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Permit D17-0113 - SOUTH CENTER VIEW OWNERS ASSOCIATION - BUILDING E EXTERIOR
SOUTH CENTER VIEW OWNERS ASSOCIATION 15280 MACADAM RD S BLDG E D17-0113 Parcel No: Address: Project Name: 0 City of Tukwila Q Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: htto://www.TukwilaWA.gov DEVELOPMENT PERMIT 7888950000 Permit Number: 15280 MACADAM RD S BLDG E Issue Date: Permit Expires On: SOUTH CENTER VIEW OWNERS ASSOCIATION 017-0113 7/19/2017 1/15/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor• Name: Address: License No: „ WA, STEVE CONELLEY Phone: (425) 749-6730 15210 MACADAM RD S #D104 , TUKWILA, WA, 98188 RUFF CONSTRUCTION INC Phone: 6505 233RD PL SE , WOODINVILLE, WA, 98072 RUFFCMI016DK Expiration Date: 2/16/2019 Lender: Name: SOUTH CENTER VIEW OWNERS ASSOCIATION Address: 11211 SLATER AVE NE - SUITE 150 , KIRKLAND, WA, 98033 DESCRIPTION OF WORK: THIS PERMIT IS FOR THE E BUILDING TARGETED EXTERIOR RESTORATION. THE SCOPE ISA FULL STRIP AND RECLAD WHICH WILL INCLUDE: STRUCTURAL REPAIRS AS REQUIRED, NEW ROOFS (UNDER SEPARATE PERMITS), GUTTERS AND DOWNSPOUTS, NEW SIDING AND FLASHINGS, NEW LOBBY STAIRWAY CARPETING, NEW STAIRWAY, DECK, AND PATIO EXTERIOR LIGHTING AND OTHER WORK AS SPECIFIED IN THE CONSTRUCTION DOCUMENTS. Project Valuation: $589,555.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $9,604.45 Occupancy per IBC: R-2 Water District: TUKWILA Sewer District: TUKWILA 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: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 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 Permit Center Authorized Signature: Date: (-)79'''.7'7/ 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 development permit and agree to the conditions attached to this permit. Signature: Print Name: Date: This permit shall become null and void if the w6rk 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: 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. 6: The existing parking lot islands that do not have any landscaping shall be replanted with trees, shrubs, and groundcover. Additionally, the perimeter landscaping areas where trees were previously removed shall be infilled with trees, shrubs, and groundcover. The applicant shall propose the planting materials for the parking lot landscape islands and along the perimeter landscaping areas prior to planting. These revisions shall be reviewed as part of the building permit and shall be submitted at least 30 days prior to planting. Also, soil preparation specification of TMC 18.52 shall be followed. 7: A soils inspection is required after amending the soil, but before any plants are installed 8: An inspection to approve the exterior finishes (materials and colors) is required before doing any exterior finish work, to ensure that the finishes approved as part of the design review process are being used. 9: The appeal period for the administrative design review expires on Aug 26, 2017. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0409 FRAMING 0606 GLAZING 1500 PLANNING FINAL 4043 SI-E.I.F.S 0413 WALL SHEATHING/SHEAR CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.Tukwi la WA. gov South Gen w Condo - Building E Exterior Restoration Building Permit No. 17t3'011 'J Project No. Date Application Accepted: /1- (For Date Application Expires: office use on y) 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: 15280 Macadam Road S; Tukwila, WA King Co Assessor's Tax No.: 788895-0000 Suite Number: Floor: Tenant Name: South Center View Owners Association i New Tenant: ❑ Yes 10..No PROPERTY OWNER Name: South Center View Owners Association Address: 11211 Slater Avenue NE, Suite 150 City: Kirkland State: WA Zip: 98033 CONTACT PERSON — person receiving all project communication Name: Steve Conelley Address: 15210 Macadam Road South #D104 City: Tukwila State: WA Zip: 98188 Phone: (425) 749-6730 Fax: Email: srconelley@comcast.net GENERAL CONTRACTOR INFORMATION Company Name: Ruff Construction, Inc. Address: 6505 233rd Place SE City: Woodinville State: WA Zip: 98072 Phone: (425) 487-0702 Fax: (425) 867-0962 Contr Reg No.: RUFFCMI016DK Exp Date: 02/16/2019 Tukwila Business License No.: BUS -0997625 ARCHITECT OF RECORD Company Name: Dimensional Building Constultants Engineer Name: Erika D. Pfeiffer Company Name: City: Bellevue State: WA Zip: 98005 Phone: (425) 455-2046 Fax: (425) 455-2069 Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Dimensional Building Constultants Engineer Name: Erika D. Pfeiffer Address: 626 120th Avenue NE, Suite B101 City: Bellevue State: WA Zip: 98005 Phone: (425) 455-2046 Fax: (425) 455-2069 Email: erika@dimensionalbc.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: South Center View Owners Association Address: 11211 Slater Avenue NE, Suite 150 City: Kirkland State: WA Zip: 98033 1 of 4 South CentQew Condo - Building E Exterior Restoration BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 589,555 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): This permit is for the E Building Targeted Exterior Restoration. The scope is a full strip and reclad which will include: structural repairs as required; new roofs (separate permit), gutters and downspouts; new siding and flashings; new windows and sliding glass doors; wood window trim; repair of all decks as required; new deck coatings and railings; new lobby/stairway carpeting; new stairway, deck, and patio exterior lighting; new exterior pole lighting; and other work as specified in the construction documents. Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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 principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes VI No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm ® None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" 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. 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor 17,963 0 2nd Floor 17,963 0 3`d Floor 17,963 0 Floors 1 thru 3 53,889 0 Basement 0 0 Accessory Structure* 0 0 Attached Garage 0 0 Detached Garage 0 0 Attached Carport 0 0 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 principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes VI No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm ® None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" 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. 2 of 4 South Cents „ew Condo - Building E Exterior Restoration Scope of Work (please provide detailed information): The project is a targeted exterior restoration, amounting to a full strip and reclad which will include: structural repairs as required; new roofs, gutters and downspouts; new siding and flashings; new windows and sliding glass doors; wood window trim; repair of all decks as required; new deck coatings and railings; new lobby/stairway carpeting; new stairway, deck, and patio exterior lighting; new exterior pole lighting; and other work as specified in the construction documents. Call before you Dig: 811 Please refer to Public Works Bulletin #1for fees'and estimate sheet.! Water District O ...Tukwila ❑ ...Water District #125 E l ...Water Availability Provided Sewer District 0 ...Tukwila 0 ...Sewer Use Certificate ❑ ... Valley View ❑ ...Sewer Availability Provided ❑ .. Highline .. Renton ❑ .. Renton 1=1.. 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): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") El ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis El ...Bond 0 .. Insurance ❑ .. Easement(s) El .. Maintenance Agreement(s) 0 ...Hold Harmless — (SAO) El ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): El ...Right-of-way Use - Nonprofit for less than 72 hours ❑ Right-of-way Use - Profit for less than 72 hours El ...Right-of-way Use - No Disturbance 0 .. Right-of-way Use — Potential Disturbance 0 ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way 0 El ...Total Cut . cubic yards ❑ Work in Flood Zone El ...Total Fill cubic yards ❑ .. Storm Drainage El ...Sanitary Side Sewer El .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements El .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation Domestic Water " E l ...Permanent Water Meter Size... " WO # ...Temporary Water Meter Size .. »WO # El ...Water Only Meter Size »WO # El ...Deduct Water Meter Size El ...Sewer Main Extension Public ❑ Private El El ...Water Main Extension Public .❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone. Mailing Address: City State Zip 3 of 4 South CentCondo - Building E Exterior Restoration PERMIT APPLICATION NO' 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 0 .THO' .ED AG T: Signature: Print Name: Mailing Address: eve Conelley 15210 Macadam Road South #D104 Day Telephone: Tukwila City WA . State 98188 Zip 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $135.66 D17-0112 Address: 15210 MACADAM RD 5 UnitBLDG D Apn: 7888950000 $67.83 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $67.83 D17-0113 Address: 15280 MACADAM RD 5 BLDG E Apn: 7888950000 $67.83 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R14442 R000.345.830.00.00 1.00 $67.83 $135.66 Date Paid: Monday, May 07, 2018 Paid By: SOUTH CENTER VIEW OWNERS ASSOC Pay Method: CHECK 55 Printed: Monday, May 07, 2018 3:42 PM 1 of 1 CISYSTEMS DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY . PAID $5,933 88 D17-0113 Address: 15280 MACADAM RD S'BLDG E Apn: 7888950000 $5,933.88:: DEVELOPMENT $5,651.53 PERMIT FEE R000.322.100.00.00 0.00 $5,647.03 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $282.35 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R11958 R000.322.900.04.00 0.00 $282.35 $5,933.88 Date Paid: Wednesday, July 19, 2017 Paid By: SOUTH CENTER VIEW CONDOMINIUM Pay Method: CHECK 24 Printed: Wednesday, July 19, 2017 1:42 PM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $3,670.57 D17-0113 Address: 15280 MACADAM RD BLDG E Apn: 7888950000 $3,670.57 DEVELOPMENT $3,670.57 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R11354 R000.345.830.00.00 0.00 $3,670.57 $3,670.57 Date Paid: Tuesday, April 25, 2017 Paid By: SOUTH CENTER CONDOS Pay Method: CHECK 19 Printed: Tuesday, April 25, 2017 3:10 PM 1 of 1 CRSYSTEMS 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 DI 7-011_3 Project: s� qQ_ %� SOJ Af` 1C.eirl Y 1 S1.�% Type nspectio : tM t �i r 1-,,,,,,o Address: /5280f it&dou o Rd Date Called: Special Instructions: 00-Mbr-S PitrAPC4Attin Date Wanted: t2'z_e) "ao 1, a,m. p.m. Requester: Phone No: %Approved per applicable codes. El Corrections required prior to approval. COMMENTS: re Inspector/ 29/2C/ &-?! 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 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 ott3 Project: 6eft 4; R_ J1 3 Type of Inspection: SO/0tiNt 4;1-0'0'91- Ad ress:Date /3210 MAC s Called: Special Instructions: bi-' E^2—(c) Date Requester: AA Phone No: Approved per applicable codes. Corrections required prior to approval. COMMEN SN(ffens, Zeikr- ,:coine_fit 7-=-DAitr /vi5y�eQ�io�_S 0 Inspector: Date: 7 2-zc:;,/,' 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 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 //3 Q/ Project: ��// `p e....1.4.-..A. .ILIO. _sjj • YVIN V ✓. L.'. Address: �y�/��Q-- T -- o v t /.L._.�. Special Instructions: 36-4 ,---, Date ante,. F Zy L� p.m. R quest Phone No: _ 1./z5s-n-6730 Approved per applicable codes. COMMENTS: r6c,(t41 Corrections required prior to approval. ox7 C �oriZo to ktiodtP acrty Pi;tha A4 ►�,, s pcvF (1e0OF Inspector: I ✓l L54A-fr( Vim-. #5 Pas or REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sc_hede r; •tion. he -114\ (f,JC-c. S, INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO.. CITY OF TUKWILA BUILDING DIVISION DI% -0/43 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: ,60 k C IC,/ V teij --- Type of Inspection: F1214 r 1 ii). kfre o j) t ff 45-3a i a r0r Date Called: Special Instructions: /52.0 M�►4CAHJ - EE. I 5. Date Wanted: a.m. .S- Z l - 2 o 1 ' p.m. Requester: Phone No: L.__.I Approved per applicable codes. COMMENTS: 614114fre Corrections required prior to approval. IkkieeP ?4fr - i Inspector:ll V Ca_ C Date: 5 _ 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 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 D17-0113 P jet : Add ess: rS �:) o S Bial lnstructions't ,n j� Es _ 73`l` 8148' Type of Insp c ion: .- k, how_ Date Called: Date Wanted:6 Requester: P/-L/2b _ 719-6730 Approved per applicable codes. I')CI Corrections required prior to approval. tJt�t COMMENTS: kat - Kr& (co1/4A-t-v G ay of E3ci:AcD, F.) �� - b es c /Vol.(pittr• ;s :s Ami ffrksfe-4 (114,61g 101 10 c /03 , g - tit ot(�d-1- C.(t1cummiede f- CE w ciat Inspector:3 n n Date L ff 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 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 Di 7- 4113 Project: Dov a VW Type of Inspection: /4icarn!Kdp 4/004E en 04/5 440 dI AZ 9 Address: /3&b MisiCAIMAI AD Date Called: 5, Special Instructions: 4,405 & Date Wanted:®® 1v a.mi p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: r--' 4/004E en 04/5 440 dI AZ 9 :R yM ✓u/ N4' /R//73' mar , i AI r MVM SI mg" ' i ,1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee m be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1)17-0/1 3 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: rj 4 +r,i„, OI'NW r Type of Inspection: [r 9 -LL . '% 611; Address: / 5380 Al licArom RD q Date Called: Special Instructions: Date Wanted: CO Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: a K - ,D -c6- - oxc%f'i END ®F' 8/L oto 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 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Dr7-01 /3 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: / l/!, ,' Zoov77 A)7Ye(,ilaawees' !Irl Type of Inspection: PRifivt I N6— Address:Date /.5-6?) liz,, ^^ .. i )QO Called: Special Instructions: Date Wanted: am: Requester: ,t1iGgG 1A5 Phone No: zap -75 DkApproved per applicable codes. Corrections required prior to approval. COMMENTS: VA. o f< _ s',0 . fes% 1 frL Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. VO. 051W+IS Fingt Dimensiona BUILDING CONSULTANTS, LLC PROJECT:-.501116Z-VLpVie By: E(P]AA,�,11 -� �y DATE: {� /1P NOTES: F YV1- G/�/ j l� i� �1G eti /1/6-11 /3eA/4 4'p vn*r etoQ tipoeS .u■...... . .sI .1..a ... 11111111111111111111111RUMS .1.......A. III! a II 1111 lir ■1.irwlri UUU� • •Miiiii.r S) •111111111111•111111= a L U• 1M1II ° 1i w• Q RECEIVED CITY OF TUKWILA MAR 2 6 2018 i PERMIT CENTERNO Na MO its •--•ua as •i iu uH.a` inmemos .. EXPIaE S 11>r1 soma !FAN f 1P-iiii1111111111111111111111111111111111111 URN limommassmummurnes 11M1 1r1�L" ����� �.U`►M 1.i1. Hsmmewir ■1 MO INN ... ' 111811111111101111111111111111111111111111111111 � 1 . ..�. ■s..l; �1 . "I' t Ad'i.MI 1iUU .f .!, is VA': I11 r I l iii 10111121111111111111111111i a ■ i� DIMENSIONAL BUILDING CONSULTANTS 626 120TH AVE NE, STE 8101, BELLEVUE, WA 9800 I Clirnensionalbc.corn 2\ wa i\ _� !2� \ F• �\� y =00.74> , �t • # r EXIST. (NO C EXIST. EXIST CO F.OUNDATI.0 DIVISION Th 1ST. FLOOR LANDING FRAMING PLAN 3 IRS UP GE) ST ABOVE T DECKING, USE JP FLANGE HANGER STRONG TIE EACH END R. 1� /1 - 'y • STAIRS --. DOWN -IANGE) XJOIST ; VCRETE ---tii IN WALL \, i t 1 .//^ ; 4$411 N i- I EXIST. ST (NO CHAIN LU I UOI Z I tiJ - DOWN j o'ii .�1-- NEW PLA REVIEV-.M.- CODE APPROVED. MAY BUILD iV VE/Ep FDR COMPLIANCE 01 2018 f Tukwila ; '--- NEW 4X P NEW sX_ HU43TF T SIMPSON OR SIMIU DIVISION Th 1ST. FLOOR LANDING FRAMING PLAN 3 IRS UP GE) ST ABOVE T DECKING, USE JP FLANGE HANGER STRONG TIE EACH END R. s=o" NO -CHANGE • EXISTING FRONT ENTRY • 1/4" =1'-0" -'J REVIEWED FOR CODE COMPLIANCE APPROVED MAY 01 2010 City of Tukwila BUILDING DIVISION f NEW PT 8X8 BEAM ROVIDE SADDLES SIMILAR TO JR RESTORATION PLANS. TYP.. NEW TRIM NEW COLUMNS. IN WALL, CONTRACTOR TO RESTORE INTERIOR FINISHES FRONT ENTRY 1/4" S -i.0 ..L REVIEWED FOR CODE COMPLIANCE APPROVED MAY 01 2018 City of Tukwila BUILDING DIVISION PROJECT: ��}���U DATE:'_Dimensional NOTES: BUILDING CONSULTANTS, LLC 8 NN Onsonnomm amens Mom MM n mannonsi• M■ *gagaMUM MM F- Nall ; Oman. emu, m monnammans mums= nm M a ANO SIM IIIOM MOS I I i...... s dam ..... _ Mw ....Ism MMMOMM #MMM- O O i!Mar_� I �agM■ iMMMMMIIM MManM M I • SMO 9 M.M.aMi on �E WORM. um���MM L M■M .............. 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NEINM ..IMPILNIMIlii 1 mom DIMENSIONAL BUILDING CONSULTANTS 626 120TH AVE NE, STE 1, BELLEVUE, WA 98005 j dimensionalbc.com I New entry 2nd beam 7.25 b Dead psf 7.25 h Live psf 1000000 E Point 819.0 plf 230.23 I Span 1 feet 6331 S Length 8 feet 52.5625 A Uniform Load plf Defl. Limit L/ 240 Rxn 1228.5 lb fv 35.1 Fv 125 OK M 2186.7 lbft fb 413.2 Fb*Cd*Ci 552 OK Deflection 0.08753 < Deflection 0.06573 < Ng) W12. 0.4 12- 0.4 ok 0.266667 ok SPF No. 2 OK REVIEWED FOR CODE COMPLIANCE APPROVED MAY 01 2018 City of Tukwila BUILDING DIVISION New columns in wall Dead Live Span Fc* L/d 399 plf 830 plf 1 ft 891.25 24.00 <50 ok Fce 572.92 psi. Fce/Fc* 0.643 Cp 0.526 Comp 1229 lb fc 2.012. NOS E A ave Lel d' Le2 d2 100.3 Fc 1100000 12.25 84.00 3.5 84.00. 3.5 468.8 OK SI,FC!aZ 014 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 012018 City of Tukwila BUILDING DIVISION Dimensional BUILDING CONSULTANTS, LLC PROEcT: ."•74,4,"'7,4."nnit;4yr 4/1 BY: 6 DP. DATE: 212411 NOTES: ()SI- d (-0 UN' 941 (yLl MILL NkINNINIBIN NN NI INNINNINN Irlownwannta is mulow mumanno so ma 1 1 , 1 t limo pea 1. ,....., a 111111111111111111110111.1111 MIN NV ' aminammassmapan 1 asimssamas a V NUNN DIMENSIONAL BUILDING CONSULTANTS 626 120TH AVE NE:-STE 13101, BELLEVUE, WA 98005 I dirnensionaloc.com 0 South Center View Condominium Data Source: downloaded from King County Assessor's Data 2017-05-22 PROPERTY INFORMATION Street Address Unit it Tax ID SF BR BA 15210 Macadam Road S 0-101 788895-0010 909 2 1.5 15210 Macadam Road S 0-102 788895-0020 908 2 1.5 15210 Macadam Road S 0-103 788895-0030 684 1 1 15210 Macadam Road S 0-104 788895-0040 908 2 1.5 15210 Macadam Road S 0-105 788895-0050 684 1 1 15210 Macadam Road S 0-106 788895-0060 908 2 1.5 15210 Macadam Road S 0-107 788895-0070 684 1 1 15210 Macadam Road S 0-108 788895-0080 908 2 1.5 15210 Macadam Road S 0-109 788895-0090 684 1 1 15210 Macadam Road 5 _ D-110 788895-0100 908 2 1.5 15210 Macadam Road S D-111 788895-0110 684 1 1 15210 Macadam Road S 0-112 788895-0120 908 2 1.5 15210 Macadam Road S 0-113 788895-0130 684 1 1 15210 Macadam Road S 0-201 788895-0140 909 2 1.5 15210 Macadam Road S 0-202 788895-0150 908 2 1.5 15210 Macadam Road 5 D-203 788895-0160 684 1 1 15210 Macadam Road 5 D-204 788895-0170 908 2 1.5 15210 Macadam Road 5 D-205 788895-0180 684 1 1 15210 Macadam Road S 0-206 788895-0190 908 2 1.5 15210 Macadam Road S D-207 788895-0200 684 1 1 15210 Macadam Road S 0-208 788895-0210 908 2 1.5 15210 Macadam Road S 0-209 788895-0220 684 1 1 15210 Macadam Road S 0-210 788895-0230 908 2 1.5 15210 Macadam Road S 0-211 788895-0240 684 1 1 15210 Macadam Road S 0-212 788895-0250 908 2 1.5 15210 Macadam Road S 0-213 788895-0260 684 1 1 15210 Macadam Road S 0-301 788895-0270 909 2 1.5 15210 Macadam Road S 0-302 788895-0280 908 2 1.5 15210 Macadam Road S 0-303 788895-0290 684 1 1 15210 Macadam Road S 0-304 788895-0300 908 2 1.5 15210 Macadam Road 5 0-305 788895-0310 684 1 1 15210 Macadam Road S 0-306 788895-0320 908 2 1.5 15210 Macadam Road S 0-307 788895-0330 684 1 1 15210 Macadam Road S 0-308 788895-0340 908 2 1.5 15210 Macadam Road S 0-309 788895-0350 684 1 1 15210 Macadam Road 5 0-310 788895-0360 908 2 1.5 15210 Macadam Road S 0-311 788895-0370 684 1 1 15210 Macadam Road S 0-312 788895-0380 908 2 1.5 15210 Macadam Road S 0-313 788895-0390 684 1 1 15280 Macadam Road S E-101 788895-0400 909 2 1.5 15280 Macadam Road S E-102 788895-0410 908 2 1.5 15280 Macadam Road S E-103 788895-0420 684 1 1 15280 Macadam Road S 6-104 788895-0430 908 2 1.5 15280 Macadam Road 5 0-105 788895-0440 684 1 1 15280 Macadam Road S E-106 788895-0450 909 2 1.5 15280 Macadam Road S E-107 788895-0460 908 2 1.5 15280 Macadam Road S E-108 788895-0470 684 1 1 15280 Macadam Road S 6-109 788895-0480 908 2 1.5 15280 Macadam Road 5 E-201 788895-0490 909 2 1.5 15280 Macadam Road 5 E-202 788895-0500 908 2 1.5 15280 Macadam Road S E-203 788895-0510 684 1 1 15280 Macadam Road S E-204 788895-0520 908 2 1.5 15280 Macadam Road 5 E-205 788895-0530 684 1 1 15280 Macadam Road S E-206 788895-0540 909 2 1.5 15280 Macadam Road 5 E-207 788895-0550 909 2 1.5 15280 Macadam Road S E-208 788895-0560 684 1 1 15280 Macadam Road S E-209 788895-0570 908 2 1.5 15280 Macadam Road S E-301 788895-0580 909 2 1.5 15280 Macadam Road S E-302 788895-0590 908 2 1.5 15280 Macadam Road S E-303 788895-0600 684 1 1 15280 Macadam Road 5 E-304 788895-0610 908 2 1.5 15280 Macadam Road S E-305 788895-0620 684 1 1 15280 Macadam Road S E-306 788895-0630 909 2 1.5 15280 Macadam Road S E-307 788895-0640 908 2 1.5 15280 Macadam Road S E-308 788895-0650 684 1 1 15280 Macadam Road S E-309 788895-0660 908 2 1.5 Building Construction Cost $1;187,514 Totals Percent of Value 0 Property Valuation VALUATION King County Assessors Office Tax Assessment NWMLS Value per Last SCV Sale S/SF Comparables Value per Best Comparables S/SF AVM Averages Valuation CoreLogic's ReaIAVM Last Sale, Last Sale, Comps, Comparables ReaIAVM $79,000 $162,030 $162,742 $143,705 $162,386 $156,159 $84,000 $161,852 .' $162,562 $90,795 $162,207 $138,403 $63,000 $121,924 ',' $122,459 $88,338 $122,191 $110,907 $79,000 $161,852 '.. $162,562 $138,267 $162,207 $154,227 $68,000 $121,924 $122,459 $83,737 $122,191 $109,373 $84,000 $161,852 $162,562 $102,900 $162,207 $142,438 $68,000 $121,924 -$122,459 $104,439 $122,191 $116,274 $79,000 $161,852 $162,562 $122,382 $162,207 $148,932 $63,000 $121,924 '$122,459 $90,804 $122,191 $111,729 $84,000 $161,852 $162,562 $119,334 $162,207 $147,916 $63,000 $121,924 $122,459 $107,439 $122,191 $117,274 $79,000 $161,852 . $162,562 $89,799 $162,207 $138,071 $65,000 $121,924 $122;459 $68,349 $122,191 $104,244 $79,000 $162,030 $162,742 $108,851 $162,386 $144,541 $84,000 $161,852 $162,562 $90,977 $162,207 $138,464 $68,000 $121,924 $122,459 $107,787 $122,191 $117,390 $84,000 $161,852 $162,562 $95,632 $162,207 $140,016 $68,000 $121,924 $122,459 $99,346 $122,191 $114,576 $79,000 $161,852. ' $162,562 $148,166 $162,207 $157,527 $68,000 $121,924 $122,459 $113,119 $122,191 $119,167 $84,000 $161,852 $162,562 $134,591 $162,207 $153,002 $63,000 $121,924 $122,459 $115,001 $122,191 $119,795 $79,000 $161,852 $162,562 $139,508 $162,207 $154,641 $63,000 $121,924 $122,459 $93,244 $122,191 $112,542 $84,000 $161,852 $162,562 $129,205 $162,207 $151,207 $65,000 $121,924 $122,459 $98,527 $122,191 $114,303 $86,000 $162,030 -. $162,742 $157,120 $162,386 $160,631 $86,000 $161,852 $162,562 $146,731 $162,207 $157,049 $69,000 $121,924 $122,459 $97,112 $122,191 $113,832 $86,000 $161,852 $162,562 $119,207 $162,207 $147,874 $69,000 $121,924 $122,459 $76,256 $122,191 $106,880 $86,000 $161,852 $162,562 $114,741 $162,207 $146,385 $65,000 $121,924 $122,459 $87,043 $122,191 $110,475 $80,000 $161,852 $162,562 $93,167 $162,207 $139,194 $65,000 $121,924 $122,459 $101,383 $122,191 $115,255 $86,000 $161,852 -5162,562 $111,781 $162,207 $145,399 $65,000 $121,924 -.,-$122,459 $107,577 $122,191 $117,320 $80,000 $161,852 $162,562 $120,346 $162,207 $148,254 $71,000 $121,924 $122,459 $124,565 $122,191 $122,983 $79,000 $162,030 $162,742 $133,836 $162,386 $152,869 $84,000 $161,852 $162,562 $147,978 $162,207 $157,464 $68,000 $121,924 "' $122,459 $99,602 $122,191 $114,662 $79,000 $161,852 $162,562 $149,757 $162,207 $158,057 $68,000 $121,924 $122,459 $111,599 $122,191 $118,661 $79,000 $162,030 $162,742 $147,293 $162,386 $157,355 $79,000 $161,852 $162,562 $147,849 $162,207 $157,421 $63,000 $121,924 $122,459 $122,601 $122,191 $122,328 $80,000 $161,852 .-: $162,562 $132,960 $162,207 $152,458 $79,000 $162,030 $162,742 $138,462 $162,386 $154,411 $84,000 $161,852 $162,562 $148,429 $162,207 $157,615 $68,000 $121,924 $122,459 $127,202 $122,191 $123,862 $79,000 $161,852 '.'. $162,562 $146,239 $162,207 $156,885 $68,000 $121,924 $122,459 $89,120 $122,191 $111,168 $85,000 $162,030 $162,742 $99,969 $162,386 $141,580 $84,000 $162,030 - $162,742 $110,438 $162,386 $145,070 $63,000 $121,924 $122,459 $107,334 $122,191 $117,239 $80,000 $161,852 ''-$162,562 $143,638 $162,207 $156,018 $81,000 $162,030 $162,742 $137,410 $162,386 $154,061 $86,000 $161,852 $162,562 $131,709 $162,207 $152,041 $65,000 $121,924 $122,459 $106,348 $122,191 $116,910 $80,000 $161,852 '.''. $162562 $132,807 $162,207 $152,407 $65,000 $121,924 $122,459 $116,153 $122,191 $120,179 $86,000 $162,030 $162,742 $141,361 $162,386 $155,378 $86,000 $161,852 $162,562 $130,392 $162,207 $151,602 $69,000 $121,924 - $122,459 $127,932 $122,191 $124,105 $82,000 $161,852 $162,562 $136,170 $162,207 $153,528 $4,989,000 $9,605,953 $9,648,119 $7,745,859 $9,627,036 $8,999,977 X23:8% mis 12.4% 12.3% 15.3% 12.3% 13.2% Construction Cost Breakout Building Construction Totals Value per Last SCV Sale 5/SF Value per Best Comparables $/ SF Valuation CoreLogic's ReaIAVM CORRECTION LTR# I Both D E Buildings Building Building $1,187,514 $701,713 $485,801 12.36% 12.36% 12.36% 12.31% 12.31% 12.31% 15.33% 15.33% 15.33% Tax Assessment Breakout King County Tax Assessment Construction % of Assessed Value o 3 Both 0 -Building E Building Buildings RE $4,95 EDunits JUN 16 2017 PERMIT CENTER Dimensiona BUILDING CONSULTANTS, LLC December 4, 2019 626 120th Ave NE suite 8101 Bellevue WA 98005 o: 425 455 2046 / f: 425 455 2069 dimensionalbc.com City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 Attention: Plans Examiner RE. South Center View Condominiums Building E Exterior Walls Rehabilitation Permit # D17-0113 Close Out To Whom It May Concern: I refer to the above mentioned property located at 15280 Macadam Rd S, Building E, Tukwila, Washington. I am the designer of record and have provided permit drawings to the Department of Permitting and Department of Design Review. The project was therefore granted a building permit # D17-0113. Our firm has also provided third -party inspections of The Work. Where noted during the inspections, items not compliant with the design documents were brought up to the attention of the licensed repair Contractor who was responsible to make timely corrections. It is my professional opinion that the Owner -approved scope of work has been completed in general compliance with the approved permit set of documents. Yours sincerely, Erika Pfeiffer, P.E. erika@dimensionalbc.com principal Dimensional Building Consultants, LLC vision • knowledge • solutions EXPIRES 03 MAR 2021 RECEIVED CITY OF TUKWILA DEC. 2 0'2019 PERMIT CENTER vision • knowledge • solutions 11/1/2019 City of Tukwila Department of Community Development STEVE CONELLEY 15210 MACADAM RD S #D104 TUKWILA, WA 98188 RE: Permit No. D17-0113 SOUTH CENTER VIEW OWNERS ASSOCIATION 15280 MACADAM RD S - BLDG E Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 12/29/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or fmal inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 12/29/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, RD -v -A Bill Rambo Permit Technician File No: D17-0113 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 5/31/2019 C City of Tukwila Department of Community Development STEVE CONELLEY 15210 MACADAM RD S #D104 TUKWILA, WA 98188 RE: Permit No. D17-0113 SOUTH CENTER VIEW OWNERS ASSOCIATION 15280 MACADAM RD S - BLDG E Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 7/9/2019. Based on the above, you are hereby advised to: I) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 7/9/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sinc-_ ely, tj Ka dace Nichols Permit Technician File No: D17-0113 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 1/2/2019 City of Tukwila Department of Community Development STEVE CONELLEY 15210 MACADAM RD S #D104 TUKWILA, WA 98188 RE: Permit No. D17-0113 SOUTH CENTER VIEW OWNERS ASSOCIATION 15280 MACADAM RD S - BLDG E Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 2/20/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 2/20/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D17-0113 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 12/1/2017 C City of Tukwila Department of Community Development STEVE CONELLEY 15210 MACADAM RD S #D104 TUKWILA, WA 98188 RE: Permit No. D17-0113 SOUTH CENTER VIEW OWNERS ASSOCIATION 15280 MACADAM RD S - BLDG E Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 1/15/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next: or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 1/15/2018, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, ache le ' 'pie Permit Technician File No: DI7-0113 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 May 18, 2017 City of Tukwila Department of Community Development STEVE CONELLEY 15210 MACADAM RD S #D104 TUKWILA, WA 98188 Allan Ekberg, Mayor Jack Pace, Director RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D17-0113 SOUTH CENTER VIEW OWNERS ASSOCIATION - 15280 MACADAM RD S - BLDG E Dear STEVE CONELLEY, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PLANNING DEPARTMENT: Minnie Dhaliwal at 206-431-3685 if you have questions regarding these comments. • Please provide cost estimate of exterior repairs to the building and the building's assessed value. Per TMC 18.60.030, Design Review is required for any exterior repair, reconstruction, cosmetic alterations or improvements, if the cost of that work equals or exceeds 10% of the building's assessed valuation (for costs between 10% and 25%, the changes will be reviewed administratively). Depending on the cost estimate administrative or public hearing design review may be required before the building permit can be approved. The administrative design review application can be found online at http://www.tukwilawa.gov/wp- content/uploads/DCD-App s -Desi gnRevi ew-Admi ni strative. pdf The public hearing design review application can be found at http://w ww. tukwilawa. gov/wp-c ontent/upl oads/DCD-Apps-Desi gnReview-PublicHearing. pdf Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D17-0113 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 o PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0113 DATE: 03/26/18 PROJECT NAME: SOUTHCENTER VIEW CONDO - BLDG E SITE ADDRESS: 15280 MACADAM RD S Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: PFJ Ps? ItO Building Divisi n N/A— Public Works A—IP\ A/rA y -7—(19 11--7-3r6 f,U Fire Prevention Structural Planning Division Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 03/27/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/24/18 Approved Approved with Conditions Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY:.� PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0113 DATE: 06/16/17 PROJECT NAME: SOUTH CENTER VIEW ASSOC - EXTERIOR SITE ADDRESS: 15280 MACADAM RD S - BLDG E Original Plan Submittal X Response to Correction Letter # ' • 1 Revision # Revision # 'before Permit Issued after Permit Issued DEPARTMENTS: Building Division Public Works El Fire Prevention Structural E Maj —)I7 Planning Division 0 Permit Coordinator ,D PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 06/20/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 07/18/17 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 CiDERMIT COORD COPY. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0113 DATE: 04/25/17 PROJECT NAME: SOUTH CENTER VIEW ASSOC EXTERIOR SITE ADDRESS: 15280 MACADAM RD S - BLDG E X Original Plan Submittal Revision # Response to Correction Letter # Revision # before Permit Issued after Permit Issued DEPARTMENTS: ervw) 417111111 Building Division PHM oi0r 4j l'l Public Works KA NPS' Fire Prevention Structural Mb (o rf 1Z Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 04/27/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: V MI6 av/ Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 05/25/17 REVIEWER'S INITIALS: DATE: !Permit Center Use Only CORRECTION LETTER MAILED: k CI Departments issued corrections: Bldg 0 Fire 0 PIng3 PW 0 Staff Initials: 12/18/2013 PROJECT NAME: S C SITE ADDRESS: Ls) -9Q 3 PERMIT NO: bo -01 13 ORIGINAL ISSUE DATE: '7-4 7 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE STAFF INITIALS 1 '3-Fl9--1 6 T -Z Received by: Received by: Summary of Revision: iteNvUi-INA� r C,v� e.1 4j 4-vrvtt -e vvk lAJci / S Received b REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please print REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please prm REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please prin REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please print REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please prin City0of Tukwila REVISION SUBMITTAL' Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: March 21, 2018 Plan Check/Permit Number: D17-0113 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ® Revision # 001 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # RECEIVED CITY OF TUKWILA MAR 2 6 2018 PERMIT CENTER Project Name: South Center View Condominium Targeted Exterior Restoration — E Building Project Address: 15280 Macadam Road South; Tukwila, WA 98188 Contact Person: Steve Conelley Phone Number: 425-749-6730 Summary of Revision: Building E Front Entry Decay Repairs This revision addresses repairs of all building front entryways, which have sustained decay at the bases to the two center columns and the base beams they rest upon. The repair includes truncating the two center columns to rest on an added horizontal beam which rests on added support columns at both sides of the entryway. Load from the skylighted roof above the stairway, formerly transferred down the two center columns, will now be transferred vertically from the roof down the truncated columns, to the new cross beam which transfers the load to the two new side support columns. Sheet Number(s): Drawings: G-1.0; S-1.0; S-1.1 Calculations: C1 -C9 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on D37,26//r W:\Permit Center\Templates\Forms\Revision Submittal Form.doc Revised: August 2015 1A/ 0 City of Tukwila O Department of Community Development 6300 Southcenter'Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: ktp://www.citulavila.wa.us Revision submittals must be submitted' in person at the Permit Center. Revisions will not be accepted through the mail, fax, Date: 6/16/2017 ❑ Response to .Incomplete Letter # ►1 Response to Correction Letter # Plan Check/Permit Number: D17-0113 [� Revision # after Permit is Issued O Revision requested by a City Building Inspector or Plans Examiner Project Name: South Center View Association - Exterior Project Address: 15280 Macadam Rd S Bldg E Contact Person: Steve Conelley Summary of Revision: Submittal includes: 1) Administrative Design Review Checklist Phone Number: 425-749-6730 RECEIVED CITY OF TUKWILA JUN 16.2017 PERMIT CENTER 2) Construction cost estimate and supporting documentation for an Administrative Design Review. Additional drawings for the Administrative Design Review. 4) Discussion of project consistency with Design Criteria. 5) Notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property Sheet Number(s): "Cloud" or highlight all areas of revision .including date of revision Received at the City of Tukwila Permit Center by: O Entered in TRAKiT on 'applicationslforms-applications on line\revision submittal Created: 8-13.2004 Revised: RUFF CONSTRUCTION & MAIN INC Home Espanol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries 4 Search L&I Page 1 of 2 A -Z Index Help My L&T Workplace Rights Trades & Licensing RUFF CONSTRUCTION & MAINT INC Owner or tradesperson Principals JOHNSON, MICHAEL A JOHNSON, MICHAEL D, MEMBER Doing business as RUFF CONSTRUCTION & MAINT INC WA UBI No. 601 868 886 6505 233RD PI SE WOODINVILLE, WA 98072 425-487-0702 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. RUFFCMI016DK Effective — expiration 03/12/1999— 02/16/2019 Bond CBIC Bond account no. SI2851 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 05111/2009 05/11/2009 Expiration date Until Canceled Insurance Kinsale Insurance Company Policy no. 0100007580 $1,000,000.00 Received by L&I Effective date 09/15/2016 09/15/2013 Expiration date 0911512017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601868886&LIC=RUFFCMI016DK&SAW= 7/19/2017 GENERAL NOTES: 1. ALL DRAWINGS, NOTES, AND DETAILS PROVIDED IN THIS SECTION REPRESENT THE CONSTRUCTION DOCUMENTS. THE 'CONSTRUCTION DOCUMENTS" MAY NOT REPRESENT ALL CONDITIONS AND DIMENSIONS THAT ARE PRESENT ON SITE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE SITE AND VERIFY ALL SITE CONDITIONS. 2. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS INCLUDING ACCESS TO THE WORK, POWER REQUIREMENTS, STAGING, DISPOSAL, AND SECURE MATERIAL STORAGE. 3. ALL MATERIALS SPECIFIED WITHIN THIS CONSTRUCTION DOCUMENTS SHALL BE INCORPORATED INTO THE WORK. NO SUBSTITUTIONS SHALL BE ACCEPTED UNLESS A WRITTEN REQUEST IS MADE FOR CONSIDERATION. ANY SUBSTITUTION REQUEST SHALL BE SUBMITTED IN CONJUNCTION WITH A LETTER FROM THE MATERIAL MANUFACTURER STATING: A. THE PRODUCT HAS EQUAL PHYSICAL PROPERTIES TO THE SPECIFIED MATERIAL, B. THAT THE MANUFACTURER WARRANTS THAT THE SUBSTITUTED MATERIAL IS COMPATIBLE WITH ALL ADJACENT AND UNDERLYING MATERIALS AND SHALL MEET ITS INTENDED SERVICE LIFE. 4. THE CONTRACTOR SHALL VERIFY THE MATERIAL COMPATIBILITY OF ALL WATERPROOFING COMPONENTS (E.G., SEALANTS, CLOSED CELL BACKER ROD, SELF -ADHERING MEMBRANE, ETC.) USED IN CONJUNCTION WITH OTHER WATERPROOFING COMPONENTS. 5. THE CONTRACTOR SHALL ESTABLISH A WRITTEN SAFETY AND FALL PROTECTION PLAN, A COPY OF WHICH SHALL BE MAINTAINED ONSITE. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO COMMUNICATE THE PLANS TO ALL EMPLOYEES AND SUBCONTRACTORS. . 6. THE CONTRACTOR SHALL PROVIDE TO THE OWNER AND THE CONTRACT PROJECT ENGINEER EMERGENCY TELEPHONE NUMBERS AND CONTACT NAMES FOR USE, IF REQUIRED, OUTSIDE OF NORMAL BUSINESS HOURS. 7. THE CONTRACTOR SHALL INSTITUTE COMPLIANCE WITH AND BE SOLELY RESPONSIBLE FOR ALL RELEVANT CITY, COUNTY, STATE AND/OR FEDERAL ORDINANCES, LAWS AND REGULATIONS INCLUDING BUT NOT LIMITED TO: A. PROVISIONS FOR DISPOSAL OF CONSTRUCTION MATERIALS AND DEMOLITION DEBRIS. B. PROVISIONS FOR ELECTRICAL SAFETY. C. PROVISIONS OF OSHA REGULATIONS AND SIMILAR STATE AND LOCAL REQUIREMENTS FOR SAFETY IN THE WORKPLACE, INCLUDING PROVISIONS FOR SAFETY AND FALL PROTECTION PROGRAMS. D. PROVISIONS OF THE HAZARDOUS MATERIALS SECTIONS OF THE MATERIAL SAFETY DATA SHEETS (MSDS) SUBMITTED FOR PRODUCTS BROUGHT TO AND UTILIZED ON SITE. 8. A PROJECT BINDER SHALL BE GENERATED FOR ALL SPECIFIED PRODUCTS INCLUDING, INSTALLATION INSTRUCTIONS, PRODUCT DATA SHEETS AND MSDS SHEETS FOR ALL PRODUCTS. 9. THE PROVISIONS OF ALL RULES AND REGULATIONS GOVERNING SAFETY OF THE WORK SHALL APPLY TO ALL WORK UNDER THIS CONTRACT. FEDERAL, STATE AND LOCAL INSPECTORS SHALL BE GRANTED ACCESS TO THE WORK FOR INSPECTION WITHOUT FIRST OBTAINING A SEARCH OR ADMINISTRATIVE WARRANT. 10. IF THE CONTRACTOR OBSERVES THE EXISTENCE OF ANY MATERIAL, WHICH HE KNOWS OR HAS REASON TO BELIEVE IS HAZARDOUS TO HUMAN HEALTH, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER. THE CONTRACTOR SHALL NOT PERFORM ANY WORK INVOLVING THE MATERIAL OR ANY WORK CAUSING THE MATERIAL TO BE LESS ACCESSIBLE PRIOR TO RECEIPT OF SPECIAL INSTRUCTIONS FROM THE OWNER. 11. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR HIS INVITEES AT THE SITE AND FOR THOSE OF HIS SUBCONTRACTORS, SUPPLIERS, AND THEIR EMPLOYEES, INCLUDING ANY ACTS OR OMISSIONS OF SUCH INVITEES. ALL INVITEES SHALL SIGN -IN AT. 12. THE CONTRACTOR AND NOT THE CONSULTANT SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES (OTHER THAN THOSE EXPRESSLY SPECIFIED IN CONTRACT DOCUMENTS), OR FOR SAFETY AND FALL PROTECTION PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. 13. ALL MATERIAL AND WORKMANSHIP SHALL BE SUBJECT TO OBSERVATION, EXAMINATION AND TESTING AT ANY AND ALL TIMES DURING MANUFACTURE AND CONSTRUCTION. THE CONSULTANT AND THE OWNER SHALL HAVE AUTHORITY TO REJECT DEFECTIVE MATERIAL AND WORKMANSHIP AND REQUIRE ITS CORRECTION. DEFECTIVE WORKMANSHIP SHALL BE SATISFACTORILY CORRECTED AND DEFECTIVE MATERIAL SHALL BE SATISFACTORILY REPLACED WITH PROPER MATERIAL WITHOUT CHARGE THEREFOR, AND THE CONTRACTOR SHALL PROMPTLY SEGREGATE AND REMOVE THE DEFECTIVE MATERIAL FROM THE SITE. 14. THE CONSULTANT, THE OWNER, THE CONTRACT PROJECT ENGINEER, THE OWNER'S OBSERVERS AND OTHER TESTING PERSONNEL, INSPECTORS FROM STATE AND LOCAL AGENCIES, AND OTHERS AUTHORIZED BY THE OWNER, SHALL HAVE ACCESS TO THE WORK AT ALL TIMES. THE CONTRACTOR SHALL PROVIDE PROPER FACILITIES FOR ACCESS AND INSPECTION. 15. IF THE CONTRACTOR DEEMS ADDITIONAL DETAIL OR INFORMATION IS NEEDED, HE MAY REQUEST THE SAME IN WRITING FROM THE CONSULTANT TO CLARIFY THE INTENT CONVEYED IN THE SCOPE OF WORK OR PLANS AND SPECIFICATIONS. HIS REQUEST SHALL PRECISELY STATE THE DETAIL OR INFORMATION NEEDED AND SHALL EXPLAIN WHY IT IS NEEDED. THE CONTRACTOR SHALL ALSO INDICATE A DATE WHEN THE REQUESTED INFORMATION IS REQUIRED. 16. IF THE CONTRACTOR FINDS A CONFLICT, ERROR, OR OTHER DISCREPANCY IN THE PLANS OR SPECIFICATIONS, HE SHALL NOTIFY THE CONSULTANT IN WRITING AS SOON AS REASONABLY POSSIBLE, BUT BEFORE PROCEEDING WITH THE AFFECTED WORK. THE CONSULTANT SHALL ISSUE A CLARIFICATION TO THE CONTRACTOR STATING THE CORRECT REQUIREMENTS. IF THE CONTRACTOR DEEMS THE FIELD ORDER REQUIRES ADDITIONAL WORK, HE SHALL NOTIFY THE CONSULTANT OF SUCH PRIOR TO PROCEEDING WITH THAT WORK AND HE SHALL SUBMIT A REQUEST FOR CHANGE ORDER ALONG WITH A DETAILED SUBSTANTIATING COST PROPOSAL THRU THE CONSULTANT TO THE OWNER. 17. SUBMITTALS SHALL BE FORWARDED WITH REASONABLE TIME FOR REVIEW TO THE CONSULTANT FOR APPROVAL IF REQUIRED BY THE SPECIFICATIONS OR SCOPE OF WORK OR IF REQUESTED BY THE CONSULTANT OR THE OWNER. NO PART OF THE WORK DEALT WITH BY A SUBMITTAL SHALL BE FABRICATED BY THE CONTRACTOR, SAVE AT HIS OWN RISK, UNTIL SUCH APPROVAL HAS BEEN GIVEN. 18. IF A SUBMITTAL INDICATES A DEPARTURE FROM THE CONTRACT REQUIREMENTS, THE CONSULTANT MAY REJECT THE SUBMITTAL OR, IF HE DEEMS IT TO HAVE MERIT, MAY RECOMMEND IT TO THE OWNER, WHO SHALL APPROVE OR REJECT IT AS THE OWNER, IN ITS SOLE DISCRETION, SEES FIT. THE DEPARTURE FROM THE CONTRACT REQUIREMENTS SHALL BE FURTHER AUTHORIZED BY A CHANGE ORDER, IF A REDUCTION OR INCREASE IN THE CONTRACT PRICE IS APPROPRIATE. 19. THE WORK SHALL BE IN ACCORDANCE WITH APPROVED SUBMITTALS. APPROVAL OF THE CONTRACTOR'S SUBMITTALS BY THE CONSULTANT DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY OF COMPLYING WITH THE CONTRACT AND ALL DRAWINGS AND SPECIFICATIONS, EXCEPT AS CHANGED BY CHANGE ORDER. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEW AND CONFIRMING COMPATIBILITY OF ALL COMPONENTS IN THE EVENT OF A SUBSTITUTION. LETTERS FROM THE RELEVANT MATERIAL SUPPLIERS CONFIRMING COMPATIBILITY SHALL BE SUFFICIENT EVIDENCE OF COMPATIBILITY. 21. UNLESS OTHERWISE SPECIFICALLY PROVIDED IN THE CONTRACT, ALL EQUIPMENT, MATERIAL, AND ACCESSORIES INCORPORATED IN THE WORK ARE TO BE NEW. 22. UNLESS SPECIFICALLY APPROVED BY THE OWNER OR REQUIRED BY THE CONTRACT, THE CONTRACTOR SHALL NOT INCORPORATE INTO THE WORK ANY MATERIALS CONTAINING ASBESTOS OR ANY MATERIAL KNOWN BY THE INDUSTRY TO BE HAZARDOUS TO THE HEALTH OF BUILDING CONSTRUCTION WORKERS, MAINTENANCE WORKERS, OR OCCUPANTS. 23. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY FOUND IN THE BUILDING INDUSTRY IN EVERY RESPECT. ALL ITEMS OF WORK SHALL BE DONE BY CRAFTSMEN OR TRADESMEN SKILLED IN THE PARTICULAR TASK OR ACTIVITY TO WHICH THEY ARE ASSIGNED. POOR OR INFERIOR WORKMANSHIP SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE SUCH THAT THE WORK CONFORMS TO THE HIGHEST QUALITY STANDARDS OF THE TRADES CONCERNED, OR OTHERWISE CORRECTED TO THE SATISFACTION OF THE CONSULTANT, THE OWNER, OR OTHER INSPECTING AUTHORITY, AS APPLICABLE. ALL WORK SHALL BE FREE OF DEFECTS RESULTING FROM THE USE OF MATERIALS, EQUIPMENT OR WORKMANSHIP, WHICH ARE DEFECTIVE, INFERIOR, OR NOT IN ACCORDANCE WITH THE TERMS OF THE CONTRACT DOCUMENTS. 24. IF THE CONTRACTOR FINDS A GROWTH ON THE MATERIALS TO BE REMOVED WHICH THEY ARE CONCERNED ABOUT, THE CONTRACTOR SHALL CONTACT THE OWNER AND A CERTIFIED INDUSTRIAL HYGIENIST TO DETERMINE PROPER CONTAINMENT, HANDLING, AND DISPOSAL TECHNIQUES INCLUDING PERSONAL PROTECTION EQUIPMENT THAT IS NEEDED. ALL MATERIALS THAT ARE PHYSICALLY DAMAGED BY A GROWTH AND ROT WILL BE REMOVED PER THE HYGIENISTS' PROTOCOL. APPLICABLE CODES: ALL CONSTRUCTION WITHIN THE SPECIFIED AREA OF WORK SHALL COMPLY WITH THE 2015 INTERNATIONAL BUILDING CODE WITH ALL APPLICABLE STATE AND CITY AMENDMENTS BUILDING INFORMATION: YEAR BUILT: 1978 ORIGINAL CONSTRUCTION TYPE: THREE-STORY CONDOMINIUM: TYPE V - A, NO CHANGE ORIGINAL OCCUPANCY GROUP: R2 -CONDOMINIUM, NO CHANGE ORIGINAL FIRE RESISTANCE BASED ON PROPERTY LINES: TYPE V-A (CONDOMINIUMS): NO CHANGE IN FIRE RESISTANCE ZONING: HDR (HIGH DENSITY RESIDENTIAL) LEGAL DESCRIPTION - BUILDING "D": PARCEL NO: 768895-0000 PLAT BLOCK/ BUILDING NUMBER: BLDG 'D' PLAT LOT NUMBER: UNIT 0-101 QUARTER -SECTION -TOWNSHIP -RANGE: SW -23-23-4 PROJECT TEAM: OWNER: SOUTH CENTER VIEW OWNERS ASSOCIATION 11211 SLATER AVE NE. SUITE 150 KIRKLAND, WA 98033 OWNER'S REPRESENTATIVE! FACILITY MANAGER: SOUTH CENTER VIEW OWNERS ASSOCIATION 15210 MACADAM ROADS, #D104 TUKWILA, WA 98188 CONTACT: STEVE CONELLEY TEL: (425) 749-6730 EMAIL: srconelley(dlcomcast.net BUILDING CONSULTANT: DIMENSIONAL BUILDING CONSULTANTS, LLC 626 120TH AVENUE NE, SUITE B101 BELLEVUE, WA 98005 CONTACT: MARTIN FLORES TEL: 425-455-2046 EMAIL: martin@dimensionalbc.com CONTRACTOR: RUFF CONSTRUCTION, INC. 6505 233rd PLACE SE WOODINVILLE, WA 98072 CONTACT: DAWN FRASER TEL: (425) 487-0702 EMAIL: mail@ruffconstruction.com ABBREVIATIONS A.B. ANCHOR BOLT ABR ABBREVIATION A/C AIR CONDITIONING ADD ADDENDUM A.F.F. ALUM. ALT BLDG BLK'G BOT. C.J. ' CL'G CMU COL. CONC. CONT. d DBL DEMO DIA. DIM DN DR DTL. EA. E.B. ELEV. ENCL. EQ. EXT. ABOVE FINISH FLOOR ALUMINUM ALTERNATE BUILDING BLOCKING BOTTOM CONTROL JOINT CENTER LINE CEILING CONCRETE MASONRY UNIT COLUMN CONCRETE CONTINUE PENNY (NAILS) DOUBLE DEMOLITION DIAMETER DIMENSION DOWN DOOR DETAIL EACH EXPANSION BOLT ELEVATION OR ELEVATOR ENCLOSURE EQUAL EXTERIOR EA. E.B. ENCL. EQ. EP EXIST. EXT. F.F. FDTN F.E. F.F. FIN. FLR FT. FTG GA. GLB GNB GYP. HGT HORIZ. HR. I.B.C. INSUL. INT. JT. KIT. L.L. MAT MAX. MECH. MF'R MIN. MISC. MTL EACH EXPANSION BOLT ENCLOSURE EQUAL ENAMEL PAINT EXISTING EXTERIOR FACTORY FINISH FOUNDATION FIRE EXTINGUISHER FINISH FLOOR FINISH FLOOR FEET FOOTING GAUGE GLU-LAM BEAM GYPSUM WALL BOARD GYPSUM HEIGHT HORIZONTAL HOUR INTERNATIONAL BUILDING CODE INSULATION INTERIOR JOINT KITCHEN LIVE LOAD MATERIAL MAXIMUM MECHANICAL MANUFACTURER MINIMUM OR MINUTE MISCELLANEOUS METAL N/A NOT APPLICABLE N.T.S. NOT TO SCALE O.C. OP'G OPP. OSB PL PLB'G PNT. PLYWD PR. PROP. PSF PVMT REINF. REQ. R.O. SCHED. S.F. SIM. SPEC. SQ. STL STOR. STRUCT. TEMP. T&G T.O.P. TYP. UTIL. VENT. VERT. VTR W/ W/O WC WIN ON CENTER OPENING OPPOSITE ORIENTED STRAND BOARD PLATE PLUMBING PAINT PLYWOOD PAIR PROPERTY POUND PER SQ. FT. PAVEMENT REINFORCED REQUIRED ROUGH OPENING SCHEDULE SQUARE FEET SIMILAR SPECIFICATIONS SQUARE STEEL STORAGE STRUCTURE TEMPORARY TONGUE AND GROOVE TOP OF PLATE TYPICAL UTILITY VENTILATION VERTICAL VENT THRU ROOF WITH WITHOUT WATER CLOSET WINDOW BUILDING 'E' PERMIT #D17-0113 FRONT ENTRY DECAY REPAIRS PROJECT STATEMENT THE PURPOSE OF THESE DRAWINGS IS TO REPAIR THE DECAYED WOOD COLUMNS AND 1ST FLOOR LANDING BEAMS AT THE FRONT ENTRIES OF BUILDING D. MANY OF THE WOOD COLUMNS WERE DECAYED AT THE BOTTOM AND THE AMOUNT OF DECAY ON THE BEAMS VARIES. THE COLUMNS WILL BE CUT OFF JUST BELOW THE 2ND FLOOR LANDING AND A NEW BEAM WILL BE INSTALLED TO SUPPORT THE EXISTING COLUMNS. THE NEW BEAM WILL BE SUPPORTED AT EACH END BY NEW POSTS IN THE WALL. THE POSTS WILL BE SUPPORTED ON THE EXISTING FOUNDATION. Sheet List Table Sheet Number Sheet Title G-1.0 GENERAL NOTES & DRAWING INDEX S-1.0 FRONT ENTRY DECK DETAILS Ft -Eu -211T FON: ._✓�.!.; (�J, r'Aechanical 1 Iff:lectncel l" lumbing f las Piping I C '', of Tukwila L _ �' ."' a DIVISION AREA OF WORK NON -REHABILITATIVE CONSTRUCTION STATEMENT THE REPAIR COST FOR THIS SCOPE OF THIS WORK DOES NOT EXCEED THE PERCENTAGE AS DESCRIBED IN RCW164.55 AND THEREFORE IS NOT REHABILITATIVE. REFERENCE SYMBOLS I 1 4401 3 A401 BUILDING SECTION WALL SECTION DETAIL SECTION DETAIL CALLOUT WINDOW TYPE I KEY NOTE O DOOR TYPE 6RID rPFlR4)NS Noet3a . .- . -1 n.o COPY FILE Permit No. 0 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Raccipt of approved Field Copy and conditions is acknowledged: By: Date: ity of Tukwila BUILDING DIVISION VICINITY PLAN it fi3Tf .L L -- and may I:; :: Je d.:.nal plan r.- •i^w r;.es APF-irW"_=� Ip , '.S. ..3.:".•• SOUTH CENTER VIEW CONDOMINIUMS BUILDING 'E' •_ .•Ov L. IIAY 01 /u i3 _ _ _ City of -Tukwila BUILDING DIVI31ON �f�7 .,ms COt J - 0( q ate c: i I , f 1101, Mor 'Mein! R►I iA. A. µ i l i • 4c changes C:•„ t.K, met' tr .,. •_,_ plans without Pr°rovall fr^mm 1t,.1 Pianninry ^,irisin:; at Dr .aproved By:�:.. I I I It • • • SITE PLANenN et • • • R EiV C C!TY OF ..+it•'W j MAR 2 6 20 se ‘111 N PERMIT CENTS. =' ABil • • • r DII-ot3 ■ ■ a) D U J JJ v/ a -a C (B a--' C co C O 0) C 5 m vision • knowledge • solutions 451 D _C O D 0 op f co ECO (a0) (13 )O N -Y V7 r SHEET NO. G-1 .0 GENERAL NOTES & DRAWING INDEX DATE: 03/21/18 DIMENSIONAL PROJECT NO.: 161105 NOTE' THIS DRAWING IS TO BE PLOTTED ON A SIZE 24" X 36" SHEET( SIZE D), OTHERWISE. DRAWING WILL BE OUT OF SCALE. © Copyright 2018, Dimensional Building Consultants, LLC GENERAL NOTES: 1. ALL DRAWINGS, NOTES, AND DETAILS PROVIDED IN THIS SECTION REPRESENT THE CONSTRUCTION DOCUMENTS. THE 'CONSTRUCTION DOCUMENTS' MAY NOT REPRESENT ALL CONDITIONS AND DIMENSIONS THAT ARE PRESENT ON SITE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE SITE AND VERIFY ALL SITE CONDITIONS. 2. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS INCLUDING ACCESS TO THE WORK, POWER REQUIREMENTS, STAGING, DISPOSAL, AND SECURE MATERIAL STORAGE. 3. ALL MATERIALS SPECIFIED WITHIN THIS CONSTRUCTION DOCUMENTS SHALL BE INCORPORATED INTO THE WORK. NO SUBSTITUTIONS SHALL BE ACCEPTED UNLESS A WRITTEN REQUEST IS MADE FOR CONSIDERATION. ANY SUBSTITUTION REQUEST SHALL BE SUBMITTED IN CONJUNCTION WITH A LETTER FROM THE MATERIAL MANUFACTURER STATING: A. THE PRODUCT HAS EQUAL PHYSICAL PROPERTIES TO THE SPECIFIED MATERIAL, B. THAT THE MANUFACTURER WARRANTS THAT THE SUBSTITUTED MATERIAL IS COMPATIBLE WITH ALL ADJACENT AND UNDERLYING MATERIALS AND SHALL MEET ITS INTENDED SERVICE LIFE. 4. THE CONTRACTOR SHALL VERIFY THE MATERIAL COMPATIBILITY OF ALL WATERPROOFING COMPONENTS (E.G., SEALANTS, CLOSED CELL BACKER ROD, SELF -ADHERING MEMBRANE, ETC.) USED IN CONJUNCTION WITH OTHER WATERPROOFING COMPONENTS. 5. THE CONTRACTOR SHALL ESTABLISH A WRITTEN SAFETY AND FALL PROTECTION PLAN, A COPY OF WHICH SHALL BE MAINTAINED ONSITE. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO COMMUNICATE THE PLANS TO ALL EMPLOYEES AND SUBCONTRACTORS. . 6. THE CONTRACTOR SHALL PROVIDE TO THE OWNER AND THE CONTRACT PROJECT ENGINEER EMERGENCY TELEPHONE NUMBERS AND CONTACT NAMES FOR USE, IF REQUIRED, OUTSIDE OF NORMAL BUSINESS HOURS. 7. THE CONTRACTOR SHALL INSTITUTE COMPLIANCE WITH AND BE SOLELY RESPONSIBLE FOR ALL RELEVANT CITY, COUNTY, STATE AND/OR FEDERAL ORDINANCES, LAWS AND REGULATIONS INCLUDING BUT NOT LIMITED TO: A. PROVISIONS FOR DISPOSAL OF CONSTRUCTION MATERIALS AND DEMOLITION DEBRIS. B. PROVISIONS FOR ELECTRICAL SAFETY. C. PROVISIONS OF OSHA REGULATIONS AND SIMILAR STATE AND LOCAL REQUIREMENTS FOR SAFETY IN THE WORKPLACE, INCLUDING PROVISIONS FOR SAFETY AND FALL PROTECTION PROGRAMS. D. PROVISIONS OF THE HAZARDOUS MATERIALS SECTIONS OF THE MATERIAL SAFETY DATA SHEETS (MSDS) SUBMITTED FOR PRODUCTS BROUGHT TO AND UTILIZED ON SITE. 8. A PROJECT BINDER SHALL BE GENERATED FOR ALL SPECIFIED PRODUCTS INCLUDING, INSTALLATION INSTRUCTIONS, PRODUCT DATA SHEETS AND MSDS SHEETS FOR ALL PRODUCTS. 9. THE PROVISIONS OF ALL RULES AND REGULATIONS GOVERNING SAFETY OF THE WORK SHALL APPLY TO ALL WORK UNDER THIS CONTRACT. FEDERAL, STATE AND LOCAL INSPECTORS SHALL BE GRANTED ACCESS TO THE WORK FOR INSPECTION WITHOUT FIRST OBTAINING A SEARCH OR ADMINISTRATIVE WARRANT. 10. IF THE CONTRACTOR OBSERVES THE EXISTENCE OF ANY MATERIAL, WHICH HE KNOWS OR HAS REASON TO BELIEVE IS HAZARDOUS TO HUMAN HEALTH, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER. THE CONTRACTOR SHALL NOT PERFORM ANY WORK INVOLVING THE MATERIAL OR ANY WORK CAUSING THE MATERIAL TO BE LESS ACCESSIBLE PRIOR TO RECEIPT OF SPECIAL INSTRUCTIONS FROM THE OWNER. 11. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR HIS INVITEES AT THE SITE AND FOR THOSE OF HIS SUBCONTRACTORS, SUPPLIERS, AND THEIR EMPLOYEES, INCLUDING ANY ACTS OR OMISSIONS OF SUCH INVITEES. ALL INVITEES SHALL SIGN -IN AT. 12. THE CONTRACTOR AND NOT THE CONSULTANT SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES (OTHER THAN THOSE EXPRESSLY SPECIFIED IN CONTRACT DOCUMENTS), OR FOR SAFETY AND FALL PROTECTION PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. 13. ALL MATERIAL AND WORKMANSHIP SHALL BE SUBJECT TO OBSERVATION, EXAMINATION AND TESTING AT ANY AND ALL TIMES DURING MANUFACTURE AND CONSTRUCTION. THE CONSULTANT AND THE OWNER SHALL HAVE AUTHORITY TO REJECT DEFECTIVE MATERIAL AND WORKMANSHIP AND REQUIRE ITS CORRECTION. DEFECTIVE WORKMANSHIP SHALL BE SATISFACTORILY CORRECTED AND DEFECTIVE MATERIAL SHALL BE SATISFACTORILY REPLACED WITH PROPER MATERIAL WITHOUT CHARGE THEREFOR, AND THE CONTRACTOR SHALL PROMPTLY SEGREGATE AND REMOVE THE DEFECTIVE MATERIAL FROM THE SITE. 14. THE CONSULTANT, THE OWNER, THE CONTRACT PROJECT ENGINEER, THE OWNER'S OBSERVERS AND OTHER TESTING PERSONNEL, INSPECTORS FROM STATE AND LOCAL AGENCIES, AND OTHERS AUTHORIZED BY THE OWNER, SHALL HAVE ACCESS TO THE WORK AT ALL TIMES. THE CONTRACTOR SHALL PROVIDE PROPER FACILITIES FOR ACCESS AND INSPECTION. 15. IF THE CONTRACTOR DEEMS ADDITIONAL DETAIL OR INFORMATION IS NEEDED, HE MAY REQUEST THE SAME IN WRITING FROM THE CONSULTANT TO CLARIFY THE INTENT CONVEYED IN THE SCOPE OF WORK OR PLANS AND SPECIFICATIONS. HIS REQUEST SHALL PRECISELY STATE THE DETAIL OR INFORMATION NEEDED AND SHALL EXPLAIN WHY IT IS NEEDED. THE CONTRACTOR SHALL ALSO INDICATE A DATE WHEN THE REQUESTED INFORMATION IS REQUIRED. 16. IF THE CONTRACTOR FINDS A CONFLICT, ERROR, OR OTHER DISCREPANCY IN THE PLANS OR SPECIFICATIONS, HE SHALL NOTIFY THE CONSULTANT IN WRITING AS SOON AS REASONABLY POSSIBLE, BUT BEFORE PROCEEDING WITH THE AFFECTED WORK. THE CONSULTANT SHALL ISSUE A CLARIFICATION TO THE CONTRACTOR STATING THE CORRECT REQUIREMENTS. IF THE CONTRACTOR DEEMS THE FIELD ORDER REQUIRES ADDITIONAL WORK, HE SHALL NOTIFY THE CONSULTANT OF SUCH PRIOR TO PROCEEDING WITH THAT WORK AND HE SHALL SUBMIT A REQUEST FOR CHANGE ORDER ALONG WITH A DETAILED SUBSTANTIATING COST PROPOSAL THRU THE CONSULTANT TO THE OWNER. 17. SUBMITTALS SHALL BE FORWARDED WITH REASONABLE TIME FOR REVIEW TO THE CONSULTANT FOR APPROVAL IF REQUIRED BY THE SPECIFICATIONS OR SCOPE OF WORK OR IF REQUESTED BY THE CONSULTANT OR THE OWNER. NO PART OF THE WORK DEALT WITH BY A SUBMITTAL SHALL BE FABRICATED BY THE CONTRACTOR, SAVE AT HIS OWN RISK, UNTIL SUCH APPROVAL HAS BEEN GIVEN. 18. IF A SUBMITTAL INDICATES A DEPARTURE FROM THE CONTRACT REQUIREMENTS, THE CONSULTANT MAY REJECT THE SUBMITTAL OR, IF HE DEEMS IT TO HAVE MERIT, MAY RECOMMEND IT TO THE OWNER, WHO SHALL APPROVE OR REJECT IT AS THE OWNER, IN ITS SOLE DISCRETION, SEES FIT. THE DEPARTURE FROM THE CONTRACT REQUIREMENTS SHALL BE FURTHER AUTHORIZED BY A CHANGE ORDER IF A REDUCTION OR INCREASE IN THE CONTRACT PRICE IS APPROPRIATE. 19. THE WORK SHALL BE IN ACCORDANCE WITH APPROVED SUBMITTALS. APPROVAL OF THE CONTRACTOR'S SUBMITTALS BY THE CONSULTANT DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY OF COMPLYING WITH THE CONTRACT AND ALL DRAWINGS AND SPECIFICATIONS, EXCEPT AS CHANGED BY CHANGE ORDER. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEW AND CONFIRMING COMPATIBILITY OF ALL COMPONENTS IN THE EVENT OF A SUBSTITUTION. LETTERS FROM THE RELEVANT MATERIAL SUPPLIERS CONFIRMING COMPATIBILITY SHALL BE SUFFICIENT EVIDENCE OF COMPATIBILITY. 21. UNLESS OTHERWISE SPECIFICALLY PROVIDED IN THE CONTRACT, ALL EQUIPMENT, MATERIAL, AND ACCESSORIES INCORPORATED IN THE WORK ARE TO BE NEW. 22. UNLESS SPECIFICALLY APPROVED BY THE OWNER OR REQUIRED BY THE CONTRACT, THE CONTRACTOR SHALL NOT INCORPORATE INTO THE WORK ANY MATERIALS CONTAINING ASBESTOS OR ANY MATERIAL KNOWN BY THE INDUSTRY TO BE HAZARDOUS TO THE HEALTH OF BUILDING CONSTRUCTION WORKERS, MAINTENANCE WORKERS, OR OCCUPANTS. 23. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY FOUND IN THE BUILDING INDUSTRY IN EVERY RESPECT. ALL ITEMS OF WORK SHALL BE DONE BY CRAFTSMEN OR TRADESMEN SKILLED IN THE PARTICULAR TASK OR ACTIVITY TO WHICH THEY ARE ASSIGNED. POOR OR INFERIOR WORKMANSHIP SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE SUCH THAT THE WORK CONFORMS TO THE HIGHEST QUALITY STANDARDS OF THE TRADES CONCERNED, OR OTHERWISE CORRECTED TO THE SATISFACTION OF THE CONSULTANT, THE OWNER, OR OTHER INSPECTING AUTHORITY, AS APPLICABLE. ALL WORK SHALL BE FREE OF DEFECTS RESULTING FROM THE USE OF MATERIALS, EQUIPMENT OR WORKMANSHIP, WHICH ARE DEFECTIVE, INFERIOR, OR NOT IN ACCORDANCE WITH THE TERMS OF THE CONTRACT DOCUMENTS. 24. IF THE CONTRACTOR FINDS A GROWTH ON THE MATERIALS TO BE REMOVED WHICH THEY ARE CONCERNED ABOUT, THE CONTRACTOR SHALL CONTACT THE OWNER AND A CERTIFIED INDUSTRIAL HYGIENIST TO DETERMINE PROPER CONTAINMENT, HANDLING, AND DISPOSAL TECHNIQUES INCLUDING PERSONAL PROTECTION EQUIPMENT THAT IS NEEDED. ALL MATERIALS THAT ARE PHYSICALLY DAMAGED BY A GROWTH AND ROT WILL BE REMOVED PER THE HYGIENISTS' PROTOCOL. APPLICABLE CODES: ALL CONSTRUCTION WITHIN THE SPECIFIED AREA OF WORK SHALL COMPLY WITH THE 2015 INTERNATIONAL BUILDING CODE WITH ALL APPLICABLE STATE AND CITY AMENDMENTS BUILDING INFORMATION: YEAR BUILT: 1978 ORIGINAL CONSTRUCTION TYPE: THREE-STORY CONDOMINIUM: TYPE V - A, NO CHANGE ORIGINAL OCCUPANCY GROUP: R2 -CONDOMINIUM, NO CHANGE ORIGINAL FIRE RESISTANCE BASED ON PROPERTY LINES: TYPE V-A (CONDOMINIUMS): NO CHANGE IN FIRE RESISTANCE ZONING: HDR (HIGH DENSITY RESIDENTIAL) LEGAL DESCRIPTION - BUILDING "E": PARCEL NO: 788895-0000 PLAT BLOCK! BUILDING NUMBER: BLDG 'E' PLAT LOT NUMBER: UNIT D-101 QUARTER -SECTION -TOWNSHIP -RANGE: SW -23-23-4 PROJECT TEAM: OWNER: SOUTH CENTER VIEW OWNERS ASSOCIATION 11211 SLATER AVE NE, SUITE 150 KIRKLAND, WA 98033 OWNER'S REPRESENTATIVE FACILITY MANAGER: SOUTH CENTER VIEW OWNERS ASSOCIATION 15210 MACADAM ROAD S, #D104 TUKWILA, WA 98188 CONTACT: STEVE CONELLEY TEL: (425) 749-6730 EMAIL: srconelley@comcast.net BUILDING CONSULTANT: DIMENSIONAL BUILDING CONSULTANTS, LLC 626 120TH AVENUE NE, SUITE 8101 BELLEVUE, WA 98005 CONTACT: MARTIN FLORES TEL: 425-455-2046 EMAIL: marlin@dimensionalbc.com CONSTRUCTION MANAGER: GSG GROUP, INC 144 RAILROAD AVE, #101 EDMONDS, WA 98020 CONTACT: DOUG SAGE TEL: (425) 771-9349 EMAIL: doug@gsggroup.net CONTRACTOR: RUFF CONSTRUCTION, INC. 6505 233rd PLACE SE WOODINVILLE, WA 98072 CONTACT: DAWN FRASER TEL: (425) 487-0702 EMAIL: mail@ruffconstructIon.com I The undersigned has provided building envelope drawings I that in my professional judgment are appropriate to satisfy the i requirements of RCW 64.55.020 through 64.55.090. Third party inspections will also be provided in accordance with RCW 64.55.030. SOUTH CENTER VIEW CONDOMINIUMS BUILDING 'E' 15280 MACADAM RD S. VICINITY PLAN • 0o 1.1 SOUTH CENTER VIEW CONDOMINIUMS BUILDING 'E' Sheet List Table Sheet Number Sheet Title G-1.0 GENERAL NOTES, DRAWING INFO., SITE PLAN & INDEX G-1.1 SCOPE OF WORK AND SPECIFICATIONS G-1.2 SCOPE OF WORK AND SPECIFICATIONS (CONTD.) D-1.1 BUILDING E DEMOLITION - NORTH, EAST & WEST ELEVATIONS D-1.2 EXTERIOR CARPET D-1.3 FIRE EXTINGUISER - SIGNAGE WP -1.1 BUILDING E - FLOOR PLAN WP -2.1 BUILDING E NORTH, SOUTH, EAST & WEST ELEVATIONS WP -3.1 CLADDING DETAILS WP -3.2 CLADDING DETAILS WP -3.3 WINDOW -DOOR DETAILS & SCHEDULES WP -3.4 WINDOW & DOOR DETAILS WP -4.1 DECK DETAILS WP -4.2 DECK DETAILS WP -4.3 ELEC. DOGHOUSE & EXT. LIGHTING DETAILS S-1.0 STRUCTURAL & RAILING DETAILS S-1.1 STAIRWAY RAIUNG DETAILS s !.: i7i, ._Wlr_r. c,-� I �o��..: �.ccbc c,. .o ;�:?lLi,�s :_C+. r+ao., :1`. 'v w SII t 'Air • F LA tNIINC= APPRC VEi:'' . IJc changes can be made to these plans without approval from the Planning Division of DCD ;;Aproved By:_., Ili via. I ...eo: 1- 0--1-7 SITE PLAN i -. :Eta. -y i I w : , l i I I allkIA►a a- eR ' t .11;14,4 4 Kaelil g .'�:i .: grin". Mil®, ;:.•r ,r4 :1, . ., b or - -.S r411) I 1 IP f • i 0 • %at Nit . ) IIIIF \` ,a If f.♦ a P . of a: FILE COPY Permit No. t W}-0113 13 .: Date: to nr,.r,ro. !v' 1ik A'yn glair City of To . a BUILDING DIVISION ....... .......„..., -- REVE,WKIS No Chane.eq FIT -017;o 4-71'n the Oft �(, rt PIC r ..ter S^rynn NOTE: Rr:17. ,.. \a r.; r 2rlrcvi, . a(. .. "I 2':'i . 1T • .:ra:'n7 FOR: tesecnanieal i•J Electncal arnumbing CDSCas Piping C;y of Tukwila Et. ill r.NNG DIVISION REVIEWED FOR CODE COMPLIANCE I APPROVED { AI- I !(It? l 1Lc E L RI it fit. '.n -!a t • RECEIVED CITY OF TUKWILA APR 2 5 2017 PERMIT CENTER 113 0) W O Z n a J -J (1) C ('3 (n C 0 0 (J) • OD m vision • knowledge • solutions SIGNED ON 4.21.2017 CO z SOUTH CENTER VIEW CONDOM TARGETED EXTERIOR RESTORATION SHEET NO. W C� Z C I D CO _C .--r CO 0 (>3 O co n co NOTE: THIS DRAWING IS TO BE PLOTTED ON A SIZE 24" X 36" SHEET( SIZE D), OTHERWISE, DRAWING WILL BE OUT OF SCALE. E co 0 2 c>3 • co Y J LC3 C ui w 0 0 U co v To •O U) C t9 E - GENERAL NOTES, DRAWING E INFO., SITE PLAN & INDEX w 0) DATE: 04/21/17a. C DIMENSIONAL �j PROJECT NO.: 161105 G-1 .0 SCOPE OF WORK SECTION 1.0 GENERAL REQUIREMENTS 1. PROVIDE GENERAL CONDITIONS APPROPRIATE FOR PERFORMING THE SCOPE OF WORK DESCRIBED HEREIN. INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION, ETC., THAT ARE NECESSARY TO PERFORM THE WORK THE CONTRACTOR AND HIS SUBCONTRACTORS SHOULD VISIT THE SITE AND REVIEW THE EXISTING CONDITIONS AND FEATURES, AS WELL AS EXAMINE THE ORIGINAL DRAWINGS AND SPECIFICATIONS USED TO CONSTRUCT THE BUILDING COMPLEX, ASSOCIATED WITH EXECUTING THE PROPOSED SCOPE OF WORK. 2. PROVIDE ACCESS TO THE WORK AREAS USING A PROPERLY ENGINEERED SCAFFOLDING SYSTEM. PROVIDE TEMPORARY WEATHER PROTECTION FOR AREAS OF THE BUILDING BEING REPAIRED AS REQUIRED TO ACCOMPLISH THE REPAIR WORK SUFFICIENTLY TO PREVENT WATER DAMAGE FROM OCCURRING AS THE WORK PROGRESSES. 3. PROTECT LANDSCAPING AND IRRIGATION SYSTEMS AS REQUIRED TO ACCOMPLISH THE WORK, OR REMOVE AND REPLACE LANDSCAPING AND IRRIGATION SYSTEMS, WHICHEVER IS MORE COST EFFECTIVE. FOLLOWING THE WORK, THE IRRIGATION SYSTEM SHOULD BE TESTED TO VERIFY THAT IT FUNCTIONS PROPERLY. ALL DAMAGED ITEMS SHALL BE REPLACED AT NO ADDITIONAL EXPENSE. 4. THE OWNER WILL SECURE THE MAIN CONSTRUCTION PERMIT. THE CONTRACTOR SHALL SUBMIT FOR AND OBTAIN ANY SUPPLEMENTAL PERMITS NECESSARY TO CARRY OUT THE WORK; THE COST FOR THE ADDITIONAL PERMITS SHALL BE THE RESPONSIBILITY OF THE OWNER AND SHALL BE BILLED AS AN EXPENSE. 5. THE COST OF CONSTRUCTION SHALL INCLUDE A BREAKDOWN OF COSTS BY TASKS. THE COST OF CONSTRUCTION SHALL FOLLOW THIS SCOPE OF REPAIR AS CLOSE AS POSSIBLE. 6. IT IS INTENDED TO KEEP THE CONDOMINIUM HOMES OCCUPIED DURING THE PERFORMANCE OF THE WORK PROVIDE ACCESS TO ENTRY DOORS AND A CLEAR PATH TO DRIVEWAYS, SIDEWALKS AND ENTRY WALKWAYS TO NOT ADVERSELY IMPACT THE UNIT OCCUPANTS AND THE NEIGHBORS TO COMPLY WITH IBC CHAPTER 33. PROVIDE PROPER TEMPORARY RAILING TO THE EXTERIOR DOORS AT ALL ELEVATED DECKS AND SLIDING GLASS DOORS. TEMPORARY RAILING MUST MEET CURRENT CODE FOR LATERAL RESISTANCE, HEIGHT AND MAXIMUM SEPARATION OF MEMBERS NOT TO ALLOW A 4 INCH SPHERE TO PASS THROUGH AND ALL OTHER APPLICABLE CODE REQUIREMENTS. CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE OF THE WORK SCHEDULE PER UNIT TO OWNER TO MINIMIZE INCONVENIENCE TO TENANTS. 7. ONCE THE WORK IS COMPLETED IN ANY AREA OF THE PROJECT, THE WALL AND DECK SURFACES SHOULD BE CLEANED. WOOD SURFACES SHOULD BE REPAINTED WHERE DAMAGE HAS OCCURRED TO MATCH THE ORIGINAL FINISH. AT ANY INTERIOR SPACES IN THE CONDOMINIUM HOMES WHERE WORK HAS BEEN PERFORMED, THE INTERIORS SHALL BE CLEANED TO THE CONDITION THAT EXISTED PRIOR TO THE WORK BEING PERFORMED. CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING PRE-EXISTING DAMAGE TO THE INTERIOR FINISHES. 8. THE CONTRACTOR SHALL PROCURE AND MAINTAIN ACCEPTABLE SAFETY AND SECURITY MEASURES, AND SHALL MAINTAIN SAFETY AND SECURITY AT THE JOB SITE DURING THE ENTIRE COURSE OF THE PROJECT. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAW INCLUDING, WITHOUT LIMITATION, ALL OSHA AND WSHA REQUIREMENTS REGARDING SAFETY. 9. THE CONTRACTOR SHALL BE PROVIDED WITH A DESIGNATED AREA WITHIN THE COMPLEX TO BE USED FOR THE STORAGE OF MATERIALS AND EQUIPMENT BEFORE COMMENCING WITH THE WORK. THE SECURITY OF THE MATERIALS AND EQUIPMENT STORED ON-SITE IS THE RESPONSIBILITY OF THE CONTRACTOR. 10. THE CONTRACTOR SHALL BE PROVIDED WITH A LOCATION TO PLACE A TEMPORARY CONSTRUCTION OFFICE AT THE SITE. THE SECURITY OF THE CONSTRUCTION OFFICE IS THE RESPONSIBILITY OF THE CONTRACTOR. 11. NOT USE 12. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, AND IN ACCORDANCE WITH CURRENT BUILDING CODE REQUIREMENTS. CONSIDER THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE AS AMENDED AND ADOPTED BY THE CITY OF TUKWILA WILL BE APPLICABLE FOR THIS PROJECT. 13. CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE THEMSELVES WITH ALL COMPONENTS OF THE PROJECT, SITE LAYOUT, FACILITIES, AND TO MEASURE TO CONFIRM QUANTITIES. 14. ATTEND A PRECONSTRUCTION SITE MEETING WITH THE ASSOCIATION REPRESENTATIVE TO REVIEW THE WORK AREA PRIOR TO COMMENCEMENT OF THE PROJECT. 15. ALL WORK SHALL BE PERFORMED DURING NORMAL BUSINESS HOURS DEFINED AS 8:00 A.M. TO 5:00 P.M., MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AGREED TO BY THE CONTRACTOR AND OWNER IN ADVANCE, OR IF LOCAL JURISDICTIONAL REQUIREMENTS DICTATE DIFFERENTLY. SATURDAY WORK IS PERMITTED UPON WRITTEN REQUEST. THE STAGING OF THE WORK MAY COMMENCE 30 MINUTES PRIOR TO THE AGREED EARLIEST STARTING TIME. 18. STORAGE OF CONSTRUCTION RELATED MATERIALS, PARKING FOR CONSTRUCTION RELATED VEHICLES, ETC.. WILL BE DISCUSSED DURING THE PRECONSTRUCTION MEETING. 17. THE USE OF BUILDING WASHROOM IS NOT PERMITTED. CONTRACTOR TO PROVIDE ALL THE NECESSARY FACILITIES TO COMMENCE AND COMPLETE THE PROJECT WITHOUT INTERRUPTION OF EITHER THE SCHEDULE OR RESIDENTS. 18. THE CONTRACTOR SHALL DOCUMENT WITH LOG AND PHOTOS ALL EXISTING CONDITIONS OF AREAS TO BE IMPACTED BY THE PROPOSED SCOPE OF WORK, ESPECIALLY THOSE AREAS WHERE ALLOWANCES ARE IMPACTED. 19. THE CONTRACTOR SHALL ATTEND WEEKLY PROJECT MEETINGS BETWEEN THE CONTRACTOR, THE PROJECT ARCHITECT/ENGINEER, AND OWNER DURING THE COURSE OF THE REPAIR PROJECT. THE DATE AND TIME OF THE WEEKLY PROJECT MEETINGS WILL BE ESTABLISHED AT THE TIME THE PROJECT IS READY TO COMMENCE, BUT MAY BE DEVIATED FROM WITH THE CONSENT OF ALL PARTIES AS CONDITIONS WARRANT. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION, TEMPORARY BRACING. CONSTRUCTION TECHNIQUES AND CONSTRUCTION SEQUENCES IN CONNECTION WMTH PERFORMING THE WORK. 21. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS AT THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS AT THE JOB SITE DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 22. THE CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION TO PROTECT THE OCCUPANTS AND PUBLIC FROM INJURY DURING THE COURSE OF THE PROJECT. 23. ALL NEW MATERIAL SHALL MATCH EXISTING MATERIAL AS CLOSE AS POSSIBLE, INCLUDING COLOR, TEXTURE AND FINISH DETAILS. 24. ALL OF THE SPECIFIED REPAIR WORK SHALL BE CARRIED OUT WITHIN THE AGREED TIMEFRAME TO BE ESTABLISHED WITHIN THE CONSTRUCTION CONTRACT. 25. THE CONTRACTOR SHALL GUARANTEE ALL REPAIR WORK FOR A PERIOD OF TWO (2) YEARS AFTER THE DATE OF SUBSTANTIAL COMPLETION OF THE REPAIRS. ADDITIONAL MATERIAL WARRANTIES SHALL COMPLY WITH THE DESIGN AND CONTRACT DOCUMENTS AND MUST BE FULLY TRANSFERABLE TO THE OWNER. 26. CONTRACTOR TO INSTALL AND COORDINATE INSPECTIONS WITH ALL MANUFACTURERS' REPRESENTATIVE TO ACHIEVE A MAXIMUM AVAILABLE WARRANTY FOR ALL BUILDING MATERIALS AND COMPONENTS. 27. CONTRACTOR TO TIMELY PROCESS ALL WARRANTY PAPERWORK AND ENSURE ALL INSPECTIONS REQUIRED BY WARRANTIES ARE PERFORMED ON SCHEDULE. 28. CONTRACTOR TO MAINTAIN, DELIVER TO OWNER AT PROJECT COMPLETION, A NOTEBOOK BINDER (AND ELECTRONIC COPY OF THE SAME) CONTAINING COMPLETE RECORD AND COPIES OF ALL WARRANTIES, MSDS, REQUIRED INSPECTION REPORTS, OWNER'S MANUALS, AND ORIGINAL PRODUCT DOCUMENTATION. 29. THE CONTRACTOR MAY USE ELECTRICITY AND WATER CURRENTLY AT THE SITE IN CONJUNCTION WITH PERFORMING THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SANITARY FACILITIES AND DRINKING WATER FOR THE WORKERS DURING THE COURSE OF THE CONSTRUCTION WORK. COORDINATE SPECIFIC AREAS OF POWER SUPPLY WITH THE OWNER. 30. THE CONTRACTOR SHALL MAINTAIN THE SITE IN A CLEAN AND SAFE APPEARANCE AND MAINTAIN A CLEAN APPEARANCE OF THE SITE AT THE END OF EACH WORK DAY FOR THE SAFETY OF THE OCCUPANTS AND VISITORS. 31. ALL WORKMANSHIP SHALL BE OF THE HIGHEST FOR THE TRADE, BUT NOT LESS THAN THE MINIMUM SPECIFIED BY THE PRODUCT MANUFACTURER PUBLISHED LITERATURE. 32. UPON COMPLETION OF THE REPAIRS IN THE AREA OF WORK, THE CONTRACTOR MUST DEVELOP A PUNCH LIST OF ALL THE CORRECTION WORK, AND PROVIDE AN EXECUTED (COMPLETED) COPY TO THE OWNER. 33. A SUBSEQUENT COMBINED OWNER'S REPRESENTATIVE/ ARCHITECT/ENGINEER AND CONTRACTOR "FINAL PUNCH LIST" OF WORK ITEMS WILL BE COMPLETED AS PART OF THE PROJECT CLOSE-OUT. ALL ITEMS ON THE PUNCH LIST SHALL BE CORRECTED/REPAIRED BEFORE THE OWNER'S FINAL ACCEPTANCE OF THE WORK. 34. THE INSTALLATION OF ANY AND ALL EXTERIOR WALL ASSEMBLY MATERIALS MUST BE IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS AND REQUIREMENTS OF THE MANUFACTURERS, IN GENERAL CONFORMANCE WITH THE RECOMMENDATIONS SET FORTH BY THE GYPSUM ASSOCIATION, ASTM STANDARDS, SMACNA AND THE DESIGN DOCUMENTS. THE INSTALLATION MUST BE OF GOOD WORKMANSHIP AND MUST COMPLY WITH ANY AND ALL APPLICABLE CODE PROVISIONS. 35. REVIEW THE SITE AND NOTIFY THE ASSOCIATION REPRESENTATIVE OF ANY LANDSCAPING THAT IS IN THE WAY OF THE WORK OR WILL LIKELY BE DAMAGED DURING THE COURSE OF THE WORK. OWNER TO ARRANGE FOR REMOVAL IF DEEMED NECESSARY. 2.0 DEMOLITION - GENERAL 1. COORDINATE ALL WORK WITH THE ROOFING PROJECT. CONTRACTOR TO INFORM THE OWNER, THE PROJECT ENGINEER AND THE AFFECTED RESIDENTS OF WHEN WORK WILL COMMENCE AND BE RESPONSIBLE FOR ALL NOTICE POSTINGS. CONSTRUCTION NOTICES WILL BE POSTED A MINIMUM OF 72 HOURS IN -ADVANCE OR AT THE DIRECTION OF THE OWNER. 2. ACCESS SYSTEM (PUMP JACKS, SCAFFOLDING, ETC.) SHALL NOT INTERFERE WITH ACCESS TO AND FROM THE UNITS AND OR PATHWAYS. ACCESS SYSTEM(S) WILL BE ERECTED WITH SAFETY NETS AND IN COMPLETE COMPLIANCE WITH OSHA. 3. EXTERIOR WALL - DEMOLITION. REMOVE ALL EXISTING WINDOWS, WINDOW TRIM, SIDING (EXCEPT MASONITE PANEL SIDING AT BUILDING ENTRANCES), CORNER TRIM, FLASHING, AND WRB AS NECESSARY TO EXPOSE EXISTING EXTERIOR WALL SHEATHING. 4. EXTERIOR FIRE RATED SHEATHING - DEMOLITION. REMOVE 100% OF THE EXISTING % INCH EXTERIOR GYPSUM SHEATHING. 5. EXTERIOR SHEAR WALL PLYWOOD SHEATHING - DEMOLITION. EXAMINE THE PLYWOOD AND REPLACE ONLY AS NECESSARY, UTILIZING ALLOWANCE FIGURES. COORDINATE WITH THE OWNER AND THE PROJECT ENGINEER. ALL AREAS IN NEED OF REPLACEMENT SHALL BE PHOTO DOCUMENTED AND PRESENTED TO THE OWNER AND PROJECT ENGINEER FOR REPLACEMENT. 6. EXTERIOR DECK DEMOLITION. REMOVE ALL EXISTING GUARDRAILS, DECK WATERPROOFING, DECK SHEATHING AND DECK SOFFIT. 7. SMALL EXTERIOR WALL APPURTENANCES - DEMOLITION. REMOVE ALL EXISTING LIGHTS, VENTS COVERS, VENT LOUVERS. VENT CAPS, HOSE BIB BLOCKING, ELECTRICAL OUTLETS. UNIT SIGNAGE. 3.0 EXTERIOR CLADDING ASSEMBLY -RESTORATION 1. COORDINATE ALL WORK WITH THE COORDINATE ALL ACCESS REQUIREMENTS WITH THE OWNER, PROJECT ENGINEER AND MANAGEMENT TO ENSURE RESIDENTS ARE PROVIDED WITH ADEQUATE NOTICES. 2. REFER TO THE EXTERIOR ELEVATION PLANS PROVIDED FOR THE AREAS OF WORK. COORDINATE ALL WORK WITH OTHER TRADES INCLUDING BUT NOT LIMITED TO ROOF WORK, SHEET METAL WORK, TRAFFIC COATING, WINDOW/DOOR, GUARDRAILS, INTERIOR WORK, ETC. 3. SHOP DRAWINGS: PREPARE AND PROVIDE ACCURATE SHOP DRAWINGS FOR ALL OF THE WINDOWS AND EXTERIOR DOORS, INCLUDING TRANSITIONS TO SIDING. SHOP DRAWINGS MUST BE FORWARDED TO THE OWNER AND THE PROJECT ENGINEER FOR REVIEW AND APPROVAL. 4. SUBMITTALS: PREPARE AND PROVIDE PRODUCT AND PRODUCT INSTALLATION SUBMITTALS. SUBMITTALS MUST BE FORWARDED TO THE OWNER AND PROJECT ENGINEER FOR REVIEW AND APPROVAL. 5. REMOVE AND DISPOSE OF THE EXISTING PANEL SIDING, WEATHER BARRIERS, FLEXIBLE FLASHINGS, METAL FLASHINGS, WOOD TRIMS AND EXPOSE THE EXISTING EXTERIOR GYPSUM SHEATHING AT ALL OF THE WEATHER EXPOSED AREAS, EXCEPT AT THOSE AREAS LOCATED AT THE MAIN BUILDING ENTRIES WHICH ARE ONLY GOING TO BE PAINTED. 6. GYPSUM SHEATHING. REMOVE AND REPLACE 100% OF THE EXISTING EXTERIOR GYPSUM SHEATHING WITH NEW 5/8 INCH FIBERGLASS -FACED GYPSUM SHEATHING. NAIL THE SHEATHING USING 1.5 INCH LONG 11 GA. ROOFING NAILS, SPACED AT 8 INCH THROUGHOUT. 7. INSULATION. REMOVE AND REPLACE EXISTING INSULATION THAT HAS EVIDENCE OF ONGOING WATER INTRUSION AND DAMAGE, OR EVIDENCE OF INTERIOR CONDENSATION AND DAMAGE. EXAMINE ANY EXPOSED WALL CAVITY TO ENSURE ALL EXTERIOR WALLS ARE FULLY INSULATED WITH MIN. R=3.5 PER INCH BATT INSULATION, AND A VAPOR RETARDER INSTALLED IN THE WARM SIDE OF THE ASSEMBLY. COORDINATE WITH PROJECT ENGINEER. REPLACE IN LIKE KIND VIA THE CHANGE ORDER PROCEDURE. 8. PLYWOOD SHEATHING. WHERE APPLICABLE, EXAMINE THE '/• INCH PLYWOOD SUBSTRATE AND ONLY REPLACE THE MATERIAL THAT IS NO LONGER IN GOOD SERVICEABLE CONDITION. COORDINATE WITH THE OWNER AND THE PROJECT ENGINEER. REPLACE IN LIKE KIND VIA THE CHANGE ORDER PROCEDURE. 9. WINDOW AND EXTERIOR DOORS ROUGH OPENINGS: REFER TO SUBSEQUENT SECTIONS OF THIS SCOPE OF WORK. 10. PROVIDE AND INSTALL NEW WATER -RESISTIVE BARRIER (WRB'), FLASHINGS AND SHEET METAL TRIMS/FLASHINGS AS PER THE PROVIDED DRAWINGS. ENSURE ALL WALL PENETRATIONS ARE PROPERLY TREATED WITH AN APPROVED FLASHING SYSTEM. THE INSIDE AND OUTSIDE VERTICAL CORNERS SHALL BE REINFORCED WITH A CONTINUOUS STRIP OF 6 INCH WIDE SELF ADHERING FLEXIBLE FLASHING. INSTALL IN STRICT COMPLIANCE WITH THE PUBLISHED LITERATURE OF THE FLASHING, WRB AND SIDING MANUFACTURERS PUBLISHED LITERATURE. 11. ALL EXTERIOR VENTS COVERS, VENT LOUVERS, VENT CAPS, HOSE BIB BLOCKING (8 TOTAL), ELECTRICAL OUTLETS (1 PER PATIO / DECK). AND UNIT SIGNAGE WILL BE REMOVED AND REPLACED. ALL MAJOR EXTERIOR LIGHTING WILL BE RE -USED OVER NEW BLOCKING. REFER TO THE DETAILS FOR SPECIFIC COMPONENTS. ALL EXTERIOR PENETRATIONS WILL BE TRIMMED WITH NECESSARY FC TRIM IN 5/4 X MATERIAL WITH CHAFFERED EDGES, AS PER THE DESIGN DOCUMENTS. ALL MECHANICAL VENT COVERS SHALL BE PROVIDED WITH AN AIR DAMPER OR LOUVERS TO PREVENT BACKFLOW OF EXTERIOR AIR, AND SHALL BE FULLY TAPED TO THE EXISTING DUCTING WITH ALUMINUM FOIL HEAT RESISTANT TAPE. NOTE: METAL BOXES FOR EXISTING OUTLETS AND EXISTING LIGHT FIXTURES WILL NEED TO BE PROVIDED WITH A METAL EXTENSION TO ALLOW FOR PROPER MOUNTING OF THE FIXTURES. 12. WOOD TRIM INSIDE CORNER. ALL WOOD TRIMS SHALL BE MADE FROM TK CEDAR, IN 514X THICKNESS AS PER THE DESIGN DOCUMENTS. CORNER TRIM IS TO BE 5/4X4 INCH, AND FLOOR BANDS ARE TO BE 514X10. ALL JOINTS AND LAPS ARE TO BE SEALED WITH POLYURETHANE SEALANT. ALL HORIZONTAL JOINTS ARE TO BE WATER -CUT TO SHED WATER AWAY FROM THE BUILDING. FASTEN THE TRIM INTO THE FRAMING WITH 10D NAILS, OR WITH 3 INCH EXTERIOR COATED #10 SCREWS. ALL EXPOSED SCREWS ARE TO BE COUNTERSUNKI/8 INCH, THEN FILL WITH CAULKING AND PRIMED PRIOR TO PAINT. ALL WOOD TRIM TO BE PRE -PRIMED IN OIL-BASED PRIMER AND PAINTED WITH TWO COATS OF EXTERIOR ACRYLIC PAINT. ALL WOOD TRIM SHALL BE SPRAYED AND BACK ROLLED/BRUSHED TO ENSURE AN EVEN PAINT APPLICATION OF WOOD END GRAIN. TOENAIL OF WOOD ALONG THE VERTICAL JOINT TO TEMPORARY ENHANCE THE WOOD MATING IS ALLOWED; USE STAINLESS STEEL FINISH NAILS OR STAINLESS STEEL SIDING NAILS, 16/18 GA. 13. FC TRIM. AU, WINDOWS, SLIDING DOORS MAN AND SMALL OPENINGS SHALL BE TRIMMED WITH FC TRIMS IN 5/4X THICKNESS AS PER THE DESIGN DOCUMENTS. CORNER TRIM IS TO BE 5/4 X 4 INCH, AND FLOOR BANDS ARE TO BE 5/4 X 12. ALL JOINTS AND LAPS ARE TO BE SEALED WITH POLYURETHANE SEALANT. ALL HORIZONTAL JOINTS ARE TO BE WATER -CUT TO SHED WATER AWAY FROM THE BUILDING. FASTEN THE TRIM INTO THE FRAMING WITH 10D NAILS, OR WITH 3 INCH EXTERIOR COATED #10 SCREWS. ALL EXPOSED SCREWS ARE TO BE COUNTERSUNK1/8 INCH, THEN FILL WITH CAULKING AND PRIMED PRIOR TO PAINT. ALL FC TRIM TO BE FACTORY PRE -PRIMED AND PAINTED WITH TWO COATS OF EXTERIOR ACRYLIC PAINT. TOENAIL OF FC TRIM ALONG THE VERTICAL JOINT TO TEMPORARY ENHANCE THE FC TRIM MATING IS ALLOWED; USE STAINLESS STEEL FINISH NAILS OR STAINLESS STEEL SIDING NAILS, 16118 GA. 14. METAL FLASHINGS. PROVIDE AND INSTALL NEW 26 GA. PRE -PAINTED G90 GALVANIZED SHEET METAL FLASHINGS ON TOP OF ALL HORIZONTAL TRANSITIONS BETWEEN DISSIMILAR MATERIAL, MEASURING 6 INCH OR MORE IN WIDTH. THIS INCLUDES ALL EXTERIOR DUCT VENT COVERS, LIGHT FIXTURE BLOCKS, WINDOWS, EXTERIOR DOORS, HORIZONTAL FLOOR BANDS, TRANSITIONS TO CONCRETE FOUNDATIONS, OTHERS AS APPLICABLE. ALL FLASHING LAPS SHALL BE 2 INCH FOR FLASHING WIDTHS UP TO 6 INCHES, AND 3 INCH FOR THOSE ABOVE 6 INCHES WIDE; ALL OVERLAPS MUST BE FULLY SEALED WITH POLYURETHANE CAULKING. ALL METAL FLASHING TERMINATIONS MUST BE PROVIDED WITH FOLDED END DAMS. ALL FLASHINGS MUST BE FABRICATED AND INSTALLED TO SHED WATER AWAY FROM THE BUILDING AT 15 DEGREES SLOPE. FOLLOW THE GENERAL GUIDELINES PROVIDED BY SMACNA FOR BOTH FABRICATION AND INSTALLATION. 15. PROVIDE AND INSTALL NEW EXTERIOR CLADDING SYSTEM CONSISTING OF FIBER CEMENT LAP SIDING. PROVIDE AND INSTALL NEW 5/16 INCH THICK HARDIE PLANK IN SMOOTH FACE. CAULK ALL THE SIDING TERMINATIONS TO DISSIMILAR MATERIALS. ENSURE ALL THE FIELD CUTS ARE PRE -PRIMED PRIOR TO INSTALLATION AND CAULKING. INSTALL THE SIDING IN STRICT COMPLIANCE WITH THE PUBLISHED INSTALLATION INSTRUCTIONS OF THE MANUFACTURER, PROJECT SPECIFICATIONS AND PROJECT DRAWINGS; WHERE IN CONFLICT THE MOST STRINGENT REQUIREMENTS SHALL PREVAIL. 16. SIDING JOINTS. DETAIL ALL SIDING JOINTS WITH A BACKING PLATE, NO CAULKING. BACKING PLATE SHALL BE MADE FROM 28 GA. ALUMINUM STOCK OR 28 GA. PRE -PRIMED GALVANIZED SHEET METAL. ALL SIDING JOINTS SHALL BE 1/16 INCH WIDE OR SNUG FIT (NOT TIGHT) TO ALLOW FOR EXPANSION AND CONTRACTION OF THE SIDING. 17. ELECTRIC METER BOX "DOGHOUSES" TO BE RESIDED, TRIMMED, FLASHED, AND REROOFED. ALL CUTS TO BE FIELD PRIMED WITH APPROVED OIL PRIMER. 18. PAINT. ALL EXPOSED SURFACES ARE TO BE PRE -PRIMED AT THE FACTORY; IF SO NECESSARY DUE TO CUTS. ALL END CUTS ARE TO BE FIELD PRIMED, AND THEN PAINTED WITH MINIMUM 2 COATS OF APPROVED PAINT, PER THE COLOR SCHEME SELECTED BY THE OWNER. REFER TO THE APPROVED COLOR SCHEME RENDERING. 19. MATERIALS & MANUFACTURERS. • EXTERIOR GYPSUM SHEATHING: 5/8 INCH DENS GLASS GOLD, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. • EXTERIOR PLYWOOD SHEATHING: % INCH CDX EXTERIOR GRADE PLYWOOD, 4 PUES MINIMUM, INSTALLED PER THE GENERAL RECOMMENDATIONS OF THE AMERICAN PLYWOOD ASSOCIATION. • WRB: FORTIFIBER BUILDING SYSTEMS "JUMBO TEX' 60 MINUTE BUILDING PAPER INSTALLED IN A DOUBLE COURSE FASHION, OR OTHER SIMILAR AS APPROVED BY SUBMITTAL PROCESS. • FLEXIBLE FLASHINGS: PROTECTO WRAP BT2OXL, GRACE PRO, GRACE ULTRA, OR OTHER SIMILAR AS APPROVED BY SUBMITTAL PROCESS. • SMALL PENETRATION FLASHINGS: PREMANUFACTURED FLASHINGS BY QUICKFLASH, UQUIFLASH, OR EQUAL AS APPROVED BY SUBMITTAL PROCESS. • FC LAP SIDING: SMOOTH FACE HARDIE PRODUCTS, 5/16 INCH THICK. 7 INCH EXPOSURE OR OTHER SIMILAR AS APPROVED BY SUBMITTAL PROCESS. USE THE BLIND NAIL METHOD FOR INSTALLATION. • FC TRIM. BY JAMES HARDIE 5/4" THICK BY 4 AND BY 12 AS SHOWING ON THE DRAWINGS. INSTALL THE TRIM PER MANUFACTURER. FC LAP JOINT BACKING. 28 GA STOCK PRE -PRIMED GALVANIZED OR ALUMINUM, 4 INCH WIDE. • WOOD TRIM. CEDAR, TIGHT KNOT, KILN DRIED OR BETTER OR OTHER SIMILAR AS APPROVED BY SUBMITTAL PROCESS. • MOUNTING BLOCKS. TK CEDAR STURDI-MOUNT, OR OTHERS AS APPROVED BY SUBMITTAL PROCESS. • FASTENERS: STAINLESS STEEL, OR AS PER BEST RECOMMENDATIONS OF THE SIDING MANUFACTURER. • FINISHES: PER APPROVED NEW COLOR SCHEME. 20. INSTALL ANY AND ALL FC SIDING, FC TRIM, WOOD TRIMS, WRB, SHEET METAL TRIMS, SHEET METAL FLASHINGS, FLEXIBLE FLASHINGS AND RELATED COMPONENTS IN STRICT COMPLIANCE WITH THE INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS OF THE MANUFACTURERS, THE APPROVED DESIGN DOCUMENTS AND THE REFERENCED INDUSTRY STANDARDS. WHERE IN CONFLICT THE MOST STRINGENT REQUIREMENT SHALL PREVAIL. 21. THE INSTALLATION MUST BE OF GOOD WORKMANSHIP AND MUST COMPLY WITH ANY AND ALL APPLICABLE CODE PROVISIONS AND INSTALLATION REQUIREMENTS OF THE APPLICABLE MANUFACTURERS. 22. THE INSTALLATION OF ANY AND ALL EXTERIOR WALL ASSEMBLY MATERIALS MUST BE IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS AND REQUIREMENTS OF THE MANUFACTURERS, IN GENERAL CONFORMANCE WITH THE RECOMMENDATIONS SET FORTH BY THE GYPSUM ASSOCIATION, ASTM STANDARDS, SMACNA AND THE DESIGN DOCUMENTS. THE FINAL INSTALLATION MUST BE AT THE MINIMUM SUFFICIENT TO SECURE THE LABOR AND MATERIALS WARRANTY AS REQUIRED BY THE OWNER/ARCHITECT. THE FINAL INSTALLATION MUST BE WEATHER -PROOFED. THE INSTALLATION MUST BE OF GOOD WORKMANSHIP AND MUST COMPLY WITH ANY AND ALL APPLICABLE CODE PROVISIONS. 4.0 WINDOWS & SLIDING GLASS DOORS - REMOVAL & REPLACEMENT 1. COORDINATE ALL WORK WITH THE ROOFING PROJECT. COORDINATE ALL ACCESS REQUIREMENTS WITH THE OWNER, PROJECT ENGINEER AND MANAGEMENT TO ENSURE RESIDENTS ARE PROVIDED WITH ADEQUATE NOTICES. 2. REFER TO THE EXTERIOR ELEVATION PLANS AND WINDOW/DOOR SCHEDULE PROVIDED FOR THE AREAS OF WORK. COORDINATE WITH ROOF REPAIRS, EXTERIOR WALL REPAIRS, DECK REPAIRS, INTERIOR REPAIRS, ETC. 3. SHOP DRAWINGS: PREPARE AND PROVIDE ACCURATE SHOP DRAWINGS FOR ALL OF THE WINDOWS AND EXTERIOR DOORS, INCLUDING TRANSITIONS TO SIDING. SHOP DRAWINGS MUST BE FORWARDED TO THE OWNER AND PROJECT ENGINEER FOR REVIEW AND APPROVAL. 4. SUBMITTALS: PREPARE AND PROVIDE PRODUCT AND PRODUCT INSTALLATION SUBMITTALS. SUBMITTALS MUST BE FORWARDED TO THE OWNER AND THE PROJECT ENGINEER FOR REVIEW AND APPROVAL. 5. REMOVE AND DISPOSE OF 100% OF THE EXISTING WINDOWS, AND SLIDING GLASS DOORS LOCATED AT PATIOS AND ELEVATED DECKS. AT NO TIME SHALL THE CONTRACTOR LEAVE THE WINDOW/DOOR OPENING UNATTENDED. PROPERLY TAPE OFF THE INTERIOR OF THE WINDOW/DOOR OPENING TO PREVENT BACKFLOW OF DUSTY DEBRIS INTO THE RESIDENCE. NOTE: THE ENTRY DOORS ARE TO REMAIN AND BE FLASHED IN PLACE. 6. REMOVE AND DISPOSE OF 100% OF THE INTERIOR WINDOW UNERS (TREATMENTS) TO ALLOW FOR RECONDITIONING OF THE EXISTING WOOD FRAMING, INSTALLATION OF A NEW FLASHING SYSTEM AND INSTALLATION OF BATT INSULATION. 7. RESTORE THE EXISTING WOOD FRAMING AS NECESSARY TO PROVIDE WINDOW/DOOR MANUFACTURER'S REQUIRED CLEARANCE ALL AROUND THE NEW (OR ORIGINAL AS APPLICABLE) WINDOW/DOOR FRAMES. THE USE OF FEIN TOOLS, DREMEL TOOLS OR ROUTING TOOLS ARE HIGHLY RECOMMENDED. ENSURE THE ROUGH OPENING IS PROPERLY PROTECTED FROM AIR AND DUST INTRUSION DURING THE EXECUTION OF THE WORK 8. FLEXIBLE FLASHINGS. PROVIDED WITH FLEXIBLE FLASHINGS AS DETAILED IN THE APPROVED DESIGN DOCUMENTS. THE FLEXIBLE FLASHINGS MUST CONSIST OF BREATHABLE WATERPROOFED MEMBRANES, AND MUST BE INTEGRATED ONTO THE WRB IN A WATER SHEDDING MANNER. 9. SILL PANS. AT THE EXTERIOR DOORS (EXCEPT THE ENTRY DOORS WHICH ARE TO BE FLASHED IN PLACE), THE ROUGH OPENINGS MUST BE DETAILED WITH A METAL SILL PAN, PROPERLY INTEGRATED INTO THE REMAINING EXTERIOR WALL COMPONENTS INCLUDING THE FLEXIBLE FLASHINGS, WRB AND DECK COATINGS. 10. METAL FLASHINGS. PROVIDE AND INSTALL METAL HEAD FLASHINGS AT WINDOW AND EXTERIOR DOOR UNITS. ALL METAL FLASHING MUST BE MANUFACTURED FROM 26 GA KYNAR FACTORY PRE -PAINTED G90 GALVANIZED SHEET METAL. ALL METAL LAPS MUST BE NOT LESS THAN 2 INCHES, AND MUST BE FULLY SEALED WITH APPROVED FLEXIBLE SEALANT. ALL TERMINATIONS OF THE METAL HEAD FLASHING MUST BE PROVIDED WITH FOLDED END DAMS. 11. PROVIDE AND INSTALL NEW VINYL FRAMED WINDOWS AND SLIDING GLASS DOORS TO BEST MATCH EXISTING CONFIGURATION AND OPERATION. CONTRACTOR AND SUPPLIER TO VERIFY THE WINDOWS MEET CURRENT EGRESS REQUIREMENTS. ALL GLASS MUST BE LOW E AS PER CURRENT CITY REQUIREMENTS. ALL LOW CLEARANCE GLASS MUST BE SAFETY (TEMPERED) GLASS. U VALUES OF THE NEW WINDOW/DOOR UNITS MUST MEET CURRENT ENERGY CODE, U=0.30 (MAX.) AND SHGC=0.35 (MAX.). WINDOWS AND EXTERIOR DOORS MUST BE LABELED WITH NFRC CERTIFIED U VALUE. ALL WINDOWS AND EXTERIOR DOORS MUST BEAR AN AAMA LABEL INDICATING MANUFACTURER'S PERFORMANCE FOR STRUCTURAL AND WATER PENETRATION RESISTANCE OF NOT LESS THAN 3.0 PSF FOR FIELD TESTING (4.5 PSF MANUFACTURER IN -LAB TESTING). ALL WINDOWS AND SLIDING GLASS DOORS MUST BE VENTED UNITS AS PER EXISTING PROJECT LAYOUT. AT LEAST ONE WINDOW/DOOR MUST BE PROVIDED WITH A TRICKLE VENT AT EACH BEDROOM AND AT THE LIVING ROOM. 12. INSTALLATION, THE NEW WINDOW/DOOR UNITS MUST BE INSTALLED IN STRICT COMPLIANCE WITH PUBLISHED INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS OF THE WINDOW/DOOR MANUFACTURER INCLUDING BUT NOT LIMITED TO PLUMB, LEVEL, SQUARE, INSTALLED OVER PROPER SILL BLOCKING, PROPERLY FASTENED, PROPERLY INSULATED AT TRANSITION TO METAL FRAMING, ETC. 13. RESTORE THE INTERIOR WALL FINISHES TOLEVEL4 PERGYPSUM AS E ASSOCIATION. MATCH ORIGINAL TEXTURE FINISHES AS MUCH AS POSSIBLE. FINAL INSTALLATION ANTICIPATES TOUCHUP IN THE AREA OF WORK, CONSISTING OF ONE COAT OF LOW VOC (LOW ODOR) PRIMER. FINAL PAINT BY RESIDENT. 14. MATERIALS & MANUFACTURERS. • WINDOWS AND SLIDING GLASS DOORS WITH INSECT SCREEN. PROVIDE WINDOWS WITH TRICKLE VENTS - (1) FOR EACH BEDROOM & (1) AT EACH LIVING ROOM. MILGARD MONTECITO SERIES, OR EQUAL AS APPROVED BY SUBMITTAL PROCESS. PROVIDE COST FOR STYLE LINE SERIES AS ALTERNATE • FLEXIBLE FLASHINGS. PROTECTO WRAP BT2OXL, GRACE PRO, OR EQUAL AS APPROVED BY SUBMITTAL PROCESS. • SHEET METAL FLASHINGS. 28 GA. 090 GALVANIZED SHEET METAL WITH FACTORY APPLIED KYNAR FINISHES. COLOR AS SELECTED BY THE OWNER FROM THE STANDARD MANUFACTURER'S COLOR PALETTE. • SILL PANS. 24 GA. PRE -PRIMED (BONDERIZED) GALVANIZED SHEET METAL, WITH ALL JOINTS AND LAPS FOLDED, SOLDERED OR WELDED TO A WATERTIGHT SEAL. • SHIMS. PLASTIC SHIMS, IN A LOCATION SPECIFIED BY THE WINDOW AND DOOR MANUFACTURER. • FASTENERS. #10X2 INCH LONG FLAT HEAD WOOD SCREWS, IN A LOCATION SPECIFIED BY THE WINDOW MANUFACTURER. • CAULKING. NON SKINNING BUTYL CAULKING, IN LOCATIONS SPECIFIED BY THE DRAWINGS. SIKALASTOMER 511, OR EQUAL AS APPROVED BY SUBMITTAL PROCESS. • LIMITING DEVICES. AS PROVIDED BY THE WINDOW MANUFACTURER. 15. THE INSTALLATION OF ANY AND ALL WINDOWS AND EXTERIOR DOORS MUST BE IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS AND REQUIREMENTS OF THE MANUFACTURERS, IN GENERAL CONFORMANCE WITH THE RECOMMENDATIONS SET FORTH BY THE MMA 2400, APPLICABLE ASTM E2112 STANDARD AND SMACNA. THE INSTALLATION MUST BE OF GOOD WORKMANSHIP AND MUST COMPLY WITH ANY AND ALL APPUCABLE CODE PROVISIONS. THE FINAL WINDOW AND PATIO DOOR INSTALLATION MUST HAVE A MINIMUM OF 10 YEARS WARRANTY BY THE MANUFACTURER. THE FINAL INSTALLATION MUST BE WEATHER -PROOFED. THE INSTALLATION MUST BE OF GOOD WORKMANSHIP AND MUST COMPLY WITH ANY AND ALL APPLICABLE CODE PROVISIONS. 5.0 ELEVATED DECK ASSEMBLIES - RESTORATION 1. COORDINATE ALL ACCESS REQUIREMENTS WITH THE OWNER, PROJECT ENGINEER AND MANAGEMENT TO ENSURE RESIDENTS ARE PROVIDED WITH ADEQUATE NOTICES. 2. REFER TO THE EXTERIOR ELEVATION PLANS AND FLOOR PLANS PROVIDED FOR THE AREAS OF WORK. COORDINATE WITH ROOF REPAIRS, EXTERIOR WALL REPAIRS, WINDOW AND PATIO DOOR REPLACEMENT, ETC. 3. SHOP DRAWINGS: PREPARE AND PROVIDE ACCURATE SHOP DRAWINGS FOR ALL OF THE DECK ELEMENTS, INCLUDING METAL FLASHINGS, RAILINGS & TRANSITIONS TO SIDING. SHOP DRAWINGS MUST BE FORWARDED TO THE OWNER AND PROJECT ENGINEER FOR REVIEW AND APPROVAL. 4. SUBMITTALS: PREPARE AND PROVIDE PRODUCT AND PRODUCT INSTALLATION SUBMITTALS. SUBMITTALS MUST BE FORWARDED TO THE OWNER AND THE PROJECT ENGINEER FOR REVIEW AND APPROVAL. 5. REMOVE AND DISPOSE ALL THE EXISTING DECK WATERPROOFING, FLASHING, PLYWOOD DECK SHEATHING AND SOFFIT MATERIALS. 8. REMOVE AND DISPOSE OF THE DECK FASCIA AND TRIM MATERIAL. REMOVE AND DISPOSE OF THE METAL GUARDRAILS. 7. SOFFIT. INSTALL 5/8" EXTERIOR GYPSUM SHEATHING TO BE FIRE TAPED PER CODE FOR ALL (44) DECK SOFFITS. PROVIDE A 2 INCH WIDE VENT SCREEN ALONG THE EXTERIOR EDGE OF THE DECKS TO VENTILATE THE DECK PLENUM. TRIM OUT SOFFITS THE SOFFITS WITH 1 INCH X 2 INCH WHITE WOOD. B. CONSIDER THAT THE DECKS ARE SHEATHED WITH A SINGLE LAYER OF '% INCH PLYWOOD. REMOVE AND DISPOSE OF THE EXISTING PLYWOOD SHEATHING, TAKING CARE NOT TO DAMAGE THE UNDERLYING FRAMING AS IT WILL BE RE -USED 9. FRAMING DAMAGE. MAP OUT ALL AREAS WHERE THE FRAMING IS OBSERVED WITH DAMAGE. COORDINATE WITH THE PROJECT ENGINEER TO DETERMINE PROPER REPAIRS VIA CHANGE ORDER PROCEDURE. 10. SLOPE. MEASURE THE EXISTING SLOPE OF THE STRUCTURE TO VERIFY THAT THERE IS AN OUTWARD SLOPE OF MINIMUM OF 1/4" PER FOOT. PROVIDE SUPPLEMENTAL SLOPE TO THE EXISTING STRUCTURE AS NECESSARY TO ACHIEVE THE REQUIRED SLOPE BY RIPPING 2X MEMBERS, GLUE AND MECHANICALLY FASTENED INTO EXISTING STRUCTURE TO ACCOMPLISH A Y. INCH PER FOOT OF OUTWARD SLOPE. COORDINATE WITH THE PROJECT ENGINEER. REFER TO THE ALLOWANCE SECTION AND CHANGE ORDER PROCEDURE. COORDINATE WITH THE PROJECT ENGINEER. REFER TO THE ALLOWANCE SECTION AND CHANGE ORDER PROCEDURE. DECK SHEATHING. INSTALL NEW PLYWOOD DECK SHEATHING CONSISTING OF 1-1/8 INCH THICK T&G, EXTERIOR GRADE, EXPOSURE 1 PLYWOOD. GLUE AND NAIL THE PLYWOOD SHEATHING TO THE EXISTING FRAMING MEMBERS WITH 8D NAILS SPACED AT 6 INCHES O.C. AT THE EDGES AND 12 INCHES O.C. AT THE FIELD, OR AS NECESSARY TO COMPLY WITH THE REQUIREMENTS AND RECOMMENDATIONS OF THE DECK COATING MANUFACTURER. WHICHEVER IS MORE STRINGENT. ROUTE OR RABBET THE EDGE OF THE PLYWOOD APPROX. 1/6 INCH TO ENSURE THE EDGE METAL SITS FLUSH BELOW THE SURFACE OF THE PLYWOOD AND PONDING OF WATER IS PREVENTED. 12. INSTALL THE NEW TK CEDAR WOOD FASCIA, CONSISTING OF NOMINAL 2X12 MATERIAL, OVER A DOUBLE LAYER OF WRB. ALL JOINTS AND LAPS ARE TO BE SEALED WITH POLYURETHANE SEALANT. ALL HORIZONTAL JOINTS ARE TO BE WATER -CUT TO SHED WATER AWAY FROM THE BUILDING. FASTEN THE FASCIA INTO THE FRAMING WITH 10D NAILS, OR WITH 3 INCH EXTERIOR COATED #10 SCREWS. ALL EXPOSED SCREWS ARE TO BE COUNTERSUNKI/8 INCH, THEN FILL WITH CAULKING AND PRIMED PRIOR TO PAINT. 13. ADHESION TESTS. COORDINATE AND PROVIDE A MINIMUM OF 3 ADHESION TESTS FOR EACH OF THE ANTICIPATED METHODS OF INSTALLATION. COORDINATE WITH THE OWNER AND THE PROJECT ENGINEER FOR BOTH INITIAL APPLICATION AND THE ACTUAL TESTING. 14. SADDLE FLASHINGS. PROVIDE AND INSTALL ONE-PIECE SADDLE FLASHINGS AT DECKANALL SAVE INTERFACES TO PROPERLY INTERFACE ONTO THE WRB BUT UNDER THE NEW SIDING. SADDLE FLASHINGS TO BE FABRICATED FROM 24 GA. PRE -PRIMED GALVANIZED SHEET METAL. INTEGRATE THE SADDLE FLASHINGS ONTO THE DECK AND WALL SURFACES IN A WATER SHEDDING MANNER. 15. DECK TO WALL METAL. PROVIDE AND INSTALL DECK TO WALL METAL FLASHINGS CONSISTING OF 24 GA. PRE -PRIMED GALVANIZED SHEET METAL FLASHINGS, MEASURING 3X5 INCHES. SET THE HORIZONTAL FLANGE OF THE METAL FLASHING IN A FULL BEAD OF CAULKING COMPATIBLE WITH THE NEW WATERPROOFING COATING MATERIALS. FASTEN THE METAL AT THE HORIZONTAL FLANGE WITH 1-1)8 INCH LONG HOT -DIPPED GALVANIZED ROOFING NAILS SPACED 2 INCHES ON CENTER IN 2 STAGGERED ROWS. ALL OVERLAPS OF THE METAL SECTIONS ARE TO BE 2 INCH WIDE AND FULLY SEALED IN COMPATIBLE CAULKING. STRIP -IN THE METAL ONTO THE SILL PAN AND ONTO THE PLYWOOD DECKING WITH APPROVED REINFORCING TAPE AND BASECOAT PROCESS AS APPROVED BY THE COATING MANUFACTURER. 16. EDGE/EAVE METAL. PROVIDE AND INSTALL EDGE/EAVE METAL FLASHINGS CONSISTING OF 24 GA. G90 GALVANIZED SHEET METAL FLASHINGS WITH KYNAR FINISHES, MEASURING 3X3 INCHES WITH BUILT IN HEM AND DRIP. SET THE 11. HORIZONTAL FLANGE OF THE METAL FLASHING IN A FULL BEAD OF CAULKING COMPATIBLE WITH THE NEW WATERPROOFING COATING MATERIALS. FASTEN THE METAL AT THE HORIZONTAL FLANGE WITH 1-1/8 INCH LONG HOT -DIPPED GALVANIZED ROOFING NAILS SPACED 2 INCHES ON CENTER IN 2 STAGGERED ROWS. ALL OVERLAPS OF THE METAL SECTIONS ARE TO BE 2 INCH WIDE AND FULLY SEALED IN COMPATIBLE CAULKING. STRIP -IN THE METAL ONTO THE SILL PAN AND ONTO THE PLYWOOD DECKING WITH APPROVED REINFORCING TAPE AND BASECOAT PROCESS AS APPROVED BY THE COATING MANUFACTURER. 17. SILL PAN FLASHINGS. COORDINATE WITH PATIO DOOR INSTALLATION. 18. DECK COATING. INSTALL A NEW CLASS A DECK WATERPROOF COATING, CONSISTING OF A BASECOAT, INTERMEDIATE COAT, , TOP COAT AND ANTI -SLIPPING MATERIALS OVER THE ENTIRE HORIZONTAL DECK SURFACES TO A MINIMUM OF 60 DRY MILS (0.060 INCH). THE HORIZONTAL WATERPROOFING ASSEMBLY SHALL CONSIST OF A CONTINUOUS DECK WATERPROOFING MEMBRANE AND RELATED COMPONENTS SUCH AS METAL FLASHINGS, NECESSARY FOR A COMPLETE AND WATERPROOFED INSTALLATION. ACCESSORIES AS REQUIRED BY THE DECK COATING MANUFACTURER, INCLUDING BUT NOT LIMITED TO PRIMERS, ADHESIVES, PROTECTION BOARD, REINFORCING FABRIC, METAL FLASHINGS, SEALANTS, OTHERS. 19. RAILING/GUARDRAILS. PROVIDE AND INSTALL NEW ALUMINUM RAILING AS PER NEW PROJECT LAYOUT. NEW GUARDRAIL SHALL HAVE ALL COMPONENTS PRE-ENGINEERED. THE GUARDRAIL SHALL BE OF PICKET -STYLE, AND POWDER COATED FROM THE FACTORY IN A STANDARD COLOR AS SELECTED BY THE OWNER. THE GUARDRAILS SHALL BE MECHANICALLY FASTENED ALONG THE FASCIA OF THE DECK INTO SOLID FRAMING. COORDINATE WITH THE RAILING SECTION FOR ADDITIONAL INFORMATION. 20. MATERIALS AND MANUFACTURERS: • COATINGS: FLEXIDECK P -PD MANUFACTURED BY POLY -TUFF SYSTEMS INTERNATIONAL, OR OTHER SIMILAR FIRE RATED WATERPROOFING ASSEMBLIES AS APPROVED VIA SUBMITTAL PROCESS, COMPLETE WITH BASECOAT, BROADCAST AGGREGATE, AND FINISH COAT. MIN. 60 MILS (0.060 INCH) TOTAL THICKNESS. FINISH COAT PER NEW COLOR SCHEME, SELECTED FROM STANDARD MANUFACTURER COLORS. • SEALANTS. POLY TUFF PTS E-101, OR EQUAL AS APPROVED IN WRITING BY THE COATING MANUFACTURER. • RAILING: "INNOVATIVE' OR "STAR", 42" (BLACK OR WHITE - TBD) POWDER COATED FASCIA MOUNT ALUMINUM RAILINGS PER MANUFACTURER'S SPECIFICATION, TO MEET OR EXCEED ALL BUILDING CODE REQUIREMENTS, OR EQUAL AS APPROVED BY SUBMITTAL PROCESS. COLOR AND FINISHES PER NEW COLOR SCHEME, SELECTED FROM STANDARD MANUFACTURER COLORS. • SADDLES AND SILL PANS: MIN. 24 GA. GALVANIZED SHEET METAL, IN FINISHES NOTED ABOVE. METAL FLASHINGS. MINIMUM 24 GA. GALVANIZED SHEET METAL, IN FINISHES NOTED ABOVE. • SOFFIT. 5/B INCH THICK EXTERIOR RATED TYPE X GYPSUM SHEATHING. TAPE. MUD, PRIMED AND PAINTED PER NEW COLOR SCHEME. 21. INSTALL ANY AND ALL DECK COATING AND RELATED COMPONENTS IN STRICT COMPLIANCE WITH THE INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS OF THE MANUFACTURER, AND THE APPROVED DESIGN DOCUMENTS. WHERE IN CONFLICT THE MOST STRINGENT REQUIREMENT SHALL PREVAIL. THE FINAL INSTALLATION MUST HAVE A 5+5 MATERIAL WARRANTY (BY THE COATING MANUFACTURER) AND A 5 YEAR LABOR/WORKMANSHIP WARRANTY (BY THE COATING MANUFACTURER). 6.0 DECK RAILINGS - REPLACEMENT 1. COORDINATE ALL WORK WITH THE ROOFING PROJECT. COORDINATE ALL ACCESS REQUIREMENTS WITH THE OWNER, PROJECT ENGINEER AND MANAGEMENT TO ENSURE RESIDENTS ARE PROVIDED WITH ADEQUATE NOTICES. 2. REFER TO THE EXTERIOR ELEVATION PLANS AND FLOOR PLANS PROVIDED FOR THE AREAS OF WORK. COORDINATE WITH ROOF REPAIRS, EXTERIOR WALL REPAIRS, WINDOW AND PATIO DOOR REPLACEMENT, ETC. 3. SHOP DRAWINGS: PREPARE AND PROVIDE ACCURATE SHOP DRAWINGS FOR ALL OF THE RAILING ELEMENTS, INCLUDING TRANSITIONS TO SIDING AND DECK SUPPORTS. SHOP DRAWINGS MUST BE FORWARDED TO THE OWNER AND PROJECT ENGINEER FOR REVIEW AND APPROVAL. 4. SUBMITTALS: PREPARE AND PROVIDE PRODUCT AND PRODUCT INSTALLATION SUBMITTALS. SUBMITTALS MUST BE FORWARDED TO THE OWNER AND THE PROJECT ENGINEER FOR REVIEW AND APPROVAL. 5. FIELD MEASURE ALL DECKS TO INSURE PROPER AMOUNT OF ALUMINUM RAILING MATERIAL IS ORDERED FOR THE (44) ELEVATED DECKS. 6. LAY PROTECTION (RAM -BOARD) OVER THE ENTIRE DECK SURFACE PRIOR TO THE RAILING BEING HOISTED FROM THE GROUND. 7. REMOVE ALL EXISTING DECK RAILINGS MATERIAL AND DISPOSE OF IT. 8. PROVIDE AND INSTALL NEW FASCIA -MOUNTED ALUMINUM RAILINGS AS PER ORIGINAL PROJECT LAYOUT. 9. MATERIALS AND MANUFACTURERS • PRE-ENGINEERED AND PRE -FABRICATED "INNOVATIVE" OR 'STAR' 42" (BLACK OR WHITE) POWDER COATED FASCIA MOUNT ALUMINUM RAILINGS, IN PICKET FENCE STYLE, 42 INCH TALL, WITH °COLONIAL' OR -ROUND' TOP RAIL PROFILE. STANDARD RECTANGULAR OR SQUARE BOTTOM RAIL PROFILE. • RAILING HARDWARE, INCLUDING PLATES, SCREWS, BRACKETS, ETC: AS PROVIDED AND APPROVED IN WRITING BY THE RAILING MANUFACTURER. • ALL RAILING AND RELATED RAILING ACCESSORIES MUST BE MANUFACTURED TO MEET CURRENT CODES, INCLUDING CODE REQUIREMENTS FOR MAXIMUM SPACING BETWEEN RAILING ELEMENTS, MAXIMUM SPACING BETWEEN THE RAILING AND ADJACENT MATERIALS, HEIGHT, LATERAL LOADS, VERTICAL LOADS, OTHERS AS REQUIRED BY CODE. • COLOR: TO BE DETERMINED FROM THE STANDARD COLOR PALETTE OF THE MANUFACTURER. 10. INSTALL ANY AND ALL RAILING AND RELATED COMPONENTS IN STRICT COMPLIANCE WITH THE INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS OF THE MANUFACTURER, AND THE APPROVED DESIGN DOCUMENTS. WHERE IN CONFLICT THE MOST STRINGENT REQUIREMENT SHALL PREVAIL. THE FINAL INSTALLATION MUST HAVE A LIMITED LIFETIME MATERIAL WARRANTY IN BOTH THE COATING AND THE ALUMINUM, AS WELL AS A 2 YEAR LABORANORKMANSHIP WARRANTY BY THE RAILING INSTALLER. 7.0 SEALANTS 1. ROOF AND SHEET METAL. ALL OVERLAPS OF THE METAL FLASHINGS (EXCEPT THE STEP FLASHINGS) SHALL BE FULLY SEALED. ALL EXPOSED FASTENERS SHALL BE EITHER GASKETED WITH NEOPRENE WASHERS, OR TOPICALLY CAULKED. ALL EXPOSED POP RIVETS SHALL BE TOPICALLY CAULKED. 2. SIDING AND TRIM. AT ALL SIDING TO TRIM TRANSITIONS, TRIM TO WINDOW TRANSITIONS, SIDING TO WINDOW AND TRIM TO TRIM TRANSITIONS APPLY AN INDUSTRIAL GRADE PAINTABLE SEALANT FOR A COMPLETE EXTERIOR SEAL. 3. DECKS. ALL METAL SHALL BE SET IN MANUFACTURER'S APPROVED SEALANT. ALL METAL OVERLAPS SHALL BE FULLY SEALED WITH MANUFACTURER'S APPROVED SEALANT 4. INTERIOR. ALL INTERIOR LINERS SHALL BE DETAILED WITH A CONTINUOUS BEAD OF PAINTABLE BEAUTY CAULKING TO CREATE A NEAT AND AIR TIGHT SEAL AGAINST THE INTERIOR WINDOW FRAME AND DOOR FRAMES. 4. WINDOWS AND PATIO DOORS. NON -SKINNING SEALANT SHALL BE INSTALLED AT THE BACK SIDE OF THE NAILING FLANGES OF ALL WINDOWS AND PATIO DOORS TO PREVENT AIR INFILTRATION. 5. MATERIALS AND MANUFACTURERS: • ROOF. SONOLASTIC 150 PAINTABLE SEALANT, OR EQUAL AS APPROVED BY SUBMITTAL PROCESS. • SHEET METAL. SONOLASTIC 150 PAINTABLE SEALANT, OR EQUAL AS APPROVED BY SUBMITTAL PROCESS. • SIDING AND TRIM SEALANT. SONOLASTIC 150 PAINTABLE SEALANT, OSI QUAD ADVANCED FORMULA, OR EQUAL AS APPROVED BY SUBMITTAL PROCESS. • DECKS. POLY TUFF PTS E-101, OR EQUAL AS APPROVED IN WRITING BY THE COATING MANUFACTURER. • WINDOWS AND PATIO DOORS. SIKALASTOMER 511 BY SIKA, OR EQUAL AS APPROVED BY SUBMITTAL PROCESS. • INTERIOR SEALANT. ACRYLIC LATEX BY ALEX IN WHITE COLOR, OR EQUAL AS APPROVED BY SUBMITTAL PROCESS. 8.0 ATTIC & EXTERIOR INSULATION 1. ADD ALTERNATE: PROVIDE AND INSTALL NEW R38 RIGID INSULATION BOARD TO THOSE VAULTED CEILING AREAS THAT HAVE EXPOSED T&G DECKING. THE INSULATION SHALL BE INSTALLED OVER A CONTINUOUS VAPOR RETARDER. 2. VERIFY THAT THE 2X4 EXTERIOR WALLS ARE FULLY FILLED WITH INSULATION. PROVIDE ADDITIONAL FIBERGLASS BATT INSULATION AS NECESSARY. RECEIVED CITY OF TUKWILA PR 2 5 2017 PERMIT CENTER W O 2 PERMIT SET n a ■ (a 0 a) vision. knowledge•solutions LC) O O co O) a) 13 a) T1) Co CD V O � N O ' U) m a) UD N U) W z L CO CO SIGNED ON 4.21.2017 cn 2 0 Z 2 00 Z 0 w L.L w Z U F- 0 0 0 (N 0 DC ZS TARGETED EXTERIOR RESTORATION D CO 4.+ 0 0) D O CO Et co E0 co (O < Co U CO c N LO - SHEET NO. G-1 .1 SCOPE OF WORK AND SPECIFICATIONS DATE: 04/21/17 DIMENSIONAL PROJECT NO.: 181105 C Copyright 2017, Dimensional Building Consultants, L SCOPE OF WORK (Cont'd.) 9.0EXTERIOR GRADE CORRECTIONS 1. REFER TO ADDENDUM 003 OF THE BID DOCUMENTS. 2. COORDINATE ALL ACCESS REQUIREMENTS WITH THE OWNER, PROJECT ENGINEER AND MANAGEMENT TO ENSURE RESIDENTS ARE PROVIDED WITH ADEQUATE NOTICES. 3. GENERAL: THIS CONDITION OCCURS AT SEVERAL AREAS IN THE PROPERTY, AND GENERALLY CONSISTS OF THE EXTERIOR GRADE HAVING DEFICIENT SLOPE TOWARDS THE BUILDING, AND DEFICIENT SEPARATION BETWEEN THE GRADE AND THE BASE OF THE WALL 4. DEFICIENT GRADE SLOPE. CONDITION: THIS CONDITION OCCURS AT SEVERAL AREAS IN THE PROPERTY, AND GENERALLY CONSISTS OF THE EXTERIOR GRADE HAVING DEFICIENT SLOPE TOWARDS THE BUILDING, AND DEFICIENT SEPARATION BETWEEN THE GRADE AND THE BASE OF THE WALL, A. CORRECTION: -CONTRACTOR TO RE -GRADE THE EXISTING LANDSCAPE TO ACCOMPLISH 8 INCH SEPARATION BETWEEN THE GRADE AND THE BOTTOM OF THE SILL PLATE. -CONTRACTOR TO CREATE A SWELL WITH CENTERLINE LOCATED 2 FEET AWAY FROM THE EXTERIOR WALL. THE SWELL MUST BE SLOPED 2:12 FROM THE BUILDING WALL TO THE CENTERLINE. REFER TO THE SK AND PHOTOGRAPHS ATTACHED. -CONTRACTOR TO GRADE AROUND EXISTING PLANTS TO THE EXTENT POSSIBLE. WHERE THIS IS NOT PRACTICABLE, CONTRACTOR TO REPLACE SHRUBS WITH LIKE KIND. 5. DEFICIENT PONY WALL AT SE CORNER BUILDING E. A. CONDITION: THIS EXISTING CONDITION GENERALLY CONSISTS OF THE WOOD FRAMING NOT HAVING SUFFICIENT SEPARATION TO GRADE. THE DEFICIENT CONDITION IS EXACERBATED BY THE CONCRETE SIDEWALK AND STEPS WHICH ARE IN IMMEDIATE PROXIMITY. B. CORRECTION: -CONTRACTOR TO RE -GRADE THE EXISTING LANDSCAPE TO ACCOMPLISH 8 INCH SEPARATION BETWEEN THE GRADE AND THE BOTTOM OF THE SILL PLATE. -CONTRACTOR TO CREATE A SWELL WITH CENTERLINE LOCATED 2 FEET AWAY FROM THE EXTERIOR WALL. THE SWELL MUST BE SLOPED 2:12 FROM THE BUILDING WALL TO THE CENTERLINE. REFER TO THE SK AND PHOTOGRAPHS ATTACHED. -CONTRACTOR TO GRADE AROUND EXISTING PLANTS TO THE EXTENT POSSIBLE. WHERE THIS IS NOT PRACTICABLE, CONTRACTOR TO REPLACE SHRUBS WITH LIKE KIND. 6. DEFICIENT PONY WALL AT SE CORNER BUILDING E C. CONDITION: THIS EXISTING CONDITION GENERALLY CONSISTS OF THE WOOD FRAMING NOT HAVING SUFFICIENT SEPARATION TO GRADE. THE DEFICIENT CONDITION IS EXACERBATED BY THE CONCRETE SIDEWALK AND STEPS WHICH ARE IN IMMEDIATE PROXIMITY. D. CORRECTION: MODIFY EXISTING CONDITION PER DRAWINGS. 10.0 DUMPSTER CURB 1. REFER TO ADDENDUM 006 OF THE BID DOCUMENTS. 2. COORDINATE ALL ACCESS REQUIREMENTS WITH THE OWNER, PROJECT ENGINEER AND MANAGEMENT TO ENSURE RESIDENTS ARE PROVIDED WITH ADEQUATE NOTICES. 3. CONDITION: THE E -BUILDING DUMPSTER NEEDS TO BE PREVENTED FROM COLLIDING WITH THE BUILDING SIDING. BECAUSE THE RIGHT -SIDE CASTERS ARE FIXED AND THE LEFT -SIDE CASTERS SWING, ALLOWANCE MUST BE MADE FOR THE CONTAINERS TOP OVERHANG. I'M GUESSING THAT 18" IS ENOUGH 4. CORRECTION: CONTRACTOR TO PROVIDE AND INSTALL A CONCRETE CURB AND DOWELS AS SHOWN IN THE PLANS. THE CURB MUST BE PROVIDED OVER THE MAIN CONCRETE SLAB, AND MUST NOT BE STRADDLING THE TWO SLABS. 5. INSTALL ANY AND ALL COMPONENTS IN STRICT COMPLIANCE WITH THE INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS OF THE MANUFACTURER, AND THE APPROVED DESIGN DOCUMENTS. WHERE IN CONFLICT THE MOST STRINGENT REQUIREMENT SHALL PREVAIL. THE FINAL INSTALLATION MUST HAVE A 2 YEAR LABORNVORKMANSHIP WARRANTY BY THE INSTALLER. 11.0 EXTERIOR CARPET REPLACEMENT 1. REFER TO ADDENDUM 009 OF THE BID DOCUMENTS. 2. COORDINATE ALL ACCESS REQUIREMENTS WITH THE OWNER. PROJECT ENGINEER AND MANAGEMENT TO ENSURE RESIDENTS ARE PROVIDED WITH ADEQUATE NOTICES. 3. REFER TO THE EXTERIOR ELEVATION PLANS AND FLOOR PLANS PROVIDED FOR THE AREAS OF WORK COORDINATE WITH ROOF REPAIRS, EXTERIOR WALL REPAIRS, WINDOW AND PATIO DOOR REPLACEMENT, ETC. 4. SHOP DRAWINGS: PREPARE AND PROVIDE ACCURATE SHOP DRAWINGS FOR ALL OF THE CARPET TRANSITIONS, INCLUDING BUT NOT LIMITED TO TRANSITIONS TO SIDING, STEPS, WALLS, POSTS, AND SADDLES. SHOP DRAWINGS MUST BE FORWARDED TO THE OWNER AND PROJECT ENGINEER FOR REVIEW AND APPROVAL. 5. SUBMITTALS: PREPARE AND PROVIDE PRODUCT AND PRODUCT INSTALLATION SUBMITTALS. SUBMITTALS MUST BE FORWARDED TO THE OWNER AND THE PROJECT ENGINEER FOR REVIEW AND APPROVAL. 6. FIELD MEASURE ALL EXTERIOR ENTRY AREAS TO INSURE PROPER AMOUNT OF CARPET MATERIALS IS ORDERED. REMOVE AND DISPOSE OF ALL EXISTING EXTERIOR CARPET. EXAMINE THE SUBSTRATE AND ENSURE IT IS ACCEPTABLE FOR THE INSTALLATION OF THE NEW CARPET. 7. PROVIDE AND INSTALL NEW EXTERIOR GRADE CARPET AT ALL LANDINGS AND STAIRCASES FOR ALL EXTERIOR ACCESS TO ALL UNITS FOR BUILDING "0" AND 'E'. 8. MATERIAL SPECIFICATIONS: MANUFACTURER: HIGH ENERGY COLOR: BROWN 710 LOCAL SUPPLIER: CARPET LIQUIDATORS 9. INSTALLATION OF NEW EXTERIOR GRADE CARPET MUST BE IN GENERAL COMPLIANCE WITH THE INSTALLATION INSTRUCTIONS OF THE MANUFACTURER. 10. INSTALL ANY AND ALL COMPONENTS IN STRICT COMPLIANCE WITH THE INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS OF THE MANUFACTURER, AND THE APPROVED DESIGN DOCUMENTS. WHERE IN CONFLICT THE MOST STRINGENT REQUIREMENT SHALL PREVAIL. THE FINAL INSTALLATION MUST HAVE THE MANUFACTURER'S LIMITED WARRANTY, AND A 2 YEAR LABORNVORKMANSHIP WARRANTY BY THE INSTALLER. 12.0 SIGNAGE REPLACEMENT 1. REFER TO ADDENDUM 013 OF THE BID DOCUMENTS. 2. COORDINATE ALL ACCESS REQUIREMENTS WITH THE OWNER, PROJECT ENGINEER AND MANAGEMENT TO ENSURE RESIDENTS ARE PROVIDED WITH ADEQUATE NOTICES. 3. REFER TO THE EXTERIOR ELEVATION PLANS AND FLOOR PLANS PROVIDED FOR THE AREAS OF WORK. COORDINATE WITH ROOF REPAIRS, EXTERIOR WALL REPAIRS, WINDOW AND PATIO DOOR REPLACEMENT, ETC. 4. SHOP DRAWINGS: PREPARE AND PROVIDE ACCURATE SHOP DRAWINGS FOR ALL OF THE SIGNS WITHIN THE SCOPE OF WORK SHOP DRAWINGS MUST BE FORWARDED TO THE OWNER AND PROJECT ENGINEER FOR REVIEW AND APPROVAL. 5. SUBMITTALS: PREPARE AND PROVIDE PRODUCT AND PRODUCT INSTALLATION SUBMITTALS. SUBMITTALS MUST BE FORWARDED TO THE OWNER AND THE PROJECT ENGINEER FOR REVIEW AND APPROVAL. 6. EXAMINE THE SUBSTRATE AND ENSURE IT IS ACCEPTABLE FOR THE INSTALLATION OF THE NEW SIGNS. 7. PROVIDE AND INSTALL NEW EXTERIOR GRADE SIGNS AS SHOWN IN THE DRAWINGS, FOR BOTH BUILDING 'D' AND 'El', AS WELL AS ENTRY DOORS AND BUILDING STAIRS. 8. MATERIALS: MATERIAL: ALUMINUM COMPOSITE MATERIAL THICKNESS: %INCH SPACERS: ALUMINUM, MAX. 1 INCH FROM WALL. NOT LESS THAN 3 PINTS OF ATTACHMENT ACROSS THE INDIVIDUAL PANELS. COATING/GRAPHICS: 3M PRODUCT WITH 3M GRAFFITI AND UV COATING. DIMENSIONS: ENTRY DOORS: 3°X6' WIDE. TOTAL OF 39 NEEDED. BUILDING ENTRANCES: 18'X12' WIDE. TOTAL OF 22 NEEDED. MAIN BUILDING ID: 26' X 8 FEET WIDE. TOTAL OF 2 NEEDED. MAIN BUILDING ADDRESS: 12' X B FEET WIDE. TOTAL OF 2 NEEDED. LOCAL SUPPLIER: STUDIO 3 SIGNS 1117 NE 54TH STREET SEATTLE, WA 98107 CONTACT: MATT MARINO, 206.622.8204 8. INSTALL ANY AND ALL COMPONENTS IN STRICT COMPLIANCE WITH THE INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS OF THE MANUFACTURER, AND THE APPROVED DESIGN DOCUMENTS. WHERE IN CONFLICT THE MOST STRINGENT REQUIREMENT SHALL PREVAIL. THE FINAL INSTALLATION MUST HAVE THE MANUFACTURERS LIMITED WARRANTY, AND A 2 YEAR LABORNVORKMANSHIP WARRANTY BY THE INSTALLER. 13.0 MISCELLANEOUS ITEMS 1. COORDINATE ALL ACCESS REQUIREMENTS WITH THE OWNER, PROJECT ENGINEER AND MANAGEMENT TO ENSURE RESIDENTS ARE PROVIDED WITH ADEQUATE NOTICES. 2. REFER TO THE EXTERIOR ELEVATION PLANS AND FLOOR PLANS PROVIDED FOR THE AREAS OF WORK COORDINATE WITH ROOF REPAIRS, EXTERIOR WALL REPAIRS, WINDOW AND PATIO DOOR REPLACEMENT, ETC. 3. SHOP DRAWINGS: PREPARE AND PROVIDE ACCURATE SHOP DRAWINGS FOR ALL OF THE COMPONENTS SPECIFIED HEREIN. SHOP DRAWINGS MUST BE FORWARDED TO THE OWNER AND PROJECT ENGINEER FOR REVIEW AND APPROVAL. 4. SUBMITTALS: PREPARE AND PROVIDE PRODUCT AND PRODUCT INSTALLATION SUBMITTALS. SUBMITTALS MUST BE FORWARDED TO THE OWNER AND THE PROJECT ENGINEER FOR REVIEW AND APPROVAL. 5. UPPER DOWNSPOUT RE -CONFIGURATION. ALL UPPER DOWNSPOUTS AT OFFSET ROOFS MUST BE RECONFIGURED AS PER THE ATTACHED DRAWINGS. 6. SOUTH FIRE EXTINGUISHER CABINETS A. REMOVE AND REPLACE THE EXISTING EXTERIOR STEEL/ GLASS WALL SURFACE MOUNTED FIRE EXTINGUISHER CABINETS FOR BUILDING' D' AND 'E", LOCATED AT THE MAIN BUILDING ENTRIES, FOR A TOTAL OF 25 CABINETS. B. NEW CABINETS TO MATCH EXISTING IN DIMENSIONS, AS FOLLOWS: 24 CABINETS: 19 INCH HEIGHT. MANAGER'S OFFICE CABINET: 24 INCHES IN HEIGHT. C. EXISTING FIRE EXTINGUISHERS ARE TO BE REUSED. OWNER IS RESPONSIBLE FOR HAVING THESE UNITS MAINTAINED IN ACCORDANCE WITH FIRE MARSHALL REQUIREMENTS. ALL NEW UNITS TO BE PROVIDED WITH MANUFACTURER'S LOCKS AND KEYS. D. MATERIAL SPECIFICATIONS: MANUFACTURER: MARK SERIES FIRE EXTINGUISHER CABINETS MATERIAL: ABS TWENTY FOUR (24) ITEM PN: M J M (M1 SERIES, 19 INCHES HEIGHT) ONE(1) ITEM PN: M J M (M2 SERIES, 35 INCHES HEIGHT) COLOR: RED. E. LOCATION. NEW CABINETS TO BE SURFACE MOUNTED AT SAME LOCATION AS ORIGINAL. 7. SKYLIGHTS. ALL EXISTING SKYLIGHTS ARE TO BE CAREFULLY REMOVED AND REUSED. WHEN RE -INSTALLING, CONTRACTOR MUST CLEAN THE INTERIOR AND EXTERIOR GLASS SURFACES (USING STANDARD GLASS CLEANER AND RAGSITOWELS), AND MUST PROVIDE NEW 1 INCH WIDE GASKET (WEATHER STRIPPING) AND NEW FASTENERS. 8. DISH MOUNTING BLOCKS. A. REFER TO ADDENDUM 014 OF THE BID DOCUMENTS. B. PROVIDE AND INSTALL NEW 2X8 SPF NO.2 STRUCTURAL BLOCKING AT THE LOCATION OF BLOCKING (2 ROWS REQUIRED PER LOCATION). C. INSTALL ALL NEW EXTERIOR SHEATHING AND WRB PER CURRENT DESIGN DOCUMENTS. D. PROVIDE AND INSTALL A SECONDARY SELF -ADHERING MEMBRANE OVER THE WRB. E. PROVIDE AND INSTALL NEW 2X8, 12 INCH TALL MOUNTING BLOCKS, MADE FROM TK CEDAR, OIL-BASED PRIMED IN ALL SIDES, AND PAINTED WITH 2 COATS OF ACRYLIC PAINT PER CURRENT COLOR SCHEME. FASTEN TO THE STRUCTURAL BLOCKING WITH 4 STAINLESS STEEL SCREWS, SQUARE DRIVEN, FLUSH MOUNTED, F. PROVIDE AND INSTALL A METAL HEAD FLASHING WITH FOLDED END DAMS SIMILAR TO THE WINDOWS. G. REFER TO THE ATTACHED DRAWINGS FOR PROPOSED LOCATIONS. 9. CHIMNEY CAPS. PROVIDE AND INSTALL NEW CHIMNEY CAPS AT ALL THOSE CHIMNEYS CURRENTLY MISSING STAINLESS STEEL CAPS. NEW CAPS SHALL BE STAINLESS STEEL, PROPERLY DIMENSIONED AND UL RATED FOR USE WITHIN THE CURRENT FIREPLACES. ALL CHIMNEYS ARE TO BE PROVIDED WITH NEW STAINLESS STEEL STORM COLLAR, PROPERLY SIZED TO FIT, AND CAULKED TO PREVENT RAINWATER INTRUSION. REFER TO ADDENDUM 016 OF THE BID DOCUMENTS. 10. ENTRY HANDRAIL REPLACEMENT. A. COORDINATE ALL ACCESS REQUIREMENTS WITH THE OWNER, PROJECT ENGINEER AND MANAGEMENT TO ENSURE RESIDENTS ARE PROVIDED WITH ADEQUATE NOTICES. B. REFER TO THE EXTERIOR ELEVATION PLANS AND FLOOR PLANS PROVIDED FOR THE AREAS OF WORK COORDINATE WITH ROOF REPAIRS, EXTERIOR WALL REPAIRS, WINDOW AND PATIO DOOR REPLACEMENT, ETC. C. SHOP DRAWINGS: PREPARE AND PROVIDE ACCURATE SHOP DRAWINGS FOR ALL OF THE DECK FLASHING PROFILES, INCLUDING TRANSITIONS TO SIDING, WATER DIVERTERS AND SADDLES. SHOP DRAWINGS MUST BE FORWARDED TO THE OWNER AND PROJECT ENGINEER FOR REVIEW AND APPROVAL. D. SUBMITTALS: PREPARE AND PROVIDE PRODUCT AND PRODUCT INSTALLATION SUBMITTALS. SUBMITTALS MUST BE FORWARDED TO THE OWNER AND THE PROJECT ENGINEER FOR REVIEW AND APPROVAL. E. FIELD MEASURE ALL DECKS TO INSURE PROPER AMOUNT OF ALUMINUM RAILING MATERIAL IS ORDERED FOR THE TWELVE (12) LOCATIONS. F. REMOVE ALL EXISTING WOODEN HANDRAIL MATERIAL, HARDWARE (IF ANY) AND DISPOSE OF IT. G. PROVIDE AND INSTALL NEW CONCRETE -MOUNTED ALUMINUM HANDRAIL AS PER THE PROVIDED DESIGN DOCUMENTS, IN ORIGINAL LOCATION. H. MATERIALS AND MANUFACTURERS PRE-ENGINEERED AND PRE -FABRICATED 'INNOVATIVE' OR "STAR' 42" (BLACK OR WHITE) POWDER COATED HANDRAIL, 42 INCH TALL, WITH "COLONIAL' OR 'ROUND' TOP RAIL PROFILE. RAILING HARDWARE, INCLUDING PLATES, SCREWS, BRACKETS, ETC: AS PROVIDED AND APPROVED IN WRITING BY THE RAILING MANUFACTURER. ALL RAILING AND RELATED RAILING ACCESSORIES MUST BE MANUFACTURED TO MEET CURRENT CODES, INCLUDING CODE REQUIREMENTS FOR HEIGHT, LATERAL LOADS, VERTICAL LOADS, OTHERS AS REQUIRED BY CODE. - COLOR: TO BE DETERMINED FROM THE STANDARD COLOR PALETTE OF THE MANUFACTURER. I. INSTALL ANY AND ALL HANDRAIL AND RELATED COMPONENTS IN STRICT COMPLIANCE WITH THE INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS OF THE MANUFACTURER, AND THE APPROVED DESIGN DOCUMENTS. WHERE IN CONFLICT THE MOST STRINGENT REQUIREMENT SHALL PREVAIL. THE FINAL INSTALLATION MUST HAVE A LIMITED LIFETIME MATERIAL WARRANTY IN BOTH THE COATING AND THE ALUMINUM, AS WELL AS A 2 YEAR LABOR WORKMANSHIP WARRANTY BY THE RAILING INSTALLER. 11. ENTRY GRAB REPLACEMENT. A. COORDINATE ALL ACCESS REQUIREMENTS WITH THE OWNER, PROJECT ENGINEER AND MANAGEMENT TO ENSURE RESIDENTS ARE PROVIDED WITH ADEQUATE NOTICES. B. REFER TO THE EXTERIOR ELEVATION PLANS AND FLOOR PLANS PROVIDED FOR THE AREAS OF WORK COORDINATE WITH ROOF REPAIRS, EXTERIOR WALL REPAIRS. WINDOW AND PATIO DOOR REPLACEMENT, ETC. C. SHOP DRAWINGS: PREPARE AND PROVIDE ACCURATE SHOP DRAWINGS FOR ALL OF THE DECK FLASHING PROFILES, INCLUDING TRANSITIONS TO SIDING, WATER DIVERTERS AND SADDLES. SHOP DRAWINGS MUST BE FORWARDED TO THE OWNER AND PROJECT ENGINEER FOR REVIEW AND APPROVAL. 0. SUBMITTALS: PREPARE AND PROVIDE PRODUCT AND PRODUCT INSTALLATION SUBMITTALS. SUBMITTALS MUST BE FORWARDED TO THE OWNER AND THE PROJECT ENGINEER FOR REVIEW AND APPROVAL. E. FIELD MEASURE ALL DECKS TO INSURE PROPER AMOUNT OF GRAB MATERIAL IS ORDERED FOR THE TWELVE (12) LOCATIONS. F. REMOVE ALL EXISTING WOODEN ENTRY GRAB MATERIAL AND HARDWARE (IF ANY) AND DISPOSE OF IT. G. PROVIDE AND INSTALL NEW SIDE -MOUNTED GRABS AS PER THE PROVIDED DESIGN DOCUMENTS, IN ORIGINAL LOCATION. H. MATERIALS AND MANUFACTURERS REFER TO THE APPROVED DESIGN DOCUMENTS. COLOR: TO BE DETERMINED FROM THE STANDARD COLOR PALETTE OF THE MANUFACTURER. I. INSTALL ANY AND ALL GRAB AND RELATED COMPONENTS IN STRICT COMPLIANCE WITH THE INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS OF THE MANUFACTURER, AND THE APPROVED DESIGN DOCUMENTS. WHERE IN CONFLICT THE MOST STRINGENT REQUIREMENT SHALL PREVAIL. THE FINAL INSTALLATION MUST HAVE A LIMITED LIFETIME MATERIAL WARRANTY IN BOTH THE COATING AND THE ALUMINUM, AS WELL AS A 2 YEAR LABORNVORKMANSHIP WARRANTY BY THE RAILING INSTALLER. D11-6113 RECEIVED CITY OF TUKWILA APR 2 52017 PERMIT CENTER W Ct z I_ r ■ co cn N D vision • knowledge • solutions 125' SIGNED ON 4.21.2017 VJ 2 z 0 z 0 LLJ LIJ LLJz U F- 0 0 TARGETED EXTERIOR RESTORATION W V Z 0 J D CO 0 CO 0 COCO T E co co0) CB < CO QD N L0 = H r SHEET NO. G-1 .2 SCOPE OF WORK AND SPECIFICATIONS (CONT'D.) DATE:04/21 /17 DIMENSIONAL PROJECT NO.: 161105 NOTE: THIS DRAWING IS TO BE PLOTTED ON A SIZE 24" X 38" SHEET( SIZE D), OTHERWISE, DRAWING WILL BE OUT OF SCALE. © Copyright 2017, Dimensional Building Consultants, LLC 3RD FLOOR 2ND FLOOR 1ST FLOOR ❑❑q C TYP TYP. 13 TYP. TYPICAL DEMOLITION - NORTH ELEVATION 1/8" = 1'-0" PRPP 000 000000 000 11 I I. i D r 9 TYP. TYPICAL DEMOLITION - SOUTH ELEVATION 1/8" = 1'-0" 3RD FLOOR 2ND FLOOR ■ CEI TYP. n 1ST FLOOR (4) DEMOLITION - EAST ELEVATION 1/6" = 1'-0" TRASH ENCLOSURE -WEST SIDE OF BUILDING E LEGEND: AREA OF SCOPE OF DEMOLITION KEYNOTES (TYPICAL U.N-O.) : CO NOT USED CHIMNEY CAP REMOVE AND REPLACE PER SCOPE. LAP SIDING & TRIM REMOVE AND REPLACE PER SCOPE DECKS & GUARDRAILS REMOVE AND REPLACE PER SCOPE. SPECIFICATION TO BE DETERMINED. (5) RECESSED ENTRIES REMOVE AND REINSTALL STAIR GUARD AS REQUIRED TO INSTALL NEW ENTRY CARPET. ® NOT USED WINDOWS REMOVE AND REPLACE PER SCOPE. ® SLIDING GLASS DOORS REMOVE AND REPLACE PER SCOPE. (9> MECHANICAL BATHROOM AND DRYER VENT HOODS REMOVE AND REPLACE PER SCOPE. VERIFY QUANTITY. (10) NOT USED. 17 DOWNSPOUTS/LEADERS REMOVE AND REPLACE PER SCOPE. 12 NOT USED. ELECTRICAL DOGHOUSES REMOVE AND REPLACE PER SCOPE. REUSE EXISTING STRUCTURE AS NECESSARY TO INSTALL NEW SIDING AND DOORS. SIGNAGE REMOVE ALL UNIT NUMBERS AND BUILDING ADDRESS AND REPLACE WITH ACRYLIC BASED , UV RAY -RESISTANT MATERIAL APPLICATION, TYP. TRASH ENCLOSURE SEE SCOPE OF WORK OPTION TO MODIFY EXISTING TRASH - SEE PHOTO OF EXISTING CONDITION, 3 /D-1.1. ADDENDUM 3 - GRADE CONDITIONS CLARIFICATIONS ITEM' A' SEE ADDENDUM 3 FOR DEFICIENT GRADE SLOPE AND THE PROPER CORRECTION. 17 ADDENDUM 3 - GRADE CONDITIONS CLARIFICATION ITEM 'B' SEE ADDENDUM 3 FOR DEFICIENT CONCRETE PONY WALL AND THE PROPER CORRECTION _: SE CORNER BUILDING E. LU O z 04/21/17 PERMIT SET ■ O cn N D J J U) C N C 0 0) C co W vision. knowledge • solutions to O O co O) a) a) u) GO Co so Nr O ,A co L. N ' 3 ▪ N W a)z t N co co SIGNED ON 4.21.2017 DEMOLITION - WEST ELEVATION 118" = 1'-0" D17-tils RECEIVED CITY OF TUKWILA APR 2 5 2017 PERMIT CENTER co D Z O 2 cc O 0 0 H zw o �W ft 0 LLI O uS > rILii Z1 I—w co 0 Eea Z U I— _ m� z Ui 2 ca - 0 Ct < rCO I - SHEET NO. D-1 .1 ffUILDIN E DEMOLITION - NORTH, EAST & WEST ELEVATIONS DATE:04/21/17 DIMENSIONAL PROJECT NO.: 161105 NOTE THIS DRAWING IS TO BE PLOTTED ON A SIZE 24' X 36" SHEET( SIZE D), OTHERWISE, DRAWING WILL BE OUT OF SCALE. © Copyright 2017, Dimensional Building Consultants, LLC UNIT 101 C I UNIT 102 B It� _�_w� I. 1 I I. UNIT I 103 A i. UNIT 104 B alae" 105 IWLIT 100 BUILDING E - GROUND FLOOR PLAN / 1/18" =1'-0" 107 B 1008 A UNIT 109 B I LINT 301 201 C Ala 302 302 202 B UNIT 303 203 A 304 204 B UNIT 305 205 A UNIT 300 206 C A`, BUILDING E - UPPER FLOOR PLAN 1/18" = 1'-0° UNIT 307 207 B 1� 300 203 u) w 0 z PERMIT SET r -- UNIT UNIT 303 203 B KEYNOTES: REMOVE AND DISPOSE OF ALL EXISTING EXTERIOR CARPET. EXAMINE THE SUBSTRATE AND ENSURE IT IS ACCEPTABLE FOR THE INSTALLATION OF THE NEW CARPET. NEW CARPET: .i.°i°ii� -MANUFACTURER: HIGH ENERGY -COLOR: BROWN 710 -LOCAL SUPPLIER: CARPET LIQUIDATOR • RECEIVED CITY OF TUKWILA APR 252017 PERMIT CENTER • ■ co a) D vision. knowledge •solutions LtD O O co co ai MMa) W '^ W 0 O r N O 1 03 in N a t W z a) Q N_ N (O SIGNED ON 4.21.2017 vJ Z 0 0 z 0 Lu w z 0 H ``0^ vJ Z 0 H Q 0 fH v / 0 H X 0 H 0 H W z 0 J D W SHEET NO. -C O Ct aco coa) (t¢ C� ai co LO r D-1 .2 EXTERIOR CARPET DATE: 04/21/17 DIMENSIONAL PROJECT NO.: 161105 -1 J J .N. C a C C 0 U rn C -o z 0 N C E 0 N- r 0 N L a) 0.0. 0 0 0 UNIT 301 201 101 II! k UNIT 302 202 102 UNIT 303 209 103 15280 BUILDING E O 6 UNIT 907 207 107 4 UNIT 308 208 108 UNIT 304 204 104 II U H UNIT 305 205 105 UNIT 306 206 106 H I L FIRE EXTINGUISER CABINETS @ SINGAGE 1/16" = 1'-0" SWIMMING POOL 101'. N Oa 0 TYP UNIT ENTRANCE SIGNAGE 1l2" = 1'-0'• TYP. BUILDING ENTRANCE SIGNAGE 1/4" = 1:-D" KEYNOTES: FE FIRE EXTINGUISHER CABINETS • REMOVAL, DISPOSAL AND INSTALLATION OF NEW WALL SURFACE MOUNTED FIRE EXTINGUISHER CABINETS FOR BUILDING "E (2) FIRE EXTINGUISHERS CABINETS PER STAIRCASE UNITS MAIN ENTRY = TOTAL (10) FIRE EXTINGUISHERS CABINETS. a. REMOVE EXISTING EXTERIOR STEEL/ GLASS WALL SURFACE MOUNTED FIRE EXTINGUISHER CABINETS ON BUILDING "E" FOR A TOTAL OF 10 CABINETS. . NEW CABINETS TO MATCH EXISTING IN DIMENSIONS, AS FOLLOWS: - 10 CABINETS: 19 INCH HEIGHT. - MANAGER'S OFFICE CABINET: 24 INCHES IN HEIGHT. c. ALL EXISTING FIRE EXTINGUISHERS ARE TO BE REUSED. OWNER IS RESPONSIBLE FOR HAVING THESE UNITS MAINTAINED IN ACCORDANCE WITH FIRE MARSHALL REQUIREMENTS. ALL NEW UNITS TO BE PROVIDED WITH MANUFACTURER'S LOCKS AND KEYS. tl. MATERIAL SPECIFICATIONS: - MANUFACTURER: MARK SERIES FIRE EXTINGUISHER CABINETS - MATERIAL: ABS - TEN (10) ITEM PN: M J M (M1 SERIES. 19 INCHES HEIGHT) - ONE(1) ITEM PN: M J M (M2 SERIES, 35 INCHES HEIGHT) - COLOR: RED. LOCATION. LOCATE NEW CABINETS IN SAME LOCATION AS EXISTING SIGNAGE: REPLACEMENT OF THE EXISTING SIGNAGE AT THE FOLLOWING LOCATIONS: - MATERIAL: ALUMINUM COMPOSITE MATERIAL - THICKNESS: V. INCH SPACERS: ALUMINUM, MAX. 1 INCH FROM WALL. NOT LESS THAN 3 PINTS OF ATTACHMENT ACROSS THE INDIVIDUAL PANELS. COATING/GRAPHICS: 3M PRODUCT WITH 3M GRAFFITI AND UV COATING. - DIMENSIONS: -ENTRY DOORS: 3"X6° WIDE. TOTAL OF 27 NEEDED. -BUILDING ENTRANCES: 18"X12" WIDE. TOTAL OF 9 NEEDED -MAIN BUILDING ADDRESS (SEE ELEVATIONS FOR DIM): TOTAL OF 1 NEEDED. O 15280 MACADAM RD. SOUTH MAIN BUILDING ADDRESSW © E BUILDING • NOT USED D 301 D 201 D 101 O 101 BUILDING ENTRANCES ENTRY DOOR BUILDING NAME FOR RECEIVED CITY OF TUKWILA APR 2 5 2011 PERMIT CENTER W I— O z I— r CO C c c0 C 0 al:O c.) D7 001 m vision • knowledge • solutions 0 0 r N 0 ' V - m N 7 t W a w 0 (V (D N 0 SIGNED ON 4.21.2017 0, N a tn z_ 2 0 z 0 w LL w z U H 0 C) TARGETED EXTERIOR RESTORATION W_c 0 Zoz NNO co co as rn J coQ �a COco 1-I- SHEET NO. D-1 .3 FIRE EXTINGUISER - SIGNAGE DATE:04/21/17 DIMENSIONAL PROJECT NO.: 161105 © Copyright 2017, Dimensional Building Consultants, LLC BUILDING E - UPPER FLOOR PLAN • J 3132" =1'.0" - EXISTING DECK (±51 SQ.FT.) WITH NEW I RAILING, SEE SCOPE OF WORK FOR / REPAIRS, TYP. UNIT 301 201 C 81-0", V-0', 8'-8" TYP. TYP. UNIT 101 C 1 18'-6' • UNIT 302 202 B UNIT 303 203 UNIT 304 204 A B EXISTING STAIR WITH CARPET, SEE SCOPE OF WORK FOR REPAIRS, TYP. 8 BUILDING E - GROUND FLOOR PLAN 44110 3/32" = V-0' \A, UNIT 102 B 2 / WP -2.1 1T-0", TYP. 33'-0" UNIT 103 UNIT 305 205 A EXISTING MASONITE PANEL, SEE SCOPE OF WORK OPTIONS, TYP. EXISTING CONCRETE j PATIO, t 50 SQ.FT., TYP. UNIT 104 A B r UNIT 308 208 C UNIT 105 LU 0" 33'-0" --- PAINT ENTRY WALLS, DOORS AND CEILING, COLOR AND SHEEN TO BE DETERMINED, TYP. - EXISTING ELECTRICAL DOGHOUSE WITH NEW, ROOF, SIDING AND DOOR - FRAMING TO REMAIN, SEE DETAIL 10 811 / WP -4.3 1 / WP -2.1 A UNIT 106 0 a C UNIT 307 207 B n UNIT 308 208 r IN M 8'-6" 8'-0" 8'-0" 8,-0" 33'-2" 11'-6" 21-6" UNIT 107 B A UNIT 309 209 B 17'-0" 4,-0" UNIT 108 A UNIT 109 B It 33'-0" KEYNOTES: 0) W I -- z 04/21/17 PERMIT SET AT THE LANDSCAPING IN FRONT OF BUILDING (FULL LENGTH OF THIS WALL), PROVIDE SWALE TO KEEP WATER FROM THE FACE OF THE BUILDING, FIELD VERIFY. 15'-4" EXISTING TRASH ENCLOSURE, SEE SCOPE OF WORK TYP EXISTING CHAIN-LINK GATE TO REMAIN 1 kip; itAW;t: • ra RECEIVED CITY OF TUKWILA APR 252017 PERMIT CENTER • io 0 a) D J J (n -4--Ci Is C O a) C -a z vision • knowledge • solutions (D 0 • O U) O N SIGNED ON 4.21.2017 2 Z 2 0 0 z 0 W z 0 F- 0 0 co 0 Q 0 (.0 CC 0C N 1_I_ H X C H LL H SHEET NO. W z 0 J D CO a o co co E c7) as 0) -oU co CONi -se in '— WP -1.1 BUILDING E - FLOOR PLAN DATE: 04/21/17 DIMENSIONAL PROJECT NO.: 161105 © Copyright 2017, Dimensional Building Consultants, LLC BUILDING E NORTH ELEVATION TYP. 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1 PP ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 0 0 0 ❑❑ I� Io m TYP. 11 1 11 11 n 11 11 1 an1niumt O O O O 0 0 0 / 8 WP -5.J TVP. �2� BUILDING E SOUTH ELEVATION C9"8" = 1 0" EQ EQ 3RD FLOOR 2ND FLOOR 1ST FLOOR ' ❑ ❑ ❑ 12 N - IN r■.r■ TYP. TYP. LL p 1 O 9 )TYP. 0 TMP. x-33, TYP. TYP., SIM. 11fl1—III IIIIIIIIIIIIIIIIIIII IIIIIIIIII O O O TYP. f1111NIN1MMIIII♦1MB1 - - - - MMEN - - - - MEME 1 I IIIIIIIIII (IIIIIIIIII 11111111111111111 IIIIIIIIIIIIIIIIIIII kJ 1 111111111111111111 10 TYP. O 1 S-1.0 13 3RD FLOOR 2ND FLOOR 1ST FLOOR LEGEND: NEW HARDI-PANEL LAP SIDING ▪ WINDOW/ DOOR, SEE SCHEDULE AND LEGEND 2 / WP -3.3 GENERAL NOTES: 1. FOR MORE INFORMATION ABOUT TYPICAL SIDING BUTT JOINT (NOT SHOWN), SEE DETAIL 3IWP-3.1. 2. INSTALL NEW DOWNSPOUTS AT PREVIOUS LOCATIONS. FOR ATTACHMENT , SEE DETAIL 6 / WP -3.2, TYP. 3. FOR TYPICAL INSIDE CORNER TRIM INSTALLATION, SEE DETAIL 7/WP-3.1. 4. FOR TYPICAL FLASHING INSTALLATION PIPE PENETRATION, SEE DETAIL 2/WP-3.1. W O Z 5. FOR TYPICAL FIXTURE BLOCK FLASHING INSTALLATION, SEE DETAIL 2/WP-3.2. 6. FOR TYPICAL DUCT PENETRATION FLASHING INSTALLATION, SEE DETAIL 5 / WP -3.2 . 7. PROVIDE NEW WINDOWS THROUGHOUT. t PROVIDE NEW ASPHALT SHINGLE ROOFING THROUGHOUT. 9. PROVIDE NEW EXTERIOR WALL VENT COVERS. SEE DETAIL 5ANP-3.2 KEYNOTES: TYP. 1 ( (1o)TYP. BUILDING E WEST ELEVATION 1/8" =1'-D' �4BUILDING E WEST ELEVATION - MIDWAY 118" = 1'-0" 3RD FLOOR INSTALL NEW SHEATHING AND SIDING. FOR TYPICAL WALL ASSEMBLY, SEE DETAIL 1 I WP -3.1. NOT USED FOR TYPICAL DECK REPAIR ASSEMBLY, SEE 1 / WP -4.1 AND 12 / WP -4 1 (4) PROVIDE NEW METAL COPING _ EXISTING PARAPET. U 18 PAINT FOUNDATION WALL SIMILAR TO ADJACENT SIDING, TYP. NOT USED NOT USED, PAINT EXISTING POSTS AND TRIMS n STAIRS, SEE OF SCOPE OF WORK. EXISTING STAIRCASE BEHIND NOT IN SCOPE (NOT SHOWN FOR CLARITY), TYP. PROVIDE NEW 5/4' X 12" HIGH HARDIE TRIM BELLY BAND. PROVIDE NEW SIDING , TRIM AND ROOF - ELECTRICAL DOGHOUSES. PROVIDE NEW HINGED DOUBLE DOOR MADE OUT OF CEMENTITIOUS PANEL SIDING MATERIAL, SEE 10 & 11 / WP -4.3 NEW CHIMNEY CAP AS NEEDED, PROVIDE COST FOR REPLACING ALL CHIMNEY CAPS THROUGHOUT THE BUILDING. PROVIDE SADDLE FLASHING AT CORNER TRANSITION EXISTING TRASH ENCLOSURE WITH NEW FIBER CEMENT SIDING OVERLAY PER SCOPE. NEW DOWNSPOUT EXISTING CONFIGURATION, SEE SCOPE OF WORK - SECTION 3.0, ITEM 24, TYP. EXTERIOR VENT COVERS, SEE 5 / WP -3.2 FOR FLASHING. 17 PROVIDE BUILDING STREET NAME AND NUMBER WITH BUILDING IDENTIFICATION USING ACRYLIC BASED, UV RAY - RESISTANT MATERIAL APPLICATION. SEE SHEET D-1.3 FOR SIGNAGE SIZE (18) PROVIDE (2) UNIT CLUSTER IDENTIFICATION FOR EACH GROUP OF CONDOMINIUM UNITS AT PRESENT SIGNAGE LOCATION USING ACRYLIC BASED, UV RAY - RESISTANT MATERIAL APPLICATION. SEE SHEET D-1.3 FOR SIGNAGE SIZE 1. LOCATION OF NEW 8X12 H DISH MOUNTING BLOCK (20 TEMPORARY DISLODGE EXISTING GUARDRAILS AND REINSTALL AS REQUIRED IN ORDER TO INSTALL NEW CARPETS. 2ND FLOOR 1ST FLOOR BUILDING E EAST ELEVATION 1/8" = 1' 0" 10 TYP. PERMIT CENTER RFCEIV D CITY OF TUKWILA APR 252017 ■ cn D J J ui c c>3 0) c 0 0 a) c D m vision. knowledge • solutions O O 00 aa)) 7 4) 0) CO CO � C V of r 'n a) N W Z w O N CO (V O SIGNED ON 4.21.2017 0 N rc 0 = 0 ZQ 2 cc 00 Ok- Z owW 0 flh w w J bU F- I-Cw7- ai am co 0 CO I- rI- SHEET NO. WP -2.1 BUILDING E NORTH, SOUTH, EAST & WEST ELEVATIONS DATE:04/21/17 DIMENSIONAL PROJECT NO.: 161105 NOTE: THIS DRAWING IS TO BE PLOTTED ON A SIZE 24" X 36" SHEET( SIZE D), OTHERWISE, DRAWING WILL BE OUT OF SCALE. © Copyright 2017, Dimensional Building Consultants, LLC t — -1- /t` SIDING PER ELEVATIONS _..--- WRB OVER FLASHING A 26 GA BONDERIZED 6"X 1" SHEET METAL FLASHING OVER A CONTINUOUS BED OF SEALANT - FASTEN @ EA. STUD LOCATION LAP PER DETAIL 3 JWP -3.2 150 LIQUID APPLIED HEM WATERPROOFING FLASHING 7 -Th' FLASHING AT HARDSCAPE INTERIOR \ \••••\ \\\\\•••1••111 LAP 2 LAYERS WRB WRAP CONT. 6" WIDE SELF -ADHERED FLASHING — SEALANT -• EXISTING PILASTER TYP. INSIDE CORNER @ EXISTING PILASTER c8 WATER RESISTIVE BARRIER DECAY / CORROSION RESISTANT JOINT FLASHING TO EXTEND OVER THE TOP OF THE LOWER SIDING PANEL AND UNDER EITHER SIDE OF THE BUTT JOINT LAP SIDING, INSTALL FACTORY FINISHED EDGES TOGETHER AT BUTT JOINTS. NOTE: SIDING FASTENERS I PER SIDING MANUFACTURER INSTRUCTIONS ._._I SIDING BUTT JOINT DETAIL 3" = 1'0" SIDING PER ELEVATIONS LAP 2 LAYERS WRB OVER CORNER 12" EACH SIDE ------ SEALANT, BOTH SIDES 2X2 CONTINUOUS TRIM WRAP CONT. 12" WIDE SELF -ADHERED FLASHING 6" EACH SIDE OF WALL INTERIOR TYP. INSIDE CORNER TRIM 6" =1,_0„ West Wall Narrow Slab Fenc 4-12°-4' b i N Main Slab 6" #5 REBAR DOWELLS @ 24" O.C. SET IN EPDXY 240" /1-01 CONCRETE CURB STOPPER N.T.S. H J r ((( (✓ // TYP. PIPE PENETRATION K2y „icon LIQUID APPLIED FLASHING WI REINFORCING MESH Z 2 m WRB QUICKFLASH, TUCKED UNDER WRB AT TOP SEALANT AT PERIMETER OF PENETRATION QUICKFLASH, OVER WRB AT BOTTOM SHEATHING SIDING PER ELEVATIONS WRB 2 LAYERS OF WRB SIDING PER ELEVATIONS r< / \ , I TYP. WALL ASSEMBLY 6" = 1'-0„ 6" WIDE SECTION OF SELF -ADHERING MEMBRANE ADHERE 3" ONTO SHEATHING AND 3" ONTO METAL STARTER STRIP 26 GA BONDERIZED SHEET METAL FLASHING FASTEN @ EA. STUD LOCATION, SEE LAP PER DETAIL 3 / WP -3.2 1 FINISH GRADE SIDING TO CONCRETE WALL 3" = 11-0" Q G Ca v AA A T WRB OVER FLASHNG — SIDING PER ELEVATION w a� // 3" yF� INTERIOR 1 LAP (2) LAYERS OF WRB OVER CORNER 12" EACH SIDE ,A\/' \ iVVV\VWS111iVVVUT]111Nll\A11\1 - 11UV.UVUi6?Yl)11�J 0 1 (E) STUD WALL & INSULATION SHEATHING (2) LAYERS OF WATER RESISTANT BARRIER (W.R.B.) SIDING PER ELEVATION - --- WRAP 12" CONTINUOUS SELF -ADHERING FLASHING 6" EACH SIDE OF WALL OVER WRB 1 SIDING PER ELEVATIONS —� CONTINUOUS BEAD OF -- SEALANT 26 GA BONDERIZED METAL FLASHING OVER A CONTINUOUS BED OF SEALANT - FASTEN STUD LOCATION, LAP PER DETAIL 3 / WP -3.2 CEDAR SHIM, SLOPE 1" :12" MIN. • CONTINOUS BEAD OF SEALANT X 4 HARDIE CORNER TRIM, TYP PER MANUFAC. TYP. OUTSIDE CORNER TRIM 6" =1'-0" --- P . BLOCKING ATTACHED TO TOP OF EXISTING FOUNDATION WALL WITH EXPANSION BOLTS @ 18" O.C., STAGGERED 6 EXISTING FOUNDATION WALL C FLASHING @ WEST END FOUND. BLDG D #10 X 1-1/2" PANCAKE HEAD SCREWS © 6" O.C. 22 GA S. STL. CONTINUOUS METAL CLIP EXISTING FOUNDATION WALL F -7 -CF FILA '.D FOR • RECEIVED CITY OF TUKWILA APR 252017 PERMIT CENTER 6115 I_ n co J J U) C 0 CCu U) C O 0) C I, vision. knowledge •solutions In O O 00 o) 5 C) N T.) co O r N O ' r If) w '. • N "4. w z Q L O N r O N O SIGNED ON 4.21.2017 cn 2 Z D O Z I— ce O 0 H Z V) O W ct W 0 I..V N I..L H w X H W Z0 wW U 2 W D O Q CO H W V Z 0 J D CO SHEET NO. 45 0 co w co E ca O) cca C co WP -3.1 CLADDING DETAILS DATE:04/21/17 DIMENSIONAL PROJECT NO.: 161105 NOTE: THIS DRAWING IS TO BE PLOTTED ON A SIZE 24" X 36" SHEET( SIZE D), OTHERWISE, DRAWING WILL BE OUT OF SCALE. 7. FIELD W.R.B. AT HEAD COORDINATE DEPTH WITH '.\ CLADDING SYSTEM STEP FOUR - �`- INSTALLHEAD WRB & SHROUD _6. APPLY SAF TO W.R.B. TARGET FLASHING AND TO FIELD W.R.B. AT JAMBS AND SILLS. (TYP,) FLANGE 3. INSTALL DIAGRAM FULLY. SOLDERED METAL VENT FLANGE ----I SLOPE 10° TO DRAIN 3. T. 9* W.R.B. TARGET FLASHING Mio, . � , N. ....a., INSTALL \k GASKETED SCREWS STEP THREE (ENLARGED) - LAP FIELD WRB OVER SELF-ADHESIVE FLASHINGS. INSTALL PER -MANUFACTURED MECHANICAL VENT COVER -4. APPLY 6" STRIPS OF SAF. OVER THE FLANGE ONTO W.R.B. TARGET FLASHING 5. FIELD W.R.B. TUCKED UNDER W.R.B. TARGET FLASHING AT SILL AND JAMBS VENT FLASHING SEQUENCE - ISOMETRIC 1 1/2" =1'-0" CONTINUOUS BEAD OF SEALANT BEHIND 9+ 1. INSTALL W.R.B TARGET FLASHING STEP ONE - INSTALL TARGET FLASHING STEP TWO - INSTALL FLANGE & SELF-ADHESIVE FLASHING 2. CUT HOLE FOR DUCT TYP. SHEET METAL FLASHING OVERLAP -APPLY (2) CONT. BEADS OF POLYURETHANE SEALANT 7/4, TYP. SHEET METAL FLASHING OVERLAP 3" =1'-0" 0 W Ein SIDING PER ELEVATIONS LAP FIELD W.R.B. (2 LAYERS) OVER TARGET W.R.B. & HEAD FLASHING STARTER STRIP - -- 24 GA. PRE -FINISHED HEAD FLASHING 4. WITH FOLDED END DAMS. FABRICATE PER DIAGRAM & SET INTO SEALANT 2 -PIECE LIGHT BLOCK TRIM. SLOPE TOP AND PAINT PER ARCHITECT SLOPE AS 1REQ'D `1" W/ HEM CONTINUOUS SELF-ADHESIVE UNDERLAYMENT BEHIND TRIM BLOCK - SEALANT AND C.C. BACKER ROD AROUND J -BOX APPLY SEALANT AT WIRE PENETRATION C) p NOTE: FOR FLASHING & MOUNTING BLOCK INSTALLATION SEQUENCE, SEE DETAIL 2 / WP -3.2. BLOCK ISO. W/ SCARF CUT - SEAL WITH POLYURETHANE ---- 3 - SIDED SEALANT --- W.R.B. TARGET FLASHING TO EXTEND 9" FROM EDGES OF J -BOX EXTENSION TUCK (2) LAYERS FIELD W.R.B. UNDER TARGET W.R.B. AND TAPE LAP JOINTS FIXTURE BLOCK FLASHING 3" =1'-0" BUTYL SLEEVE -- AROUND SCREWS LTYP. WALL ASSEMBLY SEE DETAIL 1/WP-3.1 CORROSIVE -RESISTANT #10X1-1/2" HEX -HEAD SCREWS WITH NEOPRENE WASHERS. PRE -DRILL UNDERSIZED HOLES AND INJECT WITH BUTYL SEALANT PRIOR TO INSTALLATION PRE -FINISHED METAL GUTTER STRAP, MIN. 26 GA. PREMANUFACTURED MOUNT BLOCK 9• 2. CUT HOLE/ FOR DUCT -I 1. INSTALL PAPER'. TARGET FLASHING 3. APPLY 6" BOTTOM STRIPS OF S.A.F. ONTO PAPER TARGET FLASHING 4. INSTALL MOUNT BLOCK 5.APPLY (2) 6" SIDE STRIPS OF S.A.F. OVER THE BOTTOM STRIP 6. APPLY 6" TOP STRIPS OF SAF. OVER THE (2) SIDE STRIPS STRIP 7. INSTALL WEATHER RESISTIVE BARRIER (NOT SHOWN) PROPERLY LAPPED ONTO TARGET FLASHING MOUNTING BLOCK INSTALLATION SEQUENCE 1 1/2" =1'-0" `- NEW 2"X3" ALUMINUM DOWNSPOUT KDOWNSPOUT ATTACHMENT I � 6„ =1,_0„ b_ O >34 U- - Occ W U 0 0 w — �y1W aU Z O LL 63 2 w.5 a0- . - SIDING PER ELEVATIONS - LAP FIELD WRB (2 LAYERS) OVER 6" SELF-ADHESIVE MEMBRANE OVER VENT FLANGE & TARGET WRB - 3" FLANGE OF SOLDERED GALV. VENT FLANGE - PREFINISHED METAL VENT SHROUD 2" SLOPE TOP OF SHROUD AND CONNECT TO FLANGE WITH GASKETED FASTENERS - HINGED VENT OR PLASTIC FLAPPER STYLE DAMPER. SIZE 1" LARGER DIA. OF EXISTING DUCT NOTE: FOR FLASHING INSTALLATION SEQUENCE, SEE DETAIL 4/ WP -3.2 --- PROVIDE HEMMED DRIP EDGES — PROVIDE SEALANT ON 3 SIDES -- CONTINUOUS FOIL TAPE SEALANT AROUND VENT PIPE - SEAL FLANGE OVER W.R.B. WITH SELF-ADHESIVE FLASHING TUCK (2) LAYERS FIELD W.R.B. UNDER TARGET W.R.B. AND TAPE LAP JOINTS WALL PENETRATION FLASHING 3" = 1'-0" RECEIVED CITY OF TUKWILA APR 252017 PERMIT CENTER PrV6115 Building Consultants, LLC vision. knowledge • solutions LC) O O co O) Q) > O) 0) m UJ O r N O ' Ln op in V 5 N CD 'Itz Q L O N CO N CO SIGNED ON 4.21.2017 D SOUTH CENTER VIEW CONDOMIN TARGETED EXTERIOR RESTORATION SHEET NO. L 0 (t3 O OO CC 00 co 0) ('3 Q U CB co CN -Y r WP -3.2 CLADDING DETAILS DATE:04/21/17 DIMENSIONAL PROJECT NO.: 161105 NOTE: THIS DRAWING IS TO BE PLOTTED ON A SIZE 24" X 38" SHEET( SIZE D), OTHERWISE, DRAWING WILL BE OUT OF SCAL © Copyright 2017, Dimensional Building Consultants, LLC INSTALL SELF -ADHERING FLASHING OVER JAMB FLASHING STEP 7 4" MIN. INSTALL 4" WIDE SELF -ADHERING FLASHING OVER NAILING FLANGE, SET ON CONTINUOUS BEAD OF BUTYL SEALANT WINDOW FLASHING SEQUENCE 3/8" = 1'-0" STEP 6 0 4" MIN. iz 5 J 9" MIN. INSTALL WINDOWS - SET NAILING FLANGES ON BUTYL SEALANT © JAMBS ONLY -FASTEN / PLUM / LEVEL / SQUARE PER MANUFACTURER'S RECOMMENDATION STEP 5 I. z En 9" MIN. ROUGH WINDOW OPENING INSTALL SELF -ADHERING FLASHING OVER SILL FLASHING STEP 4 ROUGH WINDOW OPENING APPLY FLASHING TAPES - COVER CORNER CAPS WITH SELF -ADHERING FLASHING AND EXTEND INTO OPENING TO CREATE PAN STEP 3 ROUGH WINDOW OPENING INSTALL CORNER CAP © SILL CORNERS OVERLAPPING FLASHING TAPE. STEP 2 VERIFY ROUGH WINDOW OPENING - SEE SCOPE ADHERE FLASHING OVER SILL OPENING STEP 1 NEW WINDOW & SLIDING GLASS DOOR SCHEDULE BUILDING E KEY DESCRIPTION SIZE (W OH) MATERIAL GLAZING TYPE HEAD DETAIL JAMB DETAIL SILL DETAIL U -VALUE QUANTITY A HORIZONTAL SLIDER 5'-0" X 4'-0" VINYL DOUBLE PANE 1 / WP -3.4 5 / WP -3.4 9 / WP -3.4 .30 MAXIMUM 27 B HORIZONTAL SLIDER 8'-0" X 3'4" VINYL DOUBLE PANE 1 / WP -3.4 5 / WP -3.4 9 / WP -3.4 .30 MAXIMUM 38 C HORIZONTAL SLIDER 3'4' X 1'-6 VINYL DOUBLE PANE 1 / WP -3.4 5 / WP -3.4 9 / WP -3.4 .30 MAXIMUM 3 D HORIZONTAL SLIDER 3'4' X 4'4 VINYL DOUBLE PANE 1 / WP -3.4 5 / WP -3.4 9 / WP -3.4 .30 MAXIMUM 3 E HORIZONTAL SLIDERS 5'-8" X 3'-0" ( ONE PANEL TO BE 3'-0" WIDE) VINYL DOUBLE PANE 2 / WP -3.4 6 / WP -3.4 10 / WP -3.4 .30 MAXIMUM 4 F SLIDING GLASS PATIO DOOR TO MATCH EXISTING VINYL DOUBLE PANE 2 / WP -3.4 61 WP -3.4 10 / WP -3.4 .30 MAXIMUM 27 102 NOTES: 1. WINDOWS AND DOORS ARE TO BE NFRC CERTIFIED. 2. WHERE OPERABLE SECTIONS OF THE WINDOW ARE WITHIN 36" OF THE FLOOR, WINDOW OPENING SHALL NOT ALLOW PASSAGE OF A 4" DIAMETER SPHERE, WHEN THE WINDOW IS IN ITS LARGEST OPENED POSITION. WINDOW MANUFACTURER TO PROVIDE WINDOW UNITS WITH REQUIRED LIMITING DEVICES. 3. SAFETY GLAZING TO BE PROVIDED FOR HAZARDOUS LOCATIONS PER THE-201tIBC, SECTIONS 2406.4.1 THROUGH 2406.4.7. ALL SLIDING GLASS DOOR GLAZINGS SHALL BE TEMPERED. 4. WINDOWS AND SLIDING GLASS DOORS TO HAVE INSECT SCREEN. 5. WINDOWS TO HAVE TRICKLE VENTS - (1) PER BEDROOM & (1) FOR EACH LIVING ROOM. 201,5- WINDOW IS WINDOW & DOOR SCHEDULE 6" = 1'-0" 3/8" WIDE SEALANT JOINT METAL FLASHING W/ FOLDED END DAMS, TYP. —, RECEIVED CITY OF TUKWILA APR 2 5 2017 PERMIT CENTER -- 1/2"GAP -NO CAULKING/SEALANT 54" X 4 HARDIE WINDOW TRIM NOTE: WINDOWS AND EXTERIOR DOOR TRIMS ARE NOT SHOWN ON ELEVATIONS FOR CLARITY FLUSH END DAMS WITH OUTSIDE EDGE OF SEALANT JOINT, BOTH SIDES 3/8" WIDE SEALANT JOINT 54 X 4 HARDIE WINDOW TRIM % X 4 HARDIE WINDOW TRIM 3/8" WIDE SEALANT JOINT WINDOW TRIM LAYOUT SIM a@ SGD 3/4" =1'-0" I W O Z n LC) O 0 CO C) 5 0) a) 0) m O O J O J N O ' C(n O 03 03 L CO N co w C W o z Co> CD Q C b _ _.CN O D m O N e CO SIGNED ON 4.21.2017 co D O z_ 2 00 z 0 W z U H D O H Q 0 cc y Il 0 LL H X 0 H w 0 H EXPIRES 03 MAR 2019 CO W SHEET NO. ++ O cu D O00 w co E co (13O) cD co N Y LO r WP -3.3 WINDOW -DOOR DETAILS & SCHEDULES DATE: 04/21/17 DIMENSIONAL PROJECT NO.: 161105 NOTE: THIS DRAWING IS TO BE PLOTTED ON A SIZE 24" X 36" SHEET( SIZE D), OTHERWISE, DRAWING WILL BE OUT OF S © Copyright 2017, Dimensional Building Consultants, LLC FOLD WINDOW HEAD FLASHING 8"=1'D" 1/2" BACK DAM -- FASTEN METAL PAN PER DECK COATING REQUIREMENTS (E) FRAMING it l II II II SIDING PER ELEVATIONS INSTALL LIQUID -APPLIED WATERPROOFING FLASHING W/ RE-INFORCING MESH OVER SHEATHING (9" ONTO SHEATHING) -- 26 GA PRE -FINISHED TRANSITION SHEET METAL FLASHING FASTEN @ EA. STUD LOCATION _7753. ONE LAYER OF WRB TO BE LAPPED OVER EA. HEAD FLASHING 11-4 HARDIE WINDOW TRIM 26 GA PRE -FINISHED METAL HEAD FLASHING W/ FOLDED END DAMS. FASTEN @ EA. STUD LOCATION.CONSTRUCT PER DIAGRAM & SET INTO SEALANT AT WINDOW PER 1WP-3.3 4" FIELD i 1 1/4" VERIFY 3/4" SET CEDAR BLOCKING IN DABS OF SEALANT 15° BREAK W/ FOLDED END DAMS EXISTING RATED DOOR TO REMAIN - DO NOT REMOVE MAN DOOR HEAD DETAIL AS REQ'D TO FIT WIDTH OF EXISTING DOOR SET DOOR INTO TOE BEAD OF URETHANE SEALANT \. SET PAN INTO FULL BED OF URETHANE SEALANT PROVIDE 24ga BONDERIZED FULLY SOLDERED FLASHING PAN BELOW DOOR SLIDING GLASS DOORS AND HANDICAP DOOR AS DEPICTED ON ELEVATIONS. SLOPE TO DRAIN. � 8 , DOOR SILL FLASHING \% RESTORE INTERIOR -- FINISHES TRIM CARPET AS NEEDED TO FIT (E) SHEATHING & FRAMING _ . J. L_ la LLLL G LL LLLJJ111111LLLGL 41•GJJJlJ{ II r, I Z. CONT. BEAD OF SEALANT - INSTALL LIQUID -APPLIED WATERPROOFING FLASHING WITH RE-INFORCING MESH OVER SHEATHING @ DOOR ROUGH FRAMING (9" ONTO SHEATHING) (2) LAYERS OF WRB SIDING PER ELEVATIONS N r MAN DOOR JAMB DETAIL NEW VINYL SLIDING GLASS DOOR SET ONTO SILL PAN -- SET PAN INTO SEALANT d._i 1 +---- EXISTING CONC. PATIO 1 f 1 -- SHIM TO PROVIDE NECESSARY SLOPE FULLY SOLDERED 24 GAUGE SILL PAN WITH FOLDED END DAMS - SEE DETAIL #1 IMMI4M 1 2�/ SLGD SILL @ CONC. PATIOS \ 8" = 1,-D. EXISTING RATED DOOR TO REMAIN - DO NOT REMOVE 3/8" SEALANT JOINT OVER CLOSED CELL BACKER ROD 3/4 X 4 HARDIE WINDOW TRIM 1 (E) FRAMING INSULATE CAVI WINDOW & RAME REMOVE & REPLACE (E) WINDOW LINER TO ALLOW FOR WINDOW INSTALLATION,TYP. I YiY/1S4MWm%.Wh/&Y • SLGD HEAD DETAIL 8" =1'-D" -- SIDING PER ELEVATIONS 26 GAUGE PRE -FINISHED METAL HEAD FLASHING WITH FOLDED END DAMS. CONSTRUCT PER DIAGRAM & SET INTO SEALANT AT WINDOW PER (E) 1/2" GYP. SHEATHING ONE LAYER OF WRB TO BE LAPPED OVER EA. HEAD FLASHING WINDOW FLASHING SEE DETAIL 1N413.3 CONTINUOUS BEAD OF BUTYL SEALANT BOTH SIDES OF FLANGE 531 HARDIE WINDOW TRIM 26 GA PRE -FINISHED METAL HEAD FLASHING W/ FOLDED END DAMS. FASTEN (a) EA. STUD LOCATION.CONSTRUCT PER DIAGRAM & SET INTO SEALANT AT WINDOW PER 1ANP.3.3 FIELD VERIFY 15" BREAK WI FOLDED END DAMS NEW VINYL SLGD DOOR SET INTO BUTYL SEALANT - PROVIDE SEALANT TO INT. - REMOVE & REPLACE EXISTING DOOR LINER TO ALLOW FORDOOR INSTALLATION - INSULATE CAVITY BETWEEN DOOR & ROUGH OPENING W/BATT INSULATION PATIO SLGD. SET INTO BUTYL SEALANT, BOTH JAMBS 318" SEALANT JOINT OVER CLOSED CELL BACKER ROD 5/4 ii4 HARDIE TRIM WINDOW FLASHING, SEE DETAIL WRB OVER FLEXIBLE FLASHINGS SIDING PER ELEVATIONS SLGD JAMB DETAIL 6„ =1,-0„ SILL PAN SIMILAR 6 / WP -3.4 -; SEALANT — PULL BACK CARPET AS NEEDED TO INSTALL NEW DOOR. INSTALL AS FOUND IN EXISTING CONDITION , 1 WP -3.3 i + 1t v;,i,): pi;l'�k / NEW SLGD. SEE SCHEDULE 2 I WP -3.3 PROVIDE CONT. SOLID SHIM@ SILL CONDITION ONTO (E) SUBSTRATE. SET BACK EDGE OF EXTRUSION INTO CONT. BEAD OF POLYURETHANE SEALANT AT DOOR ONLY: CEDAR BLOCKING / SET IN DABS OF SEALANT 3" (SIMILAR @ NEW FULL LITE) El 0\ SLGD SILL DETAIL - WATERPROOFING (E) FRAMING i INSULATE CAVITY BTW... WINDOW & FRAME REMOVE & REPLACE -' (E) WINDOW LINER TO ALLOW FOR WINDOW INSTALLATION, TYP. II\ r S'/1VNI dff.W?l .y//////iii_ a SIDING PER ELEVATIONS 26 GAUGE PRE -FINISHED METAL HEAD FLASHING VVITH FOLDED END DAMS. CONSTRUCTPER DIAGRAM & SET INTO SEALANT ATI WINDOW PER (E) 1/2" GYP. SHEATHING ONE LAYER OF WRB TO BE LAPPED OVER EA. HEAD FLASHING _ WINDOW FLASHING SEE DETAIL 1ANP3.3 CONTINUOUS BEAD OF BUTYL SEALANT BOTH SIDES OF FLANGE - "r4" HARDIE WINDOW TRIM . 26 GA PRE -FINISHED METAL HEAD FLASHING WI FOLDED END DAMS. FASTEN 0 EA. STUD LOCATION.CONSTRUCT PER DIAGRAM & SET INTO SEALANT AT WINDOW PER 1/WP.3.3 FIELD VERIFY r°� - 15° BREAK / WI FOLDED / END DAMS NEW VINYL WINDOW SET INTO BUTYL SEALANT - PROVIDE SEALANT TO INT. NOTE: TRIM INTERIOR FINISHES rTh WINDOW HEAD DETAIL AN nRECEIVE 6" 1'•D" NEEDED VAPOR RETARDER NOT SHOWN WINDOW FLASHINGS - SEE --k FLASHING SEQUENCE i, f 1 1 \WP -3.3 CONT. BEAUTY CAULK NEW VINYL WINDOW/ SGD NAILING PER MANUFACTURER'S OR MMA RECOMMENDATIONS CONTINUOUS BEAD SEALANT CONTINUOUS BEAD OF BUTYL SEALANT TYP. WALL ASSEMBLY PER DETAIL 1 WP -3.1 INSULATE CAVITIES, TYP. 3/8" SEALANT JOINT OVER CLOSED CELL BACKER ROD % 74 HARDIE WINDOW TRIM WINDOW JAMB DETAIL 5� 6• =1,-0„ SEALANT -\ REMOVE & REPLACE 1 1 (E) WINDOW 1 LINER TO ALLOW FOR WINDOW INSTALLATION \ EXISTING SHEATHING & FRAMING WINDOW SILL DETAIL 7F P NEW VINYL WINDOW SET ATOP SHIMS PER MANUFACTURER SEALANT JNT. OVER CLOSED CELL BACKER ROD 5/41:4 HARDIE SILL WINDOW TRIM __ INSULATE BETWEEN WINDOW & SILL --- WINDOW FLASHING TAPES (CORNER CAPS NOT SHOWN) - SEE INSTALLATION SEQUENCE TYP. WALL ASSEMBLY PER DETAIL W.R.8 RECEIVED CITY OF TUKWILA APR 25 2017 PERMIT CENTER I- ■ • 0 cn a) D J J C (6 C /n C 0 0) C C 0 vision, knowledge • s SIGNED ON 4.21.2017 SOUTH CENTER VIEW CONDOMINIUMS TARGETED EXTERIOR RESTORATION SHEET NO. EXPIRES 03 MAR 2019 WP -3.4 WINDOW & DOOR DETAILS DATE: 04/21/17 DIMENSIONAL PROJECT NO,: 161105 NOTE: THIS DRAWING IS TO BE PLOTTED ON A SIZE 24" X 36" SHEET( SIZE D), OTHERWISE, DRAWING WILL BE OUT OF SCALE. © Copyright 2017, Dimensional Building Consultants, LLC FOR SADDLE FLASHING ABOVE AND BELOW CORNER TRANSITIONS AT THESE LOCATIONS, SEE 2 & 3 / WP -4.2 1 2� DECK ISOMETRIC - TYPICAL 2 1/2" =1'-0" NEW SLIDING DOORS @ NORTH ELEVATION CONFIRM TOP RAIL ATTACHMENT WITH MANUFACTURER NEW WATERPROOFING ON DECKS, SEE SCOPE TYPICAL DECK EDGE FLASHING - ROUTE INTO PLYWOOD FOR FLUSH FIT AND SET INTO BASECOAT OR SEALANT 42' HIGH FASCIA MOUNT ALUMINUM RAILING, SEE SCOPE PROPRIETARY CORNER BRACKET PER MANUFACTURER EXISTING CONCRETE PAD - NO WORK HERE T.O. GUARDRAIL rc IL mO D (9 O Y TVP. DECK ASSEMBLY SEE DETAIL 1 / WP -4.1 1/4":12 SLOPE POWER PLANE EDGE OF SHEATHING TO ACCEPT HORIZONTAL LEG OF NEW FLASHING 24 GA KYNEAR PRE -PAINTED 090 GALV. SHEET METAL EDGE FLASHING SET IN BEAD OF SEALANT FASTEN W/ 11 GA X 1 1/2" DOUBLE HOT DIPPED GALV. ROOFING NAILS @ 4" O.C., STAGGERED -- REMOVE EXISTING TRIM & INSTALL 2X FASCIA OVER WRB --- RIM JOIST BLOCKING - DO NOT SEAL NEW GYPSUM WALLBOARD 4" PROVIDE 2" METAL STRIP VENT W/ SCREEN DECK EDGE ATTACHMENT 3" = 1'-0" SEALANT EXISTING DOOR FRAMING NEW 24ga , FULLY SOLDWSEE DETAIL 8/ RED 1 1%0 .1 ..., ,.... ,...# --4-----_____ NEW WATERPROOFING COATING SYSTEM --\ SILL PAN - ISOMETRIC J., = INSTALL REINFORCING MESH j NOTE: 1 HOUR CONSTRUCTION PER 2012 IBC PRESCRIPTIVE TABLE 721.1(3) ITEM NO. 13-1.4. 5 DECK ASSEMBLY 6" - 1,-0" - PROVIDE NEW ELASTOMERIC DECK COATING COMPLETE W/ BROADCAST AGGREGATE. REINFORCE ALL TRANSITIONS FOR SEAMLESS FINISH ---- 3/4" PLYWOOD SHEATHNG FASTENED WITH 8d RING-SHANKED FASTENERS 6"O.C. AT EDGES AND 12" O.C. IN THE FIELD, PLYWOOD TAPERED SHIM EXISTING I NEW 2X FRAMING - VERIFY CONDITIONS IN FIELD ----- NEW 1/2" TYPE X GYPSUM WALLBOARD NAILED TO JOISTS W/ 5d COOLER OR WALLBOARD NAILS @ 6' O.C. END JOINTS OF WALLBOARD CENTERED ON JOISTS SIDING PER ELEVATIONS NEW VVRB, LAP OVER FLASHING STARTER STRIP 24 GA KYNEAR PRE -PAINTED G90 GALV. / SHEET METAL EDGE FLASHING SET IN BEAD OF SEALANT i FASTEN W/ 11 GAX 1 1/2" DOUBLE HOT / DIPPED GALV. ROOFING NAILS (§2 4" 0.C., STAGGERED TYP. DECK ASSEMBLY SEE DETAIL 1/ WP -4.1 114":12 SLOPE BASE OF DECK WALL 3" = 1'-0" 3" RECEIVED CITY OF TUKWILA APR 2 2U11 PERMIT CENTER • • co D Building Consultants, LLC vision • knowledge • solutions L() O O LD O ) 0) CO (0 O • N O ' ✓ LO GO LC) 0 in w z Q -c 0 N r N SIGNED ON 4.21.2017 CD 2 z_ 2 0 0 0 z 0 H 0 TARGETED EXTERIOR RESTORATION EXPIRES 03 MAR 2019 D CO SHEET NO. L - 55 0 CO 0 C fr CO (B 0) (0 < U (0 2 co co 4 / WP -4.1 DECK DETAILS DATE: 04/21/17 DIMENSIONAL PROJECT NO.: 161105 NOTE: THIS DRAWING IS TO BE PLOTTED ON A SIZE 24" X 36" SHEET( SIZE D), OTHERWISE, DRAWING WILL BE OUT OF SCALE. © Copyright 2017, Dimensional Building Consultants, 6" 24 ga FULLY SOLDERED — BONDERIZED SADDLE FLASHING 6" 6" NOTE: WALL ELEMENTS NOT SHOWN FOR CLARITY. LOWER SADDLE FLASHING @ DECKS ) S„ =1,-0„ FOLD @ SIMILAR CONDITIONS 4" 24ga CUSTOM GALVANIZED G-90 SHEET METAL - ALL JOINTS SOLDERED NOTES: 1, WALL ELEMENTS NOT SHOWN FOR CLARITY. 2. SET METAL OVER SLIP SHEET AT TREATED LUMBER. SADDLE FLASHING @ DECK CORNER TRANSITION 6" =1,-0" STEP 3 : INSTALL 24 GA. FULLY SOLDERED DIVERTER BOOT, SEE BELOW. 12" 2" 24 GA. G90 GALV. FULLY SOLDERED BOOT STEP2: DECK EDGE METAL FLASHING 2" X 3/4" X 3/4" GALV. FIN, SOLDERED ONLY IF SADDLE IS C EAVE/GUTTER SOLDERED FLASHING DIAGRAM NOTE: ALL METALS LAPS / JOINTS / OVERLAPS TO BE PRIMED, AND FULLY SEALED WITH APPROVED POLYURETHANE SEALANT. STEP 5: INSTALL WRB AT DECK WALLS SADDLE FLASHING ASSEMBLY 6" =1,-0" ROUTE OR PLANE EDGE OF PLYWOOD TO ENSURE EDGE METAL SITS FLUSH STEP 1: PRE -STRIP WRB / AIR BARRIER C FRAMING, THEN INSTALL FASCIA (NOT SHOWN) INSTALL ELASTOMERIC \�� II MEMBRANE TO ALL PORTIONS OF BOOT & DECK RECEIVED CITY OF TUKWILA APR 2E1 2017 PERMIT CENTER PERMIT SET (J) w O z ■ co cn a) D U J J C (O C O C3) C (73 vision • knowledge• solutions U, O O CO C) a) a) (.0 O r O 07 L) S2 ' 5 w1 z a) _c O N CO N CO SIGNED ON 4.21.2017 vJ 2 D Z SOUTH CENTER VIEW CONDOM TARGETED EXTERIOR RESTORATION SHEET NO. w s O 0 a x W 0 U) D (O O OD ct co E co • cn • < U ca 2 ca c N - LC) C r WP -4.2 DECK DETAILS DATE: 04/21 /17 DIMENSIONAL PROJECT NO.: 161105 ® Copyright 2017, Dimensional Building Consultants. LLC WP -4.3 Ii NEW FIBER CEMENT DOUBLE DOOR PANEL WITH TRIM NEW HEAVY-DUTY TEE HINGE, PROVIDE SAMPLE TO OWNER NEW TRIM - REMOVE EXISTING -- NEW SIDING OVER EXISTING SIDING LINE OF FOUNDATION ELEC. DOGHOUSE ELEVATION DOUBLE DOOR CONFIGURATION 11 - �1 5 WP -4.3 M V m NEW FIBER CEMENT SINGLE- DOOR PANEL WITH TRIM NEW HEAVY-DUTY TEE HINGE. PROVIDE SAMPLE TO OWNER NEW TRIM - REMOVE EXISTING NEW SIDING OVER EXISTING SIDING LINE OF FOUNDATION ELEC. DOGHOUSE ELEVATION SINGLE DOOR CONFIGURATION 1/2" = 1'_Q,. NOTE: SEE ROOF REPAIR BLDG D CONSTRUCTION DOCUMENTS FOR DOGHOUSE ROOF ASSEMBLY AND DETAILS NEW 2X4 DOOR STOP, TOP AND BOTTOM NEW FIBER CEMENT DOOR PANEL WITH 5/4" TRIM EXISTING SIDING TO REMAIN NEW 1" 2" ALUM. ANGLE EXISTING FRAMING TO REMAIN NEW FIBER CEMENT SIDING OVER EXISTING SECTION @ ELEC.DOGHOUSE- TYP. 1" = 1'_0" NEW TRIM - REMOVE EXISTING, VERIFY CONDITION IN FIELD - NEW SIDING OVER EXISTING SIDING RECEIVED CITY OF TUKWILA APR 252017 PERMIT CENTER - TRIM OR MODIFY BOTTOM FRAMING TO LINE UP 2" ABOVE FOUNDATION TYPICAL SIDE ELEVATION @ DOGHOUSES Di76-iI2 1/2" =1'-0" to W Z • i 0 D vision • knowledge•solutions SIGNED ON 4.21.2017 V / _D 0 Z C_J I- 0 o 00 H Z C O 0 W_ON CC 1 W X Z W 0 0 I— D D 0 H W V Z 0 J D CO 45 0 Co 0 co D CCf CC oE co TT Co VI V (3 aico ir r co 0 0 0W a NOTE: THIS DRAWING IS TO BE PLOTTED ON A SIZE 24" X 36" SHEET( SIZE D), J -J 2 c SHEET NO. 0 To 0 0 m ri 0_ 0 U WP -4.3 ELEC. DOGHOUSE & EXT. LIGHTING DETAILS DATE: 04/21/17 DIMENSIONAL PROJECT NO.: 161105 r* SEE 2IWP-4.2 / / / -r NEW RIM JOIST -- AS REQUIRED PER GUARDRAIL MANUFACTURER FOR GUARDRAIL INSTALLATION, SEE DETAIL 3' MIN. I Nr MIN. NEW CS16 STRAP BY SIMPSON STRONG -TIE W. MIN. 22-10D NAILS EA END OF STRAP. TO BE LOCATED AT JOIST ON EITHER SIDE OF GUARDRAIL POST. EXISTING JOIST '--- EXISTING RIM JOIST. --- NEW (2) 41/2" LONG HEADLOK FASTENERS i INTO JOIST WALL BEYOND NOTE: 1. GUARDRAIL, VENTING, TRIM, BLOCKING NOT SHOWN FOR CLARITY. 2. ALL WATER PROOFING PER SCOPE. NOT SHOWN FOR CLARITY. 3. DESIGN ASSUMES THE GUARDRAILS ARE STRUCTURALLY FASTENED TO THE WALL AT THE TOP RAIL, PER THE GUARDRAIL MANUFACTURER. 4. DESIGN MAY CHANGE DEPENDING ON GUARDRAIL MANUFACTURER EQUIREMENTS. GUARDRAIL ATTACHMENT AT EAVE 1" =1'-0" *SEE NOTE (1) END CLIP CONNECTION D 33,/4• ENLARGED DETAIL 'C FASCIA BRACKET B} 113 CR L A 1 A DECK SURFACE ELEVATION 434" 31/2 Lot RAILING INSTALL DETAILS 1112=1-0' 2y4" ENLARGED - SECTION D -D ROUND TOP ALT. • SEE NOTE (2) SECTION A -A ENLARGED - SECTION B -B POST CONNECTION BLOCKING 1-1/2" MIN. 11/2 TO2"MAX. 31/y MAX. PER UBC WALLMOUNTED RAILING 1' =1'-0" REMEWED FOR CODE- COMP' NOTES: BUILDING GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BACKING IN WALLS AND FLOORS TO AFFIX TO THE BUILDING THE ALUMINUM GUARDRAIL LAYOUT DEFINED IN THESE DRAWINGS 2. WELD PICKET TO UNDERSIDE OF " • F _ P eck3. SPACING FOR INTERMEDIATE GUARD MEMBERS MUST BE SUCH THAT A 4"0 SPHERE CANNOT PASS THROUGH. W O z 04/21/47 PERMIT SET ■ • co 0 (n N Building Consultants, LLC vision • knowledge • solutions SIGNED ON 4.21.2017 NOTE: PRE-ENGINEERED RAILING SYSTEM DESIGNED BY: BW VISTA PROFESSIONAL RAILING SYSTEMS www. vistarailings. corn 1)11-60 RECEIVED CITY OF TUKWILA APR 252017 PERMIT CENTER co Z 0 H CC 0 COH W CC CC 0 CC H X LU C W H W CD ccQ H SOUTH CENTER VIEW CONDOMIN SHEET NO. m N 0 L w-" 0 U) a co 000 cC CO 00 C 00 C6 CA coQ U .> c CV LO rI— S - 1 . 0 STRUCTURAL & RAILING DETAILS DATE: 04/21/17 DIMENSIONAL PROJECT NO.: 161105 © Copyright 2017, Dimensional Building Consultants, LLC PARTS LIST ITEM DESCRIPTION 1 21" SQUARE RAIL 2 RAIL/POST CONNECTOR CM #14 X 1" HEX HEAD SCREW TO RAIL & (2) - #8 X ? SCREWS TO POST 3 e" X " ALUMINUM PICKET 4 1.5" STANDARD ALUMINUM POST 5 1 in X i BOTTOM CHANNEL 6 FASCIA BRACKET (2" POST) C/W (6) - {"0 X 32- LAG SCREW INTO WOOD OR (6) - F0 X 3" KWIK BOLTS II ANCHORS INTO CONCRETE AND TO POST W/ (4)-#12 X 1" HEX HEAD SCREWS C/W SHEET METAL THREADS AND j" SHANK 7 (NOT SHOWN) 8 (NOT SHOWN) 9 TOP RAIL END CLIP CM (2)40 X 2 y" SCREWS INTO WOOD OR (2)414 X 1" SCREWS INTO ALUMINUM POST & (2)48 X 1 j" FLAT HEAD SCREWS TO TOP RAIL 10 BOTTOM RAIL END CLIP GW (2)-}"0 X 2 1" SCREWS INTO WOOD OR (2)414 X 1" SCREW INTO ALUMINUM POST AND (2)- #8 X 1 " FLAT HEAD SCREWS TO BOTTOM RAIL 11 (NOT SHOWN) 12 CHANNEL BLOCK CM (2)- #10 X 1 3/4" SCREWS TO POST BUILDING GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BACKING IN WALLS AND FLOORS TO AFFIX TO THE BUILDING THE ALUMINUM GUARDRAIL LAYOUT DEFINED IN THESE DRAWINGS 2. WELD PICKET TO UNDERSIDE OF " • F _ P eck3. SPACING FOR INTERMEDIATE GUARD MEMBERS MUST BE SUCH THAT A 4"0 SPHERE CANNOT PASS THROUGH. W O z 04/21/47 PERMIT SET ■ • co 0 (n N Building Consultants, LLC vision • knowledge • solutions SIGNED ON 4.21.2017 NOTE: PRE-ENGINEERED RAILING SYSTEM DESIGNED BY: BW VISTA PROFESSIONAL RAILING SYSTEMS www. vistarailings. corn 1)11-60 RECEIVED CITY OF TUKWILA APR 252017 PERMIT CENTER co Z 0 H CC 0 COH W CC CC 0 CC H X LU C W H W CD ccQ H SOUTH CENTER VIEW CONDOMIN SHEET NO. m N 0 L w-" 0 U) a co 000 cC CO 00 C 00 C6 CA coQ U .> c CV LO rI— S - 1 . 0 STRUCTURAL & RAILING DETAILS DATE: 04/21/17 DIMENSIONAL PROJECT NO.: 161105 © Copyright 2017, Dimensional Building Consultants, LLC TO MATCH EXISTING NO CHANGE EXIST. STAIRS --� DOWN (NO CHANGE) F DOWN T EXIST. 2X JOIST f UP EXIST CONCRETE FOUNDATION WALL NEW PLAN Lu a a O Cl) EXIST. STAIRS UP (NO CHANGE) NEW 4X POST ABOVE - NEW 3X_ PT DECKING, USE HU43TF TOP FLANGE HANGER SIMPSON STRONG TIE EACH END OR SIMILAR. 1ST. FLOOR LANDING FRAMING PLAN 1/2" = 1'-0" NEW 4X4 POST NEW A23 ANGLE BY SIMPSON STRONG TIE EACH SIDE EXIST SILL EXISTS" CONCRETE FOUNDATION POST (3) ATTACHMENT a@ FOUND. THIRD FLOOR REMOVE LOWER Ti OF ALL COLUMNS, REMOVE BEAM ABOVE OPENING AND INSTALL NEW BEAM AND INTERIOR COLUMNS NEW P.T. SHEATHING AND WATERPROOFING SIMILAR TO DECK CONSTRUCTION c A. 0 SECOND FLOOR NEW TRIM, COLUMNS INSIDE - WALL EXISTING SIDEWALK FIRST FLOOR NEW 3X DECKING l gra III r� L BUILDING SECTION FRONT ENTRY 1/4" =11-0" NEW BEAM 8X_ BEAM -- NEW ACE4 CAP BY SIMPSON STRONG TIE EACH SIDE PROVIDE FULL WIDTH BLOCKING EACH SIDE MINIMUM 2' LONG NEW 4X4 POST POST CAP @ NEW BEAM DETAILS 3" = 1'-0" EXISTING JOISTS AND RIM JOISTS ARE NOT CONNECTED TO COLUMNS PROVIDE FULL DEPTH BLOCKING AT RIM JOIST 1 5-1.0 i EXIST STAIRS DOWN — EXISTING JOISTS e V co 9 — EXIST POST NEW AC6 POST BASE BY SIMPSON STRONG TIE EACH SIDE — NEW BEAM POST BASE @ NEW BEAM DETAIL 2 59/64" = 1'-0" -I .1 L_, J p 1 8'-0" NO CHANGE: —1i I EXIST DECAYED COLUMNS TO BE REMOVEWD, TYP. I ti EXISTING FRONT ENTRY \ / 1/4" =1'-0" NEW PT 8X8 BEAM PROVIDE SADDLES SIMILAR TO EXTERIOR RESTORATION PLANS, TYP. NEW TRIM NEW COLUMNS IN WALL, CONTRACTOR TO RESTORE INTERIOR FINISHES NOTE: FRONT ENTRY SHOWN IS FOR E113, ALL OTHER SIMILAR - REMOVE LOWER PORTION OF ALL COLUMNS AT NEW BEAM --- 2ND FLOOR LANDING BEAM MAY 01 ZGi3 City of Tukwila BUIL&NG DIVISION NEW PLYWOOD, DECKING AND WATERPRROFING SIMILAR TO ,DECK CONSTRUCTION NEW FRONT ENTRY 1/4" Is 1'-0" REVISION NO. 1 RECEIVED :11s OF TUKWILL MAR 2 6 2018 'ERARIT CENTER P110113 U) W 0 z 2018-03-21 PERMIT SET ■ co 0 co a) D vision • knowledge • solutions Ln O O CO O) 5 a) a) a) CO Co 0 • N O m • lf. �t • N W z t 0 O CO vJ z_ 0 0 0 w z U H 0 CO cn LJ. W Q U w NIS L.L z H 0 L.L CO O 1 H 0 w z 0 CO 0 CD a 0 c0 cT, OO E co tQ Q (0 Doo3 r SHEET NO. s. -1.o FRONT ENTRY DATE: 03/21 /18 DIMENSIONAL PROJECT NO.: 161105 THIS DRAWING IS TO BE PLOTTED ON A SIZE 24" X 36" SHEET( SIZE D), OTHERWISE, DRAWING WILL BE OUT OF SCALE. z © Copyright 2018, Dimensional Building Consultants, LLC STAIRCASE RAILING - UNIT BLDG ENTRACE 11/2" =1'-0" 2_. 3-1/4" �4J DF SIM ► ELEVATION LJ I SIM a ROUND TOP CORNER 12; * SEE NOTE (2) DETAIL 'B' BOTTOM CORNER @ CONCRETE SLAB 38' DIA. X 3" LONG HILTI KWIK BOLT 3 EXPANSION ANCHOR PARTS LIST ITEM DESCRIPTION 1 2Ill" SQUARE TOP RAIL 2 RAIL/POST CONNECTOR CNV e'0 NUT AND BOLT TO RAIL & (2) - #10 X 1" SCREWS TO POST 3 8' X85" ALUMINUM PICKET 4 2" STANDARD ALUMINUM POST 5 1 8' X 4" BOTTOM CHANNEL 6 4"X4"X4'BASE C/W(4)-16'0X3it" LAG SCREW INTO WOOD OR (4) - 03 X 3" KWIK BOLTS II ANCHORS INTO CONCRETE AND TO POST W/ (4)412 X 2" FLAT HEAD SCREWS 7 PICKET LEG C/W 4' 0 X 2 Z' SCREW INTO WOOD OR #14 X 2" "TAPCON" ANCHOR INTO CONCRETE 8 (NOT SHOWN) 9 (NOT SHOWN) 10 (NOT SHOWN) 11 TOP RAIL EXTERNAL CORNER SLEEVE 12 CHANNEL BLOCK C/W (2)- #10 X 1 3/4" SCREWS TO POST NOTES: (1) BUILDING GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BACKING IN WALLS AND FLOORS TO AFFIX TO THE BUILDING THE ALUMINUM GUARDRAIL LAYOUT DEFINED IN THESE DRAWINGS (2) ITEM #1 FITS INSIDE ITEM #11 ; ITEM #2 FITS INSIDE ITEM #4 ; ITEM #12 SNAPS INSIDE ITEM #5 (3) WELD PICKET TO UNDERSIDE OF TOP OF PART #1 OR #5 6" 2'-0" 6" B A A -j B arcs/T•itv'Fr RECEIVED CITY OF TUKWILA APR 25 2011 DIT6113 PERMIT CENTER w O z ■ co 0 a) i J J rfi 4--' C CO C 0 0) ■ Ot m vision •knowledge •solutions tiP In O 0 co 0) z N LY] O 0 r O ' Mr co W Z O N co CD SIGNED ON 4.21.2017 a 0 r 0 0 D Z O 2 ft O O Z co • W W 0 CC w0 `J CL LU W° J U HIli in H O 0//� < W (— SHEET NO. L 0 ( CO0 CO E co f13 0) �Q C� coo L0,^ L� r I— S-1.1 STAIRWAY RAILING DETAILS DATE: 04/21/17 DIMENSIONAL PROJECT NO.: 161105 8 co LL 0 0 ui 0 ly Vl w m 0 J a O (� 2co tl/ COC C C 0 U rn c m C 0 N C w E 0 0 N I- f I f 1/4":12 SLOPE TYP. DECK ASSEMBLY SEE DETAIL 2 /S1.1 ' • I 1—.. 2 C DECK EDGE DETAIL 3)- 3" = 1'-0" POWER PLANE EDGE OF SHEATHING TO ACCEPT HORIZONTAL LEG OF NEW FLASHING 22 GA KYNEAR PRE -PAINTED G90 GALV. HEMMED SHEET METAL EDGE FLASHING SET IN BEAD OF SEALANT FASTEN WI 11 GA X 1 1/2" DOUBLE HOT DIPPED GALV. ROOFING NAILS @ 4" O.C., STAGGERED 4" FIELD VERIFY EXIST. CONC PATH 1/4":12 SLOPE NEW DECK ASSEMBLY 6"=1'0" PROVIDE NEW ELASTOMERIC DECK COATING COMPLETE WI BROADCAST AGGREGATE. REINFORCE ALL TRANSITIONS FOR SEAMLESS FINISH 4" PLYWOOD SHEATHING FASTENED WITH 8d RING-SHANKED FASTENERS 6" O.C. @ EDGES AND 12" O.C. IN THE FIELD TAPERED SHIM - EXISTING 2x_ FRAMING NOTE: REVIEW TARGETED EXTERIOR RESTORATION PLANS DATED 04/21/17 FOR ADDITIONAL WATERPROOFING DETAILS SUCH AS WALL TRANSITIONS, LAPS, AND REQUIRED SADDLES '.. IIJ11,ij II I III III Ir li 1 1;1 a llll �l -- EXISTING EXTERIOR CARPET - EXISTING SHEATHING - EXISTING 2x_ FRAMING EXISTING DECK ASSEMBLY 6" = 1.-0" STRUCTURAL NOTES STRUCTURAL LUMBER: ALL LUMBER SHALL BE GRADED IN ACCORDANCE WITH CURRENT WWPA STANDARD GRADING RULES FOR WESTERN LUMBER. REFER TO THE ORIGINAL PLANS FOR GRADE REQUIREMENTS AND DIAPHRAGM ATTACHMENT. ALL NAILS TO BE COMMON NAILS, SUBSTITUTION OF BOX OR COOLER NAILS IS NOT ACCEPTABLE WITHOUT PRIOR APPROVAL. ALL NEW NAILING TO MEET BUILDING CODE FASTENING SCHEDULE. CONNECTORS: ALL CONNECTORS SHALL BE AT A MINIMUM GALVANIZED METAL. ALL HOLES IN CONNECTORS TO BE FILLED WITH MANUFACTURER SPECIFIED FASTENERS. CONTRACTOR MUST REQUEST SUBSTITUTIONS PRIOR TO INSTALLATION. STRUCTURAL NOTES 1. TEMPORARY SHORING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY SHORING FOR AREAS OF WORK AND WHERE THEY SUSPECT POSSIBLE COLLAPSE OR INSTABILITY OF THE STRUCTURE DURING REPAIR OF DETERIORATED FRAMING. THE FIRST PRIORITY IS THE SAFETY OF THE OCCUPANTS, BUILDING STRUCTURE, AND CONSTRUCTION CREW 2. 3. 4. TREATMENT: TREAT THE CUT ENDS OF ALL NEW MEMBERS WITH A WOOD PRESERVATIVE ACCORDING TO THE MANUFACTURER'S DIRECTIONS. SPECIAL CONCERNS: WHERE THERE ARE AREAS OF SPECIAL CONCERN REGARDING THE EXISTING CONDITIONS CONTACT THE ENGINEER FOR REPAIR RECOMMENDATIONS. FRAMING: ALL COLUMNS SHALL BE GRADE HEM -FIR NO.2 OR SPF NO. 2. ALL NEW BEAMS SHALL BE PRESSURE TREATED GRADE HEM -FIR NO. 2 OR SPF NO. 2. TREAT ALL CUT ENDS OF PRESSURE TREATED MEMBERS WITH TWO COATS. 5. CONTRACTOR TO INSPECT/REVIEW THE STRUCTURE, AND TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR ADDITIONAL DAMAGE, FOR FURTHER INSTRUCTIONS. T.I'VySiON NO iis II Cc, NAY 01 2013 City of Tukwila BUIWL. NG DIVISION RECEIVE; Cr -y Or' TWCINIL,: MAR52018 L2I}6I(S W H 0 z 2018-03-21 PERMIT SET ■ co C a) D vision •knowledge •solutions 0 O CO a) 5 a) a) a) O r- O ' r �) CO CD IA '5 (NI Fo Lt z a) Q -C O N CO N CO EXPIRES 03 YAR 2019 co C_2 0 0 0 U W H W 2 0 C/) Or I r 0 H It 3- W Z 0 m 0 co co IItco co00 a) C< Co 2 a co SHEET NO. S-1.1 DECK DETAILS DATE: 03/21 /18 DIMENSIONAL PROJECT NO.: 161105 THIS DRAWING IS TO BE PLOTTED ON A SIZE 24" X 36" SHEET( SIZE D), OTHERWISE, DRAWING WILL BE OUT OF SCALE. O z © Copyright 2018, Dimensional Building Consultants, LLC