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Permit D97-0068 - PYRAMID POINTE APARTMENTS - BUILDING A CONSTRUCTION
CITY OF TUKWILA 630 SOUTHCENTER BOULEVARD. '`' SUITE ` 100 TUKWILA, `: WASHINGTON =93181 CHI:,. `CERTTF`I ATE :ISSUED PuP' N r PT O THE ' RE ?U.IFEMENT'J Et TION :A-09 r7F THE JNIFOPM 'BUILDING CODE°''CEP;TI„F NG H PT TH "' " r'E`:I.�ry` :1 PUCTUPE x �nz- � �, . R rt fir, AT;, T,HE TIME r�r �� � 4AS I.N C MPLI iNCE' 1� �'H"` THE : .iOtIS C?R gNANCES c'F4THE, • CIT 1 EGULAT BUILDING ., ON�TRUCTIC�N CSR ll'.r a� N D iL '"APPLICABLE IT ?; :'FIRE: CODES 'F40i:THE 'FOLLOW • • C t 7 ( e . o . RUCTION OF A 9 7.64. _,'. F . , l O, UNIT, APARTMENT BUIL ING, THIS O iC PERMIT WILL ALSO ALL. 'FU I WOR` kV i,S: ACTIVITIES FOR DEVELOPMENT PERMIT, #D` ; WITH: THE EXCEPTION' OF, THE ' A,TEP `ME,TER;. ..FFICIAL- CONSPICUOUS Occuparnt �Loat1 Type .of, C,'i.It THIS CERTIFICATE:' S :TED' CAN THE PREMISES • City of Tukwila i, Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 115720 -0360 Address: 15304 57 AV S Suite No: Location: BLDG A Category: NAPT Type: DEVPERM Zoning: HDR Const Type: V -N Gas /Elec.: ELEC Units: 010 Setbacks: North: Water: N/A Wetlands: Contractor License No: DALLYHI120L7 OCCUPANT OWNER CONTACT CHARLIE LABODA 3316 FUHRMAN AV E, SEATTLE WA 98102 CONTACT JOHN CONTRACTOR DALLY HOMES INC. Signature: Print Name:__ DEVELOPMENT PERMIT .0 South: .0 Sewer: N /A Slopes: •Y -TTO C911e4 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit No: Status: Issued: Expires: (206) 431 -3670 D97 -0068 ISSUED 09/24/1997 03/23/1998 Occupancy: APARTMENT HOUSE UBC: 1994 Fire Protection: East: .0 West: .0 Streams: PYRAMID POINTE APARTMENTS #A 15304 57 AV S, TUKWILA WA 98188 PYRAMID POINTE APTS Phone: 206 - 281 -1188 C/O J B MCLOUGHLIN & CO, 200 1ST AVE W STE 302, SEATTLE WA 98119 Phone: 206 328 -3770 Phone: 817 -0154 Phone: 206 - 328 -3770 3316 FUHRMAN AVE EAST #100, SEATTLE, WA 98102 k************* tk*************** * * * * * *ticik** *** *tit*tk'ktk'kYl ** ** *** * ** ** * * ** ** *** * * ** * *tk** * ** Permit Description: CONSTRUCTION OF A 9,764 S.F., 10 -UNIT APARTMENT BUILDING. THIS PERMIT WILL ALSO COVER ALL PUBLIC. WORKS ACTIVITIES FOR DEVELOPMENT PERMIT #D97 -0069 WITH THE EXCEPTION OF THE WATER METER. k**************************************************** * * * * * * * * * * * * * *k * * * * * * * ** * * * * * ** Construction Valuation: $ 612,593.36 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: Y No: Size(in): .00 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Y Cut: 2110 Fill: 1780 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: 3 Sewer Main Extension: Y Private: N Public: Y Storm Drainage: Y Street Use: N Water Main Extension: Private: Public: k**************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** tit * * * * * * * ** *tit * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 6,454.88 k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized S1 nature Date: I hereby certify that I have read and examined 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 provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permi Date: 9 y -9 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. • CITY OF: TUKWILA. Address: 15304.` 57 Suite: Tenant: Status,: ,ISSUED Type: DEVPERM App ied: 03/06/1997 Parcel #: 115720 -0360 Issued: 09/24./1997 * * k kkkk k********% kkkk* kk* kkkk** k*k M*** k** k •k•k***k** ** *** *k** *** **k *k ***k Permit Conditions: 1 . No changes w i l l l::be. made, to the plans unless approved by the Architect or Engineer and the Tukwi,la; Division: Plumbing permits 'shal.l..be- obtained through the Seattle- King.` County Department of P,irbl is Health Plumbing will be inspected by that agency,, including :,,all gas piping. ( 4722) Electrical . permits shall - c,be , abta ined`through;the Washington State Division: of labor- and Industries and all;- 'electrical work wi l ir'be inspected by that agency . ('242 -66:0) All mechanical work, shall be .'Under ; separate ; permit issued: Permit the Ci tyof All permits, inspectiort..records, and-approved plans' shall .` available a,t the .•job site pr'ior . to start of any con. _.trU These documents ar.e:.to be maintained and ava,l able :irnti l final inspection approval is granted. •AllI,structUral 'con shall be special inspected (UBC Sec 306(a)1) When, spec i a l i ns pe,ct i on`'`,i s required i t G her the owner, architect : , c r engineer .ha l i..not i fy the/ Tukwila a B u i l d i n g Division oi: appointment of. the inspection agencies prior tq the .Air -i st building :, ns.pection`. Copies of .all special inspectionrep'orts; 'shal be ``sub'mitted to ,the Building , timelyf` manner. R`epor tS :. - :hat l�" contain .' addr•esS , pro jeC,t name Perms t number and type •of inspection ' being performed The special inspector shall submit a final .igned report. stating.':whether the work requiring specai, inpection was,: to thebest of the'- inspector's .knowl'edge, 'in•• conformance with approved p _ plans and specifications and the applicable ; workmanshi pr ov:is'i ons of the UBi: . y. Any e insulations backing material shall have a Flame Spread Ratin:g'or' 25 or 1ess,,..and material shall bear 'i.denti,- tication showing the tire pertormance. rating thereof.' 10. Notify the City of _ Tukwila Building Division pr,i'or placing any concrete. .Thi:, procedure is in addition to any requirements for special inspect.ion.. 11. All wood to remain in placed' concrete shall be treated wood. 12. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for or an approval of, any violation of any of the p r o v i s i o n s of the b u i l d i n g code or of any other ordinance of the .jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this • code shall be valid. 13. There shall be no occupancy of the buiiding(s) until the final inspection has been completed by the Tukwila Building Inspector, 14. VENTILATION I'S REQUIRED FOR ALL NEW ROOMS AND SPACES OF NEW OR EXISTING BUILDINGS IN CONFORMANCE WITH THE UNIFORM BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51 -13 WAC. 1C PF'f`eMMFNfiA F FflN'' OP TWF :.nit ormno r r; a ni r DC rrtrur, r r re,mer „c • PERMIT OWNER SHALL 'SCHE,DI�L PRECONSTRUCTION' MEETING. RE THE DEVELOPER . SHALL : PRO, E A �l HEDUL E AN.D PHASING , +, .THE CONSTRUCTION. APPROVED B THE :;SOILS ENGINEER OF, RECORi� . AT THE ;'t?RE.CCINSTRItCTION MEETI ,` THE SOIL5 :`.ENGI.NEER :OF : : R ECO D SHALL ,PROVItE TO THE 'CITY A CHE©ULE;:OF HIa ACTIVITIES,:`. INCLUDI A. TIMEL +rNE:;FOR GESICN�PERMIT'TING, .ANC CONSTRUCTION OF THE RETAINING. WALL AL'L STATU ,..' REP RT" : SHALL' _C E..SUBMI'TTED ±TO. ::THE l ITY I,N., A TIMELY`:.MANNER `� PR;IOP ,TO FINAL' SIGN- OFF PERMIT', THE GEOTE.CHNIC AL ENi INFER HAS TO CE RTIFY' :THAT ALL'-THE: FACILITIES; ,THAT WILL BE :TURNED LIVER. TO THE .,� ITY' HAVE BEEN , BUILT ACCORDING : Tt . THE;` ALL': EPA E95 110115 CONDITIONS PLY .; Hau i inB- over �0 cY sha,,l l.k.: qi ir'e a pl tier a Hauling PerymiG pr iar tc anSr a.:4Wiated activi r , z.ti ti ANY: PUBLIC UTILIT1� LINES • SH LLf BE ` :TURNED OVEF; T 'b TH .CITY ALONG WITH ARPP�DPRIATE'i�ECORG;ED E iSEMENT D`O�;UMENTAT :ION / L ^• i fir. .' S i t PRIOR TO FINAL;INS ECTIOIV ,�, � z j A CERTIFICATE' OF: OCCUPANCY WILL OBEY REQUIR'ED� FOR THI;'PERMIT. ,. • ... .,eta' �. �, iw.... P ermit Na D97 Sta tus; ISSUED ite Address: 15304 57 AV S Location: BLDG A W ater Meter Type: PERM Water Meter Size: 1 :50 UU 00 Quantity: 1 W ork: Orden No: 5206A . C onnect i on ;Fees:: ,. $22500 it `00 $ 00 Instal "1 Deposit: ..$350:00 :r 00 $ 00 . Add' "1 Instal "1 Deposit: 2$.00 ,00 ' $.00 P lan`Review Fee: $10.00 i 00 ::a 5 .00 Inspection Fee,: $15':`00. $ 00: - x.00 Water Turn' On Fee: $25.00 $ . 00. $.00 Special Assessment: $..0Q $.00',:,.. $.00 .Other Fee' 00 .00 $.00 WATER METER A WATER METER D WATER METER TOTAL' WATER :METER PUBLIC. WORKS ':'ENGINEER'. APPROVA Applied Date 03/66/1997 Issued Date 09/24/199 BUILDING * R 0 - A . THORIZ 0 • E : Signature: r/tr//(� . gn Date: 7 u. Cr -1 Print name: _il .Phone: 70 Fax Fax #: g . 1 G . Address: 7 7 2 2( y . eLt (1, V411 Ll !1 Y e_- G 0, ( City /State/Zip: �C''i1. , A_ c rs (0 ALL NEW COMMERCIAL/ADDITION /M I- FAMILY PERMIT APPLICATIONS M E SUBMITTED WITH THE FOLLOWING: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which include : ❑ ❑ Site Plan 1. North arrow and scale. 2. Existing and proposed utilities and existing hydrant location(s). 3. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements. 4. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions. 5. Location of driveways, parking, loading & service areas, with parking calculations & location & type of dump - ster recycling screening. 6. Location and screening of outdoor storage. 7. Limits of clearing /grading with existing & proposed topography at 2' intervals extending 5' beyond property's boundaries, erosion control measures & three buffer protection measures. 8. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers (TMC 18.45.040). 9. Identify location and size of existing trees, note by size and species those to be maintained and those to be removed. 10. Landscape plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size, species, location and spacing. Location of service areas and vault with proposed screening. 11. Location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 12. Lowest finished floor elevation (if flood control zone permit required). 13. Civil plans to include size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. 14. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). ❑ ❑ Vicinity Map showing location of site ❑ ❑ Building Elevations (Include dimensions of all building facades and major architectural elements) ❑ ❑ Mechanical Drawings ❑ ❑ Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) ❑ ❑ Architectural drawings ❑ ❑ Specifications (if separate document) ❑ ❑ Structural Calculations ❑ ❑ Sprinkler structural calculations indicating load of water - filled sprinkler piping ❑ ❑ Height Analysis ❑ ❑ Soils Report stamped by Washington State licensed Geotechnical Engineer ❑ ❑ Topographical and Boundary Survey ❑ ❑ Tree Coverage Analysis (Multifamily only ) ❑ ❑ Washington State Energy Code Data and Non - Residential Energy Code Compliance Form H -7 ❑ ❑ Completed Land Use Applications if not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Pub- lic Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS pF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. NCI'ERMIT,OOC 1/29/97 Project Name/Tenant: p Qty l i1 � .fm crct Valu of Constructio ' 3 G . Site Address: 030g s 1 City State /Zip: Tax Pa rc : '� 0 /'f.� Property Owner: i��� `���� If yes, extent of change: Phone: �_ —T �� Street Address: _ I o , .( � citrc/ � 1 �-f� � f/n LI' f'/ iW L1 F f` � CZ Ity{ ��t�t�o /Z/ V' {NL{n7 Fax #: 1 , O � Contractor: •� ` a( kt c Phone: Street Address: Ci State � Fax #: Architect: .-r^ ity-c,k (_ cts ( 1C v � Phone: / �` — ���/5—U-65 Street Address: ,, City State /Zip: t 3 400 NoY 1 etc-cv w� `l5 Fax #: <--- a ., Engineer: pp y , ,{ t� ger^ C� Sc-+.•�l arixL< Phone: 003 —251. Street Address: q 0 1 (6(r 0i'h j xve :20, 1 , fr itAt Zt .. ax #: tgos' 2....5( Contact Person: � �r I( .e ....„ LA 1,9 O ,ill `L Phone: ..Z ---1-70, Street Address: ' i scct ity 'i _ atra _Fax #: z).2......5(..... / i O l Description of work to be done: S-b' c, fl o t^i, —� << - G t_ , ❑ Restaurant use: 71 Retail Rest r nt ❑ Church ❑ Manufacturing ❑ School /College /University g Multi -tam ly ❑ Warehouse ❑ Hospital Multi-family Motel /Hotel ❑ Office ❑ Other ProposEtd use: ❑ Retail ❑ Restaurant A Multi - family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? El yes ri no If yes, extent of change: Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm 4;1 none ❑ other (specify) Building Square Feet: existing q - 7(..1 (- new Area of Construction: ��11 Will there be storage of flammable /combustible hazardous material in the building? 11 yes s31 no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TU Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 FOR STAFF USE ONLY Pro)ebt Number: PR . `"T VSO Permit Number: D q New Commercial / Addition / Multi- Family Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): Cl Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: 97 Application taken by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM • NCPERMIT.DOC 1/29/97 MAR 6 1997 PFRMIT r:FNTFIP : k***A** A* A* k*A kA k. k k 1kA: k• A*k***Ak:4•L' * ***tk:A *. *k* kk'•A •A, *:kA k*Ak*k *k C ITY OF 1 UKWIL.A WA 1 RHNSM1T kA7kkA kk1 kAkk * ;A1- *** 'Ak ?rc k.. k- kAA •kklkk•k*kl*k**AA*•kk.k*•k* TRANSMIT 3SMIT; Number: R970.0,48 Amount: 4.284.00 09/24/97. 10.46 Pavwent <Method: ;'CHECK Notation: TRIAD 'PROPERTIES tnit SLR Perm,i t Nei.:. D97- -00b8 . Type: DEVPERi4 17EVLl:0PMi_U f PERMIT Parcel No : 115720-03E10 Site :Address: 15304 57, 'AV 5 Location: BLDG A Total Fees: 6,472.88 This, Payment 4,284.00 1'ata I ALL Pmts: 6,472.08 Balance: Ails* * *k *A*4). *A ** *4.44 *“. * *44*E4.4AAA * * **A fir *fia* *4 * *;7t**#A *i*k *A *•A* Account Code Description Amount 000/345.830 PLAN CHECK - NOMRES 000/322.100 BUILDING -- RES 000/345..8.30 PL(1 CHECK - RES 000/345.830 PLAN CHECK •- UTILITY 000/345.830 FLAN CHECK - .WA1kR METER 000/386.904.: STATE BUILDING SURCHARGE 401/342.400 INSP FEE - FL.H /LT /WME 412/342.400 INSP FEE STDRA4 DRAIN 402/342.400 TNSP FEE - SME /SS;; 401/388.102 Wt3TER COU14ILCrioN 401 /:t86. 52() WAlL;R INSTALLATION (DEP/ 401/342.400 WATER INSPECTION FEE 401/343.405 WRYER TURN -ON Fk 000/322.100 000/345 - 2,188.88 3,367.50 2,188.88 30.00 10.00 22.50 15.00 15.00 35.00 225.00 350.00 15.00 25.00 LAND ALTER TNG PEItMIT FA § 09/26 97j7 ►c? LAND ALTERING PLAN CHECK , 30.00 9038.75 . %t * * * ** * * * * * *k* * ** * * * **kk* * * * * * *•k** * * ** **A * * * ** * * *kkk * *+r *4k** It 'ITV OF I UKWILA WA - TRANSMIT ** * *k***** *k ** *fir **** * *,* * ** * **k k k ** k *- k*k * **it**** *** * * ***1rk TRANSMIT Number.: R9700548 Amount: 2.188.88 03/06/97 12:02 Payment Method CHECK( : Notation;:. K D ASSOCIATES Init:.: Permit' No: D97 -0.068 Type: DEVPERfI DEVELOPMENT PERMIT Parcel No: 11,5720-0360 Site_ Address: 15304 57 AV S Total Fees: 5,,578..88 Th is Payment 2.188.83 Total ALL Pmts: 2.188.88 Balances. 3 * * * * ** * ** * ** ***** *fir * * * *•k * ** *** k**- k*** * * ** * * * ** * *** **4 * * * **'A* * ** Account Code Decor iption Amount 000/345.830 PLAN CHECK - NONRES 2,188.88 3299 3/06 9719 TOTAL. 4452.34' WORK REQUIRED 29 15 :58 FR PSI SEA;TLE; Building Inspections City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject Project Name Project Address Permit No. PSI/PM No.: We have completed the requested special inspections on the subject project. Our, final report, dated July 17, 1998, is numbered FR 15376, Reinforced Concrete Epoxy Dowel Installation Pyramid Pointe 5711 South ] 52nd Place D97 -0068 712 - 71521 P,01/01 97. ooh Reinforced Concrete Epoxy Dowel Installation To the best of our knowledge. all work. inspected conformed to approved plans, specifications, UBC and related codes, andfor verbal or written instructions from the Engineer of Record, . ! agllmaie, PE Manager, Construction Service Department 4Y:xy(712 -71 i21.3.tkc) cc: Charlie L buds, Daily Homes, Inc. CITY p TUI(W JUL 3 0 1998 PERMIT CENTER Professional $erviue Industries, Inc. • 3257 16th Avenue, West • Seattle WA 88110 • Phone 2081262 4666 • Fax 20848 -0710 ** TOTAL PAGE.01 ** ;.• • • ' Project Pli Pi, Z d f ( Type of insp Ion: i Addr ss Date called: 7 �0 Special instructions: Date wanted: a.m. Requester: csG — Phone No.: i i y . a43 w,F hy� INSPECTION RECQF 1 Retain a copy with pet Init INSPECTION NO. - P CITY OF TUKWILA BUILDING DIVISION :6300 Southcenter Blvd., #100, Tukwila, WA 98188 206) -4 -3670 Approved per'applicable codes. COMMENTS: I Corrections required prior to approval. ERMIT NO. Inspector: I Receipt No,: Date: $42.. REINSPE TIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Pro ect: A 4 wctb •F ;141 -k Type of inspec n: VW A dress: , 153 57 4.)-€ S. Date called: Special instructions: Date wanted: 7 / a.m. �i p.m. Requeter :� / b4(( ( t �� ! t-f't)w eS Phone No.: INSPECTION RECOr Retain a copy with p it INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter" Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. COMMENTS: b -- 7 - 00( 0 9 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. -aqO c vvNat 9A- Inspector: Q Date: *V2-5/55') Li $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: ✓i+�W'fac°Y'FSuw- vYr!.�a,e7rNaa Address cP\ .5 t5? RL. City of Tukwila Fire Department TUKWILA FIRE. DEPARTMENT FINAL APPROVAL FORM roJ ect Name ," "�c Tv\ � 6 1 `1 Retain current inspection schedule Needs shift inspection �Q Approved without correction notice Approved with correction notice issued Sprinklers: )c Fire Alarm: Hood & Duct : Halon: Monitor: Pre -Fire: Permits: Authorized Signature Permit No. n 4(Y.Y43 c� t John W. Rants, Mayor Thomas P. Keefe, Fire Chief -- tba\9A Date FINALAPP.FRM T.F.D. Form F.P. 85 Suite N Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206)575.4439 PPRIBMermsfm INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: INSPECTION REC Retain a copy with p rf it Date: PERMIT NO. (206) 431 -3670 Project Type of ins ction: / Address :7 r Date call d: ' Q '" Special instructions: Date wanted: 7 D a.m. Requester: '` V c�0 7 Phone No.: '! Corrections required pitr,to approval. Inspector: I Receipt No,: GeLd 1 $42.00 REINSPECTIOI4 FEE REQUIRED, Prior to inspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: P ect: . (Lam\AcJ . f ,., x- - .n Typ o f i spe tion: 1; �F p Ad ress:. , . 15zt(- 5 7' AU S ' Date called: 7- "�1 Special instructions:. vy;.. 1i ,•i - ` � Date wanted: ASA ? a.m. p.m. Requester: Phone No.. rr COMMENTS: Approved per applicable codes. INSPECTION REC Retain a copy with p INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd., #100, Tukwila, WA 98188. t PERMIT NO. A )-e-yc (206) 431 -3670 Corrections required prior to approval. I Inspecto Date: [1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must . be paid at 6300 Southcenter Blvd„ Suite 100, CaII to schedule reinspection, Receipt No.: Date: COMMyVIS:7' LOJ0-7 l� D l..e. s- f.���. ›"7( ?J 1 ,- p"" r1 ` -. A `!uA... Special ir fstructions: / r_ /� 7 S oCJ3 • 7g Z Date wanted: a . Requester: ��# i Phone No.: 2-4*- . g7.4 3 :5_ ) /-Z ✓. r. . L PLI J. �I l._ 14i /J., v^ /!fir {, A / ` 15 (.) �t.,04 �r.; I � �4/ / 4 Project ! IY/saj.; -(/ -, ,L Type of inspection ›"7( Addres 6-7 /$ ,, ! Date called: 2` / tea Special ir fstructions: / r_ /� 7 S oCJ3 • 7g Z Date wanted: a . Requester: ��# Phone No.: 2-4*- . g7.4 3 AiVatyPtm l INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Inspector: 1 Receipt No.: Date: INSPECTION REC Retain a copy with perrAit eCP7 � PERMIT NO. (206) 431 -3670 Approved per applicable coals. Corrections required prior to approval. 7 45 _I $42 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: COMMENTS: d AO L r/ Type of inspection: - Q Addres • Y Date called: \5 tdttad ' Date wanted: 7 C, d .t ` tikk,g0 • (( S <<.. . , : -g--74.,.--C 2. . ■ . � La I j- � �s /� — -.• ;d I ( P.•# w rr G I, / I.4 - A S,rk 0 I >) 4 / Mf Ce.0:74e 4.4 1 ,# _5,/ 0) Airs ht ,(1-- rig „ti' - b r,'d c r / A .1 Project: d AO L r/ Type of inspection: - Q Addres • Y Date called: Special instructions: ' Date wanted: 7 0 Requester:. Phone No.: '2.- IN ION RECQ Retain a copy with p i INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd., #100, Tukwila, WA 98188 2377-49;60 PERMIT NO. (206) 431 -3670 • Approved per applicable codes. Corrections required prior to approval. Inspector: ..4-joet Date: (i $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 'sl • Project: 1 PS e .:.- Type of inspectio : On Address: I53°4- 71 Al) s Date called: ' .. 'Special instructions: Date wanted: a.m. Requester: kH Phone No. 2(Xv 4-� ? . (a3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: INSPECTION REC Retain a copy with pit Date: 4 PERMIT NO. cy -0068 (206) 431 -3670 Corrections required prior to approval. 114 o (1..- i34c v4 U N NTt G9 ~- $42.00 REINSPECTION FEE REQUIRED. Prior to in pec Ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. vH Receipt No,: Date: Project:. Type of inspection`, / . Address: Date called: Special instructii ns:. Date wanted: m Requester: ( l b l utiur Phone No.: 2.010 - 21.1 -720 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. f Receipt No.: INSPECTION RECgPI/ Retain a copy with p it PERMIT NO. 011-- cog3 (206) 431 -3670 COMMENTS: Tk G.i , SHc (l.. wA -k-LZ c4,44... �1(7— c. zTa_t rt r.1 t . niA,tt_S A4.0 c -,aS � •- Sc Inspector: Date; 2 4 , Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Proj:an, • P. - of ins. = ction: ,� + - n Addreks / x , a s Date called: r ( s 1 `� Special instructions: .. Date wanted: /� � C� y� . �t.4 ! u P. Requester: Phone rJ' L ' .... , INSPECTION RECT Retain a copy with pit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Receipt No.: t 1 O. g PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: - 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: 0 I p o. 1 i I dtrl"f�` Type of inspectiarr l'-t illtf t§. .. " Addres 0 - 1534 5 ` 7 S. Date called: Special instructions: Pr 5z eb f r ?Our Date wanted: L il l o a. Requester: Phone No.: INSPECTION REC :.Retain a copy with p it INSPECTION NO CITrOF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 Approved per applicable codes. Inspector: r PERMIT NO. (206) .'431 -3670 Corrections required prior to approval. COMMENTS: c tv, rat 4 kl<Tti`a-t 0 t2.._.. t2 tom• Ps, F Date: v p F] $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. I Receipt No.: Date: Project: frvyk wrap Type of i spect 6n: : Address: 5 ,.? 11 .' t , Date called: Special instructions: '- Date wanted: , /,,, a- a. n . Req Phone No.: INSPECTION RECT1 Retain a° °copy with plliit INSPECTION NO.:- CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. Dc? -i0 PERMIT NO. .(206) 431 -3670 Corrections required prior to approval. COMMENTS: Inspector: Date: 441/0 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: 4'- ((Y1 Kt rD t Type insp of c n: •.. Addre$s: 1 y� Date called: Special instructions: . _ Date wanted: l Requester:: ak P ne -���o� 1.,q,/ INSPECTION NO: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188_ ApproTed per applicable codes: COMMENTS: Inspector: INSPECTION REC Retain a copy with pbralit Date: PERMIT NO.. (206) Corrections required prior toSproval. Date: 4/ 5 , D„ F $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Project: rain in T fins ectio '�` _ � ' " 'r Addres ! i Date called: Li to 9 Special instructions: Date wanted: ti-- �-! 1 ` a:m Requeste h - INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: rnu9 LL i.l S 11 C' t 3 C F Approved per applicable codes. Inspector:.. Receipt No.: INSPECTION REC Retain a copy with pit $s? c ( Q$ . (206) 431-3670 Corrections required prior approval. F $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: COMMENTS: y" 0--IGA. - n – 1 NiPuTS Uu" )I rTx3 i) f e a:'1`A.., L s 3 .Z ( j •. N+ L- 6I 4(.1(4 (i 61.E ci /L Ao A NI Q ( 0. t:. ( ,a. - s' zf F.la71 % t, V414 (2) - I'L\r . 3 Fix . tlCI .ST r-ri-J x�-3 __ r-,ta else LA sN - l -a e w uci tJG r 15 /...S 3. z.. . S l 1 SS' ;r1G r_S 14 A; ",,b s ( (Z,r — IT 4 IL ")444 =. Q 6.PPa 99 ► Si t-Ni c L. „p, TS G 10:_S t mac` € ( S ,Du C iS I r•/ Ar��c Tt) i..- '7 fa.. m P e 1� cJs . ,) A.4 4., - 1•�..a hro A- ,!7 '1 L i 1 PYN t (NIP Requester: Project: .-�, j,, 'el >4 ,�-- Tye of inspecti -5c-17 ' ,,a" Address: Date called: Special instr�cti� ` ! / � / "1 5-7 cj / h e04.6 ,,,,,--" /19.00 Date wanted: ! (�j 9 -- / ar :.:2 Requester: Phone No.: L P' "1120=Sa:lS"AS=SG1w 7:617.4AD:nC•i.0 .4.73. .fi ..- ...- ...w.....- rn.+..on•�t r.++.dvcY.YtTVL'Stt.YY . ,. �. : " -• INSPECTION REC Retain a copy with INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 f Inspector: 1 7 PERMIT NO. (206) 431 -3670 Approved per applicable codes. 1 7 - 1 Corrections required prior to approval. $42,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: ., ....,Nr, a ..G.; �s.•..,,r: ,z a :,,�.'ti a'.r'i>>.!'; :� �' P1.1:•'Jsra xi Project:17 ,.. 1 0 t- rbiyil - circuit-1A Type o ns Vat _ . , 0 Address ( 1 Date called: ' Special instructions: Date wanted:q ..co _ ...... 5 P.m. Requester: Phon: q . 1 - 1Zipir-msourearsen,====.,..----...2=======onsmsantWMVSX. : L4 R I e N1P .n E a C c T o I0 o N w INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 fi • PERMIT NO. (206) 431-3670 Approved per applicable codes. COMMENTS: /Pr Sc.,/ef ; h 7 cl 1-- rg A A" cr f AcA=Sicciogr.S___ dr.<64.-Ir 6v, c., -e < e4/ /a-aa kr; ey c. ),) WA,/ [Inspector I I r eceipt No.: „- _ Corrections required prior to approval. Date: $42.00 REINSPECTIdN FEE REQUIRED. Prior to inspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: COMMENTS: /' . S / �wFk'rt - Now 77 r *- P S C . . - 71 j - 5 L A A 4 v»-) , n o /nl 7 6 "'In - � 1 /y x 9 " PS - 1 i, Si 2 , , '‘":14.019R-S- AZ" 1 - . OF ) 3 A) Y r l t '' IS L s ' ;... 1.7 0 ' 7 J ' S ' `•. Sf� . " C' i \ Fi4 . 9 7774-'- P«- 4-S kl l4i c fa dccu lc.P fl u 6 IAd a3"--- TAC Special instructions: "'. �... ----^ 62 ,1JG ' /I 6 - t'(oi)— Ai t I r A 2'sToki eq.,m :** rthc LLA.r .C� tZ- uST t L SI4& AS A N i- ST0ily /3y / 4 Requester: vf' 6 g-k' 3. Fv / / A3a - ! A- r LET So % or ' jan1 -- F Ava (I- A4t.� ' .t_ kit 1= A ' TAT sr.D.= 4ttas'i iwVsr) dr Project: ` 14.411+0 {fi I ►��' Type of insp f`tt.A,r Address: ' \ .: Date called: Special instructions: "'. �... ----^ r�, o - Date wanted: I// / a.m. Requester: Phone No.: 5(49 17w.R. VARR'.k".c+ +v .r.nrwn ....s"�atKPOI iPIIM 'VI '• [rraRi�.: MW • Approved,lier applicable codes:' INSPECTION'IREC Retain a copy with INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspecto J � . � ---,-- Date: w .. __..._,..u..r.. {.1.w.v. i Y.4.1.__,t .- .s _. n • PERMIT NO. ("Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: COMMENTS: j {94 • ,g u r LZ r tJ67 A Fa to ND f if - rt 16.x . e• a c-1 ( ( ," " ToP uF i g" f u NDAa`"1 UAt-t..t..... T4 1 ' troi N1 '(rA..a- k '-1- .. ,E, plc 7 to o9 Okik ,g..t_L.() v J A.,.la , - - . II ai+a1 A . (0 yo)14. vadD TO r--11- --» S rr A SL-1) PE r4v46-1 2 6,1,A i up i A A .4 7th to bC-. 'VC \v.. 40k1/4. c;. G' - C, , vr-1 r2x' F-4-4 4- _ .'To C P A-Oc . tNmu irb mA✓V Tit $ A- STO4 4u J t.l01nj . 'k tti.. N'E'c T' s /F- T7 fS A F, cat # T»v9-T` 1! - n 3 sir1 AG C SIou' 1 tit, ttc Nal ,re-Ic‘= . .5c /. Q o4 beg, A Date wanted: 4 ( �/ Project: 9,.. i1 n-rn „p f31 �� Type of ' pection: Cn - yr t< 6' re-A Address: Date called: Special instructions: i sOG Pr f 9 ,. I , Q_ Date wanted: 4 ( �/ 19 p.m. Requester: Phone No.: INSPECTION NO. INSPECTION'REC Retain a copy with `'W it CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 �� 077 - oo1pJ PERMIT NO. (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector 1 1 Date:4 9 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: � Type of inspection Date called: Address: ! n - S- 4 9» Special instructions: (.. L� Date wanted: a.m. Requester: Phone No.: .... ... . �. ..... .. �.v+'. "�v�R� �i... ....yi:Fy't:Y. J�'i.T �w�- ',.1.' INSP CT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: 1 Receipt No.: —'. a! •7[\.7J:!r. INSPECTION RECQ�r) Retain a copy with p iit ... .....H�.tl...... .� NN,ii w Date: lz),7-6t4 PERMIT NO. n Corrections required prior to approval. COMMENTS: /Awe ,ic2/ > 3 jzoA--1 (206) 431 -3670 / � 7)'1 Date: .11:31 GJ $42.00 REINSPECTIO FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 4 Proje a:miG(ai • r • , Ty p�c > � /ctiori: Addr Date call „ S Special instructions: Date wat : ��r l Q am CITY OF TUKWILA BUILDING DIVISION '•6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION NO. Approved per applicable codes. COMMENT ;.. f ;:. Receipt No.: •k ec, �llfi- .ulf..� : Rd ...:.�,...•.sOi14..,�f�.P�4M.Y Y...a..Nt INSPECTION RECO") Retain a copy with p it PERMIT NO. (206) 431 -3670 Corrections required prior to , $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project:T) 'f ram id Ot T D t h�� Type of i�epection: • TY - et.lM i pi Address G Date called: Special 'nstruction'. To Gb), . Date wanted: ' m., Requester• �c t i'3 N,p . ..Z Phon '-i —• ic,.s.10... Ck) INSPECTION NO. C- ITY OF TUKWILA BUILDING DIVISION .. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 n Approved per applicable codes. INSPECTION REC Retain a copy withp Date: a r PERMIT NO. (206) 431 -3670 Corrections required prior to appr of $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. COMMENTS: \ C A S f /14 14?' 1(er ei4 '/ 3 ) 5, - LL -1 s � i'17 4 • X - - '6 ; ,Z c&.AA 1 -V4 u � 11 r b n 5) Adel. /�i /PS h,1 \( , P 1 t t 1 (.S �} .5th /L1 #4- ,rSS /• 3 hr,R , 9) 1 h tlid o v h' 6 0m- 1` •' G A) p Receipt No.: Project. T of inspec ` amt. Addr 5.9 viv Date called: _. Special instructions: / ^ J - ' i ' -' � Date wanted:. , r = Requester: / ,,q, Phone NJp c 01: 54 reaxt �a�ucou :r, nn c MO v � « *.w.,raMaN . rap arr:. »•simittivrx. 'ff % Inspector: INSPECTION REC , Retain a copy with p ? i INSP CTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .r . Approved: per applicable codes. [I Corrections r e q uired prior to approval. COMMENTS : 81 0 .., if„1/ s /a F o w r . 1 ;t1-';f G, _ Q4/. A ( / Date: z 2 .. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [ReceiPt No.: % M Y Date: x.97 OW PERMITNO.. (206) 431 -3670 ;s: COMMENTS: y 3. , 7L. '2,-7.1 /Cut _AI 2-$.-4 - 1-.-J` _ C _ 1 1411 TO St �� . . -- -_ --... • • ix . _ - � -, PO% !Z-,?`" 1 usel heoa ,. s t . a l L > / , ,'/ / 7 1 b 4.24 #4', I # , /94 . 1-1) I o e. f, , . , r!` c6.&.1 t G M t o 0 7 1 � r/cloi ^ piste- ei ra i. / Type of inspection ' Address: / hh" Date called: Special instructions: Date wanted: a.m. it-A_ � p.m. � Requester: Phone No.: II ir t" fentYNAMV rtaurma a wn un1* ...,..wrywaarA,.,.a. ,..onnfaZMT4* :.rArt .+" O. Approved per applicable codes. Inspector: I Receipt No.: INSPECTION REC Retain a copy with it PERMIT NO. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981.8__ $ (206) 431 -3670 Corrections required prior to approval. Date: II ir t" fentYNAMV rtaurma a wn un1* ...,..wrywaarA,.,.a. ,..onnfaZMT4* :.rArt .+" O. Approved per applicable codes. Inspector: I Receipt No.: INSPECTION REC Retain a copy with it PERMIT NO. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981.8__ $ (206) 431 -3670 Corrections required prior to approval. Date: ,Le ... , . ry Proct: /Ca4y\jd Pa_t„,..L. A_Iotaeriti,TA7Arzctiori:- Addrdss: [ 3 1o ,57 Av 5 Date called: Special instructions: ,, p, u L 4 Date wanted: _ . )9 Requester: —c i _ t. .X. N. Phone No.: ( -`701 1,3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 X A pproved per applicable codes. COMMENTS: I Inspector: r "--- Date: I Receipt No.: INSPECTION RECOrc RetainA copy with FLhIt I I 1) PERMIT NO. (206) 431-3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Projec : i �-- Typ of<inspec ion: • t 1 - Address: Date called: Special instructions: • Date wanted: . , 4trI+i Requester --' , PhoneNo.: C - �oa LO_..) A8KCUTWAI0L.....M.1144Y011 .004tYM.IIY o� COMMENTS: Inspector: Receipt No.: Approved per applicable codes. 'r- e.."/./74'7.72-1 , INSPECTION REC9Q Retain a copy with it INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., . #100, Tukwila, WA 98188 Corrections required prior to approval. �g4 J � $42.00 REINSPECT! • N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter BIvsL., Suite 100. CaII to schedule reinsppction. Date: b -ock PERMIT NO. • (206) 431 -3670 VIII . 4/4 Date: Project: y yjiiirhms) A. Type L:• c f in ts( ... \ Address: ' \5 2„... i . Date called: 1 ivz— Special instructions: c..4 Date wanted: ( ( / a.m. Pl. Requester: Phone No.: INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. 1 1 L iec , eipt No.: INSPECTION RECcrfo Retain a copy with pl.hit 1 1 '7 GU (r PERMIT NO. (206) 431-3670 COMMENTS: • Inspector: Date: kig Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: '/Liktkarkiteirkittadidiktt.11aikgi■ IhroGiCht.,.1.e.t1 '41 Project: ci t D /) prr Type of inspectionr, ( Z4 �- - -V �ai✓ Address: 5 11" .. . ' ok . Date called: Special instructions: Date wanted: f Z /q 8 , a .\ Requester _ i ` C : Phone No.: • INSPECTION: REC Retain a copy withit. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Cco (I Approved per applicable codes. L eceipt No.: I PERMIT NO. dhe (206) 431 - 3670 COM I Inspector: Date: Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 7� Proje yR,ct: U,��� i�� • ��, .� mot} Zype of instio . i%..‘ ► Addfess: 1530 LI 5 l AO -> • Date called: ) ~ } if, ','° Special instructions: L /r "1 i'' f / ,,,,, , .7.- - d w k . ' ? Date wanted: � c -' ),S , ( Requester: ,- Phone No.: Li L I . 769,103, INSPECTION NO. CITY OF TUKWILA BUILDING - DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: _2, Receipt No.: INSPECTION REC Retain a copy with 13Lhit s4 ti 4•"' iG ' V ` -v Corrections required prior to approval. • 1- Date: (206) 431 -3670 S Inspector:/ / I �/ /' Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 4 Project: g m � i ID Y v i•ilir Type of inspection: /' rizi11411 • Address: Date called: lZjq Special instructions: �G ( . (A) Date wanted: f(Z c f ( a.m. -,-:m Requester: ; ,,, Phone No.: Z ilk_ 77 COMMENTS: Approved per applicable codes. 0,1 wi6,: St.2. L CeIPt No.: INSPECTION REC Retain a copy with pl.hit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Corrections required prior to approval. CZ 1U> SI PS 0 41S Pte...- t. TEs Date: ,bcr7 wSs PERMIT NO. • (206) 431 -3670 $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .....�w. _ — :et,. eh ..,...?.■Ia�.b?ikiid11 Va kilV5",14..d2t'l.' Project: { Tye of iin 'Address: .i. ► 5:3O'- 5 '1 . . Date called: 11 ..91 Date wanted: 1I - 6 - 91 a.m Special instructions: 5'.o ' a ril p.m. Requester Phone No.: IN •NNO. CITY-OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, .Tukwila, WA 98188 Approved per applicable.codes. COMMENTS: iA Inspector: Receipt No.: INSPECTION REC Retain a copy with Date: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. ,. _ iii Alum F $42.00 REINSPECTIO 'FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0 Date: .Thject: . CA s / E c ink- e o 1 inspection: i Lt1C�cct U r) i Adde s Date called: Special instructions:. 9 Date wanted a.m. cZ I 1 p Requeste • Phone No. U� —\' D..LU� INSPECTION REC Retain a copy with INSPECTION NO . CITY OF TUKWILA U ILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Sect A-L- ► NsP C , � Ct ,L.. -I IS OtJ SrT` . I Inspector: Approved per applicable codes. Receipt No.: Date: 7/9, PERMIT NO. (206) 431 -3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date; A do.. a ... 11 Project: ''T N Rm LITc of inspection: Address: .,.. Date called: 9 i Special instructions: , 8 0.,... ,1■.1..r-sk..._ Date wanted: l,, I q ,„ m. P. Requester: ' Phone No.: gingtgar4restrar COMMENTS: Inspector: 1 1 IN PECTION RECOP') Retain a copy With t INSPECTION NO. 'CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd , #100, Tukwila, WA 98188 Approved per applicable codes. 1 I PERMIT NO. ‘, 7 (206) 431-3670 Corrections required prior to approval. Date: %.■ ,• • 1 $42.00 REINSPECTION E RE UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: v k•' Project:: � � Type of inspection: Q1A. f; Address:? Date called: Special instructions: Date wanted:. a.m. p.m. Requester: Phone No.: INSPECTION NO. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: IZ oSA p,O.0 6xt5155MK ��� �N) SS -- I/ IcitAk4A, ' a ' cL c e c1 -,.5 951 'Gem- 6 ' 1 Sc t d LID I Inspector: II $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: INSPECTION RECO .:' Retain a copy with pit C-70 1 Corrections required prior to approval. Date: Date: _... .. w.w:2t_ hid" _... t- eof :+W'Acx��Zr.'[,�r.�.aY�'.�., tit. L�4aryti4. r .'y7l r.4ray........_,.r.._ .. PERMIT NO. Project: fyacuirJ Type of inspection: s i4A V °I Address Date called: Special instru Ions: Date wanted: .. 5 .7 a�m. Requester: 13ag /s - V+ Phone No.: J Inspector: Approved per applicable codes. L iPt No.: INSPECTION RECO Retain a copy with p INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .kkki Date: PERMIT NO. (206) 431-3670 Corrections required prior to approval. COMMENTS: : C�. • T- i ..1L,, Peu-) S wi t+ 4 ` S swt rr 1# 'z- O • • S , Sr Ps $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: ■.. c....u14. psiaktetiniar tlet0e4b dtlf I i i i i10Sk e' ikieiiik ttaikarolIZ Av,d!iatv.YA. :at .rd....,.�:...r a. ,_ COMMENTS: Type of inspection: , Date called: / G „ / f? , C Address: /P/i /f 7 $ 5510 1 Z a.m. P.m: 1?/iqe? ` / O 9 GF -otc &// PI L <D Phone No.: l /y c .).:)1-vit. 6" , (r I citapt s5,; 1i g-.2- . '' /e--401 : z. ._ , . = i ¶V/ . Project: i2.444 i atiutr Type of inspection: , Date called: / G „ / f? , C Address: Special instructions: !J Date wanted: G '4 r ) a.m. P.m: Requester: Phone No.: • Inspector: 6 I Receipt No.: Approved per applicable codes. INSPECTION REC Retain a copy with p it INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Corrections required prior to approval: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: kohNsleizo v (fe Type of inspection: CU IIA P Address: .-42g14-,144 Date called: Special instructions: _ too RP BA Date wanted: il-/i C/ a lfm: Requester Mi / Phone No.: JCOMMENTS: tail sic Ra• wilii cteLit t2 vs pallotio. J-di 6c.) K vAN Dpe_ -FRAA, 41,t UkLIJAJ 1 -4‘ P-ac .-42g14-,144 C 6)LAA.o.,29*-- - ,1 .._.. ....._ A . A , 1 , v . , 7 t_....., • k • 4 A. _ too RP BA INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 1 Approved per applicable codes. Receipt No.: INSPECTION REC Retain a copy with p W it 60J Corrections required prior to approval. Dq7,..c. PERMIT NO. (206) 431-3670 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: Type of inspection: Type 5 S Address: Date called: ` Special instructions: Date wanted: a.m. Requester: A ( (aAM Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION REC Retain a copy with p it I I PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: (S ll4 1 sat, A ( c $ ( ) To s S 00 S S vtnl (- 2, Q Q Atm mac,' utn � o 4,,, [Inspector: Date: \ $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Kww�a�ve N cif .401;;6 6 irmi 4 t a ns"Al* 9: s1Sti 7t Project;(,} : p Type of inspection: s s s Address: 1� (f) Date called: „ / + 2 / ` Special instruc . ns: Date wanted: (2 S ) a.m. p.m. Requeste / 6 1$ ( S / (y i i:) Phone No.: ,YCa'+esa+es..ar.®.+...onaox ki 77 CITY OF. TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188. 1 I INSPECTION NO. Approved per applicable codes. COMMENTS: INSPECTION REC Crn Retain a copy with p it 2 11S /A7 55S TO-1 Pth f ajA 7-947 Iff•p S of Z- 1 5 *if [tnspector: 3.,; Ps.r. / 5 � , � & $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, I Receipt No.: Date: ` / sq? „ / PERMIT NO. (206) 431-3670 Corrections required prior to approval. Date: Project: VNIA.f /tott- Type of inspection: SS S Address: 1 U CA p- Date called: 12/11/7 Special instructions: Date wanted: a.m. 17111/V p.m. Requester: �3Cb 15(6(F-15C), tlx Phone No.: COMMENTS: 1 1 vsv 4Zx *t - 7 5 1 P1 0 U4 -.24-J 0.-/ ct .9 it S N (ix O - 7/ C �l'`� (_ o, A ...._,)` , -40-t (G r 1571( wJ lit A ILAN INSPECTION REC Retain a copy with p = 't INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300. Southcenter Blvd., #100, Tukwila, WA 98188 D77- ooL8 PERMIT NO. (206) 431 -3670 Approved per. applicable codes. I Inspector: 11 fl Corrections required prior to approval. C� V Date: / A/ Z./T? $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [AeceiPt No.: Date: nt..1.4∎...0 a M1�,at..� F �Xe�eds:��t%r.,.s.�t. M4if'%�f4S`f?�N.� �.d;a.:, 6:'.:;n Project: AA.. I `7 1�1An � �v l Type of inspection: ��^^ S J S Address: !l!! . Date called: 1 - ?.-1) OA? J Special instructions: 1 ( A) Date wanted: ! 1 a.m. ' Requester: , i\- S K- »QMr Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. Inspector: Receipt No.: INSPECTION REC Retain a copy with p Date: t vla:..r....ir,.Wh_.. a...:.nn.x cdrs.. 4414 42103e1:.,141 ....s wu.... _. . Dt --mss PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: )411/q-? c ( S4 c:ADNA S5 wt 1+4-3 w ` 127 1?) ' r . Li $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Project: .: Type of inspection: L A Address: Date called: i v (Lilco Special instructions: Date wanted: 1 v a.m. p.m. , Requester:' SK Phone No.:. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes: COMMENTS: P7/0/c2 i o567 44/ x(14 6604 -lJ. 47 ,tee 54--7- a F ;, .. 2 70 Fyis% &4 L nspector: INSPECTION REC Retain a copy with .' it • Oct) cam$ PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: Ca S42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection, I Receipt No.: .. 4. y. ' 1a. _ Date: Projett: n ! K Typ ld' e of. inspection: S 't1 G r Address: r. Date called: Special instructions: Date wanted: 1711 1 q� a.m. p.m. Requester y -Q 5 . y U Phone No.: I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. . . COMMENTS: 1 1 INSPECTION REC p Retain a copy with it Date: / 1> $42.00 REINSPECTION FEE REQUIRED. Prior to inspect on, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: [Receipt No.: i Date: PERMIT NO. (206) 431 -3670 . Corrections required prior to approval. . iaf.A Yllhlfafn a.M:rNt...rf.. .. «__.... , ...r x Project: --p._ � 'lQ, k/ Type of inspection: 1 J! ddress 1 711 � /JZ g� 2 � 5 � �d- Date called: � (' 2.4 � 77 .o Speclal instructions: 0 Date wanted: ��I Z a.m. G^i l / P.m, Requester: Uakt • S ytitt2A3) Phone No.: INSPECTION REC Retain a copy with • 't it INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. I Inspector: I Receipt No.: Date: t7 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: 11 /)if i Co a p ` of PM s - ci 0.dt 6V i Date: 1112411 Li $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.; Suite - 100. CaII to schedule reinspection. Project: 0p A 1 (b Type of inspection: Address: ___ � Oki Oki ADate called: l I �r ( � I � Special instructions: P . Date wanted: a.m. (1 f p.m. Requester . . 1/4 . S K.Y (Q .v..) Phone No.: INSPECTION REC Retain a copy with p W it INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: ryq 7 S 6;7 N h vJ SS IAA 4 , (iv\ a.,Ud ekA s4 1‘,_Ix . 51.44(4 fOr 9 5(L& i c fit4n s_y4 w� 4 1.1-1/ civd Inspector: [Receipt No,: Date: $42.00 REINSPECTION FEE REQUIRED. Prior to nspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: o. rMilI A 4 ilwitaet ..n 4, Project: I�d� n ' j - �ltn1�Q Type of inspection: Ss Address: 1 - t-f 5 c- � a Date called: Date wanted: I ( 7 / ( V 5 , a.m. p.m. Special instructions: Requester: I , N �, s, tj 1--'-f Phone No.: ' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Apprpved per,applicable codes. COMMENTS: t3.” Wt t+ ,3C M Ja4c.0.4-1 LT \ - 7 - 6Asv. ki 81 ( --T UsolCm vtuk P 6u.i PA 1 16-0 c ta-1 4 va-a.a) cs),_-1 kiv, l ovd-L<J,,sw, A wi t - ti.n,wi 14 tk -1 4 "IGpf. Stab, () (L 4!) ► 6 IN t4 c,,N. U& 5L4kk i 2 . Inspector: INSPECTION REC Retain a copy with . " ► it D97 --J063 . PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: Li $42,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ..._:ckadea..N.Ir " liiie ab ;1.041IJI41141:1 0t `*"'S414aJ.ni: L4ti.", im.ft., .a.t..3i...,.._.e._..... NIO ;t. ii Project: , - 1 ° C1 giNtAkip 9 I i Type of inspection: i 1 A L " %a Address: inoti - )71 , ‘, Date called: 11 I 2- ..Special instructions: • a.m. Date wanted: k ((IL/57 p.m. Requester: 0/ %.) V&44 Phone No.: CO MENTS: INSPECTION REC Retain a copy with p W it INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. Date: 11 / 9 47) 2 ( $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee piust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinsfection. Inspector: Date: Receipt No.: (nu D97 --cciz PERMIT NO. (206) 431-3670 Corrections required prior to approval. Project: : /t4 , p out j kV Type of inspection: Address: Date called: 5p 2 15 B Special instructions: Date wanted: t( it a.m. P.m. Requester: Phone No.: r. • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector; Receipt No.: INSPECTION RECO,RD Retain a copy with "Lan &kJ I I 09 "3- Corrections required prior to approval. COMMENTS: I 1c:3 Dc \,tA. X.CL1 IQ*" P 0 0.Qa.4 -Marl Pjc 1 . Date: 6it $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: , Project: P �.�. 4 )c Type of inspection: s A ddress: ' . arc fa r'3r.-4- Date called: 3/71411, Special instructions: Date wanted: m a.m. / � . P.m. Requester: 6.0 /5�' � 11 r A.) Phone No.: COMMENTS:_ .. 7/1 ` - ► c ! ' . arc fa r'3r.-4- `7�i511n -- /L1,n 5(/ J Tz Sb 6, 1(e48 =w QdA % I -72) ULJ'FJ in p k O.t.r s-.J . U-.v ,i 9 - T 4- 01 (Q"1 L P ttso D a- �v f 1 ,. 1 1 A . r. _•.�__ 1 1( 71 �G� 92 AQQ. -9 ! 'w -ems. S D17 f d INSPECTION NO. 4CITY OF BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved.per applicable codes. Inspector: INSPECTION REC((� Retain a copy with p Corrections required prior to approval. Date: V ie 31 -3670 ( �( $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, tee must be paid at 6300 Southcenter Blvd., Site 100. Call to schedule reinspection. ri� Project: p y ki41MAA Type of inspection: . 5 Address: Date called: l ' q q(55 Special instructions: Date wanted:. / c �l �r l� a.m. p.m. i Requester . �/ E S Vt 'k Phone No.: T 4 INSPECTION NO. ;. "". CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: I Inspector: INSPECTION REC Retain a copy with p' it J (20 X17 -cx:01 ERMIT NO. Correclions wired prior to approval. 5 4 5 5Z/ 5 ' 15"2,1 PL sue! P (.i f ie i.r- -a &LA d N.eeJ DCx.d v&T- Date: - / ' $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: -3670 Date: COMMENTS: • vc •qqb . Set S7 .--.) ccitA4,,,L- D, c 4::, E c ii. L u a . Date called: ..)/i' tri e;( sb It-q ,i) 7 tj.G4 SQ-1 O-peecIAL . .1 it- (/, 5) 12) , 1-1, o-vot D...)cc.i4 latitc2.t uc C.. 5199e NO s b -) — s tic/ • c 1-7 Phone No.: 5 ' 2- I; /101,:_ , ,ik ,..... AIL..Li •■•1 • .. ... - i ■ 50 3 TD a 72) Project: vc Type of inspection: .s D Address: Date called: ..)/i' ?) Special instructions: Date wanted: s . , E3 a.m. . p.m. Requestei 5... j / / \j WW Phone No.: :lft.VzareatinigSM=SESEtnnrtz;VaVzlazzua INSPECTION REC Retain a copy with pWit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., 4100, TukwileNA 98188 [Receipt No.: 1 Approved per applicable codes. TroztivantemitteMMI „ .,. Corrections required prior to approval. inspector: Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be pald at 6300 Southcenter Blvd,, Suite 100. Call to schedule reinspection. Date: 17$ COMMENTS: , , .. 1_. 2/ to ail Address: / �jv7 V 6..e. .0 j G� �Y�' N Q.UI) L ° S T2) Date called: on 7//3h15 S6+ fOUlfwlOAI (SIM Koi csi,j p9AIN T t -eU S / A, Tki 5 1 5'5 I A ( 5 Tc AcrylA )r,)rfte Tl f K/ )i tMI Date wanted: Un -I a CRi 2 ► (s / uvt , i J. 4 1 #LA■A/C S5(4 N TJ sS!A-, Requester: Project: Type of inspection: IAA Address: / �jv7 g 7 (� Date called: on Special instructions: Date wanted: - a.m.. P.m. Requester: Phone No.: INSPECTION RECO Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 77 /( f7 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: n Type of inspection Address: /5..) 5 ( 1( Date called: 7 . Date wanted: 7 ( i f 7 z a.m. P.m. Special instructions: Requester: 1;0 � 5(Cy ii Ct4 Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: cphp o 1 552 1/2/ re.»Oh e F S wr 6 k16 / 21) ,C,44 55 2_, .124r cow 03-450 �' •4/ 7/7 �v�fiG Ta 55 f Inspector: INSPECTION Retain a copy with pe Cot Corrections required prior to approval. rn1 r. (CNA / /3 Date: Date: Di 7:oa'A . 90IMIT NO. (206) /M 44 1 -3670 $42.00 REINSPECTION FEE REQUIRED. prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cal to schedule reinspoction. I Receipt No.: COMMENTS: ti Type of inspection: 5 Address: 67, (of . 'tn 5'7 t Date c a ll e d : �: 6 zit y g 415/1g �. cc-c3 LF ' DP e . to K • SS' 2 s5Z ioxt'k cx.,. ' Gc,t� p r4 s. . (4349(8 ' co ri-vv c !M 55 Z i Nb 1 0-0 / ` /. 7KA y � wtit 4yl 1 .� �4 • Q q r _, 1 ... r ntp .4 I , 1 y ,.. y ..7:—. • wf Pt)c .F32.4.,,, c 5, • Project: ,`) Type of inspection: 5 Address: 67, (of . 'tn 5'7 t Date c a ll e d : �: 6 zit y g Special instructions: Date wanted: 11. { a.m. p.m. Requester: E /5 K• !V ttr-W Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 n Approved per applicable codes. Inspector: l Receipt No.: _....,...... vim s:� ale INSPECTION RECO �,.. Retain a copy with pe .: e7 71... ax.. n LiiI:• Y. .-., „r !....�.. .w.,, ...Y. ..,,, D ? --fig PERMIT NO. �. 206) ;3670 Corrections required prior to approval. Date: Lat I 1 $42.00 REINSPECTION FEE REQUIRE Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1 Call to schedule reinspection. Date: Project: .? 1 Type of inspection: Address: Y 5 3 ° y ' .5-7 Date called:" .,. .077 Special instructions: Date wanted: i , 7/7 a.m. p.m. Requester: Phone No.: ti• COMMENTS: Receipt No.: } INSPECTION RECO Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Date: bY2- & 42. MIT. NO. �Q�ti�IT.' (20 4 31 -3670 Corrections required prior to approval. tI �,� / tiZ `71`x/7 •jw`�tM! 1/ f S fit 5 i " 1 0 aF • B �o j b Tel J-f Qv t- c .)c.a. t 0 1/131 ff3 1N',rRll 774 F INA s D2- Tt sb -t-v soh5 Inspector: (- ) Date: 1/13 ll �, • I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection; fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: PO 1 Type of inspection: s D Da_ to called: (a((6(7e Address /53L. 57 Special instructions: Date wanted: a.m. (INOE p.m. Requester: 0-0 5r. thrt. Phone No.: INSPECTION NO.. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: 4/i7 ns p I Inspector: L c0t No.: INSPECTION RECO Retain a copy with pe Li-iitr-- u wo-44 + Goo-lAr4 f 4 (2a:a4 C `..A : Y • .. u� ..r! �1.k"':" "?'%:: Date: Date: IT NO. (20.0.1.411":3E70 Corrections required prior to approval. Slit/Ye" $42,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . Project:. / • Type of inspection: c Address: Date called: 40/6/fS) Special instructions: Date wanted: ipit(prO a.m. P.m. Requester Phone No.: LJ Inspector: Receipt No.: Approved per applicable codes. INSPECTION. RECO Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Aim. MC G 7a. Sly /p// 7 /6 c�tu,v.k. Soy • Date: Corrections required prior to approval. Date: 2 0 [_] $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. COMMENTS: Type of inspection: s1 5/15/ 15 ` ae SD la O t, 1-2-11 IL U.19ai . :;/ w.. oq &D i , .S-o Phone No.: 24,9\ ��, .I 4 7 SO, 5. C,4J/I`o l&-1 . kr 42.(10 -05 1r.�.D- ) 6:5 5 S S ) w.. ` 5 a# s t ., -, (/ ,2 4e, (.a,. / 4J s r/9I / 2." .SAG 7z ?/ av C c w Jk ,u4,,) y ic(1G -64-6A p N 6'5 tigif g - i.)H,-ozadl y A/ 4 l's .5.3 Project:R ha t Q Type of inspection: s1 Address:. Date called: Special. instructions: Date wanted: // a.m. ` . 5 ' wIJ P.m. Requester: if / c '40(CAA) Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: 1 1 INSPECTION RECO R Retain a copy with pe ; Oct'? - t c PbfiMIT NO. 431 -3670 Corrections required prior to approval. Date: f)hif $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: 4 COMMENTS: t' ' j ) +-461., 3G, - s. - R3 a 4 1 wlkme a" ` , S U C..d 6 sss .a 4 ; - , -iii - c.civ., (,Q ' w. o t:o cL �0v -►�- .Q , (4,5)s 4 . a �'' •wkiu 10 sb (fu 5v-O 4t," F bC F be ; v., Date wanted: _6..( 3k /f Y eai l t-. l ti.�r Lam- b 55 5 !�1 ,4(.",i4.... w d>" 7 &) 2-2-Y2: i„ be / .g )cC owc, i-L , f /D 1.09-i-/) 4`iADe / - Gwsoc.�� Project: Type of inspection: Date called: Special instructions: Date wanted: a.m.. p.m. Requester: Phone No.: INSPECTION RECO Retain a'copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. Inspector: Kiv Dater ._j $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: MIT NO. (206 31 -3670 Project: - tti g&likt 0 PO ( Je Type of inspection: Address: Date called: it 1 - 21 . 1A Special. instructions: Date wanted: IZ i 2? a.m. p.m. Requester S ti Phone No.: :4112MAISIVIVOXIMMINIXNeXMISMO . . - • , . . • r • r • ,•••••■••.•••••• iAr?' 4 4 INSPECTION RECORD. Retain a copy with peLit INSPEtTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 MIT NO. (206) 431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4/2.42/ 4 6LA0_4 ) ,,,,J woizA 56kA - rAIRAN Inspector: tiQ Date: 4/211:/1 pi $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must ' • be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r eceipt No.: Date: Project: AA iv :1 out Type of inspection: 5 D Address: Date called: Special instructions: Date wanted: a.m. P.m. Requester_. .. f l: t V 1 y j Phone No.: AnaavstataissozFatortasmttgsBsm....,.-_----..vwtegnzosatooas2ztSMrZiq;, . ' ., • •.•', . • ' • . 1 Approved per applicable codes. COMMENTS: [Inspector: I I [Receipt No.: INSPECTION RECO Retain a copy with p INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Li/ Is% Gz_ce_ nb 16 11 (?. c4-e. skA,\m 51) 61/4.Af tAikitc:1-.4. c -PtuviA ). B 1 1 . •AnOti r••• .+ • :•••••••1••• „ •• • • ..!u; Corrections required prior to approval. Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: COMMENTS: - a. ...., vu.....A... F. Ld, toot ki&I P.. GI C . 17) 410 -C\6\-1i- (Iv r 0.0. pti,AA ? t! , 14 1141 K 10( ;} - A iA-k op \-- t( — r_4.-- (41 2c5d cf.. 2-kA Y cidc(1 ii d K1 c .:(,QAh.. 1L4* C ■Aiv...4". 1 ,..... c , =, (Lk& sr ( 1.t-,44:AA-1 CA. Q.41" k t,x..) o /0, ...t.„..,..,r 6 r.... , Project: , -A ti R.A Akio Po wit Type of inspection: i-- I-C1 Address: v Date called: q/J(e,/c Special instructions: Date wanted: 4.1 Requester: CO /5 r kif g.i4J Phone No.: INSPECTION RECO Rerain a copy with p INSPECTION NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I Inspector: I 1 Approved per applicable codes. 6-A Date: 097 .c.1(1(121 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: Project )., 6 , Type of inspection: Address: Date called: q 1,11,9 Special instructions: Date wanted: 1 1 1 /1 ( 416 ) a.m. P.m. Requester: i Et) _ Phone No.: EMI ri Approved per applicable codes. COMMENTS: I 1 4 INSPECTION RECOPFIL Retain a copy with pelL INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: 11 7 4/ P 15 614.-- 14 I—) C. >Ort"d..-It - tdS c't 1 0,T\ Corrections required prior to approval... Inspector: Li $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. Receipt No.: Date: Project: i 1 o Type of inspection: s J t Address: Date called: ii) 9 / y Special instructions: ' ��w Date wanted: r/ �/ /� /� a.m. p.m. Requester: ,, Cy i c iill vq Phone No.: [1 Approved per applicable codes. I Inspector: r eceipt No.: INSPECTION RECO Retain a copy with pe U V INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Corrections required prior to approval. COMMENTS: tt 9A v_i 0..kc itt , 1 Date: /1/ $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: / ,. Type of inspection: p Address: Date called: Date wanted: (A 18' a.m. p.m. Special instructions: Requester: I4( /( Phone No.: `< INSPECTION RECD Retain a copy with pelLt INSPECTION NO. . CITY OF TUKWILA. BUILDING .DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 Approved per applicable codes. Inspector: I Receipt No.: friu IT NO. (206)'431 -3670 Corrections required prior to approval. COMMENTS: 0 40 -0 , t) r ct.1.0 Date: yl 76 $42.00 REINSPECTION FEE REQUIRED. Prior to inspect on, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: • 4 ra.," '.try t.: • t is Project: P �t.t X.1 �} �f Type of insp ;c�iert:. Address: ! Date called: 7 i /he Special instructi 8/ f .". I �. r, ( / ` A) Date wanted: �/ U, i i 1/P 2/7 a.m. p.m. Requester: „ / 5 tI tat,J Phone No.: :^.Nki0i i7,;4; INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECO Retain a copy with pe 6) 431 -3670 Corrections required prior to approval. COMMENTS: A l y 4:L . A4Nw tf, Pkt-ge-- ii Inspector: U Date: II $42.00 REINSPECTION FEE REQUIRED. Prior to ins5ection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: ( 7 2_ - T- - tclim u .... 4 t o ‘...)-0-&-t--0" 0 ) co- 4 Address: ' - 3/74V5 c41 -e Li k % cilevvt a, F-DI viLlik TimA.. V --- Special instructions: 0 'i/499 thi,,... t-v.riai (4___kg_ AT RI ' Fi.c.me. Fl.c."-)e lb 67 xi P.Of . ti t PAageks-± Requester: h .ci( iSF 4/"I1 A4 6,0, Tivv-4-i- irt I it.look; v 5 i Project: j) • i Type of inspection: Address: ' Date called: Special instructions: . Date wanted: a.m. 312--1/ ct S p.m. Requester: h .ci( iSF Phone No.: 843 (' ?9Y fial-1/ INSPECTION REC013? Retain a copy with pekit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300. Southcenter Blvd., #100, Tukwila, WA 98188 D97— t‘o 8 MIT NO. (206)131-3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: 6-0 Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No.: Date: COMMENTS: Type of inspection: N c le) C013 vv\--`0 i If Db -►Yw S(70 to Q.JI...tiL - p) itit,W, ,A SDI `,',... / 1' r called: `a Special instructions: 'VI 0 /fro c o•y_t.,,i,.., -r " -r a.m. p.m. - Phone No.: i tppo /2, t....50.,a, q tf l kfQ; ., "'f' pA.t -, $ Zfl To (A., i.6.+:4) S LID } Mi.,. ` (3 1 ' Project: . Type of inspection: s. Address: ,,ct (1,14) called: Special instructions: Date wanted: a.m. p.m. Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300,Southcenter Blvd., #100, Tukwila, WA 98188 pi Approved per applicable codes. [1 •INSPECTION RECOF?D Retain a copy with ',Lilt Date: Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300`Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: • h . 1 i .. .__._ .f .« s..: ...•a :n ......... .. ... e.. e .,_•..., .. d_.>3.111. MS ^..11 `i1e'rw' !. ✓,... Y _n Project: f). ___ P.AAAt 6 rolMe Type of inspection: 9 Address: , Date called: 5/ Special instructions:. Date wanted: a.m. Requester Phone No.: I I I Inspector: 1I Approved per applicablecocies. [Receipt No.: INSPECTION RECORD Retain a copy with pern 6L1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: Dc17- MIT NO. ( . Corrections required prior to approval. COMMENTS: 313/Is s S3 - to 3, fa It) (.1 4 /1 -// Cnfftiv•ti-t 9 3, 1 $42.00 REINSPECTION FEE REQUIRED. Prior to ins ection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. COMMENTS: of inspection: , V t,- 9g N 4 eV, 0 wsLA t ` } 1(e - - Cte 9.)...v..e --1 Date wanted: iv k 11-2, 6 -6) c4»( &j 0/ Phone No.: / qE 110 c oy‘.4_7/ d A_ 1 ..(s■-- — DL. d , 11 C �-� ) Project: FNAND i6vilQ of inspection: , V t,- Address: Date called: 3 (g 1 OD / Special instructions: 1 1 Date wanted: a.m. p.m. Requester: / Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 [1 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with pet - . ■ 1134.,.. �_•A:.a.'.'n.,.'t ..a., 'c�S.. •'�.0 „. Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 7-- (x)69 PERMIT NO. 06) 431 -3670 COMMENTS: 1 1 - 1iT 6 Catt f az e NC/ Di a 6 ' • rikaft sivat it- Th s 5 KA II Type of inspection: -...AN 116••• . ''''"`",•-•"*.. ii • - 1 i .-- 8 Rta.___ f . t S -iv . 5 * 55kA fi , - P J kit W1 LO __S k 1 .0 ,S 1 1 1 Cifve-k5V1P- 0 CiAt EP4 MIAs • + 5115 5 150 11 T-00. p mICt k LL - l& s /a al c--7-A 3 4 11q ...,),' * ffi2+4 LAJ-e c KA 1 1 3s (AA ti- 'P '7- r& Io &»0 MC Project: n ._ N P-4( iAD [0111J1 .... Type of inspection: -...AN 116••• . ''''"`",•-•"*.. Address: I ...- Date called: Special instructions: / • ,,. . ' ........ . '- ._, , . • Date wanted: . Requesterg / Phone No.: 1 INSPECITION RECORD., Retain a cdpy with pei0 INSPECTION NO. MIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100i WA 98188 Approved per applicable codes. [Receipt No.: I I Inspector: Date: ..vacempsfINtri jyy - Corrfictions required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: 7 • r - fill'il/ Type of inspection: Address: Date called: Special instructions: " Date wanted: / /,-,• 3 11.0 7? a.m. p.m. Requester Phone No.: CITY:OF TUKWILA BUILDING DIVISION .6300 Southcenter Blvd., #100; Tukwila, WA 98188 • INSPECTION RECO Retain a copy with pe INSPECTION NO. I Approved per applicable codes. COMMENTS: Inspector: 1 1 Fewt.Lci P&ink 4&V 0'&o Date: Data/ 0 61 7- C; MIT NO. (206) 431-3670 Corrections required prior to approval. / $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: . . .:■••■ct Project: 4 • Type of inspection: ief Address: Date called: 4 itilc Special instructions: ^ Date wanted: ...,/ ,..6 1 Requester: / e 0 / s H.JAAAJ Phone No.: :4:.07,2=402143DaltintaMproseatitarutruomnr........ • INSPECTION. RECO Retain a copy with pe INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION. 6300; Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: Approved per applicable codes. • 431-3670 Corrections required prior to approval. Date: $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: COMMENTS: Type of inspection: t L 3/ I 5 V.•5 o- N 1 2.4 , 4 23 Address: { . It-'- . 4k of p 5 _a , C.o✓t,,y,.,.�.,� Date called: 5 / 1 p ` G s 66 1- ,Lu k. (6 lam.►,, Two 3. (2.. l (rSie Special instructions: cL Q,Q -Se.' S v . // Date wanted: I c ( 3 /ill S , Requester: /,.. „ _ . �� Phone No.: ,• t1-QQ -_Q,cp, -17) L- cA",.-ck_S aitnti.- C.�.S ,. I(: 5" l A 1 _ �' , � _ 0 . f . ... 14 2 ) LAN t.() . ;4.c , ■ J CM L.,„4 Project: n ^.L.4...4m.i.6 Type of inspection: t L Address: { y Date called: 5 / 1 p ` G s Special instructions: // Date wanted: I c ( 3 /ill S a.m. p.m. Requester: /,.. „ _ . Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 3M- t $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: L R0t No.: INSPECTION RECO Retain a copy with pe Corrections required prior to approval. Date: ERMIT NO. 7 Date: ............ n`l 14'1-. r: fec , :. AANA..iNtiAYSy'f:ti•,; . AAAAAVA4,1`"AtPik. AAA tlaF `'Yd AA dr Project: , ktit.,:x. Type of inspection: Address: 4 ''' , .- `s., • ". Date called: Special instructions: „,-..„4-,•. - Date wanted: , qi j 0/q93 a.m. P.m. Requester: 1 J Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECO Retain a copy with pe Approved per applicable codes. COMMENTS: 3/1'6 953 itc, C TA-71 C. pk.a.--,a4.1AAk ONt yj..e4 bUko—t,t @ -U•i. kikAt Ib 5o Ps( •i 14, lk5k tk 2, 2 3 :04 64 • n 4. 4, A” 0 I Inspector: 1 1 6-N I I Receipt No.: Date: A17-4) RMIT NO. (206) 431-3670 Corrections required prior to approval. Date: yyp $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: li� ltv n l� Type of inspection: r� 1-4 , Address: +/ (�y// y/ {'eS � /] S Date called: C9 Special instruction : Date wanted: a.m. 3f`7� p.m. Requester: 6.1) /.5k--) v 1 Phone No.: I Cy. o.ayawceu..en ..r.. -.rte CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION NO. Approved per applicable codes. COMMENTS: INSPECTION RECO Retain a copy with pe 11 097 02)68 Corrections required prior to approval. 30 6I ERMIT NO. (20 1 -3670 V etileg sad kle-tAl 47 c 4 • .' • /. L_ Inspector: F $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [RoceiPt No.: Date: I Date: �+ cr c,.•.... . Project:: 1 Type of inspection: 1, Address. Date called: Special instructions: Date wanted: G 7 � a.m. � t� 3 p.m. Requester: 5.4t. / s v ia,) Phone No.: INSPECTION NO„ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. [RecelPt No.: INSPECTION RECO - 2, k Retain a copy with pe 1 Corrections required priorto approval. COMMENTS: - f4 aivr, z -J 8 Co J' idtf ,pkit N Odd& S BLL, 1 1A A 4 4 I AA. ILOCIC 01/4.4:Ctti tQ 0 11 O'' I 1 Ctn Inspector: Date: $42.00 REINSPECTION FEE REQUIRED. Rrior to inspection, fee .must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: /991- 1 -tvk3 PERMIT NO. (2 06) 431 -3670 COMMENjS: LL -- ?.,-7 '' �l co-( �LoCA--'t b,o) • 4 - k y ,_, . F cd wao" 5 of 0c 2. , t b oltrkk 540 of mote I7) s 11 t�,sfi i .__. w a L 6 14.) ° P.Q.,...t (&id-e cr it., co/J kuJ,. uvN- N) ON SL.t • (0, 2 ... . Requester: ,... /` Ky V Phone No.: Project:. F_ANt t P d e Type of inspection: F! 14 Address: Date called: � 7S Special instructions: Date wanted: V? � eg a.m. p.m. Requester: ,... /` Ky V Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. [eceiPt No.: INSPECTION RECO Retain a copy with pe Corrections required prior to approval. Inspector: L Date: r , / $42.00 REINSPEOTION FEE REQUIRED. Prior to inspection, fee must , be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,...i tv. h.'_ .wvaA�:Y;'.,,�id':i�i.1��:S�i.: I`:'. • +r r�c`J.'�.c.'! •�ttc gr7 PERMIT NO. 76) 431 -3670 Date: Project: . f—A0A I D A tap It Type of inspection: 4 . L . I 4 Address: aic 2- : Date called: :Special instructions: Date wanted: j a.m.. 'p.m Requester can(9 . i) ....... Y-yvi Phone No.: INSPECTION RECORD Retain a copy with permi INSPECTION NO. CITY.OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.,. #100, Tukwila, WA 98188 COMMENTS: 22yq6 1tA4 V4C-1%viur+k-falA Xt T c .1.o.c_0044-41-01 (16 F Ppia. — -- (Ws :17.6.% tj , 6, E. cliap $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. [Receipt No.: .451-3670 Approved per applicable codes. I Corrections required prior to approval. Date: • Project: Pyramid Poinfe Type of inspection: S ewer Main Address: 57115 1 Pi. Date cal ) 2. - 18 —q Special instructions: '• `"' ;k...... , Date wanted: 12 iq_ c r � a..m. _1 �,/r� Requester: ob / SKyvieto 3 Phone No.: 4 Y":.k _ INSPECTION RECORD Retain a copy with pit INSPECTION NO.. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 Approved per applicable codes. COMMENTS: Inspector: /o;30 5 drop (tcmr\Yciriu\‘ Lucks etnew p Ie k 6ANA G (per: p 1 I r05 1 drop Lu v\ eC cJr\ WG. D97 006E PERMIT NO. Corrections required prior to approval. 'Mete Da 1a / (17 (206) 431 -3670 $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: COMMENTS: Type of inspection: ( w � e Address: 5 57 IS Sa . ISgr0 Date called: 1 0(� 4? 1 4 7 7( ( I 7 Ions: (i r(Ai e-cusx -C /1 -rAy& to .DA4 I t 6 " (lLW► Requester:, ! 1._;.,: 5) (1 614ki ( c "rlio Q E L %) 1I S tt r,r'VUI+i /U.AJ LT.S jJ6 t,(4, QA Project: . p W Type of inspection: ( w � e Address: 5 57 IS Sa . ISgr0 Date called: 1 0(� 4? Special instru u"« Ions: Date wanted: i (Drl1 ) a.m. p.m. Requester:, Phone No.: J., s "\V 11 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit: k+t5rrb. .444 Corrections required prior to approval. Date: , $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206) 431 -3670 '3 (hi Project: of p � Type of inspection: L / Ad essA� Date called: D t 5/C(7 Special irfsfructions: 0 .... " ' ... "' .. Date wanted: (o�(5�f) a.m. p.m. Requester: Phone No.: InspeNor: ( r eceipt No.: INSPECTION RECORD ` Retain a copy with pen ;. y . oo G g INSPECTION"NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.,' #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: X1, I jollSf) Pu T6sc Q(r0N-ci; to(?-0 cp 1. tt ; /' +h 1 P Date: 1/6 / 1 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: t�f Project: ry Type of inspection: Addecs% .x-`53 c.)t-1 57 ay..,2 >, Date called: i 7.7 iy 7 Special instructions: .w ,..... Date wanted: ( 2.SA I C� 7 a.m. p.m. Requester: nA ` Lpa � Phone No.: INSPECTION RO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1.:00, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: ! a- 1r? e h Areuakrc - tAgc Wks (v ■A■ t4J (f iLVAQ 4715 L c A w itAct Ar4ti, voJ l Inspector: [Receipt No.: INSPECTION RECORD, Retain a copy with perni!i �� 1 ► v 5711 to CLAA lA S.v Li rr- Corrections required prior to approval. Date: 01(9- 931c0 ^] $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: (206) 431 -3670 Y y5 Project Type of inspection: : Adc� "r`es ! 5-7 c") N. c 1.4 U Date called: 5 Special instructions: Date wanted: 1141_4 a.m. Requester: Phone No.: Q INSPECTION NO: Approved per applicable codes. INSPECTION RECOF Retain a copy with pe CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., . #100, Tukwila, WA 98188 • Date: Corrections required prior to approval. COMMENTS: 1)e *L Pp NM k ?)a (A) 4 1a 511 cus. r S , (Inspector: Date: 012_ 7 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, ee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Q —ovcoa (206) 431 -3670 COMMENTS: • 1 0 / 1 + 1 ( . , 6 - r N vJ v 4_u 1 -C 4 Wo Address: 15cp _d J-it. 1 •tJ :'‘ . ► I'► . -W Date called: 1 (4g) of P 6-61e -c.t. -i)+1. I c.t.,d „. 61..0 4/y k,. c4' ob Sy'Lar+. Date wanted: 1 o f f 14 c 7 - a.m. p.m. COP( iki q d* , ' IA Kit So v,11 S . L.St.p Phone No.: K9-4,3 v it.0111 w k . WA c►. R Iu 1 R F,l • rN d° & 6 8 ce 47. N . (,4J. Cam,. AA . L.)VW. l fildn__c1 c..‘-R"-I Project: • • Type of inspection: Address: 15cp - ) 1t Date called: 1 (4g) Special instructions: Date wanted: 1 o f f 14 c 7 - a.m. p.m. / Requester: D P,■R. / Sa vt g Phone No.: 122=2 ....."'6 spa '�. INSPECTION RECORD Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 11 Approved per applicable codes. L R00t No.: Corrections required prior to approval. .D97 -oo(,g PERMIT NO. (206) 431 -3670 $42.00 REINSPECVON. REQUIRED. Prior to inspection, fee must be palq at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: S. ,,..4. 5. -., r.x. •_'..._., Zt.. w. a' It t..!*i_ ": r..5.:5r✓�.. r.. .» ......u... .. .. .. ..... .... -, ... -_.: v <.. r.....; n`i41.v'..r',R�n�k ^ i INSPECTION NO. CITY OF TUKWI6A BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Project: Type of ins pgp1ipn: � yti�. Pow I. a W ►� p . Address: Date called: Special instructions: Date wanted: , � / Requester: ,t�AvtC / Ki v taw Phone No.: k%" I I App roved per, applicable codes. 1 I Corrections required prior to approval. if. { Inspector: II Date: .10 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: 146/q7 Oci Si2: Dar gVelir mk4 sktki 10:66A-AA. ctrl -Fe) (1. 5 i SD IS q( DK. VikAtAD coo_ Lizack3 ote Aoi1O,e_6Qw4- Iti G3' Nioa op To Asa meaNbot,,,c-t) .r.14 • O v■c_014 Lag,lks 1...- • .. A ■11L.... .514" owd4i S....-vsiki- -t-v AtA-t DA-A1A-a ' • Vvvx.tre 0 Pst4A-ci4.1 tAicAt. aLcAANJ - J - a tu Dv.124 - ktxf taA u o.( 3/9 5. , 1&S s cLLQ t b\), c" j4 6K -r i • Project: 'NNW\ 113 roimic Type of inspection: F Address: ' , • . Date called: 1D/2Vq7 I Special instructions: . Date wanted: P.m. Requester: Phone No.: . , : .:901treaerMIZUM101012ZIMUIPMAVOnnomt...evmsowe4".......m.moMsanCilaWMtKlettnk n *V6023,1124MYMT4 L. INSPECTION RECORD i Retain a copy with permit INSPECTION NO. s.. ., CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Receipt No.: Date: 1 - 0 oseco6 PERMIT NO. (206) 431-3670 ,Corrections required prior to approval. Inspector: j. $42.00 REINSPECTION FEE REQUIRED. Prior to inspecti n, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) .431 -3670 Project: Type of inspection: 1 Qy tta fl l VO YVk . po ur concre-Fe bIocK 41- Wo Address:' ate called: (; r 571t g . 1 pI c ► c't� 10 -1-q7 Special instructions: Date wanted: a.m. • 10 - 2 — q7 I2'. s o Requester: J"a hr, Phone No.: 2Wy - 72b3 Corrections required prior to approval. - 1/AI4Wt � (Yak. Inspector: Date: -JO $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Project; P� drt I Type of inspection: k .. Address: .• l 5 3 �( 5 j� w, d Dat called: tors 1 7 Special instructions: Date wanted: 10 / q /9-7 a.m. . p.m. Requests ( _ Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188. Approved per applicable codes. COMMENTS: sab4 Pry / �� s s.QAA; vw (1 2-L / i ‘ 74 03— i-1 I Inspector: L ` 1 • • INSPECTION RECORD Retain a copy with permit •yvc, $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: PERMIT NO. (206) 431 -3670 Corrections required prior to approval... Date: Date: ' - -- ...... ,,.. ,:.i�•_ c,.. ;...,. e.- .ttrt�.r.:,:AwCKe;:i'.tk'.:lw ati,1, :, ■:Q1 4 '• MA Project: p Awn gi( Air Type of inspection: FL Address: 1 Date called: c v. 2,0 J4 7 Special instructions: Date wanted: 92 a.m. P.m. Requester: j Q ''' C OitIcA Phone No.: • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I I Inspector: I I INSPECTION NO. Approved per applicable codes. Retain a copy with permit Jr. INSPECTION RECORD -7 ooki9 PERMIT NO. (206) 431-3670 . Corrections required prior to approval. COMMENTS: f g)Cc_AQA-1 Ar• )(: c. . aw(1 war ON 1 Ohp/er7 10/2-/q1 rix-b ■ki■ taKc_opki N r3--/ t PO.0 6yipco r3kt.K 2- Date: $42,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Date: Project: mid. Type of inspection: .L , Ad ress: P b 57/7 Sd i42., Date called: 3111 lit Sp lal instructions: Date wanted: // , / a.m. P.m. Requue piee / i Phone No... Approved per applicable codes. Inspector: 11 Receipt No:: t.v Date: X7.0 INSPECTION RECORD Retain a .copy with per INSPECTION NO. ERMI N, Q CITY OF TUKWILA BUILDING DiViSIONri � 6300 Southcenter Blvd., #100; Tukwila, WA 98188 (206) 431 -3670 Corrections required prior to approval. COMMENTS: 41/4/9'.9 45^ K e Din," Oz) p 4il°41-t-- due ".0-4- $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Date: COMMENTS: 1.151Zgroe 0 . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 S+'•i •'� ~. sty .. � . HERMIT NO. (206) 431 -3670 Date called: • Project: • Address: Special instructions: Date wanted: Requester: Phone No.: Approved per applicable codes. 1 ) Corrections required prlor,to approOal. I Inspector: 4V Date: im (� $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: j (1-,t t Type of inspection: Address: s7i S AS's P1 Date called: Special. instructions: Date wanted: a.m. p.m. Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA'BUILDING DIVISION 6300 Southcenter- Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. INSPECTION REC9 Retain a copy with Emit 1 D 7-oo ;8 ERMIT NO. 431 -3670 Corrections required prior to approval. COMMENTS: AQ-e" o42s.a,) ag& s. 1 1 Inspector: Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: 6 Date: PSI - 98 Project: n N Type of inspection: Address: 57/7 S 'sue P/ Date called: '72/31 Special instructions: Date wanted: a.m. p.m. , Requester: Phone No:: .a } ?N'i?�r ;'srnL ;oHx INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Receipt No.: COMMENTS: 746- (Ve P (C_w.,JdL v. !) Ok ij � � )o t�-F g(‘) 1 Inspector: INSPECTION r REC �D Retain a copy with it G Corrections required prior to approval. Date: F „ / / _ i r rfl $42.00 REINSPECTION FEE, REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: D97 -oo is Project: 1 A—......... • — _ X J r, Type of inspection: s � Address: . ,; 7i s iS If' I Date called: - 7 a� 1 Special instructions: Date wanted: 7 14.1 _I4 . a.m. p.m. Requester:6 Phone No.: COMMENTS: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: INSPECTION REC Retain a copy with r u9 (20 MIT NO. 431 -3670: Corrections required prior to approval. Date: _1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspeclion. I Receipt No.: Date: Project: Type of inspection: Address: 5 71 7 ,S I5 P Date called: Special instructions: Date wanted: a.m. p.m. Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per, applicable codes. I Inspector: II INSPECTION RECD Retain a copy with $jnit V OTi -0768 RMIT NO. • ( 1 -3670 Corrections required prior to approval. COMMENTS: lv co ri4.4,7 k . -f vim. 11511 t'! Nk --e. 5 52.1 5v 15a-r i o PI Date: 5 . 7 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: _ ` � v � Type of inspection: i �, O Z [ Address:. • 5.7•/'7 S Is PI Date. called: Special instructions '. Date wanted: ' 7 a.m. P.m. Requester — \ 7/ 1 /AM S� V l Phone No l .: , �.,:. _.. �r:• f` 4r`, k. r ..l..S:;apX' » }•'.r}zv;.b:'<�jf, RMIT NO. INSPECTION REC Retain .a copy with INSPECTION NO. CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA, 98188 Approved per applicable codes. Inspector: I COMMENTS: 7 Z ? G 431 -3670 Corrections required prior to approval. Date: 7 -27- 9R $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: F Type of inspection: s J 1 r Address: _ 571 . /s . / called: / / q,,.8 Special instructions: Date wanted: a.m. 74 i 5 p.m. 5 lit f( Requester: - f Phone No.: RMIT NO. INSPECTION RECTRIAB Retain a copy with AUnit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 COMMENTS: I Inspector: II Approved per applicable codes. GV (2031 -3670 Corrections required prior to approval. Date: - .2a — ?8 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: I Date: Project: Type of inspection: 5'( ^ r � p 4 :4 e Address: _ 7 s / sz P1 Date called: e/107 e _5 Special instructions: Date wanted: i 8 I/ ye a.m. P.m. Requester: , / / 1F- littW Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,.Tukwila, WA 98188 I I Approved per applicable codes. COMMENTS: [Inspector: L Receipt No.: wMfggsvilionw INSPECTION REC Retain a copy with L,,dnit D97- 0041 MIT NO. 31 -3670 Corrections required prior to approval. t svl W\O 4J r 66-44 c/Yt. Z : ic -71Yl Date: V -li -9I- $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: i�C COMMENTS : .0 Type of inspection: - ill SC a.41 lb, fixd l , ' ! - 4 perdu o S4 4o.A.A.46 L /`-V rV ` 4 1: at //LA - y / V • / , T .55/ P 55 7 $5 / 7a ,EX I Si c' - SSm if c 5, 0 Cc.rt r"e.. Phone No.: ra . Project: n r�/l l .0 Type of inspection: Address: 1 s �.s A s--77-7 P Date called: 0/ 0 f, 9 `Special instructions: Date wanted: / / / /( l it a.m. p.m. Requester: G .� / // `,` T Phone No.: MIT NO. ,INSPECTION REC Retain a copy with INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. 431 -3670 Corrections required prior to approval. Inspector: G Date: i $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: J Date: COMMENTS: :' r1 ,. Type of inspection: 6i1/1 Ii Address: 57/7 S /5 P ! ��� 2 T 5 a n / � / , 5.5 /A- / r �: 55% 8_ to 3 �s r- . /� _ df a.m. p.m. Requester:� 51<v Phone No.: fb Are- rEsr 0 i tert,J€2.4 551$ OWP (l e ,, 0 A - 57 �3 Ad Q2 5.S i 55 Z /V , ' : id A..I d de i loL ,-`-,.1,( & sae sa >c, 51 53,2 . /i' fLf A►.(4). Y 6 Project: ' ‘...411,,A �. :' r1 ,. Type of inspection: 6i1/1 Ii Address: 57/7 S /5 P ! Date called: 0 i3 Special instructions: Date wanted: 5, 7 ' ° a.m. p.m. Requester:� 51<v Phone No.: 7 !it�tt*4 w� 0 l i t INSPECTION REC Retain a copy with INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. I 1357-006 l 7v 3 . - ftl Corrections required prior to approval. ate: (206) IT NO. -3670 $42.00 REINSPECTION FEE REQUIR D. Prior to inspec i on f ee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: 0 4/P 9., /i /N A-do p`c oAl /4„)) `jS /A A 1i, . . il4- 7t?cad 6,1' 55/ p £jt jam, jute a S 5/ A (../ b' MAI/J 0/71,______PAQ. i In /- 4 u c a1(zal t / M 5.. " N (iN Alb) ft ,vii * t(AL SS 1 e 3g , x>dt ri d � M 5 5/ 1.42ra SGq' 4 17 f.� 16/06 A t;1,4 55 T l( Ai / 5 / u...,,a s ca-vii, v / 5 2--( a) /5 ,4 --- %-A - i-01 r1 Project: �/►��� , •) P Type of inspection: S Address: Date called: - 7/y)/9V Special instructions: Date wanted: /�' j�y�`J a.m. p.m. Requester: � ,,.a , .c / at,3 /%�! Phone No.: rh . � '�•• .::3fYlk .i:, .trt_.h �... rit_ !..;? INSPECTION NO. CITY OF. TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 I Inspector: J r Approved per applicable codes; INSPECTION RECOR k Retain a copy with peLL,,.,t Date: (206) 431 -3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: RPM' 0 A lib 1 Aittl Type of inspection: A 1--A Address: is a . Date called: ( / 4 . 3 .. k. Special instructns: " Date wanted: Requester_ 0 OkAre._ / , ■tti Lev. Phone No.: 1: ' eir0;. V.;FW PERMIT NO. • '• • 1 i• •••' LI Approved per applicable codes. ••• COMMENTS: [Receipt No.: ,INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: I I I I Corrections required prior to approval. Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: II (206) 431-3670 Project: • `A l Type of inspection:. 3 fo Address: Date called: Special instructions: Date wanted: I 1 ic.lq7 a.m. .,.. p.m.' Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: ' INSPECTION RECORD Retain a copy wit i permi 97 c o6 8 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. E ck �t 4 Q Q , o k — 04-t n'} s. S cd,A4,it -, Inspector;, I Date: i �/q / 7 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Lt No.: Date: Project: v , Qd L Type of inspection: Dat calle tO / i /7 Address: { - Special instructions Date wanted: 7 p. 11 /3 m. 9 Requester: DAu E- /c v 'gut) Phone No.: ! INSPECTION NO, I INSPECTION RECORD Retain a copy with permit f 7 -OcGS CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ` ; I Approved per applicable codes. COMMENTS: Corrections required prior to approval. Date: PERMIT NO. B-Lake--8 (206) 431 -3670 $42.00 REINSPECTION FEE REQUIRED. Prior to in - pec ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: Project: lt. 1t Type of inspection: 0 L. j (� Address: 5'31( Stt4 Su 1S,Vio Date called: Pia - - # T) Special instructions: Date wanted: 0i am. Requester • 1)&0 ir:- Q l4.rJ Phone No.: INSPECTIONi�3: K CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS:. Inspector: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 Corrections required prior to approval. PAuf-vizt 4 Q I Alt Date: Z-' ) $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • P roject: AY R -Pi Po( l� Type of inspec ion: jv ? Addr. '� 5 $�� ° � S B� S %_. ti 6 Date called: L0[30( 7 Special instructionti Date wanted: 1 la R7 a.m. P.m. Requester: 1 Dam s .‘i+ ll (Q.A.d Phone No.: �b.•tafL�. '•i�- iii COMMENTS: t o f /T col„, # + 1 c, -� 52tt .ICJ 1 � _ 'Al._.'� �•. � U LciaA 1 wvA.t a -/ INSPECTION NO. CITY OF TUKWILA BUILDINb DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. is /7,,I 4? $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit I Inspector: ti) Date: L 1Pt No.: I Date: t1 iaranh y n :A.k3.iere,,WfeB*,1*Aa.,}..traN _._ ._�.. .. -. .e. ..�.. PERMIT NO. p (206) 431-3670 Corrections required prior to approval. :r: :GUM T”),, DEPARTMENT: BUILDING DIVISION g 4en- -ed a� o-A7 LIC WO RKS PROJECT NAME 9xmi* C.00 Copy PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE ❑ COMMENTS C:ROUTE -F REVIEWERS INITIAL D97 -0068 / PR q-o o DATE 3/06/97 PYRAMID POINTE APARTMENTS BLDG A FIRE PREVENTION Ppp 3/1 STRUCTURAL APPROVALS OR CORRECTIONS: (ten days) DATE Con Ir.r.eI.r l mailed 3'q1- kTf() REVIEWERS INITIAL DATE CORRECTION DETERMINATION: Rt G DIVISION ijn r 3-a5 COORDINATOR t DUE DATE 3/11/97 NOT APPLICABLE ❑ TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) I 1 DUE DATE 3/25/97' APPROVED ❑ APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) I REVIEWERS INITIAL DATE DUE DATE APPROVED ❑ APPROVED W/ CONDITIONS [Ii NOT APPROVED (attach comments) ❑ (Cet ificadoa of occupancy required. I ACTIVITY NUMBER PROJECT NAME DEPARTMENT: COMPLETE V] COMMENTS ..D ING DIVISION { J LIC WO DETERMINATION OF COMPLETENESS: (T,Th) REVIEWERS INITIAL D97 -0068 REVIEWERS INITIAL DATE CORRECTION DETERMINATION: C:ROUTE -F FIRE NTION STRUCTURAL 132:1 • - 1/03/q NOT COMPLETE El DATE Petrik- CJC3IflO*� PLAN REVIEW / ROUTIN PYRAMID POINTE APARTMENTS BLDG A - CORRECTION #1 NOT APPLICABLE Q DATE 6/10/97 G DIVISION , COORRDI TO ■ DUE DATE 6/12/97 TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) I APPROVALS OR CORRECTIONS: (ten days) DUE DATE 6/26/97 PA) APPROVED APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) El ( (eCA (On Le i‘ oi l APPROVED 11 APPROVED W/ CONDITIONS fl NOT APPROVED (attach comments) 0 REVIEWERS INITIAL DATE DUE DATE (Certificadoa of occupancy required. I pma Gorashgvier PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER p Oda DATE 4 5 4 7/ 9. A . PROJECT NAME P , 2.n44, Apioteris • fildb • A " Co1 firer DEPARTMENT: TLDING DIVISION FIRE P VENTION PIING DIVISION fRi kt IC U -(1 ; 1 rt �/ STR ❑ P R rI1fT Coo DI $1 a� ; t� DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE ❑ NOT COMPLETE ❑ COMMENTS TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE APPROVALS OR CORRECTIONS: (ten days) DUE DATE 1 ` 2 ! NOT APPLICABLE ❑ DUE DATE 9 //�G /' APPROVED n APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL DATE 4 4 CORRECTION DETERMINATION: DUE DATE APPROVED n APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) 0 REVIEWERS INITIAL C:ROUTE -F DATE (Certification of occupancy required. ) COMPLETE PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER 0 0068 DATE 45 PROJECT NAME Prq Atif014,145 - Oa,. rl Ciecv1 DEPARTMENT: • BUILDING DMSION . FIRE PREYENTION ❑ PLANNING DIVISION ❑ • PUBLIC WORKS Ifl STRUCTURAL ❑ PERMIT COORDINATOR ❑ DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE ❑ NOT APPLICABLE ❑ COMMENTS ' tp2. Fce ru4 f i 4 C -.c(r' -(-)U\ TUES /THTJRS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIA �/� DATE G 1 I � 7 APPROVALS OR CORRECTIONS: (ten days) APPROVED n \\, REVIEWERS INITIAL APPROVED WI CONDITIONS CORRECTION DETERMINATION: APPROVED n APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F :�`.? . DATE DATE DUE DATE 4r ! ?! DUE DATE NOT APPROVED (attach comments) ❑ !'( Z Z��iZ . DUE DATE NOT APPROVED (attach comments) ❑ (Certification of occupancy required. ) . [ --------------- . •• PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER A3'" 0068 DATE g PROJECT NAME PfV4N4 S AM 4� WPP16I45 am,. A " Cotievi DEPARTMENT: BUILDING DIVISION C1 FIRE PREVENTION ❑ PLANNING DIVISION PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ DETERMINATION OF COMPLETENESS: (T,Th) TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ROUTED BY STAFF 11 (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE t i APPROVALS OR CORRECTIONS: (ten days) DUE DATE 9 4 ir, APPROVED APPROVED W/ CONDITIONS ❑. NOT APPROVED (attach comments) 0 REVIEWERS INITIAL r s CORRECTION DETERMINATION: APPROVED ❑ APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) 0 REVIEWERS INITIAL C:ROUTE -F NOT COMPLETE ❑ NOT APPLICABLE DATE DATE DUE DATE � CI O . DUE DATE (Certification of occupancy required, ) ". PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D C TUES /THURS ROUTING: ROUTED BY STAFF fl (If ro REVIEWERS INIT APPROVALS OR CORRECTIONS: (ten days) APPROVED El APPROVED W/ CONDITIONS REVIEWERS INITIAL APPROVED REVIEWERS INITIAL C:ROUTE -F CORRECTION DETERMINATION: APPROVED W/ CONDITIONS C DATE PROJECT NAME PrCII4 2% DEPARTMENT: BUILDING DIVISION FIRE PREVENTION El PUBLIC WORKS gie, STRUCTURAL DATE g B14, • A Cotwohttn PLANNING DIVISION Ei PERMIT COORDINATOR Q %/ DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE COMPLETE El ' NOT COMPLETE NOT APPLICABLE El COMMENTS PLEASE ROUTE i NO FURTHER REVIEW REQUIRED El staff, make copy to master file & enter Sierra.) DATE "4 /qa DUE DATE 9 //6/9 / P r NOT APPROVED (attach comments) DATE 9 DUE DATE NOT APPROVED (attach comments) ❑ (Certification of occupancy required. ) Y ro ' .X.t' litta itix:s`•l:•.V'(vao.41.3tt .L";a`Jh; +%MS! t • ACTIVITY NUMBER D97 -0068 PROJECT NAME DEPARTMENT: BUILDING DIVISION • FIRE PREVENTION C PLANNING DIVISION ❑ PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ I DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS • TUES /THURS ROUTING: PLEASE ROUTE REVIEWERS INITIAL APPROVED C:ROUTE -F PLAN REVIEW / ROUTING SLIP CORRECTION DETERMNATION: PYRAMID POINTE APARTMENTS BLDG A — CORRECTION #1 NOT COMPLETE APPROVED W/ CONDITIONS ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) , APPROVED ❑ APPROVED W/ CONDITIONS REVIEWERS INITIAL V DATE DATE REVIEWERS INITIAL DATE • AN ITI AS0 0; ro! n : 0WOMI , Mt i v NOT APPLICABLE 17 NO FURTHER REVIEW REQUIRED DATE 6/10/97 DUE DATE 6/12/97 DUE DATE 6/26/97 NOT APPROVED (attach comments) ❑ b I 1414'7 . ko /ci i - s1-0z ,-q DUE DATE NOT APPROVED (attach comments) ❑ (Certification of occupancy required, ) ACTIVITY NUMBER D97 - 0068 BUILDING DIVISION PUBLIC WORKS PLAN REVIEW / ROUTING SLIP DATE 6/10/97 PROJECT NAME PYRAMID POINTE APARTMENTS BLDG A — CORRECTION #1 DEPARTMENT: FIRE PREVENTION 111 PLANNING DIVISION STRUCTURAL ❑ PERMIT COORDINATOR ❑ DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 6/12/97 COMPLETE n NOT COMPLETE El NOT APPLICABLE ❑ COMMENTS TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL 4 ,5'1 / REVIEWERS INITIAL CORRECTION DETERMINATION: C:ROUTE -F DATE //,} -I4 DUE DATE 6/26/97 APPROVALS OR CORRECTIONS: (ten days) APPROVED ❑ APPROVED W/ CONDITIONS NOT NOT APPROVED (attach comments) ❑ DATE REVIEWERS INITIAL DATE DUE DATE APPROVED ❑ APPROVED W/ CONDITIONS E. NOT APPROVED (attach comments) ❑ (Cerdficadoa of occupancy rcquircd. _ ) ACTIV TY NUMBER D97 -0069 PROJECT NAME DEPARTMENT: BUILDING DWISION fl PUBLIC WORKS 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS ' APPROVED /1 PLAN REVIEW / ROUTING SLIP TUES /THURS ROUTING: PLEASE ROUTE V NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL L 1 APPROVALS OR CORRECTIONS: (ten days) APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) Q REVIEWERS INITIAL A � )9,N. U t . DATE ?) 1 CORRECTION DETERMINATION: APPROVED 0 REVIEWERS INITIAL C:ROUTE -F FIRE PREVENTION I I STRUCTURAL DATE DUE DATE PYRAMID POINTE APARTMENTS BLDG B — CORRECTION 11 NOT COMPLETE El ' NOT APPLICABLE DATE 1 i - it DATE 6/10/97 PLANNING DIVISION 6/12/97 DUE DATE 6/26/97 1 PERMIT COORDINATOR Q DUE DATE APPROVED W/ CONDITIONS l NOT APPROVED (attach comments) Q (Certification of occupancy required. ) I PROJECT NAME REVIEWERS INITIAL APPROVED I 1 REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0069 DEPARTMENT: BUILDING DIVISION t FIRE PREVENTION C PUBLIC WORKS . STRUCTURAL I DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE Sas— NOT COMPLETE COMMENTS TUES/THURS ROUTING: PLEASE ROUTE ROUTED BY STAFF ri (If rout • � ff, make copy to master file & enter Sierra.) I APPROVALS OR CORRECTIONS: (ten days) APPROVED W/ CONDITIONS [2 NOT APPROVED (attach comments) CORRECTION DETERMINATION: APPROVED n APPROVED W/ CONDITIONS PYRAMID POINTE APARTMENTS BLDG B — CORRECTION #1 DATE DATE — 77,23 /F DATE C DATE 6/10/97 PLANNING DIVISION. E! PERMIT COORDINATOR Q DUE DATE 6/12/97 NOT APPLICABLE NO FURTHER REVIEW REQUIRED El DUE DATE 6/26/97 DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. • 'Pre On* Pketee Ficidret6 PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97-0068 PROJECT NAME DEPARTMENT: BUILDING DIVISION El PUBLIC WORKS I DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE El NOT COMPLETE El COMMENTS TUES/THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL All 51, APPROVALS OR CORRECTIONS: (ten days) APPROVED 17 APPROVED WI CONDITIONS. NOT APPROVED (attach comments) Ej REVIEWERS INITIAL 5/ o CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE-F PYRAMID POINTE APARTMENTS BLDG A FIRE PREVENTION U PLANNING DIVISION STRUCTURAL Ei PERMIT COORDINATOR 0 DATE DATE DATE 3/06/97 15464 5 Aft) s DUE DATE 3/11/97 NOT APPLICABLE 0 DUE DATE 3/25/97 APPROVED n APPROVED W/ CONDITIONS NOT APPROVED (attach comments) 0 DATE DUE DATE (Cerecation of occupancy requind. ACTIVITY NUMBER D97 -0068 / PROly a0 DATE 3/06/97 PROJECT NAME PYRAMID POINTE APARTMENTS BLDG A DEPARTMENT: BUILDING DIVISION II PUBLIC WORKS 1 DETERMINATION OF COMPLETENESS: (T,Th) COMMENTS TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED p ROUTED BY STAFF p (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL C/ DATE 3 / 1 4 I APPROVALS OR CORRECTIONS: (ten days) APPROVED l l APPROVED W/ CONDITIONS p . NOT APPROVED (attach comments REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED p REVIEWERS INITIAL C:ROUTE -F � PLAN REVIEW / ROUTING SLIP FIRE PREVENTION p PLANNING DIVISION p STRUCTURAL p PERMIT COORDINATOR p NOT COMPLETE p DATE DATE DUEDATE 3/11/97 NOT APPLICABLE DUE DATE 3/25/97 DUE DATE APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) 1 5 %5".: �.tt5 AVlO:∎ , :4747 Mfr c+2e rear.,. n„ xsmw.,.,:.• w wn.: w. ..:,..wro�u >«<:ran..��.,..u+.... ACTIVITY NUMBER DEPARTMENT: BUILDING DIVISION El PUBLIC WORKS I I COMMENTS REVIEWERS INITIAL APPROVED C:ROUTE -F REVIEWERS INITIAL 'ft CORRECTION DETERMINATION: APPROVED p REVIEWERS INITIAL F PLAN REVIEW / ROUTING SLIP D97 -0068 l PREq - o s PROJECT NAME PYRAMID POINTE APARTMENTS BLDG A DETERMINATION OF COMPLETENESS: (T,Th) APPROVALS OR CORRECTIONS: (ten days) DATE DATE " ?'t; - ���� DATE DATE 3/06/97 FIRE PREVENTION PLANNING DIVISION . STRUCTURAL p PERMIT COORDINATOR p 1 DUE DATE 3/11/97 COMPLETE n NOT COMPLETE Ti • NOT APPLICABLE p TUES /TUTJRS ROUTING: PLEASE ROUTE l NO FURTHER REVIEW REQUIRED p ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) I 1 DUE DATE 3/25/97' APPROVED WI CONDITIONS Ti- NOT APPROVED (attach comments) p i DUE DATE APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 (Cerdficadon of occupancy required. ) • COMPLETE COMMENTS C:ROUTE -F REVIEWERS INITIAL APPROVED n REVIEWERS INITIAL NOT COMPLETE APPROVED [] APPROVED WI CONDITIONS DETERMINATION OF COMPLETENESS: (T,Th) APPROVALS OR CORRECTIONS: (ten days) APPROVED WI CONDITIONS E DATE • ••••••w+r nMn,../••toi..hTAwtw•wv••∎•••• •••∎•4•r.....:.w.... -.• PLAN REVIEW / ROUTING SLIP D97 -00 g ACT cs 3 06 ACTIVITY NUMBER � pjeG�GI ' � DATE / /9 7 PROJECT NAME PYRAMID POINTE APARTMENTS BLDG/ DEPARTMENT: BUILDING DIVISION • FIRE PREVENTION PLANNING DIVISION PUBLIC WORKS STRUCTURAL E] PERMIT COORDINATOR Q I 1 TUES /THURS ROUTING: PLEASE ROUTE M NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) DATE 3 (i . - DUEDATE 3/11/97 NOT APPLICABLE E] DUE DATE 3/25/97' NOT APPROVED (attach corn nts) REVIEWERS INITIAL - `�'' DATE 332-7/Q ' S CORRECTION DETERMINATION: DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy requln:d. ) ;c` t' (i? �. i it °3✓aL `Y.'!'l " ".t�. f;i ;�3(t% <# 'yF`s@ti; -.'. a''Rt4"va''7C>r:d3) re .frtA 't"hi City of Tukwila Department of Public Works 1) Number the proposed buildings on the civil plans. PUBLIC WORKS DEPARTMENT COMMENTS DATE: July 23, 1997 PROJECT NAME: Pyramid Pointe Apartments PERMIT NO.: D97 -0068, D97 -0069 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179, if you have any questions regarding the following comments. 2) Clarify the front, rear, left and right elevations in relationship to North, South, East and West directions on sheets A5.1 and A5.2. 3) Is the finished floor elevation on the civil plans the same as the elevation listed for the top of the slab on the architectural plans? If so, why is there a 0.5' difference in elevation between the finished floor of one building section on sheet C2.0 and top of slab on sheet A5.2 and A6.3? 4) ADS N -12 air testable pipe or equal shall be used for storm drainage. Revise storm drainage pipe material call -outs and drainage note #3 on the storm drainage plan. Add a new storm drain catch basin at the connection at location 7. 5) The size of the existing water main is 8 ", not 10" as shown in the plan set. Please verify the water main size. 7) Show how the existing southeast building will connect to the new sanitary sewer lines (sanitary sewer keynote 3). 8) Show existing 8" sanitary sewer main that goes down the hill (keynote 4). John W. Rants, Mayor Ross A. Earnst, P. E., Director 6) The proposed 19.5% slope of the sanitary sewer pipe between sanitary sewer manhole # 1 and sanitary sewer manhole # 2 is too steep. Move manhole #2 in the southwest direction and realign the sanitary sewer pipes to avoid conflict with the rockery located south of the existing pool. Sanitary sewer manhole #2 must be a drop manhole. 1 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431-3665 9) Additional sanitary clean -out is needed at the end of the run along the east side of building II. 10) Old sewer lines need to be plugged or capped at existing manhole (one mainline and two side sewers). 11) Clarify symbols W (circled) and W (boxed) (not included in the legend) on sheet C3.0 and C4.0. 12) Show the existing sewer line to be removed that presently serves the existing southeast building. 13) New water services shall not be tapped off of the dead end. Revise new water services and show the tap south of the gate valve (keynote location 5). 14) Revise the concrete deadman on the side view of "Restrained Joint" detail on sheet C3.0. A cross - section shall also be shown per attached mark -up. 15) Add valve east of tapping tee at keynote 9. 16) Show details for sanitary sewer and storm drainage crossings at the earth wall. 17) Outline detail showing how the earth wall will be constructed over the existing water line. 18) Show new power, gas, and communication lines that will serve the proposed buildings. 19) Cart trees be planted on top of the earth wall if utility lines passing under the earth wall? 20) All quantities of earthwork associated with this project shall be added to the grading plan and shall be submitted. Earthwork quantities shall be expressed in cubic yards. 21) The geotechnical consultant's memo references stability of the bio - swale. Slopes shall be referenced in plan. 22) Submit a storm drainage maintenance schedule that includes maintenance provisions for the bio - swale. The maintenance schedule shall be accompanied by an explanation of how the storm drainage structures will be maintained. 23) Provide recommendations from the geotechnical engineer on methods to achieve and maintain 100% stability for the proposed bio - swale. The information that was provided in the original submittal does not insure 100% stability for the bio - swale. 2 is • 24) Revise the soils repC to include new utility lines, earth walls, bio-swale, and penetration of the earth wall. • 25), The existing water survey was drawn incorrectly. Water components shall be pre- assembled in order to minimize impacts to adjacent properties. 26) A construction schedule shall be provided for excavation and installation of the block sequence for the water lines. • 27) Applicant shall schedule a meeting with Public Works prior to re-submitting the revised plans to the Tukwila Permit Center. Refer to July 24, 1997 meeting between Public Works staff, land owners representative, and land owners civil engineer. Also refer to Public Works staff conference call with civil engineer. 28) Utility lines shall be surveyed and an "As-Built" utility plan will be required with appropriate easement documents. 29) Immediately after completion of construction, the appropriate utility systems shall be requested for turnover to the City through the appropriate turnover documents as required by the City. Tukwila City Council shall make the final decision to accept the • utilities as public infrastructure. ..• 3 ' ; art {i:�r fit .`.'<<ir,��.;;r:;:•u._a� inscianco BROMFP KNOW ALL MEN BY THESE PRESENTS: SUBDIVISION PERFORMANCE BOND THE CONDITION OF THE OBLIGATION IS SUCH THAT: Pamela Nelson, Attorney -in -Fact „'• r r' r^ r, f. f+•� r Bond No. 516177S THAT we, Daily Homes, Inc. and Indemnity Company of California, a corporation organized and doing business under and by virtue of the laws of the State of California and duly licensed to conduct surety business in the State of Washington, as Surety, are held and firmly bound unto the City of Tukwila, as Obligee, in the sum of Forty Four Thousand One Hundred and 00 /100ths ($44,100.00) Dollars for which payment, well and truly to be made, we bind ourselves, our heirs, executors and successors, jointly and severally firmly by these presents. WHEREAS, the above named Principal entered into an agreement or . agreements with said Obligee to complete utility improvements for Pyramid Pointe Apartments. NOW, THEREFORE, the condition of this obligation is such, that if the above Principal shall well and truly perform said agreement or agreements during the original term thereof, or any extension of said term that may be granted by the Obligee with or without notice to the Surety, and upon receipt of a written discharge from the Obligee, then this obligation shall be void, otherwise to remain in full force and effect. IN WITNESS WHEREOF, the seal and signature of said Principal is hereto affixed and the corporate seal and the name of the said Surety is hereto affixed and attested by its duly authorized Attorney -in -Fact this 23rd day of July, 1998. Indemnity Company of California Insco Insurance Services, Inc. 9725 Third Avenue NE • Sulte 602 • Seattle, WA 98115 • (206) 525.8201 • (800) 522 -8201 • Fax (206) 525.8288 • http://www.lnsco.com Underwriting Manager for: Developers Insurance Company • Indemnity Company of California • Developers Surety and Indemnity Company .. `iASiC:{�r�x,N:�„'�.Y..'iY t'.. "v, „f.•..w4�vAV ff POWER OF ATTORNEY OF 1�1_...iMNITY COMPANY OF CALIFORNL. • AND DEVELOPERS INSURANCE COMPANY P.O. BOX 19725, IRVINE, CA 92623 • (714) 263 - 3300 NOTICE: 1. All power and authority herein granted shall In any event terminate on the 31st day of March, 1999. 2. This Power of Attorney Is void if altered or it any portion is erased. 3. This Power of Attorney Is void unless the seal is readable, the text Is in brown ink, the signatures are In blue Ink and this notice Is in blue ink. 4. This Power of Attorney should not be returned to the Attorneys) -In -Fact, but should remain a permanent part of the obligee's records. KNOW ALL MEN BY THESE PRESENTS, that except as expressly limited, INDEMNITY COMPANY OF CALIFORNIA and DEVELOPERS INSURANCE COMPANY, do each severally, but not jointly, hereby make, constitute and appoint ** *Lawrence J. Newton, Peter H. Hammett, Cynthia L. Jay, Cindy E. Paulsen, Carl Newman, Tim Church, Susan B. Larson, Marsha Clesson, Pamela Nelson, jointly or severally * ** the true and lawful Attorney(s) -In -Fact, to make, execute, deliver and acknowledge, for and on behalf of said corporations as sureties, bonds, undertakings and contracts of suretyship in an amount not exceeding Three Million Five Hundred Thousand Dollars ($3,500,000) in any single undertaking; giving and granting unto said Attomey(s) -In -Fact full power and authority to do and to perform every act necessary, requisite or proper to be done in connection therewith as each of said corporations could do, but reserving to each of said corporations full power of substitution and revocation; and all of the acts of said Attomey(s) -In -Fact, pursuant to these presents, are hereby ratified and confirmed. This Power of Attorney is granted and is signed by facsimile under and by authority of the following resolutions adopted by the respective Board of Directors of INDEMNITY COMPANY OF CAUFORNIA and DEVELOPERS INSURANCE COMPANY, effective as of September 24, 1986: RESOLVED, that the Chairman of the Board, the President and any Vice President of the corporations be, and that each of them hereby is, authorized to execute Powers of Attorney, qualifying the attomey(s) named in the Powers of Attorney to execute, on behalf of the corporations, bonds, undertakings and contracts of suretyship; and that the Secretary or any Assistant Secretary of the corporations be, and each of them hereby is, authorized to attest the execution of any such Power of Attorney; RESOLVED, FURTHER, that the signatures of such officers may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures shall be valid and binding upon the corporation when so affixed and in the future with respect to any bond, undertaking or contract of suretyship to which It is attached. IN WITNESS WHEREOF, INDEMNITY COMPANY OF CALIFORNIA and DEVELOPERS INSURANCE COMPANY have severally caused these presents to be signed by their respective Presidents and attested by their respective Secretaries this 3rd day of February, 1997. INDEMNITY COMPANY OF CAUFORNIA By Walter Crow Secretary STATE OF CALIFORNIA COUNTY OF ORANGE Signature ) SS. On February 3, 1997, before me, Sherie L. Bell, personally appeared Dante F. Vincenti, Jr. and Walter Crowell, personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her /their authorized capacity(ies), and that by his/her /their signature(s) on the Instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the Instrument. WITNESS my hand and official seal. The undersigned, as Senior Vice President of INDEMNITY COMPANY OF CALIFORNIA, and Senior Vice President of DEVELOPERS INSURANCE COMPANY, does hereby certify that the foregoing and attached Power of Attorney remains In full force and has not been revoked; and furthermore, that the provisions of the resolutions of the respective Boards of Directors of said corporations set forth in the Power of Attorney, are in force as of the date of this Certificate. This Certificate is executed in the City of Irvine, California, this 23rd day of . JUDY , 199 8 . INDEMNITY COMPANY OF CALIFORNIA DEVELOPERS INSURANCE COMPANY By ID -313 REV. (3/97) L.C. Fiebiger Senior Vice President DEVELOPERS INSURANCE COMPANY By Dan F. Vincenti, Jr. resident ATTEST By CERTIFICATE ..,...n.»...., ..v..., h nrAV .%',MI. cw.n •tnr+.•u.�...... »xk. Walter Crowell Secretary N9 026925 L.C. Fiebiger Senior Vice President 15 :36 FROM DALLY COhPANIES Puramid Pointe roa re SUICETY BOND RIDER To be attached to and for a part of Type of Bond: -, cr rBUMSInN PE FO MALICE BO_ Nr.._. Bond No, ,_i163.Z6 Dated Effective: NLY 23.199B Executed by: DALLY BIOMES, INC. . as Principal and by: INDEMNIT COMPANY F CAT tBAAtvIA - - as Surety, in Favor of: CZ QF ttIEWILIL . In Consideration of mutual agreements herein contained the Principal and the Surety hereby consent to adding the APPROVED to the bond: �p�+ SITE GRADING TO ROVED PLAN REQUIREMENTS" Nothing herein contained shall vary, alter or extend any provision or condition of this bond. except as herein expressly stated. This Rider is fective:.. ULY2 1 igned, sealed and dated: JL1L_Y 29_ 1998 ma-rams yea nNDEM IFnr COMPANY 9F CALLPOR _.. (gwE ) E r Cal �rniI j PAMELA NELSON . Attorney-in-Fact 1110:170 1IY3 ss 1 9Z USA 10/8340 Ar • a.A uY �ai� r xlo c....+w �+. n...+v. -r r rt s w r r. �.w.w.. JUL -29 -1996 15:36 FROM DALL" COMPANIES POWER OF ATTORNEY OF INDEMNITY COMPANY OF CAUFORNIA AND DEVELOPERS INSURANCE COMPANY 110. CAI true. IRNNL. CA 1111,3 • mg WOlIOL 1. AN war ai11 whiny Won range id In My welt lien111s an re 1 P lkb of Nook 1131 ThiPOMBrtA WNW IsWidM Mewl mg MANN loOWL O, me Pear 0t Pam/ aWOMAN, Its ma twin* MlIaM hgrownInktee &plane Ife WieMkwel meemto MM Mc. 4, Tha POwnrof Naomi WWI not M rabnadat oN Al nN M•1M1. ale Mould WAN a /oraMist WI d M aMgm a war& teiow ALL MIN IY Thai pRIRMT$, tkel stem • wpm* wand l&M1Nirr COaea%V OP OALIPONMA and OIYROrE iNiiNMNOI de flesh wooalM, MA rot hills. WNW nlMtnr MOW an0 MANN * **Lawrence J. Newton, Peter H. Hammett, Cynthia L. Jay, Cindy V. ?aulaaru, Carl Newman, Tim Church, Susan B. Larson, Marsha Clesson, Pamela Nelson, jointly or severally*** ban* 0 M a l i wow hat to nubs, mai% OMW an0 m knatA OM, rod ram WNW a IMO WWWI N M MttMN. is wdollaines and WNW, I webs* het wawa WI maven, *Ws Melee Nre kraut MWArd OIMq { LIOD C) ti way iWlie i i _ Old /WIFE 1 leis At011 •Infaet Ii flew a+e wWWWF le Well N meow MEOW wry set 1W e' polar W bi Oa ntM r h.ean P4 m $ mat M awparwats tieuld Oe. but waft 1e Nett el WI Oonld.dlone AtM pore ii Weelle kn we mane= and W of Melees Web AioneWMthcoot, Aw$Wt N MN PIIUPw%, M holey felled Ml oanewle. ttw Pew M ttanri� Y gee M y ., W Weenie under end h.e to M btorq rml kolltema adapted oy Ito nimmtm aoe 0$ 0 tamers a bN WIRY OIS OMN, OP 1Mttl Oi9ILOPItK MUM= Mlreeq M N WNW N. MI: Moo Ir R OLYSO,,Mt the pdhtan of Ma Omit noMloal flea my t�wddw of as mrpardw• one Oh tli. M altar oP n h..by b, adhaitd lo NANO Pews at ee my ' W Mae eie ai own ere i I wileneid lee West tie blew wilt / et M aemer wow* Old MS a» Iaaloy 111910WID, P JRTNER, hit Ps e$pWt,* M taunt lalills tnle be olbed to ay our Mme of AtOMA" a to my amalgam Wass mile ry P4WIM. rd oy Mta1 POW Of Atttitmy o WOW bw I3MXhb eikrAs eNpeettelydlitwallsdartdIntMMtnSAOWOO *anyean0, itnWNOIll or itormast aurebelbeee ween I mentad. p4 pings A m i d s t * std II 0 by 1NM►t11CI01w MmeotrU/ O b l i W o u Ot r i L U S I SO NN{NIAtMOI C O M M A ' Mao NruelyefDnd Mom erN N M be NEW b1 P4 twloataw Mk 3rd day PI Pawn, I WT. MyIIiAT' 00MMTM e/ eALpe1MIA eIYIL0I�M MEOW= OOMIMNY ilpralia C_ by Ar B y .LSN3 -5.13 IS d06d TO Pyramid Pointe P.03 1 Como i.eltry N°. 026926 STATE on CA JIDANw ) OM. cowry OR 011.001 ) • On %enemy 3, 1N1 blob m/, Ohre . Ill. NT Illy loowa0 Dante F * pttl, dt, ad WNW CANA mom* Mown t1111 Iof Promo P mi on **MI of wits MPIWAPOr authadasd e 1, and tt Arno* i is fatwri v n the inbnonael Si manly. arts anti' Of wOf�fae Mat hatalsoftboy 1110 paned* £1110. iIRAlo Ma WITt4M my hind wld smcia eel. CIRTPRl0ATT tartly that a trwm pni0, u acre Moo rttllaarn Ol INOiMMt1r COMPANY 0P CALIMMINVA D/YS arm ValorM o Pleaded a/ API S M*IWt $e 001M el he MNY, del bomb 0 Mums of W pa m forth , Mow romans hil Was and has Pow of a Woo as Shaw d masked: 0• Nmmerm, /Y! or pliN1i0111 of tlti M10ktbOrtl a thi rmtpt:tMi This GrtMcate II t vutad h err City Cl him, Warnll, this 29 day oi JULY 1I 8 a IMMENSITY COMPANY or CAUPON AA IMMNINA I COMPANY tgOtOCe lard et I ST t1$Y ee /BZ /L0 TOTAL P.03 Jul 22 98 04:26p CITY OF TUKWILA JUL 3 0 1998 PERMIT CENTER GE OTECH CONSULTANTS, INC. ITI o JNt 95062 Ta Charlie Laboda Fume Marc R. McGinnis Camper* Dally Homes Date: July 22, 1998 Address: FAX: aoo sza- 4.909 REs summary or Geotecnnicai observations Building 1- Pyramid Pointe Apartments Tukwila, Washington cam Dally Homes Scott Baltzell (206) 244 -7529 FAX Phones (4eF "x;;747 -8561 p. 1 13256 NE 20 Street, Suite 16 Bellevue, WA 98005 (425) 747 -5618 FAX 747 -8561 Our firm has provided geotechnical engineering and testing services during the excavation and foundation construction for the new Building 't of the Pyramid Pointe Apartments. During our visits to the site we observed the excavation for the building. This excavation was completed down to competent. native soils that were acceptable for foundation bearing. Overexcavation below the planned footing grades was necessary through much of this building. Recycled concrete was utilized as compacted structural fill to backfill the excavation to desired footing subgrade elevations. Density tests completed on this structural fill as It was placed showed compaction in excess of the 95 percent minimum that we had recommended. During a later site visit we also verified suitable bearing soils in the excavation for the retaining wails located north of Building 1. To the best of our knowledge, the work which we observed, in accordance with the scope of our services, was generally performed in conformance with our recommendations and our understanding of the approved plans. Copies of the daily field reports developed following our site visits are attached. EXPIRES 10 / 25 Pi/ j irr. tkruct teev.trivurn, itrolVtate..4A-cilttuktiM .4:111t11. A • Jul 22 98 04:26p JOB LOCAT ON GL RAL CONTRACTOR 13256 NE 20th Street, Suite 16 Bellevue, WA 98005 425-747-5618 FAX 425-747-8561 GEOTECH CONSULTANTS, INC_ TOR 1,0. en, 4P 44sLesi ...itt_4\414.e wedo.akre.611 T11.1- 4 . us, 44We Tiqz v11,4_1ost <sulmelreek,._ L 44)4" /4,0_1€ 4 14e- 1..L,41,4 2-eguilek .koo NEXT SITE VISIT %el .. F ti•N 113 CA COPja 6,6k OENERAL iONTRACTOR'S SUPT. IA GRADING POREPERSON (4 . . DAILY FIELD REPORT r Rh% ON Slit H 'IMEVI SITE 4164 HOURS CHARGED 2 .. e.4 CLIENT/OWNER VISITORS )O NUMBER S062 D, 7-s DA Of K Weei - WEATHEtI I. i 1 int R. ,a PERMIT NUMBER PAGE or 1 1 •fde. • &D SOW tt.4 .0.40 ro4aijaksjsr_die. lice. re j.jc S 401 t ect• rAmirc. A 6. doceL., excave.ke,4 44 kke c.04;4, excya... Crveva N., bill•seA r41° piatedeet.4. A. cot z ( fre,4 flo f bre)ti ,I;ien...rm I tsitsei 4 a,re. .2 e ?4-;le via T4 1 yg. r i,tzer -1 f ie S 4.-4)1. cAc_1 r r.sQe P. 1--S 1,, PA li, .....0.4. 56a)-■ sis,..4 k)e. S i4e1 pdex4 4 4 c4e._ Al:D - .r 1:eire 41.Cleg nv AreaSiotA mil Ir•rft o yt ike.-413.1.Lie_se§a.s_i_LLAyr_A.cin_exe-4Ataigr-Le=3.ati.6.' tt:t4 Ain) .. -.bi )...-.0Q.t... ......—. .. flt5141war 4 ;42.1AP I h i'L,4 I r ea..4 rteel t C..041cD rail, Ur lac. &a 'citkit141-111.rai a - - C A t &or .5.t. . . . . n. 1, , oli , h , 2*,:illq , ...:WWIS11"..VPira'Z'ke.MMPTTAq..tViAlMAZ , V.IPOSIO:Ift , )iTPAVI , V=t'il.N . 14 , 4 ,, Z Jul 22 88 04:25p ■111101111.01IMIM CONTRACTOR GRADING CONTRACTOR NEXT SITE VISIT. COPY TO C GEOTECH CONSULTANTS, INC. kaldwismirs 132i0 PIE 20th Scum, Sulu: 10 P.O. Rex 2054 Bellevue, WA 98005 Tacoma, WA 98401 206-747-5618 FAX 747-8561 206-627-5990 FAX 627-2114 JOB LOCATION P p.;,nie A s .1411611••••••••■•■••• GENERAL CONTRACTOR'S SUPT. GRADING FOREPERSON 160 9 DAILY FIELD REPORT TRAVEL/PREP TIME TIME ON SITE TIM S OFF SRI HOURS CHARGED CLISNTIOWNER MLES VISIONS SIGN. irriaor.v. 1427; p . 3 JOE rases DAT DAY WEATHER EK PERMIT NUMBER PAGE OF ?_. R. h .s, 4- e. lia srcae so v-4 no s op ,... 1,,, r ) 3,...1,i..,.... f .1. .. ... a . .. e-/Lii,e.. e.6Ae &ktjk l'k4; vAia_.,46,1-5. 0... . d '1 ' • t 1 • f J 1 :n i Pt.:ICI-I ee k).4s.t i_eilba.Ki-...i 1 dvou t r e.k..,41.ec/ J 1 e - A k i l r 4 4 , . . . . . . T . . k a i A t s i s c a 5 . & 1 6 , , , A . i o ' , I a A Ap , . . . , . . . 1 - / , 4) ...el -) ' . . . . t _ _ _ _ _ _ _ _ _ _ a r i L 3 44-2-2 • 1 .4 , 1 • ...11e—utrgAier.b..125/4J ,..ilAc. ki.t.11,41-1,N - €-.F ke_ t‘tsi )-ii,ttf1 P Ade ....kz 41;.,, 1:fx.v.a., 6 eek____" c _ 0 . -. - - • loi - . • m r _ - - , eu,J a• .. . . . . . . .. '. -- ' A. .., .ZIP ao • . . " .. ...... . At ' 0 1 1 ..i ■ 4 n e eyr_Ava. ie.A. et -Ike si_otl, .-a&S 4' zes r L...•r- —48 .421,, L., ..11.6.h pa- 8,3.1:1 11 i s . ..... .......... ... .i ---- Mill euiwAtecli), tori4. 11211r . . ip v,e Ke 4.r YD ) 510 eek, lk wkf i a l ase _ ye Aa 4 , 44 ... e i e b:110494,4... s,,,;11 cc" i ■I-“..4 P . "Goe..vg1123.6. 4 J L4 41:1 r ,P ti,g rectx.t.e.i e fele .1dASf i le.. 14,4p v ,...1.),, ezia._lie si imp L.46i . e"ca..41261 iceLAt_s. -.3 Jul 22 98 04 s 26p 13250 NE 20th Stiect, Suite 10 C.O. tlux 2054 Bellevue, WA 98005 Tacoma, WA 98401 206-747-5618 FAX 747-8561 206.627-5990 FAX 627.2114 JQ LOCATIO GCYFIAL CONTRACTOR GRADING C NTRACTOR Sklitiesa NCXMITS Mom et wi COPY TO GEOTECH CONSULTANTS, INC. GENERAL CONTRACTOR'S SUPT. GRADING FOREPERSON 02, Ve DAILY FIELD REPORT TRAVEIJPREP TIME 1 k TIME ON SITE I a l IS TIME OFF SITE 1 HOURS CHARGED —I 6 CUE . TOWNER MILES 35 viSiTORS (42c 1 JOS NUMBER (154)6 2_ DATE 0/17 1 DAYOF EK WEATHER e fleA I PERMIT NUMBER PAr OF P.4 .. GEOTECH CONSULTANTS. INC. 13256 N.C. 20Th St. (Nor Way), Suite 16 91up Belkvue, WA 98005 (2W 11 747.5618 DENSITY TEST FIELD REPORT TRAVEL /PRE► TIME Ma' NILES � JOS N0. TIME ON SITE "Ti 00 Au WEATHER go A.14. Cary 4mit, L.4t4� DATE I 0 - ao - <17 OAT OF WEER I JlAk TIME OFF SITE � %'30J�...A CLIENT /O S (MUSE C -'4 PERMIT NO. aDS LotATlon ;17.41442 tPO3Ai -iti 1'b►N•te APAIL n.t,Cm`:+h tr d. It iAf.L�tl,]C.'TT)A9 GENERAL CONTRACTOR GENE CONTRACTORS SUPT. .244- 174)3 PAGE OF i GRADING CO Sic / L TiNi3 GRADI FOREMAN 11►.,� iL►.L,.4 1155. CHARGED a. Sw�, TEST NO. LOCATION ELEVA 10N SOIL TYPE PERCENT I MOISTURE TEST DRY OEMSITT/►CF OPTIMUM l MOISTURE MAX. DOT IOENSITY /PCF PERCENT COMPACTION REMARKS P O I.. T1 •- . ab StQI' I.� j I tit <4.• :INN TIMITR N ;urn Am $.o i IS A) - i tq.p 47 ppe�rr N '�' Gila EINELY • • l w .4 k N 4 (� f Q'Z 1 16'.1 Q rf _1 ! 3 « ^'3 ai_ . k w u �.t j cS.t. a 9 -2 tan k g8 1 ,, .. . -.r i •■• L • Y. ._ I rr'1MPA.uI33,t tI 4 • £L1 'fuT ►1o1� '1-- s ►'AE=.ICieUflir.nx,QSq' set* teats, w 1 :r.- .•. . • IN ! .• .. .. V. =a- r -. -. a - .• C s,• - . •r .ae �• ^`_yea.' ' ULTL'_ J ak --�• .4P'. - r••—. ' " 4 .f . - .ter 7 • R Y. CJ -, •_ II .. O .. + (• . 11111_�4 =• S4S111h leataL■►'rras c►•ex 1 danttwvSa.a ,1J LN ► 14GE- ' cg-+p tari'_v. 1 -4- 1131 . • l a giMUN MLA W nul (o _1 1 •crZtEl'!i,£-..?f fLj►!ng• r • II E: -" ■ s . _. IL.- A... • .i u. -t.• _. ♦ ! i - STAkDARO MINTS' DENSITY / NOISI URE 44et t6A q5 ( _ 4s4 gig) I SITE VISITS i Io.2.1 •-q'T .. ALA COPY TOE .Ir uu gtra �Ia�s it.�.t OIGNEC I — l[L � • I, I CO Cfl GEOTECH CONSULTANTS, INC. I f 13256 N,E. 20th St. (No liup Wa }), Suite 16 Bellevue, WA 93005 (20& 747.5618 DENSITY TEST FIELD REPORT ?RAVEL /PREP TIME 1 � .� _ ,,, - TIME ON SITE l,:�v /l�i� MILES 3st�s =�,,s„ JOR NO. � WEATHER c> DATE ►�jx�� DAY OF MEER - rte TIME OFF SITE 12.3/16,30 CLIENT /OWNER 44.1 1.144.'P5 GAUGE C-s PERMIT JOP LOCATION _ �� � /� ,.'= r P'•� / ' .4 « ` .• GE RAL CONTRACTOR P' fjroM�`S GENERAL CONTRACTOR ! SUPT. SAGE OF •.:."... GRADING CONTRACTOR S _ SP t/s tro GRACING — 2 FOREMAN MRS. CHARGED ve '5 ZS'4e, TEST NO. LOCATION ELEVATION SOIL TYPE PERCENT MOISTURE TEST ORY OENSITY /PCF OPTIMUM MOISTURE MAR. CRY CENSITT /PCF PERCENT COMPACTION REMARKS 131441 '- gitUkc _Switi . - <3 1 rz, 0.8 i!9.6 i CIo . - 4dad*Slreed t 041 raJ, '} b 12 IN o .5 II k " ..50 Levi 4 -32 _ .1 fls.e, I t 47.3 4 it Milli I1;7 :5.0 t. cam_ - CP 11 r-- /Y OA rr riftWill n..2 I 9 5 '.- • I. s . .- S , il i , / , /24 L 6 Z jr`4 . l �(L - • .. - : 0 r r• i ti / 7 .., AM . t/c/ "-a le/67e P Zt Q/ee 4't .4_,.. StG b ' ' i ' ki _ t/ .a el - [s . r ' I. ol30, Ce ' -- L J / git k m /44d er -.5t* ... d i, i.... • E� Tto, 14)&4 . , v , o�c aR ro o ; r 1 d'� c /t ! ' '. , . ■ l h - . c ['• •1 / 0 . . c L. i , J W.4 _ ` AWHNJ a .:. KG C• 1C , .j s t i / s of .I 7 Lr /2 " G/ a • // • // [Cx ali • I & s . Wt� L a , Z Cl 1 .A1 I . c .. qsZ , . • iff "A .. ., . 7: . 0 • a e . 1.1 - , , fee / al i Goa7 // u' , • 4 , e 1 .2424-•Ce - _ � STANDARD COUNTS DENSITY/ MOISTURE NEXT E,+TE 118 _.,,, COPY J ,c '�` /��"� .. ....•............. ....,..,...... r� • 4' Cn Q7 -a 4%'N: �iISS•.A�w+vM +�.rt+r. +ur..a.. <.,:n......�. JUL -16 -1995 14:51 FROM WASHINGTON INSULATION INSULATION C1r.R'1'IIrICA'l'ION ('this card it to remain permanently pastel! In a scattily accessible location) This is to certify that, in conformance with the current thermal periinrinma;e standards to the Washington state energy code, as amended, and approved plans, I have inspected the energy package and cetlify that is has been installed in accordance with those standards in the building located at : limn r><Propenr Kin County s No. EXTERIOR WALLS, Tyro ellAukyiul FIhiji „_ MnrHdncNmt &hulkr IItit•knmi tin Imtk uune) CEILINGS: liAT1't(: Mnioinl jlh.ri n Mnnurneurcr _ �tiu� IhicAnc.� 1q. Ft. 1 mend (nrtndenume) / / , I ��/^ / r to M.md..urdr ` M9/�4.�V Lip I tI1L'1�11L'd!1 (O �y tor tr.f.ta nhmol g _%VI. /ling 3g9. J _ yq.lvl. Catered R Value ?LOOPS! l' p. utM.krinl Fi Manor ctturer tkht r.e ILiekncer I(- VnIue inr k.d. none) SLAB ON GRADE: Typo of M.IVi.I M.ntifhdilner I ItickiK.. K- Vnitk UK trade nnnwl HI,t )WN: T y p o ttrMMmin Washington Insulation, inc. 16120 Woodinville Redmond Rd. N.E. Suite I S Woodinville, WA )8012 . (206) 457.1444 WAS)111t 114M1 RCMARKS:.,1 C7G` , vie DESCRIPTION OF INSULATION ROOP/CEILINO BATT INSULATION INSTALLED PER APPROVED PLAN TO R. ROOP /CEILINU BLOWN INSULATION INSTALLED PER APPROVED PLAN TO R- r _ _ __ (WHEN SETTLED) ROOF /CEILING RIGID INSULATION INSTALLED PER APPROVE!) PLAN TO R- EXTERIOR WALL ASSEMBLY INSULATION INSTALLED PER APPROVED PI.AN TO R -, CONCRETE WALLS INSULATED PER APPROVED PLAN TO R. TO 2062447529 P.02 .4 `. Kit's (n, Hld. �' it Nu. I)A171 Its Vnittr 1 � It. Value 1g Nn . I ln�e RECEIVED CITY OF TUKWILA JUL 3 0 1999 atm, 11d. ) I JN 7L I certify under penalty of perjury under the laws of the Slate of Washington that the foregoing is tree and correct. General Contractor (Builder) Contractor's Registration Number Licensed Architect /Engineer B ./le 'title Ay Date and Place ONLY ONF, SIGNATURE IS REQUIRED FOR CIt:lt'1'1ElCA'I'ION TOTAL P.02 City of Tukwila Department of Public Works TO: FROM: DATE: SUBJECT: JJS /sal Permit Center Public Works Engineering September 17, 1997 Pyramid Pointe Apartments - Building A 15304 57th Avenue South Project No.: PRE94 -050 Permit No.: D97 -0068 Contact Person: Charlie Laboda Phone: (206) 328 -3770 Sanitary Side Sewer Storm Drain 1 1/2" Permanent Water Meter Fire Loop/Hydrant Land Altering Sewer Main Extension NOTIFICATION OF UTILITY PERMIT ACTION CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Department (with a copy of application) PERMIT FEE $20.00 96- $625.00. $25.00 $174.00 $25.00 Ross A. Eamst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON SEPTEMBER 17, 1997: O CR TOTAL: $589:00— {. O Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 - 0179 • Fax (206) 431-3665 08 -28 -1997 01 :48PM FRG' Geotech Consultants Inc TO 3286909 P.01 GEOTECH CONSULTANTS, INC. fl'l o J N: 95062 To: Charlie Laboda Finns Marc R. McGinnis Company. Daily Homes Date: August 28, 1997 Addraasr 3240 Eastlake Avenue E., Suite 200 FAX: (206) 328.8909 Seattle, WA 98102 Phase: (206) 328-3770 RE: Response to Correction Notice Pyrarnid Pointe II Apartments cc: Cougiin Porter Lundeen - Laurie Pfarr (206) 343-5691 13256 NE 20 Street, Suite 16 Bellevue, WA 98005 (206) 747 -5618 FAX 747 -8561 pq 666 This memo is in response to the geotechnical clarifications requested by Tukwila in their correction notice dated July 23, 1997. We have been provided with Sheets C1.0, C2.0, C3.0, C4.0, C5,0, and C5.ldeveloped by Coughlin Porter Lundeen and dated August 12, 1997. The recommendations presented in this memo, and our previous June 6, 1997 memo, which is attached, should be considered addendums to our March 20, 1995 geotechnical report. Our June 8, 1997 memo provides recommendations for construction of the bioswale to prevent it from adversely affecting the stability of the nearby steep slope. These recommendations are also Intended to create stable compacted fill slopes for the bioswale. Rockeries having design heights of less than 4 feet will be constructed at various locations around the site. The lower two-thirds of these rockeries should be constructed of 3 -man rocks, with a minimum 12 inch width of quarry spells behind each rockery. The reinforced fill walls located between Buildings 1 and 2, and east of Building 2 will be designed by others. These walls will have heights of up to 10 feet Many different types of fledble, reinforced earth walls, such as geogrid- reinforced rockeries and modular block walls, or Hiifiker walls can be used. The wall east of Building 2 must be designed to include a traffic surcharge for the parking area that will be supported on the backfill, Where utilities require trenching into the short, steep slope south of Building 2 it will be important that the trench backfiU be well - compacted within at least 10 feet of the face of the backfilled slope. We recommend that a minimum 90 percent relative compaction be achieved in this zone. This will reduce the potential for sloughing of the compacted fill slope. All utility backlit In other structural areas should be compacted in accordance with the recommendations presented in our geotechnical report Sleeving the utilities beneath the proposed earth walls will prey -t .e utilities from being crushed under the weight of the wall and fill. The sleeving will also allow the utilities to be repaired or replaced in the o was future without having to excavate through the walls. TOTAL P.01 REVISION SUBMITTAL PLAN CHECK/PERMIT NUMBER: Dr 00( PROJECT NAME: P1KAM 1'd Po(re I*s P it A PROJECT ADDRESS: L 5 W `'i 5? /iv 5 CONTACT PERSON: C, /V 1.Wk ( LA6 PHONE: a� 3 X 2-11 REVISION SUMMARY: TWt9 s 2J2-y_ 60yre rft) ato e c-fry rh ( 3- ■ SHEET NUMBER(S) - ( !' C Z. 0)C, � j 1 0 ) C 'f, 0 G rr ) C- S I () Gcl Z "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: RECEIVED CITY OF TUKWILA AUC2 1997 PERMIT CENTER A25• ' CITY USE ONLY Bldg. Planning Fire Public:Works 3/19/96 ENGINEERING REPORT Storm Drainage Maintenance Schedule Pyramid Pointe Apartments August 25, 1997 , PREPARED FOR: Daily Homes, Inc. 3316 Fuhrman Avenue East Seattle, WA 98102 PREPARED THROUGH: KTH Architects 13400 Northup Way East, Suite 23 Bellevue, Washington 98005 PREPARED BY: Coughlin Porter Lundeen 217 Pine Street, Suite 217 Seattle, Washington 98101 Phone: (206) 343-0460 Contact: Ms, Laurie Pfarr, P.E. D97-066g PROJECT OVERVIEW The subject property is located near the intersection between 57th Avenue South and South 152nd Street in Tukwila, Washington. The site entrance is located at the south terminus of 57th Avenue. The project site is bounded on the north by Heatherwood and Hampton Heights Apartments , on the south by the Southcenter Boulevard /I -5 northbound on -ramp, and on the west by 57th Avenue South and La Vista Apartments). The subject property is rectangular in shape and has an area of approximately 4.67 acres. The proposed project development area is located near the southwest corner of the site. The proposed development will add approximately 5,800 ft2 of new multi - family apartment buildings as well as associated parking and sidewalk area's. The total increase in impervious area is 10,331 ft2 with 505 ft2 being new impervious area subject to vehicular traffic. PROPOSED DRAINAGE SYSTEM Storm water runoff from the site will be collected using standard catch basins. The catch basins will be connected using storm drainage pipe. All new roof downspouts shall be tight -lined to the proposed drainage system. All flow will be conveyed into an onsite combined detention and biofiltration system. The combined system shall release flows into the existing storm conveyance system directly south of the project site. Due to site constraints a combined detention and biofiltration system shall be incorporated into the drainage system. The detention system has been sized and analyzed as described in the "Detention requirements" portion of this report. The calculated required stormwater detention volume based on the site conditions is 1,287 ft The detention system was designed to be a combined detention and biofiltration system that is 77 -feet long, 7 -feet wide sloped at 0.50% with 3:1 side slopes with a design depth of 1.5 -feet providing 1,416 ft of.storage volume. Per King County Core Requirement #3 the pond has been increased in size by 30% (100 linear feet, 7 feet wide, at a design depth of 1.5ft) The system has also been designed to discount the slope. The top elevation of the pond is 142.0 with 0.5 feet of free board and a design depth of 1.5 -feet. This is equal to elevation 140 which is the elevation of the inlet. The elevation of the outlet is 139.5. The detention system is designed to release flows equal to or below existing conditions, no adverse impact to the downstream drainage system is anticipated. RECOMMENDED MAINTENANCE SCHEDULE The following pages describe maintenance recommendations for the on -site drainage system. These recommendations should be followed as a minimum under normal operating conditions. As with all private storm drainage systems, regular inspection and maintenance of the system by the owner should reduce potential problems. 1 Maintenance Component Defect Conditions When Maintenance is Needed Results Expected When Maintenance is Performed General Trash & Debris Any trash and debris which exceed 1 cubic foot per 1,000 square feet (this is about equal to the amount of trash it would take to fill up one standard size office garbage can). In general there should be no visual evidence of dumping. Any poisonous vegetation which may constitute a hazard to City personnel or the public. Examples of poisonous vegetation include: tansy ragwort, poison oak, stinging nettles, devils club. Trash and debris cleared from site. No danger of poisonous vegetation where City personnel or the public might normally be, (Coordination with Seattle /King County Health Department). Poisonous Vegetation Pollution Oil, gasoline, or other contaminants of one gallon or more or any amount found that could: 1) cause damage to plant, animal, or marine life; 2) constitute a fir hazard; or 3) be flushed downstream during rain storms. No contaminants present other than a surface film. (Coordination with Seattle /King County Health Department) Unmowed Grass/ Ground Cover If facility if located in the private residential area, mowing is needed when grass exceeds 18 inches in height. In other areas, the general policy is to make the pond site match the adjacent ground cover and terrain as long as there is no interference with the function of the facility. When mowing is needed, grass /ground cover should be mowed to 2 inches in height. Rodent Holes Any evidence of rodent holes if facility is acting as a dam or berm, or any evidence of water piping through dam or berm via rodent holes. Rodents destroyed and dam or berm repaired. (Coordination with Seattle /King County Health Department) Insects When insects such as wasps and hornets interfere with maintenance activities. Insects destroyed or removed from site. PONDS The following schedule is recommended for the inspection and maintenance of on -site detention ponds. 2 • • • • 3 Tree Growth Tree growth does not allow maintenance access or interferes with maintenance activity (i.e., slope mowing, silt removal, vectoring, or equipment movements). If trees are not interfering with access, leave trees alone. Trees do not hinder maintenance activities. Selectively cultivate trees such as alders for firewood. Side Slopes of . Pond Erosion Eroded damage over 2 inches deep where cause of damage is still present or where there is potential for continued erosion. Slopes should be stabilized using appropriate erosion control measure(s); e.g., rock reinforcement, plating of grass, compaction. Storage Area Sediment Accumulated sediment that exceeds 10% of designed pond depth.. Sediment cleaned out to designed pond shape and depth; pond reseeded if necessary to control erosion. Pond Dikes Settlements Any part of dike which had settled 4 inches lower than the design pond depth. Dike should be built back to the design elevation. Emergency Overflow/ Spillway Rock Missing Only one layer of rock exists above native soil in are five square feet or larger, or any exposure of native soil. Replace rocks to design standards. • • • • 3 Maintenance Component Defect Conditions When Maintenance is Needed Results Expected When Maintenance if Performed General Trash and Debris (includes Sediment) Distance between debris build -up and bottom of orifice plate is less than 1 -1/2 feet. All trash and debris removed Structural Damage Structure is not securely attached to manhole wall and outlet pipe structure should support at least 1,000 pounds or up or down pressure. Structure securely attached to wall and outlet pipe. Structure is not in upright position (allow up to 10% from plumb). Structure in correct position. Connections to outlet pipe are not watertight and show signs of rust. Connections to outlet pipe are watertight; structure repaired or replaced and works as designed. Any holes - other than designed holes - in the structure. Structure has no holes other than designed holes. Cleanout Gate Damaged or Missing Cleanout gate is not watertight or is missing. Gate is watertight and works as designed. Gate cannot be moved up and down by one maintenance person. Gate moves up and down easily and is watertight. Chain leading to gate is missing or damaged. Chain is in place and works as designed. Gate is rusted over 50% of its surface area. Gate is repaired or replaced to meet design standards. Orifice Plate Damaged or Missing Control device is not working properly due to missing, out of place, or bent oriflceplate. Any trash, debris, sediment, or vegetation blocking the plate. Plate is in place and works as designed. Plate is free of all obstructions and works as designed. Obstructions Overflow Pipe Obstructions Any trash or debris blocking (or having the potential of blocking) the overflow pipe. See "Closed Detention Systems" Standard No. 3 Pipe is free of all obstructions and works as designed. See "Closed Detention Systems" Standard No. 3 Manhole Catch Basin See "Catch Basins" Standard No. 5 See "Catch Basins" Standard No. 5 CONTROL STRUCTURE/FLOW RESTRICTOR The following schedule is recommended for the inspection and maintenance of on -site control structure /flow restrictor. 4 Maintenance Component Defect Conditions When Maintenance is Needed Results Expected When Maintenance if Performed General Trash & Debris (Includes Sediment) Trash or debris of more than 1/2 cubic foot which is located immediately in front of the catch basin opening or is blocking basin by more than 10 %.' No trash or debris located immediately in front of the catch basin opening. Trash or debris (in the basin) that exceeds 1/3 the depth from the bottom of basin to invert of the lowest pipe into or out of the basin. No trash or debris in the catch basin. Trash or debris in any inlet or outlet pipe blocking more than 1/3 of its height. Dead animals or vegetation that could generate odors that would cause complaints or dangerous gases (e.g. methane). Inlet and outlet pipes free of trash or debris. No dead animals or vegetation present within the catch basin. Deposits of garbage exceeding 1 cubic foot in volume. No condition present which would attract or support the breeding of insects or rodents. Structural Damage to Frame and /or Top Slab Corner of frame extends more than 3/4 inch past curb face into the street (if applicable). Frame is even with curb. Top slab has holes larger than 2 square inches or cracks wider than 1/4 inch (intent is to make sure all material is running into the basin). Top slab is free of holes and cracks. Frame not sitting flush on top slab, i.e., separation of more than 3/4 of the frame from the top slab. Frame is sitting flush on top slab. Cracks in Basin Walls/ Bottom Cracks wider than 1/2 inch and longer than 3 feet, any evidence of soil particles entering catch basin through cracks, or maintenance person judges that structure is unsound. Basin replaced or repaired to design standards. Cracks wider than 1/2 inch and longer than 1 foot at the joint of any inlet/outlet pipe or any No cracks more than 1/4 -inch wide at the joint of inlet/outlet pipe. CATCH BASINS The following schedule is recommended for the inspection and maintenance of the on -site catch basins. 5 6 evidence of soil particles entering catch basin through cracks. Settlement/ Misalignment Basin has settled more than 1 inch or has rotated more than 2 inches out of alignment. Basin replaced or repaired to design standards. Fire Hazard Presence of chemicals such as natural gas, oil, and gasoline. No flammable chemicals present. Vegetation Vegetation growing across and blocking more than 10% of the basin opening. No vegetation blocking opening to basin. Vegetation growing in inlet/outlet pipe joints that is more than 6- inches tall and less than 6- inches apart. No vegetation or root growth present. Pollution Non flammable chemicals of more than 1/2 cubic foot per 3 feet of basin length. No pollution present other than surface film. Catch Basin Cover Cover Not in Place Cover is missing or only partially in place. Any open catch basin requires maintenance. Catch basin cover is closed Locking Mechanism Not Working Mechanism cannot be opened by one maintenance person with proper tools. Bolts into frame have less than 1/2 inch of thread. Mechanism opens with proper tools. Cover Difficult to Remove One maintenance person cannot remove lid after applying 80 lbs of lift; intent is keep cover from sealing off access to maintenance. Repair so that cover can be removed by one maintenance person. Ladder Ladder Rungs Unsafe Ladder is unsafe due to missing rungs, misalignment, rust, cracks, or sharp edges. Ladder meets design standards and allows maintenance person safe access. Metal Grate Trash and Debris Trash and debris that is blocking more than 20% of grate surface. Grate free of trash and debris. Damaged or Missing Grate missing or broken member(s) of the grate. Grate is in place and meets design standards. 6 Maintenance Component Defect Conditions When Maintenance is Needed Results Expected When Maintenance if Performed External: Rock Pad Missing or Moved Rock Only layer of rock exists above native soil in area five square feet or larger, or any exposure of native soil. Replace rocks to design standard. Dispersion Trench Pipe Plugged with Sediment Accumulated sediment that exceeds 20% of the design depth. Pipe cleaned/flushed so that it matches design. Not Discharging Water Properly Visual evidence of water discharging at concentrated points along trench (normal condition is a "sheet flow" of water along trench). Intent is to prevent erosion damage. Trench must be redesigned or rebuilt to standard. Perforations Plugged Over 1 /2 of perforations in pipe are plugged with debris and sediment. Clean or replace perforated pipe. Water Flows Out Top of "Distributor" Catch Basin Maintenance person observes water flowing out during any storm less than the design storm or it is causing or appears likely to cause damage. Facility must be rebuilt or redesigned to standards. Receiving Area Over - Saturated Water in receiving area is causing or has potential of causing landslide problems. No danger or landslides. Internal: Manhole/ Chamber Worn or Damaged Posts, Baffles, Sides of Chamber Structure dissipating flow deteriorates to'/ or original size or any concentrated worn spot exceeding one square foot which would make structure unsound. Replace structure to design standards. Other Defects See " Catch Basins" Standard No. 5 See " Catch Basins" Standard No. 5 ENERGY DISSIPATORS The following schedule is recommended for the inspection and maintenance of the on -site energy disspators. 7 Maintenance Component Defect Conditions When Maintenance is Needed Results Expected When Maintenance if Performed Pipes Sediment & Debris Accumulated sediment that exceeds 20% of the diameter of the pipe. Pipe cleaned of all sediment and debris. Vegetation Vegetation the reduces free movement of water through pipes. Protective coating is damaged; rust is causing more than 50% deterioration to any part of pipe. All vegetation removed so water flows freely through pipes. Pipe repaired or replaced. Damaged Any dent that decreases the cross section area of pipe by more than 20 %. Pipe repaired or replaced. Open Ditches Trash & Debris Trash and debris exceeds 1 cubic foot per 1,000 square feet of ditch and slopes. Trash and debris cleared from the ditches. Sediment Accumulated sediment that exceeds 20% of the design depth. Ditch cleaned /flushed of all sediment and debris so that it matches design. Vegetation Vegetation that reduces free movement of water through ditches. Water flows freely through ditches. Erosion Damage to Slopes See "Ponds" Standard No. 1 See "Ponds" Standard No. 1 Rock Lining Out of Place of Missing (if Applicable) Maintenance person can see native soil beneath the rock lining. Replace rock to design standard. Catch Basins See "Catch Basins" Standard No. 5 See "Catch Basins" Standard No. 5 Debris Barriers (e.g., Trash Rack) Settlement/ Misalignment See "Debris Barriers" Standard No. 6 See "Debris Barriers" Standard No. 6 CONVEYANCE SYSTEMS (PIPES & DITCHES) The following schedule is recommended for the inspection and maintenance of the on -site conveyance systems. 8 Maintenance Component Defect Conditions When Maintenance is Needed Results Expected When Maintenance if Performed General Weeds (Nonpoisonous) Weeds growing in more than 20% of the landscaped area (trees and shrubs only). Weeds present in less than 5% of the landscaped area. Safety Hazard Any presence of poison ivy or other poisonous vegetation. No poisonous vegetation present in a landscaped area. • . • Trash or Litter Paper, cans, bottles, totaling more than 1 cubic foot within a landscaped area (trees and shrubs only) of 1,000 square feet. Area clear of litter. Trees and • Shrubs Damage Limbs or parts of trees or shrubs that are split or broken which affect more than 25% of the total foliage of the tree or shrub, Trees and shrubs with less than 5% of the total foliage with split or broken limbs. Trees or shrubs that have been blown down of knocked over, Tree of shrub in place free of injury. • Trees or shrubs which are not adequately supported or are leaning over, causing exposure of the roots. Tree or shrub in place and adequately supported; remove any dead or diseased trees. • , GROUNDS (LANDSCAPING) • . • •. • .,. , , • .; The following schedule is recommended for the inspection and maintenance of the on-site grounds. 9 Maintenance Component Defect Conditions When Maintenance is Needed Results Expected When Maintenance if Performed General Trash and Debris (Includes Sediment) Trash and debris exceeds 1 cubic foot per 1,000 square feet, i.e., trash and debris would fill up one standard size garbage can. Trash and debris cleared from site. Blocked Roadway Debris which could damage vehicle tires (glass or metal). Roadway free of debris which could damage tires. Any obstructions which reduce clearance above road to less than 14 feet. Roadway overhead clear to 14 feet high. Any obstructions restricting the access to a 10- to 12 -foot width for a distance of more than 12 feet or any point restricting access to less than a 10 -foot width. Obstruction removed to allow at least a 12 -foot access. Road Surface Settlement, Potholes, Mush Spots, Ruts When any surface defect exceeds 6 inches in depth and 6 square feet in area. In general, any surface defect which hinders or prevents maintenance access. Road surface uniformly smooth with no evidence of settlement, potholes, much spots, or ruts. Vegetation in Road Surface Weeds growing in the road surface that are more than 6 inches tall and less than 6 inches apart within a 400 - square -foot area. Road surface free of weeds taller than 2 inches. Shoulders and Ditches Erosion Damage Erosion within 1 foot of the roadway more than 8 inches wide and 6 inches deep. Shoulder free of erosion and matching the surrounding road. Weeds and Brush Weeds and brush exceed 18 inches in height or hinder maintenance access. Weeds and brush out to 2 inches in height or cleared in such a way as to allow maintenance access. ACCESS ROADS /EASEMENTS The following schedule is recommended for the inspection and maintenance of the on -site access roads /easements. 10 • Project Record To: C COUGHLINPORTERLUNDEEN Date: August 25, 1997 RECEIVED CITY OF TUKWILA AUG 2 8 1997 PERMIT CENTER City of Tukwila Project: Pyramid Pointe Apartments Public Works Department Plan Check No. D97 -0068 GC, 6300 South Center Blvd. Tukwila, WA 98188 Attn: Joanna Spencer Project No: 95- 0313 -01 -1 Pages: 3 By: Laurie J. Pfarr, P.E. 5. The City of Tukwila has verified the size of the existing on -site water line to be 8 -inch diameter. 6. The sanitary sewer system has been modified to lessen the slopes from 19.5% to a maximum slope of 11% by providing outside drop connections at SS Manhole No. 2. The system has also been re- aligned to avoid rockery adjacent to swimming pool. Memorandum Sent Via Courier Joanna, Attached are our responses to each of the City of Tukwila's Review Comments per your letter dated July 23, 1997: 1. The buildings have been numbered on all Civil Sheets. 2. KTH has submitted clarification to the front, rear, left and right elevations. 3. Civil plans indicated an incorrect FF for building and has revised the FF elevation on Sheet C2.0. 4. City of Tukwila has requested that CPEP ADS N12 be used for all on -site storm drainage pipe systems. Drainage Note No. 3 has been modified to that effect. Per our discussion at the July 24, 1997 and August 21, 1997 meeting the ADS N12 storm pipe 12 -inch diameter and greater will be water tight and air testable and 8 -inch diameter and smaller will be silt tight. CB #17 has been added at connection location number 7 . 7. Assumed locations for sanitary side sewers have been shown on sheet C1.0. These systems have been noted to be plug and abandon in place beyond new connection points. The Contractor shall connect to the existing side sewer system near the existing buildings and shall provide a cleanout at the connection point per the Contract Plans. 217 PINE STREET • SUITE 520 • SEATTLE, WA 98101 • P:206/343 -0460 • F:206/343 -5691 8. Existing 8 -inch sanitary sewer is shown on sheet C1.0 and is noted to be plugged and abandoned in place. We have also shown a portion of this line on sheet C3.0 where it is anticipated to remain abandoned in place. 9. A cleanout has been added at the end of the run along the east side of building II. 10. All existing sanitary sewer lines and manholes which will no longer be service have been noted to be removed as necessary to complete proposed improvements. The remaining pipes shall be plugged and abandoned in place and the sanitary sewer manholes shall be abandoned in place per WSDOT /APWA Section 7- 05.3(1). 11. Water symbols listed have been shown on legend. 12. The existing side sewer serving the southeast building has been shown to be removed as necessary to install new improvements and the remaining line be plugged and abandoned in place. 13. Water systems have been modified per discussion at a meeting on July 24, 1997 and subsequent discussions with Pat Brodin, Greg Villanueva and Ted Freemire. 14. Water systems have been modified per discussion at a meeting on July 24, 1997 and subsequent discussions with Pat Brodin, Greg Villanueva and Ted Freemire. 15. Water systems have been modified per discussion at a meeting on July 24, 1997 and subsequent discussions with Pat Brodin, Greg Villanueva and Ted Freemire. 16. Detail has been added showing the storm drainage and sanitary sewer crossing of the structural earth retaining wall. A ductile iron sleeve has been provided for both utilities. 17. The existing 8 -inch water line will be abandoned in the location of the earth retaining wall per discussion at meeting on July 24, 1997 and subsequent discussions with Pat Brodin Greg Villanueva, and Ted Freemire. 18, Gas, telephone and power will be design build system installed by the utility. The exact routing of these system will be decided in the field and have not been shown on the construction documents. Contractor shall be responsible for providing the City with an "As- built" drawing with these lines indicated at the completion of the project. See also General Note No. 1, Sheet C1.0. 19. The structural earth wall detail was misleading and has been modified. Barrier shrubbery or fencing is proposed along top of wall and will be addressed by Landscape Architect. 20. Earthwork quantities have been added to grading plan and have been expressed in cubic yards, 217 PINE STREET . SUITE 520 • SEATTLE, WA 98101 . P :206/343 -0460 • F:206/343 -5691 21, Steep slope setback of 15 -feet has been shown on Sheet C2.0. Swale is shown to be outside of this setback. The geotechnical report on the stability of the biofiltration swale has been referenced on the grading and drainage plan. 22. Storm drainage maintenance schedule per King County Surface Water design manual is provide with this submittal to City of Tukwila. 23. Supplemental recommendations will be provide by Geotechnical engineer on stability of biofiltration swale. 24. Supplemental geotechnical information will be provided for utility lines, earth walls,' biofiltration swale, and penetration of earthwall. 25. An attempt has been made to provide as accurate information as possible for the location of existing water, lines. Water Notes 14 and 15 have been added to address minimizing impact to adjacent properties. 26. Water Note 16 has been added to have the Contractor provide a construction schedule for the excavation and installation of the block sequence for the water lines. 27. Meeting was scheduled and attended by all parties for final review of the utility systems on August 21, 1997. 28. General Note 1 has been expanded to include the requirement for surveyed "As Built" plans to be provide to the City of Tukwila. 29. Information for utility turnover has been noted. We have been in constant contact with Public Works Staff with any questions during our revisions and have attempted to address all their comments and concerns. Please call with any questions. cc: Charlie Laboda, Daily Homes Inc. Scott Harkey /John Larson, KTH Architects 217 PINE STREET . SUITE 520 • SEATTLE, WA 98101 • P:206/343 -0460 . F:206/343 -5691 August 18, 1997 Mr. Charlie Laboda Dally Homes 3316 Fuhrman Avenue East, #100 Seattle, Washington 98102 Dear Mr. Laboda: SUBJECT: CORRECTION LETTER #2 Development Permit Application Number D97 -0068 Pyramid Pointe Apartments - Building A 15304 57 Av S This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Public Works Department. At this time the Building Division, Planning Division and the Fire Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. -- Wct-e *4 7 o Kelcie J. Peterson Permit Coordinator Enclosures File: D97 -0068 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 L City of Tukwila Department of Public Works 1) Number the proposed buildings on the civil plans. .. ✓ +vw.'.w.. WW /` �wrTnvrwrt�wMY. www. H. ro..+• wswwwww +.,�..vr.d�..............�. PUBLIC WORKS DEPARTMENT COMMENTS DATE: July 23, 1997 PROJECT NAME: Pyramid Pointe Apartments PERMIT NO.: D97 -0068, D97 -0069 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179, if you have any questions regarding the following comments. Ross A. Eamst, P. E., Director 2) Clarify the front, rear, left and right elevations in relationship to North, South, East and West directions on sheets A5.1 and A5.2. 3) Is the finished floor elevation on the civil plans the same as the elevation listed for the top of the slab on the architectural plans? If so, why is there a 0.5' difference in elevation between the finished floor of one building section on sheet C2.0 and top of slab on sheet A5.2 and A6.3? 4) ADS N -12 air testable pipe or equal shall be used for storm drainage. Revise storm drainage pipe material call -outs and drainage note #3 on the storm drainage plan. Add a new storm drain catch basin at the connection at location 7. 5) The size of the existing water main is 8 ", not 10" as shown in the plan set. Please verify the water main size. 6) The proposed 19.5% slope of the sanitary sewer pipe between sanitary sewer manhole # 1 and sanitary sewer manhole # 2 is too steep. Move manhole #2 in the southwest direction and realign the sanitary sewer pipes to avoid conflict with the rockery located south of the existing pool. Sanitary sewer manhole #2 must be a drop manhole. 7) Show how the existing southeast building will connect to the new sanitary sewer lines (sanitary sewer keynote 3). 8) Show existing 8" sanitary sewer main that goes down the hill (keynote 4). John W. Rants, Mayor 1 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431.3665 i - 9) Additional sanitary ( is needed at the end of the i, i along the east side of building IL 10) Old sewer lines need to be plugged or capped at existing manhole (one mainline and two side sewers). 11) Clarify symbols W (circled) and W (boxed) (not included in the legend) on sheet C3.0 and C4.0. 12) Show the existing sewer line to be removed that presently serves the existing southeast building. 13) New water services shall not be tapped off of the dead end. Revise new water services and show the tap south of the gate valve (keynote location 5). 14) Revise the concrete deadman on the side view of "Restrained Joint" detail on sheet C3.0. A cross - section shall also be shown per attached mark -up. 15) Add valve east of tapping tee at keynote 9. 16) Show details for sanitary sewer and storm drainage crossings at the earth wall. 17) Outline detail showing how the earth wall will be constructed over the existing water line. 18) Show new power, gas, and communication lines that will serve the proposed buildings. 19) Can trees be planted on top of the earth wall if utility lines passing under the earth wall? 20) All quantities of earthwork associated with this project shall be added to the grading plan and shall be submitted. Earthwork quantities shall be expressed in cubic yards. 21) The geotechnical consultant's memo references stability of the bio-swale. Slopes shall be referenced in plan. 22) Submit a storm drainage maintenance schedule that includes maintenance provisions for the bio - swale. The maintenance schedule shall be accompanied by an explanation of how the storm drainage structures will be maintained. 23) Provide recommendations from the geotechnical engineer on methods to achieve and maintain 100% stability for the proposed bio - swale. The information that was provided in the original submittal does not insure 100% stability for the bio - swale. 9 a 24) Revise the soils rep to include new utility lines, earth( :ills, bio- swale, and penetration of the earth wall. 25) The existing water survey was drawn incorrectly. Water components shall be pre assembled in order to minimize impacts to adjacent properties. 26) A construction schedule shall be provided for excavation and installation of th block sequence for the water lines. 27) Applicant shall schedule a meeting with Public Works prior to re- submitting the revised plans to the Tukwila Permit Center. Refer to July 24, 1997 meeting between Public Works staff, land owners representative, and land owners civil engineer. Also refer to Public Works staff conference call with civil engineer. 28) . Utility lines shall be surveyed and an "As- Built" utility plan will be required with appropriate easement documents. 29) Immediately after completion of construction, the appropriate utility systems shall be requested for turnover to the City through the appropriate turnover documents as required by the City. Tukwila City Council shall make the final decision to accept the utilities as public infrastructure. 3 ELEVATION FACING FRONT NORTHEAST RIGHT NORTHWEST REAR SOUTHWEST LEFT SOUTHEAST ELEVATION FACING FRONT NORTH RIGHT WEST REAR SOUTH LEFT EAST K T H ARCHITECTS 13400 Northup Way East, Suite 23 Bellevue, WA 98005 Tel: (425) 401 -6828 Fax: (425) 401 -0630 July 30, 1997 Joanna Spencer Plan Reviewer Public Wo'rk's Department City of Tukwila Suite 100 6300 Southcenter Blvd. Tukwila, WA 98188 Re: Public Works Department Comments dated 7/23/97 Pyramid Pointe Apartments Building type I & II Permit #: D97 -0068 & D97 -0069 Dear Joanna Spencer: RECEIVED CITY OF TUKWILA AUG 2 8 1997 PERMIT CENTER Below is our comment to question # 2 of the Public Works Comments dated 7/23/97 for the Pyramid Pointe Apartments, building type I & II. c0797 38.doc 2) Clarify the front, rear, left and right elevations in relationship to North, South, East and West directions on sheets AS.1 and AS.2. BUILDING TYPE I BUILDING TYPE II We have included these callouts on Sheets AS.1 and AS.2. I f you have any questions, please ca S incerely, K T H ARCHITECTS c0797„ 38.doc 2 R 0 . . B ER T S S O C •I R T E S CONSULTING ENGINEERS A PROFESSIONAL SERVICES CORPORATION • 2030 FIRST AVENUE SUITE 203 • SEATTLE, % SIIINGfON 00121 .. TELEPHONE: (200) 256 -1003 • FAX: (200) 256-0197 Mr, Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Regarding: 97 -T -03 (Pyramid Pointe Apartments - Building A) RFA #97102 -03 Dear Mr. Griffin: We have reviewed information for the proposed project with the structural provisions of the 1994 Edition of the Uniform Building Code as adopted and amended by the City of Tukwila. We have no additional comments. Enclosed are the drawings, calculations, as well as the geotechnical and drainage reports for your use. We have forwarded a copy of this letter to the architect at Kappler Thomas Harkey Architects for your convenience. If you have any questions or require any additional clarification, please call me directly at (425) 255 -3099, Sincerely, ROBERT FOSSATTI ASSOCIATES, INC., P.S. rysta Kolke CLK :3 a:1RFA197t03 ^3.doc /24k_ cc: Mr. Scott Harkey Kappler Thomas Harkey Architects 13400 Northup Way East, Suite 33 Bellevue, WA 98005 Dcn- co (e6 R 0 B E R 'r Fi OSSATT I A S S O C I A T E S CONSUMING ENGINEERS June 23, 1997 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 A PROFESSIONAL. SERVICES CORPORATION Dear Mr. Griffin: • 2030 FIRST AVENUE SUITE 203 SEATTLE, WASIIINGTON 911121 TEI EI'IIONE: (206) 250- 11103 FAX: (206) 256-01 97 Regarding: 97 -T -03 (Pyramid Pointe Apartments - Building A) RFA #97102 -03 We have reviewed information for the proposed project with the structural provisions of the 1994 Edition of the Uniform Building Code as adopted and amended by the City of Tukwila. The following comments should be addressed by the permit applicant: 1. For Side /Side lateral forces, an adequate load path should be provided at the roof as follows: a) At the Rear shear wall where Section 4/S3.2 is cut, solid blocking with adequate nailing connections should be provided. This revised detail calls for blocking, however, no nailing is referenced from the blocking to the top plate. Deferring to UBC Table 23 -I -Q, this connection does not appear adequate. Refer to Detail 3/S3.2 for a similar condition. b) The two 7' Front shear walls occur at the low gabled roof. Since these walls are intended to receive tributary roof forces, considering the upper roof area, then an adequate load path should be provided from the upper roof to the shear walls at this lower roof. The revised Detail 2/S3.2 does not show how lateral roof forces are transferred up the wall. 2. Section 14/S3.2 is cut where trusses are to be sheathed to transfer lateral forces to the shear walls below. A note should be added to provide intermediate vertical framing members between truss diagonals in order to consider shear values in UBC Table 23- I -K -1. Additionally, the flat 2x member at the bottom of the truss may split when the truss deflects. This should be addressed by the Engineer of Record. 3. The First Floor RMid Walls on page L -5R of the calculations are required to have HD10A Holdowns with Douglas Firs studs. We do not find where Douglas Fir studs are speciay , E D called out on the drawings. ``i JUN 24 1997 DEVELOPMENT June 23, 1997 Pyramid Pointe Apartments - Building A Page Two 4. Section 8/S3.2 is cut typically at interior shear walls running parallel to floor joists. The adequacy of shear transfer is relatively low, considering the average shear value at typical walls. For example, refer to the First Floor Mid Walls. Page L -3R of the calculations shows 319 plf. Section 8/S3.2 would not be adequate. The revised calculations on page Al do not appear to address this issue clearly. 5. If Section 10/S3.2 is not intended to be used, it should be voided to avoid confusion during construction. 6. Section 11/S3.1 is cut in plan, Sheet S1.2, at the Bridge. We do not find sufficient detailing for this part of the structure; Section 11/S3.1 just shows the foundation for this structure. The architectural drawings, Sheet A8.1, show a free - standing structure. Calculations and additional construction details should be provided for our review. It appears that Sheet A8.1 should be revised and resubmitted. 7. The Dumptster Enclosure, shown in Detail 3/A8.1, is not exempt from this permit per UBC Section 106.2. Construction details should be provided for our review. Again, we did not receive a revised Sheet A8.1 to review. 8. Section 1/S1.4 shows the CS16 strap nailed first to the wall. It is not clear how the connection to the truss is made. We question constructability of this connection. The above listed review comments should be responded to in itemized letter form. We, therefore, recommend that the permit applicant have the Structural Engineer of Record, Jamieson Consulting, respond and resubmit two copies of revised drawings and one copy of supplemental structural calculations directly to our office, as required. We have forwarded a copy of this letter to the architect at Kappler Thomas Harkey Architects for your convenience. If you have any questions or require any additional clarification, please call me directly at (425) 255 -3099. Sincerely, ROBERT FOSSATTI ASSOCIATES, INC., P.S. C rystal Kolke CLK :2 a:\RFA\97t03^2.doc cc: Mr. Scott Harkey Kappler Thomas Harkey Architects 13400 Northup Way East, Suite 33 Bellevue, WA 98005 t`►�' 'L - JAMIESON CONS LTING Consulting Engineering & Project Management • 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (206) 803 -2581 • FAX (206) 803 -3289 • aw.w...+ RESPONSE TO BUILDING DEPARTMENT COMMENTS CITY OF TUKWILA: 97 -T -03 PYRAMID POINTE APARTMENTS NAME JOB NO. BY DATE SHEET NO. OF RECEIVED CITY OF TUKWILA JUN 1 01997 Thank you for the through review of the plans. All of the items have been addressed and the PERMIT CENTER changes / corrections have been incorporated into the plans and have been clouded for your convenience. If you feel any of the responses are inadequate please call me directly so as to expedite the approval process. Thank you. Douglas J. Jamieson 803 -2581 Building A: 1. See revised Note E 5. 2. See revised Note F 3. 3. See item 2 above. 4. See revised Note F 1. 5. 11/S3.2 as indicated on sheet S1.2 should have been 11/S3,1. See the revised plans. Also 11/S3.1 has been revised to reflect the 100 psf uniform load. 6. See the revised plans. 7. Notes added to plans, see also A -1 of the included calculations. 8. See the revised plans. 9. For the footings supporting Beams B -2 & C -2, two different conditions occur, a 3 story condition and a 2 story condition. The 3 story conditions have F2.5 footings per F -14 of the calculations. The 2 story condition requires an F1.5 type footing. The end of the thickened slab is similar to an F1.5 footing. 10. See revised Detail 4S3.2. 11. The calculations have been revised. No adjustments were required. 12. Per Section 1603.3.1 this engineer used rational analysis to adjust the tributary area slightly to account for location and relative stiffness of the lateral- force - resisting elements. Specifically, the example noted (L -1, Third floor, RMid), the exact tributary area would be 20'. Some area was added to the rear because of its relatively close proximity to RMid, and some went to the front because of its significantly greater stiffness. The other example (L- 2,Third floor, CRCen), some tributary area went to C/B because of its relatively close proximity and CRCen is generally in "front" and C/B is generally in the rear of the structure. See revised calculations. 13. a. See revised Section 4/S3.2. b. Added Section 14/S3.2. c. See revised Section 2/53.2, and note on roof plans "roof sheathing to be continuous under dummy framing, typical ". 14. a. See revised Section 3/S3.2. b, See revised Section 2/S3.2. c. Added Section 15/S3.2. 15. See revised end conditions. 16. See revised calculations and plans. 17. See revised calculations and plans. 18. See revised calculations and plans. 19. See revised calculations and plans. 20. See revised calculations and plans. 21. See revised calculations and plans. JAMIESON CONSLTING Consulting Engineering & Project Management • 901 KIRKLAND AVE STE B-1 • KIRKLAND WA 98033 (206) 803-2581 • FkX (206) 803-3289 RESPONSE TO BUILDING DEPARTMENT COMMENTS CITY OF TUKWILA: 97-T-03 PYRAMID POINTE APARTMENTS 22. See revised detail and additional calculations provided. 23. See revised detail and additional calculations provided. ,24. See revised detail and additional calculations provided. 25. Section cut deleted from plans. 26. This is exactly the same detail as your office uses, the horizontal steel in the wall is indicated on the wall section, see Detail 10/S3.1. 27. See additional details and calculations provided. 28. See revised architectural detail. Building B: . Items 1 thru 17 have been addressed in Building A. 18 See revised plans. • 19. CLeft: v = 3570 / 20.5 = 174 pif P1-6 OK See revised plans and calculations for holdowns, • 20. See revised plans. 21. See revised plans. 22. See revised plans. 23. See item 21 Building A. Items 24 thn.129 have been addressed in Building A. : DATE will • JAMIESON CONS - LTING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B-1 • KIRKLAND WA 98033 (206) 803-2581 • FAX (206) 803-3289 NAME ?YrAfifp JOB NO, 962/ " BY 1.:Z.1 DATE SHEET NO. 1 .Z • OF 7 *ad F-/4. z/6 45' Or. 9.s< /5.2z493(41T 44 $, 75 e fi v 1, -4/ ziCvti3/8.zr 121 -4 /5 12 ' ( = 10& = < 33 a< • r- umrs a ¢c : 3 fl,izy /1,569 r 5 F 5 OK e 463 zJ ltes . 82/4 = 99 (5) evit We (3) x 53x 1,35 /2 = /0 423 436 a 32'0 45'0 A/Z/5Z = /69 P6F > z2272c.F Sol TOE s 5 rez Cgeert I IA zz7 (7'27,)oK 731rert 2€37 plE 435 /b zet, To 8 • • ': , • . , - . • • : '• • , - JAMIESON CONStYTING Consulting Engineering & Project Management, l'..901 KIRKLAND AVE StE B4 • KIRKLAND WA 98033 (206) 803-2581 • FAX (206) 803-3289 g):) FineC.5 UAI B 3 H, N4ME Joe Na DATE • • '-'•• • • • • % 2/97 •• • SHEET Na • Z/7 /96(4-/a)/ e aft = /z// r." /!./ 290* /6/ (23 5 4.6 .. • , Consulting Engineering & Project Management • 901 KIRKLAND AVE STE B-1 • KIRKLAND WA 98033 (206) 803-2581 • FAX (206) 803-3289 S. St S JAMIESON CONSULTING fOr-C,P5 (k ) ; UNIT 'CR' UNIT 'B' Cli0Z7) FOP-CE5 'ROOF FRA-M & • V . YS FOR C ' & 4 ST ' IEAp 00 CS 4 (L=13') OVER JOISTS j f5L1X.KI 1JS 4 R tM J06 " CL -14') '' " is UNIT 'CR' UNIT 'B' C(-102D FOZCE S FLC FAM IPiC, nws ER 1 3/4 x 9 11 PSL LEDGER W /(2) 1/2" 0 LAG BOLTS ® 16" O.C. (4) 1/2" 0 LAG BOLTS TO DOUBLE STUD HUC410 TF 1 3/4 x.9 1/2 PSL LEDGER SLOPED W (2) 1/2" 0 LAG BOLTS 0 32" O.C. HU 410 TF 1 x 9 1/2 PSL LEDGER • W /(2) 1/2" 0 LAG BOLTS 0 16" O.C. 4x4 Pr 'mos W/ Erc 44 3' /a k9VZTV.. 2 x8012 "0.C.' S -2 3 1/2" x 9 1/2" PSL i HU41O TF S -2 3 1/2" x 9 1/2" PSL 2 x.10 OF LEDGER W /(2) 16d NAILS 0 16" O.C. t 61. AL it F_ui g: .:. § ° if 0 x x pin c 1 (4) 1/2" 0 LAG BOLTS TO DOUBLE STUD HU410 TF HU41O TF SLOPE FOR STRINGER (TYP.) 1 3/4 x 9 1/2 PSL LEDGER W /(2) 1/2" 0 LAG BOLTS 0 16" O.C. 2 x 8 0 16" O.C. W /U26 EA. END (4) Ya "I6 LA& 1 ocr5 TO VOLIEX.E stun 4x4 Pr posr /W/Pc44 JAMIESON CONSLIING NAME p 41/ .1617 Consulting Engineering & Project Management 901 KIRKLAND AVE STE B-1 • KIRKLAND WA 98033 (206) 803-2581 • FAX (206) 803-3289 L-DowNs ht Foe 441....F/2 435 7 dit5o (F.1) 4 /133 45e Sa = 490 eel( : 7-,4.E 15.0„A M57 ; ti3E CIA4Z 5P,4A1 33O- x, €Z. s7717 ; : 104 ST S BY DATE SHEET NO. OF / 997 0/74wev 41,7; E, 450 1553 44 2730 '‘ JOB NO. 96z/5 2500 psi cONCCETE orz,E : 4-goo # Comtg&TO catrreCtS) INTX,VOIZ ; /33k 49(40 ki 9 z. = 5409 # (N4145 c64/724 k 3 - W /2. F-it, snip ' Ed pt I ty /, I A f . 7 1E : 9s40 'If k , f32. -- 78V5 .4 V// 3 'END STUD - coti&-Fie 7&L.: 954o ..4e JAMIESON. CONSLJrING Consulting Engineering & Project Management 901 KIRKLAND AVE STE B -1 • KIRKLAND WA 98033 (206) 803.2581 • FAX (206) 803 -3289 W 2,876 # w1 1540 # w2 900 # W3 436 # x1 2.50 ft x2 1.00 ft x3 1.75 ft TG ° 25x psi ty=400/ IV a= 3, loo do /0" 4 = , /65,, / Z 4 Q 2 co 3 1 'C6g i TYPICAL CANTILEVERED RETAINING WALL w/ 100 psf uniform load NAME JOB NO. BY DATE INPUT NAME OUTPUT UNITS COMMENT 35 EFP # / ft3 Equivalent fluid pressure 0.267 Cf Coef, of friction against sliding (includes Factor of Safety of 1.5) 6 a ft Height of earth above "base" 1.00 w ft Wall thickness 0.83 t ft Footing thickness 0.50 toe ft Length of toe 2.00 heel ft Length of heel H 6.83 ft Overall height of equivalent fluid Lf 3.50 ft Total footing width fs 1,938 # / ft2 Soil bearing if Xis in mid 1/3 fs2 2,002 # / ft2 Soil bearing if Xis not in mid 1/3 Lf/3 1.17 ft X 0.96 ft Location of resultant force 2Lf /3 2.33 ft F 1,416 # Total horizontal force Fk 73 # Required key force ( key req'd if > 120#) FS 1.998 Net factor against overturning Mot 2,759 # - ft • Overturning moment Mr 5,513 # - ft ' Resisting moment )1.\-911 Mu 3,672 # - ft Ultimate moment for concrete design Total weight on footing Soil weight on heel (120 pcf) Weight of wall Weight of footing Z I C1,2 rYP ;4 . WAY, 64, F4CE (8) 4 ceM SHEET NO. OF • • 2 -D" (2) ¢ TDP O. FACE LATERAL ANALYSIS FOR PYRAMID POINTE BLDG I (L1 SEISMIC: V - .1032 W Wr = 2250 SF a (l5 + 10) psf = 56,250 # W3f = 2200 SF a (10 + 15) psf = 55,000 # Dead Loads: W2f = 2200 SF (10 + 15) psf = 55,000 # Roof = 15 psf (horn. framing) & 10 psf (partition) Floor = 10 psf (horz. framing) & 15 psf (partition) 9w therefore: Vr - 5805 # Vr = 7734 # V3f = 5676 # V3f = 7563 # V2f = 5676 # V2f = 17,157 it 220 SF 17.91 psf = 260 SF © 16.20 psf = 104 SF @ 15.35 psf = Total Roof s /s: Fr = 156 SF ©15.35 psf = 260 SF G 14.28 psf = 52 SF 613.22 psf= Total Third Floor s /s: F3f - Fmf= 468 SF §13.22 psf = Total Second Floor s /s: F2f ■ Fr = 220 SF © 17.91 psf = 275 SF 16.20 psf = 168 SF 15.35 psf = Total Roof fib: Fr = 112 SF ©15.35 psf = 280 SF 14.28 psf = 112 SF 13.22 psf = Total Third Floor f /b: F3f = Fmf= 504 SF 613.22 psf= Total Second Floor f /b: F2f = SUMMARY: Wind controls all levels. both directions. TOTAL 1MND: side /side Fr = SIDE /SIDE: V = Wall L(eff) Rear 6 RMid 16 Front 23 TOTAL 45 Fuf. _ Fuf= THIRD FLOOR SHEAR WALLS (C,B) 9749 L(eff) = 45.0 v = V Section Length 1300 a 8 3466 a 10 4983 a 7 9,749 b 7 c 8.5 22.5 7583 # 22,859 # 3940 # 4212 # 1596 # 9749 2395 # 3713 # 687 # 6795 # 6187 # 6187 # Total s/s - 3940 # 4455 # 2579 # 10974 # 1719 # 3998 # 1481 # 7198 # 6663 # 6663 # Total f/b _ 24,835 217 plf shear 162 347 221 221 221 Type P1-6 P1-4 P1 -6 P1 -6 P1 -6 gwb FRONT /BACK: V = Wall L(eff) CFL 3 LATERAL ANALYSIS FOR PYRAMID POINTE BLDG I (L) 56.0 v = 196 plf Section Length shear Type gvvb a 3 98 P1-6 b 3 98 P1-6 6 A 6.5 105 P1-6 b 8.5 105 P1 -6 c 5.5 105 P1-6 20.5 2156 a 21.5 100 P1 -6 1764 a 12 73 G1 -7 b 12 73 G1 -7 24 BLCen 11 2156 a 17 127 . P1-6 BRight 11 2156 a 36 60 G1 -7 TOTAL 56 10,974 Cleft' 11 2156 CRCen C/B 10974 L(eff) = V 588 SECOND FLOOR SHEAR WALLS (D,B) SIDE /SIDE: V = 6795 L(eff) = 45.0 v = 151 plf Wall . L(eff) V Section Length shear Type gwb Rear 5 2055 a 8 257 P1 -4 RMid 7 4523 a 10 452 P1 -3 Mid 21 . 3171 a 12.5 167 P1-6 b 6.5 167 P1 -6 19 Front 12 6795 a 3 331 P1 -4 b 6 331 P1-4 c 3 331 P1-4 d 8.5 331 P1-4 TOTAL 45 16,544 20.5 FRONT /BACK: V = 7198 L(eff) = 56.0 v = 129 plf Wall L(eff) V Section Length shear Type gwb DFL 3 974 a 3 162 P1 -6 b 3 162 P1 -6 6 DLeft 11 3570 a 8.5 255 P1 -4 b 5.5 255 P1 -4 14 DRCen 11 3570 a 21.5 166 P1 -6 D/B 9 2921 a 12 122 P1-6 b 12 122 P1 -6 24 BLCen 11 3570 a 17 210 P1 -6 BRight 11 3570 a 10 198 P1-6 b 8 198 P1 -6 TOTAL 56 18,174 18 Ott LATERAL ANALYSIS FOR PYRAMID POINTE BLDG I (LI FIRST FLOOR SHEAR WALLS (C,B) SIDE /SIDE: V = 6187 L(eff) = 45.0 v = 137 plf Wall L(eff V Section Length shear Type Rear. 5 2742 a 8 343 P1 -4 RMid 7 5485 a 10 549 P1 -310 Mid 21 6058 a 12.5 319 P1 -4 b 6.5 319 P1 -4 19 Front 12 8445 a 7 375 P1-3 b 7 375 P1-3 c 8.5 375 P1-3 TOTAL 45 22,731 22.5 FRONT /BACK: V = 6663 L(eff) = 56.0 v = 119 plf Wall L(eff) V Section Length shear Type CFL 3 1331 a 3 222 P1 -6 b 3 222 P1-6 6 CLeft 11 4879 a 6.5 238 P1 -4 b 8.5 238 P1 -4 c 5.5 238 P1 -4 20.5 CRCen 11 4879 a 21.5 227 P1 -6 CB 9 3992 a 12 166 P1 -6 b 12 166 P1-6 24 BLCen 11 4879 a 17 287 P1 -4 BRight 11 4879 a 10 271 P1 -4 b 8 271 P1 -4 TOTAL 56 24,838 18 HORIZONTAL DIAPHRAGM SHEARS ROOF DIAPHRAGM Rear: BLOCK roof sheathing to 2' RMid: ADD BLOCKING PANELS, L = 3466 / 230 = 16', (8) panels, see detail B Front: v = 14 x 221 / 22 = 141 plf OK CRCen: SHEATH TRUSS L = 2156 / 230 = 10' See detail A C /B: SHEATH TRUSS L = 1764 / 2 / 230 = 4' (2) places, See detail A BLCen: same as CRCen 3RD FLOOR DIAPHRAGM Note: Sheathing is continuous at all exterior wails RMid: sheathing is continuous Mid: v = 167 plf < 221 plf OK see detail 8/S3.2 D /B: v = 122 plf ADD A35 a 48" o.c. Bright: v = 8 x 198 / 28 = 57 plf < 73 plf OK 2ND FLOOR DIAPHRAGM RMid: sheathing is continuous Mid: v = 319 plf ADD A35 a 16" o.c. C /B: v = 166 plf ADD A35 a 48" o.c. BRight: v = 271 plf ADD A35 6 24 " o.c. gw gwb t1 . , . LA TERAL ANALYSIS FOR PYRAMID POINTE BLDG I (L ANCHOR BOLTS • Otherwise JSE 518 "0 Anchor Bolts I) 5' - 0" Unless Noted i (U.N. ".. v (II) • .5 [ (1820 + 1980) 2 ] x 1.33 x .82 II 1038# / 5 -107•plf ear: v = 343 plf 5/8" al 32" o.c. • kiid:ii 29 = 189 plf OK k010: `v = 319 plf 5/8" (§ 32" o.c. Front: v = 375 plf 5/8" 32" in. BLOen:v = 287 plf 5/8" ft 32" o.c." . ;. ,` , 1, • „ ;.. ' 1 • t OVERTURNING - HOLD DOWNS FOR PYRAMID POINTE BLDG I (L) END CONDITIONS* WALL L V H Mot wdl Mr Mnet T L / FR R / BK THIRD FLOOR WALLS (C,B) SIDE /SIDE Rear 8 162 8 10368 170 3645 6723 640 5 5 RMid 10 347 8 27760 330 11055 16705 1671 5A 5A Front 7 221 8 12376 110 1806 10570 1510 1 & 5 3 & 5 7 221 8 12376 110 1806 10570 1510 3 & 5 1 & 5 8.5 221 8 15028 110 2662 12366 1355 5 & PdI 5 & PdI FRONT /BACK CFL 3 98 8 2352 110 332 2020 673 1 5 3 98 8 2352 110 332 2020 673 5 1 CLeft 6.5 105 8 5460 90 1274 4186 644 PdI 2 & 4(1) 8.5 105 8 7140 90 2178 4962 584 2 & 4(1) 5 5.5 105 8 4620 90 912 3708 674 5 1 CRCen 21.5 100 8 17200 90 18237 -1037 -48 OK OK CB 12 73 8 7008 90 4342 2666 222 2 2 12 73 8 7008 90 4342 2666 222 2 2 BLCen 17 127 8 17272 90 8713 8559 503 PdI 5 BRight 36 60 8 17280 90 39074 -21794 -605 OK OK SECOND FLOOR WALLS (D,B) SIDE /SIDE Rear 8 257 8 16448 110 2358 14090 2201 5A 5A RMid 10 452 8 36160 110 3685 32475 4919 8 8 Mid 12.5 167 8 16700 120 6281 10419 834 1 5 6.5 167 8 8684 901 1274 7410 1140 2 & 4(2) 5 Front 3 331 8 7944 140 422 7522 2507 5B 5A 6 331 8 15888 140 2888 13000 21671 5A 5A 3 331 8 7944 140 422 7522 2507 5A 5B 8.5 331 8 22508 120 4604 17904 2106 5A 5A FRONT /BACK DFL 3 162 8 3888 140 422 3466 1828 5A 5A 3 162 8 3888 140 422 3466 1828 5A 5A DLeft 8.5 255 8 17340 90 2178 15162 1784 5A 5A 5.5 255 8 11220 90 912 10308 1874 5A 5A DRCen 21.5 166 8 28552 110 21334 7218 336 1 2 D/B 12 122 8 11712 150 7236 4476 373 2 2 12 122 8 11712 150 7236 4476 373 2 2 BLCen 17 210 8 28560 130 12586 15974 940 5 5 BRight 10 198 8 15840 90 3015 12825 1283 5 5 8 198 8 12672 90 1930 10742 13431 5 5 it OVERTURNING - HOLD DOWNS FOR PYRAMID POINTE BLDG I (L) END CONDITIONS* WALL L V H Mot wdl Mr Mnet T L / FR . R / BK THIRD FLOOR WALLS (C,B) SIDE /SIDE Rear 8 162 8 10368 170 3645 6723 640 5 5 RMid 10 347 8 27760 330 11055 16705 1671 5A 5A Front 7 221 8 12376 110 1806 10570 1510 1 & 5 3 & 5 7 221 81 12376 110 1806 10570 1510 3 & 5 1 & 5 8.5 221 8 15028 110 2662 12366 13551 5 & PdI 5 & Pdi FRONT /BACK CFL 3 98 8 2352 110 332 2020 673 1 5 3 98 8 2352 110 332 2020 673 5 1 CLeft 6.5 105 8 5460 90 1274 4186 644 Pdi 2 & 4(1) 8.5 105 8 7140 90 2178 4962 584 2 & 4(1) 5 5.5 105 8 4620 90 912 3708 674 5 1 CRCen 21.5 100 8 17200 90 18237 -1037 -48 OK OK CB 12 73 8 7008 90 4342 2666 222 2 2 12 73 8 7008 90 4342 2666 222 2 2 BLCen 17 127 8 17272 90 8713 8559 503 PdI 5 BRight 36 60 8 17280 90 39074 -21794 -605 OK OK SECOND FLOOR WALLS (C,B) SIDE /SIDE Rear 8 257 8 16448 110 2358 14090 2201 5A 5A RMid 10 452 8 36160 110 3685 32475 4919 8 8 Mid 12.5 167 8 16700 120 6281 10419 834 1 5 6.5 167 8 8684 90 1274 7410 1140 2 & 4(2) 5 Front 3 331 8 7944 140 422 7522 2507 5B 5A 6 331 8 15888 140 2888 13000 21671 5A 5A 3 331 8 7944 140 4221 7522 25071 5A 5B 8.5 331 8 22508 120 4604 17904 2106 5A 5A FRONT /BACK CFL 3 162 8 3888 1401 422 3466 1828 5A 5A 3 162 8 3888 140 422 3466 1828 5A 5A CLeft 6.5 174 8 90481 90 1274 77741 1196 5 5 8,5 174 8 11832 90 2178 9654 1720 5A 5A 5.5 174 8 7656 90 912 6744 1900 5A 1 & 5 CRCen 21.5 166 8 28552 110 21334 7218 336 1 2 C/B 12 122 8 11712 150 7236 4476 373 2 2 12 122 8 11712 150 7236 4476 373 2 2 BLCen 17 210 8 28560 130 12586 15974 940 5 5 BRight 10 198 8 15840 90 3015 12825 1283 5 5 8 198 8 12672 90 1930 10742 1343 5 5 OVERTURNING - HOLD DOWNS FOR PYRAMID POINTE BLDG I (L) END CONDITIONS * WALL L V H Mot wdl Mr Mnet T L / FR R / BK FIRST FLOOR WALLS (C,B) SIDE /SIDE Rear 8 343 8 21952 110 2358 19594 4450 7 7 RMid 10 549 8 43920 110 3685 40235 8943 8A 8A Mid 12.5 319 8 31900 120 6281 25619 2050 7 7 6.5 319 8 16588 90 1274 15314 2358 7 7 Front 7 375 5 13125 90 1477 11648 1664 7 7 7 375 5 13125 150 2462 10663 1523 7 7 8.5 375 5 15938 120 2904 13033 3403 7 7 FRONT /BACK CFL 3 222 5 3330 140 422 2908 2797 7 7 3 222 5 3330 140 422 2908 2797 7 7 CLeft 6.5 238 5 7735 130 1840 5895 2103 7 7 8.5 238 5 10115 90 2178 7937 2654 7 7 5.5 238 5 6545 90 912 5633 2898 7 7 CRCen 21.5 227 8 39044 110 17034 22010 552 1 6 C/B 12 166 8 15936 150 7236 8700 725 6 2 & 4(1) 12 166 8 15936 150 7236 8700 725 6 2 & 4(1) BLCen 17 287 8 39032 130 12586 26446 2496 7 7 BRight 10 271 8 21680 90 3015 18665 3150 7 7 8 271 8 17344 90 1930 15414 3270 7 7 "END CONDITIONS PdI Dead load reaction at end of wall 1 Perpendicular Exterior Wall (min) V = H * 230 # / ft 2 Perpendicular Wall (min) 4 - 16d nails = 4 * 118 = 472 # 3 Over / Under openings V = h * 230 # / ft (varies) 4 A 35 Framing Anchors = 450 # each 5 CS 16 Strap = 1353 # 5A MST 48 6 2730 # 5B MST 60 6 4092 # 6 HPAHD 22 6 1665 # 7 STHD14 6 4160 # (edge) or 5490 # (interior) 8 HD 8A w/ (2) 1 -1/2" studs 6 5300 # 8A HD 10A w/ (1) 3 1/2" Doug -Fir Stud 6 9540 # LATERAL ANALYSIS FOR PYRAMID POINTE BLDG I (R) SEISMIC: V • .1032 W Wr = 1920 SF .( (15 + 10) psf = 48,000 # Dead Loads: W2f = 2004 SF 2 (10 + 15) psf = 50,100 # Roof = 15 psf (horz. framing) & 10 psf (partition) Floor = 10 psf (horz. framing) & 15 psf (partition) g therefore: Vr • 4954 # Vr = 6600 # V2f NI 5170 # V2f = 6889 # TOTAL 10,124 # 13,489 # WIND: side /side Fr = 210 SF 2 15.35 psf = 3224 # 210 SF 2 14.28 psf = 2999 # 90 SF 2 13.22 psf = 1190# Total Roof tie: Fr - 7412 # F2f = 405 SF 2 13.22 psf = 5354 # Total Second Floor sit: F2f - 5354 # Total sit = 12,766 Fr = 245 SF 2 15.35 psf = 3761 # 245 SF 2 14.28 psf = 3499 # 102 SF 2 13.22 psf = 1348 # Total Roof f /b: Fr = 8608 # F2f = 459 SF 2 13.22 psf = 6068 # Total Second Floor fib: F2f - 6068 # Total fib • 14,676 SUMMARY: Wind controls all levels, both directions. SECOND FLOOR SHEAR WALLS (A,C) SIDE /SIDE: V =. 7412 L(eff) = 45.0 v = 165 plf Wall L(eff) V Section Length shear Type Rear 5 824 a 7 118 P1-6 RMid 18 2965 a 8 371 P1 -3 Front 22 3624. a 7 148 P1 -6 b 3.5 148 P1-6 c 7 148 P1 -6 d 7 148 P1 -6 TOTAL 45 7,412 24.5 FRONT /BACK: V = 8608 L(eff) = 50.5 v = 170 plf Wall L(eff) V Section Length shear Type ALeft 9 1534 a 36 43 G1 -7 ARCen 7,5 1278 a 17 75 P1-6 A/C 9 1534 a ' 12 64 G1 -7 b 12 64 G1 -7 24 CLCen 11 1875 a 21.5 87 P1 -6 CRight 11 1875 a 6.5 91 P1 -6 b 8.5 91 P1 -6 c 5.5 91 P1 -6 20.5 CFR 3 511 a 3 85 P1-6 b 3 85 P1 -6 TOTAL 50.5 8,608 6 gwb gwb 33 49 LATERAL ANALYSIS FOR PYRAMID POINTE BLDG I (R) FIRST FLOOR SHEAR WALLS (A,C) SIDE /SIDE: V = 5354 L(eff) = 45.0 v = 119 plf Wail L(eff) V Section Length shear Type Rear 5 1419 a 7 203 P1-6 RMid 8 3917 a 8 490 P1 -310 Mid 20 2380 a 12.5 190 P1 -6 Front 12 5052 a 7 206 P1-6 b 3.5 206 P1 -6 c 7 206 P1-6 d 7 206 P1 -6 TOTAL 45 12,767 24.5 FRONT /BACK: V = 6068 L(eff) = 50.5 v = 120 plf Wall L(eff) V Section Length shear Type ALeft 9 2615 a 8 145 P1 -6 b 10 145 P1 -6 18 ARCen 7.5 2179 a 17 128 P1 -6 A/C 9 2615 a 12 109 P1-6 b 12 109 P1 -6 24 CLCen 11 3197 a 21.5 149 P1 -6 CRight 11 3197 a 6.5 156 P1 -6 b 8.5 156 P1 -6 c 5.5 156 P1 -6 20.5 CFR 3 871 a 3 145 P1 -6 b 3 145 P1-6 TOTAL 50.5 14,675 6 HORIZONTAL DIAPHRAGM SHEARS ROOF DIAPHRAGM RMid: ADD BLOCKING PANELS, L = 2965 / 230 = 13', (7) panels, See Detail B ALeft: SHEATH TRUSS L = 1534 / 230 = 7' See detail A ARCen: SHEATH TRUSS L = 1278 / 230 = 6' A/C: SHEATH TRUSS L = 1534 / 2 / 230 = 4', (2) places CLCen: SHEATH TRUSS L = 1875 / 230 = 9' 2ND FLOOR DIAPHRAGM Note: sheathing is continuous at all exterior walls Mid: v = 190 plf < 221 plf OK ALeft: v = 10 x 145 / 28 = 52 plf < 73 plf OK A/C: v = 109 plf, ADD A35 48" o.c. ANCHOR BOLTS USE 5 / 8 " 0 Anchor Bolts 5' - 0" o.c. Unless Noted Otherwise (U.N.O.) v (11) = .51(1820 +1980)12]x1.33x.82 =1036 #15- 207plf RMid: v = 3917 / 24 = 163 plf OK OVERTURNING - HOLD DOWNS FOR PYRAMID POINTE BLDG I (R) END CONDITIONS* WALL L V H Mot wdl Mr Mnet T L / FR R / BK SECOND FLOOR WALLS (A,C) SIDE /SIDE 1 Rear 7 118 7.5 6195 114 2791 3404 250 2 2 RMid 8 371 8 23744 221 7075 16669 20841 5A 5A Front 7 148 8 8288 221 5417 2871 410 1 Pdl 3.5 148 8 4144 221 1354 2790 797 3 & Pdl 1 7 148 8 8288 74 1806 6482 926 5 5 7 148 8 8288 74 1806 6482 926 5 5 FRONT / BACK ALeft 361 43 8 12384 60 39074 -26690 -741 OK OK ARCen 17 75 8 10200 60 8713 1487 871 1 2 A/C 12 64 8 6144 60 4342 1802 150 2 2 CLCen 21.5 87 8 14964 60 13937 1027 48 1 2 CRight 6.5 91 8 4732 60 1274 3458 532 PdI 2 & 4(1) 8.5 91 8 6188 60 2178 40101 472 2 & 4(1) 5 5.5 91 8 4004 601 912 3092 562 5 5 CFR' 3 85 8 2040 741 332 1708 5691 1 5 3 85 8 2040 74 332 1708 569 5 1 FIRST FLOOR WALLS (A,C) SIDE /SIDE Rear 7 203 8 11368 74 1806 9562 1366 6 6 RMid 8 490 8 31360 74 2358 290021 5709 8 8 Mid 12.5 190 8 19000 80 6281 12719 1018 6 6 Front 7 206 5 72101 87 2134 5076 725 1 6 3.5 206 5 3605 60 369 3236 924 6 1 7 206 5 7210 94 2298 4912 16281 6 6 71 206 5 7210 60 1477 5733 1745 6 & Pdl 2 & 6 FRONT / BACK ALeft 8 145 5 5800 60 1930 3870 484 1 2 10 145 8 11600 60 3015 8585 859 6 1 ARCen 17 128 8 17408 94 13554 3854 227 1 2 A/C 12 109 8 10464 94 6754 3710 309 2 2 CLCen 21.5 149 8 25628 74 17034 8594 400 1 2 CRight 6.5 156 5 5070 87 1840 3230 4971 6 2 & 4(1) 8.5 156 5 6630 601 2178 4452 524 2 & 4(1) 6 5.5 156 5 42901 60 912 3378 614 6 1 CFR 3 145 5 21751 94 422 1753 584 1 6 1 3 145 51 2175 94 422 1753 584 6 1 *END CONDITIONS I Pdl Dead load reaction at end of wall 1 Perpendicular Exterior Wall (min) V = H * 230 # / ft 2 Perpendicular Wall (min) 4 - 16d nails = 4 * 118 = 472 # 3 Over / Under openings V = h * 230 # / ft (varies) 1 4 A 35 Framing Anchors = 450 # each I 5 CS 16 Strap = 1353 # 5A MST 48 @ 2730 # 5B MST 60 @ 4092 # 6 HPAHD 22 c 1665 # 7 STHD14 @ 4160 # (edge) or 5490 # (interior) 8 1HD 10A w/ 3 1/2" stud @ 7823 # g ROOF 'PLAN cS( Tp . WALL . c5i0 TI) WAU. 15ELOW UNIT 'CR' okbrilBTo WALL LOW. C•516 TO WALL- BELOW Ffizc 4T ( i)A 3 5 NOTE: ALL Ek TIzto2 WAu_s'TO 15E PI -6 MM.O. cslfo To WALL $ELOvu � c t G• - Ti WALL se-(.OW S UNIT 'ABA' (BARRIER FREE) . S11012 WAU LEVEL 3 rLoon rn on IzeWEREReCelaliff' UNIT 'AB R' (BARRIER FREE) SEE WALL EL 3 FELOGWIM EREREMEEELAISts"'ev8 r - 4AR WI LEVEL 2 FLOOR PLAN 5aIe 143' =I' -0' kJ- BELOW cs To WA-LL 8E1DW Bro _ow 3 IL 4zt §,0 UNIT 'ABR' (BARRIER FREE) UNIT C' (Z .) A 35 CS(4 To WALL $E.LO W N (4 FAA R WA LLS ROTE: ALL EXTE2toK WALLS TO F5 E 2 1:71-62 UM.o, Scale I /8' =P -0' EA AM ID MI& 70 WALL Love (1)A cS i V TD WALL *SLAW RECAT {4PAN1) 22 TYP (19) REOD (it VELsiSco) 514EAR WALLS BLDG I LEVEL 1 LEECEGRERLAINV- Scale =I' -0' w d- 24 o.c• Jo1sr To rommil PLILL p 17 ik -3 IS 1}PAM> az TYP (19) g i (it I'1 54E412 WALLS :L 1 fELOGRERLANt. 5czi IA3':P•0' 3 10 C ' M 0113S ' ADD A356 49 e48 "o.c. JOIST To WALL. .10 1ST TO - 41- 'Pop PLATS WA IL.. 'ToP 'PLATE 19 18 Pt-co a .0. (7 florE ALL Es rErlo>= Wl1;LLS TO BE IS REAle MONT • Poufl»ric..J 13LTX, I tEEVEELEEEH;LEetaR PLAN S cale I /8' =I' - NoTE: UsE 5446 Al IA UNIT 'AR' UNIT 'C' 3z „ 0„c . a10.1 PLAN Scale l/8' =1 -0' NOTE: U 5 4 4 6 Aluu -M ECM c.45 OwO u,N.o. front/back LATERAL ANALYSIS FOR PYRAMID POINTE BLDG II (R) SEISMIC: V • .1032 W Wr = 2215 SF 6 (15 + 10) psf = 55,375 # Dead Loads: W3f = 2311 SF 6 (10 + 15) psf = 57,775 # Roof = 15 psf (horz. framing) & 10 psf (partition) Floor = 10 psf (horz. framing) & 15 psf (partition) gwb therefore: Vr = 5715 # Vr = 7614 # V3f = 5962 # V3f = 7944 # TOTAL 11,677 # 15,558 # WND side /side Fr = 210 SF 6 15.35 psf = 3224 # 210SF 14.28 psf= 2999# 90 SF 6 13.22 psf = 1190# Total Roof ale: Fr = 7412 # F3f = 405 SF a 13.22 psf = 5354 # Total Second Floor sic F3f = 5354 # Total s/s Fr = 270 SF 6 15.35 psf = 4145 # 280 SF 14.28 psf = 3998 # 112 SF613.22 psf = 1481 # Total Roof fib: Fr = 9624 # F3f= 504 SF 13.22 psf = 6663 Total Second Floor fib: F3f is 6663 # Total fib - 16,286 SUMMARY: Wind controls both levels, both directions. THIRD FLOOR SHEAR WALLS (B,C) SIDE /SIDE: V = 7412 L(eff) = 45.0 v = V Wall L(eff) Rear RMid Front 5 824 18 2965 22 3624 Section a a a b c Length 8 10 8.5 7 7 22.5 165 pif shear Type 103 P1 -6 296 P1 -4 161 P1 -6 161 P1 -6 161 P1 -6 gwb TOTAL 45 7,412 FRONT /BACK: V = 9624 L(eff) = 56.0 v = 172 plf Wall L(eff) V Section Length shear Type gwb BLeft 11 1890 a 36 53 G1 -7 42 BRCen 11 1890 a 17 111 P1 -6 B/C 9 1547 a 12 64 G1 -7 51 b 12 64 G1 -7 24 CLCen 11 1890 a 21.5 88 P1 -6 CRight 11 1890 a 6.5 92 P1 -6 b 8.5 92 P1 -6 c 5.5 92 P1 -6 20.5 CFR 3 516 a 3 86 P1 -6 b 3 86 P1-6 TOTAL 56 9,624 6 LATERAL ANALYSIS FOR PYRAMID POINTE BLDG II (R) SECOND FLOOR SHEAR WALLS (B,C) SIDE /SIDE: V = 5354 L(eff) = 45.0 v = 119 plf Wall L(eff) V Section Length shear Type gwb Rear 5 1419 a 8 177 P1 -6 RMid 8 3917 a 10 392 P1 -3 Mid 20 2380 a 12.5 190 P1 -6 Front 12 5052 a 8.5 225 P1-6 b 7 225 P1 -6 c 7 225 P1 -6 TOTAL 45 12,767 22.5 FRONT /BACK: V = 6663 L(eff) = 56.0 v = 119 plf Wall L(eff) V Section Length shear Type BLeft 11 3199 a 10 178 P1 -6 b 8 178 P1 -6 18 BRCen 11 3199 a 17 188 P1 -6 B/C 9 2618 a 12 109 P1-6 b 12 109 P1 -6 24 CLCen 11 3199 a 21.5 149 P1 -6 CRight 11 3199 a 6.5 156 P1 -6 b 8.5 156 P1-6 c 5.5 156 P1-6 20.5 3 873 a 3 145 P1 -6 CFR TOTAL 56 16,286 HORIZONTAL DIAPHRAGM SHEARS b 3 145 P1-6 6 ROOF DIAPHRAGM RMid: v = ADD BLOCKING PANELS, L = 2965 / 230 = 13', (7) panels, See detail B BLeft: SHEATH TRUSS L = 1890 / 230 = 8' See detail A BRCen: SHEATH TRUSS L = 1890 / 230 = 8' B /C: SHEATH TRUSS L = 1547 / 2 / 230 = 4' (2) places CLCen: same as BRCen 3RD FLOOR DIAPHRAGM Note: sheathing is continuous at all exterior walls. Mid: v = 190 < 221 plf OK BLeft: v = 10 x 178 / 30 = 60 plf OK B /C: v = 109 plf, ADD A35 48" o.c. ANCHOR BOLTS USE 5 / 8 " 0 Anchor Bolts 5' - 0" o.c. Unless Noted Otherwise (U.N.O.) v(II) =.5[(1820+ 1980) / 2]x1.33x.82- 1036 # /5- 207plf RMid: v = 3917 / 29 = 135 plf OK Front: v = 225 plf 5/8" c 48" o.c. gwb OVERTURNING - HOLD DOWNS FOR PYRAMID POINTE BLDG II (R) END CONDITIONS* WALL L V H Mot wdl Mr Mnetj T L / FR R / BK THIRD FLOOR WALLS (B,C) SIDE /SIDE Rear 8 103 7,5 6180 114 3645 2535 317 2 2 RMid 10 296 8 23680 201 10050 13630 1363 5 & PdI 5 & Pdl Front 8.5 161 8 10948 201 7261 3687 198 PdI Pdl 7 161 8 9016 74 1806 7210 1030 5 5 7 161 8 9016 74 1806 7210 1030 5 5 FRONT / BACK BLeft 36 53 8 152641 60 39074 - 238101 -661 OK OK BRCen 17 111 8 15096 60 8713 6383 375 PdI 2 B/C 12 64 8 6144 60 4342 1802 150 2 2 CLCen 21.5 88 8 15136 60 13937 1199 56 1 2 CRight 6.5 92 8 4784 60 1274 3510 540 PdI 2 & 4(1) 8.5 92 8 6256 60 2178 4078 480 2 & 4(1) 5 5.5 92 8 4048 60 912 3136 570 5 5 CFR 3 86 8 2064 74 332 1732 577 1 5 3 86 8 2064 74 332 1732 577 5 1 SECOND FLOOR WALLS (B,C) SIDE /SIDE Rear 8 177 8 11328 74 2358 8970 11211 6 6 RMid 10 392i 8 31360 74 3685 27675 2768 7 7 Mid 12.5 190 8 19000 80! 6281 127191 1018 6 6 Front 8.5 225 6 11475 80 2904 8571 772 6 6 7 225 6 9450 94 2298 7152 1022 6 6 7 225 6 9450 60 14771 7973 1139 6 6 FRONT / BACK BLeft 10 178 8 14240 60 30151 11225 1123 6 6 8 178 81 11392 60 1930 9462 1183 6 6 BRCen 17 188 8 25568' 101 14522 11046 650 6 6 B/C 12 109 8 10464 101 7236 3228 269 2 2 CLCen '21.5 149 8 25628 74 17034 8594 400 1 2 CRight 6.5, 156 6 6084 87 1840 4244 653 6 2 & 4(1) 8.5 156 6 7956 60 2178 57781 680 2 & 4(1) 6 5.5 156 6 5148 601 912 4236 770 6 6 CFR 3 145 61 2610 94 422 2188 729 1 6 3 145 6 261011 94 422 2188 729 6 1 *END CONDITIONS Pdl Dead load reaction at end of wall 1 Perpendicular Exterior Wall (min) V = H * 230 # / ft 2 Perpendicular Wall (min) 4 - 16d nails = 4 * 118 = 472 # 3 Over / Under openings V = h * 230 # / ft (varies) 4 A 35 Framing Anchors = 450 # each 5 CS 16 Strap = 1353 # 1 5A MST 48 6 2730 # 5B MST 60 6 4092 # I 6 HPAHD 22 g 1665 # 7 STHD14 6 4160 # (edge) or 5490 # (interior) LIDG It 04 1ZOOF 'PLAN ;.4 N. n c.stlo TO WALL eELOw CStlo TO WA-LL 1 W RENE 12M ID G310 TD WALL EWAN A3s L 2ONT 1.1,6) (R) Aloes: ALL LXTEztow WALLS 7v 116 PI -G .14 4. VEIL 3 F ..- .N 7 etwo yam W�LL 1 • UNIT 'C' 4 PA l417 22 rok (22) emit) Tµls RAJ eLlps 4E12) LEVEL 2 Flaole. vI1+I4 U it 761.4 15 14 P M lD (t)A3 L� MID 1 5 ' Set* 3L6Z) lilt Aix Hog wers e U FOUNDATION PLAW JOB NO. • othii. b*, • • j • C JAMIESON CONS&AING • • Consulting Engineering & Project Management 901 KIRKLAND AVE STE B-1 • KIRKLAND WA 98033 (206) 803-2581 • FAX (206) 803-3289 NAME BY DATE 'DE L A VrETA I L 13 /Od4o.C SHEET NO. L .19 1 /z" 055 vVed 60.C. Zx 4 Primov& Alt kootiNp ?CoF Tra55 lodatoi *I/e4g W4IL'TCP PMTE KTH 'ARCHIT • .2 13400 lgoidluP Way East, Suite 23 'Bellevue, WA 98005 Tel: (425) 401-6828 Fax:' (425) 401-0630 John Hayes Larson Project Manager Kelcie J. Peterson Permit Coordinator Building Division • Department of Community Development City of Tukwila Suite 100 6300 Southcenter Boulevard Tukwila, WA 98188 Correction letter #1 Development Permit application Number D97-0068 Pyramid Pointe Apts.- Building A 15304 57 Av S Dear Kelcie J. Peterson: We have just forwarded to Crystal Kolke at Robert Fossatti Associates the structural comments, calculations and revised drawings for their review. If you have any questions, please call. Sincerely, KTH ARCHITECT C0697_28.doc RECEIVED JUN 12 1997 COMMUNITY DEVELOPMENT „„. KT H ARCHITEe FS 13400 Nortliup Way East, Suite 23 Bellevue, WA 98005 Tel: (425) 401-6828 Fix: (425) 401-0630 June 6, 1997 7 • Kelcie J. Peterson " ..." Permit Coordinator Building Division Department of Community Development City of Tukwila Suite 100 6300 Soutlicenter Boulevard Tukwila, WA 98188 • • Dear Kelcie J. Peterson: Enclosed please find the consolidated response to the various departments correction requests for the above named project as outlined in your March 31, 1997 letter to Charlie Laboda of Daily Homes, Inc. Re: Correction letter #1 Development Permit application Number D97-0068 Pyramid Pointe Apts.- Building A ' 1530457 Av S 4 complete sets of revised drawings. Building Division's (Ken Nelsen's, Plan Examiner, 3/26/97 letter) non structural comments by KTH Architects. Robert Fossatti Associates' (Crystal Kolke" 4/2/97 letter to Duane Griffin, City of Tukwila) structural comments by Jamieson Consulting with caculations. Public Works Department's (Joanna Spencer's 3,27,97 letter) comments by Coughlin Porter Lundeen with letter from Geotech Consultants, Inc (Marc McGinnis's 6/6/97 letter)regarding the stability of the bioswale and with redlined set of original submittal's . civil drawings. • Sincerely,, • KTH ARCHITECT . 4 44r k John I layes Larson Project Manager attachments 4 complete sets of revised drawings Revision submittal sheet KTH Architecture's response letter Jamieson Consulting's response letter w/ structural mutations Coughlin Porter Lundeen's response letter .w/ Geotech's 6/6/97 letter w/ redlined set of original submittal's civil drawings C0497_32.d0e C K T H ARCHITECTS 13400 Northup Way East, Suite 23 Bellevue, WA 98005 Tel: (425) 401 -6828 Fax: (425) 401 -0630 June 6 24, 1997 Ken Nelson Plans Examiner Building Division Department of Community Development City of Tukwila Suite 100 6300 Southcenter Boulevard Tukwila, WA 98188 Re: Project Name: Application No.: Dear Ken Nelsen: Pyramid Pointe Apts., building "A" & "B" permit application D97 -0068 & D97 -0069 Below, are our responses to the Building Division's non- stnictural comments for the above named project. I) Building "A" and "B" by U.B.C. definition are considered three story buildings and therefor must be provided with an additional exit for the third floor level as required by U.B.C. Section 1003.1. This Exit must comply with U.B.C. Section 1006 and if applicable Section 1009. (Note, check with the Planning Division regarding exterior changes to building design). We have adjusted the floor levels and finish grading surrounding the buildings so as to have both of the buildings I stony n/ basement on V of the building and 2 story w/ basement on the other half See civil plans for grading, building section : I /A6.1 & building section A /A6.3 for grading notes, Project Data /.10.1, and attached calculations. The second story portions only need 1 exit per 1003.1 Exception 1 [ the units have an occupancy load of 4 (992 .sqf / 300 sq ft per occupant) and 3 (850 sqf / 300 sq ft per occupa and per 1003.1 Exception 2 [2 dwelling units total occupancy load on to / stair (4 +3 =7 < 10)j. 2) The "Project Data" notes on sheet A0.1, designates the building construction type as V -N. U.B.C. Section 310.2.2 requires R -1 occupancies more than two stories or greater than 3,000 square feet over the first floor to be one -hour fire- resistive construction throughout. Provide appropriate revisions and notes referencing general one -hour construction requirements. C0497_18.doc Type I' N is the correct construction type. 1 -hr fire resistance throughout (Type 1 -Hr) is not necessary per Section 310.2.2 [the buildings are less than or equal to 2 stories inn height and the above the Is` floor square footage is less than 3,000 sq fl ( /3ldg. I = 2,132 sq ft and Bldg // = 2,131 sq ft)] as long as the walls & floor separating the units and other units and the stairway are of 1 -hr construction. Section 601.5.2.2112 allows combustible framing with non - combustible materials to be used. See building sections for floor /ceiling and wall construction cal/ -outs. 3) Provide additional specific specifications and plan details requirements for U.B.0 Sections 709 (wall membrane penetrations), 710 (floor - ceiling or roof - ceiling penetrations), and 711 (shaft enclosure) of plumbing pipes, wiring, and ducts. These details are generated by the Bidder- Design Contractor who shall provide the details as • necessary for the building department's approval. Note # 13 has been revised to General Notes / AO. 1. 4) Regarding one -hour construction, provide a listed 1 -HR rated wall assembly compatible with the proposed Vinyl siding materials. The exterior walls of Type V -N construction need not be 1 -Hr construction. 5) For the use of Vinyl siding at exit stairs, provide documentation of the vinyl materials flame spread class complying with U.B.C. Section 804 and table 8 -B. The siding in the stairways shall be Hardiplank noncombustible fiber cement siding. Call outs provided on stairway plan A2.1, building front elevations A5.1 & A5.2, building section B /A6.2, and building section B %AGM. 6) Under "General Notes" on sheet A0.1, revise number 15 to read' "City of Tukwila ". Revised. 7) Provide reference and/or plan revisions for three - fourths -hour fire - protection rating of openings below and within 10 feet on the three story exit stainvays per U.B.C. Section 1006.11. Example, on sheet A3.1 note 1) lists, "typical entry doors as 20 minute rated ", the 20 minute rating may only apply to two story stainvays. Note # 1 /A3.1 has been revised to call out 45 niin rating. Note #E General Door Notes /A0.1 has been added. 8) Related to item 7 above, provide the door schedule noted on sheet A0.1 door note "C ", include exterior doors. Also key specific doors on unit floor plans and include STC sound rating per U.B.C. Appendix Section 1208.8. Interior schedules with door & hardware selections are an Contractor provided item. Note #E General Door Notes /A0.1 has been added calling out a STC rating of 26 or greater for the unit entry doors. 9) Provide details and specifications for stair landings conforming with U.B.C. Section 1006 general. Include handrail details per U.B.C. 1006.9. Plan il1 /A 2.1 has been revised to include stair, railing, and guardrail call -outs. 00497 IS.doc 2 4' • • ••• ' • • 4.- 2 • • 10) Provide an additional note reference and plan details for wall, ceiling, and floor sound rating class 50 • (SCT) requirements per U.B.C. Appendix Section 1208. Also include the specific requirements for penetrations and opening in construction for plumbing, electrical, heating, etc. per Section 1208.8. . • • . . See attached test report for the floor/ceiling rating. See UL-U305 test report for party wall . rating., Note # 18 General Notes / A0.1 has been added to have contractor provide details for building department's review and approval. 11) The first paragraph on Sheet A0.1 under Energy Compliance states, "The buildings meets WSEC Chapter - 4, .(see attached Wattsun program).* The Wattsun program has not been submitted, regardless Wattsun programs do not comply with Chapter 4 rather they are related to Chapter 5, please clarify. . Firs' 1 paragraph of Energy Compliance /A0.1 has been revised accordingly. 12) .Additional to Item 11 above, a prescriptive Energy Code form was submitted identify that use of Chapter 6 option II. • This is acceptable however, U-value .43 windows are required for this option while the plans • and separate window schedule calls out Milgard series 5000 with a U-value of only U 0.49. Clarify and correct these window requirements. Note #A of General Window Notes /A0.1 and the second paragraph ofEnergy Compliance / A0.1 has been revised calling out Milgard clear/air LoE glazing windows and max. U-Value of 0.43 for all glazing. Note #D of General Door Notes / A0.1 has been added for door glazing. 13) •Provide additional general notes regarding plumbing fixtures Water Conservation standards complying • with WAC Chapter 51-26. Sincerely, K T H ARCHITECT John Hayes Larson Project Manager Note # 17 of General Notes / A0.1 has been added. attachments Building perimeter calculatiOns. Floor system STC test report. 4 complete sets of revised architectural drawings for each building. C0497_18.doc 3 • r EX C13 cti y RIM: 1 /1.36 , 1-4 11 (:)4"Ref) te t 4 "NI • r • , • - , • c 3,06 (81iLp • ;.;, ; El 1 " 1 •CP . T4 ; • \ • q ' ,so' --. tri I 1, • 172.1 1 7 1 7 " 171.7 7, 170.2 ` " • • •4 171.5 13 "---....:: tk---. - , .-... . 1 ..: \ ' ' ' ' - . . . „ , . . . n . . . \ ''' 6” PVC SD . ' • . , ■ ' - .0 0.5% (1.11N) .....,,, - - ......,,, .•••••••••..... 1. P yv• 41: .? Poi-17e_ q 171.5 elevq-tvon e...eolc4,ltraok6 • "0 168.7 168.3 -q) 155.5 • • 1 I 156.8 ;F, 1.. 157.1 156. MIPX 64,0-oL. 6' 134pt7 -164.t%-4?, Hi 04,4-0,2. 5 0 eLp6 gii 34 LF 12' PVC 0 1.4% 15•.08 1s • • • - "Tx, *; • • D 17 7'1' 1 i 1119 A J •.: • ,• , a. • ,2 5104-1. cv/ -17. id ?ad di sr 149.3! _ • .......... , . ... _......rii-._ ....._._ 4 sr.-_ .$/o./E--:.. ...L) ....... , ,.. . , . . . . . . . . 5 /2 . JO 1 0 t, f it le t 0 '7 I f it • , , • , • • • , • ■ • • • • • • ■ • , • • • • T.5 1- ft 7 " ..... • '• • tito 1 - 1 12 .5 . • - _ ... • . • ' . . . .. .. . . •• .. .. . , , .. . , , . , ,. , , , , . , , ,, ,',.•; . . . , :;,;: ., . , . : • ' . , . . . . . . . . , , , . . .. . . • . — . . . . . , . . . . . . . . . . . . . . . . . . . , .. . . , . :,... . . . . , . . . .. . . . , . _ _ .:3: _._1 ice_ ._ _ _ __ _ L ___._?? _____ hNz lv l Y v !z g 5Tot 14 65i41 -t� y.s/c..- Mir 6'9 ft- e Wei 153 M/rr: Cl4 4- 4 tof /fret S' or Gti* .. 6). 7 (3 /1 'S6 157 SS MH• 155.0 • LF 5 Ry/cl P0,1.;7‹._ % d q`1103 • • 159.0 EY P 1 ... R . J 1 151 LF 12 PVC' .© 1.3e r- • 1, 54 t ( )I,, ko2 � e MH k" 1 LF 12" 5 s9, 0 9., 5473- ■• • \ F / c ���irrh FOR: Trus Joist Corporation Sound Transmission Loss Test TL 81 -106 Page 1 of 3 ON: A 0.24 m (9 -1/2 in.) TJ1® Floor /Ceiling Assembly Plus A Layer of 19.5 mm (3/4 in.) Thick Gyp - Crete CONDUCTED: 9 July 1981 TEST METHOD: Unless otherwise designated, the measurements reported below were made with all facilities and procedures' in explicit con- formity with the American Society for Testing and Materials Designa- tions E 90 -75 and E413 -73, as well as other pertinent standards. DESCRIPTION OF THE SPECIMEN: The test specimen was a floor /ceiling,, assembly designated by the manufacturer as a 0.24 m (9 -1/2 in,) TJ systegc combined with a surface layer of 19,5 mm (3/4 in.) Gyp - Crete The entire specimen was constructed directly in the labora- tory 6.1 m (20 ft) by 4.26 m (14 ft) test opening and sealed on the periphery (both sides) with a dense mastic. The specimens construc- tion was as follows: the 0.24 m (9 -1/2 in.) deep, TJr &/25 joists were '° cut to 4.26 m (14 ft) lengths and placed upon wood pl�es. t 0.61 m (24 in.) centers. Between the joists at each end, TJ /25 sections -were sized and placed on the plates as end bridging (cros"s- bracing) Both the TJ1/25 joists and the bridge sections were nailed to the plates with 16d common nails. The sub -floor consisted of 18.25 mm 23 32 in.) ton:ue and :roove • ood. This plywood was nailed to the joists wit 8d common nails spaced on 0.3 m (12 in.) centers. The plywood was also glued at the seams and to the joists, The ceiling portion consisted of RC -1 channels that spannggd the entire 6 1 m (20 ft) length and were spaced across the TJI joists on 0.'41 m (16 in,) centers. ' These channels were fastened directly ,to each joist with 31.8 mm (1 -1/4 in.) long type S drywall screws. . Double channels were used at the gypsum board butt joint locations. The first layer of 12.7 mm (1/2 in.) thick USG Firecode C gypsum board was fastened to the channels with 25.4 mm (1 in.) long type S drywall screws. These screws were placed on 0.2 m (8 in.) centers at the butt joints and on 0,3 m (12 in.) centers at all intermediate locations. A second laver of the previously described gypsum board was then applied, but off set -- by nominally 0.41 m (16 in.) with the first layer, This second layer was fastened with 41.3 mm (1 -5/8 in.) long type S drywall screws which also were spaced on 0.2 m (8 in.) *centers at the butt joints and 0,3 m (12 in.) centers at all intermediate locations, All seams of the second gypsum board layer were taped and sealed with drywall joint compound and the screw heads finished in the required manner. The • floor surface portion of this assembly consisted of a single layer of 58 Pyiee4 ' /o : erre_ tv3 DESCRIPTION OF THE SPECIMEN (con't) 10 pcf, nominally 19.5 mm (3/4 in.) thick, Gyp - Crete This was adhered to the plywood with a bonding agent, There was a 6.35 mm (1/4 in.) thick by.19.5.mm (3/4 in.) wide strip of closed cell foam placed around the entire periphery of the .Gyp= Crete layer which provided floor /wall isolation. The test specimens weight distribu- tion was'as follows: the plywood weighed 258 kgs (568.4 lbs), the gypboard 460 kgs (1015 lbs), plates 38.1 kgs (84 lbs), 229 kgs (506 lbs), RGi channels 22.7 kgs (50 lbs), screws and nails 1.8 kgs (4 1b0 and the Gyp - Crete 843 kgs (1858 lbs). The entire test specimen weighed nominally 1852 kgs (4085 lbs), an average of 71.8 kgs /m (14.6 lbsLft The transmission area, S, used in the calculations was 26 m (280 ft The floor surface was allowed to cure for a minimum of 28 days before the measurements were re- corded RESULTS OF MEASUREMENTS: Sound transmission loss values are tabulated at the eighteen standard frequencies. An explanation i-f the sound transmission class rating, a graphic presentation of the data, and additional information appear on the following page. 0 0 0 'o o C o c FREQUENCY ° `^ 0 o O u, 0 0 0 0 0 u, 0 0 0 LEI o c: O N .D O ul O O c'1 O O N .o O in r- r-4 O C Hertz (cps) r-+ ,--1 ,--1 N N rn .7 u, ■o co r-1 r-1 r-4 N N cf w TRANSMISSION � .• u1 N r cn ,o CO CO I' CO N N. • N. a, - u^ LOSS , dB - - - u, tr, Ln u, in u, to u, .o ■a .a .o N. r Trus Joist Corporation 9 July 1981 DEFICIENCIES SOUND TRANSMISSION CLASS 58 Re's ectfully su.0 itted, en H. Shi .. , P.E. eg. Prof. E gr. Ill. #i62 -23539 Los Angeles Reg. #24206 r� t cn -' N ,4 N - -. TL 81 -106 Page 2 of 3 50 40 30 20 0 l s 100 2 T Ii I I 1000 2 . FREQUENCY, HERTZ (CYCLES PER SECOND) 3 10 000 PAGE 3 OF 3 , TL 81-1 06 :THIS PAGE ALONE IS NOT A COMPLETE REPORT THE SOUND TRANSMISSION LOSS OF THE TESTED SPECIMEN IS SHOWN BY THE CURVED LINE IN THE ABOVE GRAPH. THE BROKEN LINE IS THE LIMITING SOUND TRANSMISSION CLASS CONTOUR. THE GRAPH WAS i'REPARED ON CODEX PAPER NO, 31, 462. THE THEORETICAL TRANSMISSION'LOSS OF THAT LIMP MASS HAVING THE SAME , WEIGHT PER SQUARE FOOT AS THE SPECIMEN CAN BE LOCATED BY DRAWING A STRAIGHT LINE BETWEEN THE TWO SLASH MARKS ON THE EDGES OF THE GRID. THIS WAS DERIVED FROM THE EQUATION: TL = 20 LOG W + 20 LOG F - 33, WHERE W IS WEIGHT IN POUNDS PER SQUARE FOOT, AND F IS FREQUENCY IN HERTZ (CYCLES PER SECOND), SOUND TRANSMISSION LOSS, dB /• J ' � 3- .:0. •100- 123 -16 0 3 -r00•- 300- 63 •E5O 100 - Ito -?00 -210 -3 50 40 30 20 0 l s 100 2 T Ii I I 1000 2 . FREQUENCY, HERTZ (CYCLES PER SECOND) 3 10 000 PAGE 3 OF 3 , TL 81-1 06 :THIS PAGE ALONE IS NOT A COMPLETE REPORT THE SOUND TRANSMISSION LOSS OF THE TESTED SPECIMEN IS SHOWN BY THE CURVED LINE IN THE ABOVE GRAPH. THE BROKEN LINE IS THE LIMITING SOUND TRANSMISSION CLASS CONTOUR. THE GRAPH WAS i'REPARED ON CODEX PAPER NO, 31, 462. THE THEORETICAL TRANSMISSION'LOSS OF THAT LIMP MASS HAVING THE SAME , WEIGHT PER SQUARE FOOT AS THE SPECIMEN CAN BE LOCATED BY DRAWING A STRAIGHT LINE BETWEEN THE TWO SLASH MARKS ON THE EDGES OF THE GRID. THIS WAS DERIVED FROM THE EQUATION: TL = 20 LOG W + 20 LOG F - 33, WHERE W IS WEIGHT IN POUNDS PER SQUARE FOOT, AND F IS FREQUENCY IN HERTZ (CYCLES PER SECOND), SOUND TRANSMISSION LOSS, dB 08-28-1997 01:55PM FIRM ;eotech Consultants Inc TO i 3286909 P.01 GEOTECH CONSULTANTS, INC. Bl Memo J : 95062 ) Ta John Larson Company KTH Architects Address: cm co Stability of BbSuvale Slopes Pyramid Pointe Apts. Tukwila, Washington Fiona Marc R, McGinnis Date: June 8, 1997 FAX: (425) 401 -0630 Y Phone (425)401 -6828 -1.Aar ie rawrr 13256 NE 20 Street, Suit Bellevue, WA 98005 (206) 747 -5618 FAX 74'. L ', We have been provided with the plans developed by Couglin, Porter, Lundeen for the proposed biofiltration swale to be constructed for the project These plans indicate that the swale will be located no closer than 15 feet to the crest of the steep slope on the eastern portion of the property. The detail for the swale indicates that an impervious geofabric (Mira} MCF 1212) will be installed 12 inches below the bio-swale. It appears that up to approximately 3 feet of fill will be necessary at the southwestern, downslope, end of the bio-swale. Our test pits indicate that there could be some loose fill in the vicinity of the proposed fill berm. It is our professional opinion that there is a low potential for the proposed bio -swale adversely affecting the stability of the steep south slope. The liner will prevent the swale from introducing water into the underlying soil. The small amount of fill necessary to create the downslope berm will not surcharge the slope, which is relatively far away. We have the following recommendations to improve the berm's performance: • Remove loose or unsuitable existing fill before starting fill placement for the bio.swale. • Use silty, fne- grained sand, such as the on -site soil, to create the fill berms. This reduces the potential for water seeping laterally through the berm. • Compact the NI to 95 percent of the maximum Modified Proctor (ASTM I} 1557). This will require additional effort, and the fill cannot be overly -moist to achieve this level of compaction. Very silty soils may require that a sheepsfoot (kneading) roller be used. Fill lifts should be no more than 12 inches in thickness. • Pour waste concrete to form a collar around the outflow pipe upstream of 801. This reduces the potential for water to seep along the pipe's trenchline. TOTAL P.01 REVISION SUBMITTAL DATE: yia PLAN CHECK/PERMIT NUMBER: D9 00(0 U PROJECT NAME: - RI dam I f O t PO 1 � — hp-s- ` g . A PROJECT ADDRESS: I S � � LI 5 3 CONTACT PERSON: d%04. ga €.5 1- 4e5.01 PHONE: (206) 6/ /- -7 v • REVISION SUMMARY: K t ✓%5: ›K 5 d..4 t drIlr Bldg. �b ''h I1-(ti Cl ° C CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 Planning -CO 13Lo rloH-- S1 Fire 26 • KC /54,M , d414 2 bed r ' fd ,' O, Public. Works RECEIVED CITY OF TUKWILA JUN 1 01997 PERMIT CENTER cOksi t•,25 (ce kvfc G li4.4 foS5or71 'i' /2 / It -t-teri izAv ippi s 441 Zo • Po .. wa/ k d1.' (Jp@i a ,1 5e ee; 3/12/') . oK,�«,., ?, k-C I (.,' e, P-elr 50 4 I" €iM � Lo o ✓1: wk�J✓ 3/i, 7 SHEET NUMBER(S) kfrc 4 rree1 l j ,ill r; ✓ % 4 // 5?24 c l 441 Lti «,/4 , "Cloud" or highlight all areas of revisions and date revisions. vwa .e� 54 r v e-f SUBMITTED TO: CITY USE ONLY 3/19/96 R 0 FOSS/VFTI A S S O C I A T E S CONSI113ING ENGINEERS April 2, 1997 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Regarding: 97 -T -03 (Pyramid Pointe Apartments - Budding A) RFA #97102 -03 Dear Mr. Griffin: We have reviewed information for the proposed project with the structural provisions of the 1994 Edition of the Uniform Building Code as adopted and amended by the City of Tukwila. The following comments should be addressed by the permit applicant: General R T A I'ROFESSIONAI. 2030 FIRST AVENUE SERVICES SMITE 203 CORPORATION SE \Tfl.l;. W.- \SIIINGTON 90121 TELEPHONE: (2110) 256.11103 FAX: (2(16) 256 -0197 FILE COPY 01ECEIVED APR 0 31997, COMMUNITY DEVELOPMENT ,1 1, The Structural Notes should indicate that welding will be performed by WABO certified welders. 2. The premanufactured trusses would be considered a deferred submittal, as defined in UBC Section 106.3.4.2. A note should be provided stating that the architect or Engineer of Record will review the deferred submittal and forward it to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. 3. A note should be provided in the Structural Notes instructing the truss manufacturer to consider the effects of eccentric loading in the design of heel joints for trusses spanning more than 35 feet. Refer to UBC Section 2343.3. Additionally, the design loads in the Structural Notes should be clarified to indicate the live, dead, and uplift forces to be used for design. 4. The Structural Notes should call out the intended species and grade of sawn lumber beams and headers to coordinate with the calculations. 5. We do not find Section 11 /S3.1 cut in plan. Refer to page W -3 of the calculations. If this retaining wall cannot deflect at the top per the parameters outlined on page 9 of the geotechnical report, a uniform lateral pressure of 100 psf should be added to the active equivalent fluid pressure. Calculations should re- evaluate this condition. } ■ Lateral April 2, 1997 Pyramid Pointe Apartments - Building A Page Two Vertical 6. Page F -3 of the calculations requires a 4 x 10 at Header AH -1. Sheet S1.3 calls for 4 x 8 members and should be coordinated with the calculations. 7. Exterior wall studs should be evaluated considering combined stresses from vertical and lateral loading conditions. Refer to UBC Section 2308 and page F -14 of the calculations. Also, the Engineer of Record should clarify where wall stud sizes are called out on the drawings. 8. At Unit C, the (2) TJI's at the Front Bedroom bear on the corner of the closet. The Foundation Plan does not show foundation support at this location and should be revised accordingly. Refer to Sheet S1.1. At Units B and C, the foundation supports at Beams B -2 and C -2 require adequate footing sizes. Refer to page F -14 of the calculations. We are concerned with the reaction on the end of the continuous wall footing. Additional calculations should be provided that verify structural adequacy. Refer to Sheet S1.1. 10. Roof trusses should be supported laterally at points of bearing by solid blocking to prevent rotation and lateral displacement per UBC Section 2326.12.8. Refer to Section 4/S3.2. 11. Since both plywood and GWB shear walls are being used to resist shear forces, an kw-6 should be utilized for the entire lateral design for the accommodation of seismic forces. While this requirement does not appear that it will significantly effect the design since wind forces are critical, we have listed this comment for your information. The Engineer of Record should respond to this issue by verifying that this Code requirement has been considered. The Design Criteria in the calculations should be revised accordingly. Refer to UBC Section 1628.3.4 and Table 16 -N. 12. The tributary area applied to shear walls should be re- evaluated by the Engineer of Record. Two specific examples follow, however, all similar conditions should be reconsidered and all effected details and connections revised, as necessary: a) Page L -1 of the calculations attributes only 16 feet of Side /Side shear force [L(eft)] to the Third Floor RMid shear walls. The tributary area that should apply would be half the distance to the Rear wall and half the distance to the Front wall, The Engineer of Record should re- evaluate this condition at all floor levels. b) Page L -2 of the calculations attributes only 11 feet of Front/Back shear force [L(ei1)] to the Third Floor CRCen shear wall. The tributary area that should apply would be half the distance to the CLeft wall and half the distance to the CB wall. The Engineer of Record should re- evaluate this condition at all floor levels. April 2, 1997 Pyramid Pointe Apartments - Building A Page Three 13. For Side /Side lateral forces, an adequate load path should be provided at the roof as follows: a) At the Rear shear wall where Section 4/S3.2 is cut, solid blocking with adequate nailing connections should be provided. b) At the RMid shear walls, a section cut should be provided at the roof to show how lateral forces are transferred into the wall below. A typical method for transferring lateral forces at the roof, where trusses run perpendicular to the wall below, is to provide diagonal bracing, with detailed connections, adequate for the applied forces. c) The two 7' Front shear walls occur at the low gabled roof. Since these walls are intended to receive tributary roof forces, considering the upper roof area, then an adequate load path should be provided from the upper roof to the shear walls at this lower roof. 14. For Front/Back lateral forces, an adequate load path should be provided at the roof as follows: a) At the CFL and CFR shear walls where Section 3/S3.2 is cut, solid blocking with adequate nailing connections should be provided. b) Where Section 2/S3.2 is cut at CLeft and CRight walls, shear wall nailing into a double top plate should be provided. c) At the shear walls each side of the stairs and at the adjacent party walls (for example, see walls CRCen, CB, and BRCen at the left side of Building I), a section cut should be provided at the roof to show how lateral forces are transferred into these walls below. Common methods of accommodating these forces are: 1) to sheath the trusses to transfer lateral loads to the top plate of the wall or 2) to provide the lateral shear values on the drawings at each location for the truss manufacturer's design information. 15. When relying on dead load to resist overturning forces, UBC Section 1619.1 requires that the overturning moment not exceed two thirds of the dead -load- resisting moment. We are concerned at locations where a considerable portion of the dead load is being assumed to resist overturning forces. A few examples follow, however, all similar conditions should be evaluated: a) Refer to the Second Floor Front Walls, page L -4 of the calculations. Here, the CS16 strap is being used along with the roof and wall dead loads. The Engineer of Record should submit calculations verifying adequacy of this and other similar conditions. b) The 6.5' Mid wall at the First Floor, page L -5 of the calculations, utilizes attachments via nailing and clips to resist overturning forces. Not only should the dead load be April 2, 1997 Pyramid Pointe Apartments - Building A Page Four reduced as noted above, but attachments should be reduced as applicable for Hem -Fir framing. Calculations should evaluate adequacy. 16. The First Floor RMid Walls on page L -5 of the calculations have overturning forces that exceed the capacity of the HD8A Holdowns. Also, the Engineer of Record should evaluate the adequacy of the foundation to resist the concentrated uplift forces. 17. Page L -5 of the calculations calls out the holdown requirements at the First Floor walls for forces in the Front/Back direction. These holdowns, typically, are not called out on the plan, Sheet S1.2. 18. Page L -7 of the calculations calls for a Type P1 -4 shear wall at the First Floor Mid wall. Sheet S1.2 only calls for a Type P1-6 wall; refer to Unit "C ". 19. The Engineer of Record should explain why holdowns are not called out on the drawings at the First Floor Front walls for forces in the Side /Side direction, as scheduled on page L -8 of the calculations. 20. The anchor bolt spacing called out on the drawings, Sheet S1.1, should be re- evaluated for adequacy at the following locations - refer to page L -11 of the calculations: a) The Type P1 -4 shear walls along CLeft (3 locations) and BRight (2 locations). b) The Type P1 -310 shear walls along RMid (2 locations). c) The Type P1 -3 shear walls along Front (3 locations). 21. The Engineer of Record should indicate how chord forces are resolved. We are concerned with the provision of chord elements at the rear of the building for forces in the Front/Back direction and at the entry off the stair for forces in the Side /Side direction since the floor layout jogs at the center of the diaphragm where the chord force would be the highest. 22. Section 1/S3.2; there is no load path for lateral forces between the eave blocking and the shear wall below. This section should be revised to accommodate the most critical condition. 23. Section 8/S3.2 is cut typically at interior shear walls running parallel to floor joists. The adequacy of shear transfer is relatively low, considering the average shear value at typical walls. The Engineer of Record should submit calculations evaluating this section for critical forces to show adequacy. April 2, 1997 Pyramid Pointe Apartments - Building A Page Five 24. Section 9/S3.2 is cut typically at party /shear walls. The adequacy of shear transfer is relatively low, considering the average shear value at typical walls. The Engineer of Record should submit calculations evaluating this section for critical forces to show adequacy. 25. It is not clear where Section 10/S3.2 is cut in plan. The load path for lateral forces should be clarified and the Engineer of Record should verify adequacy. 26. The Typical Stepped Footing Detail, 8/S3.1, should be clarified to call out horizontal reinforcing at vertical wall extensions to meet the minimum reinforcing requirements in UBC Section 1914.3. 27. Section 11/S32 is cut in plan, Sheet S1.2, at the Bridge. This does not appear to be the correct section annotation and we do not find sufficient detailing for this part of the structure. The architectural drawings appear to show a free - standing structure. Calculations and additional construction details should be provided for our review. 28. The Dumptster Enclosure, shown in Detail 3/A8.1, is not exempt from this permit per UBC Section 106.2. Construction details should be provided for our review. We are mainly concerned with the stability of this structure to resist uplift forces and the connection to the foundation. Currently, enough information is not provided on the drawings to review. The above listed review comments should be responded to in itemized letter form. We, therefore, recommend that the permit applicant have the Structural Engineer of Record, Jamieson Consulting, respond and resubmit two copies of revised drawings and one copy of supplemental structural calculations directly to our office, as required. We have forwarded a copy of this letter to the architect at Kappler Thomas Harkey Architects for their convenience. If you have any questions or require any additional clarification, please call me directly at (206) 255 -3099. Sincerely, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Crystdl Kolke CLK:1 a:UtFA\97t03 ^1.doc cc: Mr. Scott Harkey Kappler Thomas Harkey Architects 13400 Northup Way East, Suite 33 Bellevue, WA 98005 4 March 31, 1997 Mr. Charlie Laboda Dally Homes, Inc. 3316 Fuhrman Avenue East Seattle, Washington 98102 Dear Mr. Laboda: C City of Tukwila Department of Community Development Steve Lancaster, Director SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D97 -0068 Pyramid Pointe Apartments - Building A 15304 57 Av S This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Building Division and the Public Works Department. At this time the Fire Department and Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted.with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, i ec Kelcie J. Peterson Permit Coordinator Enclosures File: D97 -0068 John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 FY DATE : PROJECT NAME : APPLICATION NO. : PLAN REVIEWER: rJ.+ kas sr svWtai* PeetriW4,Var.W,KVIVIrin.i.1f410t oRC M' 4y:4 4, 46KITLIWOa .tVVII#eM:iSICIWUWNNi.iMaM.a mcdisV leimo icft BUILDING DIVISION COMMENTS March 26, 1997 Pyramid Point Apts., buildings "A" 8r "B" permit application D97 -0068 8L D97 -0069 Ken Nelsen, Plans Examiner (206) 431 -3670 The submitted application requires the following corrections or clarifications: 1. Building "A" and "B" by U.B.C. definition are considered three story buildings and therefor must be provided with an additional exit for the third floor level as required by U.B.C. Section 1003.1. This Exit must comply with U.B.C. Section 1006 and if applicable Section 1009. (Note, check with the Planning Division regarding exterior changes to building design). 2. The "Project Data" notes on sheet A0.1, designates the building construction type as V -N. U.B.C. Section 310.2.2 requires R -1 occupancies more than two stories or greater than 3,000 square feet over the first floor to be one -hour fire- resistive construction throughout. Provide appropriate revisions and notes referencing general one -hour construction requirements. Provide additional specific specifications and plan detail requirements for U.B.C. Sections 709 (wall membrane penetrations), 710 , '(floor - ceiling or roof - ceiling penetrations, and 711 (shaft enclosure) of plumbing pipes, wiring, and ducts. 4. Regarding one -hour construction, provide a listed exterior 1 -HR rated wall assemble compatible with the proposed Vinyl siding materials. 5. For the use of Vinyl siding at exit stairs, provide documentation of the vinyl materials flame spread class complying with U.B.0 Section 804 and table 8 -B. 6. Under "General Notes" on Sheet A0.1, revise number 15 to read "City of Tukwila ". 7. Provide reference and /or plan revisions for three - fourths -hour fire - protection rating of openings below and within 10 feet on the three story exit stairways per U.B.C. Section 1006.11. Example, on Sheet A3.1 note 1) lists, "typical entry doors as 20 minute rated ", the 20 minute rating may only apply to two story stairways. 8. Related to item 7 above, provide the door schedule noted on sheet A0.1 door note "C ", include exterior doors. Also key specific doors on unit floor plans and include STC sound ratings per U.B.C. Appendix Section 1208.8. Page 2 of 2 D97 -0068 Provide Details and specification for stair and landings conforming with U.B.C. Section 1006. general. Included handrail details per U.B.C. 1006.9. Provide an additional note reference and plan details for wall, ceiling, and floor sound rating class 50 (SCT) requirements per U.B.C. Appendix Section 1208.. Also include the specific requirements for penetrations and opening in construction for plumbing, electrical, heating, etc. per Section 1208.8. The first paragraph on Sheet A0.1 under Energy Compliance states,. "The buildings meets W.S.E.C. Chapter 4,(see attached Watson program). The Watson program has not been submitted, regardless Watson programs do not comply with Chapter 4 rather . they are related to Chapter 5, please clarify. Additional to Item ,1 1 above, a prescriptive Energy Code form was submitted identify that use of Chapter 6 option 11. This is acceptable however, U -value .43 windows are required for this option while the plans and separate window schedule calls out Millgard series 5000 with a U -value of only U 0.49. Clarify and correct these window requirements. Provide additional general notes regarding plumbing fixtures Water Conservation standards complying with WAC Chapter 5.1 -26. No further comments at this time. com.vunnrx>er.e V. . DATE: March 27, 1997 PLAN CHECK NO.:D97 -0068 PROJECT NAME: Pyramid Pointe Apartments - Building A w)....ws i., mtr... e.Tv1Xsioht ooteafraA! ✓ rtaisWer 5M v4W,VererYY9tttxF4 Jti.fogro* +olvwsFkmrik.siftr19M'nK!intle. obentUtfk City of Tukwila John W. Rants, Mayor Department of Public Works Ross A. Earnst, P. E., Director PUBLIC WORKS DEPARTMENT COMMENTS PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179, if you have any questions regarding the following comments. 1) METRO Sewer Use Certification Form is required for each building. Credit will be given for demolished managers office building. Make an inventory of the existing plumbing fixtures inside the building that will be demolished. 2) Per TMC 14.04.090, each building shall be metered separately, including the existing buildings on site. All meter boxes must be located so that they are easily accessed by motor vehicles. The City prefers that all new water meters be located in a meter bank. 3) Show location of the double detector check valve assembly. Please note on plans if assembly is to be located inside either of the proposed buildings. 4) Show and label the existing fire suppression water line located on the south side of the property serving the North Hill Apartments. 5) Add note: "Air vac if fire hydrant is not located at high point." 6) Show existing 12" aluminum CMP storm drainage system on site. 7) Submit detailed plans, cross - sections, and structural calculations for the proposed earth wall (detail 9 on sheet C 5.1). All submittals for the earth wall must be prepared and stamped by a licensed structural engineer. If applicable, submit information for proposed drainage system within the earth wall. 8) On the civil engineering plans, show a typical foundation drain trench cross - section showing how the filter fabric is wrapped up (refer to sheet A 7.1). 9) Show vehicular access routes for emergency maintenance to the proposed bio- detention swale. Information from a licensed geotechnical engineer must be submitted discussing how the stability of the bio - detention swale will be ascertained. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431.3665 Specify earthwork qua ies (cut and fill) and make a note stating the quantity of material hat will be hauled off of the site These quantities will be incorporated into the Land Altering 1) Incorporate all Public Works comments and recommendations from the March 27, 1997 . Meeting with Public Works staff members. Please contact Joanna Spencer if you would like to schedule additional meetings with Public Works Staff. • : .• . ••; ••• •••••••••,".,„;:••:: • • • • '• DATE: PLAN CHECK NO.: D97 -0068 C: City of Tukwila Department of Public Works Ross A. Earnst, P. E., Director PUBLIC WORKS DEPARTMENT COMMENTS March 27, 1997 PROJECT NAME: Pyramid Pointe Apartments - Building A PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179, if you have any questions regarding the following comments. 1) METRO Sewer Use Certification Form is required for each building. Credit will be given for demolished managers office building. Make an inventory of the existing plumbing fixtures inside the building that will be demolished. 2) Per TMC 14.04.090, each building shall be metered separately, including the existing buildings on site. All meter boxes must be located so that they are easily accessed by motor vehicles. The City prefers that all new water meters be located in a meter bank. John W Rants, Mayor 3) Show location of the double detector check valve assembly. Please note on plans if assembly is to be located inside either of the proposed buildings. 4) Show and label the existing fire suppression water line located on the south side of the property serving the North Hill Apartments. 5) Add note: "Air vac if fire hydrant is not located at high point." 6) Show existing 12" aluminum CMP storm drainage system on site. 7) Submit detailed plans, cross - sections, and structural calculations for the proposed earth wall (detail 9 on sheet C 5.1). All submittals for the earth wall must be prepared and stamped by a licensed structural engineer. If applicable, submit information for proposed drainage system within the earth wall. 8) On the civil engineering plans, show a typical foundation drain trench cross - section showing how the filter fabric is wrapped up (refer to sheet A 7.1). 9) Show vehicular access routes for emergency maintenance to the proposed bio- detention swale. Information from a licensed geotechnical engineer must be submitted discussing how the stability of the bio- detention swale will be ascertained. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431.3665 • .'.. .-. ' .. . / ,, 1 - Specify earthworkquQties (cut and fill) and make anotesta the quant of mater that Will be i hauled off of the site. These quantities be incorporated into the Land Altering,. .. ' . . . • Permit. , . . . 11) Incorporate all Public Works comments and recommendations from the March 2i; 1497: ..., ., meeting with Public Works staff members. Please contact Joanna Spencer if you would like to schedule additional meetings With Public Works Staff. • •• .• • : . • • , "., . „ , • ; " • „ . • : . • ; •,; • • .. • . •• • . • . • ' • • . . 1.4��'�R�N• 1. ;1' DATE : PROJECT NAME : APPLICATION NO. : PLAN REVIEWER: i i,F:;�a a64:ti f.G?'.rttS f.F 7 i? BUILDING DIVISION COMMENTS March 26, 1997 Pyramid Point Apts., buildings "A" 8t "B" permit application D97 -0068 at D97 -0069 Ken Nelsen, Plans Examiner (206) 431 -3670 The submitted application requires the following corrections or clarifications: 1. Building "A" and "B" by U.B.C. definition are considered three story buildings and therefor must be provided with an additional exit for the third floor level as required by U.B.C. Section 1003.1. This Exit must comply with U.B.C. Section 1006 and if applicable Section 1009. (Note, check with the Planning Division regarding exterior changes to building design). 2. The "Project Data" notes on sheet A0.1, designates the building construction type as V -N. U.B.C. Section 310.2.2 requires R -1 occupancies more than two stories or greater than 3,000 square feet over the first floor to be one -hour fire- resistive construction throughout. Provide appropriate revisions and notes referencing general one -hour construction requirements. 3. Provide additional specific specifications and plan detail requirements for U.B.C. Sections 709 (wall membrane penetrations), 710 (floor - ceiling or roof - ceiling penetrations, and 711 (shaft enclosure) of plumbing pipes, wiring, and ducts. 4. Regarding one -hour construction, provide a listed exterior 1 -HR rated wall assemble compatible with the proposed Vinyl siding materials. 5. For the use of Vinyl siding at exit stairs, provide documentation of the vinyl materials flame spread class complying with U.B.0 Section 804 and table 8 -B. 6. Under "General Notes" on Sheet A0.1, revise number 15 to read "City of Tukwila ". 7. Provide reference and /or plan revisions for three - fourths -hour fire- protection rating of openings below and within 10 feet on the three story exit stairways per U.B.C. Section 1006.11. Example, on Sheet A3.1 note 1) lists, "typical entry doors as 20 minute rated ", the 20 minute rating may only apply to two story stairways. 8. Related to item 7 above, provide the door schedule noted on sheet A0.1 door note "C ", include exterior doors. Also key specific doors on unit floor plans and include STC sound ratings per U.B.C. Appendix Section 1208.8. .raA• �. �. .t� .�:t n�: � ? -3 ..t. ?'i: "���S:..e 't. ... w ..., �.� �,�. .i �i. .. Pap' 2'of D97 -0068 Provide Details and specification for stair and landings conforming with U.B.C. Section 1006 general. Included handrail details per U.B.C. 1006.9. 10.`: Provide an additional note reference and plan details for wall, ceiling, and floor sound rating class 50 (SCT) requirements per U.B.C. Appendix Section 1208. Also include the specific requirements for penetrations and opening in construction for plumbing, electrical, heating, etc. per Section 1208.8. 1:1 The first paragraph on Sheet A0.1 under Energy Compliance states, "The buildings meets W.S.E.C. Chapter 4, (see attached Watson program). The Watson program has not been submitted, regardless Watson programs do not comply with Chapter 4 rather they are related to Chapter 5, please clarify. 12. Additional to Item 11 above, a prescriptive Energy Code form was submitted identify that use of Chapter 6 option II. This is acceptable however, U -value .43 windows are required for this option while the plans and separate window schedule calls out Miligard series 5000 with a U -value of only U 0.49. Clarify and correct these . window requirements. 1 Provide additional general notes regarding plumbing fixtures Water Conservation standards complying with WAC Chapter 51 -26. No further comments at this time. GEOTECH CONSULTANTS, INC. 13256 N.E. 20th St. (Northup Way), Suite 16 Bellevue, WA 98005 (206) 747.5618 FAX 747.8561 Daily Homes 3240 Eastlake Avenue East, Suite 200 Seattle, Washington 98102 Attention: Charlie Laboda Subject: Geotechnical Engineering Study Proposed Pyramid Pointe II Apartments 5700 Block of South 152nd Place Tukwila, Washington 1,0 6'7 AV Dear Mr. Laboda: We are pleased to present this geotechnical engineering report for the proposed expansion of the Pyramid Pointe Apartments in Tukwila. The scope of our work consisted of exploring site surface and subsurface conditions, and then developing this report to provide design criteria for foundations, retaining walls, and pavements and recommendations for general earthwork. You authorized our work by accepting our proposal dated March 1, 1995. The subsurface conditions of the proposed building site were explored with five test pits that encountered widely varying amounts of fill and old topsoil over native, silty sands that are loose and become denser with depth. Loose, poorly compacted fill was found over the original topsoil in three of the test pits. This fill is 2 to 7 feet deep. Based on our test pits, it appears that the new western and central buildings can be supported on conventional foundations, with overexcavation probably being necessary. Augercast concrete piers will be required to support the easternmost new building and its floors. It may be necessary to use piers to support portions of the western and central buildings, if the overexcavation becomes too deep or heavy groundwater seepage is encountered. The proposed building locations are suitable to protect the buildings from any future shallow instability that may occur on the steep, tall, cut slopes south of the property. Pavements for automobiles can be placed on the existing soils, if the subgrade is stable under a proof -roll following stripping. At least 12 inches of compacted, gravelly sand will be needed below the pavement sections where the subgrade is soft or pumping under a proof -roll. CO • March 20, 1995 JN 95062 RECEIVED CITY OF TUKWILA MAR 0 6 1997 PERMIT CENTER RECEIVED MAR 1 2 1997 pRe a 4 -co 0 17 -oo & bop- 00 (243 ' Dally :Homes March 20,:1995 The on-site soils are silty and very moist to wet. Wet weather grading will be very difficult . and the reuse of the on-site soils as structural fill will only be possible during hot, dry weather when they can be dried prior to compaction. The attached report contains a discussion of the study and our recommendations. Please contact us if there are any questions regarding this report, or if we can be of further assistance during the design and construction phases of this project. Respectfully Submitted, GEOTECH CONSULTANTS, INC. Marc R. McGinnis, P.E. Associate GEOTECH CONSULTANTS, 1NC. Sfsl95062 Cover Letter/Page 2 Surface GEOTECHNICAL ENGINEERING STUDY Proposed Pyramid Pointe II Apartments 5700 Block of South 152nd Place Tukwila, Washington SITE CONDITIONS This report presents the findings and recommendations of our geotechnical engineering study for the site of the proposed expansion of the Pyramid Pointe Apartments in Tukwila. The general location of the site is illustrated on the Vicinity Map, Plate 1. We were provided with a site survey developed by Cramer Northwest and dated March 3, 1995. A site plan showing the location of the existing and proposed structures was also provided. Based on this information, we anticipate that the existing manager's residence and the swimming pool will be demolished, and that three new apartment buildings will be constructed along the southern side of the site. Each building will have two stories over a daylight basement floor. The middle building will step up toward the north. Maximum cuts of 3 to 4 feet below the existing grade are anticipated to reach the proposed finish floor elevations. Fills up to 2 to 3 feet above the existing grade will be needed along the down - slope sides of the buildings. Paved parking will be provided along the northern sides of the three buildings. It appears that fills of several feet will be necessary along the downslope sides of these new paved areas. Rockeries are indicated on the site plan in front of these fill areas. The site is a large, irregularly- shaped lot located north of the Southcenter Mall, immediately south of the intersection of South 152nd Place and 57th Avenue South. Current develop- ment on the property consists of three large, three -story apartment buildings and a manager's residence. Asphalt parking is provided along the northern sides of these buildings, and an in- ground swimming pool is located off the southeastern corner of the westernmost apartment building. The area south of this western building is open grass lawn. Landscaping and grass cover the unpaved areas around the two eastern buildings. Several utility easements extend in a general north -south direction through the center of the site. We understand that these easements contain storm and sanitary sewers. Based on the utility locate that was conducted prior to our field explorations, a buried natural gas line runs along the eastern straight portion of the southern property line, and an underground water line extends along the curved western portion of the southern property line. The property generally slopes downward toward the south. The area around the existing buildings is relatively level to gently sloping. Some steeper slopes are between the two eastern buildings. The southern portion of the site, where the new buildings are to be GEO'113C11 CONSULTANTS, INC. Daily Homes March 20, 1995 JN 95062 Page 2 constructed, slopes at an inclination of 15 to 25 percent to the southern property Tine. Near the western, curving portion of the southern property line, the ground surface drops at an inclination of about 50 percent to a paved and gravel service road. This road is on city property, and it has a width of about 10 feet. An open, asphalt -lined storm ditch, located along the upslope side of the road, flows to a catch basin located at the eastern end of the curving southern property line. South of the service road, the ground drops steeply at an inclination of 70 to 80 percent to Macadam Road South. Heavily- covered with blackberry vines and underbrush, this slope has some small trees scattered about it, and it appears to have been created by cutting for the construction of Macadam Road South. The slope below the eastern half of the subject site has a similar steep inclination, and it seems to have resulted at least partially from excavation for the Denny's restaurant and apartment buildings adjacent to the south. No indications of recent, large -scale instability were observed on the steep slopes south of the site during our visits. We noted that water from downspouts or drains is being discharged onto the ground surface in the expansion area. This had created some wet conditions on the surface of the lawn. The properties surrounding the site are developed with apartment complexes. A Denny's restaurant is south of the site. The Macadam Road South right -of -way borders the south- western portion of the property. Subsurface The subsurface conditions in the area of the proposed new buildings were explored by excavating five test pits at the approximate locations shown on the Site Exploration Plan, Plate 2. The field exploration program was based upon the proposed construction and required design criteria, the site topography and access, the subsurface conditions revealed during excavation, the scope of work outlined in our proposal, and the time and budget constraints. Existing buried utilities made it impossible to safely excavate additional test pits along the southern edge of the property. The test pits were excavated on March 9, 1995 with a rubber -tired backhoe. A geotechnical engineer from our staff observed the excavation process, logged the test pits, and obtained representative samples of the soils encountered. "Grab" samples of selected subsurface soils were collected from the backhoe bucket. The Test Pit Logs are attached to this report as Plates 3 through 5. The native soils encountered in the test pits consist of a gravelly, silty sand that is loose and becomes medium -dense to dense with increasing depth. These native soils are similar to GI3OWCH CONSULTANTS, INC. Daily Homes March 20, 1995 Groundwater General CONCLUSIONS AND RECOMMENDATIONS Caving of the excavation side walls was observed in several of the test pits. GEO -LCII CONSULTANTS, INC. JN 95062 Page 3 those that we encountered during our 1994 geotechnical study for a proposed condominium project located west of the La Vista Apartments, which are situated due west of the subject site. Cobbles and occasional boulders were found in the native sands. Test Pits 1 and 4 found the native sands immediately below the sod and topsoil. The remaining explorations encountered 2 to 7 feet of loose, silty sand fill over the original topsoil above the native sands. This fill probably resulted from the excavation of the existing buildings and swimming pool. In Test Pits 2 and 5, the native sands did not become medium -dense until about 11 feet below the existing ground surface. The final logs represent our interpretations of the field logs and laboratory tests. The stratification lines on the logs represent the approximate boundaries between soil types at the exploration locations. The actual transition between soil types may be gradual, and subsurface conditions can vary between exploration locations. The logs provide specific subsurface information only at the locations tested. The relative densities and moisture descriptions indicated on the test pit logs are interpretive descriptions based on the conditions observed during excavation. The compaction of backfill was not in the scope of our services. Loose soils will therefore be found in the area of the test pits. If this presents a problem, the backfill will need to be removed and replaced with structural fill during construction. Groundwater seepage was observed in three of the test pits at depths between 3 feet and 9 feet below the grade. The test pits were left open for only a short time period. Therefore, the seepage levels on the logs represent the location of transient water seepage and may not indicate the static groundwater level. It should be noted that groundwater levels vary seasonally with rainfall and other factors. We anticipate that groundwater could be found throughout the fill and native soils. Based on our observations and the soil conditions encountered In our explorations for this study and our previous study of the condominium site to the west, it is our professional opinion that the proposed development is feasible from a geotechnical engineering standpoint. The steep slopes south of the site have not exhibited recent, large -scale Dally Homes March 20, 1995 GI2'OThCIi CONSULTANTS, INC. JN 95062 Page 4 instability, and the sand soils that comprise the slopes are not typically susceptible to deep instability. Any future soil movement on the steep slopes should consist of shallow erosion or ravelling, affecting primarily the near - surface, weathered soils. This type of slope movement may result in some Toss -of- ground at the top of the steep slopes, but it would not present a hazard to the proposed structures, if they are designed in accordance with the recommendations of this report. The proposed project should not increase the potential for instability on the southern slopes, if our recommendations are followed. Our test pits indicate that all, or a majority, of the western and central buildings can be constructed on conventional foundations. It is likely that overexcavation will be required to expose medium -dense to dense, native sands in the footing areas. These overexcavations can be backfilled with either lean concrete or structural fill. The use of the lean concrete backfill would require Tess excavation and certainly remove the need for the compaction and density testing of the backfill. Depending on the conditions encountered at the time of construction, it may be necessary to use piers to support portions of these two buildings. If areas of deep, loose soils are found that make overexcavation impractical, piers will be necessary. Such areas are likely where footings will bear over old utility trenches. The easternmost building and its basement floor should be planned to be supported on concrete piers that extend through the fill and loose, native soils. The conditions observed in Test Pit 5 indicate that the surface of the native soils drops toward the south, which would result in competent soils being deeper further south in the eastern building footprint. Due to the depth of the loose soils and the potential for significant groundwater seepage, piers will likely need to be installed using augercast methods. The presence of groundwater in the test pits indicates that good drainage must be provided for the below -grade portions of the structures. Free - draining gravel wall backfill and a properly installed foundation drainage system will be necessary. If substantial groundwater seepage is encountered in the building excavations, we will need to evaluate the potential need for additional drainage, such as underslab drains. Waterproofing the below -grade wails would limit the potential for water entering through the building walls. The plans indicate that the eastern building will be located no closer than 25 feet to the steep slopes that drop from the property line. The western and central buildings will be at least 40 feet from the tall cut slope that extends between the service road and Macadam Road South. It is our opinion that the proposed locations for the three buildings are acceptable from a geotechnical standpoint to limit the potential hazard from future shallow slope movement on these tall slopes. Future shallow instability on the short slope above the service road should not affect the proposed structures. Dally Homes March 20, 1995 Conventional Foundations GEO'111C11 CONSUL7AN'IS, INC. JN 95062 Page 5 The disturbance of the steep slopes must be avoided, so as not to increase the potential for instability. We recommend erecting a construction fence along the crest of the steep slopes to define the area of non - disturbance. Fill and soil or debris resulting from the site clearing and excavations should not be placed within about 15 feet of the steep southern slopes. All water from roofs, footing drains, and impervious surfaces should be discharged into the existing storm sewer. Drain pipes that currently discharge water onto the ground surface upslope of the proposed buildings must also be connected to the permanent storm system. Temporary erosion control will likely be needed, if the earthwork occurs during wet weather. At a minimum, this would consist of placing a silt fence along the downslope side of the project and covering the exposed soil outside of the building limits with straw or gravel. More stringent erosion control measures could be implemented at the time of construction, if needed. The high silt and moisture contents of the existing fill and native soils will make wet weather earthwork more difficult and costly. The silty sands will be difficult to grade when wet, and they will be totally unusable for structural fill, unless they can be dried prior to compaction. This drying can be accomplished by aeration in hot, dry weather, or by mixing kiln dust or lime into each lift of fill. Adequate drying and compaction of the structural fill will be important to prevent the settlement of on -grade structures, such as pavements and slabs, that are supported on the fill. This is a major consideration for the backfilling of new utility trenches, particularly if the excavated soils are to be reused as trench backfill. Imported fill will be required, if structural fill is placed in wet weather, or if there will be insufficient time to adequately dry the on -site soils. The earthwork budget should consider this potential import requirement. Geotech Consultants, Inc. should be allowed to review the final development plans to verify that the recommendations presented in this report are adequately addressed in the design. Such a plan review would be additional work beyond the current scope of work for this study, and it may include revisions to our recommendations to accommodate site, develop- ment, and geotechnical constraints that become more evident during the review process. Conventional continuous and spread footings should bear on undisturbed, medium - dense, native sands or on structural fill placed above these competent, native soils. See the later sub - section entitled General Earthwork and Structural Fill for recommendations regarding the placement and compaction of structural fill beneath structures. We recommend that continuous and individual spread footings have minimum widths of 12 and 16 Inches, respectively. They should be bottomed at least 12 inches below the lowest adjacent finish ground surface for frost protection. The local building codes should be Daily Homes March 20, 1995 reviewed to determine if different footing widths or embedment depths are required. The footing subgrade must be cleaned of loose or disturbed soil prior to pouring concrete. Depending upon site and equipment constraints, this may require removing the disturbed soil by hand. Overexcavation below the footings should be anticipated to expose competent, native soils. Unless lean concrete is used to fill an overexcavated hole, the overexcavation must be at least as wide at the bottom as the sum of the depth of the overexcavation and the footing width. For example, an overexcavation extending 2 feet below the bottom of a 3- foot -wide footing must be at least 5 feet wide at the base of the excavation. If lean concrete is used, an overexcavation need only extend 6 inches beyond the edges of the footing. The following allowable bearing pressures are appropriate for footings constructed according to the above recommendations. di io Bear • Co Placed directly on competent, native soils Where: (1) 'psf is pounds per square foot. GBOTECH CONSULTANTS, INC. Allowable Bearing essure (psf) 3,000 Supported on structural fill placed 2,000 above competent, native soils JN 95062 Page 6 A one -third increase in the above design bearing pressures may be used when considering short -term wind or seismic loads. For the above design criteria, it is anticipated that the total post- construction settlement of footings founded on competent, native soils, or on structural fill up to 5 feet in thickness, will be about three - fourths of an inch, with differential settlements on the order of one -half of an inch in a distance of 50 feet along a continuous footing. Lateral loads due to wind or seismic forces may be resisted by friction between the founda- tions and the bearing soils, or by passive earth pressure acting on the vertical, embedded portions of the foundations. For the latter condition, the foundations must be either poured directly against relatively level, undisturbed soil, or surrounded by level structural fill. We recommend using the following design values for the foundation's resistance to lateral loading: Daily Homes March 20, 1995 Parameter Augercast Concrete Piers Coefficient of Friction Passive Earth Pressure Design Value 0.45 300 pcf Where: (1) pcf is pounds per cubic foot. (2) Passive earth pressure is computed using the equivalent fluid density. GEO'I1CI l CONSULTANTS, INC JN 95062 Page 7 If the ground in front of the foundation is loose or sloping, the passive earth pressure given above will not be appropriate. We recommend a safety factor of at least 1.5 for the foundation's resistance to lateral loading, when using the above design values. An allowable compressive capacity of 15 tons can be attained by installing a 12 -inch- diameter, augercast concrete pier at least 10 feet into medium -dense to dense soils. For transient loading, such as wind or seismic loads, the allowable pier capacity may be increased by one - third. We can provide design criteria for different pier diameters and embedment lengths, if greater capacities are required. The minimum center -to- center pier spacing should be three times the pier diameter. Based on our test pit information, we estimate that pier lengths of about 20 to 30 feet below the existing grade will be needed in the eastern building to achieve adequate penetration into the bearing soil. We estimate that the total settlement of single piers installed as described above will be on the order of one -half of an inch. Most of this settlement should occur during the construction phase as the dead loads are applied. The remaining post- construction settlement would be realized as the live loads are applied. We estimate that differential settlements over any portion of the structures should be less than about one - quarter of an inch. We recommend reinforcing the piers their entire length. Reinforcement typically consists of an upper cage of reinforcing bars, with one bar extending the full length of the pier. For computation of lateral load resistance, the piers can be assumed to have a point of fixity at 12 feet below the ground surface. The loose soils against the piers can be assumed to have a design passive earth resistance of 200 pounds per cubic foot (pcf) acting on two times the pier diameter. Passive earth pressures on the grade beams will also provide some lateral resistance. If structural fill is placed against the outside of the grade beams the design passive earth pressure from the fill can be assumed to be equal to that pressure exerted by an equivalent fluid with a density of 300 pcf. Battered piers can also be used to resist lateral building loads. If the piers are installed at an inclination of 1 :5 (Horizontal: Daily Homes March 20, 1995 Augercast Pier Installation Seismic Considerations GEOT1 CII CONSULTANTS, INC. JN 95062 Page 8 Vertical), or steeper, the vertical capacity given above will not need to be reduced. The allowable lateral capacity of a battered pier is equal to the horizontal component of its axial capacity. Augercast piers should be installed with continuous flight, hollow -stem auger equip- ment. Concrete grout must be pumped continuously through the auger as the auger is withdrawn. Often, the augering action may tend to disturb the soils at the bottom of the drilled holes, possibly resulting in a decreased end - bearing capacity. To minimize the effects of this disturbance, we recommend requiring the pile contractor to rotate the auger while pumping the first few cubic feet of grout prior to starting auger withdrawal. This will mix any loose cuttings at the bottom of the hole with concrete, thus developing the end- bearing capacity. In order to maintain the surface of the pumped grout above the tip of the auger, we recommend the following: (1) Maintain a minimum grout head of 5 feet above the tip of the auger at all times. (2) Ensure that the grout pressure at the grout pump is in the range of 150 to 250 psi, depending on the length of feeder hose used. (3) Equip the grout pump with a calibrated stroke counter, so pumped grout volumes per pier may be calculated. The completed below - ground piers below cannot be observed. Therefore, judgement and experience must be used as the basis for determining the acceptability of a pier. The installation of all of the piers should be observed by a representative of Geotech Consultants, Inc., who can fully evaluate the contractor's operation, collect and interpret installation data, verify bearing stratum elevations, and understand the implications of variations from normal procedures with respect to the design criteria. The site is located within Seismic Zone 3 as illustrated on Figure No. 23 -2 of the 1991 Uniform Building Code (UBC). In accordance with Table 23 -J of the 1991 UBC, the site soil profile is best represented by Profile Type S2. The undisturbed, native soils are not susceptible to seismic liquefaction, and deep instability should not occur on the steep slopes during an earthquake. Some settlement of elements supported in the loose soils can be expected following an earthquake. JN 95062 Page 9 Daily Homes March 20, 1995 Slabs -on -Grade The building floors may be constructed as slabs -on -grade atop the native soils that are under the existing fill and original topsoil. Where it is not possible to remove the unsuitable soils, the floors should be structurally supported to span between the foundations. The subgrade soils must be in a firm, non - yielding condition at the time of slab construction or undersiab fill placement. Any soft areas encountered should be excavated and replaced with select, imported, structural fill. All slabs -on -grade should be underlain by a capillary break or drainage layer consisting of a minimum 4 -inch thickness of coarse, free - draining, structural fill with a gradation similar to that discussed later in Permanent Foundation and Retaining Walls A vapor barrier, such as a 6 -mil plastic membrane, should be placed beneath the slabs and in any crawl space areas. Additionally, sand should be used in the fine - grading process to reduce damage to the vapor barrier, to provide uniform support under the slab, and to reduce shrinkage cracking by improving the concrete curing process. Permanent Foundation and Retaining Walls Retaining walls backfilled on only one side should be designed to resist the lateral earth pressures imposed by the soils they retain. The following recommended design parameters are for walls less than 12 feet in height that restrain level backfill: Active Earth Pressure* Passive Earth Pressure Coefficient of Friction Soil Unit Weight Design Value 35 pcf 300 pcf 0.45 130 pcf Where: (1) pcf is pounds per cubic foot. (2) Active and passive earth pressures are computed using the equivalent fluid densities. * For restrained walls that cannot deflect at least 0.002 times their height, a uniform lateral pressure of 100 psf should be added to the above active equivalent fluid pressure. GEO1ECH CONSULTANTS, INC. Daily Homes March 20, 1995 Retaining Wall Backfill JN 95062 Page 10 The values given above are to be used to design permanent foundation and retaining walls only. The passive pressure given is appropriate for the depth of level structural fill placed in front of a retaining or foundation wall only. We recommend a safety factor of at least 1.5 for overturning and sliding, when using the above recommended values to design the walls. The design values given above do not include the effects of any hydrostatic pressures behind the walls and assume that no surcharge slopes or loads, such as vehicles, will be placed behind the walls. If these conditions exist, those pressures should be added to the above lateral soil pressures. Also, if sloping backfill is desired behind the walls, we will need to be given the wall dimensions and the slope of the backfill in order to provide the appropriate design earth pressures. The surcharge due to traffic loads behind the walls can typically be accounted for by adding a uniform pressure equal to 2 feet multiplied by the above active fluid density. Heavy construction equipment should not be operated behind retaining and foundation walls within a distance equal to the height of the wall, unless the walls are designed for the additional lateral pressures resulting from the equipment. The compaction of backfill near the walls should be accomplished with hand- operated equipment to prevent the walls from being overloaded by the higher soil forces that occur during compaction. Backfill placed behind retaining or foundation walls should be coarse, free - draining, structural fill containing no organics. This backfill should contain no more than 5 percent silt or clay particles and have no gravel greater than 4 inches in diameter. The percentage of particles passing the No. 4 sieve should be between 25 and 70 percent. If the native sand soils are used as backfill, at least 12 inches of drain rock should be placed against the walls for proper drainage. The purpose of these backfill requirements is to ensure that the design criteria for the retaining walls are not exceeded because of a build -up of hydrostatic pressure behind the walls. The top 12 to 18 inches of the backfill should consist of a relatively impermeable soil or topsoil, or the surface should be paved. The sub - section entitled SSeneral Earbwolk and Structural Fill contains recommendations regarding the placement and compaction of structural fill behind retaining and foundation walls. The above recommendations are not intended to waterproof the below -grade walls. If moist conditions or some seepage through the walls are not acceptable, damp - proofing or waterproofing should be provided. This could include limiting cold - Joints and wall penetrations, and possibly using bentonite panels or membranes on the outside of the walls. Applying a thin coat of asphalt emulsion is not considered waterproofing, but it will help to prevent moisture, generated from water vapor or capillary action, from seeping through the concrete. GI Q'IL'C' CONSULTAN'IS, INC. Daily Homes March 20, 1995 Rockeries We anticipate that rockeries may be used in the site development. A rockery is not intended to function as an engineered structure to resist lateral earth pressures, as a retaining wall would do. The primary function of a rockery is to cover the exposed, excavated surface and thereby retard the erosion process. Rockeries placed in front of unreinforced fill or the existing fill soils should be limited to a height of 4 feet, and they should be constructed entirely of four -man rocks. Taller rockeries will need to be constructed with a geogrid- reinforced fill behind them. This typically requires that geogrids extend behind a rockery in a compacted fill a minimum distance of at least 70 percent of the rockery's height. The construction of rockeries is to a large extent an art not entirely controllable by engineering methods and standards. It is imperative that rockeries, if used, be constructed with care and in a proper manner by an experienced contractor with proven ability in rockery construction. The rockeries should be constructed with hard, sound, durable rock in accordance with accepted local practice standards. Soft rock, or rock with a significant number of fractures or inclusions, should not be used in order to limit the amount of maintenance and repair needed over time. Provisions for maintenance, such as access to the rockery, should be considered in the design. Excavations and Slopes JN 95062 Page 11 Excavation slopes should not be greater than the limits specified in local, state, and national government safety regulations. Temporary cuts to a depth of about 4 feet may be attempted vertically in unsaturated soils. The loose soils exhibited caving in the test pits. Based upon Washington Administrative Code (WAC) 296, Part N, the near - surface soil type at the subject site would be classified as Type C. Therefore, temporary cut slopes greater than 4 feet in height cannot be excavated in the loose soils at an inclination steeper than 1.5:1 (Horizontal:Vertical), extending continuously between the top and the bottom of the cut. Deep excavations, or those encountering heavy groundwater seepage, could require shoring and dewatering to be made safely. The above recommended temporary slope inclination is based on what has been successful at other sites with similar soil conditions. Temporary cuts are those that will remain unsupported for a relatively short duration to allow for the construction of foundations, retaining walls, or utilities. Temporary cut slopes should be protected with plastic sheeting during wet weather. The cut slopes should also be backfilled or retained as soon as possible to reduce the potential for instability. Please note that loose soils can cave suddenly and without warning. Contractors should be made especially aware of this potential danger. GEOTEC11 CONSULTANTS, INC. Daily Homes March 20, 1995 JN 95062 Page 12 All permanent cuts into existing soils should be inclined no steeper than 2.5:1 (H:V). Fill slopes should not be constructed with an inclination greater than 2:1 (H:V). To reduce the potential for shallow sloughing, fill must be compacted to the face of these slopes. This could be accomplished by overbuilding the compacted fill and then trimming it back to its final inclination. Water should not be allowed to flow uncontrolled over the top of any temporary or permanent slope. Also, all permanently exposed slopes should be seeded with an appropriate species of vegetation to reduce erosion and improve the stability of the surficial layer of soil. Any disturbance to the existing slopes outside of the building limits may reduce the stability of the slopes. Damage to the existing vegetation and ground should be minimized, and any disturbed areas should be revegetated as soon as possible. Soil from the excavations should not be placed on the slopes; this may require the off -site disposal of any surplus soil. Drainage Considerations We recommend the use of footing drains at the base of footings, where (1) crawl spaces or basements will be below the structure, (2) the slab is below the outside grade, or (3) the outside grade does not slope downwards from the building. Drains should also be placed at the base of all backfilled, earth- retaining walls. These drains should be surrounded by at least 6 inches of 1- inch -minus washed rock and then wrapped in non - woven, geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At its highest point, the perforated pipe invert should be at least as low as the bottom of the footing, and it should be sloped for drainage. All roof and surface water drains must be kept separate from the foundation drain system. A typical drain detail is attached to this report as Plate 6. For the best long -term performance, perforated PVC pipe is recommended for the footing drains. Groundwater was observed during our field work. If seepage is encountered in the excavations, it should be drained away by directing it through drainage ditches, perforated pipe, or French drains, or by pumping it from sumps interconnected by shallow connector trenches at the bottom of the excavations. The excavations and site should be graded so that surface water is directed off the site and away from the tops of slopes. Water should not be allowed to stand in any area where foundations, slabs, or pavements are to be constructed. Final site grading in areas adjacent to buildings should slope away at least 2 percent, except where the area is paved. Water from roof, stormwater, and foundation drains should not be discharged onto the slopes; it should be tightlined to a suitable outfall located away from the slopes. GEO1l C1I CONSULTANTS, INC. Daily Homes March 20, 1995 Pavement Areas JN 95062 Page 13 All pavement sections may be supported on competent, native soils or existing fill, provided these soils can be compacted to a 95 percent density and are in a stable, non - yielding condition at the time of paving. Structural fill or fabric will be needed to stabilize soft, wet, or unstable areas. Based on the condition of the existing fill soils in the test pits, the use of structural fill and fabric under at least some areas of the new pavements should be planned. We recommend using Supac 5NP, manufactured by Phillips Petroleum Company, or a non -woven fabric with equivalent strength and permeability characteristics. In most instances where unstable subgrade conditions are encountered, 12 inches of granular structural fill will stabilize the subgrade, except for very soft areas where additional fill could be required. The subgrade should be evaluated by Geotech Consultants, Inc., after the site is stripped and cut to grade. Recommendations for the compaction of structural fill beneath pavements are given in a later sub - section entitled General Earthwork and Structural Fill. The performance of site pavements is directly related to the strength and stability of the underlying subgrade. The pavement for lightly loaded traffic and parking areas should consist of 2 inches of asphalt concrete (AC) over 4 inches of crushed rock base (CRB) or 3 inches of asphalt - treated base (ATB). We recommend providing heavily loaded areas with 3 inches of AC over 6 inches of CRB or 4 inches of ATB. Heavily loaded areas are typically main driveways, dumpster sites, or areas with truck traffic. The pavement section recommendations and guidelines presented in this report are based on our experience in the area and on what has been successful in similar situations. Some maintenance and repair of limited areas can be expected. To provide for a design without the need for any repair would be uneconomical. General Earthwork and Structural Fill All building and pavement areas should be stripped of surface vegetation, topsoil, organic soils, and other deleterious material. It is extremely important that the foundations and slabs for the existing structure are also removed. The stripped or removed materials should not be mixed with any materials to be used as structural fill, but they could be used in non - structural areas, such as landscape beds. Structural fill is defined as any fill placed under the buildings, behind permanent retaining or foundation walls, or in other areas where the underlying soils need to support loads. All structural fill should be placed in horizontal lifts with a moisture content at, or near, the GEOTECI I CONSULTANTS, INC. Daily Homes March 20, 1995 optimum moisture content. The optimum moisture content is that moisture content that results in the greatest compacted dry density. The moisture content of fill soils is very important and must be closely controlled during the filling and compaction process. The allowable thickness of the fill lift will depend on the material type selected, the compaction equipment used, and the number of passes made to compact the lift. In no case should the loose lift thickness exceed 12 inches. The following table presents recommended relative compactions for structural fill: Use of On -Site Soils Minimum Relative Location of Fill Placement Compaction Beneath footings, slabs, or walkways Behind retaining walls 90% Beneath pavements 95% 95% for upper 12 inches of subgrade, 90% below that level Where: Minimum Relative Compaction is the ratio, expressed in percentages, of the compacted dry density to the maximum dry density, as determined in accordance with ASTM Test Designation D 1557 -78 (Modified Proctor). If grading activities take place during wet weather, or when the silty, on -site soils are wet, site preparation costs may be higher because of delays due to rains and the potential need to import granular fill. The on -site soils are generally silty and overly moist, and they are thus moisture - sensitive. Grading operations will be difficult during wet weather, or when the moisture content of these soils exceeds the optimum moisture content. The moisture content of the silty, on -site soils must be at or near the optimum moisture content, as they cannot be consistently compacted to the required density when the moisture content is significantly greater than optimum. The moisture content of the on -site soils was generally above the estimated optimum moisture content at the time of our explorations. The on -site sand soils could be used as GEOTECII CONSULTANTS, INC. JN 95062 Page 14 Daily Homes March 20, 1995 LIMITATIONS GEOfl CI1 CONSULTANTS, INC. JN 95062 Page 15 structural fill only if grading operations are conducted during hot, dry weather, when drying the wetter soils by aeration is possible. ,During excessively dry weather, however, it may be necessary to add water to achieve the optimum moisture content. Moisture - sensitive soils may also be susceptible to excessive softening and "pumping" from construction equipment, or even foot traffic, when the moisture content is greater than optimum. It may be beneficial to protect subgrades with a layer of imported sand or crushed rock to limit disturbance from traffic. Ideally, structural fill that will be placed in wet weather should consist of a coarse, granular soil with a silt or clay content of no more than 5 percent. The percentage of particles passing the No. 200 sieve should be measured from that portion of soil passing the three - quarter -inch sieve. The analyses, conclusions, and recommendations contained in this report are based on site conditions as they existed at the time of our exploration and assume that the soils encoun- tered in the test pits are representative of subsurface conditions on the site. If the subsurface conditions encountered during construction are significantly different from those observed in our explorations, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. Unanticipated soil conditions are commonly encountered on construction sites and cannot be fully anticipated by merely taking soil samples in test pits. Subsurface conditions can also vary between exploration locations. Such unexpected conditions frequently require making additional expenditures to attain a properly constructed project. It is recommended that the owner consider providing a contingency fund to accommodate such potential extra costs and risks. This is a standard recommendation for all projects. The recommendations presented in this report are directed toward the protection of only the structures from damage due to slope movement. Predicting the effects of development on the stability of slopes is an inexact and imperfect science that is currently based mostly on the past behavior of slopes with similar characteristics. Landslides and soil movement can occur on steep slopes before, during, or after the development of property. At additional cost, we can provide recommendations for reducing the risk of future movement on the steep slopes, which could involve regrading the slopes or installing subsurface drains or costly retaining structures. However, the owner must ultimately accept the possibility that some slope movement could occur, resulting in possible loss -of- ground or damage to the structures and the facilities around them. Daily Homes March 20, 1995 This report has been prepared for the exclusive use of Daily. Homes and its representatives for specific application to this project and site. Our recommendations and conclusions are based on observed site materials, and selective laboratory testing and engineering analyses. Our conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the scope of our services and within budget and time constraints. No warranty is expressed or implied. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, techniques, sequences, or procedures, except as specifically described in our report for consideration in design. We recommend including this report, in its entirety, in the project contract documents so the contractor may be aware of our findings.. • ADDTIONAL SERVICES Geotech Consultants, Inc. should be retained to provide geotechnical consultation, testing, and observation services during construction. This is to confirm that subsurface conditions are consistent with those indicated by our exploration, to evaluate whether earthwork and foundation construction activities comply with the intent of contract plans and specifications, and to provide recommendations for design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. However, our work would not include the supervision or direction of the actual work of the contractor and its employees or agents. Also, job and site safety, and dimensional measurements, will be the responsibility • of the contractor. The following plates are attached and complete this report: Plate 1 Vicinity Map Plate 2 Site Exploration Plan Plates 3 - 5 Test Pit Logs Plate 6 Footing Drain Detail OLIOTECH CONSULTANTS, INC JN 95062 Page 16 We appreciate the opportunity to be of service on this project, If you have any questions, or if we may be of further service, please do not hesitate to contact us Respectfully. Submitted, GEOTECH CONSULTANTS, INC, It. Mc O� WAS Marc R. McGinnis, P.E. Associate MRM /JHS:jcv cc: Kappler Thomas Harkey Architects - Scott Harkey otzio James H. Strange Geotechnical Engineer GiO'1L CONSULTANTS, INC. S 167TH _ST N �` V K7MICKfN " 166TH. o N 173RD J S S _ .._....... ^_.� .1.__ .•.1 H. _� 5 ' M 1161 1, St1,71N > TI -,, _.• 5 Ij71N ST ... SfATAC J� `) t �:!:. , I ,.1 'I., o , 7iARVOrl as P . 7 i, y n� � � ''',,,,,v;?;... .y {1. i 1 STs S. CORPORAT DR N - CORPORA OR . 5 r- —N TRECK S 133RD / OflUTS Yrl�tl BLVD BE VICINITY MAP 57XX S 152nd PLACE TUKWILA, WA MANAGER'S RESIDENCE \� \ - - � ` � i - - — 15� LEGEND: 0 APPROXIMATE TEST PIT LOCATIONS r - - 1 i I I I L. —J PROPOSED BUILDINGS EXISTING BUILDINGS r _ J L_ TP -1 0 - � ,o - -- TP -2 \ \ N \ \ --- \ N N \ N• NN 'F1 ivoN N � \ \\ \ I S " N " \)' �\ ,�/ PROPOSED PARKING \ ` — /". \ \ \ \ r-- --. / \\\ \\ �i�\ ` --e/ r.. \ \ \ PROPOSED PARKINd r �l \ \` __ f / ) / � J `so l �� ',.., \ �_° -- -- — -- — — — - -Iyo CONCRETE POOL AREA IJo 14o GEOTECH CONSULTANTS , C X I PROPOSED PARKING / CONCRETE POOL AREA X70 S r — /La \ /� N. \ \ , ,��.. - r---, \ PROPOSED PARKING e.., Job No.+ 96082 Do/e .PAR 1995 SITE EXPLORATION PLAN 57XX S 152nd PLACE TUKWILA, WA scot: NTS piglet 2 7 — . -; • -.... 0 --. —_ .......• X I A .1 .1- • • _ -- — --,..-. — --• ....• ---. ,,,...,.....: -... — ___ ................„ , ..... _. _ 7 7........ . s".. ,.. . ... ■,. . ....„ ...... 7 . _ _... . _. • ,. -""" , ....... -- -- ..... --- --- ...., •. "... ....„. .... . • . ' . • I . . . • .... ...... .., 7, — --. . .....-..- — --- -..... ....., --- 7 .7 7_, , , ■,...\ / \ .1 PROPOSED PARKING . . , ....Zs ....."" "-,...• . ........./ . . ...... .......-...... ..... .. ' ....,,. ,.... .., -........... ---. -..„ ..,...-.. .... ...,.. ..... . . .... N. ' .... N \.\\.... )N.... ,. . . . ..... N. ".• \ ,... ....... . N.. _ N N Ns .....„ \ N N r•-• -, \ N PROPOSED PARK ,..., s. . / / N. .., r, J. 7 \ \ \ Ild ( L.... •• sio`- \ ..*"....1---:.__-- ---. ....fr......" : ::: : ::::....-•_-..- ....: ::,.... .......- '.....4s I ...... ... APPROXIMATE TEST PIT LOCATIONS N \ 0, • \ . - — — ....... ...— , ..... ......., ....• ...... - _ L PROPOSED BUILDINGS .....:-......:---■\ \ ...., \ ..., \ 1 i i \ I ' I EXISTING BUILDINGS I % \ N.', L........J \ s....... ,,.. N. N. ..... \ \ N SITE EXPLORATION PLAN 57XX S 152nd PLACE TUKWILA, WA {""aa'a2 I ""MAR 1996 I ."'wn.re 10 15__ 5 10 15 Z s o C.J USCS 12,2% 18.5% 19.6% 16.1% s FILL Topsoil 111 GEOTECH CONSULTANTS, INC. TEST PIT 1 Reddish brown, gravelly, very silty SAND, wet, loose - becomes tan with iron stains - becomes gray /brown, very moist, medium -dense - becomes medium -dense to dense Test pit terminated at 8 feet below grade on 3 -9 -95. No groundwater encountered during excavation. No caving. TEST PIT 2 Description USCS Description Topsoil and sod Brown, gravelly, very silty SAND, very moist to wet, loose Old topsoil Reddish brown, gravelly, very silty SAND, very moist, loose - becomes tan with iron stains - becomes wet to saturated - becomes sandier, medium -dense - becomes very moist Test pit terminated at 14 feet below grade on 3 -9 -95. Heavy groundwater encountered at 9 to 10.5 feet during excavation. Caving throughout. TEST PIT LOGS 57XX S 152nd PLACE TUKWILA, WA Job No: 95062 Date: MAR 1995 Logged by: S P /ate: 3 10 15 10 15 Immo USCS Description 13.7% FILL Gray /brown, gravelly, silty SAND, very moist, loose I USCS Description s TEST PIT 3 Old topsoil and roots Reddish brown, gravelly, silty SAND, wet, loose - becomes gray/brown, very moist, medium -dense - becomes moist, dense Test pit terminated at 9 feet below grade on 3 -9 -95. Heavy groundwater encountered at 3 feet during excavation. No caving. TEST PIT 4 Topsoil and sod �._ GEOTECH CONSULTANTS, INC. Gray, gravelly, silty SAND with iron stains, moist, medium -dense - becomes gray /brown, dense - becomes very dense Test pit terminated at 6 feet below grade on 3 -9 -95. No groundwater encountered during excavation. No caving. TEST PIT LOGS 57XX S 152nd PLACE TUKWILA, WA Job No: Date: `Logged by: 1Plate: 95062 I MAR 1995 1 JHS 4 10 15 e , G°o USCS T 14.7% TEST PIT 5 Description FILL Brown, gravelly, silty SAND with angular, cobble- sized ROCK, very moist to wet, loose FILL - becomes green/gray FILL Dark brown, organic, very silty SAND with wood planks, wet, loose GEOTECH CONSULTANT'S, INC. Gray, slightly silty SAND with occasional gravel, wet, loose to medium -dense becomes brown, medium -dense Test pit terminated at 12 feet below grade on 3 -9 -95. Slight groundwater encountered at 1 foot during excavation. Heavy groundwater encountered at 8 feet during excavation. Moderate caving from 7 to 10 feet. TEST PIT LOGS 57XX S 152nd PLACE TUKWILA, WA Job No: 95062 ' 1995 I LJHSed by: I Plate: 5 1 slob No.' 96062 lOote: - . MAR 1996 'Scale: I N.T.S. I Rolf 0 i 8 I r S/ope backfill away from foundation. WASHED ROCK 6 4tin. NONWOVEN GEOTEXTILE FILTER FABRIC BACKF/LL See text for requirements. GEOTECH CONSULTANTS TIGHTLINE ROOF DRAIN Do not connect to footing drain. VAPOR BARR/ER SLAB • -• " %, 4 "min. n — 7 — FREE - DRAINING SAND/GRAVEL 4" PERFORATED HARD PVC PIPE Invert at /east as /ow as footing and/or crawl space. Slope to drain. Place weepho/es downward. FOOTING DRAIN DETAIL 57XX S 152nd PLACE TUKWILA, WA y ±a�ai:enK^Y' ftci+ >.�r war>.nwanva v. Dear Sir: City of Tukwila Fire Department Thomas P. Keefe, Flee Chief Fire Department Review Control 4D97 -0065 (510) March 19, 1997 Re: Pyramid Pointe Apartments, Building #A - 15304 57th Avenue South 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, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable Fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface iri accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. 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 Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 et.'NMn1 1w.�,.thMn u4.wwr..t. City of Tukwila Fire Department Page number 2 Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguishers) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) 2. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Storage under exterior or interior stairways shall not be permitted unless such space is protected on the enclosed side by one hour fire - resistive construction and sprinklered where required. (UFC 1210,3)' When two or more exits from a story are required, e x i t signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1013.1) 3. An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1742) An approved hose station requires plans review. John W Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 : YV�. .�+....wa.uu.nat.nPwtr..wr.a.xY. City of Tukwila Fire Department Page number 3 (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1742) Fire hydrants are required as detailed in City Ordinance #1692. Local U.L. central station supervision is required. (City Ordinance #1742) Maintain a 3' clear space around the sprinkler riser(s) for emergency access. (NFPA 13 4 -1.2) When subject to vehicular damage, protective guard posts or curbs are required around all gas meters, electrical transformers, sprinkler valves and hydrants. Posts and curbs are to be painted yellow. (City Ordinance #1692) (UFC 903.4.3, 1106) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) A l l new s p r i n k l e r systems and a l l m o d i f i c a t i o n s to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all m o d i f i c a t i o n s to s p r i n k l e r systems i n v o l v i n g more than 50 heads shall have the written approval of the ' W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) All valves controlling the water supply for automatic s p r i n k l e r systems and waterf l ow switches on a l l s p r i n k l e r systems shall be e l e c t r i c a l l y supervised.' upervised . ' John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax• (206) 575 4439 '1.R�•m�+U�tiw.n vnr�n'+•y.wn:xv.ouc+ P a y e number City of Tukwila Flre Department Thomas P. Keefe, Fire Chief (City 'Ordinance 01742) All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator vales (W I V) and F i r e Department connection (FDC).. (City Ordinance #1742) Hose racks must remain unobstructed to allow the rack to swing freely. (UFC 1001.7.3) Maintain minimum 40 degrees F. temperature in all areas to prevent s p r i n k l e r pipe from breaking and causing unnecessary damage. (NFPA 13 -4- 6.4.1.2) Contact The Tukwila Fire Prevention Bureau to witness all required •inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. All new underground piping shall be hydrostatically tested. Test pressure shall be not less than 200 psi for 2 hours. The amount of leakage at the joints shall not exceed 2 quarts per hour per 100 gaskets or joints. Contact Greg Villanueva, Utilities Inspector, Public Works Department, at (206) 433 -0179 to make an appointment. (NFPA 24 -8- 9.3.1, 24 -8- 9.3.2) 5. An approved manual fire alarm systerii is required for this project. The fire alarm system shall meet the requirements of the Americans With Disabilities' Act, chapter 51 -20 WAC (Chapter 31 Accessibility), N.F.P.A. '72 and the City of Tukwila Ordinance 01742. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) 6. All electrical work and equipment shall conform strictly to the standards or The National Electrical Code. John W. -Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 Page number 5 City of Tukwila Fire Department (NFPA 70) 7. 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 901.4.4) In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 901.4.4) 8, 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 or 150' shall be provided with an approved turn-around area. Access shall be within 150' of all portions of the buildings. (UFC 902.2.2.1, UFC 902.2.1) 9. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) 10. For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around it's per is greater than 300 feet from a hydrant. Distance from a hydrant to a building'is measured along the path of vehicular travel. 11. Fire hydrants shall conform to American Water Association specifications C-502-54; it shall be compression type, equipped with two 2 1/2" N.S.T. ports and one 5" Storz pumper discharge port, and have a 1 1/4" Pentagon open-lift operating nut. 12. Tukwila City Ordinance 41741 provides that the required width of any fire apparatus road (fire lane) shall John W. Rants, Mayor Thomas P. Keefe, Fire Chief hose Works shall Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206) 575-4404 • Fa v (206) 57•4439 Page :number City of Tukwila , uhn. Rants, Mayor - W Fire Department Thomas P Keefe, Fire Chief riot ire obstruc. Led i r � ar�y i rrc.1 ud i riy the park ng o f;.;• .• veh 7 c,1 es M i rnimur,i • requ.1 red .Widths ':and .c..l earance:: shall be : uiatjnLdined at all L'.irnes: Any overlooked hazardous condition and/or violation of the adopted Fire or .. Bu i l d i n g .: Codes does not imply approva.l. such condit• ion.'or• violation. 'ours - ruIyy Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone; (206) 5754404 • Fa • (206) 5754439 City of Tukwila Department of Community Development March 12, 1997 Crystal Kolke Ro bert Fossatti Associates Contulting Engineers • • • , 2212 Camas Circle S.E. • , Renton, WA ,98055 • . ' Regarding: 97-T-03: Pyramid Pointe Apartments Bldg A (D97-0068) • Dear Crystal Kolke: . . Please do structural review per U.B.C., 1994 Edition. Sincerely, 5 Shellie L. Bates Permit Technician 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax. (206) 4313665 City of Tukwila March 12, 1997 Dear Mr. Laboda: Sincerely, Kelcie J. Peterson Permit Coordinator File: ' D97 =0068 a . • PRE94 -050 Department of Community Development Steve Lancaster, Director Mr. Charlie Laboda Dally Homes, Inc. 3316 Fuhrman Avenue East Seattle, Washington 98102 SUBJECT: Development Permit Application Number D97 -0069 Pyramid Pointe Apartments - Building B S 153 St & 57 Av S This letter is to inform you that your permit application received at the City of Tukwila Permit Center on March 6, 1997, was reviewed at the March 11, 1997, plan review meeting. Your application was determined to be complete. Your permit has begun the plan review process, you will be notified of any required corrections or when your plan is approved. If you have any concerns or questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. 146,e ie/t,s7i)• 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 NO TOTAL GLAZJNG AREA Ila ENRGYCOD.DOC 2/13/97 810 58PM TUKWILA DCD /PN , CITY Dl, TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH 1. HEAT SOURCE: i.1. C1 C (gas, oil, propane, heat pump, electric) 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back of this sheet) WINDOW 3OI IEDULE GLAZING /GKYLIGI_IT_O DV TYPE MANUFACTURER FRAME MATERIAL TOTAL CONDITIONED FLOOR AREA S.F... ,7 - MODEL # TOTAL GLAZING AREA 44 (add entire column) S.F. x 100 = PROPOSED GLAZING PERCENTAGE 11- P.2/9 H -15 ACTIVITY #: ^ q 7 00 / U SIZE U -VALUE AREA S.F. The proposed glazing percentage must be less than or equal to the glazing percentage listed undiktED prescriptive option that Is selected. CITY OF TUKWILA MAR 0 6 1997 PERMIT CENTER • 41AR 05 '97 02: 01.PM TUKWIL DCD/PW CHAPTER 6, PRESCRIPTIVE OPTIONS • FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I i eArk-ar. . 1 ..........,p-_,+.‘Attal9t.',1r,i;:e. !'.'q'-';',Iii`3':- •••,•-, '... ; , .Ceilings;ic .'?';-r..r. • 5 t IP; etelliiAfidoit,....VFRI:38?,,m1: r,..tif,t.?, i v.:ri.,y ,.,,.. ,4 te , ,..es,F3,-; - ! 3,.y....,,, ..:7h.....,.... .1 :417';:l'I i1).:,i1,44.!. t)x..,. ..'. ,, l,:. '' ' ::' ••• ... nil, i T .... . :: ;1 .. ..:,..1...r my . 1 ...... bcfyR, qui .. , .,.. hr.b M.• 4 vbeigitgr .„ /10 , : . ` . T .Ii • j j ); .: ^'; ■C iv". „ ••. 0g.tOrkri'll'ill ,41 A • sal •,•11 • "V:',1:0: .05k#1000::: OPT I 0 HEAT SOURCE: ELECTRIC (except heat pumps) OPT II 4 tA :1 • • • P 0 •,••■ 4, 1 . ' f• ••• ". " ; • tY 1. • r OPT III 0 OPT IV 0 (•,1, y•• " • " OPT V 0 OPT VII* 0 .A •.• rt. P.4/9 OPT VI 0 4' 0.35 •• • , ■ , • • • . v y..• • • .••:. h!V: • OPT VIII* • 0 PM.MI • :" Cr/e • 6:3'2' • • . :2 • < two stories R5 foam sheeting required in addition to R19 cavity insulation. Glazing trade may be made if the Option U-value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. YES El NO Option choice. Notes: ENRGYCOD.DOC 2/13/97 a■no...■•••■•■■MMINIMR■11•111•••■•••••••■•••••■ may he a batter ••■•••••■■•••■•■•■•• Approved by: Date: RECEIVED CITY OF TUKWILA . MAR 0 6 1997 PERMIT CENTER TRIAD PROPERTIES LLC June 29, 1999 Jim Morrow Director of Public Works City of Tukwila Re: Pyramid Pointe -Sewer Takeover/Permit #D97-0068 Dear Jim, We have installed an 8-inch sewer line at Pyramid Pointe Apartments consisting of 402 lineal feet of SDR35 ASM3034 and 5 type II 48" manholes. This City main connects the Hampton Heights and Heatherwood Apartments. We would like to have the City of Tukwila take over the ownership and maintenance of this sewer line. Please be advised that there is a 2-year maintenance bond in place for warranty work. Tha g you for your coo eration. p o a ide President ❑ Exhaust ventilation sha I be provided for each dwelling unit as follows S. 302): LOOATION MINIMUM AT .25 W.G. MFR. /MODEL FAN LABEL CFM (.1 W.G. KITCHEN FAN 100 CFM !' /�' irl &; ‘'e' A50, ,/ BATHROOM FAN 50 CFM 50 CFM"tt NIVI `I6 - e p a' , BATHROOM FAN BATHROOM FAN 50 CFM LAUNVHY FAN 50 U M 14(irtikA &r 5 ❑ WHOLE HOUSE FAN* 'i5e 50 CFM (1 -2 BEDROOMS) (CHOOSE ONE) 0 80 CFM (3 BEDROOMS) 0 100 CFM (4 BEDROOMS) ow, t p' ft ❑ *Whole house fan also serves as a kitchen or bath spot fan: 0 YES • NO If a s•ot fan is desi•nated as a whole house fan, the ca•aci shall be the lar•er CFM re•uirement. 4 Whole house fan: Location attic fan is closer than 4' to 0 Whole house fan is listed (J Whole house fan wiring 0 Whole house fan shall OfrittlY0Yl .Sone rating "for Continuous use." routed to central location. Kitchen rate 25CFM, bath & ( 1.5 if ceiling) /labeled for control run continuously: __1 laundry rato 20CFM. El Integrated forced -air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instead of a whole house fan and fresh air inlets in the bedrooms: 0 YES • NO 0 If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run from the building exterior to the furnace return plenum. ® Mechanical ventilation fan ducts shall be > 4" and properly sized using IAQC, Table 3 -3. ❑ Fresh air shall be provided for each unit as follows: (1AQ Code, S. 302.6.1): • Each bedroom: Tested, screened, controllable, through -wall port (_ 4 sq. in.) to the exterior. e Overall living area: Om) wall port as specified for bedrooms. OR: RECEIV ❑ Central forced air furnace which delivers outside makeup air through the ducting system. CITY OF T MAR 05 '97 ENRGYCOD.DOC 2/13/97 02 :03PM TUKNILi 1CD /FN CITY OF1 UKWILA Permit Center 6300 Southcerrter Boulevard, Suite 100, Tukwila, WA 88188 Telephone.' (206) 431 -3670 P. 5/9 H -15 ACTIVITY #: c17-060F MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51 -13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. lrr additiurr, exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. ED KWILA 1997 PERMIT CENTER Project Pyramid Point Proj. No. 94103 Window Schedule Glazing /Skylight By Type Unit Type Manufacturer Frame Material Model No. Stze Quantity U -Value Area S.F. total S.F. Unit A Millgard Vinyl 5120 6040 2 0.49 24.00 Millgard Vinyl 5120 6050 1 0.49 30.00 Unit Ab Millgard Vinyl 5120 2650 1 0.49 12.50 Millgard Vinyl 5120 6040 2 0.49 24.00 Millgard Vinyl 5120 6068 1 0.49 ' 40.00 76.50 Unit B Millgard Vinyl 5120 5040 2 0.49 40.00 Millgard Vinyl 5120 8050 1 0.49 40.00 80.00 Unit Bb Millgard Vinyl 5120 5033 2 0.49 32.50 Millgard Vinyl 5120 6040 1 0.49 24.00 Millgard Vinyl 5120 8050 1 0.49 40.00 96.50 Unit C Millgard Vinyl 5120 4040 1 0.49 16.00 Millgard Vinyl 5120 5040 2 0.49 40.00 Millgard Vinyl 5120 6040 1 0.49 24.00 Millgard Vinyl 5120 8040 1 0.49 32.00 Millgard Vinyl 5120 8050 1 0.49 40.00 152.00 Unit Cb' Millgard Vinyl 5120 4040 1 0.49 16.00 Millgard Vinyl 5120 8050 1 0.49 40.00 Millgard Vinyl 5120 5033 2 0.49 32.50 Millgard Vinyl 5120 6040 1 0.49 24.00 Millgard Vinyl 5120 8033 1 0.49 26.00 138.50 Unit 0 Millgard Vinyl 5120 4040 1 0.49 16.00 Millgard Vinyl 5120 5040 3 0.49 60.00 Millgard Vinyl 5120 6040 1 0.49 24.00 Millgard Vinyl 5120 8050 1 0.49 40.00 Bldg. Type I Unit Mix Quantity Glazing Area total /S.F. U -Value Ua A 1 54,00 54.00 0.49 26.46 Ab 1 76.50 76.50 0.49 37.49 B 2 80.00 160.00 0.49 39.20 Bb 1 96.50 96.50 0.49 47.29 C 2 152.00 304.00 0.49 74.48 Cb 2 138.50 277.00 0.49 67.87 D 1 140.00 140.00 0.49 68.60 bldg. total 1108,00 361.38 Bldg. Type II Unit Mix Quantity B 3 80.00 240.00 0.49 39.20 Bb 2 96.50 193.00 0.49 47.29 C 3 152.00 456.00 0.49 74.48 Cb 2 138.50 277.00 0.49 67.87 bldg. total 1166,00 228.83 Page 1 54.00 140.00 RECEIVED CITY OF TUKWILA MAR 0 6 1991 PERMIT CENTER \ \•' • O 10 N\ • kip t k*** ** * **** 141.1( e...< * . . e <, < < <..� ` * -. 1�1 \ \ *n• \' fit ` \• \\\ [fl i I .(./ . -7 " . "; \ * \ , •,. 1 i I • * \'\ ' i i . .\\ \ \,,f., g \\ \ ,,, „,i..,, , , ,..,,„ ,. . ..„ . ,„ . 4., wit 4 ,..., , . , l' 4 t t 4 1 ii; C" 1 )‘• \ '' l"... ., ..,..1 . . .F . . . . . , . . I! •'' 1 / . ://1 . ' • • .0� • "77�� R�.rYIr •L J. • • 0 L 1›, • , -; • I 1 • 2 1 • t • : • .) o • • • • • • ".: TrA '• • I • 4 ; - ,...,.,. ......•.. ..,.. ; : 1 . , . ..• . , • •.. ... , , • _ • ..• .. ... •c ., •... .... .........,. ••••• ...•.....:• m• •• ,. . ...... ,.. . ......--:-- ,....: r1 IP 0 ' cic.3 , LP : Lp \--.4- . ...4 0 1. v 14..NZED iffert itt i. :\, ,, N I .. LP , It. LII ..4 Air ot t... ‘,■•• 1 leaza ,k .iii4r •, , i i . a 1 p • : r 4 Ur • • :" ";. ' .4 SEP-24-1997 10; 42 FROM DALLY 'COMPANIES TO' • '• . • TO OISiPLAY CERTIFICATe71 • . . , .• ; TOTAL P.01 A. 1 ~ i muss. FER IhL / DeA F7 � ABoV 57A /4 "4y I -✓R4.LS (77i / 5•g' Tw, `k' E $OFF /r • S7A /Ii- •f ce/t /xhs (IY1 ROOF SYSTEM (GLASS S CO INGLE �\ h;PC51TION HNGLE SYSTEM 30* BUHLDNG PAPER 1/16' MB/PLYWOOD SHEATHING Tf31SSE5 R -38 BLOJN -N INSULATION 5B' GLB 7 7 FLOO R SYSTEM 1 3/, 6,- It 3/4' TAG PLYWOOD 5U-- 1..00R / N. FLOOR JOISTS 5, G i R- 131NSULATION g 2 LAYERS OF TYPE 'X' GLIB OVER R.C. CHARNELS AT 24' oc UNIT 'C' SLAB ON GRADE 4' CONCRETE SLAB 6 MIL VAPOR BARRER 4' GRAVEL BED BLDG. TYPE I - BLDG. SECTION BAab� V4 + I'-O' St&. Stor. v 1 TOP OF Pelt . ,. TOP OF PATE EXT. ALL SYSTEM AT 5 ORAG SIDING 6' BUaor -Kx PAPER UT CAE. dND. STUDS AT 16' ot UNO. 5/S' GUE TOP CF Ark AB AT MAN FLOOR TYP S Al - ' . >' • LL� � I NR WALL. 5r5TP1J HAKDI PLANK 5 / Oils C� IS' /3U /4.O/re, PAPS. 5 43" TYPE " X" hYP S MFA - T,/ 1,4 05a ( HO) P - 1'1 (3 ATT 11,..1 /F7' Oh{ '/ TNTC—fiRAL- v P- 57710, CY_ /6" cyG. (u - c ) EXT. WALL. SYSTEM SIDING B. SLALOM PAPER V2' O.5$. UNO. STUDS AT IV oc UNO. RAE BATT NSAY.. W/ INTEGRAL VB. 58' RIB UNIT 'B' UNIT 'B' ROOF SYSTEM (CLASS C) CCMSFOSITICN S+4P j.E SYSTEM 30° BUILDNG PAPER 1/16' OSB/PLYWOOD SHEATHNG MFG. TRUSSES R -36 BLOWN -IN NSULATION 5/S' GUS T UNIT 'B' ( FLOOR SYSTEM 314' TAG PLYWOOD SUBFLOOR MFG. FLOOR JOISTS R -B INSULATION -/ g 2 LAYERS OF TYPE 'X' RUB OVER RC. CHARNELS AT 24' oc ` SLAB ON GRADE' 1 4' CITE SLAB 6 MIL. VAPOR BAKER, N. 4' GRAVEL LED % N. • TYPE T - L DG SEC'T'ION eraw RI . 1 TOP G PLATE TOP G PLATE B 2 v7 161.5 / TOP G SLAB '- .- TOP OF SLAB o +d C i ' 2 ? \ n- Y NI?EIECEIVED ��„ CITY OF TUKWILA d7 AUG 2 8 1997 PERMIT CENTER •U I, SHEET TYP. ROOF SEE BUILDING SECTION FOR CONSTRUCTION r MM. CLR FOR VENTING 2X BLOODING WITH (3) 2' o ROLES IAN SCREEN EXPOSED TAIL TYP. GUTTER FASCIA PER ELEVATION TYP. EXTERIOR STUD WALL SEE BUILDING SECTION FOR CONSTRICTION TYP. EXTERIOR STUD WALL SEE BUILDING SECTION FOR CONSTRUCTION TYP. FLOOR FRAMED SEE FRAMING PLANS AND BUILDTO SECTION FOR CONSTRICTION TYP. EXTERIOR STUD WALL SEE BUILDING SECTION FOR CONSTRUCTION TYP. FLOOR FRAMING SEE FRAMING PLANS AND BUILDING. SECTION FOR CONSTRUCTION TYP. EXTERIOR STUD WALL SEE BUILDING SECTION FOR CONSTRUCTION TYP. CONCRETE SLAB 4' CONIC W/ EX6 10X149 IMF 6 MIL VAPOR BARRIER 4' GRAVEL MTL. FLA5MFI i 1 -IR' RIGID INSULATION W/ P.T. 2x4 FLAT STUDS ROOF DRAINAGE - TIGHTLME TO STORM DRAIN SYSTEM TYP. FOUNDATION DRAIN 4' PERF DRAIN WITH FILTER IN GRAVEL BED TYPICAL ROOF CONSTRUCTION END TRIES DROPPED FOR 4X2 OUTRIGGERS SEE ELEV. OVERNANG PER PLAN OVERHANG FEW PLAN 1X3 TRIM 2X BARGE TYE. SEE PLAN WALL SECTION "E" ar'. r.e THWEOS2N TNWEO84N Te1WE006N THWE'JOSN TNWE006N THWEOQ8N THWEOTSN L SECTION "D" TYP. ROOF CONSTRUCTION SEE FRAMING PLANS AND BUILDING SECTION POP. CONSTP,ICT-_,,, CONTINUOUS DRAFTSTOP - TYP. EXTERIOR WALL CONSTRUCTION TYP. EXTERIOR STUD WALL SEE BUILDING SECTION FOR CONSTRUCTION TYP. FLOOR FRAMING SEE FRAMING PLANS AND BUILDING SECTION FOR CONSTRUCTOR 3' CLOD. VENT TYP. DECK FRAMING FLUID APPLIED WATERPROOFING SYSTEM OVER IR' CROSS BANDED EXT. PLY. OVER 5/S' CDX PLY. OVER JOISTS AT IN oc OVER 515' TYPE 'X GYP. SOFFIT BOARD TYP. EXTERIOR STUD WALL SEE BUILDING SECTION FOR CONSTRUCTION TYP. FLOOR ERASING SEE FRAMING PLANS AND BUILDING SECTION FOR CONSTRUCTION 3` CONT. VENT TYP. DECK READING G FLUID APPLIED WATERPROOFING SYSTEM OVER I/2' CROSS BANDED EXT. PLY. OYER 515' CDX PLY. OVER JOISTS AT I6' VV OVER WIN' I r F'!= 'X GYP. SOFFIT BOARD I I POUR ASSEMBLY PER I 9 NBC 54 TABLE 1 -C, TYP. EXTERIOR STUD WALL SEE BUILDING SECTION FOR CONSTRICTION TIP. CONCRETE SLAB 4' COED WI 6X6 10X10 ISLE 6 MIL VAPOR BARRIER 4' GRAVEL 2x10 TREATED PLATE - OFFSET 3/4' 2 RIGID INSULATION THWE044N III IIIfIlll " il_g1111E I E111II11111 WALL SECTION "C" aw. rr TYPICAL ROOF CGF1ST vICTI N END TRUSS DROPPED FOR 4X2 OUTRIGGERS 1X3 TRIM 2X BARGE 1YP. SEE PLAN TYP. EXTERIOR STUD WALL SEE BUILDING SECTION FOR CONSTRICTION TYPICAL ROOF CONSTRICTION TYP. FLOOR FRAMING SEE FRAMING PLANS AND BUILDING SECTION FOR CONSTRICTION CONTINUOUS FIRESTOPPING PROVIDE VERTICAL FIRESTOPPING AT 10' -0' MAX OL. AT PARTY WALL AIRSPACE TYP. TYP. STUD PARTY WALL SEE BUILDNNG SECTION FOR CONSTRUCTION TYP. STUD PARTY WALL SEE BUILDING SECTION FOR CONSTRICTION TYP. FLOOR FRAMING SEE FRAMING PLANS AND BUILDING SECTION FOR CONSTRICTION CONTINUOUS FIRESTOPPING PROVIDE VERTICAL FIRESTOPPING AT 10' -0' MAX O.C. AT PARTY WALL AIRSPACE TYP. TIP. STUD PARTY WALL SEE BUILDING SECTION FOR CONSTRICTION TYP. CONCRETE SLAB 4' CONIC W/ 6X6 IEXI0 II.UE 6 MIL VAPOR BARRIER 4' GRAVEL li Is iAI ___ I .' 1Ii�iHIiI1I1. r f. 0- r roll ..11 ..... ► 0 a 01 VII THWEOI4N D IN IIAI� II IIiili= II11IL _i l WALT. SECTION "B" TYP. ROOF CONSTRICTION SEE FRAYING PLANS AND BUILD SECTION FOR CONSTRICTION CONTINUOUS DRAFTSTOF ABOVE PARTY WALL - TYP. CONTINUOUS FIRPSTOPPING PROVIDE VERTICAL FIRESTOPPING AT 10' -0' MAX OL. AT PARTY WALL AIRSPACE TYP. TYP. STUD PARTY WALL SEE BUILDING SECTION FOR CONSTRICTION TYP. FLOOR FRAMING SEE FRAMING PLANS AND BUILDING SECTION FOR CONSTRICTION CONTINUOUS FIRESTOPPING PROVIDE VERTICAL FIRESTOPPING AT 10 MAX DL. PARTY WALL AIRSPACE TYP. ®!' III I IINII°II�II man II= IIIIIi-, THWEO78N WALL SECTION aa.r� TYPICAL ROOF CONSTRUCTION END TRESS DROPPED FOR 4X2 OUTRIGGERS D6 TRIM 2X BARGE TYP. SEE PLAN TYP. EXTERIOR STUD WALL SEE BUILDING SECTION FOR CONSTRUCTION TYP. EXTERIOR STUD WALL SEE BUILDING SECTION FOR CONSTRICTION TYP. FLOOR FRAMING SEE FRAMING PLANS AND BUILDING SECTION FOR CONSTRUCTION TYP. EXTERIOR STUD WALT SEE BUILDING SECTION FOR CONSTRUCTION TYP. CONCRETE SLAB 4' CONIC WI 6E6 10X10 III;F 6 MIL VAPOR BARRIER 4' GRAVEL MTL. FLASHING 11/2' O D 'NSII' ATION W/ P.T. 2x4 FLAT STUDS ROOF DRAINAGE - TIGRTLME TO STORM DRAIN SYSTEM TYP. FOUNDATION DRAIN 4' PERT DRAW WITS FILTER IN GRAVEL BED RECEIVED CITY Of NK4VILA MAR nb MgD PERMIT CENTER SHEET P BAFFEL - EMEND 6' ABOVE BATT. INSUL. OR IT ABOVE BLOuN INSUL. TYPICAL ROOF CONSTRUCTION 2' MIN. CLR FOR VENTING 1X BLOCKING WITH (3) 2' $ HOLES WITH SCREEN SEE ELEVATION EXPOSED TRUSS TAIL TYP. GUT ER FASCIA PER ELEVATION TYP. EXTERIOR WALL CONSTRUCTION TYP. EXTERIOR STUD WALL SEE EWILDING SECTION FOR CONSTRUCTION TYP. FLOOR FRAMING SEE FRN"IIINS PLANS AND BUILDING SECTION FOR CONSTRICTION TYP. EXTERIOR STUD WALL SEE EUILDNG SECTION FOR CONSTRICTION TYP. FLOOR FRAMING SEE FRAMING PLANS AND BUILDING SECTION FOR CONSTRUCTION TYP. EXTERIOR STUD WALL SEE BUILDING SECTION FOR CONSTRICTION TYP. CONCRETE SLAB 4' LONG WI 6X6 69X10 IULF 6 MIL VAPOR BARRIER 4' GRAVEL MTL FLASHING I -I/T' RIGID INSULATION WI P.T. 2x4 FLAT STUDS ROOF DRAINAGE - TIGHTLRE TO STORM DRAIN SYSTEM TIP. FOUNDATION DRAIN 4' PER= DRAM WITH FILTER IN GRAVEL BED THWE006N THWEO 7N THWEOO1N THWE080N THWE006N THWE087N THWE078N 1X3 TRIM GIRDER TRUSS - SEE STRUCTURAL 5/8' TYPE 'X' GYP SOFFIT BOARD 3' CONT. VENT TYP. EXTERIOR WALL CONSTRUCTION 2X BARGE TYP. SEE PLAN O x 0 ± TYP. BALCONY RAILING TYP. EXTERIOR STUD WALL SEE BUILDING SECTION FOR CONSTRUCTION O 3' CONT. VENT 0 BEAM SEE STRICT. 5/8' TYPE 'X' GYP SHEATHING TYP. DECK FRAMING FLUID APPLIED WATER ROOtI`.`z SYSTEM OVER IR' CROSS BANDED EXT. PLY. OVER 5/8' CDX PLY. OVER JOISTS AT 16' oc OVER 5/8' TYPE 'X GYP SOFFIT BOARD TYP. BALCONY RAILNG TYP. EXTERIOR STUD WALL 0 SEE BUILDING SECTION FOR CONSTRUCTION O 3' CONT. VENT REAM SEE STRICT 5/8' TYPE 'X' GYP. SHEATHING TYP. CONCRETE SLAB 4' GONG W/ 6X6 10X10 VIP 6 MIL VAPOR BIER 4' GRAVEL TYP. EXTEROR STUD WALL SEE BUILDING SECTION FOR CONSTRUCTION TREATED PLATE O WALL SECTION "E" WALL SECTION "I)" aa•. r-o v4•. re TTP. DECK FRAMING FLUID APPLIED WATERPROOFING SYSTEM OVER I/2' CROSS BANDED EM. PLY. OVER W/8' CDX PLY. OVER JOISTS AT 16' ac OVER 5/8' TYPE 'X' GYP. SOFFIT BOARD 111=111=111r- --- 111111 - &1111 1111 1-_ -111 TYP. GUTTER Ix CEDAR TRIM TYP. GUTTER Ix CEDAR TRIM BEAM - WEE STRICT. 5/8' TYPE 'X' GIP —� SOFFIT BOARD 3' CCNT. VENT TYP. EXTERIOR WALL CONSTRUCTION TIP. CONCRETE SLAB 4' CONC W/ 6X6 IERA VIP 6 MIL VAPOR BARRIER 4° GRAVEL WALL SECTION "C" THWE08EN Mai IN tl ) <I�NI Illiti= 1 =1N - 1NN1 ICI II1T INNIR 1= WALL SECTION "B" WALL. SECTIONS 8uW 314 TYPICAL ROOF CONSTi- ._.,:TION 2X BLOCKING WITH (3) 2' I HOLES WITH SCREEN SEE ELEVATION EXPOSED TRUSS TAIL TIP. GUTTER FASCIA PER ELEVATION TYP. EXTERIOR WALL CONSTRUCTION TIP. EXTERIOR WELD WALL SEE BUILDING SECTION FOR CONSTRUCTION I HOUR ASSEMBLY PER (INC 'S4 TABLE l -C TYP. DECK FRAMING FLUID APPLIED WATERPROOFING SYSTEM OVER I/2' CROSS BANDED EXT. PLY. OVER 5/8' COX PLY. OVER JOISTS. AT IN ac OVER, 518' TYPE 'X' GYP. SOFFIT BOARD TYP. EXTERIOR STUD WALL SEE BUILDING SECTION FOR . CONSTRUCTION TYP: CONCRETE SLAB 4' GONG WI NX6 10X10 WAIF 6 MIL VAPOR BARRIER 4' GRAVEL TIP. FOUNDATION DEAN 4' PER= DRAIN WITH FILTER FABRIC IN GRAVEL BED THWERON ii -- 1 I IIII1 llllll- THWE026N WALL SECTION "A" w• • ra TYPICAL ROOF CONSTRICTION 1X3 TRIM 2X BARGE TYP. WEE PLAN 2X4 OUTRIGGERS 4' 00. WITH 2X2 BETIINEN FOR TRIM CONTINUOUS DRAFTSTOP ABOVE PARTY WALL - TIP CONTINUOUS FIRESTOPPING TYP. FLOOR FRAMING SEE FRAMNG PLANS AND BUILDING SECTION FOR CONSTRUCTION CONTINUOUS FIRESTOPPING TYP. WED PARTY WALL SEE EiIILDIW' SECTION FOR CONSTRICTION PRONDE VERTICAL FIRESTOPPING AT 10'-0' MAX O.C. AT PARTY WALL AIRSPACE TYP. TIP. STUD PARTY WALL SEE BUILDING SECTION FOR CONSTRICTION TIP. FLOOR FRAMING SEE FRAMING PLANS AND BUILDING SECTION FOR CONSTRICTION CONTINUOUS FIRESTOPPING PROVIDE VERTICAL FI AT 10' -0' MAX. O.C. AT PARTY WALL AIPACE TYP. TYP. STUD PARTY WALL SEE BUILDING SECTION FOR CONSTRUCTION TYP. CONCRETE SLAB 4' CONC WI NUN 10XI0 WWF 8 MIL VAPOR BARRIER 4' GRAVEL RECEIVED CITV OF TUKWILA MAR 0 6 1997 PERMIT CENTER I [ ( 0 1 — ID CD L x Q QS L i5 M at) U Z v O a -m, TIRE PERMIT SET JOB NO 9403 DATE 3 /5/97 SHEET A P7 et rtl.L I 94103 1 1 ■- 2.ac II IXGe-Stie tlarM IX4hc-fitioe- Ldiert le.a 1/7-"Mbe rLYINee rt-AN '"PARKING LOT SWIPING 7 N i s • f '7(4 , Cer m- TYP HITH si MIMI /NI 0 ow, 6 1 - r-i4a , ekrm I P- a 0 10) Li h4 F s - r la F 1%1 LSLJ FEE 10000-10426-02 / 1\ 0 trxis• SIGN W/ WTERNA,T1CNAL 51T1BOL Of ACCESS 4 AEV. GRADE e NT fzx L / 14 PER PLAN 8' MIN 5 V 17. 1111111111111k. 41111111111111L Iris 15 PER PLAN 8' MEN. 6' CURB WHEEL STOPS PER PLAN MIN. 96' AT VAN PARKING IT X 60' PAINTED STRIPES 24' O.G. 5• HGT. INTEL SYM. OF ACCESS PAINTED 4' STRIFES FE R PLAN C I ACCESSIBLE PARKING STALL STRIPING vr 1300040426-04 NlL F-14 to re,Sals, Ftf,Nres2 !IA 2 t-er-WysTer t' Oc v1 1'2 Mt7F ENIFtW4 rs.1.4eL-L. rYF' lx 12- ivr 11 - L lbw° 10411MEP- M- Y114yL. Illocre4 43 - gef!E 4 I INTERNATIONAL YMBOL OF ACCESSIBILITY ()ACCESSIBLE PARKING SIGNAGE L 50000-1342S-05 7"%1CrT A T T LI L I Ilk' La COMPACT 14 2 e STD. STALL 2'-0' e COMPACT PER PLAN ( -7- 4 PARKING STALL STRIPING '_1/8' 1-0" 0 - K 2- I He\L-L- r LAN k1 [—a '' CURB WHEEL FOOS= PER PLAN PAINTED 4' STRIPES PER PLAN I 1-IGT. PAINTED LETTERS 24' HGT PAINTED STALL NUMBERS 10000-0426-03 iliun cs, I SHEET I 1 A 0 i I. 1 0.11 I 9-41J3 I I .1 STHD 14 4• SLAB ON GRADE W/6 x 6-W1.4 x W1.4 WWF CENTERED IN SLAB STHD 14 STHD 14 STHD 14 STHD 14' 1 5/8" 0 A.B. 0 32" O.C. 7 8" 0 ANCHOR BOLT FOR HD10A ABOVE STHD 14 STHD 14 HPAHD 22 HPAHD 22 HPAHD 22 STHD 14 4• SLAB ON GRADE W/6 x 6-W1.4 x W1.4 WWF CENTERED IN SLAB STUD 14 4• SLAB ON GRADE W/6 x 6-W1.4 x W1.4 WWF CENTERED IN SLAB STHD 14 HPAHD 22 HPAHD 7/8" 0 ANCHOR BOLT FOR 40104 ABOVE HPAHD 22 HPAHD 22 HPAHD 22 4• SLAB ON GRADE W/8 x 6-W1.4 x W1.4 WWF CENTERED IN SLAB HPAHD 22 HPAHD 22 HPAHD 22 HPAHD 22 F20 3'-1 1/2" ° 1 - a ) s 3'-0" 29'-3" STHD 14 STHD 14 S-0" 107-2" 9'-0 1/2" 8'-1 1/2" 2'-1 3/4" BUILDING 1 - FOUNDATION PLAN SCALE: 1/4" = 1'-0" 25-2 1/4" 3'-0" HPAHD 22 22-8" \t, 9'-1" THESE Docipatin REVIEWED FOR DONPORMANSE WIB4 IVE FOLLOWING ORDINANCES STRUCTURAL PEA UN1FORM BUILDWE3SFOOE 0 NONSTRUCTURAL PER UNIFORM MANGO= WAN 51-20EARR..FREE REOLEATiONS THE APPLICANT LS RESPONSIBLE POR CONFORNIANOE WIN ALL APPLICABLE ORDINANCES SuB4EOT TO FIEOUIRIMBNTO AND INTERPRETARONS OF THE GOVERNINO AUTIIORITY. Date In iL 2 - • 177 01ts Out -1 • Z B C- 13 1 /2" 1 NOTES: 1. USE 5/8" 0 ANCHOR BOLTS 5 0.0. _ UNLESS NOTED OTHERWISE 2. CENTER THICKENED SLAB UNDER WALL ABOVE 71-4 SEE ARCHITECTURAL PLANS FOR LOCATION 0) z Lu z z • M 0 c < 0 1— 0_ I. r4 I < N • 0- IL C I 5i; EXPIRE 8/ZA: f 7 4 JOB NO.: 96215 I DATE: a1/4197 SHEET: 2 X 8 S 16" 0.0 W /U26 EA. END HUC410TP STHD 14 CH -6 4 X 10 C -2 3 1/2 X 9 1/2 PSL CS16 STRAP L = 14' SEE NOTE /4 STHD 14 CD -1 3 1/2 x 9 1/2 PSL ■ 2 B I Sib "O.C. I W/U 26 ENDI 4 X 4 POST CS16 STRAP L = 13' SEE NOTE 4 /A35 16 O.C. (2) TJI 2) TJI SHEAR WALL DESIGNATION TYPICAL, SEE 53.2 STHD 14 HPAHD 22 (2) TJI P1 -S STHD 14 HPAHD 22 HPAHD 22 ( 1/2" 6 LAG SETS TO DOUBLE STU STHD 14 1 STRAP LC = 13'SEE STHD 14 B -2 1/2 X 9 1/2 PSL STHD 14 4 X 4 POST HPAHD 22 I-ID104 L = 13' SEE NOTE 4 (4) 1/2 0 LAG BOLTS TO DOUBLE STUD 3 1/2 . x 1/2 PSL HU 4107 - DN 2x8 12" O.C. W/U26 EA. END HPAHD 22 4 X 4 PT POST C516 STRAP L = 13 SEE NOTE 4 CH -4 4 X 10 HPAHD 22 CH -6 4 X 10 4 X 4 POST W/ EPC 44 4 X 4 POST W/ EPC 44 \ 4 X 4 POST , W/ EPC 44 4- ® 161 O.C. /026 A. EN C) - (4) 1/2" d LAG BOLTS TO DOUBLE STUD 29' -6" CH -4 4 X 10 HOLD STUD BACK 1/2' TO ALLOW FOR CONTINUOUS SHEATHING TO WINDOW EDGE. TYPICAL ALL STORAGE ROOM SHEAR WALLS. 4 X 4 PT POST W/ EPC 44 31/ PSL HU 410TEJV "C" (with "D" over) /U26 END m STHD 14 4 X 8 4 X 8 CONTINUOUS OVER SUPPORT 4 X 4 PT POST W/ EPC 4 26' -5" B" ( n 4 X 4 POST \ 8H -3 4 X 106' -6" BUILDING 1 - LEVEL 1 FLOOR PLAN SCALE: 1/4" = 21'- \ AH -2 4 X 8 \ HPAHD 22 CONTINUOUS OVER SUPPORT X 4 PT POST 0/ EPC 44 I ' 11 ' 1! zX S 16 m rl126 a EN m N n HU 4107E W/ EPC 44 „ HPAHD Y � ii HPAHD \HPAHD 22 S 1 O ) NOTES: 1. ALL FLOOR JOISTS TO BE 9 1/2" TJI /15 0 16" O.C. UNLESS NOTED OTHERWISE. 2. ALL EXTERIOR WALLS TO BE P1 -6 UNLESS NOTED OTHERWISE. 3. ALL EXTERIOR WALL STUDS TO BE 2 x 6, INTERIOR STUDS TO BE 2 x 4, UNLESS NOTED OTHERWISE. 4. ADD BLOCKING AT ALTERNATE BAYS. ADD CS16 STRAP OVER JOISTS, BLOCKING AND RIM JOIST. SHEET: 0 EXPIRES 8/23/ y7 JOB NO.: 96215 DATE: 6,10797 1 9 ♦rra U ■ L� 1 CS16 STRAP L = 13' SEE NOTE 4 D -2 3, 1/2 X 9 1/2 PSL CS16 TO WALL BELOW (2) TJI D -1 3 1/2 X 9 PSL (2) TJI HDBA TO HD8A OS TOP OF WALL BELOW SEE CS16 STRAP L = 13' SEE NOTE 4 1/2 X 9 1/2 PSL CS16 TO WALL BELOW MST48 TO WALL BELOW SEE MST48 TO WALL BELOW MST48 TO WALL BELOW MST48 T BELOW A DH- MST60 TO WALL BELOW 8 P1 -4 \_DH -1 4 X 8 MST48 TO WALL BELOW 4 X 4 POST D 29' -6" 8 -4 1 DH -1 4 X 8 I P1 -4 t MST48 TO WALL] I BELOW MST48 TO ALL BELOW 1 MST60 TO WALL BELOW Pt -fit 1 / 4 X 8 0516 TO WALL BELOW 435 HOLD STUD SACK 1/2' TO ALLOW FOR CONTINUOUS SHEATHING TO WINDOW EDGE. TYPICAL ALL STORAGE ROOM SHEAR WALLS. 26 -5 LL 4 X 4 POST 4 X P E P1-4 \ —MST46 TO WALL BELOW 811 -4 4 X 8 106' -6" C516 TO WALL BELOW AH -1 4 X 10 21' -1" AH -1 4 X 10 MST48 TO WALL BELOW X 8 BUILDING 1 - LEVEL 2 FLOOR PLAN SCALE: 1 /4' = 1' -0" 2 x a STUDS, (3) SIDES OE STORAGE ROOM, TYPICAL MST48 TO WALL BELOW SHEAR WALL DESIGNATION TYPICAL, SEE 53.2 2 x 6 PLUMBING WALL, TYPICAL CS16 TO WALL BELOW 29' -6' 4 X 8 CH -3 4 X 10 0516 TO WALL BELOW -t' A WALL NOTES 1. ALL FLOOR JOISTS TO BE 9 1/2" TJI /15 0 16" 0.C. UNLESS NOTED OTHERWISE. 2. ALL EXTERIOR WALLS TO BE P1 -6 UNLESS NOTED OTHERWISE. 3. ALL EXTERIOR WALL STUDS TO BE 2 x 6, INTERIOR STUDS TO BE 2 x 4, UNLESS NOTED OTHERWISE. 4. ADD BLOCKING 0 ALTERNATE BAYS. ADD CS16 STRAP OVER JOISTS, BLOCKING AND RIM JOIST. .`.L.t ,EXPIRES B/23/w JOB NO.: 96215 DATE: (o /0/97 SHEET: S1.3 CS16 BELON 0 WALL I \— 2 x 6 PLUMBING WALL. TYPICAL It BH-2 4 X8 qlr CS16 L = ' .-SHEATH TRUSS L = 7' TZP gd7 RB-1 5 1/4 X 7 1/4 PSL SHEATH TRUSS "—SHEATH TR 4 93.2 al1 1 12V w 5 1/4 X 7 1/4 PSI. 4.2 2 93. S3 —1 1 csit io w BELOW (1) .A35 (1) A35 —/ CH-3 4 X 10 0516 TO WALL—/ BELOW SEE TYPICAL HOLD STUD BACK 1/2 TO ALLOW FOR CONTINUOUS SHEATHING TO WINDOW EDGE. TYPICAL ALL STORAGE ROOM SHEAR WALLS. 29'-6' 4 X 8 C" CS16 L = 3-O WALL TOP PLATE TO TRUSS NOTE NAIL STRAP TO WALL TOP PLATE PRIOR TO PLACING TRUSS CS16 TO WALL BELOW SEE \.... CS16 TO WALL BELOW MST48 TO win I- BELOW 150 TYPICAL Drl- OD Gzr CS16 TO WALL--' ON BELOW TOR GE U OSI, TSP AC TL BELOW7 WALL 4 X 8 BH-2 4 X 8 2C-5" ''B" CS16 TO WALL BELOW BH-1 4410 106-6" 2V-1" GIRDER TRUSS SHEATH TRUSS L= 6' RB-1 SIM 2 X 8 RAFTERS 0 24 O.D. BUILDING 1 - LEVEL 3 FLOOR/ROOF PLAN SCALE: 1 /4" = 1'— P AC) , D ,/s ( ,5 7)B 3 LOCk INC PANELS PER CH-7 4 X 8 SHEATH TRUSS L - GIRDER TRUSS GIRDER TRUSS TRUSSES S 24" 0 C STAGED AREA INDICATES DUMM Y FRAMING OVER RD, BELOW /7— ROOF SHEA rmiNG TO BE CONTINUOUS UNDER DUMMY ,AMING, T,ICAL iN \ , Th16 L = 1 7 -2 X 8 RAFTERS 0 24" C NOTES: 1. ALL FLOOR JOISTS TO BE 9 1/2" TJI/15 0 16" 0.0. UNLESS NOTED OTHERWISE. 2. ALL EXTERIOR WALLS TO BE P1-6 UNLESS NOTED OTHERWISE, 3. ALL EXTERIOR WALL STUDS TO BE 2 x 6, INTERIOR STUDS TO DE 2 x 4, UNLCSS NOTED OTHER C co EXPIRES 8123/97 1 JOB NO.: 96215 DATE: 64/97 SHEET: St 4 . . . GIRDER TRUSS SHEATH TRUSS L= 10' TRUSSES U 24 O.0 RB -1 5 1/4 X 7 1/4 PSL RB -1 5 1/4 X 7 1/4 PSL - SHEATH TRUSS L = 4' ROOF SHEATHING TO BE CONTINUOUS UNDER DUMMY FRAMING, TYPICAL SHEATH TRUSS ` - C516 L = 3' SHADED AREA INDICATES DUMMY FRAMING OVER ROOF BELOW 1) BvILUIIV G i — UPPER ROOF PLAN SCALE: 1 /4" = 1' -0" L NOTES: 1. FOR ROOF SHEATHING AND NAILING SEE NOTE F.4. SO 1. w F- M z f- z 0 n cr I JOB NO.: 96215 DATE: (Pf/o /97 sip to SHEET: 1 SPREAD FOOTING SCHEDULE MARK DIMENSIONS "A" "B" "t" REINFORCING EACH WAY COLUMN SERVICE LOAD, K REMARKS F2.0 2' -0" 2' -0" 12" (2) #4 00 F2.5 2 -6" 2' -6" 12" (3) #4 12.5 F3.0 3' -0" 3' -0" 12" (3) #4 18.0 4" SLAB ON GRADE ® SIM CONDITION THICKENED SLAB SCALE: 3 ° CONCRETE FOUNDATION AT SLAB ON GRADE SCALE. 3/4" = 1 -0" 1 s" 24" B SIM (2) #4 0 TOP #4 J (V) 0 16" 0 - C. (ALT. BENDS) (2) #4 CONT. O HOLDOWN DETAIL AT THICKENED SLAB SCALE: 3/4" = I -0" O FOUNDATION DETAIL SCALE. 3/4" = 7' -0' 0 FOUNDATION DETAIL SCALE: 3/4" = V -0" iQ RETAINING WALL SCALE: 3/4" = 1' -0" FOUNDATION AT EXTERIOR SLAB ON GRADE a J SCALE 3/4" = 1' 0 3 CLR 4" S 0 -G.--\ #4 _10 12" O.C. 1 -1/2' CLR #4 B 12" O.0 ( N k A/B SEE SCHEDULE CD TYPICAL SPREAD FOOTING SCHEDULE SCALE i1 RETAINING WALL SCALE: 3/4" = (2) #4 ® TOP EA. FACE 8" MI 10 #4 J ® 12" O.C. N 12" 0-C. NORMAL FOOTING REINFORCING, PER PLANS AND SCHEDULE 3 -1/2" x 9 -1/2" PSL BEAM SEAT: 3/16" PL ALL SIDES, W /(2) 1/2" 0 x 6" EPDXY GROUTED STUDS ADD BARS TO MATCH NORMAL REINFORCING LINE OF EXCAVATION CONCRETE WALL INTERIOR BEARING WALL CD TYPICAL STEPPED FOOTING SCALE: 3/4" = 1' -0" O THICKENED SLAB AT PARTY WALL SCALE: 3/4" = 1' -0" NORMAL FOOTING REINFORCING, PER PLANS AND SCHEDULE GEN ERAL STRIJCTORAL NOTES (THE FOLLOWING APPLY UNLESS SHOWN OTERHW9SE ON THE PLANS) A. GENERAL 1. AI I MATERIALS WORKMANSHIP DFHION AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS. SPEGFICATIONS, AND UNIFORM BUILDING CODE (1994 EDITION). 2. STRUCTl1RAI DRAWAUD SI- `,LL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DIECREPANCIES PRIOR TO CONSTRUCTION. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AN'v DIMENSIONS OF DOOR AND WINDOW OPENINGS. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURAL COMPONENTS UNTIL ALL FINAL r_N,N,FCTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 4 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE ME10505. TECHNIQUES, SEQUENCES. PROCEDURES REQUIRED TO PERFORM HIS WORK STRUCTURAL DESIGN OF THE BUILDING IS BASED ON RESISTANCE TO DEAD LOADS, CODE SPECIFIED LATERAL LOADS AND MAXIMUM EXPECTED SERVICE LOADS NO CONSIDERATION HAS BEEN GIVEN TO LOADS WHICH WILL BE INDUCED BY ERECTION PROCEDURES B DE9GN�AflAAIA 1 DESIGN LOADS ROOF LIVE LOAD 2,, PSF FLOOR - LOAD (RESIDENTAIL) 40 PSF STAIR AND CORRIDOR LIVE LOAD 100 PSF WIND 80 MPH, EXPOSURE "B EARTHQUAKE ZONE 3 •ALLOWABLE SOIL PRESSURE 2000 PSF _ATER.AI EAR, . 22____22_ __ PS •SQ REPORT RFFFRENCE GEOTECH CONSULTANTS. INC. REPORT OF MARCH 20 1995 C FOUNDATION 1 FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH OR CONTROLLED, COMPACTED STRUC XULPILLARDA n TH AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE MATERIAL 10 BE COMPACTED TO 95% MINIMUM OF MAXIMUM DRY DENSITY AS DETERMINED Br AS, D1557. 2 BACKI I L BEHIND ALL WALLS WITH WELL DRAINING, GRANULAR FILL MATERIAL AND PROVIDE PERFORATED PIPE DRAINS AS DESCRIBED IN THE SOILS REPORT BACKFILL BEHIND WALLS SHALL NOT BE PLACED BEFORE THE WALL IS PROPERLY SUPPORTED BY THE FLOOR SLAB, OR TEMPORARY BRACING ALT. FOOTINGS SHALL BE CENTERED BELOW CENTERLINE OF COLUMNS OP WADS ABOVE, UNLESS NOTED OTHERWISE. 0, CONCRETE UI TMAIF STRENGTH DESIGN PER UNIFORM BUILDING CODE AND ACI 318 -89 "ONC.RETF SHALL ATTAIN A 28 -DAY STRENGTH OF rC = 2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 -1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5' OR LESS A CONCRETE DESIGN MIX MAY BE SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO. SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH UBC 1905 3 NO ADMIXTURES, OTHER THAN FOR AIR - ENTRAINMENT SHALL BE USED WITHOUT PRIOR REVIEW 8r THE STRUCTURAL ENGINEER,. 3. REINFORCING STFF1 SHALL BE DEFORMED BARS CONFORMING TO ASTN 0615 GRADE 40, ly = 40,000 PSI. WELDED WIRE FABRIC. AS, A82 AND AS, A185, SPLICE WITH AT LEAST ONE FULL MESH PLACE AT MID- DEPTH, OR SLIGHTLY ABOVE, OF SLAB MATERIAL TO BE SUPPLIED IN FLAT SHEETS 4 REINFORCING STFFI SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 3 LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS OR 2' -0' MINIMUM PROVIDE CORNER BAPS AT ALL WALL INTER- SECTIONS. ALL HOOKS SHALL BE "STANDARD" IN ACCORDANCE WITH AC 313. • LINFCRCING SHALL NOT BE TACK WELDED __ NIT WELD GRADE 60 REINFORCING. No BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER 5. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS. FOOTINGS AND OTHER UNIFORM SURFACES, EARTH FACE FORMED SURFACES EXPOSED TO EARTH 0.e. WALLS BELOW GROUND) OR WEATHER (#5 BARS OR SMALLER) 1-1/2 - SLABS AND WALLS (INTERIOR FACE` 3/4" E STRUCTURAL STEEL 1. STRUCTURAL STEP DESIGN FABRICATION AND FRFCTION SHALL BE BASED ON THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION, PLUS ALL REFERENCED CODES. 2. STRUCTURAL STEEL SHALL CONFORM TO ASTM 036, Fy = 36 KSI. STEEL PIPE SHALL BE SCHEDULE 40 CONFORMING TO ASTM A53, TYPE E OR S. GRADE B. Fy = 36 KSI. STRUCTURAL NOW. SHALL CONFORM TO ASTM A500, GRADE B. Fy - 46 KSI. 3. ANf,HOR ROI TS SHALL CONFORM TO ASTM A307 AND HAVE 90' HOOK. EMBED ANCHOR BOLTS A MINIMUM OF 7" INTO CONCRETE. 4. CONNECTION ROI T5 AND THREADED STUDS AT WOOD /STEEL CONNECTIONS SHALL CONFORM TO ASTM A307 5. Al I WFI DING SHALL BE IN CONFORMANCE WITH RISC AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS USING """ ELECTRODES. WELDS, UNLESS OTHERWISE NOTED, SHALL BE 3/16 CONTINUOUS FILLET WELDS. WELDS SHOWN ON DRWAINGS ARE MINIMUM SIZES. BASED ON PLATE THICKNESS. F. CARPENTRY 1 FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCUB STANDARD GRADING RULES FOR WEST COAST LUMBER, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS. BEAMS AND STRINGERS 2.0E WS PARALAM PSL HEADER AND BEAM „5_ NO 2 STUDS PI AT, & MiSC. l T FRAMING HEM -FIR NO 2 HEM -FIR CONSTRUCTION GRADE PREFABRICA S ID BIB WOOD JOISTS SHALL BE DESIGNED BI THE MANUFACTURER FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. PREFABRICATED SOLID WOOD JOISTS SHALL BE AS MANUFACTURED BY TRUS JOIST McMILLIAN CORPORATION OR APPROVED EQUAL. WEBS MAY BE PLYWOOD OR ORIENTED STRAND BOARD CHORDS SHALL BE LAMINATED VENEER LUMBER (l VL) ALL NECESSARY BRIDGING, BLOCKING PANELS, STIFFENERS ETC. SHALL BE DETAILED AND FURNISHED BY' THE MANUFACTURER. A SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE 'DESIGN SPECIFFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES, TPI -78" BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. THE EFFECTS OF ECCENTRIC LOADING SHALL BE CONSIDERED IN THE DESIGN OF HEEL JOINTS PER `x`CnO.`.' 2343.3 OF THE UBC. LOADING SHALL BE AS FOLLOWS: TOP C HORD RD LIVE LOAD 25 PSF TOP C DEAD L 8 PSF BOTTOM CHOkO DD LOAD 7 PSF TOTAL LOAD 40 PSF WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS (COMPLETE WITH STRESS DIAGRAMS) TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL BY THE ENGINEER PRIOR TO FABRICATION. EAVES, VALLEYS, ETC. TO BE DESIGNED PER APPENDIX CHAPTER 16 OF THE 1394 UNIFORM BUILDING CODE. SUBMITTED DOCUMENTS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL STRUCTURAL ENGINEER, STATE OF WASHINGTON. NON- BEARING WALLS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER. (SUCH AS SIMPSON SEC) TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL APPROVED HANGERS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO THE MAIN GIRDER TRUSS, ALL ROOF TRUSSES SHALL BE FRAMED AND TED INTO THE FRAME WORK AND SUPPORTING WALLS SO AS TO FORM AN INTEGRAL PART OF THE WHOLE BUILDING. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACE ALL TRUSSES. 4. SHFATHLNG ROOF SHEATHING: 7/16° OS8 APA RATED SHEATHING (24/0). LAY UP WITH MINIMUM 1/B" CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE 8d AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. PROVIDE EDGE CLIPS AT 24" O.C. AT ALL UNSUPPORTED EDGES. FLOOR SHEATHING: 3/4" COX T rc G APA RATED PLYWOOD (48/24) NAILED AND GLUED. NAILING SHALL BE 10d AT 6" O.C. AT PANEL EDGES AND 10" O.C. AT INTERMEDIATE SUPPORTS. PLYWOOD SHALL BE LAID WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. 5. Al I W000 PLATES IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE-TREATED TH AN APPROVED PRESERVATIVE. PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS. BLOCKING, ETC.. AND CONCRETE. 6 NOTARONS ON DRAWINGS RELATING TO FRAMING CUPS, JOIST HANGERS AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, SAN LEANDRO, CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURER, MAY BE SUBSTITUTED, PROVIDED THEY HAVE 1.0 APPROVAL FOR EQUAL OR GREATER CAPACITIES. ALL SPECIFIED FASTENERS MUST BE USED AND PROPER -"( INSTALLATION PROCEDURES MUST BE OBSERVED IN ORDER TO OBTAIN IC/30 APPROVED LOAD CAPACITIES, VERIFY no.? THE DIMENSIONS OF THE SUPPORTING MEMBER ARE SUFFICIENT TO RECEIVE THE SPECIFIED FASTENERS. !" WOOD'ERA MINX NOTES - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS. A WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF DIE C) UNIFORM BUILDING CODE. MINIMUM. NAIUNG, UNLESS OTHERWISE NOTED SHALL CONFORM TO TABLE 23 -1 -0 OF THE T ',' UNIFORM [i.e. COOS. -. WAIL FRAMING' A L STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2 x 4 STUDS 0 16" O.C. AT INTERIOR WALLS AND 2 A 6 STUDS 0 16" AT EXTERIOR WALLS. TWO SPITS MINIMUM SHALL DE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS."' "` ^" ^ucu NAZIS ALL NAILS TO BE COMMON OR GALVANIZED_ BOX. z CD uj Cr 2 � 1 z l k z ▪ N L 0 • 4 „, I z I EXPIRES 81231 *}; 1 JOB NO.: 96215 DATE: 607 SHEET: S3.1 SHEAR WALL SCHEDULE IIVM 9NIHLV3HS i1 9M11VN 3003 ONf11VN 01313 9NIN9018 $z. ::? z� c1 -7 1/2" GW8 7 7 NC 16d 0 12" ONE SCE 50 G1 -4 5/8" OR GWB CORE /2" 4 4 NO 16d 0 8 G1 -48 ONE SIDE OR 4 4 YES 16d A 8" G2_7 1/2 G. 6d 7 - NO 16d 0 6' G2 -4 TWO SIDES OR s COOLER FOR 5/8" NO 16d @ 6" 02 -46 TWO SIDES 4 l YES 16d 0 4" P1 -6 6 12 YES 160 0 5' P1 -4 8d 4 12 YES 16d 0 4` 7/16 O.S.B COMMON P1 -3 ONE SIDE 12 YES 162 0 3" P1 -31D 100 3 , YES 1/2" DIA. = 5" COMMON LAG BOLTS 0 8" C KT 0 / SHEAR WALL SEE PLANS 0 ROOF CONDITION SC, E 3/4" = 1' -0" SCALE: 3/4" 1' -0" 1/2" NSA WITH 8d 0 6" 0.C. 0V/DE )3147CICJAk0 47 4LL PANEL DES 10d 0 4" 02 . 14 SHEATHED TRUSS SCALE 3/4" = 1' -0" 12 BLOCKING PER ARCH. DETAILS SEE ELEVATION OVERHANG PER PLAN TJI BLOCKING TYPICAL ROOF CONSTRUCTION H1.0 48" o.c. (3) 8 d TOENAIL 0 EACH TRUSS 8 d B 6" o.c. 0 BLOCKING TYP. EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE BOTTOM PLATE NAILING PER SHEARWAL_ SCHEDULE 10 d 0 6" o. c. PLEAD. TO RIM JOIST PANEL EDGE & FIELD NAILING PEP SCHEDULE TJI RIM JOIST TYP. EXTERIOR WALL CONSTRUCTION W. WALL SHEATHING PER SCHEDULE TYP FLOOR CONSTRUCTION EXTERIOR SHEAR WALL PERPENDICULAR TO FLOOR JOISTS 8d TOENAILS 016" O.C- BOI IIOM FLAIL NAILING PER SHEARWALL SCHEDULE PANEL EDGE & ILING PER SHEAR WALL NA SCHEDULE A35 0 32" O.C. U.N.O. ON PLAN TYP. FLOOR CONSTRUCTOR TYP. WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE SHEAR WALL O PERPENDICULAR TO FLOOR JOISTS SCALE' 3/4` = F -0" 100 0 4" O.C. __ AS REQUIRED a PLYWOOD ROOF CONDITION SCALE. 3/4" = 1' -0 11=1 Elk EXTERIOR SHEAR WALL O PARALLEL TO FLOOR JOISTS SCALE: 3/4" = 1' -0" G (( 1 �, ` SHEAR /PARTY WALL SCALE: 3/4' = 1' -0 8d 0 6" O.C. 15 TRUSS BLOCKING SCALE: 3/4" = 1' -0" (2) 16 d 8 d NAIL. 0 4" o. c. (@ EA. OUTRIGGER & BLOCKING 204 OUTRIGGERS 0 4' 0 C. WOK JOIST HANGER 0 TRUSS �r BARGE & 1x3 TRIM 2x4 BACKER FOR BARGE. NAIL THROUGH SKIP SHEATHING WITH 16d 8d 0 6" 0 C. CABLE END TRUSS 8d 0 12' O C 8d 0 6" O C TYPICAL ROOF CONSTRUCTION TYP. EXTERIOR WALL CONSTRUCT ON WITH WALL SHEATHING PER SCHEDULE BOTTOM PLATE NAILING PER SHEAPWALL SCHEDULE 13 d 0 6" O.C. PLYWO. TO RIM JOIST PANEL EDGE NAILING PER SCHEDULE TJI RIP, JOIST TYP EXTERIOR WALL CONSTRUCTION WITH WALL SHEATHING PER SCHEDULE TOP FLOOR CONSTRUCTION 8d 06" 0 2 x 10 LEDGER W/ Leo RAFTER HANGERS Q ROOF FRAMING DETAIL SCALE: 3/4" = 1' -0" O TYPICAL HOLDOWN STRAP @ FLOORS STALE- 3/4" - I' -0" 11 HOLDOWN AT FRAMED FLOOR SCALE: 3/4" = 1' -0" (2) 16d 0 EA. STUD 2 x 8 RAFTERS 0 24" O.C. (3) 8d TOENAIL 49 EACH RAFTER 80 0 6" O.C. SIMPSON STRAP PER PLAN TJI RIM JOIST NAIL PER MANUFACTURERS REQUIREMENTS c 3/4 x i/2 PSL LEDGER SLOPED W (2) 1/2" B LAG BOLTS 0 16" O.C. MANUFACTURED TRUSSES (3) 8d TOENAIL B EACH TRUSS E PROVIDE BLOCKING PER UBC 2326.12.8 5 -1/4 x 7 -1/2 PSL It. .... ,,,,,,,..... W/U 26 RAFTER HAICOERS 2 < E RAFTER'' 6 P EACH 0 (3) 83 TOENAL CH RAFTER 0 ROOF FRAMING DETAIL SCALE: 3/4" = 1' -0" 2 x10 OF LEDGER W/(2 t , 6 0 16\ 1 NAILS NAILS HUC410 TF ■ 'I• HUC410 TF HU410 TF , Z2`/ STAIR WITH PARTIAL LANDING SCALE: 1/4' = 1. -0" SLOPE FOR STRINGER 8d TOENAILS 016" BOTTOM PLATE NAILING PER SHEAPWALL SCHEDULE PANEL EDGE & NAILING PER SHEAR WALL SCHEDULE TJI A35 0 32 0 C U N 0 ON PLAN TYP FLOOR CONSTRUCTION TIP. WALL CONSTRUCTION' WITH WALL SHEATHING PER :..:HEDULE SHEAR WALL 0 PARALLEL TO FLOOR JOISTS SCALE: 3/4" = 7 -0 1 3/4 x 9 1/2 PSL LEDGER W /(2 1/2" 0 LAG BOLTS 0 16" 0.2. 1 3/4 x 9 1/2 PSL LEDGER W /(2� 1/2" 0 LAG BOLTS 0 16' O.C. HI 0 48" O C 1 3/4 x 9 1/2 PSL LEDGER W /(22 1/2 0 LAG BOLTS 16 0 (4) 1/2 0 LAG BOLTS IU DOUBLE STUD HUC410 TF 1 3/4 x 9 i/2 PSL LEDGER SLOPED W (2) 1/2" 0 LAG BOLTS 0 32" O.C. 1 3 4 x 9 1/2 PSL LEDGER W /(2) 1/2" 0 LAG BOLTS 0 16" O.C. 1 1 ALL SHEAR WALLS SHOWN ON THE FLOOR PLANS APE FOR 'WALLS ON THAT LEVEL. 2 PROVIDE TWO STUDS AT THE ENDS OF ALL SHEAR WALLS. 3. ALL EXTERIOR WALLS TO BE TYPE P1 - -6 UNLESS NOTED OTHERWISE. 4 DO NOT OVERDRIVE NAILS INTO SHEATHING. 5 FOR GWB TYPE SHEAR WALLS. SCREWS ARE NOT AN ACCEPTABLE ALTERNATIVE FOR COOLER NAILS S -2 3 1/2" x 9 I/2" PSL\ 4 HU410 TF HU410 TF STAIRS AND LANDING SCALE: 1/4" - 1' -0" 2 x 10 DF LEDGER / W /(2) 16d NAILS 0 16" O.C. HUC410 TF / HU410 TF 71 HUC410 TF 1/2" PSL SLOPE FOR STRINGER (TYP ) 1 3/4 x 9 1 2 PSL LEDGER W /(2) 1/2" 0 LAG MOLTS 0 16" O.C. 2 x 8 0 16" D.C. /U26 EA. END M a: CALL 2 DAYS BEFORE YOU DIG 1-800 -424 -5555 ESC,CE 3NC 3 D.0 PROPOSED SWALE TO BE USED AS SEDIMENT BASIN - SEE SHT C2.0 EX NORTHEAST BUILDING EX DECK EX SOUTHEAST BUILDING EX VMST, AREAWY FENCE SCALE 1 " =30' LEGEND ASPHALT PAVING CEMENT CONCRETE BUILDINGS SILT FENCE C, /L DITCH CURBING EARTH WALL SAWCUT LINE ROCKERY CONTOUR (INDEX) CONTOUR ELECTRIC UNE GAS LINE SANITARY SEWER LINE STORM 'DRAINAGE LINE TELEPHONE UNE WATER UNE WATER VAULT / VALVE WATER CHECK VALVE IN 48° MANHOLE VICINITY MAP • EXISTING SS SD FND I /_" REBAR J AND CA- '�RiAD 12336" ISSUED TO: CITY OF TUKWILA FOR: REVISIONS PER CITY DATE: 8 -25 -97 REMOVE - f ////7///, -/ SS SD )ci 7- cam BASIS OF BEARING SHEET INDEX KCAS SURVEYOR CRAMER NORTHWEST INC. 9505 S 207TH PLACE KENT, WASHINGTON 98031 OWNER DALLY HOMES INC. 3316 FUHRMAN AVENUE EAST SEATTLE, WASHINGTON 98102 ENGNEER PROPOSED COUGHUN PORTER LUNDEEEN 217 PINE STREET SUITE 520 SEATTLE, WASHINGTON 98101 (206) 343 -0460 CONTACT: LAURIE PFARR X CB M -t 7D N6 169 36 DEMOLMON NOTES BENCHMARK DATUM USC AND GS 5p (IC CUP Ex : PAC, NORTHWEST BELT TELEPHONE EAS,MENT REC 45E80E3 EX CB RIM P T5) 9 s_ 166 n2 ( 'VC SW) E N PLUGGED N. CONE RAMP 1. MAINTAIN AND PROTECT FISTING U"'JTIES SERVICES TO REMAIN. 2. CALL UTILITY LOCATOR SERVICE PRIOR TO ANN DEMOLITION COORDINATE WITH THE OWNER'S REPRESENTATIVE IF ANY UNDERGROUND UTILITIES CONFLICT WITH REMOVAL ON THIS PLAN. 3. DEMOLITION SHOWN ON THIS PLAN IS GENERAL ONLY. COORDINATE ALL DEMOLITION WITH OWNER. C 1.0 DEMOLITION AND TESL PLAN C 2.0 GRADING AND DRAINAGE PLAN C 3.0 UTILIY PLAN C 4.0 PAVING PLAN C 5.0 DETAILS C 5.1 DETAILS C 5.2 DETAILS ,E =12 EX SAN S "E R ML RIV 1`33 IBM PER TRIAD SURVEY DATED 2 -18 -93 TOP CENTER BOLT OF EH NEAR SOUTHWEST CORNER OF PROPERTY ELEV = 148.57 BEADING I EX RCOL sHE EX SORM RIM -. 16227 IE= 59 a7 I,'55.37 2'RCA) CUP SW) RIM =15883 ..OWL EX 'TIDE AREA R1,158 X7 N7 1/2 418 R EX B w 01. /WATER SEPE7RTOR AND CAP RIVE' 12336" PM= '6,21 c I , 52 (12" CUP NE) 1,129 52 (8" PVC E) ,12942 (12" CUP W) EROSION/SEDIMENTATION CONTROL NOTES 1. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER WITHIN THE 48 HOUR PERIOD PRIOR TO COMMENCING ANY LAND ALTERING ACTIVITY. 6. THE CONTRACTOR SHALL AT ALL TIMES PROTECT SENSITIVE AREASM THEIR BUFFERS, AND ADJACENT PRIVATE PROPERTIES, AND PUBLIC RIGHT OF WAYS OR EASEMENTS FROM DAMAGE DURING GRADING OPERATION. THE CONTRACTOR SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF PERMIT ISSUANCE, SENSITIVE AREAS, MDR BUFFERS, PUBLIC PROPERTIES AND IMPROVMENTS DAMAGED EN THE CONTRACTOR OPERATORS. 7. APPROVAL OF THIS EROSION /SEDIMENTATION CONTROL (ECS) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTIUTIES, ETC). 8. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES 5 THE RESPONSIBIUTY OF THE APPUCANT /CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 10. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WiTH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 11. THE ESC FACIUTIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED 500 CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (E.G. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 12. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. NEEDED REPAIRS TO TESC SHALL BE MADE IMMEDIATELY. 14. ANY AREA NEEDING ESC MEASURE NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. EY. SAN SEWEk MH .! RIM .78.03 j" (B EX STORM MH 172. 43 w PVC e � R'M= 187 - i1 s) 7_.13 8 PVC S) EX STORM MR RIM= 186.32 APP.BMATE NE GOD BROOwAL C AC N R _ DUMPSTER ENCLOSURE \ 6' 'WOOD FENCING " _i - EX 10' Oil'JIY EJSEMEN PER REC 463'8167 2. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER OF COMPLETETION OF ANY CONTROL MEASURES WITHIN 48 HOURS OF THEIR INSTALLATION. 3. THE CONTRACTOR MUST OBTAIN PERMISSION IN WRITING FROM THE CITY PRIOR TO MODIFMNG THE CONTROL PLAN. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OR ANY SILTATION OR EROSION DAMAGES TO ADJOINING SURFACESOR DRAINAGE FACILITIES RESULTING FROM THE LAND ALTERING ACTIVTIES 5. A COPY OF THE APPROVED TESC PLAN MUST BE ON SITE AT ALL TIMES. 9. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING OATS S,HAILL BE PERMITTED THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT /CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 13. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WBH THE APPROVED ESC METHODS (E.G. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.) EX 10'I'AN SEWER EON' PER 42E 47610250308 1 r >� C9 = 141.69 8" SD W 64 10" CONC HEADWAL GENERAL NOTES 388'14'121 726.73' EX 10' Nil, USEMENT PER REC 45800833 N881? 12 429.79' EX DECK ITYP,) NC,R(HTAS BUILDING EX STAIRS --Aw-L 8 ° SD EX 'WA - ER TO NORTkkMLL 3 - LX G HIGH 15. THE ESC FACIUTIES ON INACTIVE SITES SHALL BE INSPECTED 410 MAINTAINED A 6144MUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. 16. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER IMO THE DOWNSTREAM SYSTEM. 17. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURE MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. (RCN 46.61.655). 18. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, All PROJECT DISTURBED AREAS GREATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED FOR MORE THAN 12 HOURS SHALL BE COVERED BY ONE OF THE FOLLOWING COVER MEASURES: MULCH, SODDING OR PLASTIC COVERING. 19. ANY PERMANENT RETENTION / DETENTIDN FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY I5 TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SEEDING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS DIAL BE USED AS A TEMPORARY SETTLING BASIN. 20. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (E.G. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 21. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPUED AT A MINIMUM THICKNESS OF TWO INCHES. 22. INSTALL CATCH BASIN PROTECTION ON All NEW CATCH BASINS. PROPOSED SWALE TO BE USED AS SEDIMENT BASIN DURING CONSTRUCTION. 23. CONTRACTOR SHALL CLEAN ALL EXISTING AND NEW CATCH BASINS AND SHALL REMOVE SEDIMENT FROM SWALE PRIOR TO PROJECT COMPLETION. CONTRACTOR SHALL NOT FLUSH SEDIMENT DOWN STREAM. 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE APPROVED PLANS, CITY OF TUKWILA STANDARDS SPECIFICCTIONS ANTI PLANS, AND THE 1996 WSDOT -APWA STANDARD SPECIFICATIONS. CONTRACTOR SHALL SURVEY ALL U0LITY IMPROVEMENTS AND SHALL PROVIDE THE CITY WITH "AS- BUILT" DRAWINGS PER THE CITY OF TUKWILA REQUIREMENTS AT THE COMPLETION OF THE PROJECT. 2. EXISTING UTILITIES AND UNDERGROUND .STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVAILABLE PUBLIC RECORDS AND /OR PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND /OR DATA OBTAINED VERBALLY FROM OWNERS OR OF ICWS'ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE ENGINEER GUARANTEE ACCURACY OR COMPLETENESS OF OF THIS INFORMATION AND ASSUME NO RESPONSIBILITY FOR IMPROPER LOCATIONS ON THE CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK, ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. X CB RIM = A8'C It= 1 4 8" PVC PVC W; CHAIN-DINE FENCE FIF �\ I ,o co 1M= .9 s.03 7Da Pvc cY C3 D 15019 Bf P N;S) DEMOLTiON KEYNOTES 0 REMOVE EXISTING ASPHALT PAVEMENT ® REMOVE EXISTING CURB O3 REMOVE EXISTING CONCRETE PAVEMENT ® REMOVE EXISTING RESIDENCE, ASSOCIATED STRUCTURES AND APPURTUNANCES, COORDINATE WITH OWNER. ® REMOVE EXISTING CATCH BASIN AND REMOVE EXISTING PIPES) ASSOCIATED WITH CATCH BASIN AS REQUIRED TO CONSTRUCT NEW IMPROVEMENTS. PLUG AND ABANDON IN PLACE PER WSDOT SEC 7 -04 ALL PIPE REMAINING. ® REMOVE AND SALVAGE TO THE CITY OF TUKWILA EXISTING FIRE HYDRANT. HYDRANT SHALL 80 REMOVED PER CITY OF TUKWILA STDS. EXISTING TEE SHALL REMAIN. CAP AT TEE. 0 CAP AND REMOVE EXISTING 3/4" WATER UNE AND METER ® REMOVE EXISTING TREE ® SAVE AND PROTECT EXISTING CURB 10 REMOVE EX STORM DRAINAGE PIPE AS NECESSARY TO CONSTRUCT NEW IMPROVEMENTS, PLUG AND ABANDON IN PLACE PER WSDOT /APWA SECTION 7 -08.3 (4) ALL PIPE REMAINING. 11 REMOVE EX SEWER UNE PIPE AS NECESSARY TO CONSTRUCT NEW IMPROVEMENTS, PLUG AND ABANDON IN PLACE PER WSDOT /APWA SECTION 7- 08.3(4) ALL PIPE REMAINING. CONTRACTOR SHALL KEEP EX UNE IN OPERATION UNTIL NEW LINE IS OPERATIONAL. 12 ABANDON EX SANITARY SEWER MANHOLE IN ACCORDANCE WITH WSDOT/ APWA STD SPECIFICATIONS SECTION 7- 05.3(1). THE STRUCTURE SHALL BE BROKEN DOWN TO A DEPTH OF AT LEAST 4 FEET BELOW THE REVISED SURFACE ELEVATION, ALL CONNECTIONS PLUGGED, AND THE MANHOLE FILLED WITH SAND AND COMPACTED TO 90% DENSITY AS SPECIFIED IN WSDOT /AP'W.A SECTION 2- 03.3(14)C. DEBRIS RESULTING FROM BREAKING THE UPPER PART OF THE MANHOLE MAY BE MIXED WITH THE SAND SUBJECT TO THE APPROVAL OF THE ENGINEER. THE RING AND COVER SHALL BE SALVAGED AND ALL OTHER SURPLUS MATERIAL DISPOSED OF. T.E.S.C. KEYNOTES O CATCH BASIN FILTER PROTECTION - SEE DETAIL o O PETER FABRIC FENCE - SEE DETAILS a ED^ O 3 STRAW BALE DIKE - SEE DETAIL G o { CONSTRUCTION SEQUENCE 1. ARRANGE AND ATTEND PRE - CONSTRUCTION MEETING WITH CITY OF TUKWILA INSPECTOR. 2. FLAG PROPERTY EWES AND CLEARING LIMITS. 3. CONSTRUCT STABILZED CONSTRUCTION ENTRANCE AND WASH PAD. 4. ERECT FILTER FABRIC FENCE AS SHOWN ON THE PLANS. 5. VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES. CONTACT ALL UTILITY COMPANIES THAT MAY BE EFFECTED BY THE PROPOSED CONSTRUCTION. THE ONE CAL NUMBER IS 1- 800- 424 -5555. 6. VERIFY GRADES PRIOR TO CONSTRUCTION. 7. MAINTAIN ALL EXISTING UTILITY SERVICES DURING CONSTRUCTION. 8. CLEAR AND GRUB AREA WITHIN THE CLEARING LIMITS 9. ROUGH GRADE SITE PER GRADING PLAN. 10. REMOVE UNSUITABLE BEARING MATERIAL AS REQUIRED. 11. PLACE ACCEPTABLE FILL AND COMPACT AS REQUIRED. 12. HYDROSEED, MULCH, AND RE- VEGETATE DISTURBED AREAS AS REQUIRED. 13. REMOVE SILT FENCING AND OTHER EROSION CONTROL MEASURES ONLY AFTER SITE HAS BEEN STABIUZED AND CITY OF TUKLYILP INSPECTOR HA5 APPROVED THE REMOVAL. 14. REMOVE EXCESS EXCAVATED MATERIALS, TRASH DEBRIS, AND WASTE MATERIALS AND DISPOSE OF IN AN AUTHORIZED LOCATION AT NO COST TO THE OWNER. 3. IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY OF (1) PREEXISTING SUBSURFACE CONDITIONS DIFFERING FORM THE THOSE INDICATED IN THE PLANS, OR (2) PREEXISTING UNKNOWN SUBSURFACE CONDITIONS, OF AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORIGINALLY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONTRACTOR AND /OR OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR RECOMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEER HAS APPROVED THE WORK IN WRITING. (85000 SEC 1 -04.7) 4. THE CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FIELD LOCATION OF ALL UTILITIES AND SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK HAVE BEEN LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE UNDERGROUND LOCATION CENTER THEN ORE CONTRACTOR SHALL GIVE INDMDUAL NOTICE TO THAT UTILITY. (WSDOT SEC. 1 -07.17 APWA SUPPLEMENT) 5. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXERCISE SOUND ENGINEERING AND CONSTRUCTION PRACTICES IN CONDUCTING THE WORK. THE CONTRACTOR SHALL PROTECT EXISTING PUBLIC 410 PRIVATE UTILITIES FROM DAMAGE DURING CONSTRUCTION. IF EXISTING UTILITES ARE DAMAGED, THE CONTRACTOR SHAH IMMEDIATELY NOTIFY THE OWNER AND THE ENGINEER. THE CONTRACTOR SHALL RESTORE THE UTILTY TO ITS EXISTING CONDITION. (W5DOT SEC. 1 -07.17 APWA SUPPLEMENT). THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND THE METHODS OF CONSTRUCTION FOR DESIGNS SHOWN ON THESE PLANS. 6. WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY OTHERS, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY AND COORDINATE HIS WORK SO AS TO AVOID CONFLICTS. 7. ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT, AND ALL SOIL WORK IN GENERAL SHALL BE CONDUCTED IN COMPLIANCE WITH THE RECOMMENDATIONS OF THE PROJECT SOIL ENGINEER AND THE CURRENT GEOTECHNICAL ENGINEERING REPORT. 8. ENGINEERING DESIGN AND APPROVAL FOR STRUCTURES SUCH AS WALLS AND VAULTS MUST BE PREPARED BY THE APPROPRIATE PROFESSIONAL ENGINEER AND 5 NOT A PART OF THESE PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION 5 IN PROGRESS. ALL WORK IS TO BE PREFORMED IN ACCORDANCE MTH ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY LAWS. 10. CONSTRUCTION NOISE SHALL BE LIMITED AS PER CITY OF TUKWILA REQUIREMENTS. 11. IT SHALL BE THE APPLICANTS /CONTRA.CTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHTS -OF -WAY. 12. ALL UIHJ1, TRENCHES SHALL BE J3ACKEILLED AND COMPACTED TO 95% DENSITY. 13. ALL ROADWAY SUBGRADE SHALL BE BACKRLLED AND COMPACTED TO 95% DENSITY. WSOOT 2 -06.3. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FIAGGERS, LAND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDDT STANDARD SPECIRCATIONNS 1 -07.23 - TRAFFIC CONTROL SHALL APPLY. E 887965 DI /23/96 0. DATE SHEET MU DEMOLITION AND TESC PLAN 95- 0313 -01 MO NO LPL FAWN: LJP CHECKED. `8 -25 -57 DATE RECIVE clYV E eF ruKV�lt AUG 2 8 1997 PERMIT CENTER 1. 7 REVMWN • SD DESCRIPTION RIM INVERT(S) COMIAER'TS IE SIZE FLOW DIR 1 CATCH BASIN TYPE 2 -54" 143.5 140.3 EX 8" E CONNECT EXISTING WI CONTROL RISER 139.5 12" NE PIPE TO NEW CB 139.5 12" W 15 2 CATCH BASIN TYPE 2 -48" 154.1 148.0 (IN) SW /NE 12 144.0 (OUT) SE 3 CATCH BASIN TYPE 1 158.5 155.0 (IN) N 13 154.5 (OUT) SW 4 CATCH BASIN TYPE 1 151.5 5 .5 148.4 1 2° (IN/OUT N SE 1 5 CATCH BASIN TYPE 1 141.0 137.0 (IN) W/N 13 137.0 (OUT) SE 6 CATCH BASIN TYPE 2 157.3 150.4 (IN) SOLID COVER 150.4 (OUT) 12 7 CATCH BASIN TYPE 2 168.4 162.4 L (IN) NE 12 162.4 (OUT) V 8 CATCH BASIN TYPE 1 167.9 162.9 12" (OUT) SW 13 9 CATCH BASIN TYPE 2 161.01 153.9 12 152.0 152.0 10 AREA DRAIN 148.4 146.4. 6 (IN) SE 14 11 AREA DRAIN 148.3 146:2 r (IN) 14 146.2 (OUT) 12 AREA DRAIN 152.8 151.2 6" (IN) S 14 13 AREA DRAIN 164.4 160.7 6 (IN /OUT) W/E 14 14 AREA DRAIN 164.4 161.7 6 (IN /OUT) W/E 14 15 AREA DRAIN 164.4 162.7 6 (OUT) E E4. 16 AREA DRAIN 156.61 153.3 6 (OUT) N 14 , 17 CATCH BASIN TYPE I 140.0 137.1 . � w 3 SOLID COVER 136.1 I 13 136:1I 1 1 CALL 2 DAYS BEFORE YOU DIG 1 -800 -424 -5555 48 LF 6" SD 432.1 %- 13 LEI' SO 199.5% 56 LF 12 SD 34 LF 12" SD ® 1.4% _,. EX C. RAMP 411. 41IN 1118 ■Illy eve. SOPIEWES' BUID. SS CO T. Sb 4 []0 9LDG2 LF S 005: FF. 4E.6 5.5 - Tf 15 .0 158.6 193 LF 12" SD 0 9.5% .0 ROOF DRAINS FROM NORTHWEST BLDG CONNECT INTO EX 12 INCH STORM DRAIN SYSTEM. EXACT LOCATION OF CONNECTION UNKNOWN. 159.0 ro o p RM= 158.83 , EX CONC EX Y0- POCI PREP RIM 77 - 151 LF 12 SD* " EX STORM MH- `�- PIM= 162.21 IE= 'IS9x7 (11 ) RCP N) 1E3'55 37 (',2' CMP'.SW) 9 158.4 6 0 LF12 "SD ®9.0% -� j56 JE .14010 6 1E-139.5 12 174 172 105 LF 6" SD 211A 162 EX NORTHEAST BUILDING EX SOUTHEAST BUILDING EX NORTHEAST BUILDING 5 SCALE 1=30' LEGEND 30 ASPHALT PAVING CEMENT CONCRETE BUILDINGS SILT FENCE C/L DITCH CURBING EARTH WALL SAWCUT UNE ROCKERY CONTOUR (INDEX) CONTOUR ELECTRIC UNE GAS UNE SANITARY SEWER ONE STORM DRAINAGE LINE TELEPHONE UNE WATER UNE WATER VAULT / VALVE WATER CHECK VALVE IN 48 MANHOLE X 18 0 172.1 60 115 'LF A" SD OQ\% (MW) �aP• �\ ._. a � ISSUED TO: CITY OF TUKWiLA r I. rOR: REVISIONS PER CITY DATE: 8-25-97 EXISTING 98 SC �N. I2 REBAR� 4NC CPR `RIAC 1273E' REMOVE PROPOSED csaCii 100 98 - SD I:;cr1cos Ez C8 RIM= ) 70.86 1=16936 048 LF 6 "..SO ®.0.5% MIN. FOR SANITARY SEWER AND WATER PIPE CROSSING SEE SHEET 3.0 MMMOMMEMMEMMOMP /o DRAINAGE NOTES EARTHWORK QUANTITIES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY OF TUKWILA DIVISION PRIOR TO THE PRECONSTRUCTION MEETING. EX STORM MH RIM =1871 i _ `EX EIORM _NH mM=ta63 I-, � ; LF - 40. 1 9 . ; - * . L F ®"131% ,y� '2 2 3712" SD--111 NO _ - _ - -_ j0----_,.... - _ \ DJ1 X7" REEF' ., TT 736' CB 7 10 R19,1.41 69 T 15 SLOPE SETBACK - - ;TO CUT: 2110 CY FILL: 1780 CY NOTE: THE QUANTITIES SHOWN ARE FOR PRELIMINARY ESTIMATES ONLY. THE CONTRACTOR SHOULD PREPARE QUAPTTTf1Y TAKEOFFS FOR THE PURPOSE OF PRODUCING ACTUAL ESTIMATES FOR PRICING. 2. ALL PIPE AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH 1996 WSDOT/APWA 7- 08(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL, AND ANY REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO TROT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE - SEE DETAIL n C5.1 3. STORM DRAIN PIPE SHALL BE ADS N12 OR APPROVED EQUAL STORM QEN1N PIPE SHALL CONFORM TO WSDOT SECTION 9- 05.12. CONNECTIONS SHALL BE MADE WITH ADAPTER TO BE WATER TIGHT. FOR 12 DIAMETER PIPE AND GREATER AND SILT TIGHT 8 DIAMETER OR SMALLER. 4. STORM DRAIN PIPE SHALL NOT HAVE LESS THAN 12 OF COVER IN PAVED AREAS AND 8 IN LANDSCAPE AREAS. 5. FOR FOOTING DRAINS SEE ARCH'L PLANS AND 1 9 1 6. REMOVE PORTIONS AS NECESSARY TO INSTALL IMPROVEMENTS. PLUG INLET AND OUTLET END OF IXISTING PIPE TO REMAIN WITH COMMERCIAL CONCRETE. WHEN PORTION OF UNE IS REMOVED CARE SHALL BE USED IN PLACING THE CONCRETE IN THE PIPE TO SEE THAT THE OPENING OF THE PIPE IS COMPLETELY FILLED AND THOROUGHLY PLUGGED. SS ( 10" GONG HEADWALL -- y, EX DEC GRADING NOTES (SEPARATE BUILDING PERMIT REQUIRED) ' WT 79- APPROXIMATE NE COR CI }6,� 58814 7 E 726.73' BROOKVALE ,,.ADEN TRACTS - -- OOF DRAIN FROM SOUTHEAST BLDG CONNECT INTO EX 8° SD. EXACT LOCATIONS OF CONNECTION UNKNOWN. EX DECK (Pm) - _ EX STAIRS . PVC (.4 Ptl[ 1. ALL WORK SHALL CONFORM TO THE LATEST EDO10N OF THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS, WSDOT -APWA STANDARD SPECIFICATION, AND AMERICAN WATER WORKS ASSOCIATION STANDARDS. 2. A COPY OF THE APPROVED PLANS SHALL BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY OTHER REQUIRED OR RELATED PERMIT PRIOR TO BEGINNING CONSTUCTION. 3. ALL LOCATIONS OF EXISTING UTILITIES HAVE BEEN ESTABLISHED BY HELD SURVEY AND AVALABLE RECORDS AND SHOULD THEREFORE, BE CONSIDERED ONLY APPROXIMATE AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS AND TO DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 4. PER THE GEOTECHNICAL ENGINEERING ST105 PERFORMED BY GEOTECH CONSULTANTS, INC. DATED MARCH 20, 1995, THE IXISTING SOILS ON SITE ARE MOISTURE SENSITIVE. THE CONTRACTOR IS RESPONSIBLE FOR VERIFIiNG THE SUITABILITY OF THE EXISTING SOIL FOR FILL AND TRENCH BACKFILL IMPORT MATERIAL WILL BE REQUIRED, IF STRUCTURAL FILL IS PLACED IN WET WEATHER OR IF THERE IS INSUFFICIENT TIME TO ADEQUATELY DRY SOILS ON SITE. MATERIAL USED SHALL MEET THE BE WITHIN ONE PERCENT ABOVE OR 2 PERCENT BELOW OPTIMUM MOISTURE CONTENT. CONTRACTOR SHALL MEET ALL COMPACTION REQUIREMENTS; 95% UNDER WALKS AND PAVING; 90 PERCENT IN LANDSCAPED AREAS; PER MANUFACTURES RECOMMENDATIONS FOR STRUCTURAL EARTH RETAINING WALL. 5. CONTRACTOR SHALL PLACE ALL IN CONTROLLED LAYERS, THE THICKNESS OF WHICH IS COMPATIBLE WITH THE TYPE OF COMPACTION EQUIPMENT USED. THE LOOSE THICKNESS OF ALL SHOULD NOT EXCEED 8- INCHES. 6. ALL SOILS EXCAVATED FROM THE SITE SHALL BE FREE OF ORGANIC AND DELETERIOUS MATERIAL. ROCKS LARGER THAN 6- INCHES IN DIAMETER SHALL BE SEGREGATED FROM ALL AND REMOVED FROM THE SHE. 7. CONTRACTOR SHALL AVOID UNNECESSARY DISTURBANCE TO STEEP SLOPES AS TO NOT INCREASE THE POTENTIAL FOR INSTABILITY. 8. ALL SOILS AND DEBRIS RESULTING FROM THE STE CLEARING OR EXCAVATION SHALL NOT BE PLACED WITHIN 15 FEET OF THE STEEP SOUTHERN SLOPES. 9. CONTRACTOR SHALE REMOVE ALL CONCRETE, ROCKS, RUBBLE AND DEBRIS LARGER THAN 1 -INCH FROM THE SURFACE. 10. FINISHED GRADES SHALL BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL CORRECT WORK NOT APPROVED BY THE OWNER'S REPRESENTATVE AT NO ADDITONAL COST OR TIME. 11. CONTRACTOR SHALL PROTECT ALL FNSHED SURFACES. ALLOW NO HEAVY OBJECTS TO BE MOVED OVER FINISHES SURFACES. CONTRACTOR SHALL REPAIR AT NO COST TO THE OWNER ANY RUTS, HOLES AREAS SHOWING SETTLEMENT, AND ANY OBSTRULTIONS TO POSITIVE DRAINAGE 12. CONTRACTOR SHALL EXERCISE SOUND ENGINEERING AND CONSTRUCTION PRACTICES FOR EXCAVATIONS AND TRENCHES AND MAINTAINING THEM SO THAT NO DAMAGE WILL OCCUR TO ANY FOUNDATION OR STRUCTURE, POLE ONE, PIPE UNE, OR ANY OTHER- .FACILTIY BECAUSE OF SLOUGHS OR SLOPES, OR ANY OTHER CAUSE. ALL EARTHWORK SHALL CONFORM TO THE WASHINGTON ADMINISTRATIVE CODE 295 -155, N10 ANY OTHER APPLICABLE FEAERAL, STATE, OR LOCAL SAFETY STANDARDS. zo EX CB \ FAD = 155:03 8E157,8 CEI = FX WAIER"TO NO RRV:H16LlP15 -� _EX .HLGH DRADR -; IN,ENC \ GRADING KEYNOTES STOR:! DRAINAGE STRUCTURE TABLE O CONSTRUCT ROCKERY PER COY OF TUKWILA DETAIL RS -5. CONSTRUCT WELDED WIRE EARTHWALL - SEE DETAIL I 5 CONTRACTOR SHALL BE REQUIRED TO OBTAIN SEPARATE BUILDING PERMIT FOR WALL CONSTRUCTION. O INTERCEPTOR SWALE SLOPE TO DRAIN B 0.5% MIN. 0 PAVEMENT SWALE. SLOPE TO DRAIN TO CATCH BASIN. 0 REMOVE AND RECONSTRUCT EXISTING ROCKERY AS NECESSARY TO INSTALL STORM DRAINAGE. STORM DRAINAGE KEYNOTES El CONNECT EXISTING 8" STORM PIPE TO NEW MANHOLE. E OUTLET 12" SD INTO EXISTING ASPHALT FLUME. STORM DRAIN GLEANOUT - SEE DETAIL I M 4 CONNECT DOWNSPOUT - SEE DETAIL c CONNECT 12" STORM DRAIN PIPE TO EXISTING CATCH BASIN MATCH EXISTING INVERT OUT. ADJUST RIM TO GRADE CLEAN EXISTING CATCH BASIN AND PIPE. VERIFY EXISTING SYSTEM IF OPERATIONAL. IN FORM OWNER IF SYSTEM IS IN DISREPAIR. M CONNECT 6" STORM DRAIN PIPE TO NEW CB 8 810FILTRATION SWALE /DETENTION FACILITY - SEE DETAIL ( 5 CONSTRUCT SWALE PER GEOTECH CONSULTANT'S INFORMATION RECOMMENDATION IN A MEMO DATED JUNE 6, 1997 El GRAVEL WINDOW - SEE DETAIL' " NA l 10 CREATE LOCAUZED LOW AROUND NEW CATCH BASIN TO COLLECT OVERFLOW FROM SWALE. 11 PROVIDE QUART SPALL OUTFALL (3'x3'x1') LI TYPE 2 -48" CATCH BASIN - SEE DETAIL rc 1 C 5.0 El TYPE I CATCH BASIN - SEE DETAIL El YARD DRAIN - SEE DETAIL ; , 1 cvo /� 15 CONTROL STRUCTURE - SEE DETAIL J FI INSTALL 16 "0 D! CLASS 53 PIPE SLEEVE FOR 12" SD - SEE DETAIL 2 These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utititte- ,spector. Date: c7 %th By ' ? ._ ca-/ NO DATE SHEET IITIE GRADING AND DRAINAGE PLAN 95- 0313 -01 JOB NO.: LPL DRAWN: LUP CHECKED 8 -25 -97 DATE: EXPIRES 01 /23/98 0, • as a. RECEIVED CITY OF TUKWILA AUG 2 8 1997 PERMIT CENTER SHEET MASER: C 2 • REVISION 2 3 R) '' e . TO cc tat MA U.1 5 V w W Co • Wa se CO U Z IJJ W W 0 IR I E z File: PYR_C1 Date/Tine: August 21, 1997 2:06 p.m. SS DESCRIPTION STORM DRAINAGE INVERRS) COMMENTS IE SIZE FLOW DIR 1 48 "4 SANITARY SEWER MANHOLE 173.0 165.0 133.1 NE 2 _ 165.0 NW C _ _ 164.9 D 8 132.6 6" 11123_■ 139.3 E 8 13 . 12 142.6 150.8 NE 48.4 F 6 139.6 ® 148.0 __ 6 139.9 ® 143.0 _■ SW rillEIENEREENIMIIIII 481 SANITARY SEWER MANHOLE 155.8 149.9 INIIIMEMEIIIIIIMEIBMIIIIMII O NW a '®' 149.9 'llll�®' 1111111111111111111111111111 w ©®EMI__ 149.8 6 150.5 Emmol__ M 12 149.5 2 -1/2" 151.3 8" 151.3 8" 147.4 ■. 2-1/2° 151.3 151.3 r _ u rn rr� WEIMEMECIN_■®ETI 0 6° 152.5 6" 154.0 MIN 1 ®1119:111191111 SS DESCRIPTION RIM INVERRS) COMMENTS IE SIZE FLOW DIR 1 48 "4 SANITARY SEWER MANHOLE 173.0 165.0 NE 2 165.0 NW 164.9 SW 2 48 ° 0 SANITARY SEWER MANHOLE 153.8 139.3 SE a 150.8 NE 143.3 NW 139.2 SW 3 481 SANITARY SEWER MANHOLE 155.8 149.9 O NW a 149.9 w 149.8 SE a_ LL .61 at EY NORTHEAST BUILDING CALL 2 DAYS BEFORE YOU DIG 1 -800 -424 -5555 SS N 2.0% MIN ^ECK 4 ,HED E %'!0 RIM = \58.83 Es 20NC Ex PJCL AREA RIM =15877 154 LF 8" DI EX DECK EX SOUTHEAST BUILDING 96 LF 2 -1/2" FIRE SERVICE LINE 0 1S \, VKLOO,n,ta \ SCALE 1 LEGEND r1L - 10� SERVICE LINE H m 1 II O 106 LF 1 -1/2 DOMES RATER SERVICE 30 ASPHALT PAVING CEMENT CONCRETE BUILDINGS SILT FENCE C/L DITCH CURBING EARTH WALL SAWCUT LINE ROCKERY • CONTOUR (INDEX) CONTOUR ELECTRIC UNE GAS UNE SANITARY SEWER LINE STORM DRAINAGE LINE TELEPHONE LINE WATER LINE WATER VAULT / VALVE WATER CHECK VALVE IN 48" MANHOLE 60 EXISTING SS SD REMOVE AND `.A= '?RIAD 1?33E I ISSUED TO: CITY OF TUKWILA FOR: REVISIONS PER CIE`' DATE: 8 -25 -97 Pr1-co6s PROPOSED - SS SD W H 0 E+ CB RIM =170 86 f= 169.36 - Ex CON!' HAMM 370 LF 1 -1/2 DOMESTIC WATER SERVICE 354 LF 1 -1/2" DOMESTIC WATER SERVICE x NORTHWEs Bl ILDING EX 10 RAMC Nn TIWEST BFtL r EP ^ANC II EASEMENT DER RE, 58H0853 1 - N1 1 =12785 Ex SAN SEWER. MH - -- RPA 1 3. 2 ).218 (8" PVC N) E '-2)82 (8" PVC S) IE= 121.92 (8" PVC NE) WATER NOTES: CONwSkir 4. ALL PIPE LESS THAN 4" IN DIAMETER SHALL BE TYPE "K" COPPER. 12. PROVIDE AIR VAC IF ORE HYDRANT IS NOT LOCATED N HIGH POINT OF SYSTEM. FND MBAR .77777-77V- ` \` AND CAP RIAD 12336" - Ex WA'ER i0 NORTH HILL ARTS `--EX 6 HIGH I. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS, WSDOT -APWA STANDARD SPECIFICATION, AND AMERICAN WATER WORKS ASSOCIATION STANDARDS. 2. LOCATIONS OF EXISTING UTILITIES SHOWN N THESE PLANS ARE APPROXIMATE AND MAY NOT BE COMPLETE. ACTUAL UTILITY LOCATIONS ARE TO BE DETERMINED IN THE FIELD BY THE CONTRACTOR. CONTRACTOR SHALL CALL 1 -800- 424 - 5555, 48 HOURS PRIOR TO CONSTRUCTION FOR UTILITY LOCATIONS. 3. ALL PIPE 4" IN DIAMETER AND GREATER SHALL BE DUCTILE IRON, CEMENT LINED PIPE AND SHALL CONFORM TO THE STANDARDS OF AWWA C -151. ALL FITTINGS AND APPURTENANCES SHALL BE OF THE SANE THICKNESS CLASS MATERIAL. 5. WATER MAINS SHALL HAVE A MINIMUM COVER OF 30 °. ALL MAINS AND SERVICES ARE NOT TO HAVE MORE THAN S OF COVER. 6. NEW WATERMAINS SHALL BE CONNECTED TO EXISTING MAINS ONLY AFTER THE NEW MAIN HAS BEEN FLUSHED, DISINFECTED AND SATISFACTORY BACTERIALOLOGICAL SAMPLE RESULTS ARE OBTAINED. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF TREATED WATER FLUSHED FROM THE WATER MAIN. PRIOR APPROVAL FROM THE CITY IS REQUIRED FOR DISPOSAL TO SANITARY SEWERS OR SURFACE WATER SYSTEMS. 7. ALL NEW, CLEANED OR REPAIRED WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C -601 AND THE CITY OF TUKWILA STANDARDS. CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WTH CITY INSPECTORS. 8. TRENCHING, BEDDING AND BACKFILL SHALL BE IN CONFORM TO 1996 B500lT -SPBO SECTION 7 -10 AND THE CITY OF TUKWILA STANDARDS. 9. CONTRACTOR SHALL COORDINATE WATER SHUT -OFF WITH OWNER AND CITY OF TUKWILA. 10. DOMESTIC WATER & PIPE LINES SHALL CROSS ON TOP OF OTHER UTILITIES. COORDINATE CROSSINGS W/ CITY INSPECTOR. 11. CAP AND ABANDON EXISTING DOMESTIC WATER SERVICE FROM EXISTING METER AT SOUTHWEST CORNER TO EXISTING NORTHWEST BUILDING. MAINTAIN WATER SERVICE FROM THIS METER TO EXISTING SOUTHWEST BUILDING. DO NOT SHUT OFF SERVICE TO EITHER BUILDING WITHOUT PRIOR APPROVAL FROM OWNER. 13. CONTRACTOR SHALL COORDINATE SHUT DOWN OF WATER MAIN W/ THE CITY OF TUKWILA & TUKWILA FIRE DEPT CONTRACTOR SHALL COORDINATE SHUT DOWN OF ON -SITE WATER SERVICE W/ OWNER AND CRY. 14. CONCRETE DEADMAN FOR H -BLOCK RESTRAINT JOINT ASSEMBLY SHALL BE CONSTRUCTED IN ADVANCE TO ALLOW FULL STRENGTH CURING OF THE CONCRETE PRIOR TO PLACING PROPOSED SYSTEM ON -UNE. 15. CONNECTION TO EX MAINS WILL BE IN ACCORDANCE WITH WSDOT /APWA SECTION 7- 11.3(9) WORK SHALL NOT BE STARTED UNTIL ALL THE MATERIALS, EQUIPMENT, AND LABOR NECESSARY TO PROPERLY COMPLETE THE WORK ARE ASSEMBLED ON THE SITE. WHEN WORK IS ONCE STARTED ON A CONNECTION, IT SHALL PROCEED CONTINUOUSLY WITHOUT INTERRUPTION, AND AS RAPIDLY AS POSSIBLE UNTIL COMPLETED. NO SHUTOFF OF MAINS WILL BE PERMITTED OVERNIGHT, OVER WEEKENDS OR ON HOLIDAYS. 16. CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE TO THE COY OF TUKWILA FOR THE EXCAVATION AND INSTALLATION OF THE BLOCK SEQUENCE FOR THE WATER UNES. qx c,w SEWER MH � ua= •7x.03 ,?172.43 (8" PV N) E S MH 173.09 6 PV C NE r RIM 1a 11 1_- .72 (a Pvr. s) PLUG & ABANDON x. ;T M IE (8" SE) RIM=186.,2 EX 10' IR, EASEMENT 30 LF 6" SS N 2.0% MIN PER ROE #5880933 E =138.5 APPROXIMATE NE CCP..CT SE, S88'14't2 "E 726.73' BROOKVALE GARDEN TA, Ex 10' SAN SEINER EASEMENT PER REC #7610250308 RELOCATE EXISTING GAS UNE AS NECESSARY TO CONSTRUCT IMPROVEMENTS EX CB CONTRACTOR TO COORDINATE WITH GAS COMPANY rx DEC (1 RIM =141 69 SEWER NOTES: 1. ALL WORK SHALL CONFORM TO THE LATEST EDITON OF THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION SIANVAKUS, WSUUI - At'WA SIANUAKU SPLUIEICAIIUN, AND GKIItRMA tUK DENNIS BURRS UtSIGN IWAUUH). 2. ALL NEW MANHOLES SHALL HAVE A MINIMUM INSIDE DIAMETER OF 48- INCHES. 3. SANITARY SEWER PIPE SHALL BE PVC CONFORMING TO ASTM D3034 SDR 35. ALL PIPE SHALL BE INSTALLED IN ACCORDANCE WITH 1996 WSDOT /APWA 7 -0B BEDDING AND BACKFILL SHALL BE PER PROJECT DETAILS - SEE DETAIL 4. ALL SIDE SEWERS SHALL BE 6 -INCH DIAMETER PIPE AT A MINIMUM SLOPE OF 2 %. UNLESS OTHERWISE NOTED ON THE PLANS. 5. LOCATIONS OF EXISTING CHUTES SHOWN IN THESE PLANS ARE APPROXIMATE AND MAY NOT BE COMPLETE. ACTUAL UTILITY LOCATIONS ARE TO BE DETERMINED IN THE FIELD BY THE CONTRACTOR. CONTRACTOR SHALL CALL 1- 800 - 424 -5555, 48 HOURS PRIOR TO CONSTRUCTION FOR UTILITY LOCATIONS. 6. SANITARY SEWERS SHALL BE LAID WITH UNIFORM SLOPE BETWEEN MANHOLES. SEWERS OF 20% SLOPE AND GREATER SHALL BE ANCHORED SECURELY WITH CONCRETE ANCHORS APPROVED BY THE CITY OF TUKWILA SLOPES GREATER THAN 200% ARE NOT ALLOWED, A MANHOLE AND DROP CONNECTION SHALL BE PROVIDE INSTEAD. 7. ALL SANITARY SEWER MANHOLES SHALL HAVE PREFABRICATED FIBERGLASS CHANNELS WITH KOR -N -SEAL BOOTS. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING RECORD DRAWINGS AT THE COMPLETION OF THE PROJECT AND PRIOR TO FINAL ACCEPTANCE BY THE CRY. 9. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10' SEPARATION BETWEEN SEWER MAINS AND WATER MAINS. 10. IT IS THE CONTRACTORS RESPONSIBIUTY TO INSURE THAT NO CONFLICTS EXIST BETWEEN THE SANITARY SEWER UNE AND PROPOSED OR EXISTING UTILITIES. 11. CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH CITY INSPECTORS. 12. TESTING SHALL BE PER THE CITY OF TUKWILA REQUIREMENTS, INCLUDING BLTT NOT UNITED TO AIR TESTING AND TV INSPECTION. 13. CONTRACTOR SHALL KEEP EXISTING SS UNE IN OPERATION UNTIL NEW SS UNE IS OPERATIONAL. AT NO TIME SHALL THE CONTRACTOR SHUT OFF SERVICE WITHOUT APPROVAL FROM OWNER. SANITARY SEWER STRUCTURE TABLE EY NOR,EAS; BOLDING EX STAIRS -\ _- -_ CHAIN -LINK ?VICE Ex EASTER f K si f �- EX VC = 1 These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after tills date will void this acceptance and will require a resubmitial of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities I : or. Data. , 3/ 1 0-7- A 1 /" Cd' SANITARY SEWER KEYNOTES CONNECT TO NEW BUDDING SANITARY SEWER. COORDINATE WITH MECHANICAL /PLUMBING CONTRACTOR. PROVIDE SANITARY SEWER CLEANOUT PER CITY OF TUKWILA STANDARD PLAN SS -2 AT CONNECTION POINT. ❑Z SANITARY SEWER MANHOLE PER CITY OF TUKWILA STANDARD DETAIL. 5S -3 & SS -4. CONNECT TO EXISTING SIDESEWER. INSTALL 6" CLEANOUT (PER CITY OF TUKWILA STD DETAIL SS -2) AT CONNECTION POINTS. ® CONNECT 8" SANITARY SEWER AND RE- CHANNEL MANHOLE PER CITY OF TUKWILA STANDARDS. PLUG AND ABANDON EXISTING SANITARY SEWER LINE REMOVE PORTIONS AS NECESSARY TO INSTALL IMPROVEMENTS. PLUG INLET AND CURET END OF RATING PIPE TO REMAIN WITH COMMERCIAL CONCRETE WHEN PORTION OF UNE IS REMOVED. CARE SHALL BE USED IN PLACING THE CONCRETE IN THE PIPE TO SEE THAT THE OPENING OF THE PIPE IS COMPLETELY FILLED AND THOROUGHLY PLUGGED. PROVIDE DUCTILE IRON OR CONCRETE ENCASE OUTSIDE DROP CONNECTION PER CITY OF TUKWILA STD DETAIL SS -10 FOR 8" INLET FROM NE AND 8" INLET FROM NW. 7 INSTALL 12 "4 DI CLASS 53 PIPE SLEEVE FOR 6" SS BELOW PROPOSED EARTH RETAINING WALL. SLEEVE SHALL EXTEND A MIN. OF 5' BEYOND WAIT EXTENTS ON BOTH SIDES - SEE DETAIL 12 cs1 ABANDON EXISTING MANHOLE IN ACCORDANCE WITH WSDOT /APWA SECTION 7- 05.3(3) WATER KEYNOTES 0 (3) 1 -1/2" WATER METERS PER CITY OF TUKWILA STANDARD DETAIL WS -12 AND WS -16. 0 PROVIDE RESTRAINTED JOINT WITH HE ROD TO DEADMAN PER DETAIL f 0,Z l PLUG AND ABANDON EX 8" WATER UNE. REMOVE LINE AS NECESSARY TO CONSTRUCT IMPROVEMENTS. O 16 "x8" TAPPING TEE & GATE VALVE WITH THRUST BLOCKING. PROVIDE MEGA LUG RESTRAINT JOINT OR APPROVED EQUAL TO EAST EXTENSION ® B° 90 BEND W/ BLOCKING. MEGA LUG RESTRAINTS OR APPROVED EQUAL PROVIDE MENTION FL X PO FOR CONNECTION TO RELOCATED CHECK VALVE IN VAULT. © 8" 45 BEND WITH THRUST BLOCKING PER CITY OF TUKWILA STANDARD DETAIL WS -1 AND WS -2 0 FIRE HYDRANT ASSEMBLY PER CUE OF TUKWILA STANDARD DETAIL WS -4 (al 8 "x6" REDUCER D B 90• BEND W/ MEGA LUG RESTRAINT JOINT. REPLACE TO NEAREST JOINT 15' MIN. OF EX 8" AND PROVIDE MEGALUG RESTRAINT JOINTS. 10 2" FIRE SERVICE TAP AND 2 "x2 -1/2" EXPANSION FOR FIRE SERVICE LINE PER CITY OF TUKWILA STANDARDS 2 -1/2" FIRE DEPARTMENT CONNECTION & CHECK VALVE PER CITY OF TUKWILA STANDARDS AND TUKWILA FIRE DEPARTMENT STANDARDS COORDINATE WITH SPRINKLER CONTRACTOR FOR BUILDING CONNECTION LOCATION CONNECT TO BUILDING FIRE SYSTEM. COORDINATE KM SPRINKLER CONTRACTOR FOR EXACT LOCATION. DCVA LOCATED WITHIN BUILDING 13 RELOCATE EX WATER METER AND EXTEND 1 -1/2" WATER SERVICE AS NECESSARY TO RECONNECT. 14 (3) 1 -1/2" SERVICE TAP 15 CUT IN 8 GATE VALVE INTO EXISTING WATER UNE i DOMESTIC WATER SERVICE CONNECTION. COORDINATE EXACT LOCATION W/ PLUMBER 17 RELOCATE EX CIA CHECK VALVE TO CONNECT AT NORTHWEST EDGE OF STE (SEE WATER KEYNOTE 18) ABANDON EX 48" MANHOLE IN PLACE PER WSDOT /APWA SECTION 7- 05.3(2). PROVIDE SPOOL TO RECONNECT EX 8 UNE. 18 ! PROVIDE 48" MANHOLE FOR RELOCATED CLA CHECK VALVE. SHACKLE ROD WILL EXTEND THROUGH MANHOLE. CONTRACTOR SHALL GROUT AND SEAL ALL PENETRATIONS IN MANHOLE. UT1LffY UNE CROSSINGS TABLE CRY OF 1 74 jD( m, RUG 2 8 1997 PE RMIT CENTER SEE SHEET CaO FOR GRADING AND STORM DRAINAGE • DESIGN DATE SHEET TITLE UTILITY PLAN • I Z W IJJ Tukwila, Washington ��w \� aca�aoaoc, E* CONS .RAVE EX DECK SEE .DSCAPE PLAN _Y "ECK (Y °' 5S CO Ex POOL SHE 6 RISERS 5 RISERS AR!A EX NORTHEAST BUILDING E% DECK CALL 2 DAYS BEFORE YOU DIG 1 --800- 424 -5555 SCALE 1 ° =30' LEGEND ASPHALT PAVING CEMENT CONCRETE BUILDINGS SILT FENCE C/L DITCH CURBING EARTH WALL SAWCUT LINE ROCKERY CONTOUR (INDEX) CONTOUR ELECTRIC ONE GAS LINE SANITARY SEWER LINE STORM DRAINAGE LINE TELEPHONE UNE WATER LINE WATER VAULT / VALVE WATER CHECK VALVE IN 48' MANHOLE 6C j orti SSUED TO CITY OF TUKWILA FOR: REVISIONS PER CITY DATE: 8 -25 -97 EXISTING W ND , Z" REBAP � AhD AP "iR'Ap 12 }3fi" REMOVE �,SJ ASS• PROPOSED DI T.- 0 SD CO' • SS CO PAVING NOTES: ENS 1/2' REAR ANS CAP "P, 1 ?336" 5 RISERS S9MH EX CB SLOPE SETBACK N8Pl4'O 429.79 _ 10" CONC HEADwAL/ -s 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS, WSDOT —APWA STANDARD SPECIFICATION, AND .AMERICAN WATER WORKS ASSOCIATION STANDARDS. 2. A COPY OF THE APPROVED PLANS SHALL BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. THE CONTACTOR IS RESPONSIBLE FOR OBTAINING ANY OTHER REQUIRED OR RELATED PERMIT PRIOR TO BEGINNING CONSTUCTION. 3. ALL LOCATIONS OF EXISTNG UTILITIES HAVE BEEN ESTABLISHED BY FIELD SURVEY AND AVAILABLE RECORDS AND SHOULD THEREFORE, BE CONSIDERED ONLY APPROXIMATE AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBLRY OF THE CONTRACTOR TO INDEPENDANTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS AND TO DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 4. ASPHALT CONCRETE PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH WSDOT —APWA SECTION 5 -04. 5. CRUSHED SURFACING SHALL BE PLACE IN ACCORDANCE WITH WSDOT— APWA SECTION 4 -04 AND SHALL MEET THE REQUIREMENTS OF WSDOT —APWA 9- 03.9(3) 6. STERILIZE ALL AREAS TO BE PAVED WITH A SOIL SERILENT, PRAMIIOL 25E OR EQUAL, AS RECOMMENDED BY MANUFACTURER. 7. APPLY TACK COAT TO ALL EXISTING PAVEMENT SURFACES TO BE OVERLAID OR ABUTTED WITH NEW ASPHALT PAVEMENT. 8. CONTRACTOR SI-ALL VERIFY THAT ALL COMPACTION REQUIREMENTS HAVE BEEN MET PRIOR TO PAVING. 9. CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING FEATURES TO REMAIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR REPAIRING OR REPLACING TO THE OWNER'S SAOFACTION ANY AREA THAT DEFACEMENT OR DAMAGED HAS OCCURED AT NO COST TO THE OWNER. 10. CONTRACTOR SHALL AVOID UNNECESSARY DISTURBANCE TO STEEP SLOPES AS TO NOT INCREASE THE POTENTIAL FOR INSTABILITY. 11. CONTRACTOR SHALL PROTECT ALL FINISHED SURFACES. ALLOW NO HEAVY OBJECTS TO BE MOVED OVER FINISHED SURFACES. CONTRACTOR SHALL REPAIR AT NO COST TO THE OWNER ANY RUTS, AREAS SHOWING SETTLEMENT, AND ANY OBSTUCTIONS TO POSITIVE DRAINAGE. CONTRACTOR SHALL NOT ALLOW VEHICULAR TRAFFIC ON ASPHALT PAVEMENT UNTIL N IS COOLED AND HARDENED AND IN NO CASE SOONER THAN 6 HOURS AFTER PLACING. 12. CONTRACTOR SHALL NOT PAVE IN RAIN, WHEN SUBGRADE IS WET OR FROZEN, AND WHEN TEMPURATURES ARE BELOW 40 DEGREES F. TACK COAT SHALL NOT BE APPLIED IN TEMPERATURES BELOW 50 DEGREES F. SS co PAVING KEYNOTES: SD CO 0 ASPHALT PAVEMENT — SEE DETAIL 0 EXTRUDED CONCRETE CURB — SEE DETAIL ( EX DECK CVI 3® CONCRETE WALK — SEE DETAIL ® CONCRETE STAIRS — SEE DETAIL ® GRAVEL ACCESS — SEE DETAIL c 0 CONCRETE WALK FLUSH WITH ASPHALT PAVEMENT AND NO CURB SEE DETAIL (:\, 1 0 ASPHALT OVERLAY — SEE DETAIL C1vt ® MATCH EXISTING WALK 0 MATCH EXISTING CURB 10 SAWCUT TACK AND MATCH EXISTING PAVEMENT 11 GARBAGE ENCLOSURE — SEE ARCHITECTURAL PLANS 12 CONCRETE TRANSITION RAMP 12:1 MAX SLOPE APPROXIMATE NE CDR. ,0" 36, S56 726.73' BROOK,LE GARDEN R.ACiS EX SLURS E% ::co SD 70 SOCB DC CB EX CB 1 CITE OF TUKWILA ` AUG 2 8 1997 PERMIT CENTER SHEET I1TLE PAVING PLAN • 0 p � W 2 5 V Z Q W G — y — c 7 � s e c» w C8 s • 95- 0313 -01 JOB No.: LPL DRAWN: LJP CHECKED, 8 -25 -97 BATE HO. once REwslow IJi C9 REMOVE EXISTING CATCH BASIN GRATE AND INSTALL FL_TER FABR'.0 UNDER GRATE AS SHOWN FLIER FABRIC EXISTING CATCH BASIN �I n� LOCKING FRAME AND GRATE (SATHER MANUFACTURING 1212 FRAME AND GRATE OR APPROVED EQUAL) 6 RISER NOTE: SLOPE SWALE TO DRAIN N 0.55 MIN. 1MM1MM1M111 ■1•11•111111111 CATCH BASIN SEDIMENT ALTE 1 18 RISER p 18" JUNCTION BOX INITMCEPTCfl SWALE 7 NOTES: 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. [ FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. 2" BY 2" BY 14 GA. WIRE FABRIC OR EQUIV. \ F l BURY BOTTOM OF FILTER MATERIAL IN 8" BY 12 TRENCH r✓ � 2" BY 4 WOOD POSTS, STANDARD OR BETTER OR EQUAL ALTERNATE: STEEL FENCE POSTS. ELEVATION 6' MAX. 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M 199) & C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT /APWA STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER SIAM. PLUS CATCH BASIN WALL THICKNESS. 6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX. DAM. OF 20 ". KNOCKOUTS MAY BE EITHER ROUND OR ° D" SHAPE. 7. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5' -0 ". 8. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1 /2 " /FT. 9. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR- F -62ID. MATING SURFACES SHALL BE FINISHED TO ASSURE NON- ROCKING FIT WITH ANY COVER POSITION. 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER, 11. FOR CATCH BASINS IN PARKING LOTS REFER TO WSDOT /APWA STANDARD DWG. B1 -b. 12. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM VERTICAL EDGE OF CATCH BASIN WALL. FRAME AND GRATE SEE SEC.7.05 AND APPLICABLE DWGS. 6" RISER SECTION 1 13 BAR HOOP 12" RISER SECTION 2 #3 BAR HOOPS /3 BAR EACH CORNER IS BAR EACH SIDE PRECAST BASE SECTION (MEASUREMENT AT THE TOP OF THE BASE) CATCH BASIN TYPE 5 FILTER FABRIC MATERIAL 2" BY 2" BY 14 GA. WIRE FABRIC OR EQUIV. 2 (MAX) I PROVIDE 3/4" - 1.5" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE. 2" BY 4" WOOD POST ALT: STEEL FENCE POSTS. NOTES: gn EL 142.00 EL 141.75 IMPERVIOUS FABRIC MIRAFI MCF1212 OR EQUAL SECTION 8" MIN GRAVEL WINDOW 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M199) AND ASTM C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT /APWA STANDARD SPECIFICATIONS. 2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN. CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6 MIN. CLEARANCE SEE DWG. N0. 2 -006, CATCH BASIN DETAILS. HANDHOLDS SHALL BE PLACED IN ALTERNATING GRADE RINGS OR LEVELNG BRICK COURSE WITH A MIN. OF ONE HANDHOLD BETWEEN THE LAST STEP AND TOP OF THE MANHOLE. 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. ALL PRECAST CONCRETE SHALL BE CLASS 4000. NTT ALTER FABRIC FENCE DETAIL Z 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE WALL THICKNESS OF 2 MIN. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. PIPES SHALL BE INSTALLED ONLY IN FACTORY KNOCKOUTS UNLESS OTHERWISE APPROVED BY THE ENGINEER. 5. KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER DIAM. PLUS CATCH BASIN WALL THICKNESS. MAX. HOLE SIZE SHALL BE 36' FOR 48° CATCH BASIN, 42 FOR 54° C.B., 48 FOR 60" C.B. , BUT FOR 72 C.B., Be FOR 96' C.B. MIN. DISTANCE BETWEEN HOLES SHALL BE 8" FOR 48 ° , 54 ", AND 60" C.B. 12 FOR 72 AND 96 C.B. 6. CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN ACCORDANCE WITH SEC. 7.05 AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR -F -6210. MATING SURFACES SHALL BE FINISHED TO ASSURE NON- ROCKING RD BP ANY COVER POSITION. 7. ALL BASE REINFORCING STEEL SHALL HAVE A MIN. YIELD STRENGTH OF 60,000 PSI AND BE PLACED IN THE UPPER HALF OF THE BASE WITH 1 MIN. CLEARANCE. 8. MIN. SOIL BEARING VALUE SHALL EQUAL 3,300 POUNDS PER SQUARE FOOT. 9. FOR DETAILS SHOWING LADDER, STEPS, HANDRAILS AND TOP SLABS, SEE DWG. NO. 2 -006. 10. SEE THE WSDOT /APWA STANDARD SPECIFICATIONS SEC. 7 -05.3 FOR JOINT REQUIREMENTS. 3 ° -2 QUART ROCK EL 142.25 1„ < 5 > 2 (MAX) VARIE5,2' -2p `. " .� \ 1 NOTE 1. SWALE SHALL BE CONSTRUCTED PER GEOTECHNICAL RECOMMENDATIONS WITHIN GEOTECH CONSULTANTS MEMO DATED JUNE 6, 1997 2. CONTRACTOR SHALL REMOVE LOOSE OR UNSUITABLE EXISTING FILL PRIOR TO FILL REPLACEMENT FOR BIOSWALE 3. FILL FOR BIORLTRATION SWALE BERM SHALL BE SILTY FINE GRAINED SAND. USE OF ON SITE MATERIAL SHALL BE VERIFIED WITH GEOTECHNICAL ENGINEER. 4. FILL SOILS WITHIN BIOFILTRATION SWALE SHALL BE COMPACTED TO 95% MODIFIED PROCTER. LIFTS SHALL BE NO GREATER THAN 12 INCHES THICK 5. PROVIDE CONCRETE COLLAR AT OUTFLOW. BIOFLTERATION SWALE / PRECAST BASE JOINT STRAW BALES AS REQUIRED - TWO STAKES PER BALE TO MAINTAIN POSITION AS REQUIRED DRAINAGE SWALE TOP SLAB MORTAR FILL FOR SEPARATE � "O RING CAST -IN -PLACE - .-16 SEPARATE CAST IN PLACE BASE OR SEPARATE PRECAST BASE. REINFORCING STEEL- (FOR SEPARATE BASES ONLY) 0 SIZE 48 54 BUT SQ.IN.FT. IN 0.23 0.19 0.25 EACH DIRECTION 72 0.35 12" MIN. 0`24 Or` 1 `24 0 96" 0.39 FRAME & GRATE OR COVER. SEE SEC. 7.05. (2) HANDHOLDS ADJUSTMENT SECTION (LEVELING BRICKS OR GRADE RINGS OPTIONAL). (2) STEPS OR LADDER, ORIENT WITH INLET SO STEPS WILL CLEAR PIPES. SEE DWG. NO. 2 -006. 48 ",54 ",60" 72 ",OR 96" 48"0 - 6" 54 "0, 60 "0, 72 "0 - 8" 96 "0 - 12" PRECAST BASE & INTEGRAL RISER. C -0" FOR 40 ", 54 ", & 60" DIAM. 2' -0" FOR 72' & 96" 0IAM. GRAVEL BACKFILL FOR FOUNDATIONS 6" MIN. COMPACTED DEPTH FOR PRECAST BASE ONLY. REINFORCING STEEL (FOR PRECAST BASE & INTEGRAL RISER ONLY) 0 SIZE 48" 54" BUT OUT 96 SQ.IN.FT. IN 0.15 0.19 0.25 0.24 0.29 EACH DIRECTION WASHED GRAVEL BACKFILL 4° PERF PVC PIPE R W W/ AFL OR APPROVED EQUAL \ MI 1 FOOT DOT OVERLAP T TOP .AT TOP - LOCATION PER ARCHITECTURAL PLANS STRAW BALE DIKE 3 CATCH BASIN TYPE 'T i RECEIVED ctrl or TurcwILA AUG 2 8 1997 PERMIT CENTER NTT 7WC. I PONES 0/23/96 co C 0. co w ■�B EFT a. -0- 0 a. 0 0 0 :mot ca 0 5 C3 C) y U' 0 U DEMON Q 95- 0313 -01 JOB NO.: LPL DRAWN: LJP CHECKED: 8 -25 -97 DATE: 2 / 2' SQUARE h -x- �1� FK: -ME GRATE & ROUND SOLID COVER NARKED 'DEAN" WITH LOCKING BOLTS. METAL PARS: RIM =143.5 A CORROSION RESISTANT GAL,. PIPE PARTS TO HAVE ASPHALT TREATMENT. SEE PCPS LIFT GATE CONTROL ROD D i ./ 49 AND 50. 7 NEOPRENE GASKET SHEER GATE W/ CONTROL ROD FOR CLEANOUT/ - / DRAIN (ROD BENT AS REQ'D FOR VERTICAL ' ALIGNMENT W/ COVER) \ III 7 x . mo/ ( / \ \ )1 1 I "j t J r'� EL__ 0 M \. -6" MAX. r- SAW CUT (TYPICAL) PROVIDE AT LEAST ONE 3"x.09 GAGE SUPPORT BRACKET ANCHORED CONCRETE WALL (MAX. 3 -0" VERTICAL SPACING) SEE NOTCH DEAL BELOW STD GAL/ HANDHOLDS STEPS OR LADDER, SEE KCRS DWG 39. "0 T ` SEE KCRS DWG 53. ;�_ , -. - LIFT GATE CONTROL ROD PRESSURE RELEASE ASSEMBLY LIFT GATE DETAIL oC; \ \ \ \ \\ FINISH GRADE EXISTING PAVEMENT SURFACE -� t MAX W S f \\ ( 1 \p \� A 1 7 yon / \\ p ' / \ / 1 NEW PAVEMENT - SEE DETAIL � (OR LANDSCAPE PER LANDSCAPE PLAN) A VERTICAL DAR GRATE FOR POND OVER OW CAST IRON COVER AND RING MARKED "SD° CAP OR TEST PLUG 12 RISER 6" THICK GROUT ALL AROUND I M IN OUTLET PIPE A I , I 1 J -- all INLET PIPE OR PIPES PLAN VIEW C OR SELECT I COMPACT TO MAX DENSITY GRAVEL BACKFILL BEDDING MATERIAL PER CITY OF TUKWILA STD DWG DS11 COMPACT TO 95% MAX DENSITY PIPE NOTES: W = ID +24 FOR 24" ID OR SMALLER = ID +36" FOR PIPE LARGER THAN 24" A = 4° MIN FOR TO ID OR SMALLER = MIN O ID TO 15 ID B FOR 6" MIN FOR ID GREATER THAN 15 FIBER JOINT PACKING P � S \� C ®` �� EL =139.5 - A 0 A NOTES: '� CONCRETE 45' BEND J 1' SECTION OF PIPE ATTACHED BY GASKETED BAND TO ALLOW REMOVAL t _ c I j)} INLET INVERT = 139.5 1 METAL PARTS; CORROSION RESISTANT,GALVANIZED PIPE TO HAVE ASPHALT TREATMENT 1. CIRCUMFERENTAL LENGTH OF OPENING SIZED FOR 2. FRAME AND LADDER OR STEPS SHALL BE OFFSET SO; MAXIMUM DESIGN FLOW 0 6" DEPTH • o A. CLEANOUT GATE IS VISIBLE FROM TOP RESTRICTOR PLATE WITH 7.5" ORIFICE EL-137.5 ' LI -�, FRAME /GRATE FOR CONTROLLED POND OVERFLOW. PROVIDE VERTICAL BARS IN FRAME ®4 O.C. (OTHER lalWillall OM I I B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE C. FRAME IS CLEAR OF CURB. 3. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE ". USE 6 SMOOTH O.D. EQUAL TO CONCRETE I.D. LESS 1/4 THK GROUT ALL AROUND OUTSIDE 1 FLOW , - L, - FLOW SYSTEMS ACCEPTABLE IF APPROVED BY DOES) - I w) WIDTH OF TRENCH i NOTCH Y I\ ^ 54 A CONTROL MANHOLE -: -' CATCH BASIN TYPE 11 -54" SECTION A 4. LOCATE ADDUIONAL LADDER RUNGS IN STRUCTURE USED AS ACCESS TO TANKS OR VAULTS TO 45' BEND OR Y . SEE PLAN FOR I.E. AND PIPE SIZE SEE PLAN DRAIN 2 A- TOP OF ?'FE STOP NTs i FLOW RESTRICTOR,TEE TYPE ALLOW ACCESS WHEN CATCH FILLED WITH WATER. DETAIL �L STORM CONTROL MA11-10LE 4' UNLESS OTHERWISE SPECIFIED ON PLANS 10" EXISTING OR PROPOSED DOWNSPOUT EXTEND EXISTING AS NECESSARY TO MARE CONNECTIGJ -- BUILDING WALL STIORM DRAIN WYE AGGREGATE 2 TOP AND 4" BASE COURSE COMPACT TO 95% MAX.DENSITY "B" CLASS ASPHALT CONCRETE PAVEMENT FINISHED GRADE - FINISHED GRADE _ I! S° •• '•� . I 6 DOWNSPOUT TO PIPE ADAPTOR (ALL CONNECTIONS SHALL BE WATER TIGHT) l / s 3" 1" 5" 2 /2 2 1/2 " � 4 CONC. WALK 3/8 EXPANSION JOINT FILLER EXTRUDED CONCRETE CURB NEW ASPHALT PAVING 7 CEMENT CONCRETE CLASS 3000 INACCORDANCE WITH WSDOT APWA SECTION 8 -14. DO N STRUT. WHERE WALK > 6 FEET - , PROVIDE 4x4 W2.9xW2.9 (WELDED WIRE FABRIC) 2�_ % _ 6 0 BEND STORM CONVEYANCE PIPE \ 410.* - '�- EDGE ASPHALT PAVEMENT (MIN.) T at � R. _ a ° i i ° 1 ''R ° 1 I ° 1' I _ _ . - § I . ASPHALT OR CONCRETE PAVEMENT J / x - x -x -x -x�x -x SUBBASE EXIST. SUBGRADE OR FlLL SUBGRADE COMPACT TO 95% MAX DENSITY PER ASTM D1557 NOTES: 1. SAWCUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK COAT. 2. PLACE AC IN ACCORDANCE WITH WSDOT APWA SECTION 5 -04 3. PROOF ROLL AND REMOVE ANY SOFT SPOTS WITH GRAVEL BORROW. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION PRIOR TO PAVING. A ' ASPHALT PAVEI NT SECTION 4 \1 , ® a5'} J / X145' DEPTH OF THRU JOINT 13 DEFORMED 010' -0 0/C BARS 8 LONG ®24" OfC S v 4" COMPACTED SAND BASE COMPACTED SUBGRADE OR FILL TO 95% MAX DENSITY ----- I WALK SECTION SECTION DO CONNECTION grs -7 p g 1 __ o% Tr 1 24 SEE LANDSCAPE PLAN FOR SHRUB BARRIER OR FENCING AT TOP OF WALL 2 ,7 c VARIES 10' TO 4' SEE PLAN r C _ P-11- _ /5 / / . .� ' o i SEE LANDSCAPE PLAN FOR SHRUB BARRIER OR FENCING AT TOP OF WALL FINISHED GROUND 6 CRUSHED SURFACING BASE COURSE COMPACTED SUBGRADE OR FILL COMPACT TO 95% MAX. DENSITY - MS GRAVEL ACCES 1 ( # EA. NOSE f WALL FACE TO RETAIN FINER GRAIN- z � CV 11" (1YP) r\ #4 M 18 ° oc E W - I I `" �C- /� �_ MATERIALS AND ALLOW VEGETATIVE �_ GROWTH ON FACE OF WALL L = g NATIVE MATERIAL OR GRAVEL BORROW PER MANUFACTURES RECOMMENDATIONS COMPACTION DRAIN 0.5% TO MIN - -' `` 7_� ,----- 1- ~`s 1r . � ' ;-�-,� s R - `� ue. ASPHALT CONCRETE CLASS 'B' • �� Q, 1 STRUCTURAL EARTH WALL SEE DETAIL �- PER MANUFACTURE RECCOMENDP.TIONS v1 �- •� FRONT FACE OF STRUCTURAL 'L, EARTH WALL ��- 5 20 �- EXISTING GROUND --- -'- _— x NOTE: EXACT C , RAILING ARCHOF STAIR SEE PLANPER , RAILING 'L PLANS O I- EXISTING GROUND z �- �: SEE PLAN FOR DIAMETER OF DI PIPE -� '�- _ _ - _ _. - -- - - LENGTH PER MANUFACTURER __-_=" ----C - RECEIVED CE OF TUKWIIA NOTE: OVERLMANUFACTUREAP PER (2)#4 BOT. 6" MIN. x > LENGTH PER MANUFACTURER PER HILFlKER EARTH RETAINING WALLS OR APPROVED EQUAL THE CONTRACTOR'S STRUCTURAL ENGINEER SHALL SUBMIT DETAILED DESIGN CALCULATIONS AND SHOP DRAWINGS TO THE CITY OF TUKWILA, CONTRACTOR RESPONSIBLE FOR OBTAINING APPROVAL FROM THE CITY'S ENGINEER PRIOR TO CONSTRUCTION. STRUCTURAL EARTH WALL DETAAL CLASS 53 DUCTIi. IRON PIPE AUG 2 8 1997 PERMIT CENTER AT STRUCTURAL EARTH-WALL 1 CONCRETE STAR 8 EXISTING GROUND- EXISTING APSHALT CONCRETE PAVEMENT A T O Y - 11 5.T TITLE GENERAL DETAILS 95- 0313 -01 JOB p5, LPL DRAWN LIP CHECKED: 8 -25 -97 DATE SHEET MOM o ^, DATE 95- 0313 -01 JOS NO.: LPL IMAM LJP CHECKED: 8 -25 -97 DATE: SHEET TITLE GENERAL DETAILS SH AEVISION • Z 1jJ inv W NTs Not Used r 1 U -L-, I EX 16" WATERMAIN 1 U CONCRETE DEADMAN 2 CY MIN. PLACE IN UNDISTURBED BEARING SOIL (TYP BOTH SIDES) 3/4 ALL THREAD SHACKLE ROD COATED W/ TAR I; CONCRETE DEADMAN 2 CY MIN. PLACE IN UNDISTURBED BEARING SOIL (TYP BOTH SIDES) EX AT WATERMAN 4 CHANNEL OR ! -BEAM EMBEDDED 2' MIN WITHIN CONCRETE C SOLID SLEEVE W/ MEGA LUG RESTRAINTS TO CONNECT EX 8° PIPE L 4 < NUT AND WASHER c. - EX B 1 ATERMA I ' ' - � - 48 MANHOLE RELOCATED CIA CHECK VALVE. PLAN VIEW - - - - - 48" MNAHOLE 3.5 3.5' 4, 4 .'. SIDE VIEW DEADMAN 1/2" = 1'0 - H-BLOCK RE JOM A BLY Not Used rs w No Us =VV3 Not p p�� 6 No Used V �a,, NTS 9 Not Used 1 J 9 p MS Not U ( 1) NTS Not Used WS Not Used 10 • Not Used NTS 11 11ECENE CITY OF TUKb WILA "\fir AUG 2 8 1997 ,` PERMIT CENTER Not Used ' 12 DATE 95- 0313 -01 JOS NO.: LPL IMAM LJP CHECKED: 8 -25 -97 DATE: SHEET TITLE GENERAL DETAILS SH AEVISION • Z 1jJ inv W SEE SHEET L -3 FOR ENLARGED AREA OF GAZEBO I SPA & PLAYSTRUC IURE 20'FfONT YARD LANDSCAPE SEE SHEET L -2 FOR PLANT LEGEND • 'F' 01 #' Cam) 12-' , SE SHEET L -2 FOR P A_NTFR iS �NLARGMENT I2- C2) 2f2" C%. res.l. Y..Eb2 jT r2EE5 PER !E. 54.. caoCV 7x2. alEQCLt examaq / ac K *Ts. tPEsr.4,7P *� 8G, NORTH S CALE 1= 20' -- (OM/A WRU!, L Of .N/ Q ,/77 RECEIVED CITY OF YUKWILA AUG 2 8 1997 PERMIT CENTER ® T 4 L i SYMBOL BOTANICAL NAME COMMON NAME OHAN(TY WE Cam 'FP 1 Thuya plicate Western Red Cedar 7' -8'ht. B&B Full dense crown. Not sheared PCC 2 Fyn. calleryana'Chanticleer Chanlideer Flowering Pear % ;f£Q.b :" . '. 3r /y' B &B All trees to have likegrowth FOR 3 Fraxknus oxyearpa'Raywoocr , 2 Branched at 5'. V M Raywood Ash 1 /9. . i7 � B&B MM.. (3) lea deers w 4 Libocedrus decurrens Incense Cedar 7 B&B All trees to have like growth. 15' spr. LSF 5 L"xluidambar styraciflua 'Festival' CAL Festival Sweetgum Tree ,, ..' eat. .SIC B &B Full a d even; Branched at same height; 20' spr. PN 6 Maus nigra - Austrian Black Pine . -. 6' -7'M. B&B Full branching to base of tree OB 7 Comus kousa chtnensis Chinese Kousa :Dogwood �� 2. cal. B&B Singh. trunk. PO 8 Picea omerilm - Serbian Spruce IS 8' -7' ht. - B&B- . ARS 9 Acer rubmm 'Red Sunset' '- Y caI -- Full & even branched at Red Sunset Maple L. fZ. . B&B - same height PM 10 Pseudotsuga menziessi - Douglas Fir 6' - ht. _ Full uniform crown Not sheared SYMBOL BOTANICAL NAME COMMON NAME GUANIYY 1 Ste' COMMENTS HO 1 Hyper... calycinum Aaronsbead St.JOhnswort /45 kLt¢b.: 1 gal. cont. 15" spr. .min. Full Crown. Space M 24' oc. GS 2 Gaukheria shallop - Saki % ;f£Q.b 1 gal. cont. 15 spr. min. ° Full Crown Space gM 24 oc. CVM 3 Cantina vulgads`Mullion' Mullion Stint. Heath » /it:"A D 1 9E1.'cBM. 10' spr. min. Space M 24 oc. V M 4 Vince! minor Littleleat Periwinkle - 1 /9. . i7 � 1 gal. cont. 18 length leaders MM.. (3) lea deers LBWki bill / + /ri �t?RLE7 - LAS GROUND COVERS SHRUBS 416 131100 0 - 1 Y Mynca caigomice P all. i rlle 24`- 30`ht. Full & even crown growth. Full compact crown RIP 12Raphwlapis 001. 191 tIN Pks4t Gbou3 Rapbtok+pis :.: ION 13 Nandina domestbal'Nana'. . NanaHeavenlyBamboo I-BA '14 HemmeroosiWssp.. DayBTy Cont. CM :cent. - Pastel colors on gal. cont. Full and budded. FAi Wien mcnon gro *ih. CD 3 Cotoneaster dammed Lowfast .COtbneaster VPT 4 Viburni; 1Iicatum- tdmentasum Douhinge VNurum CC PLO 2 Mollis Azalea Aialea maw 5 CIst}s corbgriensis (hybrides) WtERe'RSdoose 6 Polystichum;*sunilum Wester c1Fero RB 7 Rhododand U B owbells dmn. RR 8 Rhododendron 'Ramapo' PLANT SCHEDUL - 2 E1C 9 Euonymoys.alaAa_'COmpada' 10 omca Plods Op'Forest'Flame` Foram:: Flame. - Andromeda. 15 Azalea'Chdstmas Cheer`. Christmas Chet Azalea .Rhadodehdron'Dora Dora Amatels 17 Rhododendron 'PJM' PJM Rhododendron 1.0- Viburnum davitlii Davids Viburnum 19 Mahonia aqulfolhr a 'Compacta' Caarpad Oregon 20 Poor ciminatum Vlrie.Maple - ... 21 Plnus Iaurocerasus 'Otto Otto Luyken- Laurel al. container o Da e 'esk 5yal. cont. Min.24 9 cartes 3 gal. cont. Min. leaders 18 long 5 gal. cont. 30` AL & spr. min. gal: cent. 20 ht. A spr.: min. 3 gal. coat. Frond length 24^ min 24 ^ -30° M. 5 gaL : comb. - Full and budded. t5.:t6 ht. - gal. Cont. 5 gal. cont. 6' -7' ht. gal. coot LOP' = /P IJLY•REPrAtLS/ EXL075 L /Ef2TL LILLM IElC,PL =Air nun SymEO /G coati &M62tL LM sT REPL2'EALIEL7 7,YF IGle L=+ir'L✓1. Full and budded Fug crown Min. 4-5 fronds. Full and. budded. Fug & even crown growth Full and budded. Full and budded. Min: (4) trunks Full even crown 2 ti WOODBOt.L Al @ 32" 111'. Irt 11! PARKING LOT PLANT INOEI3IPROPERTYLSI ADJAGBNI'TO EXISDNG ROCI¢RY). °LC LTit�'J s t o@ eLZhml Mlr18ElR. AD LSA TREE PLANTING DETAIL Ins ( eraK nfSW or /Gtr E: s <.11/l�it6 .f/EL) itmai ArBxzr �• s=e'xsrzt�svtt t�'J x'ri.^,ratii tec SHRUB PLANTING DIRTAIL t ' )- A gA4EV �Y/tID CONIFER DETAIL GIFICILINDCOVER PLANTING DETAIL 48" CONC 36 "-42" fait 1111 1 11•1•6311•011111 ■1111111/41%504 \lam Vii(!® f / / / / / 4011 WALK T. ROCKERY 6'XI6'G TRELLIS 42" WOOD DECORATIVE FENCE 60 ' HT: CHAI INK FENCE f PL AITE2 2ED ✓ 1 ob®" t4df ,- PLAY CHIPSURFACE PLAY AREA SURFACE BE COMPOSED OF PLAYCHIPS' AS PER SEATTLE SCHOOL DISTRICT STANDARDS., PLAY. APPARATUS FOR 542 YEAR OLD? CHILDREN ACCOMMODATES 24,- 28 TUNNEL SLID PLAT CHIF GAZEBO I SPA PLAN VIEW 1/4!"--.1'.4)" NOTE:, THE GAZEBO AND SPA DRAWINGS ARE AS PER KTH- ARCHITECTS i t D Gr7ocf, 3e ALL CHAS L K F SMALL SE \/1 r L COATED ot L-2 rE■ICE ELEV. Z7TL. v+Xs`2``i - c VARIES 1)tI$1It1li11IT I:l f.Ia 11 :. ! ROCKERY / WALK / DECORATIVE WOOD FENCE SECTION ukM i1 R€CEIVEO Dry OF TUKWIU AUG 2 8 1997 PEW T. COI TE,R CB Al RIM ELEV. =7736' 84 CPP IN1V E. 171.06' RCP INV. E-17J.06' 12 RCP INV .SE =171.86' , - 150.'8 CRAY Fl ' E ';O - p0 RADIUS 226.41 • FND 5/8° R/B &CAP ° TEH LS 1 `-AGE -OF PA_ _ CB �E D ° PROP. UNE ONLY _ - - G - - - - RIM 'l 1 6 - -- - -- _ 5=169.36' EDGE OF PAVEMENT 212.13' T 'LEEKOIVT S '7 92• BEGINNING OF POWER PAINT N - I66UGCED INDICA7ES. S /O_LNE_COMIIN NORTHWEST BUILDING I OF PAVEMENT RN 4't R/B&CAP "TRUD 12336' '11111111011110 NORTHEAST BUILDING 2 ORIM X O RIM ELEV.-656 i6^/ I 160 . • , Cj I �,! RIM � ELBV.:157.4 ..\ 1 3/ i\ � I �1 ( g• R•P 1W. SW ((55.47' 7 I /0/ N x I WJ ca ' \ { CB /10 OIL WATER SEPARATOR I RIM- 141.69' 'ov RIM C NV. E - 1 I L 6" I��c 1M/. S� 0.84' 1Y CMP 1NV.NE- 139.52' a l _ _ 8° VC INV. E- 139.52' I G_ tY ' - P CMP - INV. �- _ -- 9 40 _ _ (REC. NO. 588 ♦ y 0\ NOV 1291 CONCREIS' $TMRWA 150.1 N - . 29• . S- 146.24' # CB 11 RIM E1.EV.- tY CMPI NOTES: .c0 12 RCP INV.NW =T69.5i�" C 4 T 50 A 60 DELT 53 4 0 N;, CB f2 RIM ELEV. =176.25' 6 RCP INV. N =174.90' g" RCP INV. W =174.75' �$O TANGEN 114 .57' EASEMENTS UNDER RECORDING NUMBERS 7402040163 AND 7810090458 APPEAR TO BE DESCRIBED AS BEING 55' EAST OF EASEMENT UNDER RECORDING NUMBER 6318167. INTENT APPEARS TO BE SAME LOCATION, AS SHOWN. OTHERWISE 6318167 WOULD BE RUNNING THROUGH E. END OF BUILDING. PREVIOUS SITE PLAN BY KUSSMAN ASSOCIATES STOWS ALL THREE EASEMENTS IN THE SAME LOCATION. EASEMENTS LISTED IN ITEMS 5 AND 7 OF SCHEDULE B, UNDER RECORDING NUMBERS 7512150829 AND 8812190688, ARE NOT PLOTTABLE. P11-00.6g SITE SURVEY FOR PYRAMID APARTMENTS IN THE S.W. 1/4 OF SEC. 23, T23N., R4E., W.M., KING COUNTY, WA. LEGAL DESCRIPTION (FROM WARRANTY DEED RECORDED UNDER K. C. REC. N0. 5516664) ALL THAT PORTION OF' THE FOLLOWING DESCRIBED PARCEL "A" L YING SOUTHWESTERLY OF A LINE DRAWN PARALLEL WITH AND 140 FEET DISTANT NORTHEASTERLY THEREFROM, WHEN MEASURED AT RIGHT ANGLES AND /OR RADIALLY FROM THE MAC ROAD LINE OF PRIMARY STATE HIGHWAY NO. 1, SOUTH 17817-1 ST. TO SOUTH 126TH ST. PARCEL "A ": TRACT 36 OF BROOKVALE GARDEN TRACTS, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 47 RECORDS OF KING COUNTY; ALSO THAT PORTION OF THE SOUTH 1/2 OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., LYING BETWEEN THE EAST LINE OF SAID BROOKVALE GARDEN TRACTS AND THE WEST LINE OF INTERURBAN ADDITION TO SEATTLE, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 55 RECORDS OF KING COUNTY, BETWEEN THE NORTH AND THE SOUTH LINES OF SAID TRACT 36 PRODUCED EAST. ALL SITUATE IN THE TOWN OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON CURB N.E. INV. SSMH /2 RIM ELDV - 133.32' 7,0 8 PVC INV. N- 121.92' E' PVC INV. S- 121.82' \0C — 11 5DMH p1 RIM ELEV.-177.30' 10 DUCTILE INV. 14■173.05' 10 CMP INV. E- 172.80' CMP INV. 5- 172.80' 1l 1$O 120 GRA SSMH_ rI 8" PVC P 2.43' 8' PVC INV.NE ■173.03' 8 PVC INV. S - 172.13' 130 f " -30' 0 30 N 60 90 BASIS OF BEARINGS: K.C.A.S. 711 SWAN #3 RIM ELEV.■187.11' —9d CONCRETE HEADWALL DATUM: U.S.C. & G.S. BENCHMARK: TBM PER TRIAD SURVEY DATED FEBRUARY 18, 1993 TOP CENTER BOLT OF FIRE HYDRANT NEAR SW COR. OF PROPERTY. ELEV.= 148.57' CONTOUR INTERVAL =2' CURB � a ASPHALT PARKING , #t\ APPROXIMATE NE COR. LOT 36, 990060ALE GARDEN TRACTS CURB r� APARTMENT SIGN AWNING OR DECK CONIFER TREE ® CATCH BASIN —X— FENCELINE AS DESCRIBED FIRE HYDRANT GAS METER © GAS VALVE INDICATES LINE CONTINUES ^00000 ROCKERY • SANITARY SEWER. CLEAN -OUT SANITARY SEWER MANHOLE 6" EXTRUDED CURB STORM DRAIN MANHOLE TELEPHONE RISER UTILITY UNES (OVERHEAD) UTILITY UNES (UNDERGROUND) AS INDICATED BY PAINT MARKS FOUND ON SURFACE; ARE AS FOLLOWS: ELECTRICAL POWER U/G GAS U/G TELEPHONE U/G WATER U/G UTILITY POLE UTILITY POLE GUY ANCHOR WATER JUNCTION BOX WATER MANHOLE N WATER METER WATER VALVE WATER VAULT - Cr -iF W s S 3' .0 s.1 Ihf 0 B LBJ0 FENCE LEGEND DECIDUOUS TREE Unit ° 'Units Type Unit Sq. Ft. Deck Storage Gross Deck 5F. Storage Gross 5F unit Goes 5F. Descr iption Inn 'A' I B 661 52 I6 52 16 661 1 Bdrm / I Bath hunt 'AB' 2132 A 661 52 16 52 16 661 I Bdrm / I Bath Unit A B 850 l4 14 222 12 2550 1 Been / Bath 11111. 'C' - B 532 i4 24 296 96 ., .5 , 5,-, , . Bath unit 'D' I B 991 l4 24 14 24 991 3 Berm / I Bath Floor Area eel/ "P* e..,..,, Left Side Storage Stir LLlts Dods 595 _RIght 5ide Storage _- .. --I' _ Stav - Total Grose 2133 °rdyllte Decks red Floor 46 1842.. 148 48 95 46,492 2132 Let Floor 1842 1,642 148 48 193 1842 40 448-' " 48 95 4,364 t9smt 133 1,542 - 48 193 1842,_ . - ^` -' 5826 538 53 55 4,113 116 Toth 5526 296 ^ .. _.. - 144 ___-4.91' J 3,684 148 101 290 10610 Floor Area (eft Left 5ide RIg33 Side Total Grose Units Decks Storage 595 Unite Decks Storage Stair 2nd Flea 1441 148 46 94 Reereation Open Space 1 Required. 400sf x 10keits i 40400 46,492 2132 bt Fl 1842 390 53 193 1459 114 40 193 4546 Bent 1842 20'-0 48 133 1ry59 40 193 3915 Toil 5826 538 149 480 3,3115 116 80 386 10053 Zoning: R I4 . R -3 Uh ale House (locate In Master Bathroom) Allowed/ Required Proposed Site Area i Project Limits WA 200,560 Other bath 4 powder r 00M8 4.6 acres Maxine impervious 60% 49% Coverage 90 336 98,126 Max. Bldg. 1-11 Reereation Open Space 1 Required. 400sf x 10keits i 40400 46,492 Setbacks Primary Feat, 2 story) 20-0' 20 -0' Secondary From, 3 stay 20' -0' 20-0' Side, 3 stay 25' -0' 25' -0' Rear, 3 story 20' -0' 20'-0 LOCATION VENT VOL MANUFACTURER / NO. Uh ale House (locate In Master Bathroom) 15 wen Neale OT 80 operated by an automatic time -of- day timer to manual override (Internetic 1.-00) Unit Kit. 100 cfm Broan aerie. 40000 Other bath 4 powder r 00M8 50 cfm Nutone OT 80 Laundry Rooms 5D cfm Nutae O'f 80 (may be omitted when located within a vented bathroom) BARRIER -FREE NOTES The acJe6) sill meet the requrements or the 1994 UBC and the June 19°98 waNwgta State 4nendments- Reg,eons for tee Barrier Free Facilities. 'he pr4Ject includes I T '4' ban4r -free dwelling vats In accordance with Table II -B. Thee are r_ *rye 'B' units 1 see WEA , 103183 exception 3.) edepmcie d01I]94 u- a shall carorm to all requiremete for acce»Ible dwelling trim, Including space and evuceval provisione for fuve Installations for acceeelble features such as grab bare, ,..besot to the folio,. modincatlon,: Na.- acceseele. movable rate ,try a shelving may be allowed beneath to lower kltdnn counter space required by Sec. 11062113, provided that such cabnetry and ehe)VSg s not permanent a. le easily removable. Lavatory colnte shall be self- ayuport5g. B. Crab bars req uved by Sec. 110621/1. need not be Installed provided vat all Struct0al re aceeate for tutu -e grab bar .tallatla shall be provided. C None or the above exceptions sha11 be CO33 Ued 99 lessening or elein8ting any other requirements r3 accessible dwelling unite. Doors to 91Geseible spaces meet have a minimum clear opalin 441, of 32' (3' 0' door) per Sec h004,; c maxima trree.id heght to oe 112' along accessible route or travel per Sec. 10049. 4 Rovde meanum 18' beyond strike jamb on side of door swing per Sec 106203 If door Is self - ciosing and self - latching, provide 12' beyond strike Jamb a.oppaalte side of door 94092. Adc919019 rove of travel to meet •9949emeres or definition In Sec. 11064 6 Stcc9vucted floor epece to a height or 29' above Nested floor shall be provided where Indicated or Grades per S. 110623 A toe space which i9 a minimum of 9' In height and 6' in depth may ere co- eidered part err line unobstructed floor space. 1 imimar lateral distance from water closet centerline to nearest obstruction (Including grab bars, 10 be 8' a ar5 eld9 and 42' a the other aide per Sec. 11061151 e ROVnde gear oars for toter per Sec. 11061153. 9 twee 106. for adaptable unit exception) 9 Lavatory rim 9lghl to be 33' -34', with 29' minimum clearance from bottom of apron to floor per Sec. 1106111. 10 Shower. If provided. In acceeelble bathroom, shall be arcese6le per Sec 1106130. II Batht. In acoesslbie bathroom shall be accessble per Sec. 1106.11.9. 12 Kitchens to be accessible per Sec. 1106 D. The hardgr13 portion of handrail, Nail be not 1.9 than I I/2' nor more than 2' In crass-8.11o. dlmeeia or the shape shall provide an equivalent gripping surface. The ..grip ponies of handrails shall have a Smooth ,Irface with no Sharp Corners. 14 Handles puha, laid - eo, lodes and other operating devices a doors window. cabnets, plumbing fixer. and etaage faculties, Nall have a lever or other shape eel is h that well permit operation by wrist or arm pressure and white does rot require tight 9/893192 pleevng a tw191 to operate Per Sec. 1063 6 Barrier -free parking epecea and acce99 Melee shall have a maximum elope of 1:48 per 5. 11011. PROJECT DATA Land Use t A P Building Tree '1' Data h Buildiva Type '1' Unit Data Bald Ill" Data Building Type 'II' Unit Data Unit M A� To 10 5 0 B B 4168 Unit - FL 860 991 1842 Deck 14 14 24 24 GENERAL NOTES I All work Nall conform to the 1994 Uefomn &ulldlyd Cede •LIF and WI cetnQ state era kcal. 30lsdictbn rules and 189118tiass. 2 This set of worlend drawings, is caneldered a builder set' and at the Cann. request does not educe Specifications. It is the aloe's responsibility to provide and coordinate Specelcat1one, 1.1Ud1. product sele111On and Installation or assembly The 4,11.1. aestee9 no liability or responsibility fa eras a conflicts which occur though Owner -noecIried material, and their respective installation. 3 verify all dimensions, datums and levels prior to casiructlon Dimen=sion are to race of stud a to face of concrete unless noted otherwise. 4 Do not elgnlficantl9 vary or modify tit work shown, except with written eetructiaa from the Architect he Architect assumes no liability or resporeibiley for uapproved variations or modificallons 5. Report errors and omissions to the Architect immediately. b. 109581201 Nall be responsible for all required safety Fre;-autlons and the methods, techniques. sequences or procedres required to perform his work 1, Glazing In locations subject to human Impact such as pence In done, glazing within 24' of a door opening, glazing within B of a fnshed floor (ally If greater 2191 9 square feet) or eh ouer dose and tub enclosures Null be wire reinforced, tempered of laminated safety glass, a Natter ...tarn pla,tic per UBC 24061 8. Provide ant kstell smoke detector, per UBC 31091. S All exposed exte ibr metal shall be galvanized steel soiree noted otherwise. 0. Slope all concrete walk dnvewa99, and patios 6904 from bulidl19 at minimum elope or 1 /5' per foot. It Egress In every sleeping room Null have a mkt net clear openkg of 51 60 FT. The min. rest clear opening height dimension shall be 24' min net clear opening width deer/eon of 20' The reished ell height shall rot be more than 44' above the flop. UBC 3104 D. Repetitive feature* are often dhaun (a noted) only ace and Nall be completely provided ate If drawn (or noted / In full. 13. Contractor shall flrestop and 19eblook all floor, wall and roofceil5hg as584111e9 per UBC building standards and all other pertinent codes. The contractor Nall be respornlbie for aa9ving that to integrity of to life safety and other code required assemby. such es but not 1151'54 to fire structural and bound eseemb1ies are maintained by all the subconvacters' aetalla11ona or work The Contractor shall supply !treetop detail, at all protected membrane pentratian For review and approval by the Iurl6d1etla. 14. Provide Fee Alarm System* designed In accords., with USC 904 where required. 15. Provide Fire Sprinkler 5yseen per City or Tukeii9 requirements. 6. Thes9 drawing* and design are the exclusive property of the 4rhite 1 and may be reproduced only with the written perm/sea or the Architect Authorized reproductions meet bear tee name of the Architect Il All pivabeg fixtures Nail comply with Uk1C Chapter 51 -26 Water Coreevatla Standards 6. The Contractor shall install all meteraie and assemblies ore to comply with UBC Appaeer Sectioc 1208. 505412 TRANSMISSION CONTROte loll, ant floalce 15g as- °981191 botun unite .11 rave minlmm sou. rating 61556 of 50. All pentratlone or openings. 5 these 210/4119■ 85eemblle6 for plpirtg, eiectrlcal devisee, r9...eseed cabinets, bathtubs, soffit or 10915 -g, veellat1a P 5114451 ducts shall be sealed, lined, 1wlated or otherwlee treated to maintain tin- required ratings. The Contractor obeli esrply to the jtriedIctia for their review and approval. details on the methods and materials to be utilized to comply with Appendix 5ecta 1205. BIDDER - DESIGN NOTES This set of Drat/singe doge not Include Electrical Mechan141Phmbing, Fee Spr1900)4larm, and other 515cellaneeua designee The design, Drawings, and Specifications. for these dleciplinee will be Bidder- provided and ehsll me, - all 833 ,1181, a codes and standards. fro Architect assumes no liability or reepon66111ty for errors or conflicts which sera through Bidder - Designer 9peclfled material', and their respective ine311atla. 696 224 8944 Goss Deem. 9F. Stora•a Gross SF. Unit Goes SF. 310 80 4250 149 110 240 4960 9210 ,12,../e1CLErtion 2 5c29 2 I Beth 2 Bc5m 12 Bath ENERGY COMPLIANCE These bullring, sha11 comply with the 595 Washington State Energy Code Chapter 6, Resciptive Optlonet Heat Source Climate Zone: Option Electric II Minimum Requirements Glazing Max: of floor U -Value Door U -value Ceilings (R -Value/ with attic vaulted exterior Floor Slab a Grade I2% 0.43 010 15 -5/ R -38 R -30 5 - 5 R-5 above grade below grade Interior R -10 R -30 5 -0 411 exterior reetdenteal windawe .11 be Mligard eerie. 5000 1a equal) with 61591)alr LoE glazing. 411 exterior glazing shall have a U -value of 043 a lees. VENTILATION NOTES This building shall damply with the 595 Washington State Ventilation Code and the 1934 Ihiform Medunlcal/Electrlcal Codes amenchnents. whole house and spot vent1Wtlon 5•haust fern shall be sized and located as per below ventilation schedule. The flow ratings of all of the exhaust .5ns shall be rated at /MG. 11ho1e house fan shall be located o the main bathroom of each unit with a see eo1rd rating of L5 sores. All exhaust duct, shall meet all to requirements of Uk3VC Section 3025 and 3031. All ducts shall be smooth rigid gale steel or aluminum_ Make y> air Nall be provided at ail bedrooms and habitable rooms with througheendow air Inlets. Air Inlet shall be rated at 5 cfm. Ail bedroom doors, </bore Into enclosed habitable roans, and doors into rooms containing the whole house ventilation fan *hall be undercut 1)21 or provided with grilles to knee adequate air now VENTILATION SCHEDULE MECHANICAL EQUIPMENT Gore hating devices to be elzed and located by mechemcal /electrical 64155 rectors to mein the Washington State Energy Cade requirements,. 2 eeroel48 heati99 de11eye In 690091151 roomer 95 1992454 to 5856919 10188559 95510nt. temperature a, required by 5amwfa1ttrer of 59511 b and pertinent Code. 3 Dryer exhaust duct is limited to 14 feet In length with a maximum of two 90 degree 09,51. unless tested for lager lengtra by the dryer manufacturer, per IA1C 50432 4 Exhaust fare are required to be ducted to the exterior of the building. 5 Hot ware tanks must be equipped as follows: Shall ...red to prevent selem641 41,7152 melt per. UPC Bore Shull be equipped with a pressure relief valve per. UPC 1001e. 6 Dishwashers shall be equipped with a atmospheric vacsse breaker mounted above Flood level rim or the evk (UPC 60841 Fireplaces Nall be equipped with tight 9tted glees doors and a4lde source of combustla air ducted to the Firebox. 111.51 -13- 4023/. Parking Data Existing Parklnq Beating Parkin to Reme8 Proposed Additional Parking Total Parking Proposed Net Gain N Par4Mq • Requirement, 2 5pseea per Unit x 20 unite Total Required Correct less 1441,13 of Total 591ls 45nd1cap II pm 00 New Stalls/ DT7-coG• Occupancy /Construction Bldg Type 'I' Bids Two 'II' Space III *tells 05 stalls 51 stalls 66 ,3111, 45 stalls 40 40 Residential Residential `'SPAR6TE PERMIT R QUIRED FOR: MECHANICAL d ELECTRICAL M PLUMBING GAS PIPING CITY OF TUKWILA BUILDING DIVISION Occupancy R -I R -1 Type Conetructia Type V -N SPRINKLED Type V -N S PROJECT INFORMATION Project. Address: Permed Pointe Apartments 15304 51th Ave. 5 Tukwila, WA Developer. Dally Hanes, Inc 3316 Nieman Ave E. Sete 00 Seattle, WA 98102 Don Dally (2061328 -3110 DOOR NOTES GENERAL A Interior unit doors are called out on the unit plans. B Exterior dons meet be operable at a maximum 85 pa4ch preserve . interior doors must be operable at a maxim. 5 poses preserve 411 doors must be operable by wrist or arm preseve. C See interiors sdtedule for door 1 hardware selection. D All exterior glazing stall have a U -value of 0.43 or Iese. E Unit entry doors from etainuay9 shall be 0015 -115 -5 min/ ee11 -cot. 45 min rated metal doors with smoke gaeketing are a 57C rating or not less van 26 . WINDOW NOTES GENERAL A All windows are based upon Mligard Series 5000 v5yl windows with. clear/air LoE glazing with all -Value of 043 or lase ROOF NOTES I. Flash all roof edges and penetrations per 6MACNA manual. 2 Provide continuous venting at all roof attic spaces. Notch and /or provide roof -entllatort as required. Provide minimum vent area per UBC 15053. 3 Provide Claes 'C' minim. roofing systems at all roofs. LEGAL DESCRIPTION )FRC4 WARR4514TY DEED REGORGED UNDER KC. SEC. NO 5516664) ALL THAT PORTION OF THE FOLLOWING 061011BED PARCEL 'A' LYI/JG SOUTWLESTERLt OF A LINE DRAUt4 PARALLEL WITH 49-ID 140 FEET DISTANT NORTHEASTERLY THEREFROM, 18H111 MEASURED AT RIG14T ANGLES AND /OR RADIALLY FROM TI-5 MAC ROAD LelE OF PRMARe STATE 14.41,147 NO 1 50,, hard 5T. TO 5., 116TH ST, PARCEL 'A TRACT 36 OF BROOKVALE GARDEN TRACTS, AS PER PLAT RECORDED M VOLUME 10 OF PL4T5, PAGE 41 RECORD5 OF KIN.'. COINTY1 ALSO THAT PORTION OF THE SOUTH 2 cF SECTION 23, TOILNSHIP 23 1405314, RANGE 4 EAST, w1-1 LYING BETU.EEN THE EAST 6545 OF SAID 5500KVALE GARDEN 11 4ND THE 11657 L NF OF 114TERA,AN ADDITI0., TO SEATTLE, AS PER PLAT RECORDED N VOLUME 10 OF RATS. PAGE 53 RECORDS OF KING COUNTY, 57185EN THE NORTH AND THE 5011TH LINES 3F SAID TRACT 36 PRODUCED E45T ALL SITUATE N THE TOLLN' OF 1300631 COUNTY OF K NG, STATE OF WAS -i GT0 TAX ACCOUNT NUMBER 16120 -0360 VICINITY MAP PYRAMID POINTE APT. 94103 PP- VMAP-DWO SITE CONSULTANTS, i ARCHITECT: Kepple',nee Harkey Architects 13400 Month3 Way Eaet. Sw1533 Fellevtr_ 'LA 96005 Scott earkey 20e -641 -5320 STRUCTURAL ENGINEER: Jamieson Caeultlrg °01 Krkland Ave- Suite B -I Kirkland WA 98033 Doug Jameson 206- 803 -2581. CIVIL ENGINEER: Coughlin Pater Lundeen 211 Pine Street Suite 520 Seattle. WA 98101 Laurie J Pfarr•Dillard 206- 343 -0460 LANDSCAPE ARCHITECT Dee.gn 2423 42.. 148th Ave. NE, Suite 102 Bahama 1:4 98001 Harty Zokme 20e-881.2426 GEOTECHNICAL ENGINEER 13256 NE 20th Street. Sete 16 REVISIONS f Beillexue ,JA 98005 ��I BE MADE T� Marc 9 NO CHANGES SHALT- WITHOUT PRIOR 206-141-5,, THE SCOPE OF WORK W APPROVAL OF TUKy�fILA BUILDWG DIVISION. TRAFFIC' ENGINEER Q G' ;,EVI910NS WILL REQUIR A NEW F E Dr30 I AND MAY INCLUDE ADDITIONML r^ TPE N 2101 '12th Ave NE. Sete Its Bellevue, we 9800 -I Bob “e-man 206 - 455 -5320 INDEX OF DRAWINGS ARCHITECTURAL "A" SECTION 0 PROJECT INFORMATION 401 CO/ER SHEET SECTION 1 SITE INFORMATION All 517E RAN SECTION 2 BUILDING PLANS 421 BLDG TYPE1 PLANS 471 BLDG TYPE 'I - RAMS 423 BLDG TYFE 'l l' - R4N5 A24 BLDG TYPE - I; - PLANS SECTION 3 UNIT PLANS 43 UNnT 3 FE 'A AB' AND 3 - PL4N5 A31 .IT TYPE 'C AND 'D - PLANS SECTION 5 BUILDING ELEVATIONS 45 BLDG TYPE 'I' - ELEVATIONS A52 BLDG TTPE 'li - ELEVATIONS SECTION 8 BUILDING SECTIONS 461 BLDG TYPE 'I' - BUILDING SECTION 462 BLDG 313E 'I - C5055 SECTIONS 463 464 BLOG TYPE 'I I' - 5111LDNG SECTION I understand that the Plan (;heck ewe ovals are BLDG 3131 'Il' - CROSS 3ECT'O45 subleci to errors and °freestone and appro of Titans does not authorize the vaUlatlon of any adopted code or ordenence. Reefer; o1 non i' 9611 S Cent CI - pproved plans a1kn0eeedeed. SECTION 7 WALL SECTIONS Al' WALL SECTIONS 411 WALL SECTIONS SECTION 8 DETAILS AS II DETAILS STRUCTURAL "S" 511 511 513 54 515 BLDG 1 - FO. NDATION RAN BLDG I - LEVEL I FRAMING PLAN BLDG I - LEVEL 2 FRAMING PLAN BLS - LEVEL 3 i LOWER ROO f-RAMRG PLAN BLDG - UPPER ROOF FRAM5Y1 RAN 521 BLDG 2 - FONDATION PLAN 522 BLDG 2 - LEVEL I FRAMING PLAN 523 BLDG 2 - LEVEL 2 FRAMING RAN 52.4 BLDG 2 - LEVEL 3 FRePUNG RAN 525 BLDG- 2 - ROOF FRAMIW; PLAN By Date 53.1 STRUCTURAL NOTES AND FOUNDATION DETAILS 532 5TRICTU346 DETAILS CIVIL "C" C ID DEMOLITION AND TESL RAN C 20 GRADNG AND DRAINAC1E RAN C 30 UTILITY RAN C 40 343NG PLANT C 50 GENERAL DETAILS C 51 GE14ER4L DETAILS LANDSCAPE "L" L -I LANDSCAPE RAN L -2 LANDSCAPE DETAILS 6 -3 RECRE4TICN AREA ENLASGEMENr OWNER SURVEY "OS" T -I SITE SURVEY CI Ai, A •LEVELS I AND 21 ILEVEL 3 AND ROOF/ (LEVELS I AND 2) (LEVEL 3 AND 10OF/ FILE COPY 9 -1w- 9- �/- Pe„„, No G ) `cx)(1) SF ? )L,3 ) A 1e1 RECEIVED CITY OF TUKWILA AUG 2 8 1917 PERMIT CENTER (n e ▪ � ▪ � 7 L O l Y 2 M CO 1 IL f �c I Tort[ PERMIT SET JOB NC 94103 - DATE 3)5197 94103 EX NORTHWEST BLDG II III - 157TH AVENUE SOUTH EX MANAGER'S RES lee REMOVED RI VICINITY MAP PYRAMID POINTE APT. PRVNAPDWG 4 CAR PRE I'M MIL CARPORT WC P4D 1/2' REBAR AM CAP 'TRIAD 12336' $ITE L I��TBNQ END .1* O BUILDING MaNTED FIXTURE (LOCATED • BUILDING ENTRANCES) $ POLE MOUNTED FIXTURE (2) FLUORESCENT FIXTURE ()COATED !HOER CARPORTS) 6 CAR FRE 1•PG MTL CARPORT EX PARKING (26 C) FND V2' •EBAR AND CAP 'TRIAD 12336° PORTIONS UNDER SEPARATE PERMIT I 1 2) 3) 4 CAR AND 6 CAR PRE MFG MTL CARPORTS. PLAY STRICTURE. ,A7FFSA MIn SPd A) EWAN wgils 5) Su3t t` • r $ SECCRipARY FRONT YARD SETBACK 9 6 4 CAR FFE MFG MTL CARPORT EX DLNP57ER LOCATION V 2) 3) 4) 0 15 30 EX DECK L //)///////////////// , iii 7'i i EX NORTHEAST BLDG / POLE MOUNTED LIGHT 003412 W 429.79' SITE PLAN I' 30' 60 28874'12'E 729.73' EX PAWING (16 9) ROCKERY SEE CIVIL DRAWINGS FOR EXI57NG AND PROPOSED UTILITIES AND EXISTING HYDRANT LOG.4TIOWS) 0) SEE LANDSCAPE DRN!1B05 FOR LANDSCAPE FLAN. 6) SEE CIVIL DRAWIRYS FOR UTILITY EAST EHY5. EX DECK (TYP) EX 10' I { 11 ' , 11 ' GENERAL SITE NOTES SEE COVER SHEET (A00) FOR FARONG CAGULATIONS. SEE CIVIL DRAWINGS FOR LIMITS OF CLEARUK9 /GRADING W1114 EXISTING 4 PROPOSED TOPOGRAPHY, EROSION CONTROL MEASURES 4 TREE BUYER PROTECTION MEASURES. SEE CIVIL DRWUWNG5 FOR LOCA7CN AND SIZE OF EXISTING TREES NOTE BY SIZE AND SPECES TH05E5 TO BE MANTA, ED AND THOSE TO BE REMOVED. EX NORTHEAST BLDG EX STAIRS— 'L EX Q' GONG HEADWALL 73 EX DUNPSTER2 LOCATION Dt4 /4 A 6/0114,- e 36' AcV - T4640 1,00 LANpinos• ,/ - rap crio 25,14,51 To WV OF , 1DEyOHD 2 FS,, a_ Ho 057URNA-o 7V WALL A min O/ 1,1' /7,542 4 kg A h21- OF l 5P NAT t FonsAico Ptie.497 - 7164os CIC2390 RISna MA 4 smti_ 5,s AHD 5 c.toovz t 74 5t.e. L eh# Da7A 7 WAtt_s sip/Fp J,-r4 A 2 OrPC.2 h" NoN- e,.57 e_ Lir DLO HANDRAIL - 36• TREAD N061. 4.15 BADGE SEE /11111 1 27 STAIRWAY DETAIL ecale114,1-0' BLDG. TYPE I - BLDG. PLANS 6•,"2 /ON 6.2 ■ , c 2' ' Hf4 b11420 A'- I'47" LW/ 7;A /7A'1 « 36 1 ' 417V 705,10 NC E0 6i6t0'J 77 NF0EL e„,,s 0,661 3.! OF A M. ..... A. A ral 1611 p wa t 11=1115 ow 4 . .*- wok 1FM 1 'RN L. lice al MeV 4) 29'-6' 26'-5' UNIT 'DR Alh A42 14IGI.1 EDGE OF GUTTER DAL ISR T. UP ISR DGE BURT SEE 21'-1' UNIT 'ABR' (HARRIER FREW Ill 7T ED4 t ENTRY - SEE UNIT 'C' /II 6 2 2 NIATERFAV,OF DECK SYSTEM - SLOPE V4I/ FT TO DRAIN 42' GUARDRAIL BRIDGE ENTRY - SEE TYPICAL STAIR - TEE 29'-6' UNIT 'CR 106'42' 5.41TERPRO DECK SYSTEM 00EE 1/4, FT. TO DRAIN. 1 CiICI A CI '1" rl MI A kl L.0 V CA— C r e_wtart Scale Lel •I 0 i 26'-5' UNIT B' 106'47' 21'-1' UNIT 'AR f I LEVEL . 1 FLOOR PLAN Scab 1/111,A-0 2e' -6' UNIT A C4Srai AUG 2 8 1997 PERMIT CENTER TITLE PERMIT SET JOB NO. 94153 DATE 3/5197 I SHEET Al 42.1 ROOF PLAN I_EVEL 3 FLiDOR PLAN 3 ,Ater vs,r-ar .4%VC&ILA AUG 2 8 1997 PERMIT CENTER 0 r TITLE I PERMIT SET JOB NO. 94103 8 DATE 36/97 c') d_ SHEET A Let 71. „Sas' e ' 4' -0 10' -?. 3. -0. 42' HIGH GUARDRAIL TTP. AT AU. DECKS 30' OR HKsEER ABOVE ADJACENT GRADE 6040 Stor. 6 Deck WAT -.-- -- M MET Dinh CA II' -9 Living , CL 41ERTOP .42' AFF. , _ o O o „ „ DIV DEL SF 9'-I' r rI11 w ER/ ,o -,E \� Kitchen . Ttv .: r c RR I J Q I /NM YTOS " \ .a p p Bath e I IPA R R45 • R45 . e SEEP L 6 @'0? Bedroom 2 M Master Bedroom 5040 5 I ONLY 5 6 VEL I CPLY 3'-4' / 3 8 / / 310' 4 J 42' NIGH GUARDRAIL TYP. AT ALL DqCK5 30 OR NK.FER I.480YE ADD ADJACENT Deck WATERPROOF MEMBRANE 6040 Stor. \ 4 6050 Dining CA RPE 8 -10 kIVJ1E f � yyy 6' -9 I1/2' ._ b I COUNTERTOP «42' AFF. :v DEL SNC I � 40 39 38 9° 8 -10' r •�. 0 / I Kitchen VINYL . E ntry c REFER - 1 rios I Bath 51111 / 1 VINYL `' DRYER CpaV O4 DOW _ SD e 2. 2 Master Bedroom • CARPET a __J 6040 6033 AT LE1£L I ONLY 6 8• / 6.-8' / E - X 3 -8• / ' 4' -0• / n' -0• / i 21, T • T 0' / 3' - 0' 8' - 4 • / 3' -8' / 3' -10' , 4' -6' 7 42' NIGH GUARDR4IL //� AT ALL DECKS / 30' OR HIGHER AEOvE // ADJACENT GR RADE. n Deck WATERPROOF MEMBRANE \ _ 0. Stor. 2¢T ", 6068 W.." ning Di CA RPE / V - IV T-3 V2. ,V6 i_ivlRPE nQ Cciw -RiCm I MMM CA _ .42• AFF. \ - -'' DBL kW_ _ 4 -0' 3'-9' 4' -5' ." 8'- WJ` VI S 0. I ''''N 1 __ ; � ntry o c REFER ' 2 -0 C-06' TILE .., _ _ _�__ - L � �,. �i E.11. r -- B, S �C B U '. � WASHER/ % CDdV QSth n..- / 1 DRYER L V'TOS / caw -- P C). E'I'AELE SD 0 441 .ABLE Master Bedroom .iID 2' ' CARPET / Walk-in / 3@ CARPET 1 a 1 Irc J � I 040 / 6 8 / 4 6 / UV -2• 5' -0' 4 ' " / I?' 21'-0° AREA = 661 SF 21' -0' F 'u'a UNIT 'A' FLOOR PLAN (TYPE 'IB ") SCALE: 1/4" = 1' -0" I.) TYPICAL ENTRY DOOR TO BE INSULATED METAL, SELF CLOSING, AND 'MIN. RATED IUITH SMOKE GASKET. t5 2.) AT ON GRADE LOCATIONS, SUBSTITUTE 4" CONC. PATIO AT PRIVATE DECK LOCATIONS. - TIP. S Q6 2r -0' is - m iJ DROPPED COMER TOP CF COLTER TO BE 34' ABOVE FINISH FLOOR, KNEE SPACE TO BE 29' NFL CLEARANCE FROM BOTTOM OF AFO44 TO FMISH ROOK 2.) INSTALL 1 -1,2 DIA GRAB EARS A5 SHOUN INSTALL 34• AEOvE FINISH FLOOR SEE BARRIER FREE NOTES ON SFEET 40J FOR ADDRIONAL DETAILS. 3J INSTALL HAND HELD 5140UER LYTH 60' HOSE THAT CAN BE USED AS A FIXED OR '44,0 IAS.p SHOVER HEAD. UNIT 'AB' FLOOR PLAN (TYPE "A" BARRIER FREE UNIT) AREA = 661 SF SCALE: 1/4" = 1 -0" NOTE: SEE BARRIER FREE NOTES ON SHEET 40.1 FOR DETAIL STANDARDS. Ixr7- *4& AREA = 550 SF UNIT PLAINTS UNIT 'B' FLOOR PLAN 26' -4' (TYPE "B ") SCALE: 1/4" = 1' -0" AUG 2 8 1997 PERMIT CENTER T • T 0' / 3' - 0' 8' - 4 • / 3' -8' / 3' -10' , 4' -6' 7 42' NIGH GUARDR4IL //� AT ALL DECKS / 30' OR HIGHER AEOvE // ADJACENT GR RADE. n Deck WATERPROOF MEMBRANE \ _ 0. Stor. 2¢T ", 6068 W.." ning Di CA RPE / V - IV T-3 V2. ,V6 i_ivlRPE nQ Cciw -RiCm I MMM CA _ .42• AFF. \ - -'' DBL kW_ _ 4 -0' 3'-9' 4' -5' ." 8'- WJ` VI S 0. I ''''N 1 __ ; � ntry o c REFER ' 2 -0 C-06' TILE .., _ _ _�__ - L � �,. �i E.11. r -- B, S �C B U '. � WASHER/ % CDdV QSth n..- / 1 DRYER L V'TOS / caw -- P C). E'I'AELE SD 0 441 .ABLE Master Bedroom .iID 2' ' CARPET / Walk-in / 3@ CARPET 1 a 1 Irc J � I 040 / 6 8 / 4 6 / UV -2• 5' -0' 4 ' " / I?' 21'-0° AREA = 661 SF 21' -0' F 'u'a UNIT 'A' FLOOR PLAN (TYPE 'IB ") SCALE: 1/4" = 1' -0" I.) TYPICAL ENTRY DOOR TO BE INSULATED METAL, SELF CLOSING, AND 'MIN. RATED IUITH SMOKE GASKET. t5 2.) AT ON GRADE LOCATIONS, SUBSTITUTE 4" CONC. PATIO AT PRIVATE DECK LOCATIONS. - TIP. S Q6 2r -0' is - m iJ DROPPED COMER TOP CF COLTER TO BE 34' ABOVE FINISH FLOOR, KNEE SPACE TO BE 29' NFL CLEARANCE FROM BOTTOM OF AFO44 TO FMISH ROOK 2.) INSTALL 1 -1,2 DIA GRAB EARS A5 SHOUN INSTALL 34• AEOvE FINISH FLOOR SEE BARRIER FREE NOTES ON SFEET 40J FOR ADDRIONAL DETAILS. 3J INSTALL HAND HELD 5140UER LYTH 60' HOSE THAT CAN BE USED AS A FIXED OR '44,0 IAS.p SHOVER HEAD. UNIT 'AB' FLOOR PLAN (TYPE "A" BARRIER FREE UNIT) AREA = 661 SF SCALE: 1/4" = 1 -0" NOTE: SEE BARRIER FREE NOTES ON SHEET 40.1 FOR DETAIL STANDARDS. Ixr7- *4& AREA = 550 SF UNIT PLAINTS UNIT 'B' FLOOR PLAN 26' -4' (TYPE "B ") SCALE: 1/4" = 1' -0" AUG 2 8 1997 PERMIT CENTER AREA = 661 SF 21' -0' F 'u'a UNIT 'A' FLOOR PLAN (TYPE 'IB ") SCALE: 1/4" = 1' -0" I.) TYPICAL ENTRY DOOR TO BE INSULATED METAL, SELF CLOSING, AND 'MIN. RATED IUITH SMOKE GASKET. t5 2.) AT ON GRADE LOCATIONS, SUBSTITUTE 4" CONC. PATIO AT PRIVATE DECK LOCATIONS. - TIP. S Q6 2r -0' is - m iJ DROPPED COMER TOP CF COLTER TO BE 34' ABOVE FINISH FLOOR, KNEE SPACE TO BE 29' NFL CLEARANCE FROM BOTTOM OF AFO44 TO FMISH ROOK 2.) INSTALL 1 -1,2 DIA GRAB EARS A5 SHOUN INSTALL 34• AEOvE FINISH FLOOR SEE BARRIER FREE NOTES ON SFEET 40J FOR ADDRIONAL DETAILS. 3J INSTALL HAND HELD 5140UER LYTH 60' HOSE THAT CAN BE USED AS A FIXED OR '44,0 IAS.p SHOVER HEAD. UNIT 'AB' FLOOR PLAN (TYPE "A" BARRIER FREE UNIT) AREA = 661 SF SCALE: 1/4" = 1 -0" NOTE: SEE BARRIER FREE NOTES ON SHEET 40.1 FOR DETAIL STANDARDS. Ixr7- *4& AREA = 550 SF UNIT PLAINTS UNIT 'B' FLOOR PLAN 26' -4' (TYPE "B ") SCALE: 1/4" = 1' -0" AUG 2 8 1997 PERMIT CENTER AREA = 992 SF R / 51115 / SIAR ' 5-3 12' Living CARPE 5 3' VT05 Walk-in CARPET RN5 SEE NOTES ON SHEET 43) Dal -oo6g 42' HIGH GUARDRAIL nP. AT ALL DECKS 30' OR HIGHER ABOVE ADJACENT GRADE. WASHER/ DRYER C0150- 5' -3 I/2' UNIT 'C' FLOOR PLAN C BF 4 50 a �n VINYL vCac 8040 8033 AT LEVEL I 29' -5 12' D 3 2' - 2 . -8 . 5D Dining CA RPE T // -9' 3' -5' / Master Bedroom CARPET 12' 1 COUNTERTOP .42' AFF. Bedroom 2 CARPET Ris 5' -2' I5' -2' 25-5 V2' 3' -1 12' (TYPE "BIN) SCALE: /4° _ I' -0° C \ \S \ \ Stor. AREA = 992 SF 5-3 12 Deck WATERP Livin CARPE 5.5P 6' -5' Master CARPET 5040 / 5-312' 42' H1GH GUARDRAIL nP. AT ALL DECKS 30' OR HIGHER 400/E ADJACENT G.A. II -6' T E120RANE WA5FER/ DRYER Bedroom 5'- UNIT 'n' FLOOR PLAN 29' -5 12' II ria ii ei 22' -4' 29' - V2' DBL SiFBC 2 . -8 . Kitchen VINYL RJ 2 / Den CARPET 8 ,_ 9 . - 5'-0' a T ,_ 0 ' (TYPE "E Y) SCALE: 1/4 - 3' - I/2' ), 3' -112' T TOP CP Pi_nuoNS, TTP IIANDOW HD 7 : TOP FL cc PLY1111,0 TYP WINDOW ND GABLE END LOUvERED VENT PANTED 5,3 LATTICE OvER PANTED MDO PLTDOOD ARCHITECTURAL GRADE CAMPOS ROOFING Lx3 OVER 2248 WOOD FASCIA TOP OF FLA. TOP CT SLAB 6 1)11-0%z REAR ELEVATION SOUTH HARDIPLANK NONCOMBUSTABLE LUIT,IIN STAtRwAy DC,N5 Jr5 FRONT ELEVATION NORTH viNTL BOA,. / BATTEN SIDNG 12 16 OF OP PLATE 7:0 OP Of PC1tUD 7 e9 1 3Zf== TOP OF SLAB Am 161.5' TOP OF SLAB GABLE END LOUVERED vENT LE/ vINYL SURROINDS BLDG. TYPE ELEVATIONS Ikea Ur • LEFT ELEVATION EAST DOLLNSPouTs z10 EXPOSED HARI/ SIDING RIGHT ELEVATION WEST — TOP OF PLATE Thu SHEET PERMIT SET 5jOPTO.. DATE 3/5/97 AO 2 8 1597 • Ac.1 PERMIT CENTE ▪ Li • - 94103 TYP WINDOW LID NT TOP OF PLYLID ,j TOP CP PLATE I,. WINDOW HD T I a - , - TOP OF SLAB T TOP CP Pi_nuoNS, TTP IIANDOW HD 7 : TOP FL cc PLY1111,0 TYP WINDOW ND GABLE END LOUvERED VENT PANTED 5,3 LATTICE OvER PANTED MDO PLTDOOD ARCHITECTURAL GRADE CAMPOS ROOFING Lx3 OVER 2248 WOOD FASCIA TOP OF FLA. TOP CT SLAB 6 1)11-0%z REAR ELEVATION SOUTH HARDIPLANK NONCOMBUSTABLE LUIT,IIN STAtRwAy DC,N5 Jr5 FRONT ELEVATION NORTH viNTL BOA,. / BATTEN SIDNG 12 16 OF OP PLATE 7:0 OP Of PC1tUD 7 e9 1 3Zf== TOP OF SLAB Am 161.5' TOP OF SLAB GABLE END LOUVERED vENT LE/ vINYL SURROINDS BLDG. TYPE ELEVATIONS Ikea Ur • LEFT ELEVATION EAST DOLLNSPouTs z10 EXPOSED HARI/ SIDING RIGHT ELEVATION WEST — TOP OF PLATE Thu SHEET PERMIT SET 5jOPTO.. DATE 3/5/97 AO 2 8 1597 • Ac.1 PERMIT CENTE ▪ Li • - 94103 9 OP Lf PLATE TOP OF PLY•D. , TOP OF PLATE EXT. WALL SYSTEM SIDING P. BUILDING PAPER vt' OSB. UNO. AWE AT I6'x UN,. R -IS BATT NSUL W/ INTEGRAL VB. S/8• GLIB OP OF PLTWD. OP OF ELATE TOP OF SLAB PROVIDE CONTINUOS DRAFTSTOP TO UNDERSIDE OF ROOF SLEATNNG ABOVE PARTY WALLS - TYP. TRUSSES PER PLAN UNIT 'DR' UNIT 'DR' CA f UNIT 'B' ( FLOOR SYSTEM 3/4' GTPCRETE 314' T. PLYWOOD SUBFLOOR MFG. FLOOR JOISTS R -IT NSl9-T8 2 LAYERS TYPE 'X GUS OVER RC. CHANNELS AT 24' oc UNIT 'B' UNIT 'B' ((0L 4 5 SYSTEM COMPOSITION SHINGLE SYSTEM 30• BUILDING PAPER l/I6' OSE•PLYWOOD SIIEATWEN 1•G. TRUSSES R -38 BLOWN -IN INSULATION 5/8' GAB INR. PARTY WALL SYSTEM (UL -U305) 5/8' TYPE 'X GWB R -O BATE NBULATION IERCE STUDS PER STRUCT. I AIR SPACE 1 WOOD STUDS PER STRICT. R -B BAIT INSULATION RC. CHANFELS AT B ac 5/8' TYPE 'X' EAR HORIZ/YERT. DRAFT STOPS • I0' -0' x SLAB ON GRADE 4 CONCRETE SLAB 6 MIL. VAPOR BARRIER 4• GROVEL BED PERMri SET DATE 375/97 PROVIDE CONTINUOS DRAFTSTOP TO UNDERSIDE OF ROOF Si-BATHING ABOVE PARTY WALLS - TIP. TRUSSES FER PLAN UNIT 'ABR' (BARRIER FREE) UNIT 'AR' ®BLDG. TYPE I - BLDG. SECTION NEaT. V4• I' -0' ank TIFI SSES PER PLAN UNIT'' UNIT ) TOP OF PLATE CIE- 'MAINTAIN A 6'-O" MAx bROTE �R M Ti FL -OOFK TO FIN ISf &RAbE `,./1 A N AREA SXTEhNEPTNG ROB T- FL Ta A .b1.5TA -� GF 5 - tp/' ouT FROM - - E 3L OR A ! -Er Sc % 4F T+ f EFZIM) TEf� O F EAG. N F LLIL -t 4 p. P yN ( ti c o o L v„ cri 2 O ��° � X N C L's 4 S .C] o 0 " Z o II. 15 8 RECEivEo I clTV of Tt KWiLq 4 • AUG 2 8 1997 PERMIT CENTER