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HomeMy WebLinkAboutPermit D15-0001 - RIVERVIEW PLAZA - EXTERIOR REPAIRSRIVERVIEWPLAZA EXTERIOR REPAIRS 16040 CHRISTENSEN RD D15-0001 ON of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.eov DEVELOPMENT PERMIT Parcel No: 2523049039 Address: 16040 CHRISTENSEN RD Project Name: RIVERVIEW PLAZA - EXTERIOR REP Permit Number: D15-0001 Issue Date: 2/5/2015 Permit Expires On: 8/4/2015 Owner: Name: BRCP RIVERVIEW PLAZA LLC Address: 248 HOMER AVE, PALO ALTO, WA, 94301 Contact Person: Name: RUDY YOUNG Phone: (425) 774-5600 Address: 19730 64 AVE S , LYNNWOOD, WA, 98036 Contractor: Name: J R ABBOTT CONSTRUCTION, INC. Phone: (206) 467-8500 Address: 3408 1ST AVE S SUITE 101, SEATTLE, WA, 98134-1805 License No: JRABBC1022JZ Expiration Date: 3/1/2016 Lender: Name: BROAD REACH CAPITAL PARTNERS Address: 248 HOMER AVE, PALO ALTO, CA, 94301 DESCRIPTION OF WORK: REPLACEMENT OF EXISTING BRICK VENEER WITH NEW FIBER CEMENT SIDING, INCLUDING REPAIRS TO EXISTING WATER DAMAGED UNDERLYING SHEATHING AND FRAMING MATERIALS. Project Valuation: $234,000.00 Fees Collected: $4,510.52 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-4613: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No r .! Permit Center Authorized Signature: Date: J I hearby 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 provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this developmjAtlermit and agree to the conditions attached to this permit. Signatu Print Name:'14�—\— Date: M— This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. f�.�I��L�I�I�IyILiP►��l 1: 'BUILDING PERMIT CONDITIONS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 0409 FRAMING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUgWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA. gov Building Permit No. 00 U Project No. �} f f _ Date Application Accepted: 4 l'"r Date Application Expires: Q,'0 C use CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" SITE LOCATION nn o King Co Assessor's Tax No.: "L�2 ���' ._ q 1103 9 Site Address: _yoc ?q�j� jS - Suite Number: Floor: —T Tenant Name: New Tenant: ❑ .....Yes [:]..No PROPERTY OWNER Name: (Z o ^-f az—AtN 6A'-pr? pr L_ Address:�•� City: State:: 1 CONTACT PERSON - person receiving all project communication Name: 2✓n � u�s� Address: Lot 13 0 (jc _+- V f City: �Vt V0vJ State: A Zip: Phone: y 5- -1 i c j Fax: Email: FA/ DY CO J24ONSoI."iWQ.6� GENERAL CONTRACTOR INFORMATION Company Name: v Address: • City:State: Zi Phone: •2. v F Contr Reg No.: a2ZJ Tukwila Business License No.: _ oil Vick v S ARCHITECT OF RECORD Company Name: 2 c- G++aTot-i(S Architect Name: ti (� o v ry to Address: City: L Mtiwv0�l State:L Zip:480 Phone:gVZs 7 7 q Sd Fax: 11 Email: Kuoy y ja t4 3,J rJ f S , 4o ti ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: O W S lN, N/_ Address: 1 City: State: Zip: H:VApplications\Fottm-Applications On Line12011 ApplicationslPortnit Application Revised - 8-9-1 Ldocz Revised: August 2011 bh Page I of 4 F BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ �- 2i `E I o -"Q Existing Building Valuation: $ Describe the scope of work (please provide detailed information): R�ev- mw� �XVIA Will there be new aclrage? ❑.....Yes/ No iaes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I' Floor 2 Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the�(prin ipal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: N Compact: Handicap: Will there be a change in use? El ....... Yes ....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ..... Sprinklers El....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will th re storage or use of flammable, combustible or hazardous materials in the building? El ....... Yes No If "yes, attach list of materials and storage locations on a separate 8-112 "x 11 " paper including quantities and Material Safe. ata Sheets. SEPTIC SYSTEM ❑ ....... On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:WpplicationslFornu-Applications On Line12011 ApplicationsTermlt Application Revised - 8-9-1 Ldo" Revised: August 2011 Pagc 2 of 4 bh 10 PUBLIC WORKS PERMIT INFORMATION - 206433-0179 Scope of Work (please provide detailed information): i24a" e , tv-, wvzT cvr- G%6- L 5 r t^v C, (3,/Z r c v tDp-. cti1R.. w t'ttt fv w f-c.d cw- C,Do�T Ct01NV, 1Wct.-0t#4b f "(�PAt%-s T- eY-cMe�V Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District #125 ❑ .. Highline ❑ ., Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑... Valley View ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Aonlication (mark boxes which aDr ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... WO # []...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ WO # ❑ ...Sewer Main Extension.............Public ❑ Private ❑ ❑ ...Water Main Extension.............Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line _ ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Mailing Water Meter Refund/Billing: Name: Mailing ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size " Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment H:\Appliwtions\Fot Applications On Line\201 I ApplicationsTern it Application Revised - 8-9-11.docx Revised: August 20l 1 bh Day Telephone: City Day Telephone: City 0 State Zip State Zip Page 3 of 4 - w PERMIT APPLICATION NOTES — 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 grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 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 OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER-QR AUTELQMZED AGENT: Print NE Mailing Date: Day Telephone: ! (f2 271 Q r 201 Wj~ r 9 City State vip H:1Applications\.Focros-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-1 I.docx Revised: August 2011 ' bh Page 4 of 4 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $8,362.89 . D14-0396 Address: 16000 CHRISTENSEN RD BLDG 2 Apn: 2523049077 $1,064.74 DEVELOPMENT $932.21 PERMIT FEE R000.322.100.00.00 0.00 $927.71 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $132.53 TECHNOLOGY FEE R000.322.900.04.00 0.00 $132.53 D14-0397 Address: 16300 CHRISTENSEN RD Apn: 2523049078 $2,787.63 DEVELOPMENT $2,655.10 PERMIT FEE R000.322.100.00.00 0.00 $2,650.60 WASHINGTON STATE SURCHARGE 13640.237.114 0.00 $4.50 TECHNOLOGY FEE $132.53 TECHNOLOGY FEE R000.322.900.04.00 0.00 $132.53 D15-0001 Address: 16040 CHRISTENSEN RD Apn: 2523049039 $4,510.52 DEVELOPMENT $4,377.99 PERMIT FEE R000.322.100.00.00 0.00 $2,650.60 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,722.89 WASHINGTON STATE SURCHARGE 13640.237.114 0.00 $4.50 TECHNOLOGY FEE $132.53 TECHNOLOGY FEE R000.322.900.04.00 0.00 $132.53 TOTAL FEES PAID BY RECEIPT:$8,362.89 Date Paid: Thursday, February 05, 2015 Paid By: UNICO PROPERTIESBRCP RIVERVIEW Pay Method: CHECK 6064224 Printed: Thursday, February 05, 2015 11:38 AM 1 of 1 r SYSTEMS INSPECTION RECORD �� I Retain a copy with permit I, O INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. —WA 98188 (206) 431-3670 Permit Inspection Request Line (2D6)/438-9350 Pro Mtf,Loi'-ew RP5ZA Tye 1 f Inspection{ 11It/r-I Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: WApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: �Co4tv�� E �t�►- Inspector: ,,, /jDal:V I 1 1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD ICI) Retain a copy with permit' Pu-- O:C:0/:] J&g NO. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 pcw, 1 rt - m VwV1 i:� Type of I ..,ppection: ti - Address, 0 % 116 if a V�rem Q Date Called: Special Instructions. - Date e a.m. oil p.m. Requester- Ewgok P one No: (Inspector: *:-r (mate_( `7 —/ T— I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100, Cali to schedule reinspection, INSPECTION RECORD .............. I Retain a copy with permit I N S FE —CT ON N 0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Type of ins ezti Address: WA I b C) 10 Ch V('ek Date Called. Special Instructions: Date W ed a.m. P.-M. Requester'. Pgone No: eApproved per applicable codes. 1:1 Corrections required prior to approval. I Inspector. 11/� I Uatet-/ —� — 1,5— 1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cat[ to schedule reinspection. INSPECTION RECORD -00 Er Retain a copy with permit Pf�' ,NSA NO� PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P %Ct: . k VIL ?jr- d I T eo spec9on- (I R��(t4 Adilress: f j(gVq6 "V Date Called: Special Instructions. Date anted- a. MP.M.1 q 1-( � Requester Phone No: 1"nspector. vate:j/ _ 2 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. /C\ INSPECTION RECORD Retain a copy with permit[D 0 (5() DAIS ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P `f JLJ Type of Insp ction, L4 all -�O' �stress;l1k &6 40 CRV( 5 (?41 `piclal Date Called: 1j S Instructions: (0 Date ante &— a.m. p.m. 1 ( - () - - ----- ues Reci�er'. u'a 9 I-PF one No: Inspector: jDate3 E] REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IN PECTION RECORD ) ........... Retain a copy with permit I ots: 0=eo IN ION NOPERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 $outhcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro c�: j Type o Inspect 41 Address 160!M Chf-(ffel/4f[k Date Called: Special Instructions-. A -Al Date Wantea. a.m. - Z-6 — P.m. .1 Requester: P nne No: - -2-C f)- REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ve INSPECTION RECORD I pw—oao Retain a copy with permit INSION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 7ekt r i aer Type of s ecti : -1 In Wa /I A d ess: q0 �Special C1ate Called: Instructions: 4 Date Wanted." a.m. pm. Requester: one No: MApproved per applicable codes. 1:1 corrections required prior to approval. I Inspector: Z (--- - I ua� 1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cat[ to schedule reinspection. L1100 INSPECTION RECORD I Retain a copy with permit INSPEOWN0. 0. CITY OF TUKWILA BUILDING DIVISION 6300 5otithcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Prct, t t Ve�- U Type of lnsj)ectioV. �ydytress: Mic (kr('rkk�f 1!kp—eciat ate Called; Instructions: im Date Wanted- a.m. 3 — ��— (T p.m. Requester: P one No: IInspector: 1 U'A":'3 — 1 � 1 RI INSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD A Retain a copy with permit LPff- —Oof it sP ION NO. I PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd,, 0100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr cc V T e of inspection: A," Address: 16040 CAm Date Calld: Special Instructions: Date ' Wa a.m..3- ).M. ReqMster, d PT;one No: 1:1 Approved per applicable codes. 11 Corrections required prior to approval. Inspector: Cat .— REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. K INSPECTION RECORD P(T- ID C) 0 Retain a copy with permit 0( INSPECTION NO. =�ERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Prqje� t c kkki (.A- V Type ofInspection: I( ni ddress., Address. q ate Called: Instructions: Date Wante d a.m. p.m. Requester OW ro A- Phong No, 2A � F-1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. f-7 INSPECTION RECORD U� Retain a copy with permit P INSPECTION NO. PERMIT NO. CITY OF TU::KWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ,Projfct-. : K( Ar Type o Inspect on., \'W( If V, I Address; (00q6 dt'-dLfL-(fK-- -- Date Called-' Special thstructions; AAA Date Wanted: a.m. p.m. Kequester- Pgone -No-: nspector: Ljlate , )t \1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Retain a copy with permit 000 /:] 66) INSPECTION RECORD INSFEE-RON NOPERW NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Irk Ve4'1/fftd Type of Inspection., r-Vq",j t4cq A, dress; 160vo Ckr(A&ek Date Called: Special Instructions: P41 Date Waiit� a.m. --- fo-(3- p.m. Request r, P: one No: =3r—pproved per applicable codes. Corrections required prior to approval. L-7 nspector: ate, 15- -.3 - -(c j REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit IftnCTION Q. PERMIT NU CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P jest: L y( e.. Tynof IT(pect, Address: [6 leuc 0 ckvIsf Date Called: Special Instructions. Date anted: a.m. Reqtfest Mo-ne No: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Ft), 0, Retain a copy with permit INMCTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project. 7 Type of lnspecti6p 9 t x Address: f 16OLto Date Called: Special Instructions: Date Wanted: a.m. p.m. Reque Phone No: 2-ffn - TLI Cr - 0 To S-1 f71 " Approved per applicable codes. El Corrections required prior to approval. Inspector: Date E] REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. rc IN PECTION RECORD Retain a copy with permit hp tjv--- 000 ( I INSrECTION NO. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P?ect: .11,11.1.1 41:vf�yf-eLj U4 Type of Inspecti9n, wc� I t S-k-gq Address. / 0 !! 0 C& (d ( (fp t4' Date Called: — Specie l Initructions: A41 ate Wanle; a.m. p.m. Requester'. Requester'. (- kad le� 411717 Phone No: q - Inspector: Date: 1i 2-- :,>-7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedule reinspection. � ' rc INSPECTION RECORD Retain a copy with permit ID I N 5 P ECMT—Jefl N 0 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project;" lv � 1, Type o spectio Ad dresk: 1JPL 16OL-lo Cho Date Catted, Special Destructions;am. A 4-1 Date Wante Z 7 -Z(6— (3— p.m. Requester'. Pgone Oj Inspector: Date REINSPECTION FEE RECIUMED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IN PECTION RECORD Retain a copy with permit lJor-57- O(V INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 $outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 project: Type of Inspect" n' Addy-ess'. boq oat jf'eKftk Date Called: Special Instructions'. 1A A 1Wante- z.57 rs ap.M. Date d: , m.: Requeste; FRone No: ... .... . ...... 0 Approved per applicable codes.[�(C orrections required prior to approval. COMMENTS-. Re-vi'm L/e- a &-'d VP '9 la-'rp, 5 T- r - - ---- cof Lf f inspector: Oat REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PERMIT COORD COPY � PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0001. DATE: 01/02/15 PROJECT NAME: RIVERVIEW PLAZA SITE ADDRESS: 16040 CHRISTENSEN RD X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: AT 4wc 17:?� Building Division Fire Prevention Public Works Structural PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: C PL /tp Planning Division ❑ Permit Coordinator ❑ DATE: 01/06/15 Structural Review Required ❑ DATE: DUE DATE: Approved with Conditions Denied ❑ (ie: Zoning Issues) [a-- M-11 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 02/03/15 12/ 1 S/2013 J R ABBOTT CONSTRUCTION INP Page 1 of 3 J R ABBOTT CONSTRUCTION INC Horne lrricio en I::spauol Contact Search i A-7 Index Help My Secure L&I Safety Claims & Insurance Workplace Rights Trades & Licensing Owner or tradesperson 3408 1ST AVE S SUITE 101 FRASER, RICHARD H SEATTLE, WA98134-1805 206-467-8500 Principals KING County FRASER, RICHARD H FRASER, GWEN F NELSON, RONALD A, PRESIDENT KLEIN, DOUGLAS J, PRESIDENT STRAND, TIMOTHY R, PRESIDENT SPRAGUE, ANDREW W, PRESIDENT ABBOTT, JOHN R, PRESIDENT STEDMAN, TROY L, PRESIDENT PRICE, MICHAEL W, PRESIDENT SHALLEY, BRANNON E, PRESIDENT NEWMAN, WENDY P, VICE PRESIDENT MCGOWAN, JOHN P, VICE PRESIDENT ABBOTT, DAWN E, SECRETARY SEAMNA, MARK C, SECRETARY ROBERTSON, ROBERT M, TREASURER Doing business as J R ABBOTT CONSTRUCTION INC WA UBI No. Business type 600 479 123 Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. JRABBC1022JZ Effective — expiration 04/09/1998— 03/01/2016 Bond ............._ LIBERTY MUTUAL INS CO $12,000.00 Bond account no. 023009859 Received by L&I Effective date 04/24/2006 04/01 /2006 Expiration date Until Canceled Insurance ............................ Liberty Mutual Fire Insurance $1,000,000.00 Policy no. TB2Z91459332024 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600479123&LIC=JRABBCI022JZ&SAW= 02/05/2015 WALL TYPES TAG TYPE DESCRIPTION CONSTRUCTION NOTES EXISTING 5/8" GYP BOARD .. NEW • EXISTING 2X6 FRAMING 16" O.C. WITH BATT INSULATION CEMENT EXISTING 3/8" PLYWOOD SHEATHING [WFIBER 11 PANEL SIDING NEW WEATHER RESITIVE BARRIER • VERTICAL DRAINAGE BATTEN. MINIMUM %" PRESSURE TREATED (REPLACES ALL PLYWOOD WITH MINIMUM %s' EPDM STRIP. EXISTING THIN BRICK FIBER CEMENT PANEL SIDING AS NOTED ON ELEVATIONS AND OVER STUCCO) SPECIFICATIONS. FASTENERS PER MANUFACTURER REQUIREMENTS. EXISTING CONSTRUCTION NOTES STUCCO OVER • EXISTING 5/8" GYP BOARD _ W2 PLYWOOD • EXISTING 2X6 FRAMING 16" O.C. WITH BATT INSULATION 4�-;- • EXISTING 3/8" PLYWOOD SHEATHING ( AT BUILDING 1 ) 4�-4 • EXISTING WEATHER RESITIVE BARRIER . 1 e EXISTING 7/8" STUCCO CLADDING CONSTRUCTION NOTES • EXISTING 5/8" GYP BOARD Fw3] EXISTING STUCCO OVER e EXISTING 2X6 FRAMING 16" O.C. WITH BATT INSULATION EXISTING 1" INSULFOAM INSULATION BOARD • INSULFOAM • EXISTING WEATHER RESITIVE BARRIER • EXISTING 7/8"STUCCO CLADDING (AT BUILDINGS 2 AND 3) RENDERING N.T.S. OWNERS REPRESENTATIVE CONTACT - NANCY ANDERSON UNICO PROPERTIES LLC 16040 CHRISTENSEN ROAD TUKWILA, WA 98188 PH: 206-373-7130 OWNER CONTACT - JOHN OSMOND BROADREACH CAPITAL PARTNERS 248 HOMER AVENUE PALO ALTO, CA 9403 ARCHITECT/ENGINEER: CONTACT - RUDY YOUNG J2 BUILDING CONSULTANTS, INC 19730 64TH AVE WEST LYNNWOOD, WA 98037 TEL: 425.774.5600 CONTRACTOR ABBOTT CONSTRUCTION 3408 1 ST AVENUE SOUTH SEATTLE, WA 98134 PH: 206.467.8500 EM: ARNIEQ@JRABBOTT.COM 1. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO PROVIDE FOR A WATERTIGHT AND WEATHER TIGHT BUILDING. THE CONTRACTOR SHALL REVIEW ALL DETAILS RELATING TO THIS INTENT AND BY BIDDING OR ENTERING INTO THIS CONSTRUCTION CONTRACT, WARRANTS FOR ONE FULL YEAR THE ADEQUACY OF THESE DETAILS. SHOULD THE CONTRACTOR TAKE EXCEPTION TO THESE DETAIL, THEY SHALL NOTIFY THE ARCHITECT PRIOR TO BIDDING. ANY DEVIATION FROM THIS GENERAL INTENT SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION. 2. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO PROVIDE FOR A PLUMB, LEVEL AND SQUARE STRUCTURE UNLESS OTHERWISE NOTED. ANY DEVIATION FROM THIS GENERAL INTENT SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION. 3. THE BUILDING SHALL BE CONSTRUCTED IN FULL COMPLIANCE WITH ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS AS WELL AS THE DRAWINGS AND SPECIFICATIONS. ANY CODE DEFICIENCIES IN THE DRAWINGS RECOGNIZED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION. 4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE CONSTRUCTION AND VERIFY ALL DIMENSIONS AND EXISTING S ING CONDITIONS. DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE BIDDING THE PROJECT OR THE COMMENCEMENT OF THE WORK. THE OWNER SHALL NOT BE RESPONSIBLE FOR CHANGES TO THE WORK DUE TO THE FAILURE OF THE GENERAL CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS. 5. DO NOT SCALE DRAWINGS; ALL DIMENSIONS SHALL HAVE PREFERENCE OVER SCALE AND SHALL BE FIELD VERIFIED AND COORDINATED WITH WORK OF ALL TRADES. IF NO DIMENSIONS ARE GIVEN OR DISCREPANCIES FOUND, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR CLARIFICATION BEFORE BIDDING OR COMMENCING WITH THE WORK. 6. DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING WORK. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, ALL INCLUDED AS PART OF WORK. 7. CONTRACTOR SHALL PROTECT ALL EXISTING BUILDINGS, OUTBUILDING AND TREES TO REMAIN THROUGHOUT CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL PROMPTLY REPAIR ANY ACCIDENTAL DAMAGE AT NO ADDITIONAL COST TO THE OWNER, 8. CONTRACTOR SHALL REMOVE DELETERIOUS MATERIALS AND DEBRIS FROM PROJECT SITE ON A DAILY BASIS. DISPOSE OF ALL ITEMS TO BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL STANDARDS OR REQUIREMENTS. 9. CONTRACTOR SHALL SCHEDULE AND COMPLETE THEIR WORK SO AS TO KEEP MECHANICAL, ELECTRICAL, TELEPHONE, DATA, H.V.A.C. CONTROLS, INTERCOM, FIRE PROTECTION AND OTHER EXISTING SYSTEMS OPERATIONAL IN AREAS OCCUPIED BY'THE TENANTS DURING THE COURSE OF THE PROJECT. ANY DISRUPTION TO SYSTEMS REQUIRES A MINIMUM OF SEVENTY TWO (72) HR NOTIFICATION TO THE OWNER AND TENANTS. WORK REQUIRING EXCESSIVE DECIBELS OF NOISE SHALL ALSO BE COORDINATED IN A SIMILAR MANNER. 10. THESE DRAWINGS DESCRIBE GENERAL REQUIREMENTS FOR WEATHERIZATION DETAILS. REFER TO ARCHITECTURAL DRAWINGS FOR CLADDING TYPES, COLORS, WALL ASSEMBLIES, AND THERMAL RESISTANCE VALUES REQUIRED. REFER TO STRUCTURAL ENGINEERING DOCUMENTS FOR ANY STRUCTURAL CONCRETE, STEEL OR WOOD FRAMING REQUIREMENTS. 11. SUBMIT REQUEST FOR INFORMATION (RFI) TO THE ARCHITECT. SUBMIT ANY CHANGES IN THE CONTRACT VALUE IN THE FORM OF A CHANGE ORDER PROPOSAL TO THE CONSTRUCTION MANAGER. 12. LAP WEATHER RESISTANT BARRIER OVER VERTICAL FLASHING A MIN OF 411. UNLESS NOTED OTHERWISE, 13. REFER TO MATERIAL DATA SHEETS AND MANUFACTURER'S INSTRUCTIONS BEFORE INSTALLING ANY NEW MATERIALS 14. PROVIDE; A) 2" MIN CLEAR @ ALL CLADDING TO HORIZONTAL HARD SURFACES B) 6" MIN CLEAR @ ALL FRAMING TO FINISH GRADE 15. EXPOSED FASTENERS SHALL BE SEALED OR GASKETED. INSTALL & LOCATE ALL FASTENERS PER S.M.A.C.N.A. 16. HEM METAL FLASHING DRIP EDGES, TYPICAL. PROVIDE FULLY SOLDERED JOINTS IN SECTIONS OF FLASHING JOINED TOGETHER AS INDICATED ON DRAWINGS. 17. PROVIDE GALVANIC SEPARATION MATERIAL BETWEEN DISSIMILAR METALS. NOTIFY THE ARCHITECT AND/OR CONSTRUCTION MANAGER OF ANY PREVIOUSLY UNDISCOVERED DAMAGE, DEFICIENCIES OR THREATS THAT COMPROMISE THE FIRE AND/OR LIFE SAFETY OF THE BUILDING OCCUPANTS. 18. CONTRACTOR SHALL NOTIFY THE ARCHITECT AND/OR CONSTRUCTION MANAGER OF ANY DISCOVERED MOLD DURING THE COURSE OF WORK. ALL DISCOVERED MOLD SHALL BE TREATED VIA THE GENERIC MOLD ABATEMENT PROTOCOL OUTLINED IN SECTION NUMBER 02 050 DEMOLITION AND MOISTURE DAMAGE. 19. GENERAL NOTES LISTED ON THIS PAGE ARE NOT INTENDED TO BE AT THE EXCLUSION OF NOTES LISTED ELSEWHERE; THIS DOCUMENT SET IS MEANT TO BE COMPLIMENTARY, AND NOTES LISTED ON OTHER SHEETS, ON SPECIFICATIONS AND MANUFACTURERS RECOMMENDATION SHALL HAVE BEARING/APPLICATION TO WORK SHOWN ON THIS SHEET. SHOULD A DISCREPANCY OCCUR BIDDER / CONTRACTOR SHALL UTILIZE THE MORE STRINGENT CONDITION. GENERAL WATIMPROOFINGO"NOTEar"A 1. ALL FLASHINGS SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE WALL OR TO REDIRECT IT TO THE EXTERIOR. 2. ALL WALL PENETRATIONS SHALL BE TARGET FLASHED. IN I 3. ALL WEATHER RESISTIVE BARRIERS SHALL HAVE POSITIVE LAPPING (SHINGLE STYLE) WHEN INSTALLED. LAPPING AND SEALING OF SEAMS AND JOINTS SHALL BE BY MANUFACTURER'S REQUIREMENTS. 4. ALL BUILDING INTERFACES SHALL BE FLASHED TO PREVENT MOISTURE FROM ENTERING THE WALL. 5. ALL HORIZONTAL HARD SURFACES SHALL HAVE ADEQUATE SLOPING FOR DRAINAGE. 6. AFTER REMOVAL OF DAMAGED MATERIALS, TREAT ADJACENT SURFACES WITH FUNGICIDE AND MOLDICIDE (BORA-CARE + MOLD CARE) TYPICAL. SURFACES MUST BE DRY BEFORE COVERING. SfaE E ? LAYOUT Ol1T B AdC i I I 1. C2 D (."0`3 D C4 D PLAI' WINIG APPROVED . CI7 tinges .can be made. to these plans without approval from the Planning Division of DCD approved By: C- L-c ) 4 )ate: INDEX TO DRAWINGS A0.1 A1.1 A2.1 A2.2 A2.3 A3.1 A3.2 S1.1 W2.1 W2.2 COVER SHEET ABBREVIATIONS, SYMBOLS, NOTES AND INFO SITE PLAN ROOF PLAN ROOF PLAN ROOF PLAN ELEVATIONS ELEVATIONS STRUCTURAL NOTES WALL DETAILS WALL DETAILS AND PENETRATIONS BUILDING CODS USED REVISIONS No chanpes shalt be made to the scope Of kVork without prior approval of T ul<t^,ri►a Building Division. t<OTE: ROVisiens will require a new plan submittal and may include additional plan review fees. APPLICABLE CODES IN THE CITY OF TUKWILA: 2012 INTERNATIONAL EXISTING BUILDING CODE W/ CITY AMENDMENTS 2012 INTERNATIONAL FIRE CODE W/ CITY AMENDMENTS 2012 INTERNATIONAL MECHANICAL CODE W/ CITY AMENDMENTS 2012 UNIFORM PLUMBING CODE W/ CITY AMENDMENTS ANSI 117.1 - 2010 PROJECT DESCRIPTION THE SCOPE OF WORK INCLUDES REPLACEMENT OF BRICK VENEER WITH FIBER CEMENT PANEL SIDING, INCLUDING REPAIRS TO UNDERLYING WATER DAMAGED SHEATHING AND FRAMING MATERIALS. BUILDING CONSTRUCTION TYPE: FXL �j� C®� TYPE V-B Permit /for BUILDING OCCUPANCY USAGE: B-2 PROPERTY LEGAL DESCRIPTION: 16000: PARCEL #252304-9077 16040: PARCEL #252304-9039 16300: PARCEL #252304-9078 SITE PLAN N.T.S. &-f-A '11ATIE PERMIT E 0"JIII`E-D FOR: b'Chanical Clactrical P:-z umbing s Piping Citl of Tukwila Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize t; Ij vir.lasicn of clay adopted code or ordinance. Receipt 01 aini rc "un FkdR Copy and conditions is acknowledged: Csy: Data: t� City of Tulmila BUILDING DIVISION MODE COMPLIANCE APPROVED JAN 0 7 2015 19730 64th Ave West, Suite 201 Lynnwood, WA 98036 425.774.5600 www.j2consultants.com 6401 REGISTERED �CHITECT RU OY D STATE OF NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. 2. MOCK UP REVIEW OF ALL EXTERIOR ASSEMBLIES REQUIRED BEFORE INSTALLATION. 3, SEE SHEET A0.1 FOR WALL TYPES Revisions: Date Description 12/08/14 BID / PERMIT SET Project Title: RIVERVIEW PLAZA EXTERIOR REPAIRS *866;16040, 463* CHRISTENSEN ROAD tTUKWI 1r_f�_JL e COVER SHEET jWp- G KR NOTES CITY OF T- UKWIJLfI JAN 0 2 2015 PERMIT CENTER Scale: As Noted NOM 110001111M Issue Date: Sheet Number: 12/12/14 Job 666103 AO.1 A4 RENDERING A0.1 N.T.S. DRAWINGS AND DETAILS ARE NUMBERED ON SHEETS BY POSITION SHOULD A DRAWING OR DETAIL BE LARGER THAN A POSITION INDICATED THE OTHER NUMBERS MAY BE OMITTED. 1)4 l VICINITY MAP A0.1 I N.T.S. d A3 � BLDG 3 ROOF PLAN - MATCH LINE A *NOTE: BUILDING 2 IS SIMILAR BUT SHORTER — DO NOT SCALE DRAWINGS A2.1 % NTS PL'C EWED CITY 0.F- TUKWIL A JAN 0 2 2015 Copyright © 2014 All rlghts reserved. J2 Bullding Consultants, Inc. 19730 64th Ave West, Suite 201 Lynnwood, WA 98036 425.774.5600 www.j2consultants.com NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. 2. MOCK UP REVIEW OF ALL EXTERIOR ASSEMBLIES REQUIRED BEFORE INSTALLATION. 3. SEE SHEET A0.1 FOR WALL TYPES Revisions: Date Description 12108/14 BID 1 PERMIT SET 0 Project Title: RIVERVIEW PLAZA EXTERIOR REPAIRS 16000,16040,16300 CHRISTENSEN ROAD TUKWILA, WA 98188 Sheet Title: ROOF PLAN MATCH LINE A BUILDING 3 EXAMPLE Scale: As Noted PERMIT CENTER Issue Date: I Sheet Number: 12/12/14 Job 666103 A2.1 imkiia .... BLDG 3 ROOF PLAN - MATCH LINE B *NOTE: BUILDING 2 IS SIMILAR BUT SHORTER - DO NOT SCALE DRAWINGS RECEIVED CITY OF TUKWIa A JAN 0 2 2015 Copyright © 2014 All rights reserved. J2 Building Consultants, Inc. 19730 64th Ave West, Suite 201 Lynnwood, WA 98036 425.774.5600 www.j2consultants.com A A 0 1 .,�n�e7GRF1� NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. 2. MOCK UP REVIEW OF ALL EXTERIOR ASSEMBLIES REQUIRED BEFORE INSTALLATION. 3. SEE SHEET A0.1 FOR WALL TYPES Revisions: I 112108/14 I BID/ PERMIT SET 0 An Project Title: RIVERVIEW PLAZA EXTERIOR REPAIRS 16000,16040,16300 CHRISTENSEN ROAD TUKWILA, WA 98188 Sheet Title: ROOF PLAN MATCH LINE B BUILDING 3 EXAMPLE Scale: As Noted �l Issue Date: Sheet Number: 12/12/14 Job 666103 A2.2_ RERI`JIIT CENTER 1 EAST ELEVATION NORTH WING A3.1 1 "=10'50 r I \ti � • � 1 •I •I GENERAL NOTES: 1. DRAWINGS USES EXISTING AS -BUILT DOCUMENTS FOR REFERENCE ONLY. NOTES FR EXISTING DRAWING SET DO NOT TYPICALLY APPLY TO THE NEW RENOVATION WORK. 2. REFER TO DESCRIPTION OF WORK FOR SPECIFIC DEMOLITION AND NEW INSTALLATIO CONSTRUCTION REQUIREMENTS 3. DO NOT SCALE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION 4. CONTRACTOR IS RESPONSIBLE FOR ALL QUANTITY AND SIZING OF ALL INSTALLATION; 5. BUILDING ELEVATIONS SHOWN ARE TYPICAL AND MAY VARY FROM BUILDING TO BUILE 6. KEY NOTES ARE NOTED TYPICALLY NOTED ON ONE ELEVATION. WHEN NOTED ON ON BUILDING, THEY WOULD APPLY TO SIMILAR LOCATION ON OTHER PARTS OF ALL BUILDINGS. KEY NOTES: REMOVE EXISTING BRICK OVER STUCCO. PROVIDE NEW FIBER CEMENT PANEL SYS' ^ ww t (HARDIE REVEAL 2.0). TYP. OVER NEW WRB'S AND FLASHINGS PER DETAILS AND SPE REPLACE PARAPET COPING ABOVE NEW WALL CLADDING. TYP. PREP AND PAINT EXISTING STUCCO TYP nPREP AND PAINT EXISTING METAL ROOF. PROVIDE SEALANT OVER ALL EXPOSED HE AT TOP OF COPING. 4] REMOVE METAL ROOFING AT SELECT AREAS TO ALLOW FOR ROOF TO WALL FLASHIr INTEGRATION. SEE DETAIL B21W2.1 FREMOVE STUCCO AT LOCATIONS WHERE MOISTURE DAMAGED WRB/SHEATHING IS ENCOUNTERED. REPLACE WITH NEW SHEATHING, WRB AND STUCCO SIMILAR TO M WEST ELEVATION NORTH WING 1 "=10' T.U. rr�;%•. - 2' Vic... a .� � Igo,?�� .,�•�- � ,� . -:. :• :: _ i My-+J;"1 " ��,7L • ���Y " ,'xi �'rtt. ! 1 NORTH ELEVATION NORTH WING 1 "=10' D4 p W2.1 WALL T SOFFIT rYI - - I 6401T GISTERED RCHITECT C4 UNG W2.1" RUDY �WpSHINGTON TATE 0 ff f _.�... _ -. I.. ..� NOTES: 1. CONTRACTOR IS C2 RESPONSIBLE FOR D2 y'BASE OF W2•1 FIELD VERIFICATION OF W2 1 WALL TO HARDSCAPE SIZING AND QUANTITIES • TYP OF ALL COMPONENTS. 2. MOCK UP REVIEW OF ALL EXTERIOR ASSEMBLIES REQUIRED BEFORE INSTALLATION. 3. SEE SHEET A0.1 FOR WALL TYPES Revisions: Date Descri tion 12/08/14 1 BID ! PERMIT SET T ( LOCATIONS LICTION Project Title: S RIVERVIEW PLAZA EXTERIOR REPAIRS 16000,16040,16300 CHRISTENSEN ROAD ...._...... '� �:.•.r'��" _ : _ ..,._.. TUKWILA, WA98188 Sheet Title: I. ELEVATIONS l REVIEIAIED FOR i CODE COMPLIANCE APPROVED ! JAN 0 7 2015 City Oo TuIvwiI1 BUILDING DIVISION j RECEIVER CITY CP TUKWILA JAPE 0 2 2015 PERFU IT CENTER Scale: As Noted 90 1' 92 • � I I , i • •I � , ! A3.2 1"=10' WEST LOBBY ELEVATION 1 "=10' GENERAL NOTES: 1. DRAWINGS USES EXISTING AS -BUILT DOCUMENTS FOR REFERENCE ONLY. NOTES FROM 2. REFER TO DESCRIPTION OF WORK FOR SPECIFIC DEMOLITION AND NEW INSTALLATION CONSTRUCTION REQUIREMENTS ' 3. DO NOT SCALE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION 4. CONTRACTOR IS RESPONSIBLE FOR ALL QUANTITY AND SIZING OF ALL INSTALLATIONS. 5. BUILDING ELEVATIONS SHOWN ARE TYPICAL AND MAY VARY FROM BUILDING TO BUILDING: 6. KEY NOTES ARE NOTED TYPICALLY NOTED ON ONE ELEVATION. WHEN NOTED ON ONE ' BUILDING, THEY WOULD APPLY TO SIMILAR LOCATION ON OTHER PARTS OF ALL BUILDINGS. KEY NOTES: REMOVE EXISTING BRICK OVER STUCCO. PROVIDE NEW FIBER CEMENT PANEL SYSTEM (HARDIE REVEAL 2.0). TYP, OVER NEW WRB'S AND FLASHINGS PER DETAILS AND SPECS. REPLACE PARAPET COPING ABOVE NEW WALL CLADDING. TYP. PREP AND PAINT EXISTING STU990 TYP ` PREP AND PAINT EXISTING METAL ROOF. PROVIDE SEALANT OVER ALL EXPOSED HEADS AT TOP OF COPING. REMOVE METAL ROOFING AT SELECT AREAS TO ALLOW FOR ROOF TO WALL FLASHI INTEGRATION: SEE DETAIL B2/W2.1 REMOVE STUCCO AT LOCATIONS WHERE MOISTURE DAMAGED WRB/SHEATHING IS 4 ENCOUNTERED. REPLACE WITH NEW SHEATHING, WRB AND STUCCO SIMILAR TO A; 10. I j �, ,tiG -ram•, SOUTH ELEVATION SOUTH WING 1 "=10' Ix - DOOR DETAILS AT Copyright 2014 All rights reserved. STAIR TOWER ON SIDE. J2 Building Consultants, Inc. REFER TO ROOF DETAIL D1 SHEET W2.2. TOWER SADDLELynnwood, WA 98036 425.774.5600 � II■1■1■1■1■1111■1■1■1■1■IINI■h■lmull■'I■I!■1i11111A■II■IAIANAhAI■■Ni1p11A1+1■tl■INlll�l■!■!■Illllgl■i■I REVIEIA/ED FOR CODE COi'IAPLIANCE APPROVED I JAN 0 7 2015 City of Tdskwil a BUILDING DIVISION 6401 NOTES: �:. 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. 2. MOCK UP REVIEW OF ALL EXTERIOR ASSEMBLIES REQUIRED BEFORE INSTALLATION. 3. SEE SHEET A0.1 FOR WALL TYPES Revisions: Date Description 12/08/14 BID / PERMIT SET IL Project Title: RIVERVIEW PLAZA EXTERIOR REPAIRS 16000,16040,16300 CHRISTENSEN ROAD TUKWILA, WA 98188 Sheet Title: ELEVATIONS GENERAL STRUCTURAL NOTES (NEW WORK): CODE: ASSUMED CODE AT TIME OF ORIGINAL CONSTRUCTION: 1979 UBC CURRENT CODE: 2012 IBC LOADS: FLOOR DEAD: 15 P.S.F.SNOW: 45 P.S.F. GROUND SNOW LOAD (35 P.S.F. ROOF SNOW LOAD) FLOOR LIVE: 40P S.F. (100 P.S.F. CORRIDORS AND EXITS) SEISMIC: CA= .73, R=6.5, CATEGORY D1 WIND: 85 MPH EXPOSED ALLOWABLE SOIL BEARING: 1,500 P.S.F. (TYP.) WOOD: 1. ALL NAILS MAY BE BOX NAILS (SINKERS) EXCEPT AS NOTED. USE HOT DIPPED GALVANIZED NAILS INTO ALL PRESSURE TREATED LUMBER AND EXPOSED LOCATIONS. 2. ALL NAILING TO BE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE TABLE 2304.9.7 UNLESS NOTED OTHERWISE. 3. ALL JOIST HANGERS AND FRAMING HARDWARE SHALL BE SIMPSON "STRONG TIE" OR APPROVED EQUAL .WHERE CONNECTION IS NOT DETAILED, PROVIDE APPROPRIATE CONNECTOR PER MANUFACTURERS RECOMMENDATION. USE STAINLESS STEEL OR MAX. AT ALL EXPOSED LOCATIONS. 4. LUMBER: -ALL SOLID SAWN LUMBER GRADES TO BE DFL#2 OR BETTER -ALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO BE PRESSURE TREATED. -PRESSURE TREATED LUMBER TO BE HEMFIR #2 OR BETTER. -ALL GLU LAM BEAMS TO BE 24F-V4 DF UNLESS NOTED OTHERWISE. -ALL LVL. LUMBER SHALL BE 1.9E WS MICRO LAM LVL. OR EQUIVALENT. -ALL PSL LUMBER SHALL BE 2.0E WS PARALLAM PSL OR EQUIVALENT. 5. DRILL BOLT HOLES 1/16 INCH OVERSIZED. LEAD HOLES FOR LAG SCREWS TO BE 1/16" UNDERSIZED. USE STANDARD CUT WASHERS ON ALL BOLTS AND LAG SCREWS. 6. MAXIMUM MOISTURE CONTENT OF WOOD TO BE 19%. 7. DOUBLE TOP PLATES ON EXTERIOR AND BEARING PARTITIONS SHALL LAP 48" MIN.. AT SPLICES AND HAVE (12) 16d MIN.. AT SPLICES EXCEPT AS NOTED. 8. PROVIDE SOLID BLOCKING BETWEEN JOISTS/RAFTERS OVER SUPPORTS. 9. ROOF SHEATHING: USE 5/8" EXPOSURE 1, C-D (APA 24/0) PLYWOOD, OR APPROVED EQUIVALENT. LONG DIMENSION SHALL BE PERPENDICULAR TO FRAMING MEMBERS AND END JOINTS STAGGERED. USE 8d COMMON NAILS @ 6" O.C. AT PANEL EDGES AND 12" O.0 IN THE FIELD UNLESS OTHERWISE NOTED. 10. FLOOR SHEATHING: USE 3/4" C-D (APA 32/16) PLYWOOD OR APPROVED EQUIVALENT. LONG DIMENSION SHALL BE PERPENDICULAR TO FRAMING MEMBERS AND END JOINTS STAGGERED. USE 10d COMMON NAILS @ 6" O.C. AT PANEL EDGES AND 12" O.C. IN THE FIELD UNLESS OTHERWISE NOTED. CONCRETE: 1. ALL CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH ACI 318. USE MIXES WITH MAXIMUM AGGREGATE SIZE APPROPRIATE FOR FORM AND REBAR CLEARANCES TO BE ENCOUNTERED. (REFERENCE A.C.I.) 2. THE PROPOSED MIX DESIGN AND MATERIALS SHALL BE FULLY DOCUMENTED AND REVIEWED BY THE OWNERS TESTING LABORATORY. RESPONSIBILITY FOR ACHIEVING THE REQUIRED STRENGTH IS THE CONTRACTORS. 3. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AFTER 28 DAYS: 3,000 P.S.I. FOR SLABS ON GRADE, FOOTINGS AND WALLS. 4,000 P.S.I. FOR BEAMS AND FIRST FLOOR SLAB. 5,000 P.S.I. FOR COLUMNS. SCHEDULE OF WORK MAY REQUIRE DESIGN STRENGTH IN SHORTER PERIOD OF TIME (LESS THAN 28 DAYS). 4. PORTLAND CEMENT SHALL CONFORM TO A.S.T.M. C-150 TYPE 1 OR TYPE 2 LOW AKALI, TYPICAL UNLESS NOTED OTHERWISE. 5. AGGREGATE FOR HARD ROCK CONCRETE SHALL CONFORM TO ALL REQUIREMENT SAND TESTS OF A.S.T.M C-33. 6. MAXIMUM SLUMP SHALL BE FOUR INCHES UNLESS OTHERWISE NOTED. 7. ALL EXTERIOR EXPOSED CONCRETE SHALL BE AIR -ENTRAINED PER ACI 4.2. 8. DIMENSIONS SHOWN OR NOT SHOWN ON PLANS REGARDING CURBS, OPENINGS, SLOPES AND DEPRESSED AREAS AT CONCRETE SLAB AND WALLS SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS BEFORE PLACING CONCRETE. REINFORCING: 1. ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH ACI 318 AND THE ACI DETAILING MANUAL. 2. GRADE: A. DEFORMED BARS A.S.T.M. A615, GRADE 60. B. WELDED WIRE FABRIC PER A.S.T.M. Al85. 3. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT CORNERS AND INTERSECTIONS. STAGGER SPLICES WHERE POSSIBLE. 4. CLEAR CONCRETE COVERAGE AS FOLLOWS: A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH--3" B. EXPOSED TO EARTH OR WEATHER #6 OR LARGER ----- -------- ---- ------ --------------- 2" #5 OR SMALLER--------------------------------1 1/2" C. ALL OTHERS PER LATEST EDITION OF ACI 318 5. LAP LENGTHS ARE AS FOLLOWS (CLASS B - EXCEPT AS NOTED): #4'S----------------------------------------20," #5'S----------------------------------------24"" #6'S----------------------------------------28"" 6. MAINTAIN 1 1/2" CLEAR MINIMUM BETWEEN PARALLEL BARS. 7. ALL REINFORCING STEEL AND EMBEDMENTS SHALL BE HELD SECURELY IN PLACE PRIOR TO PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO ALLOW WALKING ON REINFORCEMENT. NO BRICK OR POROUS MATERIAL SHALL BE USED TO SUPPORT REINFORCING. 8. ALL SLABS ON EARTH SHALL HAVE JOINTS INSTALLED TO PROVIDE APPROXIMATELY 25, SQUARES, UNLESS DETAILED OTHERWISE ON THE PLAN. WHERE CONCRETE POURS ARE STOPPED,THE JOINT SHALL BE FORMED PER TYPICAL CONSTRUCTION JOINT. METALS: 1. ALL STRUCTURAL STEEL TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH A.I.S.C. SPECIFICATIONS. 2. STEEL BEAMS AND ALL MISCELLANEOUS STRUCTURAL STEEL TO BE A.S.T.M. A36, FY=36 KSI, UNLESS NOTED OTHERWISE. 3. TUBES TO BE A.S.T.M. A500 - GRADE B, FY=48 KSI; PIPES A.S.T.M. A53 GRADE B, FY=48 KSI. 4. BOLTS TO BE A.S.T.M. A307, UNLESS NOTED OTHERWISE. 5. WELDING TO BE BY CERTIFIED WELDERS USING E70XX ELECTRODES IN ACCORDANCE WITH A.W.S. STANDARDS. 6. ALL STEEL TO HAVE A SHOP COAT. ALL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. 7. STEEL FABRICATOR TO SUBMIT SHOP DRAWINGS TO A/E FOR REVIEW PRIOR TO FABRICATION. 8. STEEL WASHERS TO BE USED AT ALL BOLTED CONNECTIONS. 9. ALL ADHESIVE ANCHORS TO BE A.S.T.M. A36 STEEL THREADED ROD W/ SIMPSON "SET" OR "ET" EPDXY ADHESIVE OR EQUIVALENT INSTALLED ACCORDING TO MANUFACTURES SPECIFICATIONS. GENERAL: 1. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING OF THE LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC.. OBSERVATION VISITS TO THE SITE BY THE A/E SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH A/E PRIOR TO START OF CONSTRUCTION. 3. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF. LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. 4. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM. 5. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, ELECTRICAL AND WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. 6. WHERE ANY DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. STRUCTURAL REMEDIATION GUIDELINES: GENERAL: THE FOLLOWING ARE GUIDELINES TO REPAIR DAMAGED STRUCTURAL AND NON STRUCTURAL FRAMING AND SHEATHING. REFER TO THE GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION ON MINIMUM MATERIAL REQUIREMENTS FOR REPLACED MATERIALS. ALL WOOD DECAY IS TO BE REMOVED FROM EVERY PART OF THE STRUCTURE. ALL FRAMING THAT HAS HAD DECAY REMOVED, HAS BEEN EXPOSED TO MOISTURE OR IS ADJACENT TO A DECAYED MEMBER IS TO BE TREATED WITH TWO COATS OF AN APPROVED FUNGICIDE (BOR.-A-CARE) IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. ALL NAILS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED. IN THE EVENT THAT STRUCTURAL FRAMING IS REPLACED, THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR TEMPORARY SHORING OR SHALL NOTIFY A/E IN WRITING THAT SHORING RECOMMENDATIONS ARE NEEDED. " WOOD FRAMING: FOR SOLID SAWN LUMBER, IF WOOD DECAY IS LIMITED TO 1/2" DEEP AND IS NOT LOCATED WHERE THE MEMBER IS BEARING ON ANOTHER MEMBER, IT CAN BE REMOVED, TREATED AND THE WOOD MEMBER CAN REMAIN. IF WOOD DECAY IS DEEPER THAN 1/2" DEEP, OR IF DECAY EXISTS WHERE THE MEMBER BEARS ON ANOTHER MEMBER, THE WOOD MEMBER SHALL BE REPLACED WITH IN KIND, REPAIRED AS SHOWN ON DETAILS THIS PAGE OR SHALL BE EVALUATED BY A/E ON A CASE BY CASE BASIS. ALL REPLACED FRAMING AND HARDWARE SHALL BE SIMPSON STRONG -TIE OR EQ.. AND INSTALLED IN ACCORDANCE WITH THE ORIGINAL CONSTRUCTION DOCUMENTS, THESE REMEDIATION DOCUMENTS, 2009 IBC REQUIREMENTS OR WHICHEVER IS MORE STRINGENT. USE STAINLESS STEEL OR MAX. HARDWARE AT ALL EXPOSED LOCATIONS. DECAYED STUDS SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH DETAIL 1 BELOW. DECAYED KING STUDS, HOLD DOWN POSTS AND BEAMS SHALL BE EVALUATED BY A/E ON A CASE BY CASE BASIS. FOR NON -SHEAR WALLS, DECAYED BOTTOM PLATES/SILL SHALL BE REPLACED WITH P.T. LUMBER AND ATTACHED AS NOTED IN THE ANCHOR BOLT SECTION. SHEATHING: CONTACT ENGINEER IF LARGE AREAS OF SIGNIFICANT SHEATHING DAMAGE EXISTS TO SHEAR WALLS OR HORIZONTAL DIAPHRAGMS. FOR NON SHEAR WALLS OR SMALL ISOLATED AREAS OF DECAYED WALL, FLOOR OR ROOF SHEATHING; REPLACED WITH IN KIND. FASTENING SHALL BE THE SAME AS EXISTING AND NOT LESS THAN THE MINIMUMS SHOWN BELOW. PANEL EDGES SHALL BE BLOCKED W/ 2x4 FLAT BLOCKING. REFER TO DETAIL 2 BELOW. MINIMUM FASTENING REQUIREMENTS ARE AS FOLLOWS: Y2" GYPSUM WALL BOARD: 5d COOLER OR WALLBOARD @ 7" O.C. TYP.. %" GYPSUM WALL BOARD: 6d COOLER OR WALLBOARD @ 7" O.C. TYP.. Y2" (OR �46') APA RATED STRUCTURAL PANEL: 8d @ 6" O.C. PANEL EDGES AND 12" FIELD. ANCHOR BOLTS: CONTACT ENGINEER IF SIGNIFICANT REPAIRS TO MUDSILLS OR ANCHOR BOLTS ARE REQUIRED. MINIMUM REQUIREMENTS TO BE Y2" DIAMETER @ 6' O.C.. FOR RETRO-FIT ANCHORS, USE MECHANICALLY GALVANIZED Yi'x6-1/2" SIMPSON TITEN ANCHORS WITH .229'x3"x3" PLATE WASHERS. EX. STUD SISTER NEW 2x6 ONE SIDE (2) ROWS 16d NAILS. (8) NAILS TOTAL MIN CUT OUT DECAYED AREA AND TREAT. ADD BLOCK (OPTIONAL) CONDITION "A" z z • N N 00 3 1 /2"*--,k-,k 2" MAX.. WALL STUD REPAIR g 00 EX. STUD SISTER NEW 2x6 BOTH SIDES (2) ROWS 16d NAILS. - (8) NAILS TOTAL MIN.. CUT OUT DECAYED AREA, TREAT AND ADD BLOCK. CONDITION "B" 0 4" 8" V 18" EDGE NAIL BOTH SIDES ALL IF EX. SHEAR WALL NAILING IS CLOSER THAN 3" AROUND. NAIL SIZE AND SPACING, MEMBER AT ADJOINING PANELS SHALL BE A 3x SPACING TO MATCH EX. MATERIAL, 2x FLAT OR ADD 2x NAILED TO STUD W/ 16d @ CONSTRUCTION DOCUMENT 3" O.C., SPLICE PANEL BETWEEN BLOCK AND STUD AND SPECIFICATIONS. EDGE NAIL EACH PANEL TO DIFFERENT MEMBER. EX. WALL FRAMING • �I- 2x FLAT BLOCKING ADD NEW PANEL W/ SAME THICKNESS AND RATING AS EXISTING PANELS. I INSTALL PANELS = I • HORIZONTALLY IF H=4' OR I LESS AND VERTICALLY IF H>4'. OK FOR PANEL BUTT JOINT TO II BE NAILED TO SINGLE 2X IF FASTENER SPACING IS 3" OR MORE. n SHEATHING REPAIR PERIMETER OF CUT-OUT SHEAR PANEL REVIEVVED FOR CODE C010PLIANCE A PP:Rr,^^,e JAN 0 7 2015 City Of Tulwvaila BUILDING DIVISION -] 19730 64th Ave West, Suite 201 Lynnwood, WA 98036 425.774.5600 www, j2consu ltants.com 6401 REGISTERED ARCHITECT ATE NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. 2. MOCK UP REVIEW OF ALL EXTERIOR ASSEMBLIES REQUIRED BEFORE INSTALLATION. 3. SEE SHEET A0.1 FOR WALL TYPES Revisions: Date Description 12/08/14 BID / PERMIT SET 0 Project Title: RIVERVIEW PLAZA EXTERIOR REPAIRS 16000,16040,16300 CHRISTENSEN ROAD TUKWILA, WA 98188 Sheet Title: GENERAL STRUCTURAL REQUIREMENTS Scale: As Noted RECEIVED CITY OF TUKWILA IPERMIT/BID SET JAN 0 2 2015 PERMIT CENTER Issue Date: Sheet Number: 12/12/14 Job #: S®1.1 666103 S.A.F. (STRAIGHT FLASH) OVER )P OF METAL, TYP.. ROVIDE MOCK UP OF INSIDE ND OUTSIDE DRNER ASSEMBLIES TYP.. )NTINUOUS BEAD OF SEALANT /HERE INDICATED) .OPE TO DRAIN EMMED DRIP EDGE, TYP.. kP JOINTS A MINIMUM OF 4" PPLY 2 BEADS OF SEALANT '-6" W.R.B. PRE STRIP BEHIND METAL 4" FOLDED END DAM VHERE INDICATED) /A1 I TYPICAL PRE FINISHED FLASHING W2.1 SCALE: Y =1'-0" AT AREAS OF REMOVED AND REPLACED STUCCO PROVIDE REPLACEMENT SHEATHING AND SAF INTEGRATED WITH EXISTING WRB AS NEEDED EXISTING ACRYLIC FINISH EXISTING SCRATCH AND BROWN COAT - CAREFULLY CHIP AWAY AT CORNER EXISTING WRB AT CORNER - RETAIN 12" BEHIND BRICK VENEER AT CORNER TO ALLOW INTEGRATION WITH NEW WRB BACKER ROD AND SEALANT CONTINUOUS FILLET SEALANT JOINT SAF INSTALLED AT CORNER OVER NEW WRB NEW WRB OVER EXISTING MIN. 3/4" PT FURRINq STRIPS MIN. 1/16" EPDM w1 INSIDE CORNER TRANSITION W2.1 SCALE: 3" =1'-0" W.R.B., HOLD TIGHT TO CORNER OVERLAP 12" MIN.. MIN. 1/16" EPDM VERTICAL F-TRIM W.R.B. WEAVE CORNER PER MANUFACTURER MIN. 3/4" PT FURRING STRIPS A3 METAL TRIM @ INSIDE CORNER W2.1 SCALE: 3" =1'-0" W.R.B. FIELD LAYER LAPS METAL FLASHING, SET IN SEALANT MIN. 3/4" PT RAIN SCREEN BATTENS BEYOND TYP. HORIZONTAL METAL TRIM MIN. 1/16" EPDM it I II FIBER CEMENT PANEL SIDING it li CONTINUOUS W.R.B. (TAPE ALL OVERLAPS) -A 11A EXISTING SHEATHING I I HORIZON AL REVEAL AT PANEL SIDING /61 BUILT-UP ROOF AT STAIR TOWERS W2.1 J SCALE: Y =1'-0" W1 EXISTING FLASHING AND BLOCKING CONTINUOUS SEALANT HORIZONTAL METAL TRIM VENT STRIP MIN. 3/4" PT BATTENS - SIDING TO ALIGN WITH FACE OF EXISTING BRICK VENEER CLADDING AT THIS LOCATION ONLY MIN. 1/16" EPDM FIBER CEMENT PANEL SIDING CONTINUOUS W.R.B. (TAPE ALL OVERLAPS) W.R.B. FIELD LAYER LAPS METAL FLASHING, SET IN SEALANT MIN. 3/4" PT PLYWOOD BATTENS TYP. MIN. 1/16" EPDM NEW PANEL SIDING SEALANT UNDER W.R.B. AT BASE OF WALL FOR AIR BARRIER CONTINUITY SELF ADHERED FLASHING OVER AND UNDER FLASHING TYP CONTINUOUS BUG SCREEN AT BASE OF RAIN SCREEN FURRING 24 GA ANODIZED ALUM. FLASHING WITH HEMMED DRIP EDGE CONNECTED TO EXISTING CLEAT EXISTING STRUCTURE EXISTING STANDING SEAM ROOFING ,B2-'METAL ROOF AT SIDEWALL W2.1 ) SCALE: 3" =1 W' "133'� EXPANSION JOINT AT PARAPET WALL W2.1 % SCALE: 3" =1'-0" EXISTING ROOF FRAMING t CORNER OVERLAP 12" ING LANT JOINT VATER STOP TRIPS WITH 1/16" EPDM EXISTING FRAMING MAY NOT ALIGN WITH NEW REVEAL LOCATIONS REMOVE EXISTING SHEATHING TO ADD 2X BLOCKING PLATES AT REVEALS AS NEEDED TO SUPPORT FURING BETWEEN STUDS i1 ------- ------------------ --------------------------- MIN. 3/4" PT RAIN SCREEN BATTENS TYP. [W-1 MIN. 1/16" EPDM PRIME ALL EDGES OF VERTICAL METAL TRIM FIBER CEMENT PANEL TYP. F.C. PANEL VERTICAL REVEAL W.R.B. FIELD LAYER LAPS METAL FLASHING, SET 1 IN SEALANT W1 II MIN. 3/4" PT PLYWOOD BATTENS W/ MIN. 1/16" EPDM !I i 4" S,A.F. (STRAIGHT FLASH) OVER TOP OF METAL, TYP.. SEALANT UNDER W.R.B. AT BASE OF WALL FOR AIR BARRIER z I CONTINUITY J� CONTINUOUS BUG SCREEN AT BASE OF RAIN SCREEN FURRING PRE -STRIP W.R.B. 24 GA ANODIZED ALUM. FLASHING w/ HEMMED DRIP EDGE EXISTING FRAMING, SHEATHING, AND STANDING SEAM METAL ROOFING TO REMAIN EXISTING STRUCTURE w w n O U IL in TAPE OR APPROVED SEALANT PER MANF... PROVIDE 6" OVERLAP AT HORIZONTAL SEAMS AND 12" OVERLAP AT VERTICAL SEAMS 7INISH w/ 1/2 ROLL ALL SEAMS s+} 19730 64th Ave West, Suite 201 WEAVE W.R.B. @ CORNERS W/ 12" Lynnwood, VVA 98036 OVERLAP, TAPE OR SEAL PER MANF.. 425.774.5600 www.j2consultants.com c1 METAL ROOF TO PARAPET r 4 W.R.B./ AIR BARRIER APPLICATION DIAGRAM W2.1 SCALE: 3" = l'-0" W2.1 SCALE: N.T.S. 6401 DREGIERED I W.R.B. FIELD LAYER LAPS METAL FLASHING, SET IN SEALANT MIN. 3/4" PT PLYWOOD BATTENS TYP.. i MIN. 3/4" PT FURRING STRIPS R MIN. 1/16" EPDM I MIN. 1/16" EPDM III 4" S.A.F. (STRAIGHT FLASH) OVER TOP OF METAL, TYP.. i W.R.B. FIELD LAYER LAPS METAL FLASHING, SET j FIBER CEMENT PANEL SIDING H IN SEALANT W1 I I SEALANT UNDER W.R.B. AT BASE OF WALL FOR AIR BARRIER CONTINUITY 4" S.A.F. (STRAIGHT FLASH) OVER TOP OF METAL, TYP.. I PRE -STRIP W.R.B., ALLOW AN EXCESS OF W.R.B. TO I PRE -STRIP W.R.B., ALLOW AN EXCESS OF W.R.B. TO Ia HANG BELOW WALL SHEATHING FOR A SEPARATION ` J LAYER BETWEEN THE METAL FLASHING AND CONC.. I HANG BELOW WALL SHEATHING FOR A SEPARATION r I STEM WALL e i LAYER BETWEEN THE METAL FLASHING AND CONCRETE NOTES: L}© I CONTINUOUS BUG SCREEN AT BASE OF RAIN SCREEN FURRING STEM WALL 1, CONTRACTOR IS 24 GA PRESSURE FIT ANODIZED ALUM. FLASHING w/ HEMMED FIBER CEMENT PANEL SIDING RESPONSIBLE FOR d a aQ DRIP EDGE, SET VERTICAL LEG IN CONTINUOUS SEALANT ,I I CONTINUOUS BUG SCREEN FIELD VERIFICATION OF E SELF ADHERED FLASHING BEHIND BASE OF WALL FLASHING TYP r BUTYL SAF OVER PRIMER BEHIND BASE OF WALL FLASHING TYP SIZING AND QUANTITIES EXISTING STRUCTURE za a I 24 GA STAINLESS STEEL BASE OF WALL FLASHING OF ALL COMPONENTS. EXISTING N 1- -_2 64WITH UP TURNED HEMMED EDGE 2. MOCK UP REVIEW OF EXISTING BRICK VENEER INSTALLED BELOW GRADE STRUCTURE t ALL EXTERIOR � 41 .. • _— — — — — 4 � BACKER ROD AND SEALANT ASSEMBLIES REQUIRED %III-III=1 I I=1 I I=1 I ICI - EXISTING GRADE 4 BEFORE INSTALLATION. =1 I=1 0 4 a ri EXISTING SURFACE 3. SEE SHEET A0.1 FOR C2 BASE OF WALL @ SOIL D2 BASE OF WALL @ HARDSCAPE WALL TYPES W2.1 SCALE: 3" = T-0" W2.1 SCALE: 3" =1'.0" W.R.B. FIELD LAYER LAPS METAL FLASHING, SET II IN SEALANT I MIN. 3/4" PT RAIN SCREEN BATTENS BEYOND TYP. I Revisions: SAF OVER THRU WALL FLASHING WRB PRE STRIP UNDER THRU WALL FLASHING - II TAPE OR SEAL WRB TO THRU WA FLAS I Date Descri tion CONTINUOUS SEALANT I, CONT. BUG SCREEN 12/08/14 BID J PERMIT SET I HORIZONTAL METAL TRIMREVIE3 ,;kD FOR p r0 COMPLIANCE ii DRAINAGE FLASHING TO MATCH METAL AND VENT STRIP .,: q GAUGE OF METAL TRIM W1` J01 0 7 2015IT II W1 I . I I MIN. 1/16" EPDM City of TLxkvvila I 'I MIN. 1/16" EPDM II FIBER CEMENT PANEL SIDING ()IL�sIi"ti$ DIVISION it -�.�.a.. FIBER CEMENT PANEL SIDING CONTINUOUS W.R.B. (TAPE ALL OVERLAPS) CONTINUOUS W.R.B. (TAPE ALL OVERLAPS) EXISTING SHEATHING EXISTING SHEATHING c3 WALL AND SOFFIT INTERFACE D3 THRU WAL FLASHING HORIZONTAL REVEAL AT PANEL SIDING , W2.1 SCALE: N.T.S. W2.1 SCALE: N.T.S. - ca_� F.C. PANEL OUTSIDE CORNER MIN. 1/16" EPDM MIN. 3/4" PT RAIN SCREEN BATTENS TYP. FIBER CEMENT PANEL SIDING CONTINUOUS W.R.B. (TAPE ALL OVERLAPS) EXISTING SHEATHING OUTSIDE CORNER METAL TRIM GASKETED. SCREW EXIST ROOM Project Title: PRE -FINISHED PARAPET CAP RIVERVIEW PLAZA FLASHING INTEGRATED WITH EXTERIOR REPAIRS EXISTING NEW BUTYL SAF TO LAP OVER 16000,16040,16300 PARAPET TYP. CHRISTENSEN ROAD TUKWILA, WA 98188 BEVELED WOOD TOP. V I yr HLL AJJCIWIDLICO I D4 PARAPET CAP DETAIL @•BRICK REPLACEMENT W2.1 SCALE: 6"=1'-0" Ab Am Issue Date: Sheet Number: 12/12/14 Job #: W2.1 666103 SCALE: N.T.S. W2.1 I SCALE: N.T.S. W2.1 % SCALE: N.T.S. EXISTING WINDOW REMOVE AND REPLACE RRYWIAi�TSEALANT JOINT MIN. 3/4" PT FURRING BATTENS WITH MIN. 1/16" EPDM BUTYL SELF ADHERED FLASHING WRAPPING CORNER WEATHER RESISTIVE BARRIER FIBER CEMENT PANEL SIDING Al INSIDE CORNER AT WINDOW B� W2.2 SCALE: 3" =1'-0" W2.2 W.R.B. FIELD LAYER LAPS PRE STRIP WITH TAPED OVER LAPS TYP.. I MIN. 1/16" EPDM I PRE STRIP W.R.B. ri FIBER CEMENT PANEL SIDING �i MIN. 3/4" PT FURRING BATTENS PVC (AZEK) MOUNTING BLOCK - 6X6 PER B2/W2.2 I� PROVIDE SLOPED TOP WITH SOLID PT FURRING BACKING BUTYL FLEXIBLE S.A.F. (DUPONT FLEX WRAP) AROUND PENETRATIONS r TYP.. FILL GAPS WITH SEALANT PVC (AZEK) MOUNTING BLOCK - 6X6 PER 61W2.3 PROVIDE SLOPED TOP PRE STRIP W.R.B., INTEGRATE W/ FIELD W.R.B. TAPE OVER W.R.B. PRE STRIP TO FIELD MEMBRANE OVER LAPS TYPICAL /A2 HOSE BIB, TYP. 62` W2.2 SCALE: 3" =1'-0" W2.2 W.R.B. FIELD LAYER LAPS METAL FLASHING, SET IN SEALANT MIN. 3/4" PT PLYWOOD BATTENS TYP. MIN. 1/16" EPDM NEW PANEL SIDING SEALANT UNDER W.R.B. AT BASE OF WALL FOR AIR BARRIER CONTINUITY SELF ADHERED FLASHING WRB PRE -STRIP CONTINUOUS BUG SCREEN AT BASE OF PT FURRING SAF UNDER METAL FLASHING 24 GA ANODIZED ALUM. FLASHING WITH HEMMED DRIP EDGE EXISTING METAL DOOR AND FRAME TO REMAIN INSTALLED AT GROUND LEVEL REMOVE DOOR AS REQ. TO INSTALL PAN FLASHING AT ROOF LEVEL AT ROOF DOOR, WHERE REMOVAL IS REQUIRED, ADD NEW SAF AT ROUGH OPENING TYP. EXTERIOR DOOR HEAD SCALE: 3" =1'-0" ----------- --- i i i L_______________________J ELEVATION PIPE PENETRATION, TYP. SCALE: 3" = T-0" SLOPED TOP OF PVC BLOCK STAINLESS FASTENERS. PVC (AZEK) MOUNTING BLOCK SPLIT IN HALF TO COVER PENETRATION WITH 1/4" GAPS FILLED WITH SEALANT FILL JOINT AROUND PIPE WITH SEALANT C1 W2.2 EXISTING DOOR /FRAME/ PROVIDE NEW THRESHOLD PAINT EXISTING DOOR AND FRAME TYP END DAM OF PAN BEYOND. NEW W.R.B. AT JAMB TO EXTEND OVER SILL JAMB PAN INTERMITTENT PVC SHIM EVERY 6-8" FOR DRAINAGE AND DOOR LEVELING AS REQUIRED. — SET THRESHOLD ON 2 THICK BEDS OF SEALANT. ENSURE COMPRESSION OF SEALANT WHEN INSTALLING THRESHOLD. , _24 GA METAL PAN W/ END DAMS AND BACK DAM SOPREMA ALSAN FLASHING WITH GRANUAL FINISH INTEGRATED INTO DOOR PAN AND MIN. OF 8" ON TO THE FIELD OF THE EXISTING ROOFING MEMBRANE EXISTING ROOFING MEMBRANE EXTERIOR DOOR SILL AT ROOF SCALE: 3" =1'-0" EXISTING RAIL WALL CAP AND GUARDRAIL OR NEW PRE FINISHED METAL COPING 24 GA. GALV. SADDLE, FULLY SOLDER ALL JOINTS SEALANT BEADS OVER AND UNDER METAL SADDLE FLASHING W.R.B. LAPPED OVER VERTICAL LEG OF SADDLE PRE FINISHED METAL COPING TO COVER EXTERIOR WALL ASSEMBLIES. PROVIDE BACKER ROD AND SEALANT AT VERTICALS WITH DRAINAGE AT SIDING TO COPING TOP SET COPING IN 2 BEADS OF SEALANT SET SADDLE OVER S.A.F. SADDLE FLASHING (UNDER COPING) S.A.F. SADDLE FLASHING TO BE CONTIGUOUS CONTINUOUS S.A.F. DRAPING TOP OF WALL AND EXTENDING UP WALL INTERFACE SADDLE. PROVIDE BUTTERFLY PATCHES AT CORNER OF S.A.F. TYP.. W.R.B. PER DETAILS CLADDING OVER W.R.B. D1 W2.2 JAMB DETAIL SCALE: 3" =1'-0" BACKER ROD AND SEALANT FURRING STRIP NEW PAINT ON EXISTING DOOR AND FRAME AT ROOF DOOR, WHERE REMOVAL IS REQUIRED, ADD NEW SAF AT ROUGH OPENING TYP. �A tit RE.VIE11VED FOR CODE. COMPLIANCE JAN 07 2015 4^ city Of Tukwil ERMILIDINO 01V9 AON RECEIVED.. CITY OF TUKWIa A Copyright© 2014 All rights reserved. J2 Building Consultants, Inc. 19730 64th Ave West, Suite 201 Lynnwood, WA 98036 425.774.5600 www.j2consultants.com 640-1 1,REGISTERED ARCHITECT � %UNG RUDY D. c•r&TE OF WAS""' NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF SIZING AND QUANTITIES OF ALL COMPONENTS. 2. MOCK UP REVIEW OF ALL EXTERIOR ASSEMBLIES REQUIRED BEFORE INSTALLATION. 3. SEE SHEET A0.1 FOR WALL TYPES Revisions: Date Description 12108/14 BID / PERMIT SET 0 Project Title: RIVERVIEW PLAZA EXTERIOR REPAIRS 16000,16040,16300 CHRISTENSEN ROAD TUKWILA, WA 98188 Sheet Title: WALL DETAILS PENETRATIONS Scale: As Noted PERMIT/BID SET C4 W2.2 PARAPET PARTITION TO WALL SADDLE SCALE: 1-1/2" =1'-0" JAN 0 2 2015 PERMIT CENTER Issue Date: Sheet Number: 12/12/14 Job #: W2.2 666103