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Permit D14-0397 - RIVERVIEW PLAZA - WATER DAMAGE REPAIR
RIVERVIEW PLAZA EXTERIOR REPAIRS 16300 CHRISTENSEN RD D14-0397 C44,00iLAD,City 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.gov Parcel No: Address: 2523049078 16300 CHRISTENSEN RD DEVELOPMENT PERMIT Project Name: RIVERVIEW PLAZA - EXTERIOR REP Permit Number: D14-0397 Issue Date: 2/5/2015 Permit Expires On: 8/4/2015 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BRCP RIVERVIEW PLAZA LLC 248 HOMER AVE , PALO ALTO, WA, 94301 RUDY YOUNG 19730 64 AVE S , LYNNWOOD, WA, 98036 J R ABBOTT CONSTRUCTION, INC. 3408 1ST AVE S SUITE 101, SEATTLE, WA, 98134-1805 JRABBCI022JZ BROAD REACH CAPITAL PARTNERS 248 HOMER AVE , PALO ALTO, CA, 94301 Phone: (425) 774-5600 Phone: (206) 467-8500 Expiration Date: 3/1/2016 DESCRIPTION OF WORK: REPLACEMENT OF EXISTING BRICK VENEER WITH FIBER CEMENT PANEL SIDING, INCLUDING POSSIBLE REPAIRS TO UNDERLYING WATER DAMAGED SHEATHING AND FRAMING MATERIALS Project Valuation: $234,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Fees Collected: $4,510.52 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: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: 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 loc laws regulating construction or the performance of work. I am authorized to sign and obtain this develop nt ermit and agree to the conditions attached to this permit. Signature. Date: "-I i '1 Print Nam e:? st- 5i,N" .1—"S. 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. PERMIT CONDITIONS: 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 • C ITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Building Permit No. L Project No. Date Application Accepted: Date Application Expires: to or of ►ce use onl 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 Site Address: Tenant Name: King Co Assessor's Tax No.:2Q' "- 1 o7 6 PROPERTY OWNER Name: g Ro (2 A-GN Grptt Ar L- DvGrNoes Address: e2,9 at' City: State: C Zip: CONTACT PERSON — person receiving all project communication Name: Address: Let i 3 (04-t tom t.,\(e. J v. City: YtWo ad State: wA Zip: 11$036, Phone: S 7.7 4 Fax: Email: vD y@ J 203,N so t.T14sr, •&Ni GENERAL CONTRACTOR INFORMATION Company Name: ,,A.,,ga1 s.,a.� Address: 3 4ez, 0. ( -T g... S. City:sue-� tat °tZi 3'-� Phone: F 2.0e(v 4:Cv�7. a '1=3=' Contr Reg No.: J p...K3102.2AG Tukwila Business License No.: -Q)ti _. 094 4,t81 Suite Number: Floor: New Tenant: ❑ Yes ARCHITECT OF RECORD Company Name: J Architect Name: Address: t ,l.' .; a 6 `E # . A L r . t.J City: LIv,,,,,,,,aoct State:14P- Zip: /8036 1 Phone: - 77 `f stoa-0 Fax: Email: ,Quay ioJ2c.t''I`)LVI14rS 14.0ti ENGINEER OF RECORD Company Name: Engineer Name: Address: . City: State: Zip: Phone: Fax: Email: LENDERJBOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: tgApps'O Q. 0RZ i"1 E %i'P 1in, ?hp:win Address: 2_,4 $ M A4 G City t. * State: r Zip: H:Wpplications\Form s-Applications On Line \2011 Applications\Pern it Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT INFcIBMA'I'ION 206=431 3670 Valuation of Project (contractor's bid price): $ '2- CD' Existing Building Valuation: $ Describe the scope of work (please provide detailed information): tZ..A=• 1Acel•-htT3T aF t&F-cS1IN(, t3,/L.icfc, y6u n- t r F1r3C-t t01N( ( IJ C Pt (MG, "1 02 s '1'O ()ND t Pi( /rTtY— i)Art-l.A C� S Nb-'1 -t f4t= f i J 0 F A1-1 1 N( l-d MY- I Acts Will there be new rack storage? ❑ Yes pcziss s" `4.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage :Below ;Interior Reriodel Floor 2na Floor 3ra Floor Floors 'Basement' • Accessory Structure*:' ',•:� Attached Garage - ;Detached Garage • Attached Carped, DetachedCarport Covered Deck :,. Uncovered Deck Additionto' Existng ;- Stnictue 0 • Type Cif ':'- Construction per IBC =wType of Occupancy.per 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: Li Compact: Handicap: ❑ Yes No If "yes", explain: Will there be a change in use? FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will th re storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2"x II" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:WpplicationsWorms-Applications On Line \2011 ApplicationsV'ermit Application Revised - 8-9-1 I.docx Revised: August 201 I bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): rzr - C't,yez t sv—L, tit G 15 t t N C (3 JL t — ts. V e:'tli . w art N CT w F-t h cti¢, 44,.1,Cr.3 "�' C t 7 ("--1 C (N G t.. v 0 Lim b (a-cr"? tn. % S C S f-1 k c .i p i- -.. t—*'lA1, ED utYL1.sC.. St1 r1 h t' . Ca11 before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 0 ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View 0 .. Renton ❑...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle 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 Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 ...Bond ❑ .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report 0 .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut ❑ .. Looped Fire Line 0 .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding 0 ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \201 t Applications\Permit Application Revised - 0-9-11.docx Revised: August 201 I bh Page 3 of 4 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 OWNERZED AGENT: Signature: Print Name: Date: �OU►1'n/ �}+�' Day Telephone: 1-(-7r '? % y Mailing Address: (I 1 3 O b r[€_ IAA ti 201 VI.*t.3.4), W Ebn City State H:Wpplications\Forms-Applications On Line\2011 AppiicationsTermit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY PermitTRAK PAID $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 B640.237.114 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 B640.237.114 0.00 $4.50 TECHNOLOGY FEE $132.53 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R4473 R000.322.900.04.00 0.00 $132.53 $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 SYSTEMS DESCRIPTIONS ACCOUNT PermitTRAK QUANTITY PAID $5,168.67 D14-0396 Address: 16000 CHRISTENSEN RD BLDG 2 Apn: 2523049077 $3,445.78 DEVELOPMENT $3,445.78 PERMIT FEE R000.322.100.00.00 0.00 $1,722.89 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,722.89 D14-0397 Address: 16300 CHRISTENSEN RD Apn: 2523049078 $1,722.89 DEVELOPMENT $1,722.89 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R3885 R000.345.830.00.00 0.00 $1,722.89 $5,168.67 Date Paid: Wednesday, December 31, 2014 Paid By: UNICO PROPERTIES Pay Method: CHECK 6064159 Printed: Wednesday, December 31, 2014 9:19 AM 1 of 1 L1 l� CJ l J SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION 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 Pro' ct: 1 (A Pt� Ty a of Inspection: riw" Address: /63c0 e�i4 s . �/ Date Called: Special Instructions: Ilyil Date Wanted: —//—/S a.m. p.m. Requester: SirA't k ` / /1 Phone No: 25-3 35'36cf0 1 ffl-Approved per applicable codes. Corrections required prior to approval. COMMENTS: K2 MI q M--L-•6.2 CY-c F►(ktal 6) c- Date: ///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 r ION NO. PERMIT NO. 3)/V-03g7 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Proj t: r, o Type of I spectio l_t_ k Ad 130 0 ��* k_ D. to Called: • Special Instructions: ilM late gantedi6 — (� a.m. p.m. Requester: Phone No: pproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: W/1- Inspector: Date° 2/—�� REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 INSPECTION RECORD Retain a copy with permit ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 Project.,Type I! ✓>? it kn e c,J of Inspectio i Wa ( Ateq114(Pj D to Called: Address: (63on C/(C r/ ctIe t iffSpecial Instructions: ,A "�1 ate W ted: ` / _ Zti-(r. a.m. p.m. Requester: Phone No: 'Approved per applicable codes. Corrections required prior to approval. COMMENTS: eL( Inspector: Dated 21{..._ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PiY—°3 r7 CTION 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 INSPECTION RECORD Retain a copy with permit Projgctk r • Type,of Ins(�ctionSkest 1 A d eIbo �. Gkegleccev Kai Date Called: Special Instructions: ,^ /�, Date Wanted: a.m. 6 L - (1` p.m. Req4e:✓e ce0//obi. Phone No: -2'51— 3 r3 - ° crG/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ier-g`i-`i w roi lt/ r [ ( f k / 4/® P�. vic c _ /y/ �\a 6)< 0 de = G ' cc r ((" V a `°`/�tc5 c i r (r i @( ci �(Pi'( l Zt 0 Lam tam r&t_ct 5it0 hIciAtr 6 st CA--00 in IIr"W Inspector: 4r& Date6- !3 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 '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 iti-63'?7 Pro,�j"�ct: e ) I'�CkrV (e L Type Rf Inspection: W6(J j .IG1e.GL-I Date Called: kl Art —TO: ,_ t K. ?zit Special Instructions: �� Date Wanted:/ a.m. 6 —(C _ IS p.m. Requester: Phone No: Approved per applicable codes. I] Corrections required prior to approval. OMMENTS: f/f-- °Liar 4= 2-6 Inspector: Date: % / ( REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD INRS___ No. Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Proj t:Q , Tvest ilea, Type fGI lV'� 7* lAb3�ess:0 Chegtea,se Date Called: Special Instructions: Date W nted: 01 1 /� U a.m. p.m. Requester: Phone No: Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Inspector: Date;/ 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 INSCN 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 pfqO3c(7 prrve-t-cVieik) Type of pection: $ 1dresso 63 0 UA tit 5 lai/t)e.&: ate Called: Special Instructions: 441 Date Wanted: a.m. Requester: 'Phone No: Approved p r a plicable codes. Corrections required prior to approval. AJ€V&2L[ -PI 40-3 6 oMMENTS: Inspector: Date6 ,(0 fr- REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedule reinspection. INSPECTION RECORD Retain a copy with permit IN ON NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukvvila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Poi-03q 7 Prgiect: . II\ l liek' Vie_Lk) Type otinspection:,,, t,1)4(( Itk: •,€0.1.14 'Address: ( 300 6Gtr(ittsk_5-ek_ t pate Called: 'Special Instructions: kAA Date Wanted: 6, —(0 — (-5— a.m. p.m. 'Requester: Phone No: co Approved per applicable codes. ENTS: 10/4 1-6 uje-r se. OCorrections required prior to approval, 9 Inspector: Date: F REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be """ paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit b12-+-Q357 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 PERMIT NO. Pr Type of Inspection 1 ' Address: too c(,�,s, s� Date Called: Specia Instructions: Date Wanted: Requester: CG� �. QJ Phone No: fib- DA,q- 090 Approved per applicable codes. Corrections required prior to approval. COMMENTS: l LA CC. I/fit Sv.Q //////l�S t ? 4 /fl4 � ' -/s eL s pz,c7A), R--/? "Pc-7 k. Inspectori�%�"_ �r/ Date: ri $60.00 REINSPECTION FEE RED t' i. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: \V-QYVI ettii -N ZA, Type of Inspection:— , -\--rq W1 1 i Ad ress: Ve300 CVNA‘,44r1,4, \ Date Called: -..„„ Special Instructions:' �AC a,� (/l 111\ -c, Aj ca U l Date Wanted: �rn- �-)6,1 10- `_1 p.m. Requester: Ck,j Phone No: lob— 5 9—otoS Approved per applicable codes. Corrections required prior to approval. COMMENTS: � ei /l9Jy 2q)0.ieea / 363 /0-0,—'/= Inspector Date: ri $60.00 REINSPECTION FEE "1P1: • ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 )1D3g 7 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 7��Vet.VArM1 Pr° �� n Type of InspectioW11 Addrrtes�ss: ��ll �"� `_ 1k3QV d\V`3 �! �1 Date Called: Special Instructions: C1` u V ` uPereN Date Wanted Jt� a:m l Requester: Phone No: Mto- S q- 096.0 ElApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ,j r iAfs� � G7r(cA C A , 4�«� 7g-r Inspector:' 69 c-70 60.00 REINSPECTION FEE REQUIRED" Date: ❑ $ Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit I N NO. PERMIT NO. D(V--09c( 7 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projest:c t Ac vefr-vre-t,t) Type of in) ectilecA 1 tiica (.1 X ictqs: / 0 dlleWrA rei Date Cafle : Special Instructions: 441 Daterter _ _15- 24 a.m. P.m. Requester- astzeti Phone No: .2-66-5-W - Approved per per applicable codes. EJ Corrections required prior to approval, OMMENTS: E DateLc- 7 (5- REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter 8tvd.. Suite 100, Catt to schedule reinspection INSPECTION RECORD Retain a copy with permit InL(-0ce7 PERMIT NO, CITY OF TUKWILA BUILDING D V SION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ecti l's IL \ \RAt— I)/ U,,) 1 Type of inspfctio_oke_ctftv (N..... 4)6( ( ( ) ate Called: Add ss: N , Special Instructions: iY#3 Dat Wanted: r - -2--7 - (i--- a.m. P.m, Requester: 'Phone No: Approved per applicable codes. Corrections required prior to approval. CO MENTS; 41- nspector Date: --_ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Io INSPECTION RECORD Retain a copy with permit IN ION NO. PERMIT NO. P/V.--03T CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 436-9350 ProAct: t I Vekih etA) Type of Inlpection: vat( f_46t ( Ad ress: , i 50 CtW (Yfeigek /40( Date Called. . 'Special Instructions: ittm Date Wanted: 1— 2.--1, --(5- a.m. p.m. 'Requester: Phone No: I:Approved per applicable codes. EJCorrections required prior to approval, COMMENTS: ,r...e..."/ Inspector: Date t.5..._,2.„2„..,i5 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd.. Suite 100. Catt to schedule reinspection. INSPECTION RECORD Retain a copy with permit ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 1. WO Permit inspection Request Line (206) 438-9350 t-t) q ProjvtN , , 1 /El t Vek t)( e-Lti Type inspection; L..1 Arreu: , , 0 50Ch 0 r( rietArek ate Called: SpecialInstructions: frifil ate anted: a.m. Requester: Phone No: Approved per applicable codes. ElCorrections required prior to approval. 0 ENTS: /F- er 7 Inspector: Date—_ 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 TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukvvila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pig- 03? 7 Proe ct: ., j At Vertif et-t) Type of Inspectiory FirroA..,(1 Date Called: -Addiess: •, (6 30d clorksitcAlm , Special Instructions: 4/0 Date Wanted: 5-- LT-- If a.m. p.rn. Requester: Phone No: Approved per applicable codes. D.Correctlons required prior to approval. COMMENTS: 'Or 7 Inspector: Datef s__ ts REINSPCTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. rn INSPECTION RECORD Retain a copy with permit IN TION 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 Pt '/-o37 ProlActi, Kol ett ii Ce._t_d Type of Inspection: \dett( 5 ,. Address: ( 4 3000 ckiiiite-14eieLlz.d Date Called: Special Instructions: Date Wanted: 5- -g- 0— a.m. P•rn, Requester C Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: c, 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: D14-0397 DATE: 12/31/14 PROJECT NAME: RIVERVIEW PLAZA - EXTERIOR REPAIRS SITE ADDRESS: 16300 CHRISTENSEN RD X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after .Permit Issued DEPARTMENTS: 4 4W() in Building Division WIA a111 Public Works ON Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 01/01/15 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (le: Zoning Issues) DUE DATE: 01/29/15 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED. Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 J R ABBOTT CONSTRUCTION IN(' Page 1 of 3 Horne Inicio en Espanol Conta;t Search L&I A-Z Index Help My Secure. I ;I Safety Claims & Insurance Workplace Rights Trades & Licensing J R ABBOTT CONSTRUCTION INC Owner or tradesperson FRASER, RICHARD H Principals 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. 600 479 123 3408 1ST AVE S SUITE 101 SEATTLE, WA98134-1805 206-467-8500 KING County Business type 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. JRABBCI022JZ Effective — expiration 04/09/1998— 03/01/2016 Bond LIBERTY MUTUAL INS CO Bond account no. 023009859 $12,000.00 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 NEW FIBER CEMENT PANEL SIDING (REPLACES ALL EXISTING THIN BRICK OVER STUCCO) CONSTRUCTION NOTES • EXISTING 5/8" GYP BOARD EXISTING 2X6 FRAMING 16" O.C. WITH BATT INSULATION EXISTING 3/8" PLYWOOD SHEATHING --• NEW WEATHER RESITIVE BARRIER • VERTICAL DRAINAGE BATTEN. MINIMUM %" PRESSURE TREATED PLYWOOD WITH MINIMUM X6" EPDM STRIP. SIDING AS NOTED ON ELEVATIONS AND 88888• W1 • FIBER CEMENT PANEL SPECIFICATIONS. FASTENERS PER MANUFACTURER REQUIREMENTS. EXISTING STUCCO OVER PLYWOOD ( AT BUILDING 1)., :._1111•111111t. CONSTRUCTION NOTES • EXISTING 5/8" GYP BOARD • EXISTING 2X6 FRAMING 16" O.C. WITH BATT INSULATION • EXISTING 3/8" PLYWOOD SHEATHING • EXISTING WEATHER RESITIVE BARRIER • EXISTING 7/8" STUCCO CLADDING FV21 EXISTING STUCCO OVER..•EXISTING1"INSULFOAMINSUTIONBOARDIINSULFOAM (AT BUILDINGS 2 AND 3) CONSTRUCTION NOTES • EXISTING 5/8" GYP BOARD . EXISTING 2X6FRAMING16"O.C.WITHBATTINSULATION • EXISTING WEATHER RESITIVE BARRIER • EXISTING 7/8" STUCCO CLADDING II ' I W3 !!!!lIIIlEIIlitrliSl!!!!!!!!!!!!!!!!!!!!!!r!!!il;l!!!.i!!Illaliilhllllli ggingegymigaima RENDERING N.T.S. ree", ..',94{ aw RENDERING N.T.S. I II aIII PROJECT TEAM 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 1ST AVENUE SOUTH SEATTLE, WA 98134 PH: 206.467.8500 EM: ARNIEQ@JRABBOTT.COM 11 d,nw v ,;,¢, . alp 1 Vi u 1 iul J PLANNING APPROVED • No changes -can be madeto these plans without approval from the Planning Division of DCD Approved By: L Date: I-fo-16 su Itit1 . GENE L. !/TES: 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 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, OUT BUILDING 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 4". 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. GENE 'k . d', IL ATE r" PROOFING NOTES 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. 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. SHEET L. OUT Cl C2 2 3 C3 3 4 4 C4 4 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. SEPARATE Fr:::R IT REQUIRED FOR: Mochanicai ig Electrical r1 Plumbing i- Ca3 Piping of t ukw i a ^•` l''VISION INDEX TO DRAWINGS A0.1 COVER SHEET ABBREVIATIONS, SYMBOLS, NOTES AND INFO A1.1 SITE PLAN A2.1 ROOF PLAN A2.2 ROOF PLAN A2.3 ROOF PLAN A3.1 ELEVATIONS A3.2 ELEVATIONS S1.1 STRUCTURAL NOTES W2.1 WALL DETAILS W2.2 WALL DETAILS AND PENETRATIONS BUILDING CODES USED 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 REVISIONS No changes shall e made to Chet scope of work without prior app f Tukwila Building Division. MOTE: Revis0n3 will require a new plan submit,al and may inc ude additional plan review fees. THE SCOPE OF WORK INCLUDES REPLACEMENT OF BRICK VENEER WITH FIBER CEMENT PANEL SIDING, INCLUDING REPAIRS TO UNDERLYING WATER DAMAGED SHEATHING AND FRAMING MATERIALS. FILE COPY Copyright © 2014 All rights reserved. J2 Building Consultants, Inc. 19730 64th Ave West, Suite 201 Lynnwood, WA 98036 425.774.5600 www.j2consultants.com BUILDING CONSTRUCTION TYPE: TYPE V-B BUILDING OCCUPANCY USAGE: B-2 PROPERTY LEGAL DESCRIPTION: 16000: PARCEL #252304-9077 16040: PARCEL #252304-9039 16300: PARCEL #252304-9078 Permit I3o. t) Irk- 03 'Y Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved = • opy and conditions is acknowledged: B Sailkk Date: ' City of Tukwila BUILDING DIVISION K3n j C ournt( S ptlTh Treatrneni Pr* REGISTERED ARCHITECT 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 RECEIVED CITY OF TUKWILA DEC 31 2014 PERMIT CENTER Project Title: RIVERVIEW PLAZA EXTERIOR REE2Al 46888 46 ,16300 CHRISTENSEN ROAD(Loth TUKWILA, WA 98188 At/ - i3V 1 p Sheet Title: COVER SHEET AND GENERAL NOTES Scale: As Noted PERMIT/BID SET Issue Date: 12/12/14 Sheet Number: 666103 A0.1 Copyright © 2014 All rights reserved. J2 Building Consultants, Inc. 19730 64th Ave West, Suite 201 Lynnwood, WA 98036 425.774.5600 www.j2consultants.com 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: Project Title: RIVERVIEW PLAZA EXTERIOR REPAIRS 16000, 16040, 16300 CHRISTENSEN ROAD TUKWILA, WA 98188 Sheet Title: SITE PLAN Scale: As Noted PERMIT/BID SET Sheet Number: AI.O 'OW' F.O.vliw .... . GENERAL NOTES:. .... r 1..'.. DRAWINGS USES EXISTING AS -BUILT DOCUMENTS FOR REFERENCE ONLY, NOTES FROM EXISTING. DRAWING SET DO NOT TYPICALLY APPLY TO THE NEW RENOVATION WORK.. •. . 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 PLANS SHOWN ARE TYPICAL AND MAY VARY FROM BUILDING TO BUILDING. ' B. KEYNOTES ARE NOTED TYPICALLY. NOTED ON ONE PLAN. WHEN NOTED ON ONE BUILDING, THEY WOULD APPLY TO SIMILAR LOCATION ON OTHER PARTS OF ALL BUILDINGS, • • (A3\ BLDG 3 ROOF PLAN - MATCH LINE A A2.1! NTS UP } •ri.r,✓r.. . rrrir REMOVE AND RESET OR REPLACE ROOF PANELS ir2) REMOVE.AND.::REPLACE PARAPET COPING *NOTE: BUILDING 2 IS SIMILAR BUT SHORTER - DO NOT SCALE DRAWINGS RECEIVED CITY OF TUKWILA DEC a i 2014 PERMIT CENTER Copyright © 2014 All rights reserved. J2 Building Consultants, Inc. 19730 64th Ave West, Suite 201 Lynnwood, WA 98036 425.774.5600 www.j2consultants.com 6401 REGISTERED ARCHITECT RUDY j, YOUNG TATE OF WASHINGTON 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 12/08/14 Description BID / PERMIT SET 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/BID SET Issue Date: Sheet Number: 12/12/14 666103 A2.1 DOOR DETAILS AT STAIR TOWER ON SIDE. REFER TO• REMOVE AND RESET OR REPLACE Roo F PAS AS -BUILT D A ILT DOCUMENTS FOR REFERENCE ONLY. NOTES FROM EXISTING TYPICALLY APPLY TO THE NEW RENOVATION WORK. OF WORK FOR SPECIFIC DEMOLITION AND NEW INSTALLATION CONSTRUCTION ' NGS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION FOR ALL QUANTITY AND SIZING OF ALL INSTALLATIONS. ARE TYPICAL AND MAY VARY.FROM BUILDING TO BUILDING. TYPICALLY NOTED ON ONE PLAN. WHEN NOTED ON ONE BUILDING, THEY WOULD ON OTHER PARTS OF ALL BUILDINGS. USES EXISTING . DRAWING SET DO NOT REMOVE AND REPLACE PARAPET COP I N REFER TO DESCRIPTION REQUIREMENTS G 3. DO NOT SCALE DRAW 4. CONTRACTOR IS RESPONSIBLE • 5. BUILDING PLANS SHOWN 6. KEY NOTES ARE NOTED APPLY TO SIMILAR LOCATION A3 BLDG 3 ROOF PLAN - MATCH LINE B A2.2 I N TS *NOTE: BUILDING 2 IS SIMILAR BUT SHORTER - DO NOT SCALE DRAWINGS RECEIVED CITY OF TUKWILA DEC 31 2014 Copyright © 2014 All rights reserved. J2 Building 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 12/08/14 BID / PERMIT SET A 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 PERMIT/BID SET PERMIT CENTER Issue Date: Sheet Number: 12/12/14 Job #: 666103 A2.2 `DRAWINGS USES EXISTING AS -BUILT DOCUMENTS FOR REFERENCE. ONLY. NOTES FROM EXISTING. DRAWING SET DO NOT TYPICALLY APPLY TO THE RENOVATION WORK 2.::"REFER•TO DESCRIPTION OF WORK FOR SPECIFIC DEMOLITION AND NEW INSTALLATION CONSTRUCTION..; :. REQUIREMENTS'. 3. '+. Oo NOT SCALE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION 4: CONTRACTOR IS`RESPONSIBLE P(R ALL QUANTITY ANCi SIZING OF ALL INSTALLATIONS. 5,' ' BUILDINGPLANS.SHOWN ARE TYPICAL AN0'MAY'VARY FROM BUILDING:O BUILDING., 6. KEY NOTES', ARE NOTE,IG TYPICALLY.NO'C•ED;4N ONE PLAN. WHEN NOTED ON ONE BUILDING; THEY WOULD APPLY TO SIMILAR LOCATION•ON OTHER PARTS ALL BUILDINGS. - DOOR DETAI SAT STAIR .' TOWER 0 IDE. REFER TO 61, C1, SHEET W2.2 REMOVE AND RESET OR:REPLACE ROOF PANELS REMOVE ANQ ,REPLACE PARAPET COPING 't"c7 ? 4X P . 0%El 1111 111 1 Copyright © 2014 All rights reserved. J2 Building Consultants, Inc. 19730 64th Ave West, Suite 201 Lynnwood, WA 98036 425.774.5600 www. j2consultants.com 6401 REGISTERED ARCHITECT RUDY D. YO j .1G THE OF WASHING TO 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 Descri•tion 12l08/14 BID / PERMIT SET A❑ Project Title: RIVERVIEW PLAZA EXTERIOR REPAIRS M 16000, 16040, 16300 CHRISTENSEN ROAD N TUKWILA, WA 98188 RECEIVED CITY OF TUKWILA ' DEC 3 1 2014 PERMIT CENTER Sheet Title: ROOF PLAN BUILDING 1 Scale: As Noted PERMIT/BID SET Issue Date: Sheet Number: 12/12/14 Job #: A2.3 666103 GENERAL NOTES: EAST ELEVATION NORTH WING A3.1 / 1"=10' 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 BULL6. 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' (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 PREP AND PAINT EXISTING METAL ROOF. PROVIDE SEALANT OVER ALL EXPOSED HE AT TOP OF COPING. REMOVE METAL ROOFING AT SELECT AREAS TO ALLOW FOR ROOF TO WALL FLASHII INTEGRATION. SEE DETAIL B2/W2.1 REMOVE STUCCO AT LOCATIONS WHERE MOISTURE DAMAGED WRB/SHEATHING IS ENCOUNTERED. REPLACE WITH NEW SHEATHING, WRB AND STUCCO SIMILAR TO A'e WALL T SOFFIT 2 '\ NORTH ELEVATION NORTH WING WEST ELEVATION NORTH WING SASE OF WALL TO HARDSCAPE SEISMIC JOINT GC TO VERIFY LOCATIONS AND CONSTRUCTION RECEIVED CITY OF TUKWILA DEC 31 2014 PERMIT CENTER Copyright © 2014 All rights reserved. J2 Building Consultants, Inc. 19730 64th Ave West, Suite 201 Lynnwood, WA 98036 425.774.5600 www.j2consultants.com 6401 D REGISTERE ARCHITECT RNG T TE OF WAS G ON 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: ELEVATIONS Scale: As Noted PERMIT/BID SET Issue Date: 12/12/14 Sheet Number: Job #: 666103 A3.1 WEST ELEVATION SOUTH WING SE SMI JOINT GC TO ERIFY LOCATIONS GENERAL NOTES: , 1. DRAWINGS USE$ EXISTING AS -BUILT DOCUMENTS FOR REFERENCE ONLY. NOTES FROM FXLSTINI3 DRAWING SFT DO NOT TYPICALLY APPLY TO THE NEW RENOVATION WORK. 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 ELEVATtON. WHEN NOTED ON ONE BUILDING, THEY WOULD APPLY TO SIMILAR LOCATION ON OTHER PARTS OF ALL BUILDINGS. KEY NOTES: WEST LOBBY ELEVATION REMOVE EXISTING BRICK OVER STUCCO. PROVIDE NEW FIBER CEMENT PANEL SYSTEM (HARDIE REVEAL 2.0). TYPE OVER NEW WRB'S AND FLASHINGS PER DETAILS AND SPECS. REPLACE PARAPET COPING ABOVE NEW WALL CLADDING. TYP. PREP AND PAINT EXISTING STUCCO TYP PREP AND PAINT EXISTING METAL ROOF. PROVIDE SEALANT OVERALL EXPOSED HEADS AT TOP OF COPING. REMOVE METAL ROOFING AT SELECT AREAS TO ALLOW FOR ROOF TO WALL FLASHING INTEGRATION. SEE DETAIL B2/W2.1 REMOVE STUCCO AT LOCATIONS WHERE MOISTURE DAMAGED WRB/SHEATHING IS ENCOUNTERED. REPLACE WITH NEW SHEATHING, WRB AND STUCCO SIMILAR TO A2/W2.1 DOOR DETAILS AT STAIR TOWER ON SIDE. REFER TO B1, C1, D1 SHEET W2.2 SADDLE FLASHIR G 3 SOUTH ELEVATION SOUTH WING ROOF DETAIL AT STAIR TOWER RECEIVED CITY OF TUKWILA DEC 31 2014 PERMIT CENTER Copyright © 2014 All rights reserved. J2 Building Consultants, Inc. 19730 64th Ave West, Suite 201 Lynnwood, WA 98036 425.774.5600 www.j2consultants.com 6401 REGISTERED ARCHITECT RUDY DUNG TATE OF WASHINGTON 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 I PERMIT SET 0 Project Title: RIVERVIEW PLAZA EXTERIOR REPAIRS 16000, 16040, 16300 CHRISTENSEN ROAD TUKWILA, WA 98188 Sheet Title: ELEVATIONS Scale: As Noted PERMIT/BID SET Issue Date: Sheet Number: 12/12/14 Job #: A3.2 666103 GENERAL STRUCTURAL NOTES (NEW WORK): CODE: ASSUMED CODE AT TIME OF ORIGINAL CONSTRUCTION: 1979 UBC CURRENT CODE: 2012 IBC LOADS: FLOOR DEAD: FLOOR LIVE: SEISMIC: WIND: ALLOWABLE SOIL BEARING: WOOD: 15 P.S.F.SNOW: 45 P.S.F. GROUND SNOW LOAD (35 P.S.F. ROOF SNOW LOAD) 40P S.F. (100 P.S.F. CORRIDORS AND EXITS) CA= .73, R=6.5, CATEGORY D1 85 MPH EXPOSED 1,500 P.S.F. (TYP.) 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. A185. 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 SMALLER1 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. 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 NE 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 AIE 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 NE 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 NE 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 NE 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 NE 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 7%6") 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 Y2"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" 31/2",( x 2" MAX WALL STUD REPAIR EDGE NAIL BOTH SIDES ALL AROUND. NAIL SIZE AND SPACING TO MATCH EX. CONSTRUCTION DOCUMENT SPECIFICATIONS. z N xa c 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" IF EX. SHEAR WALL NAILING IS CLOSER THAN 3" SPACING, MEMBER AT ADJOINING PANELS SHALL BE A 3x MATERIAL, 2x FLAT OR ADD 2x NAILED TO STUD W/ 16d @ 3" O.C., SPLICE PANEL BETWEEN BLOCK AND STUD AND EDGE NAIL EACH PANEL TO DIFFERENT MEMBER. • • • • • • • • • • • • • • OK FOR PANEL BUTT JOINT TO ` EX. AB. OR ADD NEW AB. BE NAILED TO SINGLE 2X IF PER ENGINEERS FASTENER SPACING IS 3" OR RECOMMENDATIONS MORE. SHEATHING REPAIR EX. WALL FRAMING 2x FLAT BLOCKING ADD NEW PANEL W/ SAME THICKNESS AND RATING AS EXISTING PANELS. INSTALL PANELS HORIZONTALLY IF H=4' OR LESS AND VERTICALLY IF H>4'. PERIMETER OF CUT-OUT SHEAR PANEL P.T. SILL W/ CAPILLARY BREAK BETWEEN SILL AND CONCRETE 0 4" 8" 1' 18" RECEIVED CITY OF TUKWILA DEC 31 2014 PERMIT CENTER Copyright © 2014 All rights reserved. J2 Building 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 12/08/14 Description BID / PERMIT SET Project Title: RIVERVIEW PLAZA EXTERIOR REPAIRS 16000, 16040, 16300 CHRISTENSEN ROAD TUKWILA, WA 98188 Sheet Title: GENERAL STRUCTURAL REQUIREMENTS Scale: As Noted PERMIT/BID SET Issue Date: 12/12/14 Job #: 666103 Sheet Number: 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. Wka S-1.1 Al ` TYPICAL PRE FINISHED FLASHING W2.1 / SCALE : 3" =11-0" 4" S.A.F. (STRAIGHT FLASH) OVER TOP OF METAL, TYP.. PROVIDE MOCK UP OF INSIDE AND OUTSIDE CORNER ASSEMBLIES TYP.. CONTINUOUS BEAD OF SEALANT (WHERE INDICATED) SLOPE TO DRAIN HEMMED DRIP EDGE, TYP.. LAP JOINTS A MINIMUM OF 4" APPLY 2 BEADS OF SEALANT 4"-6" W.R.B. PRE STRIP BEHIND METAL 1/4" FOLDED END DAM (WHERE INDICATED) 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 FURRING STRIPS MIN. 1/16" EPDM 1 _ '/////////1l/ INSIDE CORNER TRANSITION W2.1 SCALE : 3" =11-0" 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 J////!/I////I/,I/II///I/ A3 METAL TRIM @ INSIDE CORNER W2.1 SCALE : 3" =1'-0" A4 / (rlY / / // /7/ 5 // f74 /II/% jh5' 1 / HORIZONTAL REVEAL AT PANEL SIDING W1 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 FIBER CEMENT PANEL SIDING CONTINUOUS W.R.B. (TAPE ALL OVERLAPS) EXISTING SHEATHING B1 AWAIGINIPTIUNIFIr BUILT-UP ROOF AT STAIR TOWERS 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) W2.1 SCALE : 3" =1'-0" N • • • • • • 4/ • / 0 W1 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 /7 lT/T // /// // // EXISTING ROOF FRAMING METAL ROOF AT SIDEWALL SCALE: 3" = 1'-0" L W.R.B., HOLD TIGHT TO CORNER OVERLAP 12" MIN.. SELF ADHERED FLASHING BACKER ROD AND SEALANT JOINT EXISTING NEOPRENE WATER STOP MIN. 3/4" PT FURRING STRIPS WITH 1/16" EPDM EXPANSION JOINT AT PARAPET WALL SCALE : 3" =1'-0" 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 // // /J l/ // /f // !/ !/ W1 PRIME ALL EDGES OF FIBER CEMENT PANEL TYP. MIN. 3/4" PT RAIN SCREEN BATTENS TYP. MIN. 1/16" EPDM VERTICAL METAL TRIM F.C. PANEL VERTICAL REVEAL Cl W.R.B. FIELD LAYER LAPS METAL FLASHING, SET IN SEALANT MIN. 3/4" PT PLYWOOD BATTENS W/ MIN. 1/16" EPDM 4" S.A.F. (STRAIGHT FLASH) OVER TOP OF METAL, TYP.. SEALANT UNDER W.R.B. AT BASE OF WALL FOR AIR BARRIER CONTINUITY 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 METAL ROOF TO PARAPET EXISTING STRUCTURE W2.1 W1 SCALE : 3" = 1'-0" / /C /- \I / le% 1-1III-1 I -I I I -I 1= W.R.B. FIELD LAYER LAPS METAL FLASHING, SET IN SEALANT MIN. 3/4" PT PLYWOOD BATTENS TYP.. MIN. 1/16" EPDM 4" S.A.F. (STRAIGHT FLASH) OVER TOP OF METAL, TYP.. FIBER CEMENT PANEL SIDING SEALANT UNDER W.R.B. AT BASE OF WALL FOR AIR BARRIER CONTINUITY PRE -STRIP W.R.B., ALLOW AN EXCESS OF W.R.B. TO HANG BELOW WALL SHEATHING FOR A SEPARATION LAYER BETWEEN THE METAL FLASHING AND CONC.. STEM WALL CONTINUOUS BUG SCREEN AT BASE OF RAIN SCREEN FURRING 24 GA PRESSURE FIT ANODIZED ALUM. FLASHING w/ HEMMED DRIP EDGE, SET VERTICAL LEG IN CONTINUOUS SEALANT SELF ADHERED FLASHING BEHIND BASE OF WALL FLASHING TYP EXISTING STRUCTURE EXISTING BRICK VENEER INSTALLED BELOW GRADE C2 BASE OF WALL@SOIL EXISTING GRADE W2.1 SCALE : 3" =1'-0" C3 /I / W1 I r WALL ANDVSOFFIT INTERFACE CONTINUOUS SEALANT HORIZONTAL METAL TRIM VENT STRIP MIN. 1/16" EPDM FIBER CEMENT PANEL SIDING CONTINUOUS W.R.B. (TAPE ALL OVERLAPS) EXISTING SHEATHING W2.1 C4 SCALE : N.T.S. \ MIN. 1/16" EPDM MIN. 3/4" PT RAIN SCREEN BATTENS TYP. N` • • • W1 F.C. PANEL OUTSIDE CORNER FIBER CEMENT PANEL SIDING CONTINUOUS W.R.B. (TAPE ALL OVERLAPS) EXISTING SHEATHING OUTSIDE CORNER METAL TRIM 6" LAP EACH COURSE TAPE OR APPROVED SEALANT PER MANF... PROVIDE 6" OVERLAP AT HORIZONTAL SEAMS AND 12" OVERLAP AT VERTICAL SEAMS 4 FINISH w/ 1/2 ROLL TAPE/SEAL ALL SEAMS W.R.B./ AIR BARRIER START w/ 1/2 ROLL TAPE PER MANF... -' / WEAVE W.R.B. @ CORNERS W/ 12" OVERLAP, TAPE OR SEAL PER MANF.. NOTE: REFER TO MANUFACTURER'S INSTRUCTIONS FOR W.R.B./ AIR BARRIER INSTALLATION REQUIREMENTS W.R.B./ AIR BARRIER APPLICATION DIAGRAM W2.1 SCALE : N.T.S. W1 EXISTING STRUCTURE N j.D MIN. 3/4" PT FURRING STRIPS MIN. 1/16" EPDM W.R.B. FIELD LAYER LAPS METAL FLASHING, SET IN SEALANT 4" S.A.F. (STRAIGHT FLASH) OVER TOP OF METAL, TYP.. PRE -STRIP W.R.B., ALLOW AN EXCESS OF W.R.B. TO HANG BELOW WALL SHEATHING FOR A SEPARATION LAYER BETWEEN THE METAL FLASHING AND CONCRETE STEM WALL FIBER CEMENT PANEL SIDING CONTINUOUS BUG SCREEN BUTYL SAF OVER PRIMER BEHIND BASE OF WALL FLASHING TYP 24 GA STAINLESS STEEL BASE OF WALL FLASHING - co WITH UP TURNED HEMMED EDGE BACKER ROD AND SEALANT D2 BASE OF WALL @ HARDSCAPE a• EXISTING SURFACE W2.1 SCALE : 3" =1'-0" RECEIVED CITY OF TUKWILA DEC 31 2014 PERMIT CENTER D3 io 7 / W1 W.R.B. FIELD LAYER LAPS METAL FLASHING, SET IN SEALANT MIN. 3/4" PT RAIN SCREEN BATTENS BEYOND TYP. SAF OVER THRU WALL FLASHING WRB PRE STRIP UNDER THRU WALL FLASHING TAPE OR SEAL WRB TO THRU WALL FLASHING TYP CONT. BUG SCREEN .r/r/(// THRU WALL FLASHING HORIZONTAL REVEAL AT PANEL SIDING DRAINAGE FLASHING TO MATCH METAL GAUGE OF METAL TRIM MIN. 1/16" EPDM FIBER CEMENT PANEL SIDING CONTINUOUS W.R.B. (TAPE LL Ogg' '4 IAPSR, EXISTING SHEATHING W2.1 % SCALE: N.T.S. GASKETED. SCREW PRE -FINISHED PARAPET CAP FLASHING INTEGRATED WITH EXISTING NEW BUTYL SAF TO LAP OVER y, PARAPET TYP. BEVELED WOOD TOP. FLASHING CLIPS 24" oc. MIN. 3/4" PT FURRING STRIPS PROVIDE MOCK UP OF INSTALLATION BEFORE FABRICATION/INSTALLATION OF ALL ASSEMBLIES (D4 PARAPET CAP DETAIL @ BRICK REPLACEMENT ,{ 45 Copyright © 2014 All rights reserved. J2 Building 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 12/08/14 BID ! PERMIT SET Project Title: RIVERVIEW PLAZA EXTERIOR REPAIRS 16000, 16040, 16300 CHRISTENSEN ROAD TUKWILA, WA 98188 Sheet Title: WALL DETAILS Scale: As Noted PERMIT/BID SET Issue Date: 12/12/14 Job # •• 666103 Sheet Number: W2.1 / SCALE : N.T.S. SCALE : N.T.S. W2.1 / SCALE : N.T.S. W2.1 SCALE : 6"=1'-0" W2.1 Al EXISTING WINDOW REMOVE AND REPLACE -ItIASTSEALANT 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 INSIDE CORNER AT WINDOW W2.2 SCALE : 3" =1'-0" Thy A2 \ HOSE BIB, TYP. W.R.B. FIELD LAYER LAPS PRE STRIP WITH TAPED OVER LAPS TYP.. MIN. 1/16" EPDM PRE STRIP W.R.B. FIBER CEMENT PANEL SIDING MIN. 3/4" PT FURRING BATTENS PVC (AZEK) MOUNTING BLOCK - 6X6 PER B2/W2.2 PROVIDE SLOPED TOP WITH SOLID PT FURRING BACKING BUTYL FLEXIBLE S.A.F. (DUPONT FLEX WRAP) AROUND PENETRATIONS TYP.. FILL GAPS WITH SEALANT PVC (AZEK) MOUNTING BLOCK - 6X6 PER 6/W2.3 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 W2.2 SCALE : 3" =1'-0" B1 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 W2.2 SCALE: 3" =1'-0" B2 ELEVATION PIPE PENETRATION, TYP. 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 W2.2 SCALE: 3" =11-0" Cl 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 y► T IMMO' EXTERIOR DOOR SILL AT ROOF W2.2 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. (Dl'\ JAMB DETAIL W2.2 / 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. d 1i- c O ` " r*^V Qh •w A )}y 0- VA 0.0 04. RECEIVED CITY OF TUKWILA DEC 31 2014 Copyright © 2014 All rights reserved. J2 Building 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 12/08/14 Description BID / PERMIT SET A 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 PARAPET PARTITION TO WALL SADDLE W2,2 SCALE: 1-1/2" =1'-0" PERMIT CENTER Issue Date: 12/12/14 Job #: 666103 Sheet Number: W2.2