONLY CHAMFER EDGE 1 UJ GRADE BM. 0 1:1 BEAM'B' w m BEAM'B' BEAM'B' .11 1 „ 11' Mir „ 1 12'-4" W m BEAM'B' 6EAM'B' BEAM'B' g .. 1 � r''l to 12'--8" 95'_4" 6' -O" 11' -6" BEAM'B' 1s .1 w m ippLO ALL FLR. ERMAiN SHOWN 15 2x10 e 16'0.C.(TYP Sik BEAM'B' S u CO ' -6" 6' -0" 0 CA PROJ. USE 6'x24'x1 CONC. BM. PROJ. W /C0 BAR it REINF. PER DET. 11' -6" 1 12' -2" SIM AUGERCAST PILE FOUND. PLAN -BLDG 'A' SCALE: 1 /8 " =1' -0" 'oP y Nrtit`I 5 oR lox24 Pe,z i'1'A1J to A v.L. " f2 ;.E J/ (-1) -*co 4" ac P2 VP >?�' 2' -o "ANo €. 6' oG 1)-041 Q I1 - o"t1T ( I I.f6I6g -r gr•-.0.1 P, oAtr -.o jI Ifh IN PII , °o " -O't '`1 I I tJ ro BIZ ' Itr Y c VC.) - 1.1‘12. zEQ u If�•G� waWEo v'hEP -.tcl l�� 0 6 0 PI aP ■ ; sat. 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ANDERSON, PE, UNIT APARTMENT C)MPLEX rOR GENCORE CO 0 OD 0 CNI (206) 235 -6690 CO CO NTi ERLAAKEN DRIVE SW ed 304 MAIN AVENUE SOUTH, SUITE 300 BID SET ONLY 1 THESE DRAWINGS ARE suodEcT TO REVISIONs PENDING LOCAL JURISDICTIONAL REVIEW * �.,. v,. •y;., w " r 6.L �r ^mot•'% 'fi: a:,,n � b' .s. - ^f.'_ T#'r ..r. .,�' "3 4 4 9 = k2E-.7 ALL. .°A f.-; .•.O V STRUCTURAL NOTES 1.0 GENERAL THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, ANY DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS, THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCRI?F'ANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORING DURING CONSTRUCTION 1.1 CODES 3.4 REINFORCING STEEL DETAIL, FABRICATE AND PLACE PER ACI -315 AND AC1 -318. SUPPORT REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR TIES. A . DEFORMED BAR REINFORCEMENT: ASTM --A615 CR -6 Q Ire-07+ LG? B. WELDED WIRE FABRIC: ASTM -A185 AND ASTM -A82 440 r0F44 *MA!•L54z C. DEFORMED BAR ANCHORS: ASTM-A496 4.0 CARPENTRY 4.1 ROUCH CARPENTRY ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TUKWILA AND: 1985 UNIFORM BUILDING CODE (UBC), AS•AMENDED AND ADOPTED BY THE CITY OF TUKWILA AND THE STATE OF WASHINGTON; A.C.I. 318; A.I.S.C. 8TH EDITION; AND A.I.T'.C. 2ND EDITION. 1.2 DESIGN CRITERIA A. LOADS ALL 2x FRAMING LUMBER SHALL BE STUD GRADE HEM -FIR FOR STUDS AND STANDARD OR BETTER FOR PLATES OR AS SHOWN ON THE DRAWINGS OR BELOW. ALL 2" LUMBER SHALL BE KILN DRIED (KD) OR SURFACE DRIED (SD). EACH PIECE OF LUMBER SHALL BEAR THE STAMP OF THE WEST COAST LUMBER INSPECTION BUREAU SHOWING GRADE MARK OR APPROVED EQUAL. OTHER MATERIALS AS SHOWN BELOW LIVE LOADS ROOF (SNOW) EXIT FACILITIES BALCONI ES FLOOR CLASSROOM B. LATERAL LOADS: 25 PSI 100 PSF 60 PSF 40 PSF 2x & 3x STUDS - STUD GRADE HEM-FIR 2x JOISTS - #2 HEM -FIR 4 x 4 & 4 x 6 COLUMNS - #1 DOUGLAS FIR 6x HEADERS - #1 DOUGLAS FIR 4x HEADERS - #2 HEM -FIR 5.2 SUBMITTALS BEFORE ANY PILES ARE PLACED, CERTIFICATION SHALL BE REQUIRED THAT THE HIGH STRENGTH GROUT MIX MEETS THE REQUIRED 3,000 PSI COMPRESSIVE STRENGTH. 5.3 HIGH STRENGTH GROUT MIX ALL EXPOSED MATERIALS. OR MATERIAL IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 4.2 TJI FRAMING ALLOW 33 -1/3% INCREASE IN STRESSES FOR WIND AND SEISMIC FORCES. LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION- OF THE FLOORS TO SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO THE FOOTINGS, WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND SLIDING FRICTION OF EARTH. OVERTURNING IS RESISTED BY THE DEAD LOAD OF THE STRUCTURE. 1. WIND: EXPOSURE R, BASIC WIND SPEED = 80 M.P.H., PER UBC 2. SEISMIC - ZONE 3 PER UBC ZICKSW Z =C.75 K =1.33 CxS =.14 1 =1.0 V.0.14W (DL OF STRUCTURE) 1.3 SOIL DATA ALL HANGERS AND REQUIRED WEB STIFFENERS SHALL BE AS REQUIRED PER TJI VENDOR. WHERE THE VENDOR REQUIRES 2 SPAN CONTINUOUS FRAMING TO HAVE THE TOP CHORD CUT AT THE INTERMEDIATE SUPPORT THE ENGINEER SHALL BE NOTIFIED. 4.3 CARPENTRY HARDWARE A. BOLTS SHALL BE ASTM A -307. B. WASHERS SHALL BE MALLEABLE IRON WASHERS(M1W). C. NAILS SHALL BE COMMON, AMERICAN OR CANADIAN MANUFACTURER ONLY. D. LAG SCREWS, SHEAR PLATES - SEE NATIONAL DESIGN SPECIFICATION. SOIL BEARING PRESSURE 2000 PSF. 16" DIAMETER PILES CAPACITY PER SOILS REPORT = 30 TONS. ALLOW 33 -1/3% INCREASE FOR LOADS FROM WIND OR SEISMIC ORIGIN. ASSUME EQUIVALENT FLUID ACTIVE PRESSURE AND PASSIVE PRESSURE ARE 30 PCF AND 300 PCF RESPECTIVELY. 1.4 SHOP DRAWINGS SHEARWALL COMPOSITION TABLE MARK -- WALL TYPE DESIGNATION -- LOCATION 3RD FLOOR 2ND FLOOR 1ST FLOOR a= =a = = =anal, =s=S= O,Ca===!Q=7= 1210, = ===WRD MII == =,fit == ==== =Mies91fw as,nm =at,aiJt>e, = ===r* a.0 =p dtia 5 6 7 EXTERIOR WALL 5 7 2 EXTERIOR WALL 1 2 2 INTERIOR WALL 3 3 PARTY WALL 3 4 PARTY WALI, 5 5 INTERIOR OR EXTERIOR WALL 6 2 INTERIOR OR EXTERIOR WALL THE GROUT USED TO FILL THE AUGERED HOLES SHALL CONSIST OF A MIXTURE OF PORTLAND CEMENT, MINERAL FILLER, FLUIDFIER, FINE AGGREGATE AND WATER SO PROPORTIONED AND MIXED AS TO PROVIDE A GROUT CAPABLE OF MAINTAINING THE SOLIDS IN SUSPENSION WITHOUT APPRECIABLE WATER GAIN, YET WHICH MAY BE PUMPED WITHOUT DIFFICULTY AND WHICH WILL LATERALLY PENETRATE AND FILL ANY VOIDS IN THE FOUNDATION MATERIAL. THE MATERIALS SHALL BE SO PROPORTIONED AS TO PROVIDE A HARDENED GROUT HAVING AN ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. A. PORTLAND CEMENT SHALL CONFORM TO ASTM STANDARD C150 AND SHALL BE TYPE 1 CEMENT UNLESS OTHERWISE APPROVED BY THE OWNER. B. MINERAL FILLER SHALL BE FINELY POWDERED SILICEOUS MATERIAL WHICH POSSESSES THE PROPERTY OF COMBINING THE LIME LIBERATED DURING THE PROCESS OP HYDRATION OP PORTLAND TLAND %_ 1I N'E'. C. FLUIDIFIER SHALL BE A COMPOUND POSSESSING CHARACTERISTICS WHICH WILL INCREASE THE FLOWABILITY OF THE MIXTURE, ASSIST IN THE DISPERSAL OF CEMENT GRAINS, AND NEUTRALIZE THE SETTING SHRINKAGE OF THE HIGH - STRENGTH CEMENT MORTAR (INTERIAD AS MANUFACTURED BY THE GROUT SUPPLY COMPANY, BRECKSVILLE, OHIO, MEETS THESE SPECIFICATIONS.). D. FINE AGGREGATE SHALL BE STANDARD C33. IT SHALL BE A FINENESS MODULUS BETWEEN SAND MEETING REQUIREMENTS OF ASTM WELL GRADED FROM FINE TO COARSE WITH 1.30 AND 3.40. E. REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL BARS CONFORMING TO ASTM STANDARD A615, GRADE 60 - MAIN REINFORCING AND ASTM S'T'ANDARD A615 -40 - 'TIES. F. WATER SHALL BE FRESH, CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIS, ORGANIC MATERIALS, OR OTHER SUBSTANCES. 5.4 GROUT PUMP E. ANCHORS AND CONNECTORS SHALL BE SIMPSON, TECO, BOWMAN OR OTHER ICBO APPROVED. F. PROTECTION HARDWARE EXPOSED TO WEATHER OR TO VIEW OR IN UNHEATED PORTION OF BUILDING SHALL BE GALVANIZED. NOTES: GROUT PUMP SHALL. BE A POSITIVE DISPLACEMENT PUMP CAPABLE; OF DEVELOPING A PRESSURE AT THE PUMP UP TO 350 PSI. THE PUMP SHALL BE CALIBRATED BY AN APPROVED METHOD TO VERIFY THE ACCURACY OF THE INDICATED DISCHARGE. CALIBRATION SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER. ALL OIL OR OTHER RUST INHIBITORS SHALT. BE REMOVED FROM MIXING DRUMS AND PRESSURE GROUT PUMPS. 3 3 5 5 1) SEE ARCHITECTURAL FLOOR PLANS FOR SHEARWALL LOCATIONS. UNLESS OTHERWISE NOTED ON THE PLANS SHEARWALL MARKS SHALL TYPICALLY BE: EXTERIOR SHEARWALLS TO BE MARK "F" INTERIOR SHEARWALLS TO BE MARK "F" PARTY SHEARWALLS TO BE MARK "D" 2) 3) 4) ROOF DIAPHRAGM: 1/2" PW (PI tt 32/16, W /1Od @ 6" oc @ SUPPORTED @ 10" oc @ FIELD. EDGES AND FLOOR DIAPHRAGM: 3/4" PW (PI 48/24), W10d @ 6" oc @ PANEL EDGES AND @ 10" oc @ FIELD. TYPICAL NAILS: 5/8" GWB - 6d COOLER NAILS. 1/2" GSB - #11 GA. x 1••3/4" - 7/16" DIAMOND HEAD POINT, GALVANIZED. ALL NAILING APPLIES TO ALL PLATES, STUDS, AND BLOCKING. TYPE SHEARWALL COMPOSITION TABLE COMPOSITION 16d PLATE TO PLATE SIMPSON 1/2" DIAM. A24 ANCH. BOLT ___ = = = =_ _====== a = ===.= ==a= = = = =:r =v.r: =- r_ = = =;an t rsa= === = === .____ -_ .. r_nm = = = = = =u : =a 1 1/2" PW EXT. W /10d 2 6" oc PANEL EDGES AND 12" oc @ FIELD, BLOCKED. *2 1/2" PW EXT. W /1Od @ 4" oc @ PANEL EDGES AND 12" oc @ FIELD, BLOCKED. ..) AUGER SUBMIT SUFFICIENT COPIES OF SHOP DRAWINGS TO ARCHITECT /ENGINEER FOR THE FOLLOWING: 4.4 MINIMUM NAILING - PER 1982 UBC TABLE 025 -Q I. REINFORCING STEEL DO NOT FABRICATE PRIOR TO ARCHITECT'S /ENGINEER'S APPROVAL. 2.0 SITE WORK 2.1 EXCAVATION 4.5 PLYWOOD EXCAVATE FOR FOOTINGS DOWN TO DEPTH SHOWN ON DRAWINGS OR TO FIRM UNDISTURBED MATERIAL. AREAS OVER- EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE (f'c 2000 PSI), OR BE STRUCTURALLY FILLED PER SECTION 2.2 AND SHALL BE AT THE CONTRACTOR'S EXPENSE. 2.2 BACKFILL AND COMPACTION (SEE SOILS REPORT BY GEOTECHNICAL SERVICES, JUNE 24, 1987 /AND ADDENDUM LETTER FEBRUARY 19, 1988) BACKFILL SHALL NOT DE PLACED UNTIL AFTER THE REMOVAL OF ALL FORMS, SCREEDS, OTHER WOOD DEBRIS AND MATERIAL SUBJECT TO ROT OR CORROSION. USE ONLY MATERIALS APPROVED FOR BACKFILL . IN AREAS UNDER SLABS OR FOOTINGS, MATERIAL SHOULD BE GRANULAR IN NATURE, PLACED IN 6-INCH LIFTS AND COMPACTED TO AT LEAST 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO COMPACTION TEST, PROCEDURE T -180. THE FILL SHOULD BE LIMITED TO CLEAN, GRANULAR MATERIAL. 2.3 INSPECTION A LICENSED SOILS ENGINEER SHALL BE RETAINED FOR EXCAVATION INSPECTION PER SOILS REPORT. 3.0 CONCRETE 3.1 GENERAL. ALL CONCRETE• SHALL BE HARD ROCK CONCRETE MEF.TTNG REQUIREMENTS FOR "ULTIMATE STRENGTH TYPE CONCRETE ", PER ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING." PROPORTIONING OF INGREDIENTS FOR EACH CONCRETE MIX SHALL BE BY METHOD 2 OR THE ALTERNATE PROCEDURE GIVEN IN ACI 301. PLACE CONCRETE PER ACI -304 AND CONFORM TO ACI- 604(306) WINTER CONCRETING AND ACI - 605(305) FOR HOT WEATHER CONCRETING. CONCRETE SHALL BE PLACED TO AVOID SEGREGATION, HONEYCOMBING OR POCKETS. USE INTERIOR MECHANICAL VIBRATORS WITH 7000 RPM MINIMUM FREQUENCY. DO NOT OVER- VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE HOT OR COLD TEMPERATURES FOR SEVEN DAYS AFTER POUR3NG. PROVIDE ENGINEER WITH PROPOSED CONSTRUCTION OR CONTROL JOINT LOCATIONS FOR HIS APPROVAL, OR USE JOINTS AS SHOWN ON THE DRAWINGS. ALL TIES AND ANCHORS SHALL BE CUT OFF FLUSH WITH THE SURFACE; SURFACES WHERE EXPOSED SHALL BE SMOOTH AND FREE FROM IRREGULARITIES. 3.2 STRENGTH TWO -,EIGHT DAY COMPRESSIVE STRENGTHS SHALL E: EACH SHEET SHALL BEAR THE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ALL GRADING SHALL CONFORM TO PS 1. USE THICKNESS AND NAILING AS SHOWN ON THE DRAWINGS. ALL PLYWOOD SHALL BE C -D INTERIOR GRADE WITH EXTERIOR GLUE. EXCEPT AS OTHERWISE SHOWN OR NOTED, PROVIDE THE FOLLOWING MINIMUM NAILING; PANEL EDGES 1Od AT 6" ON CENTER, INTERMEDIATE SUPPORT 10d AT 12" ON CENTER ON ROOF AND WALLS AND 10d AT 10" ON CENTER ON FLOORS. 4.6 GLUED - LAMINATED TIMBER AUGER SHALL BE CONTINUOUS - FLIGHT HOLLOW - SHAFT TYPE TO BE ROTATED INTO THE GROUND TO THE SPECIFIED PILE DEPTH. THE INFECTION OPENING IN THE AUGER SHAFT SHALL BE Al' THE BOTTOM OF THE AUGER HEAD BELOW THE CUTTING TEETH. THE AUGER SHALL BE MOUNTED IN A MANNER THAT WILL INSURE THE ACCURATE ALIGNMENT OF THE AUGER- FLIGHT AT ALL TIMES DURING THE AUGERING OPERATION. LEADS SHALL, BE ARRANGED IN A MANNER THAT WILL PREVENT THE TWISTING OF THE LEADS ABOUT THE AUGER AXIS. 5.6 PLACEMENT 0 5,,,,_ 04 ��ld 7 GRADE B • : 2000 PSI; MAX. •MP 3" (UNSUPERVISED) E•' - ----7 AUGERCAST PI 3000 P , MAX. SLUMP 3" (SUPERVISED)* BEAMS,WALLS, COLU 3000 PSI; MAX. SLUMP 4" (SUPERRVISED)* SLABS ON- GRADE" i0 PS , X. SLUMP 3" (UNSUPERVISED) FOOTINGS, AINING WALLS: 00 PSI; MAX. SLUMP 4" (SUPERV ' )* MPS MAY BE INCREASED IF A PROPER ADDITION OF POZZOLITII IS TO ALLOW HIGHER SLUMP AND GREATER WORKABILITY WITHOUT ARCING THE WATER CONTENT OF THE ORIGINAL MIX DESIGN. 3.3 MATERIAL - CEMENT, WATER & AGGREGATES PER ACI 301 A. CEMENT MUST CONFORM TO ASTM 150, TYPE I OR TYPE II. ENGINEER'S APPROVAL IS REQUIRED FOR USE OF TYPE III CEMENT. B. WATER TO BE CLEAN AND POTABLE. C. COARSE AND FINE AGGREGATES TO CONFORM TO ASTM -C33. mE.A1-1 r512 1.1e24 L2601 ALL STRUCTURAL GLUED - LAMINATED TIMBER, MATERIALS. MANUFACTURE AND QUALITY CONTROL SHALL BE IN CONFORMANCE WITH VOLUNTARY PRODUCT STANDARD P.S.56 "STRUCTURAL GLUED LAMINATED TIMBER ", AND ALL MEMBERS SHALL BE MARKED WITH A QUALITY MARK THEREOF. ALL PLIES SHALL BE DOUGLAS FIR COAST REGION. CAMBERS ARE AS SHOWN ON THE DRAWINGS. ALL MEMBERS SHALL BE EITHER COMBINATION 22F -V4 (SIMPLE SPAN) OR 22F -V8 (CAN'T'ILEVERED OR CONTINUOUS SPAN) AS APPLICABLE. ALL MEMBERS SHALL BE INDUSTRIAL APPEARANCE AND SHALL BE GLUED WITH WATERPROOF ADHESIVE PER P,S. 56. ARCHES SHALL BE COMBINATION 24F -V8 AND HAVE EXTERIOR GLUE, ARCHITECTURAL GRADE. 5.0 AUGER- PLACED CONCRETE PILES 5.1 QUALITY ASSURANCE A. EXPERIENCE: THE AUGER- PILING CONTRACTOR WILL BE REQUIRED TO SUBMIT EVIDENCE THAT HE HAS BEEN ENGAGED IN THE SUCCESSFUL INSTALLATION OF AUGER- PLACED PILES FOR AT LEAST TWO YEARS. B. INSPECTION: ALL PILING INSTALLATION WORK WILL BE SUPERVISED AND INSPECTED BY THE OWNER'S REPRESENTATIVE. THE FACT THAT OWNER HAS A REPRESENTATIVE ON THE JOB IN NO WAY RELIEVES CONTRACTOR OF THE COMPLETE RESPONSIBILITY OF FULL COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL ASSIST THE OWNER'S REPRESENTATIVE IN MAKING LOCATION CHECKS OR OTHER FIELD CHECKS DEEMED APPROPRIATE. ALL PILING NOT IN CONFORMANCE WITH THESE SPECIFICATIONS MAY BE REJECTED BY THE OWNER AND THE COST OF REMOVAL AND /OR REPLACEMENT SHALL BE BORNE BY THE CONTRACTOR. C. ALLOWABLE TOLERANCE: ALL PILES SHALL BE PLACED WITH A VARIATION OF NOT MORE THAN ONE- QUARTER INCH PER FOOT OF PILE LENGTH FROM THE VERTICAL OR 3/12 BATTER PILES AS INDICATED ON THE DRAWINGS. TOP OF FINISHED PILE SHALL, BE WITHIN 3 INCHES OF THE LOCATION INDICATED ON THE DRAWINGS. ANY PILE, THE FINAL POSITION OF WHICH DEVIATES MORE THAN THE LIMITS SPECIFIED, MAY BE REJECTED BY THE OWNER AND THE COST OF APPROVED REMEDIAL MEASURES SHALL BE BORNE BY THE CONTRACTOR. A AUGER- PLACED PILES SHALL BE FORMED BY THE ROTATION OF A CONTINUOUS FLIGHT HOLLOW -SHAFT AUGER INTO THE GROUND TO THE SPECIFIED PILE DEPTH. GROUT SHALL THEN BE INTO THE GROUND TO THE SPECIFIED PILE DEPTH. GROUT SHALL THEN BE INJECTED THROUGH THE AUGER SHAFT AS THE AUGER IS BEING WITHDRAWN IN SUCH A WAY AS TO EXERT REMOVING PRESSURE ON THE WITHDRAWING EAR'T'H- FILLED AUGER AS WELL A LATERAL PRESSURE ON THE SOIL SURROUNDING THE GROUT- FILLED PILE HOLE. B ALL MATERIALS SHALL BE ACCURATELY MEASURED BY VOLUME OR BY WEIGHT AS THEY ARE FED TO THE MIXER. THE ORDER OF PLACING THE MATERIALS IN THE MIXER SHALL BE AS FOLLOWS: (1) WATER, (2) FLUIDIFIER, AND (3) OTHER SOLIDS IN ORDER OF INCREASING PARTICLE SIZE. THE MINIMUM INSIDE DIAMETER OF THE HOLLOW SIIAF'1• OF THE AUGER FLIGHT SHALL BE 1-1/4 INCHES. GROUT INJECTION EQUIPMENT SHALL BE PROVIDED WITH A GROUT PRESSURE GAGE IN CLEAR VIEW OF THE EQUIPMENT OPERATOR. RATE OF GROUT INJECTION AND RATE OF AUGER WITHDRAWAL FROM THE SOIL. SHALL BE SO COORDINATED AS TO MAINTAIN AT ALL TIMES A POSITIVE PRESSURE ON THIS GAGE WHICH WILL, IN TURN, INDICATE THE EXISTENCE OF A "REMOVING PRESSURE" ON THE BOTTOM OF THE AUGERFLIGHT. MAGNITUDE OF THIS PRESSURE AND PERFORMANCE OF OTHER AUGERING AND GROUTING PROCEDURES, SUCH AS RATE OF AUGERING, RATE OF GROUT INJECTION, AND CONTROL OF GROUT RETURN AROUND THE AUGERF'LIGNT (WHICH ARE DEPENDENT ON SOIL CONDITIONS AND EQUIPMENT CAPABILITY) SHALL BE AT THE OPTION OF THE CONTRACTOR, SUBJECT TO APPROVAL OF JOIE OWNER. THE AUGER HOISTING EQUIPMENT SHALL BE CAPABLE OF WITHDRAWING THE AUGER SMOOTHLY AND AT A CONSTANT RATE. C A VOLUME MEASURING DEVICE SHALL BE PROVIDED TO ACCURATELY KEEP TRACK OF THE AMOUNT OF GROUT PLACED IN EACH HOLE AND ACCESS TO THE READING OF THIS MUST BE READILY AVAILABLE TO THE OWNER'S REPRESENTATIVE DURING THE PLACING OPERATION. THE MINIMUM VOLUME OF GROUT PLACED IN THE HOLE SHALL BE AT LEAST 115 PERCENT OF THE NOMINAL VOLUME OF THE HOLE. D IMMEDIATELY UPON COMPLETION OF PLACEMENT OF GROUT, PRE - TIED REINFORCEMENT AS DETAILED ON THE DRAWINGS, SHALL BE INSERTED INTO THE GROUT SO AS TO BE LOCATED AS CLOSE AS PRACTICABLE TO THE DESIGN LOCATION. 5.7 PILE LENGTH PILE LENGTHS FOR BIDDING SHALL BE AS SHOWN IN THE SOILS REPORT. IF, IN THE OPINION OF THE OWNER OR HIS REPRESENTATIVE, THE PILE LENGTH DOES NOT PENETRATE INTO THE SAME MATERIAL SHOWN IN THE SOIL EXPLORATION, THE CONTRACTOR SHALL BE DIRECTED TO CONTINUE DRILLING TO A SATISFACTORY DEPTH. ADD OR DEDUCT PRICE AS BID BY THE CONTRACTOR. PAYMENT FOR PILES SHALL BE BASEL) ON THE LENGTH OF COMPLETED PILE. NO ADDITIONAL PAYMENT WILL BE MADE FOR CUTTING OFF PILES, FOR ANY POR'T'ION OF A PILE REMAINING ABOVE CUT -OFF ELEVATION, OR FOR DAMAGED OR REJECTED PILES. 5.8 SPECIAL INSPECTION: A LICENSED SOILS ENGINEER SHALL BE RETAINED FOR CONTINUOUS INSPECTION OF ALL AUGER PLACED PILE CONSTRUCTION. 6.0 MISCELLANEOUS VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING. PROVIDE ERECTION BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFNESS ARE INSTALLED. REFER TO ARCHITECTURAL PLANS FOR WALL OPENING, ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHOWN. REFER TO M. ;- ANICAL AND ELECTRICAL PLANS FOR SIZE AND LOCATION OF ALL ENINGS FOR DUCTS, PIPES, CONDUITS, ETC., NOT SHOWN. 3 4 5 5/8 GWB (1) SIDE W /TYPICAL NAILING @ 7" oc 5/8 GWB (1) SIDE W /TYPICAL NAILING @ 4" cc 5/8 GWB EACH SIDE OR 5/8" GWB INT. & 1/2" GSB EXT. W /TYPICAL NAILING 7" oc UNBLOCKED 6" oc 16" oc 32" oc 3" oc 12" oc 16" oc 14" oc 12" oc 8" oc 6 5/8 GWB EACH SIDE OR 5/8" GWB INT. 8" oc & 1/2" GSB EXT. W /TYPICAL NAILING @ 4" oc UNBLOCKED 7 5/8" GWB EACH SIDE OR 1/2" GSB EXT AND 5/8" GWB INT. W /TYPICAL NAILING @ 4" oc BLOCKED. 6" oc *NOTE: WHERE "PW" IS REQUIRED, APPLY 5/8" GWB OVER. Mark A. Anderson & Associates August 16, 19438 Mr. Duane Griffin Building Official 6200 South. Center Blvd. Tukwila, WA 98188 Re: 54 Unit Apartment Complex for Gencor @5700 Southcenter Blvd, Tukwila, Wa. Our Project #88020 Mr. Griffin: 32" oc 32" oc 32" oc 32" oc 16" oc oc 48" oc 48" oc 48" cc 32" oc Per your request in our phone conversation August 15, 1988, we have reviewed our structural calculations and plans concerning Section 3.2 of the structural notes for the subject building. This section may read as follows: 3.2 Strength The twenty -eight day concrete compressive strengths shall be: Grade Beams: 2000 PSI; Max. Slump 3" (unsupervised) Wail Footings & Stem Walls (4' -0" & Less in Height): 2000 PSI; Max. Slump 3" (unsupervised) Augercast Piles: 3000 PSI; Max. Slump 4" (supervised) Slabs On- Grade: 2500 PSI; Max. Slump 3" (unsupervised) Retaining Walls & Retaining Wall Footings: 3000 PSI; Max. Slump 4" (supervised) These slumps may be increased if a proper. addition of pozzolith is added to allow higher slump and greater workability without changing the water content of the original mix design. Should you have any questions, please feel free to call. Sincerely, MARK ANDERSON & ASSOCIATES z Dean Peyton, P.E. DP :at cc: Steve Friedman CITY OF TUKWILA APPROVED JUN 8O alb ARENeARNEMEAAREANAORREEE .r°t..�arx'.� ?iF } . ""�:+...: - ...v, {R!a.:,rlY.,54i � "• ". S w,:: t,�.r�'�"'. r ':t2,.? 4 rSy +;ht f ..i°c"7JF.7 .`LARNE- -1 MARK A. ANDERSON r fj�� Y=�''�: • . � > �., �7`. . ,, . , � ,. rx.'r,: , ,, . _ � r, �tY. -�' f -. :c1 � ,.�,? r v,' [ " I l D Y r r 7232 Interlooken Dr. S.W. Tacoma, WA 98499 (206)581-7043 Structural Engineering 304 t'Aoin Ave. S.. Suite 300 Renton WA 98055 (206) 235 -6690 S!ON Conseil /fits ?3?. :�'>`y.. - i2'l•lr,rr ::Wes ;Y•s.�!n..`:f ` !• t. �?h' �r•.,...<,.'"' �•",..`' ifis t' eK.. �'-` .'Kf,°�•'.7':1,.- '.'�"'su'`fi?e" �'.f%,.t.�r.,:':'J? ...N 'r, n N f f IIIiI,1.1. Tl"i I 1iNifi • . Ir.'�.III I .L.lr i.I,+llIIll I�i Ilh:. I~ill I.I.:. I I II.I:. I I�.. Ir l i �II'•ia.: ' Ilii...il:,� � l IIIh •L ILr , I I , .. �I IIII II I II iI IiII IIli II`I; Ii I II�II I Ali• I I I ;I..I 1Ili 1III1Lii1Ili1lll1ili 1 •. y .7' l ! 4 _ 7 8 ... ✓ 10 / 11 MADEINGFRMANV 12 TE:' If the microfihmed document is less dear than this , •, dot e, it as due to the quali•ty of the original document �+��yy . -,.ti rs . r- .:r3�+w..+'rP..,.,axx+rs,.:.- m... ,,. kNr., :int .r.w,�fi�:�a: . „dery r�W OE, 6e' : e LL 9Z SL 7Z £f. n Z `'VG 'Ii1.,w,,;... .1.. ,.2,1. �Jl Oil 'Cr "'"Zr- 1 III Vi 6 E�3 L 9 s '7 E; Z L U IIII!! 11! II !!IiIIIIIIIIIIIIIIII!IIIII(!I! HITS!! III 1111!I! IIIUIIIlI, Il 1l IIIIIII11111IIII11lII11lIIIIIIIIIII1111 ill► IIIIIIIIIIIIIIIlIIIIII11I111lI1I !! 11111TH IIIIIIlIIiIIIIII!IiIIIIIIIlIl! 11111111 1IIHlllll I1I1l1THIII 11UIIIIIIlIIIII !!MIII!I!IIIII!IIIIIII12III!! I!IIIIIIIIIIlII4fll,111LI JF k.V. 3 K MARK A. ANDERSON, PE, SE FJIDSETONLYI : THESE DBAWJP'G$ tAfU still•Y CT TSB firots# 1 6 .i. I!•. ,'•. lil :I 3'',� >iI!` +'. [4 i� :� ;}:�7" f S T r•:c. THE COMPLETE ae O cn 4° CONC. SLAB ON GRADE W/ #4 0 12"0.C. SHORT DIRECTION AND III o 18 °O.C. LONG DIRECTION (TYP o 2 LOC.) 8" N 01 : 0. WAIL. 3/5j Ei c Ft •2ii WALL 't)ETAI L is pER tt rAIL 1/rS5 8' -3" i. C.' -4" 6'• -4" L 8' -3" 6' -6" 6' -4" _ 13'-4" ' " I 4 t 0) 12' -9" —(2)— /4x36' 0 45 DEC. (TO�C)ORNER 1 '^R 0 OF GRADE BM. 0 1:1 n x 3' 0 Wia- # �' • (TYPICAL (4) LOCATIONS W CO 33 TON EMR MENT REVD THIS se1ER ONLY CHAMFER EDGE • GRADE BM. 0 1:1 g I 'SS Fo I I I I I - I �!�. :. •.4. I '14eAsb I i<' 1• I I ! 1 r-- -- -- - ---1 ; ! 8'.,< : '0- { I INr.F "(YP•I l -,HOLdki Ii / `_ C r -- — _-- - — _� I 1 1 woov t '( I bCAILr► I I I ALL FLR. FRAMINe SHOWN IS 2x10 1 0 16'0.C.(TYP I, 1 I 51 g L a No.o .4. r I. I z l �� I I I 1 I I !��/ I I ? a \ 1 -- 1. i ( b ' -0° CANTL. PROJ. I ! U 1 6"x24N1.--0° CONC. I l I BAR REINF.WPER 0 TE R6 � I I BEAM 'E' I I i ►''I ! I';!I I (� /� .4 I TYP I • SIM N BEAM'B' BEAM'B' 1 0 CANTt_ PROJ. USE 6"x24 "x1' -0° CONC. BM. PROJ. W /CORNER BAR RE]NF. PER DET. 6/S1 12' -4" ALT =R SCALE: 1/8"=1'-0" \AT 1'. (1.WfIERE DETAILS REFc ".RENCE SHEET S -1 ALL AU .ERCAST PILES AS INDICATED SHALL BE REPLACED WITH PIERS PER DETAIL 3/ S 5C,; (z) SEAM ''A" REFERS To GRADE BEAM RBI IMF SEE SI-IT. S1 DETAI L 951 -4" PIER AND. F FOUND. PLAN BLDG. A SI VICAR EXCEPT FOR WEST STAI roK PE -1"AIL C/ILLbUTS DVE • 17R, MI. g1`1D 70)4Y I,JA ARCH HT` A- 9 1.000D FALL p0< AIR Lk H mET A -`9 (z) LAYERS 30' FELT t5TWN STUD f. CONC. WALL rYR SIMP;ON 38L FROM EA PONY WALL [� lb FOUNDATION '\,VAL L (j)._ I CoN`T - I N { NT: a'x 241$Q F1 cr. 11 24'1 : Id 4 x a4" ABOVC rrrz _ s GJ /. r! Apbrf DI\I + 1 NE 7/I`7�r 4'R. �M. t-- K r DE L 5 /Si �,/ L CI.1Z c'1 4- OUTSIDE FACE OF ,•1A BLDG. C DN f♦' CL No1"E: us; WAIL. 1//si Exer '11tA1- (A)A LI- DETAIL PETNL 1. /5 15' -0" 8` -3" 6' -4" (2)— #4x36° 0 45 DEG. TO CORNER 4" EXT. CONC. SLAB ON GRADE W /#4 0 12 °O.C. SHORT DIRECTION AND DIR CTION •C. LONG An2 spir 8' f DN (-JAL L P I,3HoRE �EIOI��N c EAT- LOCATE bbL. JOIST UNDER INTERIOR N%NC±ARIN( - - bF1Et iIA)ALL MID PROVIDE _ - . 3 SIM P ON. TNRII (2) i ND JALL EflI c EA END OF GALL ABOVE (3) WALL LOCATION �.-)1 ts.4 ( �N N� ,-, I (DT) °¢ d I OUTSIDE FACE —1{ OF GRADE BM. 5' -2" 95-7" 15' -6" 5' -2" 9' -9„ 6' -4" 47'— 4" 1 9' -7)1 I 15'— 6' 0 0 co cc 2 0 4' -10" 16"95 PIER F'ER pE1M 3/s5 1 5' -11" ALTERNATE PIER ADD FIG. 1-f;; FOUND. PLAN -BLDG. B SCALE: 1/8"=1'— 0" lcO1D1E. QM, ni.A'ftotst Fog Ot41)6g tl�oft, Aest Pee. ' . -2 6IG' c, ( ixz4 .! lizootve 1 Access OPEAINCI wre) 4 RAvE VEKr #`3 TI Es C(= 4', oe o St1;'Ppi I E ON I- pAsHrp LINE. INDICATES LoAt� Dis RI�.r;LITIa i r,E:R _ SOIL EN INI:I:P\ GAF'ACJTY EUALS 2_() KSF GENTRY LOCATIOM3 SEE 1/S1 FOR FLOOR L S I i� ' N U �..pK. M 1 '' Eta �NAIC LilL�lfi� PROTECTION DETAILAcAINST RAISED GRADE 4: EXT. SLAB ARCH Q. �M • -(or f OT OF /8ONOTUBE SEE ARC I-t SHFET r \. / -ci FoR SHF 1\R WALL UAW OUTS 4 A r I ..3n& LR , ,. ALL E IEK E>EARINC 2'- 6„ LOCATIONS SHALL BE: .'"''r:Y'''' "t:mS:[:, •••h3FKLV.*::, J 'l "::::i. %1.4.. ,e7"1.9i CON1ft.JUALL'( INSPECTED BY A LICENSED SOIL ECjNR' 4 CANT: - 4 ffaRIZ e10 "nC (2) - 44 CONT /ArYRT & Ail cio ° r_1 a o ks (X) W7' CO : vi J "CLR ALL SP REPO FO()TIHq hE.ARI N CAPACITIES TO BE ±NSPEC.T [D f Y A LICENSED SOILS ENC K. TO PROVIDE A MINIMUM 2.000 PSF AL6 eXcA ti4poiVAS Fon Flag 6144a TAE ' T(F/ ar) VolVE 6otis I+Ftict1 #7EEI& AS To TOE a /Ci of t E EE 21, A .43 6 - vocomeltivarom d9tAtt 1 ,4$p ro*2. leetiew • ..,.- :- c..WS..f'.,.c, �rf<x,ra;"; }' T + 1w .'fiip+r.!a:�,d`.�?A,''S�i "'.fii : • ',' :w., '" V.r43y!! rr*:... .rwr : s irk: f.. aSf!1Se 53: F4 T E M. '31 a,f 4.v �r L k—%—.--.-f— ; P-.., NA t?oT :--T L -r RovINE. ApDIT otx.AL cip° EL '. ) sT `L ELTLJNI 4 RA E B4'i. EXT. EDN. WALL rER >%ETA IL. &/.C1- tkl -KKE cf.R. .M. FAI ` =T5 CITY OF TUKWIIA APPROVED SEP 261 MARK A. ANDERSON & ASSOCIATES Structural Engineerin La test 581-7043 (206) 235 -6690 LO V'V' CO OD 0) 0) 7232 INTERLAAKEN DRIVE SW 304 MAIN AVENUE SOUTH, SUITE 300 Vv.? V Consuftdes 146 'aNEeT OBSOLZTE 1s6 OF lsJ04 89 R i5�� Ca'rACHEI ��:N.. -� J" "- .:','.Y�.�d�'/�trr�`�rE,r..t� �".5.�.• •- :�2'?'Fe:'. ..�,I�:r;xx2lo„�= '�rY++'_ V�::..,...a. :4rrv.� te. • lilt ,hl. LlI .ILIIlIIIi.,�I .I�:i.l�il.' .iIILli'.i- Il`.II., III Iil'IIL'IIIII'1ILIII IIII IL�I .. I�. isI: 1'. I. 1., I.f- I.II.II.LI:.I,iil.lIIIIi1lI II.i i11iI1:i�I.III III.Ilill_1III''Ii I�.I IjIIIIIIIIIIIILIIIIIIII ,1111!1 I I I 1 I I I I 9 1 C) 11 MAI(1I(EHN.ulY 12 O 16TH'.IN(U 1 2 ;3 ' 4 .. 5 •. 6 .. 7 8. If the microfilmed .docunie'tt is less clear than this r . °ft> 1e, ,t is due to the quality of the ��riginal. document, hr 11G GL ye se 7z Ec r. r ` e; Uf: ���� .�, - �i ....< s3f �,t �t .,;�� +,� El ZIt lE �[.J � � -� cfj � s >:: z IIIIIIII!II?Ill1111 IIII I !II!IIIIIII! !!!! 111111; i,'1!!! IIl fII !IIIiIIIIIIIIIIIIIiIIIIIIIIIIII !111111 IIIII! IIII! IIII{ IIIIIIIIIIIIIIIIII !IIIIIIIIII!IIIIIIIl111111!III{ VIII! IIIIIIIIIIII !iIIIIIIIIIIillllllll!IIL!III!L III! VIII !Ifl!III�!II!I!IIIIIIi{iIIIIIIl IIIII! IIIIIIIIIIIIIII {IllIII!IIII!II{I;ILlI I I I I 1 1 1 . I I 1 I wooer N�{ I ► I I I I ALL FIR. FRAMING I SHOWN 2x10 I 16'O,C. (TYP) 1 I ! 1 ■ ; ►(111 1 • I. 1 141 14,1 ! i! • ' K M I I !��/ I I ? 1 ! I 4 ! \ 1 -- 1. i ( b ' -0° CANTL. PROJ. I ! U 1 6"x24N1.--0° CONC. I l I BAR REINF.WPER 0 TE R6 � I I BEAM 'E' I �1.1 — - i I I I I BEAM 'E' I I S� I I TYP S 1 I I BEAM 'E'! MINIIIIIIIIIIIIIII 5' -2" 95-7" 15' -6" 5' -2" 9' -9„ 6' -4" 47'— 4" 1 9' -7)1 I 15'— 6' 0 0 co cc 2 0 4' -10" 16"95 PIER F'ER pE1M 3/s5 1 5' -11" ALTERNATE PIER ADD FIG. 1-f;; FOUND. PLAN -BLDG. B SCALE: 1/8"=1'— 0" lcO1D1E. QM, ni.A'ftotst Fog Ot41)6g tl�oft, Aest Pee. ' . -2 6IG' c, ( ixz4 .! lizootve 1 Access OPEAINCI wre) 4 RAvE VEKr #`3 TI Es C(= 4', oe o St1;'Ppi I E ON I- pAsHrp LINE. INDICATES LoAt� Dis RI�.r;LITIa i r,E:R _ SOIL EN INI:I:P\ GAF'ACJTY EUALS 2_() KSF GENTRY LOCATIOM3 SEE 1/S1 FOR FLOOR L S I i� ' N U �..pK. M 1 '' Eta �NAIC LilL�lfi� PROTECTION DETAILAcAINST RAISED GRADE 4: EXT. SLAB ARCH Q. �M • -(or f OT OF /8ONOTUBE SEE ARC I-t SHFET r \. / -ci FoR SHF 1\R WALL UAW OUTS 4 A r I ..3n& LR , ,. ALL E IEK E>EARINC 2'- 6„ LOCATIONS SHALL BE: .'"''r:Y'''' "t:mS:[:, •••h3FKLV.*::, J 'l "::::i. %1.4.. ,e7"1.9i CON1ft.JUALL'( INSPECTED BY A LICENSED SOIL ECjNR' 4 CANT: - 4 ffaRIZ e10 "nC (2) - 44 CONT /ArYRT & Ail cio ° r_1 a o ks (X) W7' CO : vi J "CLR ALL SP REPO FO()TIHq hE.ARI N CAPACITIES TO BE ±NSPEC.T [D f Y A LICENSED SOILS ENC K. TO PROVIDE A MINIMUM 2.000 PSF AL6 eXcA ti4poiVAS Fon Flag 6144a TAE ' T(F/ ar) VolVE 6otis I+Ftict1 #7EEI& AS To TOE a /Ci of t E EE 21, A .43 6 - vocomeltivarom d9tAtt 1 ,4$p ro*2. leetiew • ..,.- :- c..WS..f'.,.c, �rf<x,ra;"; }' T + 1w .'fiip+r.!a:�,d`.�?A,''S�i "'.fii : • ',' :w., '" V.r43y!! rr*:... .rwr : s irk: f.. aSf!1Se 53: F4 T E M. '31 a,f 4.v �r L k—%—.--.-f— ; P-.., NA t?oT :--T L -r RovINE. ApDIT otx.AL cip° EL '. ) sT `L ELTLJNI 4 RA E B4'i. EXT. EDN. WALL rER >%ETA IL. &/.C1- tkl -KKE cf.R. .M. FAI ` =T5 CITY OF TUKWIIA APPROVED SEP 261 MARK A. ANDERSON & ASSOCIATES Structural Engineerin La test 581-7043 (206) 235 -6690 LO V'V' CO OD 0) 0) 7232 INTERLAAKEN DRIVE SW 304 MAIN AVENUE SOUTH, SUITE 300 Vv.? V Consuftdes 146 'aNEeT OBSOLZTE 1s6 OF lsJ04 89 R i5�� Ca'rACHEI ��:N.. -� J" "- .:','.Y�.�d�'/�trr�`�rE,r..t� �".5.�.• •- :�2'?'Fe:'. ..�,I�:r;xx2lo„�= '�rY++'_ V�::..,...a. :4rrv.� te. • lilt ,hl. LlI .ILIIlIIIi.,�I .I�:i.l�il.' .iIILli'.i- Il`.II., III Iil'IIL'IIIII'1ILIII IIII IL�I .. I�. isI: 1'. I. 1., I.f- I.II.II.LI:.I,iil.lIIIIi1lI II.i i11iI1:i�I.III III.Ilill_1III''Ii I�.I IjIIIIIIIIIIIILIIIIIIII ,1111!1 I I I 1 I I I I 9 1 C) 11 MAI(1I(EHN.ulY 12 O 16TH'.IN(U 1 2 ;3 ' 4 .. 5 •. 6 .. 7 8. If the microfilmed .docunie'tt is less clear than this r . °ft> 1e, ,t is due to the quality of the ��riginal. document, hr 11G GL ye se 7z Ec r. r ` e; Uf: ���� .�, - �i ....< s3f �,t �t .,;�� +,� El ZIt lE �[.J � � -� cfj � s >:: z IIIIIIII!II?Ill1111 IIII I !II!IIIIIII! !!!! 111111; i,'1!!! IIl fII !IIIiIIIIIIIIIIIIIiIIIIIIIIIIII !111111 IIIII! IIII! IIII{ IIIIIIIIIIIIIIIIII !IIIIIIIIII!IIIIIIIl111111!III{ VIII! IIIIIIIIIIII !iIIIIIIIIIIillllllll!IIL!III!L III! VIII !Ifl!III�!II!I!IIIIIIi{iIIIIIIl IIIII! IIIIIIIIIIIIIII {IllIII!IIII!II{I;ILlI TE LINE/ 117464 THE COMPL 8 "x3'0„ t . IAA ' ED IYPICAt. (4) LOCATIONS " k N oTl : USE Dow, I. psi Pr -THAT E4. ,t I.JALL D "AI L iS P .R beTA I L 47/s 5" 6' -4" 8' -3„ , -6' 6' -4" 4 6' -8" 13'— 4' CONC. SLAB ON GRADE W/ j4 0 12.O.C. SHORT DIRECTION AND p4 0 18.0.C. LONG D1REC110N (TYP 0 2 LOC.) 12' -9" x N F r -(2)- $4x36' O 45 DEG. TO CORNER (') 1-10-t>1 Llowr FeAMII.iG Fog 17EZV- 6' -6" $' -3" 4, 6' -4" 4,at 8" ca ALT SCALE: 1/8"=1'-0" SHIM BEAM'B' " 1Gx 0 6" 12' -2" St BEAM'B' a a m 6' -0„ 2 Si BEAM'B' a w m - OF GRADE BM. 0 1:1 3 IrrAIL - -(2)- 14x36" 0 45 DEG. TO CORNER (T'.) 12' -9 "_ *Nom: ust% P5-TAIL 1./Si F_)( ;f''r 1}tKf FJX1 i3LDCp. (A)AU PEfAI L," Is rK PEfN L £/s s- r kD1 c VE\ tLA"flOt, 1t`kD ER FLC�z, U 0756, 0.3 Ro (G) 1"1 EM iiRuP53.) .,NAD L AKEA 3 var 4 0A0 z �3. 33 TON EMB WENT REQ'D THIS PIER ONLY CHAMFER EDGE GRADE BM. 0 1:1 •U L,J m 4- BEAM'B' ' -6 'I 11' -6" 11' -6" " n 6x1 �. 8" n 12' -4" •t1 J I Iilrl- - 1 � iii S'X i Nr ,} 1 dA:c. RP E I i iI III I;I� 0 'o„ I I I I 1- I 1 AIL I I ALL FUR. FRAMIN ISHOWN IS 2x10 0 16'0.C.(TYP SIM (V -z .l< 4- its - 12' -8" " 6' -0" „ -I r- -.- 6' -0" 0 CANTL PROJ. USE- - 6•x24 "x1' -0" CONC. BM. PROJ. W /CORNER BAR REINF. PER DET. 6 /S1 11' -6" 11' -6" J 12' -2" 95' -4" -RN AT PIER A\D FTC. FOU \D. PLAN T o �(2oOtOE A1X11MUM t6 24 3ct Get, -Aci, -VO Q D E ?f 'Rope, 4e ?op-- U1c.761 -e-'15-1100 -BLDG. C ,4/' F•f' N ALL_ L.011 : _ BLDG. A SIVILAR EXCEPT FOR WEST STAIRWAY 4" EXT. CONC. SLAB ON GRADE W /$4 0 12.O.C. SHORT DIRECTION AND ¢4 0 10'O.C. LONG DIRECTION 8 "x1'4" rrp - 8" FDN G)AL L -nip. WHERE 5Flol.r`)N 6 EAT Lo 2\1' elLUE- L-*. 1 SAM 1 UNDER SEAIZIN 4*1 IAAL,1- I (D J�D D'rl .G7. v l GDE ? A..sar6 5 SM . 11-42-A7 Q(2 I�.•>` � I ,r I AO') ‘0,11-417.6014 o-(0) W-/4114* Lt " , ' I • G o (o1r -r t I�.I . ,tA• 8LL A&a l?4(P) 14-6 a) .4a.LL,.. -14, 1:4710. f--- +. OUTSIDE FACE --$ 4'(TYP) 2& G4•It4tt 11-t L K..-r F:410.111.14; OF GRADE WA. Fob OAK .ag�c..� --- ----- FP�•MIF tJ tiZ�\) V IOI4 I� �, 1 FD* D•L FLGL'�IZh of eUIL.Pi�CI S- vLJL' - ( j_! _ _ � ._� I rj DO 06-1 SCGl -1...v." A1 CAlT\t -c, ? I 1 {I 7 '� I i — — -- __ :1 V I I -Woo- I Ti'�I (' t: I (. ! 1 I I ' -SHOWN 2x100 0 I I I 16.O.C. (TYP) / I / I S ' Z lk 0' Nee' I I \0 VI (' •; , ,I, i t5) I 1 I I /a I !,>`'�'�4' I U� h 10\'' 1 p ►,,t� I - I El �s.11 I *11 GLS �I 11 ra 1 1 I 15 GI L-S el * I /e :1 i Gt-tt, - V ,d.f•f i a _ I i I I 'I3'I•% j . `I T 1 Fe2 -' u . fii; o• II t` IS-if -v "' .w i BEAM GL'• •:E - .• I ja r " I I 0 1' -Q' CANTL PROJ. I USE 6'x24'x1' -0' CONC. I BM. PROJ. W/ CORNER BAR;REINF. PER DET. 6 �.._ BEAM 'e,' I •. I 55 I BEAN I `I I t i. = ra0wrll�I�rlw i�iw* „ 9' -7" 15'-6' 5'-2" 1 9' -9" 1166' -4" 47' -4" 9' -7" 15'-6) 44' -10` " 1\-16"91 PIER PEI. DM 3/65 ALTERNATE PIER. AND FIG. FOUND. PLAN -BLDG. B SCALE: 1/8"==1'-0" *yd./ 1-I LrP,,.s -- --L4) 2v4- ?ELORI *V6I1 LS �- (I) 2144. l .S, C; WHERE DETAILS REFERENCE SHEET 8-1. ALL ALic,ERCAST PILES AS INDICATED SHALL PL P,EPLACED WITH PIERS PER DETA! L 3/S 5 (z ) BEAM ' A" REFERS T-�� C,RADE bEAN1 R l NF SEE GHT. 51. DETAILS FOR CALL'LJTIS Af5D.VE (g,.•, 'l\tL `lblA'i✓ OA LL... /\RC SHE A-61 t) oar) pot-1y LJFlLL 1>5K ARCH- sH A -9 (2.) LAYERS 30* FELT -WN STUD. If CONC. `J. /ALL TYP, SIMPSON 88L FROII EA POW( WALL E. TO FOUNDATION V/AL L i ----�` :rR BM , bovE tA)/ APbI1 �N RE1 N I✓ 6TWNt i// CPR. 5M. ----i DETAIL E /S1. 3,taR DoT OF e-SONOTUBE .SEE ARCH _SHUT A -9 F F StieAR WALL CALL_ OUTS (2..) *4. CoNf (2.)-0/1 now-' N iNT. ax7.4f.SQ F4'• 2,, (z) -- ''4x I,r- rWN rro P ASHE`P LINE INDiCATIS LaAtt IxsTRIBLITioIJ rE _ >I L eNCPINEI/R G.AF AC -IT`( rt I-IALS 2.0 I(SF ALL PIER UEARINC 2.'- 6„ LOCATIONS SHALL BE COI.ITINLIALLY INSPECTED BY A LICENSED SOIL: ECpNR. 3/ 3"CLR ALL SPREAD FOOTIWJ I3EARIN4 CAPACITIES TO f3E INSPECTED by A LICENSED SOILS E NCt� R. To PROVIDE A MINIMUM 20 0 PSF. FILE COPY (AL. excAuATIONS roe ?MP. IVSeMzu4ci tADIL `JE ! iFt6t) t 114E. So(LS i1 REs '' Aga To The u4- rE1r OF Lerme. of aZ hX 1 o stATA c3-1 t.t. % , A Wt t S t cC V ; v r;,�aailavore Pt.' tI II ' � Y1m 0 P 9 E •Q V� ' \ j �"- , ir0 4A�'� n Mn►w r MARK A. ANDERSON D; 1 • 7s a . a Ie sublcct to errors .c; plans does not caU;: ?:':. acd47. ptc :1 cede or Copy O appr ov: J By .-.:c,c approva are :zd approval of of any I� t D�off contractors Date OPIATES 4 E PE-raIL 2 Fe re / Gs.t,a...oL.stir I MMQI -I. 2Y2tx flti F1Zi W/ C?� L4 v.1 - GANTRY LOCATIONS @ �I� -- t�G SEE V91 FOR FLOOR � � �N�IC• LAS PROTECTION DETAIL AcAINST I RAISED BRA 'DE EXT, SLAB Y Ic, "c,C (2) -44 CONT r� • *4 AVERT. 1 ALT9O°�"� Hooks co 41' A if e.-/ 24q f ) r- 1'M &'T.ST•E -L rRoV TE. ADDITIONAL 90° EL` OIJ DEL �T'WN C RADA LXT. F'DN, WALL. 17EF. DETAIL 4/-51-t,, ERE 4R.5M. XIST5 R:A �' �yb:. �3' 7"i CITY OF TUKWIIA APPROVED B ILO NC DI i ISI f` 1771 f,s• JAN 18 1989 Structural En itieer /iig C»oisu /taiits 4...Gr. � G 'f • IIII �IIII IJIIIIIIIIIIIIIIIIIIIIIIIIIf IIII IjIJIjIIIIIIIIIIIIIIIII+IIIIIII 2 3 I f:., I'll III - L. LI. LI. IILI�i _I.i.II- i.j�1.I'II,I.I;i,ILIIL Liaj:�.l.i ii�IIII.IIiII.IIIIII.III1111 III III 'I11111I III 1II;�1111II IIII II� .. 5._ G 7 8 ErE:', If the microfilmed document is less clear than this 1e, it is due to the quality of the original dooument, t '.. ♦ G LZ 91 5Z +lL CZ n . ♦ ;ur.jy ...:.. n�d.,, ..YY '..wax.. R,. .. _.. B 1. 9 5 t ww 0 1111!1111II1111111I I i IIIII11111111I1I111II1IlI111111 ► 111111111111111111111111I11111111111111I1111111111111 1111111111111111l11111iI 11,1!11111111111I 1111111111 11111111111111111111111 II I11 1111111H1114 11111111 1111111111111111111111111111111111111,111 • *3 qqw di*c� • f . "A, ;•{s MARK A. ANDERSON, PE, SE 581 -7043 ro G cI (206) 235 -6690 2 0 Z < w 1i- CC 7232 INTERLAAKEN DRIVE SW ',h_ . ,!'-,. t:. . 3.x:•5..,.. _: �'4�•{r� ,. � :ric�"v'.�4.�r,�'e.F..:. >..,.:. Sc`'�1'_.9"',. e3.! i�r.....,.,..<.,., ��,_ :5...�#bAFili:�+7- .:..,:r_�;.,. 304 MAIN AVENUE SOUTH, SUITE 300