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Permit D19-0041 - PSAV / EMERALD CITY SMOOTHIE - RELOCATE SUPPLY DIFFUSERS, RETURN GRILL, NEW BATH EXIT FAN
PSAV 790 ANDOVER PARK E 019-0041 Parcel No: Address: 0 �`^�xx ^�� Tukwila v�U~�x�n oU�m^m�Kna Department of Community Development 6]0OSouthcer¢erBoulevard, Suite #100 Tukwila, Washington 9B18A Phone:2V6'43l'367O Inspection Request Line: 2O6-43D'93SO Web site: hup://wwwJukvxi|aVVA.nox MECHANICAL PERMIT 2623049071 Permit Number: M19-0041 Project Name: EMERALD CITY SMO,OTHIE Issue Date: 4/2/2019 Permit Expires On: 9/29/2019 Owner: Name: Contact Person: Contractor: Name: License No: Lender: Z94OFAIRVIEW AVE E'SEATTLE WA, 98102 PAULJOSEPH 4426ZZ1PLNE, REDMOND, WA, 98053 PERFECT CLIMATE INC (CONSD 4426 ZZ1STPLNE, REDMOND, WA, 98053 PERFEC|022D5 ^'' Phone: (425)260-6955 Phone: (206) 977'7353 Expiration Date; 3/12/2020 DESCRIPTION OFWORK: RELOCATE (4) SUPPLY DIFFUSERS & (1) RETURN GRILL. INSTALL NEW BATH EXIT FAN & CONREST TO EXISTING EXIT DUCT. Valuation of Work: $2,500.00 Type nfWork: NEW Fuel type: ELECT Fees Collected: $23853 Electrical Service Provided by: PUGETSOUND ENERGY Water District: TUKVV|LA Sewer District: TUKVV|LA 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: ized Signature: National Electrical Code: VVACities Electrical Code: VVA[2904b8: WA State Energy Code: �� Date: / �� 05 21 05 21 2017 20172017 2015 ~_H .001 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions nflaw and ordinances governing this work will becomplied with, whether specified herein nrnot. The granting ofthis permit does not presume togive authority toviolate orcancel the provisions ofany other state nrlocal laws regulating construction nrthe performance nfwork. |amauthorized tosign and obtain this development pe�"and agree tothe conditions attached tothis permit. / Signature: / � ' Ph��'— ntName� "k Date: Lc 2_/5 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 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. 2: All permits, inspection record card and approved construction documents shall bekept atthe site ofwork and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 4: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based onsatisfactory completion ofthis requirement. 5: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ofTukwila Building Department (2O6-431-367O). 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: VALIDITY OF P[KyN|T: The issuance nrgranting ufe permit shall not be construed to be 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 ofthe City ofTukwila shall not bevalid. The issuance o{apermit based nnconstruction documents and other data shall not prevent the Building Official from requiring the correction oferrors in the construction documents and other data. 8: `MECHANICAL PERMIT CONDITIONS' 9: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (Z06/4}I-3670). lO: Manufacturers installation instructions shall be available on the job site at the time of inspection. PERMIT INSPECTIONS REQUIRED 1800 MECHANICAL FINAL 0701 ROUGH -IN MECHANICAL 5: Maintain fire extinguisher coverage throughout. 6: Egress doors shall be readily openable from the egress side without the use of a key -or special knowledge or effort. (|F[1O1O19) 7: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle isengaged from inside the tenant space, (IFCChapter lO) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (|FCChapter 1O) 9: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching ortwisting of the wrist tooperate. (|FC1OlO19.I) 10: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path o/egress travel is not immediately visible tothe occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 rnm) or the listed viewing distance for the sign, whichever |sless, from the nearest visible exit sign. (|F[1O1l1) 11: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes ofthe letters not less than O75 inch (19.1mm)wide. The word ''EXO`'shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not beless than O.375inch (9.5mm). Signs larger than the minimum established in the International Fire Code shall have letter widths, strokes and spacing in proportion to their height, The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means isorisnot energized. |fanarrow isprovided aspart nfthe exit sign, the construction shall besuch that the arrow direction cannot bereadily changed. (|FC101161) 12: Exit signs shall beilluminated atall times. Toensure continued illumination for aduration ofnot less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment oron-site generator. (|F[ 10136.3) 13: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of I foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress atfloor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum-to-minimurn illumination uniformity ratio of 40 to 1 shall not be exceeded. (|F[10OO].5) 17: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building isaltered, remodeled oradded to, Alterations tofire protection systems shall bedone inaccordance with applicable standards. (|F[9O1.4) 15: Sprinklers shall beinstalled under fixed obstructions over 4feet (1.2m)wide. (NFPA13-8.6.5.3.3) 14: All new sprinkler systems and all modifications toexisting sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior tosubmittal tothe Tukwila Fire Prevention Bureau. Nosprinkler work �haUcommence without approved drawings. (City Ordinance No. Z436). 19: Maintain fire alarm system audible/visual notification. Addition/relocation ofwalls orpartitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) IQ: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. Nowork shall commence until ufire department permit has been obtained. (City Ordinance #I437) (|F[9012) 20: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 21: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code, (NFPA7U) ZZ: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth inTable No. 8011lofthe International Building Code. 10: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #243Gand #Z4S7) 23: Any overlooked hazardous condition and/or violation ofthe adopted Fire orBO�dingCodes does not imply approval ofsuch condition orviolation. 24: These plans were reviewed byInspector 51l. |fyou have any questions, please call Tukwila Fire Prevention Bureau at(Z06)575'44O7. 25: 'BUILDING PERMIT [ON0T|ONS**^ 26: 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, 27; 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, 28: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in xtimely manner. 29: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall besubmitted tothe Building Official. The final inspection report shall beprepared bythe approved special inspection agency and shall be submitted to the Building Official prior to and as a condition nffinal inspection approval. 30: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE7,Chapter ll 31: Partition walls shall not betied toasuspended ceiling grid, All partitions greater than 6feet inheight shall belaterally braced tothe building structure. Such bracing shall beindependent ufany ceiling splay bracing. 32: All construction shall be done in conformance with the Washington State Building Code and the Washington State rEnerQyCode. ]]: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by registered professional engineer licensed inthe State ofWashington. Periodic special inspection isrequired during anchorage ofstorage racks 8feet orgreater inheight. 34: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 35: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 36: Every occupied space other than enclosed parking garages and buildings used for repair ofautomobiles shall beventilated inaccordance with the applicable provisions of the International Mechanical Code. 37: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ofTukwila Building Department (ZO6'431'367O). 38: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 39: VALIDITY OFPERMIT: The issuance orgranting ofapermit shall not beconstrued tobeapermit for, oran 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 ofthe City ofTukwila shall not bevalid. The issuance ofnpermit based unconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 40: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (Z06/431'J67O). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (286)438'9350 I700 8U|LD|NGF|NAL'~ 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0603 ROOF/CEILING INSUL 4046 SI-EPDXY/EXP CONC 0406 SUSPENDED CEILING 0601 WALL INSULATION CITY OF TUK Community Development Department Public Works Department Permit Center 6300 Sautheenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Per ,,No. Project No. 00/4 i Date Application Accepted: Date Application Expires: or o fice use onl ,2.01 q ( CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through thc mail or by fax. **Please Print** SITE LOCATION Site Address: 790 Andover Park East Tenant Name: PSAV King Co Assessor's Tax No.: 262304-9095 Suite Number: n/a PROPERTY OWNER Name: LBA Realty Address: 600 University Street Suite 3025 City: Seattle State: WA Zip: 98101 CONTACT PERSON — person receiving all project communication Name: Teresa Portman Address: 909 112th Avenue NE Suite 206 City: Bellevue State: WA Zip: 98004 Phone: (425) 641-9200 Fax: Email: teresap@jpcarchitects.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Floor: New Tenant: fl Yes E..No ARCIIITECT OF RECORD Company Name: JPC Architects PLLC Architect Name: Teresa Portman Address: 909 112th Avenue NE Suite 206 City: Bellevue State: WA zip: 98004 Phone: (425) 641-9200 Fax: Email: teresap@jpcarchitects.com ENGINEER OF RECORD Company Name: KPFF Engineer Name: Chris Davies Address: 1601 5th Avenue Suite 1300 City: Seattle State: WA zip: 98101 Phone: (260) 382-0600 Fax: Email: chris.davies@kpffcom LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name:j/J h a n Address: W 3 6 I /3 6. 11 1 T 3 .1 I City:Tu State: vvA Zip: cifi 1 t 1-1:1Applications \ Forms -Applications On Line \20 I I Applications \Permit Application Revised - 8-9-11.docx Revised: August 201bh Page 1 of 4 Valuation of Project (contractor's bid price): $ 495,000 Describe the scope of work (please provide detailed information): New work to include build out of new 4,256 sf office space, break room, restrooms, conference room, and training room. New LED lighting installed throughout warehouse and offices. Existing Building Valuation: $ Will there be new rack storage? Li Yes [1., No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Ist Floor 68,216 4,256 0 0 IIIB S2/B 2nd Floor 0 3rd Floor 0 Floors 1 thru 68,216 Basement 0 Accessory Structure* 0 Attached Garage 0 Detached Garage 0 Attached Carport 0 Detached Carport 0 Covered Deck 0 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? L Yes 1111 ..„... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 12/ Automatic Fire Alarm LI None El Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? PI 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 LI On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. 1-1:1ApplicationsVorrns-Applications On Line \2011 Applications \Permit Application Revised - 8-9-1 Revised: August 2011 hh Page 2 of 4 PUBLIC WORKS PERMIT INFO 1.TION - 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ..• .Tukwila ...Water District #125 D ...Water Availability Provided Sewer District „• .Tukwila 0 ...Sewer Use Certificate 0 ...Valley View 0...Sewer Availability Provided • Highline LI .. Renton D .. Renton .. Seattle Septic System: El 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 applv): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) 0 ...Bond 0 .. Insurance Easement(s) Proposed Activities (mark boxes that apply): .• „Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance ..• .Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ...Total Cut 0 ...Total Fill 0 ...Sanitary Side Sewer 0 ...Cap or Remove Utilities ...Frontage Improvements .„Traffic Control ..• .Backflow Prevention - Fire Protection Irrigation Domestic Water cubic yards cubic yards 0 ...Permanent Water Meter Size... 0 ...Temporary Water Meter Size .. 0 ...Water Only Meter Size D ...Sewer Main Extension Public 0 ..▪ .Water Main Extension Public 0 0. EL 0. 0. E • Geotechnical Report .. • Maintenance Agreement(s) 0 ...Traffic Impact Analysis 0 ...Hold Harmless — (SAO) D ...Hold Harmless — (ROW) .. • Right-of-way Use - Profit for less than 72 hours .. ▪ Right-of-way Use — Potential Disturbance O .. Work in Flood Zone .. Storm Drainage • Abandon Septic Tank Curb Cut . Pavement Cut . Looped Fire Line WO # WO # WO # Private 0 Private 0 Grease Interceptor Channelization .. Trench Excavation El .. Utility Undergrounding 0 ...Deduct Water Meter Size 51 FINANCE INFORMATION Fire Line Size at Property Line 0 ...Water 0 ...Sewer Monthly Service Billing to: Number of Public Fire Hydrant(s) 1=1 ...Sewage Treatment Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip HAApplicationsTorms-Applications On Line \ 20 I 1 ApplicationsWermit Application Revised - 8-9-11.docx Revised: August 2011 hh Page 3 of 4 IPERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT, BUILDING AUT14E7AGENT: ,47 Signature: Date: 01/29/2019 Print Name: Teresa Portman Day Telephone: (425) 641-9200 Mailing Address: 909 112th Ave NE Suite 206 Bellevue WA 98004 City State Zip \ Applications \ Forms -Applications On Line \ 2011 Applications \Permit Application Revised - 8-9-11.docx Revised: August 2011 Page 4 of 4 Cash Register Receipt Receipt Number City of Tukwila DESCRIPTIONS PermitTRAK , CCOUNT QUANTITY PAID $72.10 D19-0041 Address: 790 ANDOVER PARK E Apn: 2623049095 $72.10 Credit Card Fee $2.10 Credit Card Fee R000.369,908.00.00 0.00 $2.10 DEVELOPMENT $70.00 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R17709 R000.345,830.00.00 1.00 $70.00 $72.10 Date Paid: Thursday, May 23, 2019 Paid By: MICHAEL KING Pay Method: CREDIT CARD 023259 Printed: Thursday, May 23, 2019 8:30 AM 1 of 1 C:RW, SYSTEMS DESCRIPTIONS I ACCOUNT QUANTITY PAID PermitTRAK $5,239.80 D19-0041 Address: 790 ANDOVER PARK E Apn: 2623049095 $5,239.80 DEVELOPMENT $4,991.48 PERMIT FEE R000.322.100.00.00 0.00 $4,966.48 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $248.32 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17314 R000.322.900.04.00 0.00 $248.32 $5,239.80 Date Paid: Tuesday, April 02, 2019 Paid By: JPC ARCHITECTS Pa'' Method: CHECK 36176 fll 11110 1.'2C DNA 1 nf 1 #11511U111 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT 1 QUANTITY PermitTRAK D19-0041 Address: 790 ANDOVER PARK E Apn: 2623049095 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R16690 R000.345.830.00.00 0.00 PAID $3,228.21 $3,228.21 Date Paid: Tuesday, January 29, 2019 Paid By: JPC ARCHITECTS Pay Method: CHECK 35977 Printed: Tuesday, January 29, 2019 1:33 PM 1 of 1 SYSTEMS CO TUKWILA ETR4KIT 6200 SOUTH[ENTEK BLVD TUKWILA, W4 98188 206'433'1870 CITY OF TUKWILA Date: 05/23/2019 08:29:57 AM CREDIT [4KD SALE VISA CARD NUMBER: **********5594 K TRxN AMOUNT: $72.10 APPROVAL CD: 023259 RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 D\q-aoq 1 'Project: T of I s ction: /P Address: 'a-7 Date Called: 90 -a Special Instructions: p,� Date lllfanted: a.m. 7_ Z-60 p.m. Requester:43e._ Phone No: Zi 03 Pedi/ Or/Zci Approved per applicable codes. Corrections required prior to approval. COMMENTS: I n s pecto Dater7— REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Insp cece Win: Address- l3E!'T''te Special Instructions. ©ate I ,€anted:: a.m. p.m. Requester: ,.. Phone No: 'Approved per applicable codes. COMMENTS: n s pecto Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431,-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of inspe$tion: lap Address: Date Called: Special Instructsons: Date Wanted: p.m. Requester: Phone No: 142.5- 91 c 43(`' ► pproved per applicable codes. ENT ns pector: orrections required prior to approval. Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspectiob . 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 Project: Type of Inspection: +-�►'� Address: ` Date Called: Special Instructions: '©ate Wanted: p. m. Requester: Phone No: 4&s C/A(f %Z'S pproved per applicable codes. 11 Corrections required prior to approval. COMMENTS: InspectoDate: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. - Ncooij 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 INSPECTION RECORD Retain a copy with permit Project: nspect on: VType4 Address: ' 7 9 0 ( Et ©ate Called: Special Instructions: 'Date Wanted: a.rn. Request 1 Phoneq?5 -,�/ proved per .>= plicable codes. Corrections required prior to approval. COMME nspectt r: Date: s REINSPECTION FEE REQUIRE©. 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 Project: Type of Inspection: Address: Date Call#:d: Special Instructions: Date Wanted: Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ilat41-7 REINSPE ON FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Calf, to schedule reinspection. 411. Lighting Summary LTG -SUM 2015Alashington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 ove 3 stories and all R1 Revised Nov 2017 Project Info Compliance forms do not require a password to use. Instructional and calculating cells are write- protected. Project Title: PSAV Tenant Improvement Date 1/29/2019 Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For Building Department Use FILE Company Name: JPC Architects, PLLCf Company Address: 909 112th Ave NE Suite 206, Bellevue, WA 98004 Applicant Name: Teresa Portman Applicant Phone: 425-641-9200 Applicant Email: teresap@jpcarchitects.com Project Description ❑ New Building ❑ Addition E Alteration ❑ No Lighting Scope Include PROJ-SUM form (included in envelope forms workbook) with lighting compliance forms. Interior Lighting System Description 0 Interior Lighting Plans Included New 2x4 and 2x2 LED light fixtures in new office area. Warehouse lighting to switch out existing fixtures for LED fixtures. Recessed can lighting in restrooms. Interior Lighting Power Allowance Method 0 Building Area Method ❑ Space -by -space Method Select method used in project. Interior Lighting Controls 0 All C405.2.1 - C405,2.8 Lighting Controls ❑ C405.2 Exception 5 Luminaire Level Lighting Controls (LLLC) © Additional Efficiency Package Option C406.4 Enhanced Digital Lighting Controls To comply with C406.4, no less than 90% of the total installed interior lighting power shall comply with the required controls per C406.4. Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in dwelling units comply with: Q No Dwelling 0 C405.2 thru C405.5 Commercial Lighting Controls and LPA Units O C406.3 High Efficacy Lighting O R404.1 Residential High Efficacy Lighting. Dwelling unit lighting complies with WSEC Residential provisions in lieu of WSEC Commercial provisions. Exterior Lighting System Description ClExterior Lighting Plans Included No exterior lighting modifications. REVIEWED FOR—" CODE COMPLI ANCE APPROVED MAR 22 2019 Building Additions Refer to Section C502.2.6 for additional requirements. Compliance Method Int lig Wing Lighting systems in addition area comply with all applicable 4• ��sla provisions as a stand alone new construction project BUILDING DIMS Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance ❑ ❑ wattage in wattage in form. Addition is combined with existing: For interior lighting projects, include new + existing -to -remain interior lighting fixture Proposed Lighting Wattage table in LTG-INT-BLD or LTG-INT-SPACE form. For exterior lighting projects, include new + existing -to -remain exterior lighting fixture Proposed Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG-EXT tijqooi� RECEIVED CITY OF TUKWILA JAN 2 9 2019 PERMIT CENTER Lighting Summary, cont. LTG -SUM 2015'.r0/ashington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised Nov 2017 (Project Title: PSAV Tenant Improvement Date 1/29/2019 Change of Space Use ❑ Existing interior lighting systems in areas under -going a change in space use are upgraded to comply with LPAs for the new space types per Tables C405.4.2(1) or C405,4,2(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG-INT-BLD or LTG-INT--SPACE form. Interior and Exterior Lighting Alterations Select all Lighting Power and Lighting Control elements that apply to the scope of the retrofit project. If project includes a combination of spaces where less than 50% of the existing fixtures are replaced in some spaces, and 50% or more of the fixtures are replaced in others, then provide separate lighting power compliance forms for the two retrofit conditions. Spaces undergoing the same type of retrofit may be combined into one lighting power compliance form. Refer to Section C503.6 for additional requirements. All alteration lighting controls shall be commissioned per C408.3. ❑ No changes are being made to the interior or exterior lighting systems and existing space uses and configuration are not changed. Lighting Power Interior lighting Parking garage Exterior lighting 50% or more of existing are replaced 0 ❑ ❑ Less than 50% of existing are replaced ❑ E ❑ Lamp and/or ballast replacement only — existing total wattage not increased 0 ❑ ❑ 50% or more replaced - Total lighting power of new + existing -to -remain fixtures shall comply with total LPA per Sections C405.4.2 and C405.5.2. Include new + existing -to -remain fixtures in Proposed Lighting Wattage table in LTG-INT-BLD, LTG-INT-SPACE or LTG-EXT form. Less than 50% replaced - Total lighting power of new + existing -to -remain fixtures shall not exceed the total lighting power prior to alteration. Include new + existing -to -remain fixtures in the Proposed Lighting Wattage table in LTG-INT-BLD, LTG-INT-SPACE or LTG-EXT form. 50% threshold applies to number of luminaires for interior spaces and parking garages, and total installed wattage for exterior luminaires. Lighting Controls Interior lighting Parking garage Exterior lighting New wiring installed to serve added fixtures and/or fixtures relocated to new circuit(s) 0 ❑ ❑ New or moved lighting panel ❑ ❑ ❑ Interior space is reconfigured - luminaires unchanged or relocated only ❑ New wiring or circuit - For interior lighting, provide required manual controls per C405.2.3, occupancy sensor controls per C405.2.1, daylight responsive controls per C405.2.4 and application specific lighting controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7. New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic time switch controls per C405.2.2. Reconfigured interior space - Provide all required lighting controls that apply to a new interior space. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured spaces. Interior Lighting - Building Area Method LTG-INT-BLD 15 Washinaton State EnerQv Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and II R1 Revised Nov 2017 Project Title: PSAV Tenant Improvement Date 1/29/2019 Calculation Area NOTE 9 0 New Construction 0 Addition - 0 Addition stand alone + existing n Spaces where < 50% of Spaces where 50% of n Spaces where the Use '-' luminaires are replaced luminaires are replaced "" is changing (C505) For Building Department Use LPA Calculation Type ® Standard 0 Additional Efficiency Package Option 0 C406.3 Reduced Interior Lighting Power To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA. Refer to C406.3 for additional requirements. User Note Maximum Allowed Lighting Wattage NOTE 1 Building Area Location (plan #, room #, or ALL) Area Description Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ft2 x area) NOTE 2 Warehouse 125-129 Warehouse 12834 0. 40 5134 Office 100-121 Offices, conference, break room 42 56 0.66 2809 Total 17090 Pro osed LightingWattage Building Area Location (plan #, room #) NOTE 3, 4, 5, 6 Fixture Description Number of Fixtures Watts per NOTE 7 Fixture Watts Proposed Warehouse 125-129 LED Pendant 2 9 11 328 Office 106, 119, 120 2x2 LED recessed 8 26 208 Office 100-105, 109-111, 116 2x4 LED recessed 33 31 1023 Office 121 LED Pendant 12 11 136 Office 114, 115 Recessed LED Can Lights 12 6 72 Compliance bv Building Area NOTE 8 _ Building Area Warnings Total Allowed Watts Total Proposed Watts Interior Lighting Power Allowance Warehouse Confirm all fixtures are reported under proposed lighting - low watts relative to maximum allowed. 5134 328 COMPLIES Office Confirm all fixtures are reported under proposed lighting - low watts relative to maximum allowed. 2809 1439 COMPLIES Note 1 - List all unique building areas per Table C405.4.2(1) that occur in the project scope. Select building area category from drop down menu. Note 2 - Unlit Message - Enter lighting fixture information for this building area surface in Proposed Lighting Wattage table to generate Lighting Power Allowance. Note 3 - Proposed fixtures must be listed in the building area in which they occur, List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 5 - For lighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fixture blank. Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identify as existing in fixture description. Note 7- For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw -in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wa(tage). For low voltage lighting, enter the wattage of the transformer. For line voltage track/busway systems, enter the larger of the attached luminaire wattage or 50 watts/lineal foot, or enter the wattage limit of permanent current limiting device. Note 8 - Proposed Wattage for each Building Area type shall not exceed the Allowed Wattage for that Building Area type. Trading wattage between Buildina Area types is not allowed under the Buildino Area Method compliance, path, 7943 1767 Totals Project Summary, pg 1 PROJ-SUM 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Revised Oct 2017 General Info PROJ-SUM form shall be provided as a cover sheet for all compliance form submittals. Project Title shall match projectplans title block. Project Title: PSAV Tenant Improvement Date 1/1/2017 Project Street Address: 790 Andover Park East For Building Department Use , _ Project City, County, Zip: Tukwila, WA 98118 Project Owner or Rep: JPC Architects - Teresa Portman Jurisdiction: City of Tukwila Project Description Select all that apply to the scope of project. Select Addition + Existing or Alteration + Existing if the existing building will be combined with the addition or alteration to demonstrate compliance per Section C502.1 or C503.1. New Construction 0 New Building Existing Building 0 Alteration El Historic Building Building Elements Li All 0 Service Hot and Additions 0 Building Addition Retrofit CI Change of Occupancy Scope - Select all that apply 2 Building Envelope 0 Change in Space Conditioning 0 Mechanical Systems El Electrical Systems Water Systems • Lighting Systems Occupancy Type ® All Commercial Q Group R - R2, R3, & R4 0 Mixed Use over 3 stories and all R1 Mixed Use - Building is greater than three stories above grade and it has both Commercial and Group R occupancies. Mixed Occupancy - Building is three stories or less above grade and it has both Commercial and Group R2, R3 or R4 occupancies. Select All Commercial to document compliance for the commercial areas of the building. The residential spaces shall comply with the WSEC Residential Provisions. Space Conditioning Categories Select all that apply to the scope of project 0 Fully Conditioned 0 Semi-heated2 D Low Energy Space Category 11 COMPLIANCE APPROVED Eligible Low Energy D Unconditioned 0 Wireless equipment Spaces D Low energy heating/cooling cap.city MAR 22 2019 1 Equipment building City of TukwIIG service • Greenhouse4 shelter Floor Area and Stories FloosAbove r Grade Building Gross Conditioned Floor Area P I: NGZHVISION 1 4,256 4,256 General Compliance Path 0 Compliance Method 1 - General ® Compliance Method 2 - Total Building Performance Compliance Method 1 - Projects shall demonstrate compliance with all applicable mandatory and prescriptive requirements of this code. Refer to C401.2, Item 1 for more information, Compliance forms to include with a Prescriptive submittal: All applicable ENV, LTG, and MECH, Compliance Method 2 - Projects complying via total building performance (TBP) shall include a summary of results from a whole building energy model per Section C407 and shall demonstrate compliance with all applicable mandatory provisions in this Code. Refer to Section C401.2, Item 2 for more information. Compliance forms to include with a TBP submittal: PROJ-SUM, ENV-CHK, LTG-EXT, LTG-CHK, and all MECH forms except MECH-ECONO and MECH-VENT (pending). Note 1 - Refrigerated Spaces - They shall comply with the envelope and refrigeration equipment requirements in Section C410. Warehouse coolers and freezers shall also comply with the envelope requirements in C402. C410 takes precedent for overlapping requirements. Note 2 - Semi -heated Spaces - If heated with equipment other than electric resistance may take an exemption for wall insulation. All other envelope assemblies shall comply with the thermal envelope provisions. Note 3 - Exemptions For Low Energy Spaces - Low Energy spaces are exempt from all provisions in WSEC Section C402 Building Envelope, a however all other applicable provisions in the Code do apply including lighting, mechanical, service water heating, etc. Et) Note 4 - Eligible Space Conditioning For Low Energy Greenhouses - Greenhouses are defined as spaces that maintain KWILA environment that is used exclusively for cultivation, protection and maintenance of plants. Cooling with outside .r cooling, and any form of heating equipment, are allowed under the Low Energy Greenhouse category. Greenho ses with cooling equipment that requires a condensing unit are NOT eligible. 1C1‘. 0 0 LI 1 PPRIVIIT nPAITFIR JAN 2 9 2019 Project Summary, pg 2 PROJ-SUM 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Revised Oct 2017 General Info I0iectTtle: PSAV Tenant Improvement Date 1/1/2017 C406 Additional Efficiency Package Options Summary A minimum of two Options are required for new construction, and change in space conditioning or occupancy projects. Select all Options included in the current project scope. Also select Options complied with under previous projects (shell and core, other tenant Buildings with multiple tenant spaces may comply with different options (mix & match). Options are required for all space conditioning categories. Include discipline specific information for C406 options in ENV -SUM, LTG -SUM and Refer to SBCC website for official interpretations regarding C406 provisions. Building level efficiency options: Current Scope Previous Projects C406.8 Enhanced envelope performance LI• C406.9 Reduced air infiltration LI• C406.5 On -site renewable energy LJ Building area level efficiency options C406.2 More efficient HVAC equipment EJ C406.6 Dedicated outside air systems (DOAS) • C406.7 Reduced energy use in service water heating EJ• C406.3 Reduced lighting power El C406.4 Enhanced digital lighting controls C406 Comments: Prescriptive Path, pg. 1 ENV -PRESCRIPTIVE Revised Oct 2017 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Project Title: PSAV Tenant Improvement Date 01/01/2017 Target Insulation Allowance Fully Conditioned Space - Commercial, Group R, Mixed Use For Building Department Use Fenestration Area as % gross above -grade wall area Max. Target: 30.0% Skylight Area as % gross roof area Max. Target: 5.0% Vertical Fenestration Alternates: None Selected on ENV -SUM User Note Prescriptive compliance of envelope assemblies may be accomplished by providing insulation R-values per Table C402.1.3 or U-factors / F-factors per Tables C402.1,4 and C402.4. A single project may comply via R-values for some envelope assemblies and U-factors / F-factors for others, Note compliance method taken for each assembly in spaces provided. Building Component R-Value Method for Prescriptive Compliance U-Factor/F-Factor Method for Prescriptive Compliance Provide plan/detail # of assembly and description Cavity Ins. R-Value uominuous Ins, (CI) R-Valuel 7rea OT IVIefai Penetrations in Cl2 Assembly U-Factor U-Factor Source3 0 0 0 CO 0 El 5 TA 5 , . c 5 - ..., L_ Opaque Walls -Above Grauem A To a, U) Metal framing 24" OC w/ R-21 Batt and R-7 (min) CI 21.0 7.0 5 0.04% 5 0.04% 0.055 WSEC A103.3.6.1(1) -ci Fn E Wood/oth5 m 2 ci) . c E 1- x 0_ z 2 (9 713 E E C.'.) ix 0. z 0 (0 U Floors 1 g '45 cg E u_ Prescriptive Path, pg. 2 ENV -PRESCRIPTIVE R-Value Method for Prescriptive Compliance U-Factor/F-Factor Method for Prescriptive Compliance 2015 WSEC Compliance Forms for Co ercia uildings including R2, R3, & R4 ov r 3 stories and al Project Title: PSAV Tenant Improvemen Revised Oct 2 Date 01/01/2017 7 • Fenestration Area as % gross above -grade wall area Max. Target: 30.0% Skylight Area as % gross roof area Max. Target: 5.0% If vertical fenestration or skylight area exceeds maximum allowed per C402.4.1, then the project must comply via Component Performance and provide ENV-UA and ENV-SHGC forms. For Building Department Use Building Component Provide plan/detail # of assembly and description Provide ID from door schedule and description Provide ID from window schedule and description c 0) w derrath a slab -on -grade or exposed floor, this or shall be the scellaneous - Refri • erated S . aces 0 0 r� c N — CO L (9 CO a) ct Provide plan/detail # of assembly and description Provide ID from window schedule and description Perim. Ins. Full Slab CI R-Value R-Value rrolecuon orientation y broken from the Ins. R-Value Cooler / Freezer F-Factor F-Factor Source10 Assembly U-Factor U-Factor Sourcell U-Factor for Prescriptive Co lance Assembly U-Factor U-Factor Source14 unding floor area with the same amount of insulation as req Double Triple Pane Pane Glass Glass Assembly U-Factor U-Factor Source Inert Gas Heat Reflective Filled Treated Glass JPC Architects Andover Park TI Tukwila, WA Structural Calculations CALCULATIONS INCLUDED: These Calculations cover the design of bearing walls and ceiling joists to support an office build out inside an existing warehouse building. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 22 2019 City of Tukwila BUILDING DIVISION b 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 KPFF Project No. 1900038 1/28/2019 RECEIVED CITY OF TUKWILA JAN 2 9 2019 PERMIT CENTER 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206 622-5822 Andover Park TI KPFF Proj. No. 1900038 Permit Submittal Structural Calculations DESIGN SUMMARY Date: 1/28/2019 By: CMD Design: Ceiling Framing Design The Andover Park TI is an office build out inside an existing warehouse building. Structurally, the build out includes the addition of light gage walls supporting ceiling joists for GWB soffits and acoustical drop ceilings. Gravity Design The gravity system is composed of light gage bearing walls supporting ceiling joists. At certain areas, light gage box beams are provided in order to break up joist spans, and the box beams are supported by built-up light gage posts. Joists and wall studs have blocking and bridging for stability, but are not assumed to be sheathed. While the space above the ceiling joists is not intended to be used for any storage, it was designed for very light storage (20 psf) in accordance with the IBC and ASCE 7. Lateral Design The lateral loading that comes from the added ceiling structure is assumed to be distributed to the existing concrete walls of the warehouse. Rim tracks attached the the existing walls provide a load transfer mechanism to drag the minimal amount of lateral load out of the ceiling joists and/or blocking and into the existing structure. In this way, the ceiling joists also brace the top of the partial height wall studs. 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206 622-5822 project Andover Park Ti by CMD location date 1/28/2019 sheet no. client job no. 1900038 FRAMING LAYOUT _ J L) = FULL HEIGHT WALLS ▪ = PARTIAL HEIGHT WALLS • = CEILING JOISTS • = BEAMS 0 = POSTS r. —1, LTJ 4R 1601 5th Avenue, Suite 1600 Seattle, WA 98101 (206] 622-5822 project (\ N DWU- I efz w m by erTh location date 1 a/2 ' ct 1 sheet no. client job no. S4oa©3ca bES(GN CR TSRrA • Gra1 Vt,y LoM1:5 Olr 10 F5F (G W B SoFFrr OR_ ACT CF LL as Psf (Sm C,F ArievE CE 3L1N 5S) • LATEQAL Lop bS Fp = 6.ySws Wp ((4- Cps - U-9 1= I0FT h 2.4 FT zp - ►-b Fp = ©, aea G-35ps -n- 0-a8t) Wp = I© rS� sheet no. project location P, t 0->ovu2 Ci-11;zK. by CMt date client 1607 5th Avenue, Suite 1600 Seattle, WA 98101 1206] 622-5822 job no. I°1�bb3� ASsur1 Sign /-3-to SpciNc, OF ALf" UJp5t, 7 aZ' C to rc-F Pc_ i o'ib PSF l L) = C¢ b k.s J �T D5S1G-N aa15TS t'oR PIP", SPAN 10 SFr N - -33 4S' SPAN - e,opste,/-5-44 l�r SPAN - 860S16a-Sy P-.0• SPAN - ! ©L76 Sl co 2 • SL) 32' cep - rLibb sa5-0 - ea SSE ATT-A C 44 S'b DES IGtJ f Fbiz75 P(?ovri7F_ 1,TSY wF_ j Curs Po,7z edhF� rroNS . Project Name: 10 ft span joist Model: Ceiling Joist - 10' Code: 2012 NASPEC [AISI S100-2012] Page 1 of 1 Date: 01/28/2019 Simpson Strong -Tie® CFS Designer 1.5.0.0 60,00 R1 R2 10,00 Section : 600S162-33 Single C Stud Maxo = 950.6 Ft -Lb Moment of Intertia, I gm 1.79 in"4 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Reactions Support Reactions (Ib) R1 300.00 R2 300.00 Shear and Web Crippling Checks Bending and Shear 47.0% Stressed (Unstlffened): @R1 Bending and Shear NA (Stiffened): Web Stiffeners Yes @R1,R2 Required?: Fy = 33.0 ksi Va = 638.1 lb Flexural and Deflection Check Deflection Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) .(in) Ratio Span 750.0 0.789 750.0 48.0 921.0 0.814 0.179 L/672 Distortional Buckling Check Span K-phi Lm Brac Ma-d Mmax/ lb-in/in in Ft -Lb Ma-d Span 0.00 48.0 788.8 0.951 SIMPSON STRONG -TIE COMPANY INC. www.strongtie.com Project Name: 15 ft span joist Model: Ceiling Joist - 15' Code: 2012 NASPEC [AISI S100-2012] Page 1 of 1 Date: 01/28/2019 Simpson Strong -Tie® CFS DesignerTM' 1.5.0.0 60.00 .11111.11111111111111111.1111.11 R1 R2 15.00 Section 600S162-54 Single C Stud Maxo = 2527.1 Ft -Lb Moment of Intertia, I = 2.86 InA4 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Reactions Support Reactions (Ib) R1 450.00 R2 450.00 Shear and Web Crippling Checks Bending and Shear 15.9% Stressed (Unstiffened): @R1 Bending and Shear NA (Stiffened): Web Stiffeners No Required?: Fy = 50,0 ksi Va = 2822.9 Ib Flexural and Deflection Check Deflection Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Span 1687.5 0.668 1687.5 48.0 2080.9 0.811 0.567 L/317 Distortional Buckling Check Span K-phi Lm Brac Ma-d Mmax/ Ib-in/in in Ft -Lb Ma-d Span 0.00 96.0 2158.3 0.782 SIMPSON STRONG -TIE COMPANY INC. www.strengtie.com Project Name: 18 ft span joist Model: Ceiling Joist - 18' Code: 2012 NASPEC EAISI S100-2012] Page 1 of Date: 01/28/2019 Simpson Strong -Tie® CFS Designer"' 1.5.0.0 60.00 11111M11111•1111111111111=11 R1 R2 18.00 Section : 800S162-54 Single C Stud Maxo = 3065.9 Ft -Lb Moment of intertia, I = 5.60 InA4 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Reactions Support Reactions (Ib) R1 540.00 R2 540.00 Shear and Web Crippling Checks Bending and Shear 25.8% Stressed (Unstiffened): @R1 Bending and Shear NA (Stiffened): Web Stiffeners No Required?: Fy = 50.0 ksi Va = 2091.3 Ib Flexural and Deflection Check Deflection Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Span 2430.0 0.793 2430.0 48.0 2782.7 0.873 0.601 L/360 Distortional Buckling Check Span K-phi Lm Brac Ma-d Mmax/ Ib-in/in in Ft -Lb Ma-d Span 0.00 96.0 2734.3 0.889 SIMPSON STRONG -TIE COMPANY INC. www.strongtie.com Project Name: 20 ft span joist Model: Ceiling Joist - 20' Code: 2012 NASPEC [AISI S100-2012] Page 1 of 1 Date: 01/28/2019 Simpson Strong -Tie@ CFS Designer Tm 1.5.0.0 60.00 INI1=11111111111111111M R1 R2 20.00 Section : 1000S162-54 Single C Stud Maxo = 3922.2 Ft -Lb Moment of Intertla, I = 9.39 InA4 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Reactions Support Reactions (Ib) R1 600.00 R2 600.00 Shear and Web Crippling Checks Bending and Shear 36.1% Stressed (Unstiffenedf: @R1 Bending and Shear NA (Stiffened): Web Stiffeners Yes @R1,R2 Required?: Fy = 50.0 ksi Va = 1660.8 Ib Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Span 3000.0 0.765 3000.0 48.0 3535.8 0.848 0.546 L/440 Distortional Buckling Check Span K-phi Lm Brac Ma-d Mmax/ Ib-in/in in Ft -Lb Ma-d Span 0.00 96.0 3364.1 0.892 SIMPSON STRONG -TIE COMPANY INC. www.strongtie.com Project Name: 32 ft span joist Model: Ceiling Joist - 32' Code: 2012 NASPEC [A1518100-2012] Page 1 of 1 Date: 01/28/2019 Simpson Strong -Tie® CFS DesignerTM' 1.5.0.0 60.00 — R1 R2 32.00 Section : 1400S250-68 Single C Stud Maxo = 8857.7 Ft -Lb Moment of Intertia, I = 33.57 In"4 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Reactions Support Reactions (Ib) R1 960.00 R2 960.00 Shear and Web Crippling Checks Bending and Shear 40.6% Stressed (Unstiffened): @R1 Bending and Shear NA (Stiffened): Web Stiffeners Yes @R1,R2 Required?: Fya50.Oksi Va = 2364.6 Ib Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Span 7680.0 0.867 7680.0 48.0 8841.8 0.869 1.001 L/384 Distortional Buckling Check Span K-phi Lm Brac Ma-d Mmax/ Ib-in/in in Ft -Lb Ma-d Span 0.00 96.0 7815.7 0.983 SIMPSON STRONG -TIE COMPANY INC. www.strongtie.com project location date t iaR I,,2b) `1 sheet no. lient 7601 Sth Avenue, Suite 1600 Seattle, WA 98107 [2061 622-5822 job no. t s14n/ �+5slli�t� S-rvv SPP -'N4 0.-r ` f ut.L t; F_ t (t.9© 18/ ) (2a. o LB Coc'©S- 243 - S'Ef A-rfraCv,Vt, DUstc.sl )2-�—,'0n-T PrrzTrAL H=lGh1-T ST'uPS H - to' • b" P . ((a\) t-sl �) (aa/e t ;87.0 s i5'©b u3 3 to AS 1 caa - 33 • SEE prrrA C Rspt)27- Project Name: Full Height wall stud Model: Full Height Stud '23.5' Date: 01/28/2019 Page 1 of Simpson 3trongTie0CF8Designer T°1.5.O.O Reactions and Connections Number nfConnectors Required ameach Reaction: 1 No. of No. of Simpson Roq'd Req)d# Strong -Tie screws to 12'14 Support Reaction (lb) Connector stud Anchors R1 0l0 No Solutions R2 0.00 8C1345.5 2 Total Vertical Shear Carried hyConnectors (l4)O BridninnConnectors - Design Method =/US|S1OU Simnsongtn,nQ'Tie Spam/CantiLeve, Bridging Connector Stress Ratio Span LSU8H3.25(yNin) 0.15 Shear and Web Chpp|innChecks Sending and Shear (unntiffenoa): N/A BwndinWand Shear (Stiffened): N& Web Stiffeners Required?: No Swntlon600S200430nQle C Stud Fy=338kei Mann= 1436�9Ft-Lb Moment nf|nte,tin.|=2.08in^4 Vm=14157lb, Loads have not been modified for strength checks Loads have been multiplied by0.70for deflection calculations Reactions have been multiplied by 1.0 for opposite load direction for connection design Flexural and Deflection Check DeflectionMonan mmux/ Mpon Bracing Ma(B,c} Mpp�/ Span Ft -Lb Mmxv Ft -Lb (in) Ft -Lb Mo(B'c) (in) mauv Span 0.0 0.000 OD 120.0 778.7 0.000 0.000 L0 Distortional ounk|inuCheck Span m'pm LmB,uc Ma-d Mmax/ lb-in/in in Ft -Lb Ma-u Span 0.00 96.0 1282A 0�000 Combined Benmnuand Axial Load Details Axial Lu Bracing(in) Max «-Phi Lnm Bracing Allow Intr. Span (lb) KyLy M]Lt KL/r (lb-in/in) (in) load(lb) P/Pa Value oIMpsnwSTRONG-TIE COMPANY INC. www.stronqtie co Project Name: Partial Height wall stud Model: Partial Height Stud '1O' Date: 01/28/2019 Page 1 of Simpson GtrongTie@CFSDesigner TM1.5�O.0 10.00 Reactions and Connections Number ofConnectors Required umeach Reaction: 1 No. of No. of Simpson Req'd Rwq'd# Strong -Tie, screws to 1244 Support Reaction (lb) Connector stud Anchors R1 000 No Solutions R2 0.00 OC1343.5 2 Total Vertical Shear Carried byConnectors (|b)O J3ridqinnConnectors ' Design Method =A|S|S1oV Simpooneurnng'Tie Span/CanULovor Bridging Connector Stress Ratio Span LSUBH3.25(K1in) 0.13 Shear and Web Crippling Checks Bending and Sheur(Vnsuffened): N/A Sending and Shear (Sdffened): NA Web Stiffeners Reqvi,ad?: No Section / 362G162-330ngle CWtud Fy=33.0ksi Maxp= 448.9Ft-Lb Moment of|ntertia,|=O.55in^4 Va=iO23.V|b Loads have not been modified for strength checks Loads have been multiplied byU.70for deflection calculations Reactions have been multiplied by 1.0 for opposite load direction for connection design Flexural and Deflection Check Deflection Mmax Mmpn/ Mpos Bracing Ma(B,c) mpno/ Span Ft -Lb Maxw Ft -Lb (in) Ft -Lb M=(Brc) (in) Ratio Span 0.0 0.000 0.0 Mid -Pt 408.5 0.000 0.000 L/0 oistortiona|BvcNinqChwck Span K'phi LmB,ac Ma-d Mnnax/ lb-in/in in Ft -Lb Ma-d Span 0.00 96.0 452.4 0.000 Combined Bending and Axial Load Details »m'mLu Bracing(in) Max «'nhi LmB,amng Allow Intr. Span (m) mvLy wlLt mL/, (lb-in/in) (in) load(lb) p/pa Value Span 1500.0(o) Mid -Pt Mid -Pt 97 0.0 98.0 16471(o) 0.01 0.91 mMpuomSTRONG-TIE COMPANY INC. wmmvsonngtio.com sheet no. p location s P»n.x "T1 by GM1D date /VO client 1601 5th Avenue, Suite 1600 Seattle. WA 98101 [2061 622-5822 job no. gOb(53(6, • S raM B- l Spent Pr W q'30 FM.)04/2 -- tb Pr/ a} Yo u31F - 9-1 Cz) ILiobSss-o -9* Bt)ve SEE tlEsIc.41,4 EEPvR-Y •g i -a SPAN tL4 Lk) = (3c> vs) (i b Pr / a. + l2 Fr (2) = L4?.r7 LS (Fr -71z;-( (A) lob©scD— cog 60)( b SEE ©ES fceN1 1ePbp:r' Project Name: Beam B1 Model: Beam B1 Code: 2012 NASPEC [AISI S100-2012] Page 1 of 1 Date: 01/28/2019 Simpson Strong -Tie® CFS DosignerTM 1.5.0.0 540.00 11111111111111111111111111111111111 R1 Nis R2 20.00 Section : (2) 14005250-97 Boxed C Stud Maxo = 29992.0 Ft -Lb Moment of Intertla, I = 97.30 in"4 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Reactions Support Reactions (lb) R1 5400.00 R2 5400.00 Shear and Web Crippling Checks Bending andl Shear 38.9% Stressed (Unstiffened): @R2 Bending and Shear NA (Stiffened): Web Stiffeners Yes @R1,R2 Required?: Fy = 50.0 ksi Va = 13878.6 lb Flexural and Deflection Check Deflection Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Span 27000.0 0.900 27000.0 24.0 29992.0 0.900 0.474 L/506 SIMPSON STRONG:TIE COMPANY INC. www.strongtie.com MI11111•111111111111111111111111 R1 NM R2 14.00 Section : (2) 1000S200-68 Boxed C Stud Maxo = 12077.3 Ft -Lb Moment of Intertia, I = 27.33104 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Project Name: Beam B2 Model: Beam B2 Code: 2012 NASPEC [AISI S100-2012] Page 1 of 1 Date: 01/28/2019 Simpson Strong -Tie®, CFS Designer"' 1.5.0.0 Reactions Support Reactions (Ib) R1 2940.00 R2 2940.00 Shear and Web Crippling Checks 420.00 Bending and Shear 43.9% Stressed (Unstiffeneel): @R2 Bending and Shear NA (Stiffened): Web Stiffeners Yes @R1,R2 Required?: Fy = 50.0 ksi Va = 6690.8 Ib Flexural and Deflection Check Deflection Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Span 10290.0 0.852 10290.0 24,0 12077.3 0.852 0.315 L/533 SIMPSON STRONG -TIE COMPANY INC. www.strongtie.com i 1601 5th Avenue, Suite 1600 Seattle, WA 98101 (206) 622-5822 pro)ect i� - t*VE(Z PFj 2 location client by Ci►�1� :date /3 e sheet no, lob no, 19 Obb3$ P-1 it 7 = S1-tor) SEAM 8-) • PbsT P-a TAK-ES QSf+G--'o F4201%4 F,3ER94 8-a aa`-ib u3 372-'? (a.) 3toas ti02.. 33 - SF. 1= T;C1-t b T/F-414 ^) f2 E$ 0 [tom Project Name: Post P1 Model: Post P1 Code: 2012NASPECyV0S100-2012g Page 1of1 Date: 01/28/2019 Simpson Strong-Tim@CFSDesigner T" 1.5D.0 10.00 Reactions and Connections Number ofConnectors Required mmeach Reaction: 2 No. of No. of Simpson Roq\1 Req'd# Strong -Tie screws to 12'14 Support Reaction (lb) Connector stud Anoxum R1 OlN No Solutions R2 OlN SC1343.5 2 Total Vertical Shear Carried hyConnectors (lb) O BridninnConnectors ' Design M^thod=vuS|S1OV Simnsoncaonn.g-Tie Span/CandLever Bridging Connector Stress Ratio Span N/A Ahov,and Web Crippling Checks Bending and Shear (unstiffen*o): N/A Sending and Shear (Sbffened): NA Web Stiffeners Reqvioudv: No: Section (2)382S308'54 Boxed Stud Fy=5O.0hsi Moxn= 24*2.8Ft-Lb Moment n{|martia.|=2.V0in^4 va=6743.1|h Loads have not been modified for strength checks Loads have been multiplied byO.7Vfor deflection calculations Reactions have been multiplied by1.Ofor opposite load direction for connection design Flexural and Deflection Check �m�^ �nn�x/ Mpvo Bracing Ma(Bmo) Mp*s/ Deflection Span Ft -Lb Maxn Ft -Lb (in) Ft -Lb Ma(Brp) (in} Ratio Span 0.0 0.000 0.0 48.0 2442.8 0.000 D.000 L/O Combined Bending and Axial Load Details xm/a/ Lu o'a«i»u<in> Max K'Phi Lm Bracing Allow Intr. Span (|b) KyLy Htu KL1r (lb-in/in) (in) load(lb) P/Pa Value Span 5400.0(c) 48.0 48.0 82 0.0 06.0 13072.8(o) 041 0.41 Member Interconnection Spacing = 12in See NASPEC D1.2 for additional interconnection requirements oIMpSVwSTRONG-TIE COMPANY INC. xww.mmngtiw.cvm Project Name: PostP2 Model: Post P2 Code: 2012NA8PECyV8|G100-20121 Page 1o«1 Date: 01/28/2019 Simpson Strong-Ti*@zCF8DaaignerTm 1.5�.0 10.00 Reactions and Connections Number ofConnectors Required ateach Reaction: 2 No. of No. of Simpson Req`d Roq'd# Strong -Tie screws to 12'14 Support Reaction (lb) Connector stud Anchors R1 0.00 No Solutions R2 OlN 8C1343.5 2 Total Vertical Shear Carried byConnectors (|b)O Bridging Connectors ' Design Method =A|8|S1VV SimpennStrung'Tie Span»CanWLexer Bridging Connector Stress Ratio Span N64 Shear and Web Crippling Checks Sending and Shear (Un,tiMened): N/A Sending and Shear (8bffened): NA Web Stiffeners maquired?: No SectionC8362$182-33 Boxed Stud Fy=33.0hsi Maxo= 881.7Ft-Lb Moment of|ntertia.|=110in^4 vo=2O472|b Loads have not been modified for strength checks Loads have been multiplied byO.70for deflection calculations Reactions have been multiplied by 1.0 for opposite load direction for connection design Flexural and Deflection Check Deflection Mmmmx Mmnzx/ Mpcs Bracing Ma(Bpc) mvms/ Span Ft -Lb Maxv Ft -Lb (in) Ft -Lb Ma(Bnc) (in) Ratio Span 0.0 0.800 0.0 48.0 8817 0.000 *.00O U0 Combined Bending and Axial Load Details »m/a/ Ld Bracing(in) Max K-Phi Lm Bracing Allow Intr. Span (|h) myLy ADu KL1, (lb-in/in) (in) |oaa<|b> P/Pa Value Span 29408(o) 48.0 48.0 83 0.0 86.0 4872.3(c) 0.59 0.50 Member Interconnection Spacing = 12in See mAnPECD1.2for additional interconnection requirements mMPSOwSTRONG-TIE COMPANY INC. www.strongtiecom City of Tukwi Department of Community Development May 06, 2019 MOLLY SALING 909 1 ITH AVE NE - SUITE 206 BELLEVUE, WA 98004 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D19-0041 PSAV - 790 ANDOVER PARK E Dear Molly, Allan Ekberg, Mayor Jack Pace, Director 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: BUILDING - R DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11 x 17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. The plans provided are not stamped and signed by the architect. All plan sheets and related documents produced by engineer and/or architect shall be stamped and signed to include "date" of signature. Provide damped and signed plan sheets. (See Applicable General Notes above). 2. On the plans, clearly identify or cloud all new changes or revisions. Note: Contingent on response to these corrections, further plan review may request for additional corrections. 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. Sincerely, 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 7 4 Ka dace Nichols Permit Technician File No. D19-0041 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development March 08, 2019 MOLLY SALING 909 11TH AVE NE - SUITE 206 BELLEVUE, WA 98004 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D19-00,41 PSAV - 790 ANDOVER PARK E Dear MOLLY SALING, Allan Ekberg, Mayor Jack Pace, Director 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: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seaUstamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Plan set size and notes are very difficult to read at the scale provided. Please provide plans at a larger scale and where fonts are more legible for all that shall be reviewing and doing inspections. (IBC [A] 107.2.1) Note: Contingent on response to these corrections, further plan review may request for additional corrections 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 bv a messenger service. Sincerely, .e....z)v_p Bill Rambo Permit Technician File No. D19-0041 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Bill Ri-,m0bo From: Molly Sa|ing<K4o|lyS@UP[Ardhhectszom^ Gent Tuesday, February 19\2019517 PM To: Bill Rambo Cc: Teresa Portman Hi BiU— ~ ThonkyoufmrneturningmycaUtoday. Asdiscussed, would you please add myself asacontact for perm* �number D19' 0O41. Thank!/ou, -Molly Molly Saling NQDQ @ Certificate No, O28O47 JPC^3�3CHITECTS Q8911�I*Ave NE SuUa2OO BoUovu�.VVAQ8DO4 42564,9200 axi335 ��w a)''irc���ts.com ^� t Disclaimer The information contained in this communication from the sender is umnucnua/. It is .me"oou solely for use by the recipient and others authorized to receive /t. If you are not the recipient, you are hcneuv notified that any mo|vsupe, mvvms' distribution or taking action in ,cwuon vrthe contents m th is /om� nvuon is strictly prohibited and may be unlawful, it CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments qrclick links from an unknown or suspicious origin. ' u RECEIVED CITY OF TUKWILA ����� ���� ,�u*°~« u�"� K��~������ ~~~ ~,~.°� ~°°�°mnm~�n 1 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0041 PROJECT NAME: PSAV SITE ADDRESS: 790 ANDOVER PARK E Original Plan Submittal DATE: 05/14/19 Revision # before Permit !ssued X Response to Correction Letter 1 X Revision # 1 after Permit Icsued DEPARTMENTS: A-T s-o-k1 14 Building Division Fire Prevention Public Works Structural n Planning Division Permit CoordinAtor PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 05/16/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: DUE DATE: 06/13/19 n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping D PW LJ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0041 PROJECT NAME: PSAV SITE ADDRESS: 790 ANDOVER PARK E Original Plan Submittal Revision # before Permit Issued DATE: 05/02/19 Response to Correction Letter # Revision # 1 after Permit Issued DEPARTMENTS: k\1 Building Division Public Works RYIA t\lo, Fire Prevention Planning Division Structural r Permit Coordinator 111 PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/04/19 Approved Approved with Conditions n DATE: 05/07/19 Corrections Required Denied (ie: Zoning Issues (corrections entered in Reviews) Structural Review Required r Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED:___________ Departments issued corrections: Bldg Fire ID Ping ri PW D Staff Initials: 12/18/2013 PERMIT COORD COPY o PLAN REVIEW/ROUTING RAI) PERMIT NUMBER: D19-0041 DATE: 03/11/19 PROJECT NAME: PSAV SITE ADDRESS: 790 ANDOVER PARK E Original Plan Submittal X Response to Correction Letter # DEPARTMENTS: Building Division Public Works Fire Prevention Structural Revision # before Permit Issued Revision # after Permit Issued Planning Division . Permit Coordm ftor PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 03/12/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: Si - DUE DATE: 04/09/19 Approved with Conditions Denied (ie: (ie: Zoning Issues vuo-e REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire 1:1 Ping 0 PW 0 Staff Initials: 12/18/2013 C.1) PERMIT COORD COPY. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0041 DATE: 01/29/19 PROJECT NAME: PSAV SITE ADDRESS: 790 ANDOVER PARK E X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: AI- CO hi 14.11 AtA Atoc.-t-Jt? Building Division 110 Fire Prevention • Publrc Work Structural PRELIMINARY REVIEW: DATE: 01/31/19 fvF, Planning Division Permit Coordinator II Not Applicable (no approval/review required) Structural Review Required REVIEWER'S N TIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 02/28/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire D Ping D PW Li Staff Initials: 12/18/2013 PROJECT NAME: SITE ADDRESS: 1C6A-V 790 Andover Pak_ E PERMIT NO: L/9- OD tit ORIGINAL ISSUE DATE: 2/-2 -/ REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INIVI_,S_ I li. 2 2. - I summary of Revision: R.e.,v,.5,. an -hp 6-3rux.4--LA,AJ &Wart e'-f . / Ls ez-od 6e,'1.70, Received by: 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 print) 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 print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of 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 5 201.9 Revision submittals must be submitted in person at the Permit Center. °Iftifs Revisions will not be accepted through the mail, fax, etc. Date: ° 514'11 Plan Check/Permit Number: D19-0041 Response to Incomplete Letter # Response to Correction Letter # 1 for Revision # 1 LJ Revision # after Permit is Issued Ej Revision requested by a City Building Inspector or Plans Examiner E] Deferred Submittal # Project Name: PSAV Project Address: 790 Andover Park E Contact Person: tvoth 5 Oil in Summary of Revision: —Charnt San SituCtUrol Cloudtd - 3-truc9uroll siotrylp cothd Phone Number: Li 2-b. 09 1,9 Z,00 Sheet Number(s): 5.1r UC I 5htci3 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 6 irk Entered in TRAKiT on e, 5776 W:Wermit Center (Rachelle)\Kandace - Revision Submittal Form.doc City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaINA.gov RECEIVED CITY OF TUKWILAt. APR 2 2 2019 PERMIT CENTER Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 I2Z 1161 Plan Check/Permit Number: 0 Response to Incomplete Letter # EJ Response to Correction Letter # Revision # / after Permit is Issued LI Revision requested by a City Building Inspector or Plans Examiner 0 Deferred Submittal # Project Name: r741/ Project Address: 7 g 0 A-14 COr / Contact Person: Summary of Revision: 0,1 Phone Number: f,2b0 be// -62c0 Sheet Number(s): "Cloud" or highlight all areas of vision including date of revision Received at the City of Tukwila Permit Center b Entered in TRAKiT on q WAPerrnit CersterlTemplates‘Forms1Revision Submittal Form:doe Revised: August 2015 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA,gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 05.1111 Plan Check/Permit Number: D11.001-1 LJ Response to Incomplete Letter # XResponse to Correction Letter # r] Revision # after Permit is Issued ill Revision requested by a City Building Inspector or Plans Examiner E Deferred Submittal # Project Name: p 5 AN Project Address: 710 devrr roirY- E. RECEIVED CITY OF TUKWILA MAR 1 1 2019 PERMIT CENTER Contact Person: MO 5&thhG Phone Number: Li 25. (091.117-00 Summary of Revision: choncc.ShtC,1 Zilt) f rarY1 15.2.i 10 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 0-3///// W:Werrnit CenteffemplatesTorms \Revision Submittal Form.doc Revised: August 2015 Home Espanol Gontact Search L&I Safety & Health Claims & Insurance Washington State Department ol Labor & industries FOUSHEE & ASSOCIATES CO INC Owner or tradesperson Principals JONES, ERIC BRADLEY, PRESIDENT KOCH, LISA HINES, SECRETARY ANDERSON, LOCH GRAYDON, SECRETARY (End: 07/26/2013) FOUSHEE, JEFFERY CHARLES, CHIEF EXECUTIVE OFFICER (End: 07/26/2013) BARKER, RICHARD A (End: 08/01/2011) Doing business as FOUSHEE & ASSOCIATES CO INC WA UBI No. 600 259 643 PO BOX 3767 BELLEVUE, WA 98009 425-746-1000 KING County Business type Corporation Governing persons ERIC JONES BRITT SLONE; MARK STILLWELL; LISA KOCH; A-Z Index Help My MI Workplace Rights Trades & Licensing License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. FOUSHAC1580D Effective — expiration 09/04/1985— 08/14/2019 Bond Safeco Ins Co of America Bond account no. 695000995 $12,000.00 Received by L&I Effective date 05/11/2012 04/20/2012 Expiration date Until Canceled Insurance .... Phoenix Insurance Company, The $1,000,000.00 Policy no. Help us improve CO-6K981125-PHX-18 0 Received by L&I Effective date 04/12/2018 04/15/2018 Expiration date 04/15/2019 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. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workerscomp premiums, L&I Account ID Account is current. 385,029-00 Doing business as FOUSHEE & ASSOCIATES CO INC Estimated workers reported Quarter 4 of Year 2018 "Greater than 100 Workers" L&I account contact T5 / MELISSA VEST (360)902-5613 - Email: VESM235@lni.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for, Inspection results date 04/21/2016 Inspection no. 317940152 Location (Ford of Bellevue) Bellevue, WA 98004 Inspection results date 12/24/2015 Inspection no. 317938804 Location 1200 south Dearborn Seattle, WA 98144 Inspection results date 01/07/2015 Inspection no. 317617892 Location 2005 Airport Way S Seattle, WA 98134 Violations No violations No violations Help us improve Inspection results date 08/28/2014 Inspection no. 317384378 Location 2005 Airport Way Seattle, WA 98134 Inspection results date 04/02/2014 Inspection no. 316993534 Location 6742 185th Ave NE Redmond, WA 98052 No violations No violations Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve 1 ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, AS AMENDED BY THE CITY OF TUKWILA SEISMIC LOADS SEISMIC DESIGN IS BASED ON THE REQUIREMENTS IN ASCE 7 CHAPTER 13 WITH THE FOLLOWING FACTORS: SITE CLASS D RISK CATEGORY II SEISMIC DESIGN CATEGORY D Ss = 1.44 g 1 = 24 FT S, = 0.54g Ip = VARIES SDs= 0.96g ap = VARIES SD, = 0.54 g RP = VARIES SUBMITTALS SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO ANY FABRICATION OR CONSTRUCTION FOR ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: COLD -FORMED STEEL STUDS AND JOISTS, IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF THE WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN. DEFERRED SUBMITTALS PER IBC SECTION 107.3.4.1, DRAWINGS AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF THE WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN AND SHALL BE SUBMITTED TO THE ARCHITECT AND THE BUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATION. DEFERRED SUBMITTALS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: EQUIPMENT ANCHORAGE SEISMIC DESIGN OF NONSTRUCTURAL COMPONENTS NONSTRUCTURAL COMPONENTS DESIGN, DETAILING AND ANCHORAGE OF ALL NONSTRUCTURAL COMPONENTS SHALL BE IN ACCORDANCE WITH IBC SECTION 1613, ASCE 7 CHAPTER 13, AND THE PROJECT SPECIFICATIONS. NONSTRUCTURAL COMPONENTS DESIGNED BY OTHERS SHALL NOT INDUCE TORSIONAL LOADING INTO SUPPORTING STEEL STRUCTURAL MEMBERS WITHOUT ADDITIONAL BRACING OF THOSE MEMBERS TO ELIMINATE TORSIONAL FORCES. TORSIONAL BRACING SHALL BE DESIGNED BY THE NONSTRUCTURAL COMPONENT DESIGNER AND APPROVED BY THE ENGINEER. INSPECTION SPECIAL INSPECTION PER IBC CHAPTER 17 SHALL BE PERFORMED BY AN APPROVED TESTING AGENCY AS INDICATED IN THE STATEMENT OF SPECIAL INSPECTIONS AND TESTING. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL LEVELS, DIMENSIONS, AND EXISTING CONDITIONS IN THE FIELD BEFORE PROCEEDING. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR FIELD CHANGES PRIOR TO INSTALLATION OR FABRICATION, IN CASE OF DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE DRAWINGS, THE CONTRACTOR SHALL OBTAIN DIRECTION FROM THE ARCHITECT BEFORE PROCEEDING. DIMENSIONS NOTED AS PLUS OR MINUS (t) INDICATE UNVERIFIED DIMENSIONS AND ARE APPROXIMATE. NOTIFY ARCHITECT IMMEDIATELY OF CONFLICTS OR EXCESSIVE VARIATIONS FROM INDICATED DIMENSIONS. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS»DO NOT SCALE DRAWINGS, DIMENSIONS OF EXISTING CONDITIONS MAY BE BASED ON RECORD DRAWINGS AND ARE TO BE FIELD -VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS, EXISTING CONSTRUCTION AND SOIL EXCAVATIONS, AS REQUIRED, AND IN A MANNER SUITABLE TO THE WORK SEQUENCE. TEMPORARY SHORING AND BRACING SHALL NOT BE REMOVED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND MATERIALS HAVE ACHIEVED DESIGN STRENGTH. NO REINFORCING BARS IN EXISTING CONSTRUCTION SHALL BE CUT UNLESS DIRECTED TO BY THE ARCHITECT OR AS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK, MEMBER SPACING ALL FRAMING MEMBERS SHALL BE EQUALLY SPACED BETWEEN GRID LINES, COLUMNS, AND DIMENSIONED FRAMING UNLESS NOTED OTHERWISE. IMIT 6 1P POST -INSTALLED ANCHORS PROVIDE POST -INSTALLED ANCHORS AS SPECIFIED IN THESE DRAWINGS. USE OF ALTERNATE PRODUCTS, OR OF POST -INSTALLED ANCHORS AT LOCATIONS NOT SHOWN IN THESE DRAWINGS, IS SUBJECT TO THE APPROVAL OF THE ARCHITECT. SUBMIT PROPOSED ANCHORS TO THE ARCHITECT WITH AN ICC-ES OR IAPMO UES REPORT VALID FOR THE 2015 IBC. SUBMITTED ICC-ES AND IAPMO UES REPORTS SHALL DEMONSTRATE THAT THE ANCHORS ARE SUITABLE FOR USE IN CRACKED CONCRETE OR UNCRACKED, FULLY GROUTED REINFORCED CONCRETE MASONRY UNITS. WHERE ANCHORS RESIST SEISMIC LOADS, SUBMITTED ICC-ES AND IAPMO UES REPORTS SHALL DEMONSTRATE THAT THE ANCHORS ARE SUITABLE FOR THE RESISTANCE OF SEISMIC LOADS, ADHESIVES SHALL NOT BE INSTALLED PRIOR TO THE CONCRETE REACHING AN AGE OF 21 DAYS AS REQUIRED BY ACI 318. REFERENCE STANDARDS IBC CHAPTER 22, SECTIONS 2210 AND 2211. AISI S100 "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" AISI S240 "NORTH AMERICAN SPECIFICATION FOR COLD -FORMED STEEL STRUCTURAL FRAMING" AISI S400 "NORTH AMERICAN SPECIFICATION FOR SEISMIC DESIGN OF COLD -FORMED STEEL STRUCTURALSYSTEMS" STRUCTURAL NOTES AND ABBREVIATIONS SUBMITTALS SUBMIT PRODUCT DATA AND PROOF OF ICC-ES OR IAPMO-UES APPROVAL FOR FRAMING MEMBERS, FASTENERS, AND CONNECTION HARDWARE VALID FOR THE 2015 IBC. ALTERNATE MATERIALS WITH EQUIVALENT SIZE, SHAPE, STRENGTH AND STIFFNESS SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT. FRAMING MEMBERS COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SIZE, SHAPE, AND GRADE AS INDICATED ON THE DRAWINGS AND IN ACCORDANCE WITH THE STEEL STUD MANUFACTURER'S ASSOCIATION [CC EVALUATION REPORT ESR-3064P. MATERIALS STUDS AND TRACK ASTM A 1003, TYPE H 43 MIL AND THINNER, GRADE 33 54 MIL AND THICKER, GRADE 50 FLOOR JOISTS, ROOF JOISTS AND RIM TRACK TRADEREADY BY CLARKDIETRICH 43 MIL AND THINNER, GRADE 33 54 MIL AND THICKER, GRADE 50 MISCELLANEOUS SHAPES (STRIPS, ASTM A 653, GRADE 50 SHEETS, ANGLES, BRIDGING) SHEET METAL SCREWS FRAMING FASTENERS SHEAR WALL FASTENERS FLOOR AND ROOF DIAPHRAGM FASTENERS WELDING ELECTRODES ASTM C 1513 GRABBER WAFER HEAD GRABBER BUGLE HEAD GRABBER PAN OR HEX HEAD 70 KSI, USE LOW HYDROGEN WHEN WELDING TO STRUCTURAL STEEL FRAMING CONNECTORS CONNECTORS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY AS SPECIFIED IN CATALOG NO. C-CFS-15. PROVIDE THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER UNLESS NOTED OTHERWISE. CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE FASTENERS IN EACH MEMBER SHEET METAL SCREWS FASTENERS SHALL BE SELF -DRILLING AND SHALL EXTEND THROUGH THE CONNECTION WITH A MINIMUM OF 3 EXPOSED THREADS. WELDING WELDING OF COLD -FORMED STEEL SHALL CONFORM TO AWS D1.3 AND SHALL BE PERFORMED BY AWS CERTIFIED WELDERS, GALVANIZING GALVANIZE ALL MEMBERS IN ACCORDANCE WITH ASTM A 653, G60. COLD -FORMED STEEL ANCHORS TO CONCRETE AND STEEL WHERE INDICATED ON THE DRAWINGS, PROVIDE ANCHORS PER THE FOLLOWING TABLE. USE OF ALTERNATE PRODUCTS IS SUBJECT TO THE APPROVAL OF THE ARCHITECT, SUBMIT PROPOSED ANCHORS TO THE ARCHITECT WITH AN ICC-ES OR IAPMO UES REPORT VALID FOR THE 2015 IBC. REFERENCE THE ANCHORS SECTION FOR ADDITIONAL REQUIREMENTS. COLD -FORMED STEEL ANCHORS TO CONIC AND STEEL APPLICATION PRODUCT DIAMETER LENGTH MIN EDGE MIN EVALUATION DISTANCE SPACING REPORT PAF HILTI 0.145" FULLSTEEL 1/2" 1" ICC-ES TO STEEL X-S16P8TH PENETRATION ESR-1752 (3/16" MIN) CONCRETE SIMPSON 31W 21/2" 23/4" 3" ICC-ES SCREW TITEN HD ESR-2713 ANCHOR STUD PUNCHOUTS STUD PUNCHOUTS SHALL BE SPACED 24" OC AT MINIMUM, THE FIRST PUNCHOUT SHALL BE A MINIMUM OF 10" AWAY FROM THE ENDS OF EACH STUD, BUNDLED STUDS TWO STUDS IN A BOXED CONFIGURATION, OR STUD GROUPS OF 3 OR MORE MEMBERS, SHALL BE SHOP WELDED WITH 1/8" FLARE GROOVE WELDS x 1/2" LONG, BOTH SIDES AT 12" OC. INSULATION PROVIDE INSULATION IN BOXED OR BUILT-UP FRAMING MEMBERS AS REQUIRED BY THE ARCHITECTURAL DRAWINGS, COLD -FORMED STEEL JOISTS JOISTS ARE ASSUMED TO HAVE FULL LATERAL SUPPORT WITH DECKING ATTACHED TO THE COMPRESSION FLANGE. JOIST ENDS MUST BE BRACED BY RIM TRACK OR BLOCKING. MINIMUM 3 1/2" JOIST BEARING WIDTH AT WALLS. ADD WEB STIFFENER IF BEARING WIDTH IS LESS THAN 31/2". ERECTION 1. EACH JOIST, RAFTER, ROOF TRUSS, AND WALL STUD SHALL BE IN VERTICAL ALIGNMENT OVER THE ENTIRE BUILDING HEIGHT. 2. STUDS SHALL BE SEATED INTO THE TOP AND BOTTOM TRACKS WITH LESS THAN 1/16" GAP BETWEEN THE END OF THE STUD AND THE WEB OF THE TRACK. 3. HANDLING AND LIFTING OF PREFABRICATED PANELS SHALL NOT CAUSE PERMANENT DISTORTION TO ANY MEMBER. FIELD CUTS AND NOTCHES FIELD CUTS OR NOTCHES OF ANY KIND ARE NOT PERMITTED IN LOAD -BEARING COLD - FORMED STEEL MEMBERS, IF A FIELD CUT IS REQUIRED, THE CONTRACTOR SHALL RECEIVE DIRECTION FROM THE ARCHITECT PRIOR TO CUTTING. PERMANENT WALL BRIDGING WALL BRIDGING AND BRIDGING ANCHORAGE SHOWN IN THESE DRAWINGS SHALL BE CONSIDERED AS PERMANENT. THIS BRIDGING MUST BE IN PLACE PRIOR TO APPLYING AXIAL LOAD TO STUDS. AS ANCHOR BOLT KSF KIPS PER SQUARE FOOT ADD'L ADDITIONAL LF LINEAL FOOT ADH ADHESIVE LFH LONG FACE HORIZONTAL ADJ ADJUSTABLE LLH LONG LEG HORIZONTAL AFF ABOVE FINISH FLOOR LLV LONG LEG VERTICAL ANCH ANCHOR I LONGITUDINAL ARCH ARCHITECTURAL LP LOW POINT B/ BOTTOM OF MAX MAXIMUM BLDG BUILDING MFR MANUFACTURER BLKG BLOCKING MIN MINIMUM BM BEAM MISC MISCELLANEOUS BIN DIAPHRAGM BOUNDARY NAILING MOM MOMENT BOT - BOTTOM NIC NOT IN CONTRACT B-IWN BETWEEN NO NUMBER CC CENTER TO CENTER NOM NOMINAL CFS COLD -FORMED STEEL NS NEARSIDE CL CENTERLINE NITS NOT TO SCALE Cl CEILING OC ON CENTER CLR CLEAR OF OUTSIDE FACE COL COLUMN OPNG OPENING CONIC CONCRETE OPP OPPOSITE CONN CONNECTION P POST CONST CONSTRUCTION PAF POWER ACTUATED FASTENER CONT CONTINUOUS PC PIECE CONTR CONTRACTOR PEN PENETRATION COORD COORDINATE PL PLATE CTR CENTER PLWD. PLYWOOD DBL DOUBLE PNL PANEL DEMO DEMOLISH PSF POUNDS PER SQUARE FOOT DET DETAIL PSI POUNDS PER SQUARE INCH DIA DIAMETER PT POST -TENSIONED DIAG DIAGONAL R RADIUS DKG DECKING REM REMAIN(DER) DN DOWN REQ'D REQUIRED DO DITTO FIND ROUND DWG DRAWING RO ROUGH OPENING EA EACH RTN RETURN EF EACH FACE SCHED SCHEDULE EL ELEVATION SECT SECTION EN PANEL EDGE NAILING SHT SHEET EQ EQUAL SHTG SHEATHING ES EACH SIDE SIM SIMILAR EW EACH WAY SOO SLAB -ON -GRADE EX EXISTING SP SPACE EXP EXPANSION SPEC SPECIFICATION EXT EXTERIOR SO SQUARE FF FINISH FLOOR STD STANDARD FIN FINISH STIFF STIFFENER FLR FLOOR STL STEEL FS FAR SIDE STRUCT STRUCTURAL - FT FEET SUPP SUPPORT GA GAUGE SYM SYMMETRICAL GEN GENERAL T&B TOP AND BOTTOM GWB GYPSUM WALLBOARD T&G TONGUE AND GROOVE HGR HANGER T/ TOP OF HK HOOK TB TABLE HORIZ HORIZONTAL THK THICK(NESS) IBC INTERNATIONAL BUILDING CODE THRU THROUGH IF INSIDE FACE TRANS TRANSVERSE IN INCH TYP TYPICAL INFO INFORMATION UNO UNLESS NOTED OTHERWISE INT INTERIOR VERT VERTICAL JST JOIST VIE VERIFY IN FIELD JT JOINT W/ WITH K KIP (1,000 LB&) W/O WITHOUT Win WORKPOINT GE ,��>/V\> NERAL SYMBOLS Uj GRID BUBBLE SEPARATE PERMIT REQUIRED FOR: SURFACE -SLOPE UP Car" I - .p , Electrical t� umbing O N ( Gas Piping SURFACE -STEPPED City of Tukwila BUILDING DIVISION to .,t OLU CD SURFACE -SLOPE DOWN N 0 d SURFACE •SLOPE TWO WAYS t tV UNDISTURBED SOIL, COMPACTED SOIL, BACKFILL, OR 01 0. CO ANY PREPARED SUBGRADE. SEE SPECIFICATIONS FOR TYPE OF MATERIAL AND PREPARATION METHOD. PLAN NORTH � NORTH ARROW PSAV. REVISIONS No changes shall be made to the scope Of work With= prior approval of the Andover Park East Tukwila Building Division STANDARD SECTION C JTS NOTE: Revisions will require a new plan Floor 1 n m include submittal and a nc ude additional 1 t/ X a Pan review. 790 Andover Park East BUILDING SECTION CUTS Tukwila, WA 98188 1 ELEVATION OF WALL OR FRAME 53.1 DESIGN: 100'-0" / SPOT ELEVATION: TOP OF PLYWOOD DRAWN: / TOP OF CONCRETE CHECKED: TOP OF STEEL ND.: 1900038 100'-0" TOP OF CONCRETE ELEVATION 100'-0" TOP OF STEEL ELEVATION lqlff T/SLAB i REFERENCE ELEVATION. REFER TO PLAN 1601 Fifth Avenue, Suite 1600 UNLESS NOTED OTHERWISE. Seattle, WA 98101 LEVEL 01 -"-- --" ELEVATION OF LEVEL 206.622.5822 kpff.com I AWP WORKPOINT O� P 8L c� Dv Mnsi��cq j DIRECTION OF DOWNWARD SLOPE FILE COPY DIRECTION OF SPAN Permit No. 2� o"qo�rtxn u0asnv5 Plan review approval Is subjecttoerrorsam ssrov I {,H° 'Kq omissions Approval of consttucdon documents tl cotle or 9��0 EXISTING FRAMING not authonze the violation of any aeopted ordinance Receipt of approved Rate Copy and W nionss is a wledge0: By Da' ' Rev. Description Date FRAMING SYMBOLS Cib of TVKw118 BUILDING L)IVI$ION -- 01.29.19 PERMIT SUBMITTAL 01.29.19 BEAM/GIRDER/JOIST ® WALL ABOVE THIS LEVEL WITH HEADER BELOW C — WALL BELOW THIS LEVEL WITH HEADER BELOW -- - CORRECTION WALL ABOVE THIS LEVEL LTR# VEn �O(`TUIV. � C--------� WALL BELOW THIS LEVEL CITY' OF 1 UIs91lLA MAY 14 2019 REVISION -NO a.,..�,� PERMIT CENTER pip/ DRAWING LIST FORLIANCE STRUCTURALNOTES S-0.1 STRUCTURAL NOTES AND DRAWING LIST ED AND DRAWING LIST EREVIEVVED S-3.1 FRAMING PLANS 2019S-3.2 COLD -FORMED FRAMING DETAILS S-3.3 COLD -FORMED FRAMING DETAILS ifiVISION S-0,1 J-, —P Li II ]n rp rt \AREA OF SCOPE SEE 21S-3.1 ppp 1777- -777 T T T 45 4i OVERALL FLOOR PLAN ENLARGED FLOOR PLAN PSAV Andover Park East Floor 1 790 Andover Park East Tukwila, WA 98188 DESIGN: Designer DRAWN: Author CHECKED: Checker NO.: 1900038 1cpff 601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.51122 kpff.com oN p Bf ,"0036175 Rev. Description Date 01.29A9 PERMITSUBMITTAL 01.2919 LMAY 21 2�19 nECHIVED I CITY OF WKWILA Clty0fTUk a Ill BUILDING D;11'iSl0N MAY 14 2019 COLD -FORMED FRAMING PLAN NOTES' PERMIT CENTER CF1. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES AND FOR NON -BEARING WALL LOCATIONS. CF2. SEE 121S-3.2 FOR WALL STUD AND FASTENING SCHEDULES, FRAMING PLANS CF3. SEE 2tS-3.3 FOR BRACING OF PARTIAL H GHT STUD WALLS. S-3.1 1500050-54 COLD ROLLED CHANNEL ONG (3) #10 H SIDE ORS OPTION, (MSUBH BRIDGING )R 1-112x1-112x54 )TH-112") ANGLE EWS EA LEG T1 50-54 TOP TRACK TOP TRACK SPLICE PER 7/S-3.2 ----\ HEADER PER SCHEDULE BILL PER SCHEDULE T150-54 BOTTOM TRACK --- 0 S -3.2 101 oI x0 12 01 0� 10 S-12 0 BRIDGING ANCHORAGE PER 51S-3.2 WALL STUDS PER SCHEDULE 12IS-3.2 BRIDGING PER 1/S-3.2, TYP TYPICAL WALL HEADER AND SILL SCHEDULE MAX ROUGH OPENING WIDTH HEADER SILL 60OS250-54 - (2) 600TI50-54 60OT150-54 12'-0" (2) 80OS162-54 + (3) 600T1 50-54 600S1 62-54 + (2) 600T1 50-54 TYPICAL STUD FASTENING SCHEDULE LOCATION FASTENERS NOTES STUD -TO -TRACK #10 SCREWS EACH FLANGE FLANGE WIDTH S200 OR LESS (2) #10 SCREWS EACH FLANGE FLANGE WIDTH S250 OR GREATER BACK-TO-BACK STUDS (2) #10 SCREWS @ 24"OC, 2- GAUGE WEB FASTENING NOTES: 1 AT WALL CORNERS, SEE I0/S-3.2 FOR STUD FRAMING AND6/S-3.2 FOR TRACK INTERSECTION, 2 SEE 2tS-3.3 FOR BRACING OF PARTIAL HEIGHT WALLS, 3 SEE ARCHITECTURAL DRAWINGS FOR NON-STRUCTURAL WALL TYPES. 4. ALL BUILT-UP HEADER AND SILL MEMBERS SHALL BE CONTINUOUS OVER THE FULL OPENING WIDTH. ALL BUILT-UP POST MEMBERS SHALL BE CONTINUOUS OVER THE FULL STUD HEIGHT. 5. TRACK SHALL MATCH STUD WIDTH UNLESS NOTED OTHERWISE. Uj 0 LU 00 < cc) z U 0. , 56 p > 0 0, CO BOT TRACK SPLICE PER 7/S-3.2 ' POST AT JAMB WINDOW OPENINGS DOOR OPENINGS PER PLAN, TYP TYPICAL WALL TYP COLD -FORMED STUD BRIDGING TYP STEEL STUD WALL ELEVATIONS PSA V, NO SCALE - L No SCALE Andover Park East Floor 1 STRONGBACKSTUD PIPE OR 790 Andover Park East TO MATCH WALL CONDUIT S162 NESTED STUD Tukwila, WA 98188 STUDS, TO MATCH TOP 1-1/2x1-1/2x54 MILx(STUD WIDTH-1/2") ANGLE Wf(2)#10SCREWS EA LEG, TY INTERRUPTED BRIDGING U! 0 iu� 0, 1 0� SECT A� SECTS I/ ji A I 1-112x1_1/2x54 MILx(STUD 1C7 WIDTH-112") SCREWS ANGLE TO STUD W1 (2) AND (2) #10 11/2" U: 1 U EMBED PAP TO CONCRETE !I I 1 11 1� TRACK GAUGE (3) #10 SCREWS, TYP (2) #10 SCEWS @ EA STUD EA SIDE OF SPLICE DESIGN: Designer DRAWN: Author CHECKED: Checker BRACE PER 2IS-3.3 NO.: 1900038 -CHANNEL BRIDGING PER CLIP LEGS OF ONE TRACK I/S-3.2, TYP TRACK TO OVERLAP AT CORNER LOCATE FLANGE SCREWS 14 MIL x2 112" IN MIDDLE OF SLOTS FLANGE SLOTTED DEFLECTION TRACK PARTIAL HEIGHT STUDS (2) 0.146'0 PAF 1601 Fifth Avenue, Suite 1600 @ EA STUD Seattle, WA 98101 206.622.5822 kpff.com NOTES* (4)#10SCREWS 1. TOP TRACK CONDITION SHOWN, BOTTOM TRACK SPLICE IS SIMILAR. 0: 8I 2, TOP & BOTTOM TRACK SPLICES SHALL BE I . I p 1Z-0" MAX SPACING BETWEEN STAGGERED 4'-0" MIN. LOCATE FLANGE SCREWS IN MIDDLE OF SLOTS I I L 54 MIL x2 1/2" FLANGE SLOTTED ON & WAS/" STRONGBACKSTUDS DEFLECTION TRACK F �IGHT STUDS TYP CHANNEL NOTES: 1. WALL STUDS BELOW NOT SHOWN FOR CLARITY. 0036 BRIDGING ANCHORAGE TYP TRACK LAP AT CORNERS TYP TRACK SPLICE TOP TRACK C CONNECTION �NE C T JIO N� 5) 8 TT NO SCALE SCALE NO SCALE NO SCALE WALL STUDS PER PLAN BOTTOM TRACK BELOW STRONGBACK STUD BRIDGING CHANNEL ANGLE PER 5/S-3.2 ANGLE PER 1IS-3.2 SECTION A - TYPICAL al STRONGBACK STUD, TYP WALL STUDSPER PLAN, TYP ANGLE PER BRIDGING 1/S-3.2, TYP - CHANNEL, TYP rr ANGLE PER 5/S-3.2, TYP — PIPE OR CONDUIT #10 SCREWS r— #10 SCREWS Rev. Descriotion Date @ 24- OC, TYP I @24"OCIN REVEVED FOR 01.29.19 PERMIT SUBMITTAL 01.29A9 -0 DE COMPLIANCE (2) ROWS APPROVED WALL STUDS ITI.TYP STUD OR TRACK INSULATE AS REQ'D TRACK WALL PER ARCHITECTURAL STUD DRAWINGS ---N TEE INTERSECTION ALTERNATE TEE INTERSECTION #10 SCREWS @ 24- OC, TYP #10 SCREWS WALL STUDS - 1" MIN @ ZVOC MATCH WALL STUDS INSULATE AS REaD PER ARCHITECTURAL TRACK ARCHITECTURAL DRAWINGS (2) 0.145-0 PAF @ EA STUD TRACK PER 2/5-3.2 TISLAB EX CONC SLAB C 1'Tu' !'.' BUILDING D I VW1 SI, Rp %J"I -,%I COLD -FORMED BEARING WALL STUD SCHEDULE LOCATION STUD SIZE AND SPACING PARTIAL HEIGHT WALLS 362SI 62-33 @ 24" OC FULL HEIGHT WALLS 60OS200-43 @ 24- DO NOTES: 1. SEE 2/S-3.2 FOR TYPICAL STUD FASTENING. SECTION B - AT INTERRUPTED BRIDGING CORNER ALTERNATE CORNER COLD -FORMED BRIDGING ANCHORAGE DETAIL Y STUD CORNER FRAMING TYP BOTTOM TRACK CONNECTION FRAMING SCHEDULES 10 NO SCALE & TO SCALE NO SCALE 12 NO SCALE CITY OF -CUKWILA MAY 14 2019 PERMIT CENTER COLD -FORMED FRAMING DETAILS NO rift-311111milim W031115511 BUILT-UP POST PER PLAN INSULATE AS REQ'D PER ARCHITECTURAL BOTTOM TRACK DRAWINGS 11-0" FASTENER PER I 1/S-3.2 WALL OPENING MAX BLOCKING TO MATCH WALL STUDS OR STUD/JOIST SIZE CEILING JOIST PER PLAN 1 1/2" EX ROOF #10 SCREWS -SIMPSON SSCW'/ BOTTOM TRACK PER 2/S-3. @ ZV OC AT EACH 310'0 CONCRETE 3x3x54MILx1�O" TRACK LEG SCREW ANCHOR WALL STUDS PER 10 ANGLE W/ (4) THREE PIECE POST PLAN,TYP 0, 145"0 PAF — — — — — — — — 362S200-43 BRACE U @ 6-0- OC MAX WALL OPENING A2 1-1/2x54 MlLx(STUD WIDTH-2") 1I/2xI-1/2x54 MlLx(STUD (2) #10 SCREWS (MAX LENGTH 25'-0') ANGLE W/ (2) #10 SCREWS EA LEG WIDTH-1/2") ANGLE W/ (2) POST PER PLAN IfI12 . . . . . . . . TOP&BOT POST, C' #10 SCREWS EA LEG LU 8 BOTTOM TRACK z 00 FASTENER PER 1118-3.2 01 NOTES, 1. ALTERNATE ANGLE CLIP POSITION ABOVE AND BELOW BLOCKING IN ADJACENT 0. Q) 3x3x54M]Lx0*-6'ANGLE BAYS AS REQUIRED TO AID CONSTRUCTABILITY OF ANGLE CLIP FASTENERS. — — — — — — — �s —q) mm) SIMPSON SEC W/ BOTTOM TRACK 318 0 CONCRETE PER 2/S-3.2 SCREW ANCHOR WALL STUDS PER ONE PIECE POST PLAN, TYP PSAm V. BLOCKING DETAIL TYP WALL POST AT JAMB [:E!�TIALHE�IGHT�STU�DBR�ACIN�G NO SCALE Andover Park East Floor 1 790 Andover Park East Tukwila, WA 98188 DESIGN: Designer TIO 54 DRAWN: Author W/(4)#10 CHECKED: Checker SCREWS NO.: 1900038 WALL STUD TO POST (2)#10 1112x11/2x54 SCREWS TO EA LEG MILx(STUD WIDTH-I/Z') ANGLE 2(2)#10 SILL PER 21S-3.2 W/ (3) #10 SCREWS SCREWS EACH LEG IqHf @ 24" OC, POST POST PER PER 1601 Fifth Avenue, Suite 1600 PLAN 2 HEADER PLAN Seattle, WA 98101 PER 2/5-3.2 #10 SCREWS @ 24" OC, TYP kpff.c.. SCREWS @ (2)#10 #10 SCREWS 206.622.5822 24" OC, TYP 24' OC L INSULATE AS REQ'D I-112xI-1/2x54 C! PER ARCHITECTURAL MILx(STUD WALL STUD DRAWINGS WIDTH�1.12")W,'N(GjLE O"LONG P. Top &T 3)#10 STUD P A, 'A SCREW. E LEG, SECTION TYP W/(4)#IO x. SCREWS TO POST FIVE PIECE THREE PIECE SILL THREE PIECE SILL 003 5 FIVE PIECE HEADER e; ""V" " , HEADER SECTION JAMB CONNECTION SECTION JAMB CONNECTION *1 Rev. Description Date 01.29.19 PERMITSUBMITTAL 01.29.19 WALL STUD — (2) #10 SCREWS 2" @ 24" OC S4 7 #To HEADER SCREWS @ 1-112.1-112.54 PER 2/S-3.2 24" OC, TYP lvlll�(STUD INSULATE AS FtEa�D WIDTH-1/2") ANGLE PER ARCHITECTURAL TOP & SOT W/ (3) #10 7 C WS EACH L DRAWINGS SCREWS EACH LEG, TYP - 1-1/2x1-1/2x54 MILX(STUD SILL PER WIDTH-1/2")ANGLE POST 21S-3.2 W/(3)#1OSCREWS PER EACH LEG PLAN THREE PIECE THREE PIECE HEADER HEADER SECTION JAMB CONNECTION U�TYP WALL HEADER NO SCALE POST PER PLAN I WALL STUD I ONE PIECE SILL 6!'LONG STUD SECTION W/(4)#10 SCREWS ONE PIECE SILL TO POST SECTION JAMB CONNECTION REVIEWED FOR Rad, CODE COMPLIANCE APPROVED 511 ft MAY 2 12019 @2-9� TYP WALL SILL City of Tukwila BUILDING DIVISION NO SCALE nECFIVEr? CITY OF TUKWILA MAY 14 2019 PERMIT CENTER COLD -FORMED FRAMING DETAILS S-3.3 AMDOVERh PARK Floor 1 SITE PLAN SCALE: N.T.S. SUBMITTALS: Sheet List Table Structural Sheet List Table Sheet Number Sheet Title Sheet Number tineet litle MECHANICAL PERMIT FIRE ALARM SYSTEM I-0.0 Cover Sheet & Site Plan S-0.1 STRUCTURAL NOTES AND DRAWING LIST _ 1-0.1 General Notes & Symbols S-3.1 FRAMING PLANS ELECTRICAL PERMIT FIRE SPRINKLER SYSTEM I-CS-1 Exit Plan And Codes Summary S-3.2 COLD -FORMED FRAMING DETAILS -1.1 Demolition Plan & Dimension Plan S-3.3 COLD -FORMED FRAMING DETAILS PLUMBING PERMIT-2.1 Floor Plan & RCP S-3.4 COLD -FORMED FRAMING DETAILS I-3.1 Finsh Plan, Finish Speciications, RCP Legend & Notes • DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED I-8.1 Interior Elevations DESIGN PROFESSIONAL IN CHARGE (ARCHITECT/ENGINEER OF RECORD) FOR REVIEW PRIOR TO SUBMITTAL TO THE BUILDING OFFICIAL 1_91 Construction Details • NO WORK SHALL PROCEED ON ANY DEFERRED SUBMITTAL ITEMS UNTIL THE DOCUMENTS I-10.1 Door Schedule Elevations Details (Aluminum) HAVE BEEN APPROVED BY THE BUILDING OFFICIAL AND PERMIT OBTAINED. �►p f'�®®E INFORMATION: `I 1-®RIYIATIo�. PLANNING APPROVED No changes can be made to these plans without approval from the Planning Division of DCD Approved SIr Date - PROJECT ADDRESS: APPLICABLE EDITIONS OF BUILDING CODES: ANDOVER PARK EAST -FLOOR 1 790ANBUILDING 790 ANDOVER PARK EAST 2015 INTERNATIONAL BLDG CODE 18C , ( ) 790 CODE WAC 51-50 TUKWILA, WA 98188 FIRE CODE 2015 INTERNATIONAL FIRE CODE (IFC), INCL. APPENDIX B&C CONSTRUCTION TYPE: CONST-TYPE III-B ENERGY CODE 2015 WASHINGTON STATE ENERGY CODE FULLY SPRINKLERED '. (WISED), WAC 51-11 MECHANICAL 2015 INTERNATIONAL MECHANICAL CODE (IMC), ZONE: CODE WAC 51-52 TUC ELECTRICAL 2017 NATIONAL ELECTRICAL CODE (NEC) (NFPA OCCUPANCY: CODE 70) + PART 1 AND PART 3, 2009 B (Business), S-2 (Storage) WASHINGTON CITIES ELECTRICAL CODE WITH APPLICABLE RW 19.28 & WAC 296-46B TENANT SQUARE FOOTAGE: PLUMBING 2015 UNIFORM PLUMBING CODE (UPC), WAC (AREA OF WORK) CODE 51-56 & 51-57 INCL APPENDIX CHAPTERS H TOTAL 17,090 SF & L - EXCL SECTIONS L5-L7 & "LAWN WAREHOUSE 12,634 SF SPRINKLER HEAD" FROM TABLE 6-4 OF OFFICE 4.256 SF APPENDIX L ZONING CODE CITY OF TUKWILA ACCESSIBILITY PER [CC A117.1-2009 ACCESSIBLE AND CODE USABLE BUILDINGS AND FACILITIES • SPRINKLERS COMPLYING WITH NFPA 13 (QUICK RESPONSE) AND FIRE ALARM SYSTEM UTILIZING VOICE COMMUNICATION ARE REQUIRED FOR THIS WORK PURSUANT TO 18C 2015. DESCRIPTION: TAX PARCEL #: 262304-9095 FOR OF NE1/4 OF SE 1/4 BEG SW CDR TR 8 ANDOVER INDUSTRIAL PARK #5 TH S 01-47-28 W 545 FT TO TPOB TH CONTG S 01-47-28 W 372.27 FT TH ON CURVE TO LET RAD 50 FT C/A 90-00-00 AN ARC DIST 78.54 FT TH E 247 FT TH N 01-47-28 E 422.27 FT TH WLY TO TPOB LESS UP RR OPER R/W VICINITY MAP: REVISIONS of Worh poor appr WdrOut oval of the Tu.11a Building Division, NOTE: Revisions will require a new plan submittal and may include additional plan faYgm: ¢r SEPARATE PERMIT REO)11REd FOR: [[_�/ Electrical . ,:," &,Plumbing (ta Gas Piping City of Tukvrila BUILDING EIMSION s *.1u l:Or en PROJECT LOCATION: 790 ANDOVER PARK EAST TUKWILA, WA 98188 FILE COPY ParmR No. �q -_L Plan review approval Is subject to entim and omissions Approval of conturuCiWn aoCilmalds tl. not authcr¢e the violation of any adopted code or ardinance. Receipt of approved Field Copy and con o sl c pwleaged: By, 1. Date' 0 d2.tar City of T. DIVISION nUi�OING DIVISION PROPERTY MANAGER: ARCHITECT: LBA REALTY JPC ARCHITECTS, PLLC 600 UNIVERSITY STREET 909 112TH AVE NE SUITE 3025 SUITE 206 SEATTLE, WA 98101 BELLEVUE, WA 98004 (206) 812-6242 (425) 641-9200 ROSS BECKLEY TERESA PORTMAN - EXT. 370 rbeckleyOlbarealty.com teresap@jpcarchitects.com MOLLY SALING - EXT. 335 mollys@jpcorchitects.com TENANT: GENERAL CONTRACTOR: PSAV GC-TBD 3315 S 116TH STREET SUITE 141 TUKWILA, WED Al 98168 REVIEFOR CORRECTION (206) 652-4777 CODE COPIPLIANC JASON SATTEREIELD APPROVED No. jsatterfi eldO psay.co m MAR 22 2019 Y EC IVED STRUCTURAL: %}"3 WCITTUKWILA City of Tukwila MAR 11 KPFF CONSULTING ENGINEE BUILDING DIVISION 201g 1601 5TH AVE. SUITE 1300 PERMIT CENTER SEATTLE, WA 98101 (206) 382-0600 CHRIS DAVIES ch ris. davies®kpff. com 0 PROJECT DESCRIPTION: 17,090 SQUARE FOOT TENANT IMPROVEMENT OF A OFFICE (B OCCUPANCY) AND WAREHOUSE (S-1 OCCUPANCY). SCOPE OF WORK INCLUDES DEMOLITION OF EXISTING CONSTRUCTION AND CONSTRUCTION OF NEW OFFICES, CONFERENCE ROOM, TRAINING ROOM, BREAK ROOM AND TOILET ROOMS. inn w CD N d DO c DO N � Q � s v ® a, 4 m Jr tii F tir �1 DESIGN JPC DRAWN TPIMIS CHECKED TP NO. 18-0828 01.29A9 PERMIT SUBMITTAL 03.11.19 PERMIT REVISIONS Cover Sheet & Site Plan 1-0.0 0 2018, JPC ARCHITECTS. LLC ABBREVIATIONS: GENERAL NOTES: DEMOLITION NOTES: DIMENSION NOTES: Are - AIR CON DIGGING 1. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. 1. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. ALL ACT A ACOUSTICAL CEILING TILE ABOVE FINISH FLOOR 1. REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND STANDARDS FOR EXISTING 25. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN, IN A AUTHORITIES HAVING JURISDICTION SHELL AND CORE CONSTRUCTION. ALL WORK IS TO BE COMPATIBLE WITH EXISTING VISIBLE JOINTS TO A LEVEL 4 FINISH UNLESS OTHERWISE NOTED. PATCH AND REPAIR SURFACES 2 FURNISH ALL LABOR AND MATERIALSIEQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT ALL ALTERNATE CONSTRUCTION. TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE OF ALL ITEMS AS INDICATED. TAKES PRECEDENCE OVER ALL OTHER PLANS. APPROX. APPROXIMATE ALIGNED, BD BOARD 2. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE 3, CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE 2, ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BUD G BUILDING CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH 26. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS DURATION OF CONSTRUCTION, BOARD TO FINISH FACE OF GYPSUM BOARD UNLESS OTHERWISE BLK B BLOCK BLocOM CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL TESTS AND INSPECTIONS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. NOTED. ALL DIMENSIONS MARKED "CLEAR" OR "CUR" SHALL BE BOT BOM ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE THE WORK SHALL 4. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL BIB BUILDINGSTANDARD BE PAID FOR BY THE CONTRACTOR. 27, ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE. QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. FINISHES, U.N.O. BU BUILTUP 3. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, 28. REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN 5. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREAS) SHALL BE LEFT IN 3. DIMENSIONS NOTED"CLEAR"OR"CUR"MUST BE ACCURATELY CAB OLD CABINET CEILING EQUIPMENT AND TRANSPORTATION NECESSARY OR REASONABLY INFERABLE AS BEING DRYWALUMILLWORK CONDITIONS. "BROOM CLEAN"CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE MAINTAINED, AND SHALL NOT VARY MORE THAN i 118"WITHOUT CUR cLEAR(ANCE) NECESSARY FOR THE EXECUTION OF THE WORK. BY SUBMITTING S TT NG A PROPOSAL, THE CONTRACTOR REMOVED. WRITTEN INSTRUCTION S UCTION FROM ARCHITECT. COL COLUMN REPRESENTS THAT THOROUGH EXAMINATIONOF THE SITE AND ALL EXISTING CONDITIONS AND 29, ALL GLASS SHALL BE CLEAR TEMPERED GLASS, UNLESS OTHERWISE NOTED. GLAZING TONG MARKS CONC CONCRETE LIMITATIONS HAVE BEEN MADE AND THAT THE CONTRACT DOCUMENTS HAVE BEEN EXAMINED IN SHALL NOT BE VISIBLE. CLEAN AND POLISH ALL GLASS PRIOR TO PROJECT DELIVERY. 6. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING 4. DIMENSIONS MARKED is MEAN A TOLERANCE NOT GREATER NOR CONS CO CONSTRUCTION CONTINUOUS COMPLETE DETAIL, AND THAT IT IS DETERMINED BEYOND DOUBT THAT THE DRAWINGS, MANAGEMENT REQUIREMENTS AND PROCEDURES. SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, U.N.O. CORK RR CORRIDOR SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT, ADEQUATE AND SATISFACTORY FOR 30. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON-COMBUSTIBLE BLOCKING FOR ALL VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE CPT CARPET CONSTRUCTION OF THE WORK. WHERE MINOR ADJUSTMENTS TO THE WORK ARE NECESSARY MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-0° HT. ALL CONCEALED LUMBER &BLOCKING 7. AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES, HARDWARE, MECHANICAL ARCHITECT, SECURE ARCHITECT'S APPROVAL. CT CERAMIC TILE FOR THE PURPOSES OF FABRICATION AND INSTALLATION OF ITEMS, OR RESOLUTIONS OF TO BE FIRE TREATED. ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWNLIGHTS AND OFT CENTER CONFLICTS BETWEEN ITEMS, WITHIN THE INTENT OF THE CONTRACT DOCUMENTS, THE FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND S. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS DEMO DEMOLITION CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER, WHERE 31. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR:HVAC, CARPET SEAMING, LIGHTING, CASEWORK, FREE OF DEFECTS,PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED IN THE LOCATIONS) OF NEW CONSTRUCTION. UPON COMPLETION OF OTL DETAIL SUCH MINOR ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF THE WORK, THEY TO BUILDING STOCK. PARTITION LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE LAYOUT DF DRINKING FOUNTAIN SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. 32, MOISTURE TEST- REQUIRED FOR ALL ON GRADE SLAB CONDITIONS DURING THE CONSTRUCTION TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION DIA DIAMETER ESTIMATINGIBUDGETING PROCESS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR 8. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, INSTALLATION. DIM D DIMENSION DOWN 4. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR OBTAINING FROM THE BUILDING OWNER DOCUMENTATION AS TO THE VAPOR EMISSIONS RATE THERMOSTATS, ETC., TO THEIR SOURCE. DR DOOR WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR (MOISTURE TEST) FOR ALL "ON GRADE SLAB CONDITIONS". THIS INFORMATION SHOULD THEN BE 6. REFER TO REFLECTED CEILING PLANS FOR SOFFITS, CEILING HEIGHTS DWG DRAWING NOISY WORK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES. IMMEDIATELY SHARED BETWEEN THE ARCHITECT, THE ARCHITECTS' SELECTED FLOORING 9. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING ANDIOR REPAIRING ANY DAMAGE AND PLENUM BARRIER LOCATIONS. DRW DRAWER NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST ONE (1) WEEK IN ADVANCE OF THE REPRESENTATIVES), AND FLOORING SUB -CONTRACTOR FOR REVIEW AND APPROVAL OF CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR TIME WORK IS TO COMMENCE. APPLICABLE MATERIALS AND ANCILLARY INSTALLATIONIFINISH PRODUCTS. IF NO MOISTURE TEST LOBBY, PUBLIC CORRIDORS, RESTROOMS OR TENANT SPACES. REFINISH TO MATCH 7. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB. E EA EAST EACH CAN BE FURNISHED OR IF FINDING ARE IN QUESTION THE GENERAL CONTRACTOR SHALL EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. U.N.O. EL ELEVATION 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF PERFORM THE FOLLOWING TESTS: ' ELEC ELECTRICAL. WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. 10, NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR 8. 'ALIGN' MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE ELF V ELEVATOR A. PROVIDE (3) CALCIUM CHLORIDE MOISTURE TESTS FOR THE FIRST THOUSAND SQUARE FEET AND (1) DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION SAME PLANE. ED EQUAL 6. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS, ANY CHANGES TO SAME SHALL BE TEST FOR EVERY ONE THOUSAND SQUARE FEET THEREAFTER AT ALL FLOORS WITHIN SCOPE OF AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC EQUIP EST EQUIPMENT ESTIMATE SUBMITTED TO ARCHITECT IN WRITING FOR APPROVAL. WORK. THE CALCIUM CHLORIDE TEST SHALL BE CONDUCTED IN ACCORDANCE WITH THE LATEST ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW 9. ALL DOORS SHALL HAVE I'-6°CLR. ON STRIKE/PULL SIDE AND EXIST EXISTING EDITION OF ASTMF1869"STANDARD TEST METHOD"FOR MEASURING VAPOR EMISSIONS RATE CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO V-0"CLR. ON PUSH SIDE OF DOOR. VERIFY AND ADVISE ARCHITECT EXP EXPANSION 7. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY OF CONCRETE SUWFLOOR USING ANHYDROUS CALCIUM CHLORIDE. PROVIDE A WRITTEN ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO REPORT OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE. OTHER THAN ITS INTENDED PURPOSE, FED FACTOR INNISGUISHER CABINET INSTALLATION FOR ARCHITECTS APPROVAL. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND PP PH FINISH FACTORY HEIGHT FULL HEIGHT PRODUCT DATA FOR ARCHITECTS APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM B. PROVIDE A PH PENCIL TEST AT ALL FLOORS WITHIN SCOPE OF WORK. PROVIDE A WRITTEN REPORT 11. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO FIN FINLSH(ED) FABRICATION. (SHALL INCLUDE RATED FIRE DOORS AND HARDWARE). OF FINDINGS TO THE ARCHITECT AS NOTED ABOVE DATNCOMMUNCATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE FUR FLOOR COMPANIES AND TENANT. FLUOR FURNISH 8. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT IF REQUIRED BY THE CALCIUM CHLORIDE TEST, A WATERPROOF MEMBRANE SHALL BE APPLIED TO FOIC BY FURNISH BY OWNER. INSTALL BY CDNTRACTOR OF ANY DISCREPANCIES. CONTRACTOR IS NOT TO SCALE OFF DRAWINGS. ALL FLOORS WITHIN THE SCOPE OF WORK. THE WATERPROOF MEMBRANESHALL BE S () 12. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW Fos FACE OF STUD(S) APPROPRIATED FOR EACH FINISH FLOORING APPLICATION AS SPECIFIED BY THE SPECIFIC- FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FOG FACE OF CONCRETE 9. CONTRACTOR SHALL PROVIDE 18-GAUGE SHEET METAL BACKING IN PARTITIONS FOR ALL FLOORING MANUFACTURER VIA THE ARCHITECT. A LICENSED INSTALLER SHALL BE UTILIZED FOR FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. FOP PACEOFFINISH WALL -MOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. INSTALLATION/APPLICATION OF EACH SPECIFIC MEMBRANE (AS APPLICABLE TO THE FINISH' FT FUR FOOTffEET FURREDFURRMG FLOORING PRODUCT AND A WRITTEN WARRANTY SHALL BE PROVIDED DOCUMENTING STRICT 13. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT 10, ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 114- IN 1&W, THE CONTRACTOR SHALL CONFORMANCE TO THE SPECIFIED MANUFACTURES INSTALLATION REQUIREMENTS TO ENSURE IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK NOTIFY ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. AND UPHOLD ALL PERFORMANCE AND LIFE CYCLE GUARANTEES. IN ACCORDANCE WITH THE CONTRACT DRAWINGS. GA GAUGE GC GENERALCONTRACTOR 11, ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, SHAPE, 33. CONCRETE SLAB ON GRADE REPAIR - MINOR SCOPE (100 SQUARE FEET OR LESS) 14. RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS MAINTAINED, GL GWS GLAS GYPSUMUM WALL WALL BOARD COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. WHERE CONCRETE SLAB ON GRADE INFILL AND TRENCHING MUST OCCUR; CONDUCT THE 15. DISPOSAL: ALL DEBRIS REMOVED FROM THE SITE SHALL BE RECYCLED AS MUCH AS HC HOLLOW CORE APPROPRIATE UNDER SLAB INVESTIGATION (VIA SONO-GRAPH AND/OR X-RAY) TO LOCATE PRACTICAL AND ALLOWED BY LAW. HCPC HANDICAPPED 12. ALL FIREPROOFING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED TO MATCH EXISTING UTILITIES OR OTHER OBSTRUCTIONS THAT SHOULD NOT BE DAMAGED. SAW CUT SLAB FOR FOR HEADER HARDWARE ORIGINAL FIRE PROTECTION LEVELS. (OBTAIN REQUIRED APPROVALS AND TESTING). AT SUBJECT AREA$) AND PULL BACK THE EXISTING VAPOR BARRIER (IF AND PROTECT ( ( ) HM HOLLOW METAL FOR FUTURE RE -INSTALLATION. EXECUTE THE NECESSARY UNDER SLAB WORK (INCLUDING ' - HORIZ HORIZONTAL 13, THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION, THE CONTRACTOR SHALL PROTECT ALL EXCAVATION), BACKFILL AND RE -COMPACT THE SUBJECT AREA WITH THE PREVIOUSLY HELD HR HOUR PERSONNEL, PASSERSBY OR VISITORS TO THE SITE FROM HARM AND INJURY. BARRIERS SHALL MATERIALS (IF THE EXCAVATED MATERIALS ARE NOT SUITABLE FOR REINSTALLATION, DISCARD - HT HEIGHT BE INSTALLED AS REQUIRED TO PROTECT EQUIPMENT INSTALLED DURING CONSTRUCTION, AND PROVIDE NEW FREE DRAINING GRANULAR MATERIAL). RE -COMPACT FILL SOIL TO AT LEAST HVAC HEATING VENTILATING AIRCONDITIONING CAREFULLY MAINTAIN AND PROTECT MONUMENTS, BENCH MARKS AND THEIR REFERENCE POINT 95% OF THE MAXIMUM DRY DENSITY MDD OBTAINED IN GENERAL ACCORDANCE WITH THE ASTMD FROM BEING DESTROYED OR DISTURBED; REPLACE AS REQUIRED. 1557 TEST PROCEDURE, RE -INSTALL THE EXISTING VAPOR BARRIER AND BIND SEAMS WITH INSUL INSULATION MINIMUM XWIDE PRESSURE SENSITIVE TAPE TO ENSURE AN AIR/MOISTURE RESISTANT 14. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE BOND. ATTACH NEW INFILLTO EXISTING CONCRETE SLAB WITH 181NCH LONG#4 REBARAT 24 - -- -•-+ JAN JT JANITOR JOINT REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO INCHES ON CENTER EMBEDDED BINCHES INTO THE EXISTING CONCRETE SLAB WITH HILT/ HY-150 ARCHITECT'S APPROVAL, AND AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT ADHESIVE (OR SIMPSON SET ADHESIVE). REINFORCEMENT SHALL BE INSTALLED PER ADHESIVE KIT KITCHEN MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, MANUFACTURER'S RECOMMENDATIONS. PROVIDE W2 X W2 X 6 X 6 WELDED WIRE FABRIC WITHIN PATTERN,TEXTURE,SIZE,SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS SUBJECT AREA(S), INFILL SLAB TO MATCH THICKNESS OF ADJACENT SURFACE(S)@UT NOT BE LAM LAMINATE(D) PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO LESS THAN FOUR INCHES THICK) AND #4 DOWELS SHALL BE CENTERED IN SLAB. THE CONCRETE LAV LH LAVATORY LEFT HAND INSTALLATION. SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI WITH A MAXIMUM WATER CEMENT RATION OF 0.58 AND IS TO BE PLACED LEVEL WITH ADJACENT SURFACES. LET CURE AND MAx MAXIMUM 15. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICES DISRUPTED OR REMOVED PROVIDE MOISTURE TESTING AS SPECIFIED ABOVE. ` MECH MECHANICAL DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. MTL MEZ METAL MEZZANINE FIREILIFE SAFETY SYSTEMS TO BE MAINTAINED DURING CONSTRUCTION. IF SCOPE OF WORK INCLUDES STRUCTURAL ELEVATED SLABS CONSULTA STRUCTURAL MFR MANUFACTURE(R) ENGINEER. REFER TO STRUCTURAL PLANS, IF APPLICABLE, FOR ADDITIONAL SPECIFICATIONS AND MIN MINIMUM 16. INSTALLATION OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING REQUIREMENTS. MISO MISCELLANEOUS OF SOME EXISTING WALLS, CEILINGS OR FLOOR CAVITIES. THE CONTRACTOR SHALL BE MTD MOUNTED RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED 34, CLEAN, REPAIR ANY EXISTING PERIMETER BLINDS AS REQUIRED TO BE IN A FULLY FUNCTIONING& MUL MULLION OTHERWISE. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS WHICH RESULT FROM OPERATIONAL MANNER. N NORTH INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY NO NOT IN CONTRACT THISCONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS 35, COORDINATE WITH SUB -CONTRACTORS THE LOCATIONS OF ELECTRICAL AND VOICEIDATA OUTLETS, NTS NOT TO SCALE ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. PLUMBING AND OTHER DEVICES WITH LAYOUT AND DESIGN OF CUSTOM CASEWORK. CA OC -OVERALL OR-` 17, OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE 36. CASEWORK SHALL CONFORM TO A.W.I. CURRENT STANDARDS. OD OUTSIDEDIAMETER COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK. ANY OPENING OVER 2"IN - OH OPPOSITE HAND DIAMETER SHALL BE REVIEWED AND APPROVED BY OWNER. THROUGH CONCRETE SLABS OR 37. EGRESS LIGHTING SHALL BE DESIGNED BY LICENSED ELECTRICAL ENGINEER BASED ON FINAL OPNG OPENING WALLS, OR MASONRY WALLS, ALL ROUND HOLES SHALL BE CORE DRILLED WITH A DIAMOND DRILL FLOOR PLAN(S) AND THE MOST CURRENT (IN FORCE) ISSUE OF THE IBC, IEC AND LOCAL P-LAM PLASTIC LAMINATE AND ALL RECTANGULAR OPENINGS SHALL BE CUT WITH A DIAMOND SAW. IN NO CASE SHALL ANY CODESIORDINANCES, THE ENGINEER MAY USE THE ARCHITECTS EGRESS MAPS (COMMON PATH PNL PANEL STRUCTURAL MEMBER BE CUT. USE CARBIDE -TIPPED DRILLS FOR GYPSUM WALLBOARD OF TRAVEUEXIT TRAVEL DISTANCE)AS STARTING POINT FOR A BASIS OF DESIGN. HOWEVER( IT PR PAIR PARTITIONS. KEEP OVERCUTTING TO A MINIMUM. MAINTAIN CONTINUITY AND INTEGRITY OF FIRE SHALL REMAIN THE SOLE RESPONSIBILITY OF THE ENGINEER TO COMPLETE A SCOPE OF WORK PTN PARTITION SEPARATION AT ALL TIMES. GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WALLS THAT ADDRESSES ALL EGRESS LIGHTING I.E.;ROOMS, SPECIALIZED SPACES, PATHWAYS, ETC. PER - RA D RADIUS AND FLOORS AND MASONRY WALLS. MAKE PATCHES WITH NEAT, TRIMMED EDGES; MATCH THE AFOREMENTIONED CODES. FINAL EGRESS LIGHTING QUANTITIES AND LOCATIONS SHALL BE RB RESIUENT BASE ADJACENT EXISTING WORK. DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. RT RESILIENT TILE REF REFERENCE 18. CONTRACTOR SHALL PROVIDE FLOOR LEVELING AS MAY BE REQUIRED AT SLIDING DOORS, REVIEWED FOR RE NF RE NFIORC REFRIGERATOR RELITES WITHOUT BASE, CABINET AND OTHER LOCATIONS REQUIRING LEVEL SUBSTRATE. CODE COMPLIANCE RED REQUIRED FEATHER CHANGES IN ELEVATION OVER SUFFICIENT AREA TO LIMIT TRANSITION SLOPE TO 118" APPROVED REV REVISION PER FOOT, RH RIGHT HAND RM ROOM 19, MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING MAR 22 2019 NO ROUGH OPENING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED S SOUTH STANDARDS, OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT Se SOLOCORE ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE City OfTUkwlia SEAL SEALANT SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR i301LDiNG DIVISION SETT BHT S SECTION SHEET SIMILAR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REQUIRED SUBMITTALS, PROVIDING COMPLETE BACK-UP INFORMATION FOR PURPOSES OF EVALUATION, WHERE BUILDING STANDARD ITEMS ARE SYMBOL LEGEND: SPEC P SPEGFICATION CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. 2306 ROOM NUMBER REFERENCE DETAIL REFERENCE BUBBLE SO SQUARE SS STAINLESS STEEL 20. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL SIT STEEL FIRE CODE. PROVIDE FOR ALL REQUIRED SHOP DRAWINGS AND APPROVALS. CONTRACTOR IS 6109 STOR STRUC STORAGE STRUCTURAL RESPONSIBLE FOR PROVIDING FIRE ALARM SYSTEM AUDIBILITY. za DOOR NUMBER REFERENCE. BUSH SUSPENDED 21. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC., WHEN SHOWN ON THE ARCHITECTURAL �\ REVISION REFERENCE JOB NORTH TEL TELEPHONE DRAWINGS, ARE FOR LOCATION INFORMATION ONLY. MECHANICAL AND ELECTRICAL TO BE TEMP TFD TEMPERED TENANT FURNISHED DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY OTHERS. © REFERENCE KEY TnK & TENANT INSTALLED TRICKINESS) 22. CONTRACTOR IS TO PROVIDE DRAWINGS FOR ARCHITECTS APPROVAL SHOWING LOCATIONS OF I -Loa -INTERIOR ELEVATION SYMBOL (REFER TO SHEETIKEY NOTES) O THRESH THRESHOLD ALL HVAC THERMOSTATS, GRILLES AND DIFFUSERS, FIRE AND SMOKE DETECTION DEVICES q TV TELEVISION INCLUDING SPRINKLERS, SMOKE DETECTORS, FIRE EXTINGUISHERS AND HOSE CABINETS, TYP TYPICAL PLUMBING AND PLUMBING EQUIPMENT. UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE 23. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY THE ARCHITECT. RECEI,VFED VCT VEN VINYL COMPOSITION TILE VENEER CITY OF TVKSVILA VERT VERTICAL 24, ALL PERMITS INCLUDING FIRE, MECHANICAL, AND ELECTRICAL TO BE FILED SEPARATELY. TI VFY VESTIBULE VERF MAR 112019 VWC VINYLWALL COVERING w WESTAMIDE PERMIT CENTER W/ WITH WD WOOD W10 WITHOUT LLJ O N v cn LLI ct Q O � m c � CL N N R 01 DO DESIGN JPC DRAWN TPIMS CHECKED TP NO. 18-0828 01.29A9 PERMITSUBMITTAL 03.11.19 PERMIT REVISIONS General Notes & Symbols 20IF-ARCHITECTS.LLC PRIVATE PRIVATE_ 104 1G5 1 >C X I I iN�,,,, 1 1'i`VA] F .� [1 710 "� ' I°RIVATE OPEN QEEICE `.< xIOFFICE 711 >< ill, a TOTAL TRAVEL TECH pSTORAGE DISTANCE 89'[9" f pgE a 9 20 BREAK 11fi WgRiH()tISE ,26 P - I i Ot 1'HF; XIT SE:f A.RA510N IS 5 - - Rta G g ...7 1 /2, / 3 = 13 GREAT ST DIAGONAL 91STANCt - K y Notes: Legend: ADA CLEAR SPACE PER ANSI A117.1 SECTION 305. ALL NEW COUNTERS ARE 34" HIGH PER ANSI A117.1 SECTION 308. COMMON PATH OF EGRESS TRAVEL MINIMUM 60" DIAMETER UNOBSTRUCTED TURNING SPACE. PERMITTED TO INCLUDE KNEE EXIT ACCESS TRAVEL DISTANCE AND TOE CLEARANCE; PER ICC/ANSI 117.1-2009 603.2 TO COMPLY WITH SECTION 304.3.1 AND 306. J XX OCCUPANT LOAD THROUGH OPENING W EXIT SIGN 9!S- FIRE EXTINGUISHER i TRAINING 121 W 7 W uSF 27 8 1 EMERGENCY ILLUMINATION FOR BUILDINGS AND DURATION OF ILLUMINATION (1006.3.2-1008.3.5) In the event of power supply failure in Rooms and spaces, an emergency electrical system shall automatically illuminate all of the following areas: 1. Electrical equipment rooms, 2. Fire command centers, 3. Fire pump rooms, 4. Generator rooms, S. Public restrooms with an area greater than 300 square feet. 9 The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or an on4te generator. Illumination level under emergency power, the lighting finalities shall be arranged to provide initial illumination that is not less than an average of 1 footcandle and a minimum at any point of 0.1 footcandle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 footcandle average and a 'minimum at any, point of 0.06 footcandle at the end of the emergency fighting time duration. A maximum•to•minimumillumination uniformity ratio of 40 to 1. shall not be exceeded. O EXIT PSAV -Andover Park East PLUMBING FIXTURE REQUIREMENTS PLUMBING CALCULATIONS {PER 2015 IBC TABLE 2902.1) RAT O: 50% MALE OCCUPANCY WATER CLOSETS LAVATORIES DRINKING FOUNTAINS SERV: SINK Type Load Ratio Male Ratio Female Ratio Male Female Ratio Quantity Quantity B 89 1 PER 25 FOR THE FIRST 50 THEN 1 PER 50 1.B 1 PER 25 FOR THE FIRST 50 THEN 1 PER 50 1.8 1 PER 40 FOR THE FIRST 80 THEN 1 PER 80 1.1 11 1 PER 150 FOR THE FIRST 150, THEN 1 PER 500 0.6 0 A3 0 1 PER 125 OLD 1 PER65 0.0 1 PER200 0.0 0.0 0.0 M 01 1 PER 600 QO 1 PER 500 0.0 1 PER 750 0.0 0.0 0.0 S2 421 1 PER 100 0.2 1 PER 100 021 1 PER 100 0.2 0.2 0.3 Required Total 131 2 2 2 2 }fli6 -C 29025 1 Provided Total 2 2 2 2 2 0 2015 IBC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied; illumination level shall be not less than 1 footcandle at the walking surface. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require enc electrica l system ss an emergency Y two or more means of egress, 9 Y shall automatically illuminate all of the following areas: 1. Interior exit access stairways and ramps. 2. Interior and exterior exit stairways & ramps, 3. Exit passageways 4 Code Notes: FLOOR 1 OCCUPANT LOAD: i. MEANS OF EGRESS ILLUMINATION THE MEANS OF EGRESS (EXIT PATHWAY) AND THE EXIT DISCHARGE DOOR SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING IS REFER TO 2015 IBC TABLE 1004.1.2 FOR LOAD FACTOR OLcuP ancy Room Name Room Number Square Footage Load Factor OCCUPIED AT AN ILLUMINATION LEVEL NOT LESS THAN 1-FOOT CANDLE (10 LUX) AT THE WALKING SURFACE LEVEL PER DO 1006. LIGHTING MUST BE PROVIDED WITH EMERGENCY BATTERY BACK-UP PER 2015 IBC 1008.3. 2. EGRESS LIGHTING SHALL BE DESIGNED BY A LICENSED ELECTRICAL ENGINEER ACCORDING TO APPLICABLE CODES/ORDINANCES IN JURISDICTION. THE ENGINEER MAY B OPEN OFFICE, PRIVATE OFFICE, MEWS VARIES 2,282 tea REFERENCE THIS CODE SUMMARY SHEET. HOWEVER, IT SHALL REMAIN THE SOLE RESPONSIBILITY OF THE ENGINEER TO COMPLETE A SCOPE OF WORK ADDRESSING ALL EGRESS LIGHTING I.E.; ROOMS, SPECIALIZED SPACES, PATHWAYS, ETC. PER THE AFOREMENTIONED CODES. FINAL EGRESS LIGHTING DESIGN SUBJECT TO BUILDING AND WOMEN'S OFFICIAL DISCRETION, 8 CONFERENCE 106 214, 3. NON -EGRESS DOOR WITH CARD READERS SHALL BE FAIL SECURE TO REMAIN 8 BREAK ROOM 116 211 1 Epp LOCKED DURING AN EVENT/EMERGENCY. DOOR CAN STILL BE OPENED WITH A KEY DURING SUCH EVENT/EMERGENCY. S TECH CLOSET 119 29 4. FIRE EXTINGUISHERS MUST BE WITHIN A 75' MAXIMUM TRAVEL DISTANCE OF ANY LOCATION. S STORAGE CLOSET 120 29 3�0 B TRAINING ROOM 121 747 115 125, 126, S2 WAREHOUSE 121, 128 12,495 �p AND 129 TOTAL I I I 16,007 EXIT 43.61 :harge,5::Cxtenorlangingeanuaiea or j EXIT PLAN ! I SCALE: 1 /8"= V-O" F ORNCERECEIVEQ CITY OF TUK%NILA 9 MAR 112019 ila PERMIT CENTER ISION Code Calculations: L REQUIRED EGRESS WIDTH: 1.1. BUILDING IS FULLY SPRINKLERED (W/ OR HEADS) AND HAS EMERGENCY Occupant Load VOICE/ALARM COMMUNICATION SYSTEM, THEREFORE, PER 2015 ISO 1005.3.1 & 1005.3.2 EXCEPTION: 1.2. STAIRS: 0.2"/OCCUPANT 1.3. OTHER COMPONENTS: 0.15"/OCCUPANT 1.4. EGRESS WIDTHS REQUIRED PER 2015 IBC 1005.3.1 & 1005.3.2: 1.5. STAIRS: 0.3"/OCCUPANT 22 13/16 1.6. OTHER COMPONENTS: 0.2"/OCCUPANT 2. STAIRWAY WIDTH REQUIRED: 131 * 0.3" = 39.3". 39.3"/3 STAIRWAYS = 13.1" 14.3 MINIMUM. 56" WIDTH AT STAIRWAY PROVIDED. 21 3. OTHER EGRESS COMPONENTS WIDTH REQUIRED: 131 * 0.2 = 26.2". 26.272 = 8.7" MINIMUM, 32" WIDTH AT EGRESS DOOR PROVIDED. 0.1 4. (2) MINIMUM EXITS REQUIRED PER 2015 18C 1006.3.1. (3) EXITS HAVE BEEN PROVIDED. 0.1 5. ALL CONFERENCE ROOMS UNDER 50 OCCUPANTS (OR 750 SF) TO BE CONSIDERED B OCCUPANCY PER IBC 303.1.2. 49.8 6. "COMMON PATH OF EGRESS TRAVEL' FOR B OCCUPANCY TO BE 100'-0" OR LESS 41.7 (75'-0" WITHOUT QR SPRINKLERS THROUGHOUT SLOG) AS ALLOWED PER 2015 IBC TABLE 1006.2.1. 7. "EXIT ACCESS TRAVEL DISTANCE" FOR B OCCUPANCY TO BE 300'-0" OR LESS (200'-0" WITHOUT OR SPRINKLERS THROUGHOUT BLDG) AS ALLOWED PER 2015 IBC 731 TABLE 1017.2. 7.1. EXIT TRAVEL DISTANCE SHALL BE MEASURED TO EXIT DISCHARGE OR EXIT STAIR N LU � d N CD 00 C O`_ � O+ Q S r > am 01 co Andover Park East Floor 1 790 Andover Park East Tukwila, WA 98188 DESIGN JPC DRAWN TPIMS CHECKED TP NO, 18-0828 01.29.19 PERMIT SUBMITTAL 03.11.19 PERMIT REVISIONS Exit Plan and Codes Summary BUT CONTINUE DOWN A EXIT ACCESS STAIR. 'GCS B. DEAD-END CORRIDORS TO BE LESS THAN 20'-0". (50'-0" IF FULLY SPRINKLERED AND B, E, F, OR S OCCUPANCY) PER 2015 IBC 1020.4. © 2018. JPC ARCHITECTS. LLC Fri I I r yr yzk a' k >, I. a. W E 1 � "`��� t� , � �3���.f "s� 127 1 L I ;AS.. 4 f� C y�. E DP TI 4 O TRAINING 1 :A 1 �" T 1 1 I I W 125 SE W 126 E N 1 2 10�_7" —5' to T,P. /1 STD Ad�_ 1 f 1 1 TECH \ _ BREAK 1 13,-0" 10 9' 10,_g., 10�..__ 119 116 31-3 1 /2" INMATE TE_ _ E 110 711 o I �£ o to T zti I ° L TYP. N- 4 i vyL'xcbdv �g $ 8 e >a to 5-91/2 1 CO OPEN 106 101 '—s 1/2 — - b TYP. A 1— F _=„s. 1�,.0 ::3;" ,rue J- , 4_ _ I a F I 1 I 1 MFNS PRIVATE 2 3 P 4 PRIVATE o 1 1 104 2 1 9 Fh�P - ._.. Q e — ..S P 9 rn n G ® ® I DEMOLITION PLAN DIMENSION PLAN SCALE: 118"=1'-(P SCALE: 1(8"=V-0" D�,EMOLITION KEY NOTES WORK THIS REA, UNLESS OTHERWISE DILATED. REFER TO FLOOR AND �9� STING ELECTRCAL PANELS TO REMAIN. At v FINISH PLAN FORNO ADDITIONAL INFORMATION. IF DAMAGE OCCURS TO ELECSCHEDULED TTECT RICAL PANELS ANELS DURING DIEMOL T ONEX O DEMOLISH ALL EXISTING FINISH FLOORING AND BASE, UNLESS OTHERWISE DURING CONSTRUCTION, GENERAL CONTRACTOR TO REPAIR OR REPLACE. INDICATED. PATCH AND REPAIR AFFECTED SUBSTRATE AS REQUIRED FOR t0 ALL EXISTING LIGHT FIXTURES SCHEDULED TO BE REMOVED. INSTALLATION OF NEW FINISH FLOORING AND BASE MATERIALS, REFER TO FLOOR AND FINISH PLAN FOR ADDITIONAL INFORMATION. O DEMOLISH EXISTING PARTITION WALLS (PARTIAL, GRID HEIGHT AND FULL Q HEIGHT). PROTECT EXISTING ADJACENT SURFACES, INCLUDING BUT NOT LIMITED 3 TO CEILING, ADJACENT WALLS AND FLOORING. REFER TO FLOOR PLAN FOR ADDITIONAL INFORMATION. ® DEMOLISH AND DISPOSE OF EXISTING DOORS, FRAMES, SIDELITES AND x HARDWARE (UNLESS OTHERWISE REQUESTED TO BE RETAINED). � O DEMOLISH AND DISPOSE OF EXISTING PLUMBINGIFIXTURES, TERMINATE AND CAP ALL EXISTING SUPPLY/WASTE LINES BEHIND WALL ANDIOR FLOOR. PATCH AND REPAIR AFFECTED AREAS, INCLUDING BUT NOT LIMITED TO WALLS, FLOORS AND a CEILINGS AS REQUIRED MATCHING EXISTING FINISH MATERIALS, UNO. K U DEMOLISH ELECTRICAL, LOW VOLTAGE AND LIFE SAFETY EQUIPMENT/DEVICES (INCLUDING LOW VOLTAGE CABLING) AS REQUIRED DUE TO DEMOLITION. AT a LOCATIONS WHERE ELECTRICAL IS TO BE REMOVED, TERMINATE WIRING AT CLOSEST JUNCTION BOX OR DEMOLISH WIRING BACK TO PANEL. REMOVE AND SALVAGE EXISTING RECESSED FEC AND REINSTALL AT NEW S LOCATION PER FLOOR PLAN. ` O EXISTING GUARDRAIL AND HANDRAIL SCHEDULED TO REMAIN. PROTECT RAILING SYSTEM DURING DEMOLITION. IF DAMAGE OCCURS TO RAILING SYSTEM DURING CONSTRUCTION, GENERAL CONTRACTOR TO REPAIR OR REPLACE. g 3 � LU 0 N E Cn LU z O tl C 00 00 C N � Q S r � y Q) m Andover Park East Floor 1 790 Andover Park East Tukwila, WA 98188 DESIGN JPC DRAWN TPIMS CHECKED TP NO. 18-0828 01.29.19 PERMITSUBMITTAL 03.11.19 PERMIT REVISIONS ARTITION LEGEND: DIMENSION KEY NOTES PARTITION LEGEND: EXISTING PARTITIONICONSTRUCTION TO REMAIN O NO WORK THIS AREA, UNLESS OTHERWISE INDICATED. REFER TO FLOOR AND EXISTING PARTITIONICONSTRUCTION TO REMAIN _ = EXISTING PARTITION TO BE REMOVED FINISH PLAN FOR ADDITIONAL INFORMATION. / WHERE PRACTICAL, TENANT IMPROVEMENT WALLS HAVE BEEN ALIGNED WITH OR 2 FULL HEIGHT PARTITION. REFER TO DETAIL 311-9.t CENTERED ON WINDOW MULLIONS, PILASTERS AND/OR STRUCTURAL COLUMNS. WALLS HAVE BEEN DIMENSIONED FOR ADDITIONAL CLARITY WHEN OR WHERE EXTENDED GRID HEIGHT PARTITION . REFER TO DETAIL EVER NECESSARY. 411-91 O AT LOCATIONS AS NECESSITATED BY"IN-WALL"ELECTRICAL ANDIOR Q MECHANICAL SYSTEMS PROVIDE APPROPRIATE METAL STUD WIDTH TO GRID HEIGHT PARTITION - REFER TO DETAIL 5/1-9.1 ACCOMMODATE SIZING REQUIREMENT.: CONFORM TO SPECIFIED METAL GAUGE ..Q m SYMBOLS LEGEND: AND SPACING AS INDICATED BY WALL TYPE. REFER TO CONSTRUCTION LEGEND FOR ADDITIONAL INFORMATION. ® CONTINUOUS AIR BARRIER SHALL BE CONSTRUCTED TO COMPLY WITH SECTION WALL TAG C402.5.1.2 OF THE 2015 WSEC AT WALL TYPE A. mso�cnow sTnn+v REVIEWED FOR CODE AP OROVLEI®NCE RECENED Demolition Plan & try of ru►:1vtLa MAR 22 2019 MAR 112019 Dimension Plan City of Tukwila PERMIT CENTER BUILDING DIVISION 1-1.1 © 20t8, JPC nRCHITEG(S, LLC 1 PRIVATI 1 105 1 1 PRIVATI 1 104 2 ,1 W 127 E 1 11 1 W SE N +66" 26 N +66` OPEN nFFIrF 01 SCALE: 118"=1'-0" 3 SIN WMEE 12 1 PRIVATE 1 705 1 1 PRIVATE ;1 104 WE 127 O.T.S. WE 126 \V F-3 ` / \ JF-3 \-i F_3 \ 1 F-3 \ �F-3 \ �F-3 \JF O.T.S. JF-3 \ \ jF-3 \ jF-3 \ j1-3 ---------- RCP SCALE: 118"=V-O" I 1 1 1 01 NING 2Om 1 1 1 1 F o 1� 0 FLOOR PLAN KEY NOTES SYMBOLS LEGEND: RCP KEY NOTES REVIOINED FOR 01 NO WORK THIS AREA, UNLESS OTHERWISE INDICATED. REFER TO FLOOR AND © PROVIDE(1)'/a"x4'0"x8'0"FIRETREATED PLYWOOD BACKBOARD PAINTED TO PRO BUILDING STANDARD FIRE EXTINGUISHER CABINET O NO WORK THIS AREA, UNLESS OTHERWISE INDICATED. REFER TO FLOOR AND 0 EGRESS LIGHTING SHALL BE DESIGNED BY A LICENSED ELECTRICAL ENGINEER CODE COMPLIANCE FINISH PLAN FOR ADDITIONAL INFORMATION. MATCH WALLS. DUPLEX RECEPTACLE FINISH PLAN FOR ADDITIONAL INFORMATION. BASED ON FINAL FLOOR PLAN(S)AND THE MOST CURRENT (IN FORCE) ISSUE OF THE IBC, EC AND LOCAL CODES/ORDINANCES. THE ENGINEER MAY USE THE APPROVED RECEIVED 2 EXISTING FREE-STANDING (ELECTRIFIED) WORKSTATIONS, TENANT FURNISHED 7 O ANCILLARY FURNITURE, FIXTURES AND EQUIPMENT, TENANT FURNISHED AND � DEDICATED DUPLEX RECEPTACLE MODIFY EXISTING ELECTRICAL, MECHANICAL AND LIFE SAFETY SYSTEMS AS ARCHITECTS EGRESS MAPS (COMMON PATH OF TRAVEUEXIT TRAVEL DISTANCE) CITY OF TUK6VILA AND INSTALLED. ELECTRICAULOW VOLTAGE DESIGN -BUILD CONTRACTOR TO INSTALLED. INCLUDING, BUT NOT LIMITED TO FILE CABINETS, TABLES, CHAIRS OR DUPLEX RECEPTACLE - REQUIRED BY SCOPE OF NEW WORK, MOST CURRENT ISSUE OF APPLICABLE BUILDING CODES AND DESIGN/CONSTRUCTION STANDARDS FOR ANDOVER PLAZA AS STARTING POINT FOR A BASIS OF DESIGN, HOWEVER, IT SHALL REMAIN THE MAR 22 2019 MAKE ALL NECESSARY CONNECTIONS TO INSURE A FULLY FUNCTIONING AND AND NON -IDENTIFIED MILLWORK. O CORE DRILL EAST INCLUDING, BUT NOT LIMITED TO CIRCUITING, SWITCHING, DUCTING SOLE RESPONSIBILITY OF THE ENGINEER TO COMPLETE A SCOPE OF WORK THAT MAR it2019 OPERATIONAL WORKBTATION SYSTEM. O PROVIDE BACKING, POWER, DATA & AV IN WALL FOR FLAT PANEL DISPLAY. Q VOICE/DATA RECEPTACLE. CONTRACTOR TO PROVIDE (SUPPLIESIRETURNS), BALANCING, SPRINKLER HEAD AND/OR HORN/STROBE ADDRESSES ALL EGRESS LIGHTING I.E.; ROOMS, SPECIALIZED SPACES, /� 03 POWERICOMMUNICATIONS PACKAGE (WALL) WITH (1) SINGLE GANG MUD RING PROVIDEPATHWAY CONDUIT (2") BETWEEN DISPLAY AND UNDER TABLE OUTLET. MUD RING AND PULL STRING RELOCATION. NOTE: IT IS THE INTENT THAT ALL ABOVE -CEILING SYSTEMS BE PATHWAYS, ETC. PER THE AFOREMENTIONED CODES. FINAL EGRESS LIGHTING G4OfTUkMIa (WITH PULL STRING)AND(1) 110V DUPLEX OR QUAD AS INDICATED. ALL VERIFY EXACT PLACEMENT& SIZES WITH TENANT. OT THERMOSTAT INVESTIGATED PRIOR TO BID SUBMISSION AND THAT SAID SUBMISSION SHALL QUANTITIES AND LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE BUILDING DIVISION PERMIT CENTER HORIZONTAL DATAICOMMUNICATIONS PATHWAYS IN INSULATED WALLS SHALL BE FIRE EXTINGUISHER CABINET(F.E.C.). MOUNT AT 54"ABOVE FINISH CONSTITUTE ACCEPTANCE OF THE TERMS REFERENCED BELOW WITHOUT INSPECTOR'S FIELD PLACEMENT DETERMINATION. RUN IN CONDUITOFAPPROPRIATE SIZE. CONFIGURATION TO MATCH EXISTING FLOOR (A.F.F.). PROVIDE IDENTIFICATION SIGNAGEAT EACH EXTINGUISHER NO DESIGNATION = EXISTING ADDITIONAL PROJECT AND/OR TENANT COSTS. ALL ABOVE -CEILING O NEW GYPSUM WALL BOARD CEILINGS TO BE PAINTED PA. BUILDING STANDARD, REUSE AND REINSTALL EXISTING SALVAGED ELECTRICAL AND LOW VOLTAGE SYSTEMS (CABLING, DEVICES AND EQUIPMENT) WHERE OR LOCATION AS REQUIRED. N = NEW&10R RELOCATED (COORDINATE RELOCATED ITEMS W1 ARCHITECT) EQUIPMENTIDEVICES THAT REQUIRE"ACCESSIBILITY" OR ARE IN DIRECT CONFLICT WITH THE ARCHITECTS' DESIRED DESIGN INTENT (ARCHITECTURAL 0 PROVIDE THERMOSTATICALLY CONTROLLED EXHAUST FAN IN TECH CLOSET 119. WHENEVER RACTI (AS APPROVED BY 10 DEDI TEDPOWEREDWATER FORNEW PROVIDE DEDICATEDDFILTELL EOUTLET AND FILT CEILING DESIGN, LIGHTING PLACEMENT, ' ETC.) SHALL BE REMOVED AND VERIFY EXACT REQUIREMENTS WITH COMPUTER TECHNICIAN AND A/V SEE SHEET 1-3.1 SFORADDITIONAINFORMATION. RR A REQUIRING ERLINES SOURCE VIA UNDER SINK WATER FILTER. RELOCATED, IF REMOVAL ANDIOR RELOCATION IS NOT PHYSICALLY POSSIBLE OR CONSULTANT. FOR RCP WORKSTATION COMMUNICATIONSIPOWER PACKAGE (FLOOR) TO SUPPLY EACH SHALL BE SERVED FROM ONE IS DEEMED COST -SENSITIVE, A LETTER SHALL BE SUBMITTED BY EACH TRADE TO O EXHAUST FAN. CFM TO BE BASED ON USE AND VOLUME OF ROOM, VENT PER 1.. �1 Appliance + Equipment Schedlule: WORKSTATION WITH CONNECTIVITY )AND 11 PARTIALLY HEATED WAREHOUSE. INSULATION IN DEMISING WALL TO BE XXX. REVIEWIAPPROVAL PRIOR TO F OF ILD CUMENTS REQUIREMENTS AND OCAL JURISDICTIONAL FERNTO LEGEND LEGEND AND 2)DUPLEXES VOICEJDAICEIDATA TA&POWER CABLING TO BE COORDINATED WITH DOECT DESIGN-BUTHE AND COMMENCEMENT OR CONSTRUCTION -RELATED TON -RELATED REION MECHANICAL DESIGN -BUILD DOCUDARD MENTS OR ADDITIONAL WORKSTATION MANUFACTURER'S RECOMMENDATIONS AND LAYOUT. ACTIVITIES. INFORMATION NOTES ITEM DESCRIPTION WORKSTATIONS BE FED TION TO V EXIT ALL EXIT LIGHTS AND EGRESS LIGHTING LOCATIONS NEW LIGHT FIXTURES (F5) IN WAREHOUSE TO BE PLACED IN SAME LOCATION AS MATCH EXISTINGTO BUIILD BUILDING STANDARD, ARD, R UIRE SE ANDTREI REINSTALL EXISTING SALVAGED ELECTRICAL AND LOW VOLTAGE SYSTEMS (CABLING, DEVICES AND 11 FLAT SCREEN PANEL DETERMINED BING. SHAILLULL BETED Y BUILDING AND FIRE INSPECTORS FIELD PLACEMENT DETERMINATION. �/ REMOVED FIXTURES. 1.2 REFRIGERATOR EQUIPMENT) WHERE OR WHENEVER PRACTICAL (AS APPROVED BY TENANT). REFER TO ELECTRICAL DESIGN -BUILD DOCUMENTS FOR ADDITIONAL - NOTE: CONTRACTOR TO VERIFY THAT ALL APPLIANCES AND EQUIPMENT FIT INFORMATION. O VERIFY ALL REQUIREMENTS FOR SERVER ROOM WITH TENANT. IN ._,, WOTR00MS PRIOR TO FABRICATIONICONSTRUCTION. AB Uj O N N LU O N 6 C Q,, CL d L N (T d] Andover Park East Floor 1 790 Andover Park East Tukwila, WA 98188 DESIGN JPC DRAWN TPIMS CHECKED TP NO. 18-0828 01.29.19 PERMITSUBMITTAL 03.11.19 PERMIT REVISIONS Floor Plan & RCP f6m ©soia,axnacmrcas, uc s RCP Legend: TYPE SYMBOL MFG DESCRIPTION MOUNTING HEIGHT MANUFACTURER'S REPRESENTATIVE NOTES ®� EMERGENCY EGRESS LIGHTING ACT-1 ARMSTRONG ULTIMA- 15/16"GRID WITH SQUARE -0 LAY -IN- 24"X48X374"-1903 F-1 LITHONIA LIGHTING BLTSERIES LED -2X2 LED NIA PACIFIC LIGHTING SYSTEMS 28LT2-40L-ADP-MVOLT-EZI-LP835 MELISSA MILLER mmiller@pacific iightingsystems.com 206.947.9995 F-2 SENSO LIGTHING RECESSED LED DOWNLIGHT NIA PACIFIC LIGHTING SYSTEMS ARTEMIS3 MELISSA MILLER O AR3D.FL-A90-660-35-15-DL-01-01-915 mmiller@pacifdightingsystems.com -LCS-277 206.947.9995 F-3 SPECTRUM LIGHTING LED PENDANT MOUNTING HEIGHT: V-0"AFF PACIFIC LIGHTING SYSTEMS W81611GV-15L-35K-DS10X-CM-MWI- BOTTOM OF CAGE MELISSA MILLER XX mmiller@pacifcllghtingsystems.com \ 206.947.9995 F-4 LITHONIA LIGHTING BIT SERIES LED -2X4LED NIA PACIFIC LIGHTING SYSTEMS 2MT4-40L-ADP-MVOLT-EZI-LP835 MELISSA MILLER mmiller@padfidightingsystems.com 206,947.9995 F-5 LITHONIA LIGHTING MSL LED LOW BAY MATCH HEIGHT OF REMOVED PACIFIC LIGHTING SYSTEMS MSL-4000LM-LILV-MVO1_T-EZI-35K-80 FIXTURES. MELISSA MILLER CRI-XX-WH mmiller@padfclightingsystems.com 206.947.9995 REFLECTED CEILING NOTES: 1. COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECT'S DRAWINGS. 2, PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES AND PAINTED TO MATCH CEILING FINISH. 3. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED, 4. LIGHT FIXTURES, NEW SPRINKLERS AND OTHER CEILING ELEMENTS SHALL BE CENTERED IN THE TkV SECTION OF INDIVIDUAL CEILING TILES U.N.O. (EXIST. SPRINKLERS TO REMAIN UNLESS CONFLICT WITH NEW ELEMENTS). S. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.N.O. 6. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. 7. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT TYPES, LIGHT FIXTURES, AND ASSOCIATED ITEMS. 8. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE -CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS - PERMITTED SEPARATELY. 9. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC, AND/OR (E)CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECT'S CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. 10. SUBMIT GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION. 11. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ALL OTHER RELATED ITEMS. INSTALL NEW PLUMBING, MECHANICAL, FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS SO AS TO NOT CONFLICT WITH ANYIALL FIELD CONDITIONS INCLUDING LUMINAIRES. 12. INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID FIXTURE SOILING OR DAMAGE. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. ALL LAMPS SHALL BE NEW AT PROJECT COMPLETION - RELAMP EXISTING FIXTURES. 13, CONTRACTOR TO VERIFY CODE COMPLIANCE OF EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING CODES (INCLUDING, BUT NOT LIMITED TO; CURRENT IBC WALL MOLDING (2" ANGLE) AND SEISMIC SEPARATION JOINTS), 14, CONTRACTOR TO VERIFY CODE COMPLIANCE OF ALL EXISTING LIGHTING FIXTURES AND ASSOCIATED SEISMIC BRACING RESTRAINTS. FIXTURES FOUND NOT IN COMPLIANCE SHALL BE MODIFIED ANDIOR NEW PROVIDED AS REQUIRED BY CURRENT BUILDING ANDIOR ENERGY COMPLIANCE CODES. 15. ALL EXITING LIGHTS AND EGRESS LIGHTING LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. 16. ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC/IBC OR SUPERCEDING CODE. ALL FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC/BC OR SUPERCEDING CODE. FINISH SPECIFICATIONS FLOORING CP TYPICAL FLOORING, U.N.O. 1 MFR: STYLE NAME: SHAW CONTRACT REVERSE } STYLE NO: 5T069 COLOR NO: TBD BACKING: TBD INSTALLATION: TBD MFR REP.: SUE PARSON - 206-550-3163 we.parscn@shawinc.com WM WALK OFF MAT i MFR: SHAW CONTRACT STYLE NAME: BONJOUR II TILE STYLE NO: TBD COLOR NO: TBD BACKING: TBD INSTALLATION: TBD MFR REP.: SUE PARSON - 206-550-3163 we.parson@shawinc.com VC VINYL COMPOSITION TILE 1 MFR: ARMSTRONG SERIES: STANDARD EXCELON IMPERIAL TEXTURE COLOR NAME: TBD COLOR NO: TBD SV SHEET VINYL 1 MFR: ARMSTRONG SERIES: LINOART RHYTHMICS SHEET COLOR NAME: TBD COLOR NO: TBD BASE RBi TYPICAL BASE, U.N.O. MFR: JOHNSONITE PRODUCT: 4"HIGH -CONTINUOUS COIL COLOR NAME: TBD COLOR N0: TBD ASTM TYPE: TBD PROFILE: TBD GENERAL WALL PAINT (TYPICAL U.N.O.) eMFR: SHERWIN WILLIAMS 1 COLOR NAME: TINSMITH COLOR NO: SW 7657 SHEEN: EGGSHELL, SEMI -GLOSS @ WET AREAS ACCENT WALLS P MFR: SHERWIN WILLIAMS 2 COLOR NAME: BUNGLE HOUSE BLUE COLOR NO: SW 0048 SHEEN: EGGSHELL, SEMI-GLOSS@WET AREAS WP WALL PROTECTION- PLASTIC LAMINATE 1 MFR: WILSONART COLOR NAME: TBD COLOR NO: TBD LOCATION: MEN'S 114 AND WOMEN'S 115 MFR: WILSONART COLOR NAME: TBD COLOR NO: TBD LOCATION: BREAKROOM 116 PL2 PLASTIC LAMINATE MFR: WILSONART COLOR NAME: TBD COLOR NO: TBD LOCATION: BREAKROOM 116 ,® O PRIVATE 105 PRIVATE 104 FINISH PLAN KEY NOTES TOE 127 W126 SE CIJQ 1zo , .. P 119 2XT 1 PRIVATE P TE PRIL -- P L.. ..... F_ i p ... .. _L.. p 2 .... -2 + + + r F -H T + + ++ a _ -I- OPEN ._ _ .�.. _� .�_ -I- _I_. -h- 101 + + -r .__ �- -1- � � -F t -! _ f- P � TYP. ... , ' -i- + + r -i- -� -i. -i- P � + -i- -P + --�- -I- -)- -}- -t -I- RB i� _ _ .i. + 2 • { t I UNLESS NOTED_,, I (OTHERWISE O NO WORK THIS AREA, UNLESS OTHERWISE INDICATED. REFERTOFLOORAND FINISH PLAN FOR ADDITIONAL INFORMATION. PROVIDE AND INSTALL HEAVY DUTY STAINLESS STEEL TRANSITION STRIP. ® CARPET TO RESILIENT FLOOR TRANSITION STRIP, REFER TO DETAIL 8/1-9.1 FINISH PLAN SCALE: 1111—l'-O" FINISH PLAN NOTES: 1. ALL AREAS TO RECEIVE CARPET AND BASE AS SCHEDULED U.N.O. 2. ALL AREAS TO RECEIVE REA U.N.O. 3. ALL WALLS & PARTITIONS TO RECEIVE P-1 U.N.O. 4. PREP ALL EXISTING FLOOR SURFACES TO RECEIVE NEW FINISHES AS SCHEDULED. 5. PROVIDE PAINT APPLICATION APPROPRIATE TO THE SUBSTRATE TO WHICH IT IS TO BE APPLIED. 6. ALL EXPOSED GYP. BD. SURFACES, BOTH EXISTING AND NEW, ARE TO RECEIVE NEW PAINT FINISH. PREP ALL SURFACES AS REQUIRED FOR NEW PAINT FINISH. PROVIDE ONE PRIME COAT PLUS TWO FINISH COATS 7, CHANGES IN FLOOR MATERIALS THAT OCCUR AT FRAMED DOOR OPENINGS SHALL OCCUR AT THE CENTERLINE OF THE DOOR IN THE CLOSED POSITION. 8. ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR FLAME - RETARDANT TREATED IN AN APPROVED OF MANNER (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) 9. ALL INTERIOR PARTITIONS, CEILING FINISHES AND TRIM OF PUBLIC AREAS TO COMPLY WITH CLASS 1 MATERIAL CLASSIFICATION; FLAME SPREAD RATING O TO 25, SMOKE DEVELOPED 200. ALL INTERIOR WALL AND CEILING FINISHES AND TRIM OF NON-PUBLIC AREAS TO COMPLY WITH CLASS 2 MATERIAL CLASSIFICATION; FLAME SPREAD RATING 26 TO 75, SMOKE DEVELOPED 450. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 22 2019 City of7ukwila 10, FLOOR COVERINGS OF PUBLIC AREAS TO MEET CLASS A INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX OF 0.45 WATTS PER SQUARE CENTIMETER OR HIGHER, FLOOR COVERINGS OF NON-PUBLIC AREAS TO MEET CLASS B INTERIOR FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX BETWEEN 0.22 WATTS PER SQUARE CENTIMETER AND 0.44 WATTS PER SQUARE CENTIMETER. 11. CARPET INSTALLATION TO MEET THE GUIDELINES OF THE CARPET AND RUG INSTITUTE-CRI CARPET INSTALLATION STANDARD -CURRENT EDITION. 12. PROVIDE FINISHED SCRIBE STRIPS AND FINISHED MILLWORK EDGES TO CREATE A FINISHED REVEAL CONDITION WHERE MILLWORK COUNTERS, CABINETS, ETC. "ABUT" ADJACENT PARTITION CONSTRUCTION. ALL EXPOSED REVEAL SURFACES AND EDGES TO HAVE SAME PLASTIC LAMINATE FINISH AS THE CASEWORK ITEM THEY "ABUT". 13, CONTRACTOR TO CLEAN AND REPAIR ALL EXISTING EXTERIOR GLAZING AND INTERIOR RELITE MINI -BLINDS WITHIN THE WORK AREA. CITY OF TI K VILA MAR 112019 PERA9rr CrzM R CD N a, R" Z �} O � CT Q Q ate-• N N r 5 rn 01 DO Andover Park East Floor 1 790 Andover Park East Tukwila, WA 98188 DESIGN JPC DRAWN TPIMS CHECKED TP NO. 18-0828 01,29.19 PERMIT SUBMITTAL 03.11.19 PERMIT REVISIONS Finsh Plan, Finish Speciications, RCP Legend & Notes I-3.1 © 2018,JPCARCHITECTS,— I g EXISTING COLUMN v 3'-II"CLR* �- I. - BREAK ROOM 11 6 SCALE: 31W = V-0- OWOMENS 115 SCALE: 118" = V-0" 3"WIRE PULLS PLAM AT ALL EXTERIOR SURFACES TYPICAL 4"RUBBER BA: AT TOE KICK PLAM COUNTER TOP AND BACKSPLASH PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED MELAMINE AT ALL CABINET INTERIORS TYPICAL 3/4'ADJUSTABLE SHELF ON 2" D.C. SHELF CLIPS BASE CABINET WITH DRAWER SCALE: N.T.S. COUNTERTOP AND FULL -HT AND BACK SPLASH zCONCEALED IN -WALL TUBE STEEL SUPPORT PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED I D&LIE-1 ION PLASTIC LAMINATE 7 PARTITIONS INUM EDGE WALL PROTECTION BASE WITH INUM EDGE 3'WIRE PULLS PLAM AT ALL EXTERIOR SURFACES TYPICAL 4'RUBBER BA1 AT TOE KICK Z-O"U.N.O. PLAM COUNTER TOP AND BACKSPLASH PROVIDE BLOCKING BEHIND CABINET AND IN WALL AS REQUIRED LOW PROFILE STAINLESS STEEL SINK INSULATED EXPOSED DRAIN PIPING MELAMINE AT ALL INTERIOR SURFACES TYPICAL — 112" 'I`1 81-3" VERIFY VERIFY WOMENS 115 SCALE :118-1-0- PLAM AT ALL EXP EXTERIOR $URFA TYPICAL 3/4'ADJUSTABLE SHELF ON 2"O.C. SHELF CLIPS PROVIDE BLOCKI BEHIND CABINET IN WALL AS REAL 10 BASE CABINET WITH SINK, ADA SIDE APPROACH UPPER CABINET SCALE:NJ.S. 8 S.1.: N.T.S. )POINTS AND IC LAMINATE 2TITIONS EDGE PROTECTION OUTLET WITH EDGE WOMENS 115 SCALE: W=I'-0' COUNTER TOP AND BACKSPLASH PER ELEVATIONS PLAM APRON CONTINUOUS LEDGER - MATCH TO WALL PROVIDE CONCEALED IN -WALL TUBE STEEL SUPPORT, AS REQUIRED INSULATED EXPOSED GRAIN PIPING 12 Sink Counter- ADA Forward Approach S.M.: N.T.S. REVIEW —E--' OR CODE COMPLIANCE E APPROVED PpRov D MAR 22 2019 C tyoffutm]a BUILDING DIVISION CITYOF FIVED CITY OF TWVILA MAR 112019 PERMIT CENTER U LLJ C) U c"I CILO V) Lij < z I C:) CCD .0 OJ CL > c' (D MOSAV.. Andover Park East Floor 1 790 Andover Park East Tukwila, WA 98188 DESIGN JPC DRAWN TPIMS CHECKED TP NO. 18-0828 01.29,19 PERMIT SUBMITTAL 03.11.19 PERMIT REVISIONS Interior Elevations 103 WALL COUNTER 1-8.1 �m tl a 18 mils STUDS 125 GA) 30 mils STUDS (20 GA - DRYWALL) 33 mils STUDS (20 GA) STUD SIZE STUD SPACING LIMITING WALL HEIGHT STUD SIZE STUD SPACING LIMITING WALL HEIGHT STUD SIZE STUD SPACING LIMITING WALL HEIGHT NON -COMPOSITE COMPOSITE NON -COMPOSITE COMPOSITE NON -COMPOSITE COMPOSITE-note3 162S125 ( _1111 12" 7'-8" 8'-10" 162S125 (1-518") 12" 9' 3" 9'-1 V 162S125 U-5/8") 12" 9' 6' 10'4" 16" 6'-11" 8'-4" 16" 8'-5' 9'-2° 16" 8' 8' 91-8" 24" 6'-1" 7'-1 V 24" T-4" 8'-3" I.. 7'-7' 25OS125 (24/2") 12" 10'-6" 11'-11" 250SI25 (2-1J2") 12" 12'-9" 13'-2" 250S125 (2-1/2") 12" 13'-2" 13' 11' 16" 9'-7" 11'-3" 16" 1V-7" 12'-1" 16" 124' 12'-10" 24" 8'-3„ 10W" 24" 10'-2" 10'-91, 1 24" 10'-6" 1V-7" 362S125 3-5/8" 12" 14'-0" 15'4" 362S125 3-5(8" 12" 1T-0" 7-1" 362S125 3-5/8" 12" 17'-7" 17'-10» 16" IZ-2" 14'-4" 16" 15'-6" 19-8" 16" 16'-0" 16'-5" 24" 13'-5" 24" 13'-6» 14,-0" 11, 14'-0" 14'-9" 400S125 (4») 12° 16-5" 400S125 (4� 12" 18'-5" 19-0" 40OS125 (4") 12" 19-0" 19'-11" 16° 1 15'4" 16" 18'-8" 17'-6" 18" 17'-3" 18'4" 11. 14'-2" 24" 14'-7" 16-7° 24" 15'-1" 16-5" 6005125 (6„) 12" 22'-1" 60OS125 (6„) 12" 25'-2" 25'-6" 60OS125 (6") 12" 26'4" 26'-9" 16" 19'-9" 16" 22'-11" 23'-2„ 16" 23'-9" 24'-6" 24" 16'-9° 21 18'-11" 20'-3" 24" 20'-6" 21'-7" U INSULATION TO EXTEND Z-0" BEYOND EACH SIDE OF WALL AS NOTED BELOW CEILING AS SPECIFIED PAINT REVEAL FLAT BLACK OR TAPED BLACK INSULATION AS NOTED BELOW ONE LAYER 51W GWB EACH SIDE OF WALL MTL. STUDS -WIDTH, GA. & SPACING AS NOTED BELOW COAT. MTL. RUNNER MECHANICALLY FASTENED TO SUBFLOOR WITH 0.157" DIA. HILTI XU EVERY 24° O.C. (25 GA. TRACK 48" O.C. WITH 20 GA.), WITH AN EMBED. DEPTH OF 3/4" SPECIFIED BASE FINISHED FLOOR 118" FOAM TAPE NON -BEARING WALL HEIGHT TABLE NOTES 1. WALL HEIGHTS ARE BASED ON ALLOWABLE DEFLECTION OF U240. 2. WALLS ARE TO RECEIVE MINIMUM 1/2" GWB BOTH SIDES. 3. IF WALL HEIGHT FOR COMPOSITE ACTION IS USED, GWB IS TO BE FASTENED WITH MINIMUM #6 SCREW AT 12" O.C. 4. HEIGHTS ARE BASED ON THE SSMA CATALOG. 5, TABLES ARE BASED ON 5 ESE LATERAL LOAD.- 6, TABLES TO BE USED FOR NON -BEARING NON-STRUCTURAL STUD WALLS ONLY. 7. MATERIAL GAUGES ARE FOR REFERENCE ONLY, 8, WHERE GWB DOES NOT EXTEND TO TOP OF STUDS USE LIMITING WALL HEIGHTS FOR NON COMPOSITE WALLS AND PROVIDE MECHANICAL BRACING OF STUD FLANGES PER SSMA STANDARDS. PROVIDE WALL BRACING @ ALL NON -LOAD BEARING ��1 (1 �a(� wa WALLS SO THAT NO WALL HAS AN UNSUPPORTED Bch'- 1 LENGTH GREATER THAN 9'-0". EXCEPTION: WALLS THAT ARE 12'-0" OR LESS IN io1- Uf a� a 6� ` LENGTH & SUPPORTED @ EA. END REQUIRE INTERSECTING i (X WALL OR STRUCTURE DO NOT REQUIRE WALL BRACING, INTERSECTING WALLS ARE CONSIDERED AS WALL SUPPORTS. WALLS MAY ONLY EXTEND UP TO 2'-0" BEYOND AND A SUPPORT WITHOUT BEING SUPPORTED AT ITS END \ X _I i WALL WALL HT. STUD SIZE STUD STUD SPACING WALL INSULATION FIRE RATING! COMMEM$ TYPE THICKNESS THICKNESS WALL CEILING ULDESIGN NO. C `-0 9" 2 1/2" 18 Mils 24" O.C. 3 3/4" SB SB - REF FOR BRACEasrl-9.ING 'SBSOUNOATTENUATION BATTS FR=FRE RESISTIVE OGRID HEIGHT PARTITION SCALE: 3" = 1*.W �g PARTITION TERMINATION AT CURTAIN WALL SCALE: N.T.S. 8" MAX. UNATTACHED WALLS CAN USE BERK CUPOR �� ARMSTRONG STABILIZER POP RIVET NOTED AS BAR OR OTHER SUITABLE 'BIV ON V 1-9.2 FOR SYSTEM TO KEEP PERIMETER CATEGORY OE,F COMPONENTS FROM SPREADING APART HANGER WIRE AT EACH PERIMETER MAIN TEE AND PERIMETER gMAX CROSS TEE SEISMIC RX PERIMETER TRIM BY ARMSTRONG CEILING TYPICAL HEAVY DUTY SUSPENDED CEILING ATTACHED WALLS AT GRID SYSTEM BY CATEGORY D, E & F USE ARMSTRONG BERC2 BY ARMSTRONG CEILING NOTED AS'B' ON 1/ 142, CATEGORY C ALWAYS USES BERC2 1 3) SUSPENDED CEILING AT PERIMETER SUPPORT OPARTITION BRACING DETAIL SCALE: 3" = 1' 0` FASTEN TO STRUCTURE ABOVE WITH 3116" DIA. POWDER ACT. FASTENERS, MIN. 1000 LB. PULLOUT (@ STL. DECK FASTEN W1(2) #10 SCREWS) ACOUSTICAL TILE CEILING METAL CASING BEAD 2-10 (22 GA.) TRACK Wl (2) #10 SCREWS @ 24" O.C. PAINT EXPOSED SURFACES FLAT BLACK DO NOT SECURE PARTITION TO GLAZING SYSTEM, ATTACH AT WALL ABOVE AND BELOW GLAZING BOX STUD TO CONFORM TO SITE CONDITIONS LINE OF SILL (VARIES PER SITE CONDITION) MTL. STUD ATTACHED TO VERTICAL MULLION Wl DOUBLE SIDED (STICKY) FOAM TAPE PARTITION TERMINATION AT MULLION SCALE: 3"= V0" 8" MAX d 2„/^ PROVIDE CEILING SEISMIC JOINT CLIP IN MAIN BEAMS SIMILAR TO ARMSTRONG SJMR AS NECESSARY DIVIDING CEILING INTO AREAS NO GREATER THAN 2,500 S.F. DEXPA14 N§ION JOINT >2500SF SCALE:3" 1'-0" ^�- REFER TO STRUCTURAL FOR TOP TRACK ^ EXISTING STRUCTURE 1" DESIGNED FILL VOID WITH ACOUSTICAL SEALANT BOTH SIDES VERTICAL ` wL:; (OUTER) DEFLECTION TRACK DEFLECTION :(INNER) HEAD TRACK SECURE STUDS TO LEG OF HEAD TRACK INSULATION AS NOTED BELOW INSULATION TO EXTEND 2'-0" BEYOND EACH SIDE OF WALL AS NOTED BELOW ONE LAYER 5/8" GWB EACH SIDE OF WALL CONT, MTL. RUNNER MECHANICALLY FASTENED TO SUBFLOOR WITH 0.157" DIA. HILTI XU EVERY 24" O.C. WITH AN EMBED. DEPTH OF 1" R-7 CONTINUOUS INSULATION TO EXTEND FROM EXISTING CONCRETE SLAB TO UNDERSIDE OF ROOF DECK WALL TYPE WALL FIT. STUD SIZE STUD TO STUD SPACING WALL THICKNESS INSULATION WALL FIRERATINGI UL DESIGN NO. COMMENTS A 2T-O" 6" 43 Mils 24" O.C. 7-114" R-�f eATr INsuLAnoN w INS _ TO STRUCTURE CONTINUOUS RIGID INSULATION 'Jtl=JUUNU AI ItNUAIIUN tlAI IS tK=FIKt KESISIVt O FULL HEIGHT PARTITION SCALE: 3" = V.O0 0 0 0 STUD WIDTH TO MATCH WALL; 20 GA. TRACK CONNECTED TO GONG. SLAB W/ 3116" DIA. X 5/8" LONG POWDER ACTIVATED FASTENERS (4 MIN.) STRUCTURE ABOVE 4$° STUD WIDTH TO MATCH WALL; 20 GA. BRACE @ 6'-0° O.C. MAX. 2-1/2" X 20 GA. TRACK ANCHORED TO CHANNEL - (T4ACOUSTICAL TILE CEILING BLOCKING AS REQUIRED " METAL CASING BEAD 22 GA 2-112" RUNNER & CONT. FOAM PAD - ATTACH TO CEILING GRID W112) #10 SCREWS @ 24" O.C. PAINT REVEAL FLAT BLACK 1 OR USE BLACK RUNNER SEE PLANS FOR WALL TYPE OPARTITION BRACING DETAIL SCALE: Y = I' W APPROVED"FIRE SCHEDULEDDOOR EXTINGUISHER" (OPEN OR CLOSED) SIGNAGE-THIGH Exn cUsBER WHITE HELVETICA WALL -MOUNTED LETTERING ON RED OUTLET TEL. BACKING OF 8"X12" 6" �6° SIGN PROVIDE - LIGHTS CH SIGNAGE ON ALL THERMOSTAT DOTTED LIN FOUR SIDES OF INDICATES LO TION COLUMN ENCLOSURE �. OFLARGER PLA WHEN FIRE HANDLE FOR GANGED EXTINGUISHER u HARDWARE SET SWITCHES OCCURS AT COLUMN ¢ AS SCHEDULED 77� BUILDING STANDARD 2-3/4" FIRE EXTINGUISHER ¢ ¢ ELEC. OUTLET VERIFYVW HARDWARE CABINET vi TEL. OUTLET d. i%) SCHEDULE - O WHEN LOCATED AT — 0.......0 m COLUMNS, CABINET LeO AND SIGNAGE TO BE CENTERED ON FL COLUMN ENCLOSURE. TYPICAL, U.N.O. NOTE: INSTALL LOCAL ELECTRICAL AND TELEPHONE WALL OUTLETS NOTE: HEIGHTS ARE AS NOTED AND SWITCHPLATES AT NEAREST STUD FROM SCALED LOCATION ON UNLESS DIRECTED BY B/S TO BE PLAN UNLESS SPECIFICALLY DIMENSIONED. DIFFERENT 11 TYPICAL MOUNTING HEIGHTS SCALE: 3" =1'-0" NOTES: 1. LATERAL BRACING CLUSTER: (4)12 GA. GALV. SOFT -ANNEALED MILD STEEL WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS'T' AND SPLAYED 90 DEGREES FROM EACH OTHER AT 45 DEGREES MAX. ABOVE HORIZONTAL. CLUSTERS PLACED 12'-0' O.C. MAX. AND 6'-0" MAX. FROM EACH WALL. WIRES SHOULD BE TAUT WITHOUT CAUSING CEILING TO LIFT, 2. SUSPENSION WIRE: 12 GA. GALV. SOFT -ANNEALED MILD STEEL WIRE ENCASED INi" DIAM. CONDUIT (FOR UPLIFT RESTRAINT); SECURE WIRE TO MAIN RUNNER WITHIN 2°-0F CROSS T. CONDUIT TO OCCUR AT EVERY LATERAL BRACING CLUSTER AND SUSPENSION WIRES TO OCCUR AT 4'-0" D.C. MAX. EACH WAY. 3 TURNS MIN. NOTE #2 WITHIN 3" TYP. _ NOTE#1-_--__�/// NOTE #1 45° MAX. TYP. RUNNER ENDS AT MAIN RUNNER, OPPOSITE WALLS HEAVY DUTY 2" MAX. TYP. . TO FLOAT FREE -0N PERIMETER CROSS T" ANGLE. PROVIDE 3/4" CLEARANCE VIEW SHOWING LATERAL BRACING BETWEEN ENDS OF CLUSTER AND SUSPENSION WIRE GRID &WALL 15 EXPANSION JOINT >2500SF SCALE:3' 1'-0" BRACING AS REQ'D/- 0 o 1 f A EINSUACH IT E F EXTEND NOTED BEYOND - �.....X EACH SIDE OF WALL AS NOTED BELOW ONE LAYER 518" GWB EACH SIDE OF WALL INSULATION AS NOTED BELOW CONT, MTL. RUNNER MECHANICALLY FASTENED TO SUBFLOOR WITH 0.157" DIA. HILTI XU EVERY 24" O.C. (25 GA. TRACK 48" O.C. WITH 20 GA.), WITH AN EMBED, DEPTH OF 314" SPECIFIED BASE 118" FOAM TAPE FINISHED FLOOR rrc=rfrce ntslalivt 4 EXTENDED GRID HEIGHT PARTITIONLis SCALE: 3" = VmO' CD O N q, L7 W Z m o 00 C CT` ID d ENT FLOORING Andover Park East =R REDUCER STRIP Floor 1 2 TO MATCH WALL BASE 790 Andover Park East =T TILE Tukwila, WA 98188 OCARPET TO RESILIENT FLOOR TRANSITION SCALE: N.T.S. COMPRESSION STRUTS _ ATTACHED WALL AND LATERAL BRACING B B 8 B 9 B B B B B B TO BE LOCATED 6' 0" 1 —l- --- - MAX E.W. FROM W AND DISCONTINUO ;Ly ISMIC Tg"SRMSTRONGSEISMICR CEILING SURFACEu - -- - '- _. i PERIMETERCLOSURE CENTER SMALLP '_ i-92 SEISMIC CATEGORY C. D,E, PENETRATIONS W { THE CEILING GRIDP- --- SEISMIC JOINTS WHERE EVENLY SPACEA Tt 192 REQUIRED TO LIMIT CEILIN MULTIPLE-- _ _ - _ -- j AREAS TO 2500 SF PENETRATIONS _I-X" -(((�t _ 3 COMPRESSION STRUTS AN WITHIN A SINGLE MODULEE- IF L1 --� u --- -- 1-9'2 LATERAL BRACING WHERE CEILING AREA>144 SF °HEAVY-DUTWCEIUP- —i-- - q 12 GA VERTICAL HANGER SUPPORT SYSTEMP- 1-9'2 TO CEILING GRID MAIN BEA SIMILAR TO 4'-0" O.C. EACH WAY WITH TIGHT WRAPS ARMSTRONG SEISM — - - RXFORSEISMICDE1P CATEGORY D, E, OPER IBC 1613.1 OFF MODULE MAIN BEAMS TO USE STAC r CEILING GRID FIXTURE BR CLIP .,.-.nKK, r. NEW ., 6 ATELECTRICALAND XF D WIRES MS AT 3 ACING MECHANICAL FIXTURES. CEILING TYPE EL. KK'-O"AFii.al CEILING ELEVATION AFF-/ B.O. HEADER lP 12 CEILING GRID DETAIL DIAGRAM - TYPICAL SCALE: 118-V-W 16) NOT USED REVIEWED FOR CODE COMPLIANCE APPROVED MAR 22 2019 City of Tukwila BUILDING DIVISION DESIGN JPC DRAWN TPIMS CHECKED TP NO. 18-0828 01.29.19 PERMIT SUBMITTAL 03.11.19 PERMITREVISIONS nECFIVEO I Construction Details CITY OF TUKWILA MAR 112019 PERMIT CENTER © 2918, JPC ARCHITECTS, LLC T-O" X S-07 1-3/4"SC, FLUSH PANEL WOOD DOOR FINISH: T.B.D. 3E, AS SPECIFIED O DOOR TYPE A DOOR TYPE B SCALE: N.T.S. O SCALE N.T.S. "X 8'4'X 1-314'SC, FLUSH PANEL GO DOOR WITH 114* THICK LITE SH: T.B.D. TEMPERED SAFETY GLASS Z ISO SEC. 2406 PECIFIED ODOOR TYPE D SCALE: N.T.S. DOOR PER SCHEDULE BUILDING STANDARD HOLLOW METAL FRAME, BUILDING STANDARD FINISH DOUBLE STUDS AT EACH SIDE OF JAMBS SPECIFIED PARTITION SHIM AS REQUIRED SQUARE STOP, TYP 1/4" TEMPERED SAI GLASS SET WITH C TAPE AT ENTIRE PERIMETER T-O" X 8'-0"X 1J/4" SC, FLUSH PANEL WOOD DOOR FINISH: T.B.D. 114" TEMPERED SAFETY GLASS PER IBC SEC.2406 NOTE @ DOORIRELITE COMBINATION: PROVIDE METAL STUD KICKERS SUPPORT UP TO STRUCT. FOR STABILITY. ODOOR TYPE SCALE: N.T.S. BUILDING STANDARD HOLLOW METAL FRAME, BUILDING STANDARD FINISH DOOR PER SCHEDULE DOUBLE STUDS AT EACH SIDE OF JAMBS SPECIFIED PARTITION O DOOR JAMB (HEAD SIMILAR) O O RIE RELITE JAMB (HEAD SIMILAR) DOORLITE JAMB SCALE: N.T.S. SCALE N.T.S. SCALE: N.T.S. F I fv njo GLAZING S1 114'TEMPERED SAFETY GLASS SET WITH GLAZING TAPE AT ENTIRE PERIMETER SQUARE STOP, TYR SHIM AS REQUIRED BUILDING STANDARD HOLLOW METAL FRAME, BUILDING STANDARD FINISH VERIFY MINIMUM 1/8' CLEARANCE ABOVE SPECIFIED FINISH FLOORING HARDWARE SETS: 'REQUIRES ELECTRONIC COORDINATION HS-1 SINGLE NON -RATED DOOR WITH LATCHSET HI-2 SINGLE NON -RATED LATCHING DOOR W1 CLOSER 3!4'X F-0"X 1-3W SC, FLUSH QTY 1-1/2 PAIR -BUTT HINGES QTY 1-112 PAIR -BUTT HINGES PANEL WOOD DOOR QTY I LEVER LATCHSET QTY LEVER LATCHSET QTY I : BLDG STD. DOOR STOP QTY 1 SURFACE MTD. CLOSER FINISH: T.B.D. QTY I SET- SILENCERS QTY I BLDG STD. DOOR STOP QTY I SET -SILENCERS E, AS SPECIFIED BUILDING STANDARD HOLLOW METAL FRAME, BUILDING STANDARD FINISH SQUARE STOP, TYP 114" TEMPERED SAFETY GLASS SET WITH GLAZING TAPE AT ENTIRE PERIMETER BLOCK AND BRACE AS REQUIRED HS-3 SINGLE NON -RATED DOOR WITH LOCKSET HS4 DOUBLE NON -RATED DOOR WITH LATCHSET CRY IA12 PAIR - BUTT HINGES QTY 3 PAIR - BUTT HINGES QTY LEVER LOCKSET QTY I - LEVER LATCHSET WIDUMMY TRIM QTY 1 : BLDG STD. DOOR STOP ON INACTIVE LEAF QTY I SET _ SILENCERS QTY 2 - BLDG STD. DOOR STOP QTY I PAIR - FLUSH EDGE BOLTS QTY 2 SET- SILENCERS DOOR NOTES: 1. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 2. ALL GLAZING SHALL CONFORM TO SAFETY GLAZING REQUIREMENTS OF IBC SECTION 2406. 3. MAGNETIC HOLD OPEN DEVICES SHALL BE TIED TO BUILDING FIRE ALARM SYSTEM, 4. ALL RATED DOORS TO BE LABELED PER IBC TABLE 715.3. 5. THRESHOLDS AT DOORWAYS SHALL BE ',MAXIMUM IN HEIGHT. PER ICCIANSI Al 17.1-2009 SECTION 404.2.4. 6. ICCIANSI Al 17.1-2009 SECTION 404.2.6. DOOR HARDWARE. HANDLES, PULLS, LATCHES, LOCKS & OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND & DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34' MIN. & 48" MAX. ABOVE THE FLOOR. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION. OPERATING HARDWARE SHALL BE EXPOSED & USABLE FROM BOTH SIDES. 7. ICCIANSI Al 17.1-2009 SECTION 404.2.8. DOOR OPENING FORCE. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BEAS FOLLOWS: 1. INTERIOR HINGED DOOR: 5.0 POUNDS (22.2 N) 2.SLIDING OR FOLDING DOOR: 5,0 POUNDS (22.2 N). THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. 8. ACTIVATION OF THE BUILDING AUTOMATIC SPRINKLER OR FIRE DETECTION SYSTEM, IF PROVIDED, SHALL AUTOMATICALLY UNLOCK ALL ELECTRONICALLY SECURED DOORS WITH IN THE EGRESS PATHWAY. THE DOORS SHALL REMAIN UNLOCKED UNTIL THE FIRE ALARM HAS BEEN RESET. 9. ENTRANCE DOORS IN THE BUILDINGS WITH OCCUPANCY IN GROUP A, EL E OR M SHALL NOT BE SECURED FROM THE EGRESS SIDE DURING PERIODS THAT THE BUILDING IS OPEN TO THE GENERAL PUBLIC. 10. PROVIDE AND INSTALL DIAGONAL BRACE (TO MATCH WALL FRAMING) AT THE LATCH SIDE OF ALL NEW DOOR FRAMES, ABOVE CEILING, EITHER TO ADJACENT WALL FRAMING OR TO STRUCTURE ABOVE. 11. GC TO COORDINATE JAMB DEPTH WITH FINISHED WALL WIDTH PRIOR TO ORDERING FRAMES. CODE COMPLIANCE APPROVED MAR 22 2019 CRY Of Tukwila Ln F_ U ULJ CD LU z c:> CD MOM) > C-) Cn0 0- �` �k„� Y �� i' t( XA Andover Park East Floor 1 790 Andover Park East Tukwila, WA 98188 DESIGN JPC DRAWN TP I MS CHECKED TP NO. 18-0828 01.29.19 PERMIT SUBMITTAL 03.11.19 PERMIT REVISIONS m i T ur i umwiLA MAR 112019 PERMIT CENTER DOOR SCHEDULE: NO. TYPE FRAME HDWE RATING REVISION 100A EXT. EXT. EXT 100B EXT. EXT, EXT. 104 B AL HS-1 105 B AL HS-1 106 B AL HS-I 109 B AL HS-1 110 B AL HS-1 ill B AL LISA 1-15—ON NF Door Schedule Elevations Details (Aluminum) 1-10.1 0 20 ,ANCH1S,ULC 114 A AL H3-2 115 A AL HS-2 116 D AL HS-1 119 A AL HS-3 120 A AL HS-3 121A B AL HS-1 1213 D AL HS-1 125 — EXT. EXT. EXT. 126 C AL HS4 128 EXT. EXT. EXT \C4, R? • � ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, AS AMENDED BY THE CITY OF TUKWILA. LIVE LOADS IN ADDITION TO THE DEAD LOADS, THE FOLLOWING FLOOR LIVE LOADS WERE USED FOR DESIGN. LIVE LOAD REDUCTION IS PER IBC SECTION 1607.10. REDUCIBLE UNREDUCIBLE CEILING STORAGE 20 PSF X REFER TO TABLE 1607.1 IN THE IBC FOR RELEVANT CONCENTRATED LIVE LOADS SEISMIC LOADS SEISMIC DESIGN IS BASED ON THE REQUIREMENTS IN ASCE 7 CHAPTER 13 WITH THE FOLLOWING FACTORS: SITE CLASS D RISK CATEGORY II SEISMIC DESIGN CATEGORY D Ss = 1 A4 g h„ = 24 FT S, = 0.54 g Ip = VARIES SDs = 0.96 g ap = VARIES SD, = 0.54 g RP = VARIES SUBMITTALS SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO ANY FABRICATION OR CONSTRUCTION FOR ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: COLD -FORMED STEEL STUDS AND JOISTS. IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF THE WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN. DEFERRED SUBMITTALS PER IBC SECTION 107.3.4.1, DRAWINGS AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF THE WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN AND SHALL BE SUBMITTED TO THE ARCHITECT AND THE BUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATION. DEFERRED SUBMITTALS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: EQUIPMENT ANCHORAGE SEISMIC DESIGN OF NONSTRUCTURAL COMPONENTS NONSTRUCTURAL COMPONENTS DESIGN, DETAILING AND ANCHORAGE OF ALL NONSTRUCTURAL COMPONENTS SHALL BE IN ACCORDANCE WITH IBC SECTION 1613, ASCE 7 CHAPTER 13, AND THE PROJECT SPECIFICATIONS. NONSTRUCTURAL COMPONENTS DESIGNED BY OTHERS SHALL NOT INDUCE TORSIONAL LOADING INTO SUPPORTING STEEL STRUCTURAL MEMBERS WITHOUT ADDITIONAL BRACING OF THOSE MEMBERS TO ELIMINATE TORSIONAL FORCES. TORSIONAL BRACING SHALL BE DESIGNED BY THE NONSTRUCTURAL COMPONENT DESIGNER AND APPROVED BY THE ENGINEER. INSPECTION SPECIAL INSPECTION PER IBC CHAPTER 17 SHALL BE PERFORMED BY AN APPROVED TESTING AGENCY AS INDICATED IN THE STATEMENT OF SPECIAL INSPECTIONS AND TESTING. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL LEVELS, DIMENSIONS, AND EXISTING CONDITIONS IN THE FIELD BEFORE PROCEEDING, CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR FIELD CHANGES PRIOR TO INSTALLATION OR FABRICATION. IN CASE OF DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE DRAWINGS, THE CONTRACTOR SHALL OBTAIN DIRECTION FROM THE ARCHITECT BEFORE PROCEEDING. DIMENSIONS NOTED AS PLUS OR MINUS (t) INDICATE UNVERIFIED DIMENSIONS AND ARE APPROXIMATE. NOTIFY ARCHITECT IMMEDIATELY OF CONFLICTS OR EXCESSIVE VARIATIONS FROM INDICATED DIMENSIONS. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS --DO NOT SCALE DRAWINGS. DIMENSIONS OF EXISTING CONDITIONS MAYBE BASED ON RECORD DRAWINGS AND ARE TO BE FIELD -VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS, EXISTING CONSTRUCTION AND SOIL EXCAVATIONS, AS REQUIRED, AND IN A MANNER SUITABLE TO THE WORK SEQUENCE. TEMPORARY SHORING AND BRACING SHALL NOT BE REMOVED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND MATERIALS HAVE ACHIEVED DESIGN STRENGTH. NO REINFORCING BARS IN EXISTING CONSTRUCTION SHALL BE CUT UNLESS DIRECTED TO BY THE ARCHITECT OR AS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. MEMBER SPACING ALL FRAMING MEMBERS SHALL BE EQUALLY SPACED BETWEEN GRID LINES, COLUMNS, AND DIMENSIONED FRAMING UNLESS NOTED OTHERWISE. POST -INSTALLED ANCHORS PROVIDE POST -INSTALLED ANCHORS AS SPECIFIED IN THESE DRAWINGS. USE OF ALTERNATE PRODUCTS, OR OF POST -INSTALLED ANCHORS AT LOCATIONS NOT SHOWN IN THESE DRAWINGS, IS SUBJECT TO THE APPROVAL OF THE ARCHITECT. SUBMIT PROPOSED ANCHORS TO THE ARCHITECT WITH AN ICC-ES OR IAPMO UES REPORT VALID FOR THE 2015 IBC. SUBMITTED ICC-ES AND IAPMO UES REPORTS SHALL DEMONSTRATE THAT THE ANCHORS ARE SUITABLE FOR USE IN CRACKED CONCRETE OR UNCRACKED, FULLY GROUTED REINFORCED CONCRETE MASONRY UNITS. WHERE ANCHORS RESIST SEISMIC LOADS, SUBMITTED ICC-ES AND IAPMO UES REPORTS SHALL DEMONSTRATE THAT THE ANCHORS ARE SUITABLE FOR THE RESISTANCE OF SEISMIC LOADS. ADHESIVES SHALL NOT BE INSTALLED PRIOR TO THE CONCRETE REACHING AN AGE OF 21 DAYS AS REQUIRED BY ACI 318. REFERENCE STANDARDS IBC CHAPTER 22, SECTIONS 2210 AND 2211. AISI S100 "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" AISI S240 "NORTH AMERICAN SPECIFICATION FOR COLD -FORMED STEEL STRUCTURAL FRAMING" AISI S400 "NORTH AMERICAN SPECIFICATION FOR SEISMIC DESIGN OF COLD -FORMED STEEL STRUCTURALSYSTEMS" SUBMITTALS SUBMIT PRODUCT DATA AND PROOF OF ICC-ES OR IAPMO-UES APPROVAL FOR FRAMING MEMBERS, FASTENERS, AND CONNECTION HARDWARE VALID FOR THE 2015 IBC. ALTERNATE MATERIALS WITH EQUIVALENT SIZE, SHAPE, STRENGTH AND STIFFNESS SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT, FRAMING MEMBERS COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SIZE, SHAPE, AND GRADE AS INDICATED ON THE DRAWINGS AND IN ACCORDANCE WITH THE STEEL STUD MANUFACTURER'S ASSOCIATION ICC EVALUATION REPORT ESR-3064P. MATERIALS STUDS AND TRACK ASTM A 1003, TYPE H 43 MIL AND THINNER, GRADE 33 54 MIL AND THICKER, GRADE 50 FLOOR JOISTS, ROOF JOISTS AND RIM TRACK TRADEREADY BY CLARKDIETRICH 43 MIL AND THINNER, GRADE 33 54 MIL AND THICKER, GRADE 50 MISCELLANEOUS SHAPES (STRIPS, ASTM A 653, GRADE 50 SHEETS, ANGLES, BRIDGING) SHEET METAL SCREWS ASTM C1613 FRAMING FASTENERS GRABBER WAFER HEAD SHEAR WALL FASTENERS GRABBER BUGLE HEAD FLOOR AND ROOF DIAPHRAGM FASTENERS GRABBER PAN OR HEX HEAD WELDING ELECTRODES 70 KSI, USE LOW HYDROGEN WHEN WELDING TO STRUCTURAL STEEL FRAMING CONNECTORS CONNECTORS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY AS SPECIFIED IN CATALOG NO. C-CFS-15. PROVIDE THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER UNLESS NOTED OTHERWISE, CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE FASTENERS IN EACH MEMBER SHEET METAL SCREWS FASTENERS SHALL BE SELF -DRILLING AND SHALL EXTEND THROUGH THE CONNECTION WITH A MINIMUM OF 3 EXPOSED THREADS. WELDING WELDING OF COLD -FORMED STEEL SHALL CONFORM TO AWS D1.3 AND SHALL BE PERFORMED BY AWS CERTIFIED WELDERS. GALVANIZING GALVANIZE ALL MEMBERS IN ACCORDANCE WITH ASTM A 653, G60. COLD -FORMED STEEL ANCHORS TO CONCRETE AND STEEL WHERE INDICATED ON THE DRAWINGS, PROVIDE ANCHORS PER THE FOLLOWING TABLE. USE OF ALTERNATE PRODUCTS IS SUBJECT TO THE APPROVAL OF THE ARCHITECT. SUBMIT PROPOSED ANCHORS TO THE ARCHITECT WITH AN ICC-ES OR IAPMO UES REPORT VALID FOR THE 2015 IBC. REFERENCE THE ANCHORS SECTION FOR ADDITIONAL REQUIREMENTS. COLD -FORMED STEEL ANCHORS TO CONC AND STEEL APPLICATION PRODUCT DIAMETER LENGTH MIN EDGE MIN EVALUATION DISTANCE SPACING REPORT PAF HILTI 0.145" FULL STEEL 1/2" 1" ICC-ES TO STEEL X-S16P8TH PENETRATION ESR-1752 (3/16" MIN) CONCRETE SIMPSON 3/8" 21/2" 23/4" 3" ICC-ES SCREW TITEN HD ESR-2713 ANCHOR STUD PUNCHOUTS STUD PUNCHOUTS SHALL BE SPACED 24" OC AT MINIMUM, THE FIRST PUNCHOUT SHALL BE A MINIMUM OF 10" AWAY FROM THE ENDS OF EACH STUD. BUNDLED STUDS TWO STUDS IN A BOXED CONFIGURATION, OR STUD GROUPS OF 3 OR MORE MEMBERS, SHALL BE SHOP WELDED WITH 1/8" FLARE GROOVE WELDS x 11T' LONG, BOTH SIDES AT 12" OC. INSULATION PROVIDE INSULATION IN BOXED OR BUILT-UP FRAMING MEMBERS AS REQUIRED BY THE ARCHITECTURAL DRAWINGS. COLD -FORMED STEEL JOISTS JOISTS ARE ASSUMED TO HAVE FULL LATERAL SUPPORT WITH DECKING ATTACHED TO THE COMPRESSION FLANGE. JOIST ENDS MUST BE BRACED BY RIM TRACK OR BLOCKING. MINIMUM 3 1/2" JOIST BEARING WIDTH AT WALLS. ADD WEB STIFFENER IF BEARING WIDTH IS LESS THAN 3 1/2". ERECTION 1. EACH JOIST, RAFTER, ROOF TRUSS, AND WALL STUD SHALL BE IN VERTICAL ALIGNMENT OVER THE ENTIRE BUILDING HEIGHT. 2. STUDS SHALL BE SEATED INTO THE TOP AND BOTTOM TRACKS WITH LESS THAN 1116" GAP BETWEEN THE END OF THE STUD AND THE WEB OF THE TRACK. 3. HANDLING AND LIFTING OF PREFABRICATED PANELS SHALL NOT CAUSE PERMANENT DISTORTION TO ANY MEMBER. FIELD CUTS AND NOTCHES FIELD CUTS OR NOTCHES OF ANY KIND ARE NOT PERMITTED IN LOAD -BEARING COLD - FORMED STEEL MEMBERS. IF A FIELD CUT IS REQUIRED, THE CONTRACTOR SHALL RECEIVE DIRECTION FROM THE ARCHITECT PRIOR TO CUTTING. PERMANENT WALL BRIDGING WALL BRIDGING AND BRIDGING ANCHORAGE SHOWN IN THESE DRAWINGS SHALL BE CONSIDERED AS PERMANENT. THIS BRIDGING MUST BE IN PLACE PRIOR TO APPLYING AXIAL LOAD TO STUDS, AS ANCHOR BOLT KSF KIPS PER SQUARE FOOT ADDI_ - ADDITIONAL LF LINEAL FOOT ADH ADHESIVE LFH LONG FACE HORIZONTAL ADJ ADJUSTABLE LLH LONG LEG HORIZONTAL AFF ABOVE FINISH FLOOR LLV LONG LEG VERTICAL ANCH ANCHOR LNGT LONGITUDINAL ARCH ARCHITECTURAL LP LOW POINT B/ BOTTOM OF MAX, MAXIMUM BLDG BUILDING MFR MANUFACTURER BLKG BLOCKING MIN MINIMUM BM BEAM MISC MISCELLANEOUS BN DIAPHRAGM BOUNDARY NAILING MOM MOMENT BOT BOTTOM NIC NOT IN CONTRACT BTWN BETWEEN NO NUMBER CC CENTER TO CENTER NOM NOMINAL CFS COLD -FORMED STEEL NS NEARSIDE CL CENTERLINE NITS NOT TO SCALE CLG CEILING OC ON CENTER CLR CLEAR OF OUTSIDE FACE COL COLUMN OPNG OPENING CONIC CONCRETE OPP OPPOSITE CONN CONNECTION P POST CONST CONSTRUCTION PAF POWER ACTUATED FASTENER CONT CONTINUOUS PC PIECE CONTR CONTRACTOR PEN PENETRATION COORD COORDINATE PL PLATE CTR CENTER PLWD PLYWOOD DBL DOUBLE PNL PANEL DEMO DEMOLISH PSF POUNDS PER SQUARE FOOT OFT DETAIL PSI POUNDS PER SQUARE INCH DIA DIAMETER PT POST -TENSIONED DIAG DIAGONAL R RADIUS DKG DECKING REM REMAIN(DER) ON DOWN REQ'D REQUIRED DO DITTO RND ROUND DWG DRAWING RO ROUGH OPENING EA EACH RTN RETURN EF EACH FACE SCHED SCHEDULE EL ELEVATION SECT SECTION EN PANEL EDGE NAILING SHT SHEET EQ EQUAL SHTG SHEATHING ES EACH SIDE SIM SIMILAR EW EACH. WAY BOG SLAB -ON -GRADE EX EXISTING SP SPACE EXP EXPANSION SPEC SPECIFICATION EXT EXTERIOR SQ SQUARE FF FINISH FLOOR STD STANDARD FIN FINISH STIFF STIFFENER FLR FLOOR STL STEEL FS FARSIDE STRUCT STRUCTURAL FT FEET SUPP SUPPORT GA GAUGE SYM SYMMETRICAL GEN GENERAL T&B TOP AND BOTTOM GWB GYPSUM WALL BOARD T&G TONGUE AND GROOVE HGR HANGER T/ TOP OF HK HOOK TB TABLE HORIZ HORIZONTAL THK THICKNESS) IBC INTERNATIONAL BUILDING CODE THRU THROUGH IF INSIDE FACE TRANS TRANSVERSE IN INCH TYP TYPICAL INFO INFORMATION UNO UNLESS NOTED OTHERWISE INT INTERIOR VERT VERTICAL JST JOIST VIF VERIFY IN FIELD JT JOINT W/ WITH K KIP (1,000 LBS.) W/O WITHOUT WP WORKPOINT GENERAL SYMBOLS 1U GRID BUBBLE pV�p a li3: SURFACE - SLOPEUP .O N ��..a' O SURFACE - STEPPED w U) T ' LD p z� 777;�� SURFACE -SLOPE DOWN QS� SURFACE -SLOPE TWO WAYS ttV 0. N UNDISTURBED O ANYPREPARED SUBGRADE. SEE SPECIFICATIONS FOR TYPE OF MATERIAL AND PREPARATION METHOD. PLAN NORTH NORTH NORTH ARROW , rat Andover Park East STANDARD SECTION CUTS Floor 1 790 Andover Park East BUILDING SECTION CUTS Tukwila, WA 98188 1 S3.1 ELEVATION OF WALL OR FRAME DESIGN: 100'-0" SPOT ELEVATION: TOP OF PLYWOOD DRAWN: / TOP OF CONCRETE CHECKED: TOP OF STEEL NO.: 1900038 TOP OF CONCRETE ELEVATION TOP OF STEEL ELEVATION 1cpff TtSLAB — REFERENCE ELEVATION. REFER TO PLAN 1601 Fifth Avenue, Suite 1600 UNLESS NOTED OTHERWISE. Seattle, WA 98101 LEVEL 01 206.622.5822 ELEVATION OF LEVEL kpff.com 'WP WORKPOINT P — ...`3. DIRECTION OF DOWNWARD SLOPE --� DIRECTION OF SPAN%3'�r ooar,.ns `SE die EXISTING FRAMING � FRAMING SYMBOLS Rev. Description Date PERMITSUBMITTAL 01.29.19 BEAM / GIRDER / JOIST __..............._. _..--_. WALL ABOVE THIS LEVEL WITH HEADER BELOW __..... _........... __.............._— C-7-- :3 WALL BELOW THIS LEVEL WITH HEADER BELOW — ---- -- ---- WALL ABOVE THIS LEVEL WALL BELOW THIS LEVEL RECEIVED CITY OF TUKWILA MAR 112019 DRAWING LIST PERMIT CENTER S-0.1 STRUCTURAL NOTES AND DRAWING LIST[REV15�E_�B'TFOROMPLIANCES-3.1 FRAMING PLANS ROVEDS-3.2 COLD -FORMED FRAMING DETAILS S-3.3 COLD -FORMED FRAMING DETAILS 22 2019S-3.4 COLD -FORMED FRAMING DETAILS Tukwila DIVISION STRUCTURAL NOTES AND DRAWING LIST F. $ -) 2'. and s r N r N Q C m S O. r O � MOSA Andover Park East v7 Floor 1 790 Andover Park East Tukwila, WA 98188 I— 0° I " DESIGN: Desinner REVIEWED FOR CODE COMPLIANCE APPROVED RECFIViD CITY OF TUK, %VILA 1 MAR 22 2019 MAR i i219 city 01TUkwila 9 e ¢ I x 1 I j BUILDING DIVISION PERMIT CE{VTER COLD-FORMED1. SEE ARCHITECTURAL MING PLAN NOTES: CFTEC L DRAWINGS FOR WALL TYPES AND FOR ,4..,. r. ,_..... , .:-, .. �u..a.,,:,W�..� .,,.,. .. ..�.N m. m• m. ,_ .».w-r '� NON -BEARING WALL LOCATIONS. CF2. BOTTOM OF JOIST ELEVATION TO BE +10'-0" UND. CF3. SEE 12/S-3.2 FOR WALL STUD AND FASTENING SCHEDULES. CF4. J-1 INDICATES JOIST PER 12/S-3.2. ' Ij CF6. B•1 INDICATES BEAM PER 12/5-3.2. CF6. ClPwD INDICATES POST PER 12/S-3.2. OVERALL FLOOR PLAN ENLARGED FLOOR PLAN FRAMING PLANS 1500050-54 COLD ROLLED CHANNEL SPLICE W/ 6" LONG CHANNEL AND (3) #10 SCREWS, EACH SIDE AT CONTRACTOR'S OPTION: SIMPSON SUBH/MSUBH BRIDGING CONNECTOR OR 1-1/2x1 _112 x54 MILx(STUD WIDTH-1/2") ANGLE W/ (2) #10 SCREWS EA LEG TISO-54TOP AT BEARING HEADER PE SCHEDULE SILL PER SCHEDULE T150-54 BOI TRACK AT BEARING W. BRIDGING ANCHORAGE PER 5IS-3.2 WALL STUDS PER SCHEDULE 12IS-3.2 BRIDGING PER IIS-3.2, TYP TYPICAL WALL HEADER AND SILL SCHEDULE MAX ROUGH OPENING WIDTH HEADER SILL 6'-0" 60OS250-54 , (2) 600TI50-54 600T150-54 12'-0" (2) 800SI62-54 + (3) 60OT150-54 600S1 62-54 - (2) 600TI 50-54 TYPICAL STUD FASTENING SCHEDULE F_ LOCATION FASTENERS NOTES TU.-TO-TRACK #10 SCREWS EACH FLANGE FLANGE WIDTH S200 OR LESS (2) #10 SCREWS EACH FLANGE FLANGE WIDTH S250 OR GREATER BACK-TO-BACK STUDS (2) #10 SCREWS @ 24" OC, 2' GAUGE WEB FASTENING NOTES: 1, AT WALL CORNERS, SEE 10/S-3.2 FOR STUD FRAMING AND 61S-3.2 FOR TRACK INTERSECTION. I SEE 5/S-3.3 FOR ANCHORAGE OF NON -BEARING WALLS TO JOIST FRAMING, 3. SEE ARCHITECTURAL DRAWINGS FOR NON-STRUCTURAL WALL TYPES, 4. ALL BUILT-UP HEADER AND SILL MEMBERS SHALL BE CONTINUOUS OVER THE FULL OPENING WIDTH. ALL BUILT-UP POST MEMBERS SHALL BE CONTINUOUS OVER THE FULL STUD HEIGHT. 5. TRACK SHALL MATCH STUD WIDTH UNLESS NOTED OTHERWISE. LJJ CD nl cn'-'r W 'S I Z co a, < 0. p > a) 01 = CD 0) 0, M BOT TRACK SPLICE PER 71S-3.2. \ POST AT JAMB im 6. RIM TRACK SHALL BE T150-54 WITH WIDTH TO MATCH JOIST SIZE. WINDOW OPENINGS DOOR OPENINGS PER PLAN, I TYP TYPICAL WALL -�TYP COLD -FORMED STUD BRIDGING TYP STEEL STUDMALL ELEVATIONS OSAM, I NO SCALE NO SCALE Andover Park East Floor 1 790 Andover Park East STRONGBACK STUD i PIPE OR S162 NESTED STUD To MATCH WALL CONDUIT Tukwila, WA 98188 STUDS,TYP 1-1/2x1-1/2x5 MILX(STUD WIDTH 112") W EA LEG, TYP To MATCH TOP TRACK GAUGE (3) #10 SCREWS, TYP EA SIDE OF SPLICE CHANNEL BRIDGING PER CLIP LEGS OF ONE TRACK II5-3,2, TYP TRACK TO OVERLAP AT CORNER COLD -FORMED BEARING WALL STUD SCHEDULE LOCATION STUD SIZE AND SPACING PARTIAL HEIGHT WALLS 362S162-33 @ 24' OC FULL HEIGHT WALLS 6 OS200-43 @ 24- OC 1601 Fifth Avenue, Suite 1600 Seattle WA 8101 206.62�9 .5822 kpff.-. NOTES' TYP CHANNEL BRIDGING 1. WALL STUDS BELOW NOT SHOWN FOR CLARITY. ANCHORAGE - 6" OR 8" WALL 6 TYP TRACK LAP AT CORNERS TYP TRACK SPLICE NO NO SCALE (�) SCALE NO SCALE INTERRUPTED I BRIDGING11 U-1 Ful 4 01 'NGL REW: SECT A SECT B - S-3. N U, 1-1/2x1-1/2x54 MILHX(STUD 10 WIDTH SCREWS -1(2') ANGL TOSTUD 1(2) AND(2)"12" "to 0� 1 0� EMBED PAF TO CONCRETE NOTES* (4)#10SCREWS 1. TOP TRACK CONDITION SHOWN, BOTTOM TRACK SPLICE IS SIMILAR. 2. TOP & BOTTOM TRACK SPLICES SHALL BE STAGGEREDV-0" MIN. 12'-0" MAX SPACING BETWEEN kkX STRONGBACK STUDS 2 WALL STUDS PER PLAN BOTTOM TRACK BELOW STRONGBACK STUD BRIDGING CHANNEL ANGLE PER 5/S-3.2 ANGLE PER I IS-3.2 SECTION A - TYPICAL STRONGBACK STUD, TYP WALL STUDS 1E1 PLAIN, TIP ANGLE PER BRIDGING IIS-3.2, TYP I CHANNEL, TYP ANGLE PER 5IS-3.2, TYP - PIPE OR CONDUIT SECTION B - AT INTERRUPTED BRIDGING IN BRIDGING ANCHORAGE DETAIL NO SCALE #10 SCREWS #10 SCREWS @ 24" OC, TYP @ 24" OC IN (2) ROWS WALL STUDS 1 1" TYP i I � I "--r STUD OR TRACK —tr, INSULATE AS REQ'D TRACK STUD PER ARCHITECTURAL DRAWINGS — TEE INTERSECTION ALTERNATE TEE INTERSECTION #10 SCREWS 24" OC, TYP #10 SCREWS I" MIN @24-OC --- \1 WALL STUDS MATCH WALL f STUDS INSULATE AS RU1) TRACK PER ARCHITECTURAL DRAWINGS CORNER ALTERNATE CORNER 300 x 2 1/2" SIMPSON TITEN HD SCREW ANCHOR @ EA STUD TRACK PER 2IS-12 IIIII&W-1:3 NOTES' 1. FILL GAPS BETWEEN TRACK AND SLAB WITH STEEL OR LOAD BEARING PLASTIC SHIMS. SHIMS SHALL BE LOCATED DIRECTLY BENEATH ALL STUDS AND PLACED WITH FIRM AND FULL BEARING. SHIMS SHALL BE POSITIVELY ATTACHED TO THE BOTTOM TRACK. SHIM PRODUCT DATA SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO INSTALLATION. 2. IN LOCATIONS WHERE THE GAP BETWEEN THE BOTTOM OF THE TRACK AND THE lot TOP OF SLAB EXCEEDS 114", THE GAP SHALL BE FILLED WITH FLUID GROUT, A 314" DIA HOLE CENTERED IN TRACK WIDTH SHALL BE DRILLED AT 4'-0'OC MAX TO ENSURE SOLID GROUTING BENEATH THE TRACK. 3. WHERE THE GAP BETWEEN THE BOTTOM OF THE TRACK AND THE TOP OF SLAB EXCEEDS 1', CONTACT THE ENGINEER FOR ALTERNATIVE PROCEDURES. @HTSTUD CORNER FRAMING TYP BOTTOM TRACK CONNECTION —i1 1 NO SCALE COLD -FORMED POST SCHEDULE TYPE MARK TYPE P-1 (2) 362S200-54 P-2 (2) 362SI62-33 COLD -FORMED JOIST SCHEDULE TYPE MARK TYPE AND SPACING MAX SPAN J-1 600S162-33 @ 24" OC ly-o" J-2 600SI62-54 @ 24" OC 16-0" J-3 800S16254 @ 24" OC 19-0" J-4 1000S162-54 @ 24" OC 29-0" J-5 I 140OS250-68 @ 24" OC 3Z-0" COLD -FORMED BEAM SCHEDULE TYPE MARK TYPE TYPE COMMENTS B-1 (2) 140OS250-97 BOXED B-2 (2) 1 00OS200-68 BOXED CEILING FASTENING SCHEDULE LOCATION FASTENER NOTES RIM TRACK TAB TO JOIST (3) #12 SCREWS RIM TRACK TO STUDS (3) #12 SCREWS 128 Rev. Description Date PERMITSUBMrrTAL 01,29.19 MAR 22 2019 by of Tuk0a COLD -FORMED FRAMING DETAILS RECEIVED CITY OF WKWILA COLD -FORMED MAR 112019 UNOPERMIT CENTER S-3.2 R JOISTS PERPENDICULAR TO WALL a..I 1mu-p U. 40-,I LEGS. PROVIDE (2) #10 SCREWS TO EA JOIST WALLSTUD JOIST PER PLAN, TYP 1-1l2x1-112z54 MILx 0'-6" ANGLE W/ (3) #12 SCREWS EA LEG I I I o I JOIST PER ° I PLAN, TYP - I ALLOW FOR 314"m BLKG @ 48" OC TO 1 VERTICAL MOVEMENT MATCH JOIST SIZE - I RIM TRACK RIM TRACK TAB, ATTACHMENT TO FASTENERS TO STUDS PER PLAN JOIST PER PLAN. I I I o o l o o I o o l o o to I I to o I ° to 6" 1 6" RIM TRACK PER 2/S-3.2 T(JOIST WALL TOP TRACK BEYOND JOIST PER PLAN, TYP N TOP TRACK PER 2/S-3.2 - o RIM TRACK PER 2/S-3.2 - RIM TRACK TAB BY MANUFACTURER, FASTENERS TO JOIST PER PLAN. — #10 SCREW TO TOP AND BOTTOM FLANGE AT / EACH JOIST — NESTED JOIST SECTION TO MATCH RIM TRACK SIZE AND WALL STUDS Ij NON -LOAD BEARING PARALLEL PERPENDICULAR WALL STUDS PER O`er STUD WALL PER ARCH NOTES: PLAN,TYP NOTES: 1. DO NOT SPLICE RIM TRACK ABOVE WALL OPENINGS. 1. ATTACH RIM TRACK TAB TO BACKSIDE OF JOIST WEB. 2. RIM TRACK FASTENING TO STEEL STUDS PER PLAN. �D TYP BEARING WALL RIM TRACK SPLICE TYP JOIST TO RIM TRACK CONN PSAM G NO SCALE NO SCALE NO SCALE Andover Park East BLOCKING @48"oc Floor 1790 Andover Park East Tukwila, WA 98188 FRAMING I I T/JOIST ° RIM TRACKTAB, _ FASTENERS TO JOIST PER PLAN, TYP ° RIM TRACK FASTENERS TO STUD PER PLANS TYP JOIST PER PLAN, ALIGN W/STUD L - RIM TRACK PER 2/5-3.2, TYP FRAMING GAUGE WI (8) #12 6„ SCREWS TO EA RIM PER PLAN TRACK WEB AUN OFO CxyO161F - - - - - - - BLOCKING TO MATCH WALL STUDS OR 1 0 0 STUDMOIST SIZE ---- - CEILING JOIST PER PLAN DESIGN: Designer �- JOIST PER PLAN, TYP T150-54 DRAWN: Author Wl (4) #10 CHECKED: Checker 1 1/2" SCREWS NO.: 1900038 WALL STUD - TO POST 0 ----� °I I SCREWS TO 1-1(2xI-1/2x54 1 ° o EA LEG — Ml DMlLxTHT1lT') ANGLE kpff 2" (2) #10 SILL PER 2/S-3.2 W/ (3) #10 SCREWS - ALLOW FOR 3(4"t �' SCREWS EACH LEG - I VERTICAL MOVEMENT 1-1/2x54 MILx(STUD WIDTH-2") 1-1/2x1-1/2x54 MILx(STUD @ 24" OC ° - POST POST ANGLE W( (2) #10 SCREWS EA LEG WIDTH-1/2") ANGLE W/ (2) _ PER 1601 Fifth Avenue, Suite 1600 I #10 SCREWS EA LEG _ PER 1 PLAN I HEADER o °, PLAN "�=---- ° Seattle, WA 98101 y. (2) #10 (2^ 1 I - #10 SCREWS ° 206.622.5822 I PER 21S-3.2 #10 o SCREWS I @ 24" OC, TYP kpff.com 1 -- NON -LOAD BEARING SCREWS @ @ 24" OC _ I I STUD WALL PER ARCH 24" OC, TYP o - I v NOTES: INSULATE AS REQ'D 1-112x1-1/2x54 � I I 1. ALTERNATE ANGLE CLIP POSITION ABOVE AND BELOW BLOCKING IN ADJACENT PER ARCHITECTURAL MILx(STUD WALL STUD ---� BAYSAS REQUIREDTOAID CONSTRUCTABILITY OF ANGLE CLIP FASTENERS. DRAWINGS - WIDTH-1/2") �-6'LONG k JOISTS PARALLEL TO WALL a i TOP&BOT W/ (3 L._ STUD q '�{ nett SCREWS EACH LEG, ... SECTION 5e, 4 TYP-..._............. W/(4)#10 SCREWS TO POST TYP TOP OF NON -LOAD FIVE PIECE FIVE PIECE HEADER THREE PIECE SILL THREE PIECE SILL SECTION JAMB CONNECTION HEADER SECTION JAMB CONNECTION e BEARING WALL ANCHORAGE � BLOCKING DETAIL 5 NO SCALE V NO SCALE BUILT-UP POST PER PLAN Rev. Description Date PERWILLEMITTAL 01.29,19 INSULATE IT RTQ'D _............... _.._— _— —._ PER ARCHITECTURAL BOTTOM TRACK DRAWINGS 1'-0„ FASTENER PER 11(S-3.2 _—..........._......--_ WALL OPENING- MAX -- -- 1-1/2x1-112x54 - WALL STUD -- - I MILx(STUD i SILL PER WIDTH-1/2") ANGLE �--POST #10 SCREWS SIMPSON SSC W7 BOTTOM TRACK PER 2/S-3.2 1 I POST 21S-g 2 ... W/ (3) #10 SCREWS @ 24' OC AT EACH 3/8"0 CONCRETE I I {2) #10 SCREWS PER EACH LEG - PER - -- TRACK LEG SCREW ANCHOR I 2" 1 ;@ 24" OC PLAN - PLAN - WALL sTuos PER REj PLAN, TYP -.--. --_ THREE PIECE POST - COD ° A -- WALL OPENING HEADER SCREWS @ 1-112x1-1/2x54 1 I " PER 2/S-3.2 24" OC, TYP I �� MPOST PER PLAN MILx(STUD - WALL STUD 6" LONG INSULATE AS REQ'D WIDTH-1!2")ANGLE p-0" BOTTOM TRACK PER ARCHITECTURAL ' TOP &BOTW/(3)#10 STUD _SECTION �.liMAX FASTENER PER 11(S-3.2 DRAWINGS TYFEWS EACH LEG, �1 WI(4)#10 BUILD _ _ _ _ _ SCREWS THREE PIECE THREE PIECE HEADER ONE PIECE SILL ONE PIECE SILL TO POST HEADER SECTION JAMB CONNECTION SECTION JAMB CONNECTION COLD -FORMED FRAMING ------- DETAILS -- SIMPSON SSC W( BOTTOM TRACK RECEIVED 318"f0 CONCRETE PER 2/S-3.2 CITY OF TUKWILA SCREW ANCHOR WALL STUDS PER ONE PIECE POST PLAN, TYPMAR 1120119 PERMIT CENTER 1 00 12 NO SCALE TYP WALL POST AT JAMB 1 TYP WALL HEADER TYP WALL SILL S-3.3 MATCH RIM TRACK TO ....-_.._....__ ........... — —. — — — ...—.......—...—......— STUD FASTENING PER RIM TRACK PER PLAN, PLAN, TYP -- TYP BOX BEAM RIM TRACK TAB, 4 MIL PL EACH IDE, EACH END OF t g�@ PER PLAN — FASTENERS TO JOIST JOIST OR BLKGOX BEAM W/ (8) # " #10 SCREWS PER PLAN, TYP PER PLAN --0 SCREWS TO BOX (4) #10 SCREWS, BRIDGING TO. @ 12" OC, TYP ND (8) #10 BLOCKING, TYP ----- RIM TRACK --.CREWS TO POST BLOCKING @ 8'-0- OC AND AT END BAYS, TYP. MATCH JOIST SIZE. — -------_5 TlJOIST TiJOIST L IJ _I - 1.1/2x1-1/2x54 _ MATCH TYP ; I JA I MILxO'-6" ANGLE WI(3)#12 WALL TRACK I#10 SCREW, SCREWS TO EABRIDGING TO EALEG. TYP JOIST, TYP - O - JOIST OR BLKG BOX BEAMM°, PER PLAN, TYP PER PLAN — POST PER PLAN �gp' "' W O r u 01 CONTRACTOR'S OPTION 3-1/2x33 MILx Q SELECT ONE OF THE THREE BRIDGING TYPES SHOWN. SPACE CONT STRAP -� BRIDGING AT 8'-0" OC, MAX: 1. TRADEREADY 1500050-54 BOX BEAM SECTION - _.. BEAM CONNECTION TO POST STRUCTURAL BRIDGING 2. U-CHANNEL BRIDGING O 3. FLAT STRAP BRIDGING fYY NOTES: 1. DO NOT SPLICE BOX BEAM ABOVE OPENING. TYP BOX BEAM PSAV. T Y� JOIST BRIDGING NO SCALE ,, `* NOscALE Andover Park East Floor 1 --- (2) 1/4"0x1 3/4" SIMPSON — (2) 1/4"0x1 3/4" SIMPSON TITEN TITEN 2 CONCRETE SCREW, 2 CONCRETE SCREW @ 24" OC 790 Andover Park East TYP@EAJOIST CONNECTION Tukwila, WA 98188 — (2) #12 SCREWS @ EA JOIST — T150-54 CONT TRACK,DEPTH TO MATCH JOISTS '..., JOIST PER PLAN —......... j DESIGN: Designer _________________ DRAWN: Author '., CHECKED: Checker It NO.: 1900038 ® O O 1Tff O OP ' O O O 1601 Fifth Avenue, Suite 1600 " Seattle, WA 98101 ''. 206.622,5822 kpff.com - CEILING JOIST PER PLAN BLOCKING @ 48" OC TO MATCH JOIST SIZE p j—T150.54 CONT TRACK, DEPTH TO MATCH JOISTS (2) #12 SCREWS ,y 1� / EX CONC WALL — EX CONC WALL JOISTS PERPENDICULAR JOISTS PARALLEL ' ° � y'� °°"' CONNECTION AT EXISTING CONCRETE WALL Itis��A NO SCALE FA REVIEWED FOR CODE COMPLIANCE APPROVED MAR 22 209 City of Tukwila BUILDING DIVISION RECEIVED Poa" CITY OFTUK%VILA COLD —FORMED FRAMING MAR 112019 DETAILS PERMIT CENTER 534