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HomeMy WebLinkAboutPermit D17-0154 - HEATCON - RESTROOMS AND BREAKROOMHEATCON 600 ANDOVER PARK E D17-0154 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No: 2623049100 Permit Number: D17-0154 Address: 600 ANDOVER PARK E Issue Date: 8/21/2017 Permit Expires On: 2/17/2018 Project Name: HEATCON Owner: Name: BANASKY HOWARD V Address: 600 ANDOVER PARK E , TUKWILA, WA, 98188 Contact Person: Name: ADRIANNE MARTIN Phone: (206) 324-4800 Address: 311 FIRST AVE SOUTH , SEATTLE, WA, 98104 Contractor: Name: JOHNSON TENANT IMPROVEMENT Phone: (206) 660-5286 INC Address: P.O. BOX 1149 , BOTHELL, WA, 98041- 1149 License No: JOHNSTI092PA Expiration Date: 3/10/2018 Lender: Name: HEATCON Address: 600 ANDOVER PARK E , TUKWILA, WA, 98188 DESCRIPTION OF WORK: DEMOLITION OF EXISTING MAIN FLOOR RESTROOMS. INSTALL NEW BREAKROOM WITH KITCHENETTE AND TWO (2) NEW MULTI -OCCUPANT ACCESSIBLE RESTROOMS TO MEET CURRENT CODE REQUIREMENTS. ALL WORK TO BE DONE WITHIN EXISTING CONDITIONED SPACE. Project Valuation: $150,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIIB Electrical Service Provided by: TUKWILA Fees Collected: $3,401.08 Occupancy per IBC: S-1 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: P ^47-4 —( 7 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of thi_.ermi state or local la development p Signature: Print Name: pt presume t uction or th e conditi give authority to violate or cancel the provisions of any other performance of work. I am authorized to sign and obtain this s attached to this permit. Date:A/ &1 . l I 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: 4: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 0 0 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 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. (IFC 1008.1.8.3 subsection 2.2) 7: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 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 or twisting of the wrist to operate. (IFC 1008.1.9.1) 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 of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 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 of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" 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 be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of 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 is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 12: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not 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 or on-site generator. (IFC 1011.6.3) 16: 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 is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 14: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 13: All new sprinkler systems and all modifications to existing 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 to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 18: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 17: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 19: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 20: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 15: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 21: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 22: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 23: ***BUILDING PERMIT CONDITIONS*** 24: 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. 25: 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. 26: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 27: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 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 a timely manner. 29: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 30: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 31: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 32: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 33: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 34: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 35: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 36: 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. 37: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 38: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 39: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 40: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 41: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0201 FOOTING 0200 FOUNDATION WALL 0409 FRAMING 0606 GLAZING 4037 SI -CAST -IN-PLACE 4000 SI -CONCRETE CONST 4046 SI-EPDXY/EXP CONC 4034 SI -METAL PLATE CONN 4035 SI -SOILS 4025 SI -STEEL CONST 4004 SI -WELDING 4032 SI -WOOD CONST 0406 SUSPENDED CEILING CITY OF TUKFICA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Building Peri—t No. � 7� 0 C S if Project No. Date Application Accepted: (o 10—r 7 Date Application Expires: p---0-17 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 600 Andover Park East Tenant Name: HeatCon PROPERTY OWNER Name: Adrianne Martin Name: Howard V Banasky City: Seattle State: WA Zip: 98104 Address: 600 Andover Park East Email: adrianne.martin@jacksonmain.com City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Adrianne Martin Address: 311 First Avenue South City: Seattle State: WA Zip: 98104 Phone: (206) 324-4800 Fax: Email: adrianne.martin@jacksonmain.com GENERAL CONTRACTOR INFORMATION Company Name: Johnson TI Address: 19613 81st Avenue S, Suite H City: Kent State: WA Zip: 98032 Phone: (425) 785-3998 Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line \201 1 ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 bh King Co Assessor's Tax No.: 262304-9100 Suite Number: Floor: New Tenant: Yes ..No ARCHITECT OF RECORD Company Name: Jackson Main Architecture Architect Name: Gregg Percich Address: 311 First Avenue South City: Seattle State: WA Zip: 98104 Phone: (206) 324-4800 Fax: Email: gpercich@jacksonmain.com ENGINEER OF RECORD Name: none Company Name: Structural Phil c. Engineer Name: Phillip Van Heyningen Address: 7675 Nahahum Canyon Road Address City: Cashmere State: WA Zip: 98815 Phone: (509) 881-0824 Fax: Email: structuralphil@gmail.com City:rt-i , tt_,,,- LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: none -i^ c. Address City:rt-i , tt_,,,- State Zip f��v�r Page 1 of 4 BUILDING PERMIT INFORMATIO —206-431-3670 Valuation of Project (contractor's bid price): $ 150,000 Describe the scope of work (please provide detailed information): Demolition of existing main floor restrooms. Install new break room with kitchenette and two (2) new multi -occupant accessible restrooms to meet current code requirements. all work to be done within existing conditioned space. Existing Building Valuation: $ Will there be new rack storage? E Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Ell Sprinklers Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If "yes ; attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Fomu-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1s` Floor 21,791 1,640 0 0 IIIB S-1, B 2"i Floor 5,467 0 0 0 IIIB S-1, B 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Ell Sprinklers Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If "yes ; attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Fomu-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOr—:ATION — 206-433-0179 Scope of Work (please provide detailed information): Existing Building Tenant Improvement. No work to existing site this permit. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District O ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District 0 ...Tukwila ❑ ...Sewer Use Certificate O .. Highline ❑ ...Valley View ❑ .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report 0 ...Traffic Impact Analysis ❑ ...Bond 0 .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreements) 0 ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way 0 ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements 0 ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑.. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line VI ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... II WO # 0 ...Temporary Water Meter Size .. WO # 0 ...Water Only Meter Size II WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private 0 O ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 [ERMIT 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 C t Y THAT I HAVE BUILDING EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER STATE o WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Date: 06/05/2017 Signature: Print Name: Adrianne Martin Day Telephone: (206) 324-4800 Mailing Address: 311 First Avenue South H:\Applications\Forms-Applications On Line \2011 Applications\Pormit Application Revised - 8-9-11.docx Revised: August 2011 bh Seattle WA 98104 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $69.87 D17-0154 Address: 600 ANDOVER PARK E Apn: 2623049100 $69,87 Credit Card Fee $2.04 Credit Card Fee R000.369.908.00.00 0.00 $2.04 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R12565 R000.345.830.00.00 1.00 $67.83 $ fi9.87 Date Paid: Friday, October 13, 2017 Paid By: WILLIAM JOHNSON Pay Method: CREDIT CARD 02246D Printed: Friday, October 13, 2017 12:37 PM 1 of 1 CATIOVSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY PermitTRAK PAID $2,078.60 D17-0154 Address: 600 ANDOVER PARK E Apn: 2623049100 $2,078.60 DEVELOPMENT $1,979.83 PERMIT FEE R000.322.100.00.00 0.00 $1,975.33 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.S0 TECHNOLOGY FEE $98.77 TECHNOLOGY FEE R000.322.900.04.00 0.00 $98.77 TOTAL FEES PAID BY RECEIPT: R12179 $2,078.60 Date Paid: Monday, August 21, 2017 Paid By: HOWARD BANASKY Pay Method: CHECK 5298 Printed: Monday, August 21, 2017 1:27 PM 1 of 1 et4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,322.48 D17-0154 Address: 600 ANDOVER PARK E Apn: 2623049100 $1,322.48 Credit Card Fee $38.52 Credit Card Fee R000.369.908.00.00 0.00 $38.52 DEVELOPMENT $1,283.96 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R11647 R000.345.830.00.00 0.00 $1,283.96 $1,322.48 Date Paid: Tuesday, June 06, 2017 Paid By: GREGG PERCICH Pay Method: CREDIT CARD 006454 Printed: Tuesday, June 06, 2017 3:35 PM 1 of 1 RSYSTEMS (o. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 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: 0-770,41/TYpefi of Inspection: La/V6 6 / /A/4 — Addresss: (at)0 / j,Mppll f: Date Called: Special Instructions: Date Wanted: j2 4611 % a.m. p.m. Requester: Phone No: EApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: 80tLDiN6- Inspector: 5 Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D17-©(5 Project: f7zvY Type of Inspection: 1,U/4 'NC iNI-L._ Address: 6 t5)/ R ,9 /c' &-- Date Called: Special Special Instructions: Date Wanted: C%-/ l7 a.m. p.m. Requester: Phone No: Approved per applicable codes. LTJ Corrections required prior to approval. COMMENTS: /1-ecess'B(_,<- ,4/°-ian�'�d`i,+ne's A e9 LT /ROT - Inspector: Date: .//- REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 jig-oiS j Project: / 7264/ Type of Inspection: 80/ 1 -DING- F/141— Address: 400 ,/I/DbVeR K E Date Called: Special Instructions: Date Wanted: /2-/,/7 p n'; Requester: ,5/1_1.— 8/LLPhone PhoneNo: "2,06- laero- 5281 Approved per applicable codes. Corrections required prior to approval. COMMENTS: pr RF401 Inspector: Rs Date: f3-/7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedule reinspection. INSPECTION RECORD Retain a copy with permit 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 pi 7- 015y Project: Type of Inspection: Address: 600 i bi(6‹ PSK', Date Called: Special Instructions: VI2. I 6:4-1L-1/1/6-(2 6-14-2-1AG Date Wanted: - `5 •i7 Oh57),SP4 p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: e> — (51 "t''0 e is/iYG- ciK - 0-444-A QVC)i z--/6/7774/6' Inspector: Date: /2 5 -17 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECOR Retain a copy with perm!, 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 Dl1-n(5`i- 7Ds9 Project: / pro Type of Inspection: 65A/c-/ afre Address: ea) /lltt0VZ t -RK E Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: L7:J Approved per applicable codes. Corrections required prior to approval. COMMENTS: c9f ' PRS /btJerz 0 Inspector: Date: // /4/ 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 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Di7-G1s� Project: �/� �/ Type of Inspection: 0/ Address:Date 600 Avtzv r > Kz4- Called: Special Instructions: Date Wanted: a.m. ` // 7-17 P.m. Requester: 511- 1--- A) 104 Phone No: /_ 245te " (Eta° — f. -;28<e 'Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: 6k— f 4r'vtjN - Inspector: Date: /7- 717 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 .p67- GfS� Project: ,497GU/f Type of Inspection: 1/,A,04 -7/6.r✓ /4/44- z_ Address: eaCe1 NlOoVRR otkk g Date Called: Special Instructions: p-Prw1 T ON Irk Date Wanted:C T. m /�/ /� pm . Requester: Phone No:9z5 7g5 09ge 4 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: f o f)477oP Inspector: 7s Date:,/ / � 7 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 .1)17-015y Project: Type of Inspection: r7N&A/fes1770//.9c307-7N6- Address: ddress: 440Q *'6likR Me� £. Date Called: Special Instructions: Date Wanted: /6—/9f /7 a.m. p.m. Requester:, Phone No: Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: ok -- 77N6-- Inspector: �S Date: 7 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 Dt7-©j —� Project: Type of Inspection: Address: &Xi /1480DWR R FM< if, Date Called: Special Instructions: Date Wanted: /0-/ 7-17 a. .m. Requester: 11/z—L Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: A/o P,rf:r%°G/ % oR /3/44/1/5" /WelL/5C Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 011 -01s-Lr PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: a_.Type of -Inspection: A96Address: Suite #: (COD Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: A ._ if1 // Gorte-An-i _.e Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 Inspector: E f es...-- , 74/(17 Date: �'�0,/j, Hrs.: / G $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit hfl - of CV I7-/ -Z/3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:l� Sprinklers: Type of Inspecttiion: Address: Suite #: Qtt /PE Contact Person: Special Instructions: Occupancy Type: Phone No.: [pproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: — ICM71 ---- 47, frael Occupancy Type: fi // 4,1-7-..4.6..„,-, -- C2,;, -,--_--c?4 '-1-7 /jo ?7 4--4- 7 S.f,eci -e Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Mica Date: j/ -/j —7 Hrs.: h 0 I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit —GJc'L „PERMITI_.NUMBERS, CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: fi rt r9 C o- Type of_Inspection: i‘"1.11" 0;2 iN k Address: /' Suite #: 06 tJ ;1---p-- (., Contact Person: .' Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Lf '--- Fire Fire Alarm: 're -7> Hood & Duct: Monitor: n 'til c-cfl -- Pre -Fire: Permits: Occupancy Type: /<9- -moi .-`/%l / S gn!.SE` S,ria- / A/C.16-T1--- t=iN iI ,4/97 -;\r6 ) i'iP2" ' t-)) pizto (2- 76 7=rlr%'= s i..)/1 C_._ Needs Shift Inspection: Sprinklers: Lf '--- Fire Fire Alarm: 're -7> Hood & Duct: Monitor: n 'til c-cfl -- Pre -Fire: Permits: Occupancy Type: Inspector: r ►vi. Date: /244/ f 7— Hrs.: M � $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit .17-5- /6 Z_ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 4 -7A1-C491 Type of Inspection:, 6r/ivar- Address:i Suite #: ��* Hood & Duct: Contact Person: Special Instructions: Permits: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: /. ' S''1 4-1-1440,(....-‘(,)P0 .4.1 t.K0) /#7/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Xyl, /g/lic? Date: /o// 7//7 Hrs.: /< 0 r i $100.00 REINSPECTION FEE REQUIRED.- You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit• /7 - ---/ KZ_ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:/ (,4J Type of Inspection: —SP/1-4A/ l (e-- Cel vFa_ Address: Suite #: ''"`- 4 L r Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. flCorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: g/z,/(, iftt_ Af-')-0 !iJ 0 &` i m i? 1 i✓s thNiii &—JG(1 L iAES v 7a S cis < <- Pre -Fire: e-- o -D t-- - s - /9-A0 FR/ 4 -I- / "Jet, prz. Fy_A-11.d RNi&--)4 cemAkv Occupancy Type: / 00 a ' OF Li Ng- - 3 7Y2/9r t✓ /` ,S admit n. LAI /Ai J. !I► _ L 4(2-0A ve-S 411gitre-n- 77-0/2 `r %Z aV fa-- i, AC �/ Pr' ,'p(,o7,6 /(ry7-- V F-�- Nal- I ► 1porz-r /E- jjp J?i L C4) R c -7_r G Al S Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: r--741 5--4— Date: 9/1:-71/ ?. - Hrs.: / r $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 DATE: July 07, 2017 GOOD FOR 30 DAYS BID SHEET REOiI�y►�og GOLDDIGGERS INC. CITY OF TUKWILA 360-568-8702 cell 425-348-1789 fax 360-568-1173 AUG 0 2017 PERMIT CENTER COMPANY NAME : Johnson Tenant Improvement attn: Doug Myron JOB NAME & ADDRESS: Heatcon, 600 Andover Park East, Tukwila JOB DESCRIPTION: REMOVE OLD BACKFLOW AND INSTALL NEW BACKFLOW TO CITY STANDARDS PO BOX 435, SNOHOMISH WA 98291 SIZE 1. WET TAP -_ 1 2. PIPE DI CLASS 52 6",10" 36 ,,,� 3. FDC 6" 1 4. CITY PERMIT 1 5. 90'S 6" 3 6. DITCHMTO BUILDING FOR CONDUIT 1 7. SAW CUTTING 160 1 8. ASPHALT REMOVAL INCL DUMP FEE 0 9. P.I.V. 10" 1 10. EXPORT DIRT INCL DUMP FEE 60 11. IMPORT ROCK PER TON 30 12. ASPHALT REPAIR 80' X1' 1 13. 1 1/2" RPPA 1 'A" 1 14. MOB AND DEMOB 1 15. MEGA LUGS 6",10" 14 16. CHLORINE 1 1 REVIFI/1WF 17. TESTING 2 CODE COM 18. THRUST BLOCKING 2 APPRO 19. CONCRETE REPAIR 0 20. BALL DRIP 1 AUG i 1 21. STANDARD VAULT 687 W/ 575-2-36 LID SUPPLIED BY CUZ CONCRETE 10" 1 22. DETECTOR VALVE DDCVA 10" 1 City of Tu BUILDING, 23. TAMPER SWITCH 3 D. 24. CHECK VALVE 6" 1 25. STORTZ 1 26. IRRAGATION DCBA 1" 1 O R 27. SAFETY 1 << R E C 1 28. TEE 10"X 6" 1 '•.1 R#i THIS IS A BUDGET PRICE, SUBJECT TO APPROVED SET OF PLANS. RESTORATION DONE BY OTHERS -STANDARD WAGE -MAXIMUM TRENCH DEPTH -4 FEET, PER PLAN GIVEN TO GOLDDIGGERS-QUANTITIES AND LENGTH ARE AMOUNTS NOT TO EXCEED OTHERWISE THE PRICE IS LUMP SUM BID -THIS BID DOES NOT INCLUDE ELECTRICAL OR FIREWATCH - IF UTILITIES ARE WITHIN A 10FT RADIUS AROUND THE VAULT OR PIPE TO BE INSTALLED, AN ADDITIONAL COST COULD INCUR- NO DE -WATERING, IF IT BECOMES NECESSARY AN ADDITIONAL COST WILL INCUR TOTAL DOES NOT INCLUDE PERMITS, PLANS, ENGINEERING, FEES TO THE CITY SURVEYING, LAB WORK, BONDS, OR WASHINGTON SALES TAX TOTAL $ 61,900.00 I ACCEPT THIS BID Payment is ion D FOR DLIANCE VED 2017 cwila VISION }ON F June 5, 2017 F K S �l f PERMIT CEN'ER b nnI"7nnnnnn .17,77.17.17 ,171717717✓inn✓in✓rnrrr71777171717✓170717rrn7,17,1rrrrrrnrrnnnnnnnnnn✓inrfh HEATCON T.I. 600 Andover Park East Tukwila, WA Structural Calculations for Mezzanine Support Gravity Design Provided by STRUCTURAL PHIL LLC 7675 Nahahum Canyon Road Cashmere, WA 98815 (509) 881-0824 Phillip Van Heyningen, PE REVIEWED OR CODE COMPLIANCE APPROV4D AUG 11 2417 City of Tukiirila BUILDING DI\ISION Job No. (JACKSON MAIN 16152) 117PV17 CITY OF TUKWILA f JUN 0 6 2011 Heatcon TI 600 Andover Park East Tukwila, WA SYNOPSIS SCOPE of engineering: The existing mezzanine is framed with 3x12 solid sawn lumber joists spaced at 16"oc. The joists span between wood stud framed walls with headers at openings. The proposed tenant improvement includes removing one bearing wall approximately 50 feet in length. Two beams approximately 25'-0" long each will replace the bearing wall. One new beam will span between the existing concrete tiltup wall and a new steel column bearing on a new footing. The second beam will span from the steel column at the approximate center of this new opening to an additional steel column on a new footing. The sizes of the new beams, columns and footings are specified on the Jackson Main drawings. The sizes are the same for the new components to simplify and reduce the chance of error during installation. The bracket supporting the new glulam girder at the wall is a "flangeless" Simpson EG7 with four Simpson HD Titens anchored into the concrete wall panel in lieu of (8) lag bolts into wood. The HSS posts will have "buckets" fabricated as part of their glulam to post connection. There is no lateral requirement for these connections, only bearing support. The base of the HSS posts will have a base plate for erection purposes and proper bearing to new concrete footings. r,, DEMO PORTION OF EXIST. STOREFRONT TO ALLOW FOR NEW PAIR OF DOORS 30'-10" 20'-4" 20'-0• EXISTING RISER EXISITING KITCHENETTE TO REMAIN NEW 6 3/4x21 24F/V4 GLULAM BEAM EXISITING LAVATORIES & COUNTER TO REMAIN NEW 6 3/4x21 24F/V4 GLULAM BEAM 14'-0• bolt new support to wall. new beam EXISTING STAIR TO REMAIN this beam has a 3x6x 16" Ig ng steel channel bolted to the wall vvvvvviiiiiiith (5) 3/4" anchor bolts,to support the peam. could we do that with the new one. remove bearing wall. supporl Itc4irill floor. new floor has joist hangers t stalled as surface mounted over the v Kr17L ALL DASHED WALLS, DOORS & FIXTURES TO BE REMOVED. PATCH OR REPAIR ADJ. SURFACES AS REQ. existing framing 3X12 joists at 16" oc. NEW 5x5x1/4 HSS COLUMN this looks like the original melzz. the rest was added later. II FORTE' MEMBER REPORT SECOND /MEZZ, NEW GLULAM GIRDERS 1 piece(s) 6 3/4" x 21" 24F -V4 DF Ghulam 0 Overall Length: 25' 25' All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. 0 Design Results Actual Q Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 14447 @ 6" 14447 (3.29") Passed (100%) — 1.0 D + 1.0 L (All Spans) Shear (lbs) 12365 @ 2' 3" 25043 Passed (49%) 1.00 1.0 D + 1.0 L (All Spans) Pos Moment (Ft -lbs) 87735 @ 12' 1 3/4" 89956 Passed (98%) 1.00 1.01) + 1.0 L (All Spans) Live Load Defl. (In) 0.777 @ 12' 7 3/4" 0.810 Passed (1/375) — 1.0 D + 1.0 L (All Spans) Total Load Defi. (in) 0.994 @ 12' 7 3/4" 1.215 Passed (1/293) — 1.01) + 1.0 L (All Spans) • Defledion criteria: LL (L/360) and TL (L/240). • Top Edge Bradng (W): Top compression edge must be braced at 14' 11" o/c unless detailed otherwise. • Bottom Edge Bradng (Lu): Bottom compression edge must be braced at 24' 6" o/c unless detailed otherwise. • Critical positive moment adjusted by a volume factor of 0.91 that was calculated using length L = 24' 3 1/2". • The effects of positive or negative camber have not been accounted for when calculating defledion. • The spedfied glulam Is assumed to have Its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufactirrer. • Applicable calculations are based on NDS. SupportsFloor Searing Length Loads to Supports Obs) Accessories Total Available Required Dead N/A Total 1 - Hanger on concrete 6.00' Hangers 3.29" 3264 11761 15025 See note r 2 - Column Cap - steel 4.00' 4.00" 3.35" 3205 11489 14694 Bloddng • Bloddng Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 1 See Connector grid below for additional Information and/or requirements. PASSED System : Floor Member Type : Drop Beam Budding Use : Commerdal Building Code : IBC 2009 Design Methodology : ASD Connector: Simpson Stron -Tie Connectors Support Model Seat Length Top Nails Face Naffs Member Nails Accessories 1 - Face Mount Hanger Connector not found N/A N/A N/A N/A 1 - UnHomi (PSF) Loads Location (Side) Tributary Width Deed (0.90) Floor Live (1.00) Comments 0 - Self Weight (PLF) 6' to 25' N/A 34.5 1 - UnHomi (PSF) 0 to 25' 15' 15.0 50.0 Office Buildings- Offices 2 - Uniform (PSF) 0 to 25' 15 - 12.0 Partition Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser e:gressfy disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Bloddng Panels and Squash Blodcs) are not designed by this software. Use of this software Is not Intended to drcumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer Is responsible to assure that this calculation Is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under tedmlcal reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application, input design loads, dimensions and support information have been provided by 3A0CSON MAIN ARCHITECTURE Forte Software Operator Job Notes Phil Van Heyningen Structural Phil Ile (509) 881-0824 structuralphIl@gmail.com HEATCON TI 600 ANDOVER PARK EAST TUKWILA, WA SUSTAINABLE FORESTRY INITIATIVE 6/6/2017 10:02:13 AM Forte v5.2, Design Engine: V6.6.0.14 HEATCON TI.4te Page 1 of 1 6 3/4x22 2" GLULAM 1 A 0 7 1 6/6/2017 embed.widencdn.net/pdi/plus/ssttodbo,1fO*brvdwwC-C-2017-p170.pdf Download Simpson Strong -Tie® Wood Construction Connectors Top -Flange Hangers LEG/MEG/EG Beam and Glulam Hangers See Hanger Options on pp. 121-123 for hanger modifications, which may result in reduced loads. Designed to support large members typically found in glulam beam construction. Material: Stirrup — 7 gauge; LEG/MEG TF — 7 gauge; all other TF — 3 gauge Finish: Simpson Strong -Tie® gray paint. Hot -dip galvanized available; specify HDG Installation: • Use all specified fasteners: see General Notes • Maintain minimum 4D end distance and edge distance from bolt to end of header and nearest loaded edge per NDS requirements Options: • See Hanger Options General Notes on p. 121. Skewed Seat — Top Flange Models Only • The LEG/MEG/EG series can be skewed up to 45°. The maximum allowable load is 10,000 Ib. for LEG and MEG, 14,250 Ib. for EG. Sloped Seat — Top Flange Models Only • The LEG/MEG/EG series can be sloped up to 45°. The maximum allowable load is 9,665 Ib.; see illustration. No Sloped And Skewed Combo Available. Offset Top Flange • The LEG/MEG (only) top flange may be offset left or right for placement at the end of a header (see illustration). The maximum allowable load is 5,665 Ib. (Min. H = 11" for MEG, 9" for LEG.) • No skews allowed on offset hangers. • Models available without top flanges; see table loads. Codes: See p. 14 for Code Reference Key Chart W -'I147 LEG/MEG/EG without Top Flange (See options) EG with "H" dimens'on less than the face plate height. The EG's back plate is always 171/2", regardless of the stirrup height. I_ Thoco nrnrii irte aro a ,oilahlo mirth aririitinnal rnrrncinn nrntontinn Fnr mnro infnrmatinn coo n 1R httpJ/embed.widencdn.net/pdf/pl us/ssttodbcolfOolcbnnf8/C-C-2017-p170.pdf LEG and MI 1/1 SIMPSON Strong -Tie Anchor Designer TM Software Version 2.3.5365.65 1.Project information Customer company: JACKSON MAIN ARCHITECTURE Customer contact name: Customer e-mail: Comment: ;. Input Data & Anchor Parameters General Design method:ACI 318-11 Units: Imperial units Anchor Information: Anchor type: Concrete screw Material: Carbon Steel Diameter (inch): 0.500 Nominal Embedment depth (inch): 3.500 Effective Embedment depth, her (inch): 2.560 Code report: ICC -ES ESR -2713 Anchor category: 1 Anchor ductility. No hmm (inch): 5.42 cec (inch): 3.88 Cmtn (inch): 1.75 Sm (inch): 3.00 Load and Geometry Load factor source: ACI 318 Section 9.2 Load combination: not set Seismic design: No Anchors subjected to sustained tension: Not applicable Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: No <Figure 1> Company: Structural Phil LLC Date: 6/5/2017 Engineer: Phil Van Heyningen Page: 1/4 Project HEATCON Address: 7675 Nahahum Canyon Road Phone: E-mail: structuralphil@gmail.com Project description: NEW GLULAM GIRDER SUPPORTED ON EXISTING CONCRETE WALL USING SIMPSON EG7 HANGER WITH FOUR (4) HD TITENS Location: TUKWILA Fastening description: TITENS Base Material Concrete: Normal -weight Concrete thickness, h (inch): 6.00 State: Uncracked Compressive strength, fc (psi): 3500 WGv: 1.4 Reinforcement condition: A tension, A shear Supplemental reinforcement: No Do not evaluate concrete breakout in tension: No Do not evaluate concrete breakout in shear. No Ignore 6do requirement: Not applicable Build-up grout pad: No Base Plate Length x Width x Thickness (inch): 12.50 x 18.00 x 0.25 0 ft -Ib 14000 Ib lay 0 ft -Ib Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtle.com SIMPSON Strong -Tie <Figure 2> Anchor Designer Software Version 2.3.5365.65 Company: Structural Phil LLC Date: 6/5/2017 Engineer: Phil Van Heyningen Page: 2/4 ' Project HEATCON Address: 7675 Nahahum Canyon Road Phone: E-mail: structuralphil@gmail.com Recommended Anchor Anchor Name: Then HD® -1/2"R Titen HD, hnom:3.5" (89mm) Code Report Listing: ICC -ES ESR -2713 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON Strong -Tie Anchor Designer TM Software Version 2.3.5365.65 Company: Structural Phil LLC Date: 6/5/2017 Engineer: Phil Van Heyningen Page: 3/4 Project: HEATCON Address: 7675 Nahahum Canyon Road Phone: E-mail: structuralphil@gmail.com 3. Resulting Anchor Forces Anchor Tension load, Nun (Ib) Shear load x, V. (Ib) Shear load y, V„ay (Ib) Shear load combined, 4(Vuax)2+(Vuay)2 (lb) 1 250.0 250.0 2 250.0 250.0 3 250.0 250.0 4 250.0 250.0 3500.0 3500.0 3500.0 3500.0 3508.9 3508.9 3508.9 3508.9 Sum 1000.0 1000.0 14000.0 14035.7 Maximum concrete compression strain (%o): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (Ib): 1000 Resultant compression force (Ib): 0 Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'vx (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00 4. Steel Strength of Anchor in Tension(Sec. D.5.11 N. (Ib) 0 0Nse (Ib) 20130 0.65 13085 5. Concrete Breakout Strength of Anchor in Tension (Sec. D.5.2) Ne = kc2 '1 f'chet" (Eq. D-6) kc 2e re (psi) he (in) Nb (Ib) 24.0 1.00 3500 2.560 5816 #Ncbg =0 (ANc/ANco)Y'ec,NWed,NKNWep,NNb (Sec. D.4.1 & Eq. D4) ANc (in2) ANco (in2) Wec,N !ed,N We,N !cp,N Nb (Ib) 0 95Ncbg (Ib) 235.93 58.98 1.000 1.000 1.00 1.000 5816 0.75 17447 8. Steel Strength of Anchor in Shear (Sec. D.6.11 Vee (Ib) Ormuz 9grout.bVsa (Ib) 7455 1.0 0.60 4473 10. Concrete Pryout Strength of Anchor in Shear (Sec. D.6.31 (W,pg = tbkepNcbg = cskep(ANe / ANco) ¶ee,N - ed,N - e,N - p,NNb (Eq. D-41) kap ANe (in2) ANco (1n2) :'ec,N Fed,N 2.0 235.93 58.98 1.000 1.000 PC,N Y'cp.N Nb (Ib) 0 OVcpg (lb) 1.000 1.000 5816 0.70 32568 11. Results interaction of Tensile and Shear Forces (Sec. D.7} Tension Factored Load, Nub (Ib) Design Strength, eNn (Ib) Ratio Status Steel 250 13085 0.02 Pass Concrete breakout 1000 17447 0.06 Pass (Governs) Shear Factored Load, V. (Ib) Design Strength, eVn (Ib) Ratio Status Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON Strong -Tie Anchor Designer TM Software Version 2.3.5365.65 Company: Structural Phil LLC Date: 6/5/2017 Engineer: Phil Van Heyningen Page: 4/4 Project: HEATCON Address: 7675 Nahahum Canyon Road Phone: E-mail: structuralphil©gmail.com Steel 3509 Pryout 14036 4473 32568 0.78 0.43 Pass (Govems) Pass Interaction check NNJi6N. Vu„/6V. Combined Ratio Permissible Status Sec. D.7.2 0.00 0.78 78.4 % 1.0 Pass 1/2"0 Titen HD, hnom:3.5" (89mm) meets the selected design criteria. 12. Warnings - Minimum spacing and edge distance requirement of 6da per ACI 318 Sections D.8.1 and D.8.2 for torqued cast -in-place anchor is waived per designer option. - Designer must exercise own judgement to determine if this design is suitable. - Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com J 1 172" , BUTT BEAMS @ CENTER OF COLUMN, CENTER OF CONN. SIDE PLATES 13"H x 1/4" x 1'-0" w/ (4) 3/4" 0 BOLTS HSS COLUMN PER PLAN BEAM TO HSS COLUMN - SPLICE/MID CONNECTION 21" GLULAM CAP/BRG PL ("W" +Y8") x 3/4" x 0'-8" SIDE PLATES 13"H x1/4" x 0'-8" w/ (2) 3/4" 0 BOLTS HSS COLUMN PER PLAN BEAM TO HSS COLUMN - END CONNECTION CAP/BRG PL ("W" +1/8") x 3/4" x 0'-8„ II 'NIM u Z T iiOT 11 N" Structural Phil Phil Van Heyningen 7675 Nahahum Canyon Road Cashmere, WA 98815 structuralphil@gmail.com (509) 881-0824 Steel Column Lic. # : KW -06009465 Project Title: HEATCON Engineer: PHIL Project ID: 117PV17 Project Descx: BEAM REPLACEMENT FOR EXISTING BEARING WALLS Description : NEW HSS POST FOR NEW GLULAM GIRDERS Code References Printed: 6 JUN 2017, 10:04AM Fie = C:1Users1PhilOneDfireUACKSO-11HEATCONIheatcon.ec6 ENERCALC, INC. 1983-2017, Build:6.17.3.17, Ver6.17.3.17 Licensee : STRUCTURAL PHIL Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used : IBC 2015 General Information Steel Section Name : Analysis Method : Steel Stress Grade Fy : Steel Yield E : Elastic Bending Modulus HSS5x5x3/16 Allowable Strength 46.0 ksi 29,000.0 ksi Applied Loads Column self weight induded : 119.70 lbs* Dead Load Factor AXIAL LOADS ... NEW GIRDER REACTION: Axial Load at 10.0 ft, D = 6.50, L = 27.0 k DESIGN SUMMARY Overall Column Height 10.0 ft Top & Bottom Fixity Top & Bottom Pinned Brace condition for deflection (budding) along columns : X -X (width) axis : Unbraced Length for X -X Axis buckling =10.0 ft, K = 1.0 Y -Y (depth) axis : Unbraced Length for Y -Y Axis buckling = 10.0 ft, K = 1.0 Service loads entered. Load Factors will be applied for calculations. Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = Load Combination Location of max.above base At maximum location values are ... Pa : Axial Pn / Omega : Allowable Ma -x : Applied Mn -x / Omega : Allowable Ma -y : Applied Mn -y / Omega : Allowable PASS Maximum Shear Stress Ratio = Load Combination Location of max.above base At maximum location values are ... Va : Applied Vn / Omega : Allowable Load Combination Results 0.4788 :1 +D+L+H 0.0 ft 33.620 k 70.211 k 0.0 k -ft 13.520 k -ft 0.0 k -ft 13.520 k -ft 0.0 :1 0.0 ft 0.0 k 0.0 k Maximum SERVICE Load Reactions .. Top along X -X Bottom along X -X Top along Y -Y Bottom along Y -Y Maximum SERVICE Load Deflections ... Along Y -Y 0.0 in at for load combination : Along X -X 0.0 in at for load combination : 0.0 k 0.0 k 0.0 k 0.0 k 0.Oft above base 0.0ft above base Load Combination Maximum Axial + Bending Stress Ratios Stress Ratio Status Location Maximum Shear Ratios Stress Ratio Status Location +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0.750S+0.450W+H +D+0.750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H Maximum Reactions 0.094 0.479 0.094 0.094 0.383 0.383 0.094 0.094 0.383 0.383 0.383 0.057 0.057 PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 PASS 0.00 ft PASS 0.00 ft PASS 0.00 ft PASS 0.00 ft PASS 0.00 ft PASS 0.00 ft PASS 0.00 ft PASS 0.00 ft PASS 0.00 ft PASS 0.00 ft PASS 0.00 ft PASS 0.00 ft PASS 0.00 ft Note: Only non -zero reactions are listed. Load Combination +D+H Axial Reaction @ Base 6.620 X -X Axis Reaction k Y -Y Axis Reaction Mx - End Moments k -ft My - End Moments Base ® Top @ Base © Top @ Base @ Top © Base Q Top Structural PhD PhD Van Heyningen 7675 Nahahum Canyon Road Cashmere, WA 98815 structuralphil@gmail.com (509) 881-0824 Project Title: HEATCON Engineer: PHIL Project ID: 117PV17 Project Descr: BEAM REPLACEMENT FOR EXISTING BEARING WALLS Printed: 6 JUN 2017,10:04AM. Steel Column Lic. # : KW -06009465 Description : NEW HSS POST FOR NEW GLULAM GIRDERS Maximum Reactions Load Combination Axial Reaction @ Base File = C:IUsers1PhdlOneDriveUACKS0-111EATCONIheatcon.ec6 ENERCALC, INC. 1983-2017, Buiid:6.17.3.17, Ver.6.17.3.17 Licensee : STRUCTURAL PHIL Note: Only non -zero reactions are listed. X -X Abs Reaction k Y Y Axis Reaction Mx - End Moments loft My - End Moments @ Base @ Top @ Base @ Top @ Base © Top @ Base @ Top +D+L+H 33.620 +D+Lr+H 6.620 +D+S+H 6.620 +D+0.750Lr+0.750L+H 26.870 +D+0.750L+0.7505+H 26.870 +D+0.60W+H 6.620 +D+0.70E+H 6.620 +D+0.750Lr+0.750L+0.450W+H 26.870 +D+0.750L+0.750S+0.450W+H 26.870 +D+0.750L+0.7505+0.5250E+H 26.870 +0.60D+0.60W+0.60H 3.972 +0.60D+0.70E+0.60H 3.972 D Only 6.620 Lr Only L Only 27.000 S Only W Only E Only H Only Extreme Reactions Axial Reaction X -X Axis Reaction k Y -Y Axis Reaction Mx - End Moments k -ft My - End Moments Item Extreme Value @ Base @ Base @ Top @ Base @ Top @ Base @ Top @ Base @ Top Axial @ Base Maximum 33.620 Minimum Reaction, X -X Axis Maximum 6.620 Minimum 6.620 Reaction, Y -Y Axis Maximum 6.620 Minimum 6.620 Reaction, X -X Axis Maximum 6.620 Minimum 6.620 Reaction, Y -Y Axis Maximum 6.620 Minimum 6.620 Moment, X -X Axis Ba Maximum 6.620 " Minimum 6.620 Moment, Y -Y Axis Ba Maximum 6.620 Minimum 6.620 Moment, X -X Axis To Maximum 6.620 Minimum 6.620 Moment, Y -Y Axis To Maximum 6.620 Minimum 6.620 Maximum Deflections for Load Combinations Load Combination Max. X -X Deflection Distance Max. Y -Y Deflection Distance +D+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+L+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+Lr+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+S+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750Lr+0.750L+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750L+0.750S+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.60W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.70E+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750Lr+0.750L+0.450W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750L+0.750S+0.450W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750L+0.750S+0.5250E+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +0.60D+0.60W+0.60H 0.0000 in 0.000 ft 0.000 in 0.000 ft +0.60D+0.70E+0.60H 0.0000 in 0.000 ft 0.000 in 0.000 ft D Only 0.0000 in 0.000 ft 0.000 in 0.000 ft Lr Only 0.0000 in 0.000 ft 0.000 in 0.000 ft Structural Phil Phil Van Heyningen 7675 Nahahum Canyon Road Cashmere, WA 98815 structuralphil@gmail.com (509) 881-0824 Project Title: HEATCON Engineer: PHIL Project ID: 117PV17 Project Descr: BEAM REPLACEMENT FOR EXISTING BEARING WALLS Printed: 6 JUN 2017, 10:04AM Steel Column Lic. # : KW -06009465 Description : NEW HSS POST FOR NEW GLULAM GIRDERS Maximum Deflections for Load Combinations Fee = C:1UsatslPhROneDriveUACKSO-1U1EATCONVreatcon.ec6 ENERCALC, INC. 1983-2017, Build:6.17.3.17, Ver.6.17.3.17 Licensee : STRUCTURAL PHIL Load Combination Max. X -X Deflection Distance Max. Y -Y Deflection Distance L Only S Only W Only E Only H Only Steel Section Properties : 0.0000 0.0000 0.0000 0.0000 0.0000 HSS5x5x311 6 In 0.000 ft in 0.000 ft in 0.000 ft in 0.000 ft in 0.000 ft 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Depth Design Thick Width Wall Thick Area Weight Yog 0 0 5.000 in 0.174 In 5.000 in 0.187 in 3.280 in"2 11.970 plf 0.000 in Ixx Sxx Rxx Zx Iyy Syy Ryy ;.:Load 1 Y 5.00in X = 12.60 inM 5.03 Intl 1.960 in 5.890 In"3 12.600 inM 5.030 in"3 1.960 In J C 19.900 in"4 8.080 in"3 Loads are total entered value. Arrows do not reflect absolute direction. Structural Phil Phil Van Heyningen 7675 Nahahum Canyon Road Cashmere, WA 98815 structuralphil@gmail.com (509) 881-0824 Project Title: HEATCON Engineer: PHIL Project ID: 117PV17 Project Descr: BEAM REPLACEMENT FOR EXISTING BEARING WALLS Printed: 6 JUN 2017, 10:11AM General Footing Lic. # : KW -06009465 Desaiption : NEW MIDDLE FOOTING Code References Fie = C:IUsers1PhROneDriueUACKSO-1WEATCONIheatcon.ec6 ENERCALC, INC. 1983-2017, Buid:6.17.3.17, Ver.6.17.3.17 Licensee : STRUCTURAL PHIL Calculations per ACI 318-14, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used : IBC 2015 General Information Material Properties Pc : Concrete 28 day strength Rebar Yield Ec : Concrete Elastic Modulus Concrete Density cp Values Flexure Shear Analysis Settings Min Steel % Bending Reinf. Min Allow % Temp Reinf. Min. Overtuming Safety Factor Min. Sliding Safety Factor Add Ftg Wt for Soil Pressure Use ftg wt for stability, moments & shears Add Pedestal Wt for Soil Pressure Use Pedestal wt for stability, mom & shear Dimensions 2.50 ksi = 60.0 ksi = 2,850.0 ksi 145.0 pcf = 0.90 = 0.750 = 0.00180 1.0:1 = 1.0:1 Yes Yes No No Soil Design Values Allowable Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Friction Coeff. Increases based on footing Depth Footing base depth below soil surface Allow press. increase per foot of depth when footing base is below Increases based on footing plan dimension Allowable pressure increase per foot of depth when max. length or width is greater than = 1.50 ksf Yes • 250.0 pcf • 0.30 • 1.50 ft 0.0 ksf = 0.0 ft = 0.50 ksf 3.0 ft Width parallel to X -X Axis Length parallel to Z -Z Axis Footing Thickness Pedestal dimensions... px : parallel to X -X Axis = pz : parallel to Z -Z Axis Height Rebar Centerline to Edge of Concrete... at Bottom of footing Reinforcing 3.50 ft 3.50 ft 11.0 in in in in 3.0 in Bars parallel to X -X Axis Number of Bars Reinforcing Bar Size Bars parallel to Z -Z Axis Number of Bars Reinforcing Bar Size Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation # Bars required within zone # Bars required on each side of zone Applied Loads 4.0 # 5 4.0 # 5 n/a n/a n/a z x 36• 0. m P : Column Load OB : Overburden M-xx M-zz V -x V -z D Lr L E H 7.0 12.0 k ksf k -ft k -ft k k Structural Phil Phil Van Heyningen 7675 Nahahum Canyon Road Cashmere, WA 98815 _ structuralphil@gmail.com (509) 881-0824 General Footing Project Title: HEATCON Enoineer: PHIL Project ID: 117PV17 Project Descr BEAM REPLACEMENT FOR EXISTING BEARING WALLS Printed: 6 JUN 2017, 10:11AM File = C:1Users\PhROneDrIveUACKSO-19IEATCONIheatcon.ec6 ENERCALC, INC. 1983-2017, Build 6.17.3.17, Ver.6.17.3.17 Lic. # : KW -06009465 Licensee : STRUCTURAL PHIL Description : NEW MIDDLE FOOTING DESIGN SUMMARY Min. Ratio Item Applied Capacity Design OK Governing Load Combination PASS 0.9283 Soil Bearing 1.748 ksf PASS nla Overtuming - X -X 0.0 k -ft PASS nla Overturning - Z -Z 0.0 k -ft PASS nla Sliding - X -X 0.0 k PASS n/a Sliding -Z -Z 0.0 k PASS n/a Uplift 0.0 k PASS 0.2854 Z Flexure (+X) 3.450 k -ft PASS 0.2854 Z Flexure (-X) 3.450 k -ft PASS 0.2854 X Flexure (+Z) 3.450 k -ft PASS 0.2854 X Flexure (-2) 3.450 k -ft PASS 0.3468 1 -way Shear (+X) 26.012 psi PASS 0.3468 1 -way Shear (-X) 26.012 psi PASS 0.3468 1 -way Shear (+Z) 26.012 psi PASS 0.3468 1 -way Shear (-2) 26.012 psi PASS 0.690 2 -way Punching 103.50 psi 1.883 ksf 0.0 k -ft 0.0 k ft 0.0 k 0.0 k 0.0 k 12.090 k -ft 12.090 k -ft 12.090 kft 12.090 k -ft 75.0 psi 75.0 psi 75.0 psi 75.0 psi 150.0 psi +D+L+H about Z -Z axis No Overtuming No Overtuming No Sliding No Sliding No Uplift +1.20D+0.50Lr+1.60L+1.60H +1.20D+0.50Lr+1.60L+1.60H +1.20D+0.50Lr+1.60L+1.60H +1.20D+0.50Lr+1.60L+1.60H +1.20D+0.50Lr+1.60L+1.60H +1.20D+0.50Lr+1.60L+1.60H +1.20D+0.50Lr+1.60L+1.60H +1.20D+0.50Lr+1.60L+1.60H +1.20D+0.50Lr+1.60L+1.60H Structural Phil Phil Van Heyningen 7675 Nahahum Canyon Road Cashmere, WA 98815 structuralphil@gmail.com (509) 881-0824 Project Title: HEATCON Enoineer: PHIL Project ID: 117PV17 Project Descr: BEAM REPLACEMENT FOR EXISTING BEARING WALLS Printed: 6 JUN 2017, 10:13AM • General Footing Lic. # : KW -06009465 Description : NEW END FOOTING Code References Fie = C:1Users1PhilOneDrlveUACKS0-11HEATCON1heatcon.ec6 ENERCALC, INC. 1983-2017, Bu8d6.17.3.17, Vec6.17.3.17 Licensee : STRUCTURAL PHIL Calculations per ACI 318-14, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used : IBC 2015 General Information Material Properties fc : Concrete 28 day strength Rebar Yield c : Concrete Elastic Modulus Concrete Density Values Flexure Shear Analysis Settings Min Steel % Bending Reinf. Min Allow % Temp Reinf. Min. Overtuming Safety Factor Min. Sliding Safety Factor Add Ftg Wt for Soil Pressure Use ftg wt for stability, moments & shears Add Pedestal Wt for Soil Pressure Use Pedestal wt for stability, mom & shear Dimensions 2.50 ksi 60.0 ksi • 3,122.0 ksi • 145.0 pcf 0.90 • 0.750 • 0.00180 = 1.0:1 1.0:1 Yes Yes No No Soil Design Values Allowable Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Friction Coeff. Increases based on footing Depth Footing base depth below soil surface Allow press. increase per foot of depth when footing base is below Increases based on footing plan dimension Allowable pressure increase per foot of depth when max. length or width is greater than • 1.50 ksf = No = 250.0 pcf = 0.30 • 1.50 ft = ksf ft .5 ksf 3.0 ft Width parallel to X -X Axis Length parallel to Z -Z Axis Footing Thickness Pedestal dimensions... px : parallel to X -X Abs pz : parallel to Z -Z Axis Height Rebar Centerline to Edge of Concrete... at Bottom of footing = Reinforcing 3.50 ft 3.50 ft 11.0 in in in in 3.0 in Bars parallel to X -X Axis Number of Bars Reinforcing Bar Size Bars parallel to Z -Z Axis Number of Bars Reinforcing Bar Size Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation # Bars required within zone # Bars required on each side of zone Applied Loads 4.0 # 5 4.0 # 5 n/a n/a n/a 4.8SBars SBars P : Column Load OB : Overburden M-xx M-zz V -x V -z D Lr L S W E H 3.30 9.40 k ksf k -ft k -ft k k Structural Phil Phil Van Heyningen 7675 Nahahum Canyon Road Cashmere, WA 98815 structuralphil©gmail.com (509) 881-0824 General Footing Project Title: HEATCON Engineer: PHIL Project ID: 117PV17 Project Deser BEAM REPLACEMENT FOR EXISTING BEARING WALLS Printed: 6 JUN 2017, 10:13AM Fie = C:IUserslPhIlOneDriveUACKSO-111EATCOMheatcon.ec6 ENERCALC, INC. 1983-2017, Btald:6.17.3.17, Ver.6.17.3.17 Lic. # : KW -06009465 Licensee : STRUCTURAL PHIL Desaiption : NEW END FOOTING DESIGN SUMMARY Min. Ratio Item Applied Capacity Design OK Governing Load Combination PASS 0.7051 Soil Beating 1.234 ksf PASS n/a Overtuming - X -X 0.0 k -ft PASS n/a Overtuming - Z -Z 0.0 k -ft PASS n/a Sliding - X -X 0.0 k PASS n/a Sliding - Z -Z 0.0 k PASS n/a Uplift 0.0 k PASS 0.1964 Z Flexure (+X) 2.375 kft PASS 0.1964 Z Flexure (-X) 2.375 k ft PASS 0.1964 X Flexure (+Z) 2.375 kft PASS 0.1964 X Flexure (-Z) 2.375 k -ft PASS 0.2388 1 -way Shear (+X) 17.907 psi PASS 0.2388 1 -way Shear (-X) 17.907 psi PASS 0.2388 1 -way Shear (+Z) 17.907 psi PASS 0.2388 1 -way Shear (-Z) 17.907 psi PASS 0.4750 2 -way Punching 71.250 psi 1.750 ksf 0.0 k -ft 0.0 k -ft 0.0 k 0.0 k 0.0 k 12.090 k -ft 12.090 k -ft 12.090 k -ft 12.090 k -ft 75.0 psi 75.0 psi 75.0 psi 75.0 psi 150.0 psi +D+L+H about Z Z axis No Overtuming No Overturning No Sliding No Sliding No Uplift +1.20D+0.50Lr+1.601+1.60H +1.20D+0.50Lr+1.60L+1.60H +1.200+0.501rt1.601+1.60H +1.20D+0.50101.601+1.60H +1.20D+0.50101.601+1.60H +1.20D+0.501r+1.601+1.60H +1.20D+0.50Lr+1.60L+1.60H +1.20D+0.50Lr+1.60L+1.60H +1.20D+0 .50Lr+1 .601+ 1.60H Lighting Summary LGT-SUM 20115 shington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 Project Info Project Title: HeatCon TI Date 6/5/2017 Compliance forms do not Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. M �ng V I� require a password to Company Name: Jackson Main Architecture CODE COMPLIANCE use. Instructional and Company Address: 311 First Ave. South APPROVED calculating cells write- Applicant Name: Jackson I Main Architecture protected. Applicant Phone: 206.324.4800 AUGare G 1 1 2017 Applicant Email: Adrianne.Martin@JacksonMain.com • Project Description ❑ New Building Include PROJ-SUM form (included II Addition in envelope forms workbo .1 AI erationCity of Tawiliss Inclugded k�n ithf l Nl� FIlipti� 1 Building Additions Compliance Method Interior lighting Exterior lighting Refer to Section C502.2.6 for additional Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project ❑ ❑ requirements. .-- Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance ❑ ❑ i:, Addition is combined with existing: For interior lighting projects; include new + existing interior lighting Wattage table in LTG-iNT-BLD or LTG -INT -SPACE form. For exterior lighting projects, include new + existing exterior lighting Tradable and Proposed Non -Tradable Lighting Wattage tables fixture wattage fixture wattage in LTG -EXT form. in Proposed Lighting in Proposed Interior and Exterior Lighting Power Interior lighting Parking garage Exterior lighting Lighting Alterations 50% or more of existing are replaced ❑ ❑ ❑ Select all Lighting Power and Lighting Control elements that apply to the scope of the retrofit project if project includes a Less than 50% of existing are replaced ❑ ❑ combination of spaces where less than 50% of the existing fixtures are replaced in 50% Lamp and/or ballast replacement only — existing total wattage not increased ../ ❑ ❑ some spaces. and 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 onetotal lighting power compliance form. Refer to Section C503.6 for additional 50% or more replaced - Total lighting power of LPA per Sections C405.4.2 and C405.5.2. Include Lighting Wattage table in LTG -INT -BLD. LTG-iNT-SPACE Less than 50% replaced - Total lighting power of lighting power prior to alteration. Include new Wattage table in LTG-iNT-BLD, LTG -INT -SPACE 50% threshold applies to number of luminaires for installed wattage for exterior luminaires. new nes, or + existing -to -remain fixtures s rail comply with total new + existing -to -remain fixtures in Proposed or LTG -EXT form. + existing -to -remain fixtures shall not exceed the + existing -to -remain fixtures in the Proposed Lighting LTG -EXT form. interior spaces and parking garages, and total requirements. Lighting Controls Interior lighting Parking garage Exterior lighting All alteration lighting controls shall be commissioned per C408.3. New wiring installed to serve added fixtures and/or fixtures relocated to new circuit(s) ❑ ❑ ❑ New or moved lighting panel ❑ ❑ ❑ Interior space is reconfigured - luminaires unchanged or relocated only J ❑ No changes are being made to the Inferior or exterior lighting systems and existing space uses and configuration are not changed. New wiring or circuit - For interior light ng. 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. 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. RECEIVED oIsLI JUN 062017 PERMIT CENTER Lighting Summary, cont. LGT-SUM 2015'jeshington State Energy Code Compliance Forms for Commercial Buildings including R2 roject Title: HeatCon TI Date 6/5/2017 Interior Lighting System Description All existing lighting to remain. Reconfiguration as required only. Interior Lighting Power Allowance Method Building Area Method Space -by -space Method Select method used in project. Interior Lighting Controls L All C405.2.1 - C405.2.8 Controls LI 0405.2 Exception 5 Luminaire Level Lighting Control (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: 0 0 C405.2 thru C405.5 Commercial Lighting Controls and LPA QC406.3 High Efficacy Lighting 0 Exterior Lighting System Description No change to existing exterior lighting systems. Project Summary PROJ-SUM 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Revised Jun2016 General Info This PROJ-SUM form shall be provided as a cover sheet for all compliance form submittals. Project Title matches project plans title block. Project Title: HeatCon TI i EVIFWEYV7 Project Street Address: 600 Andover Park East Fat"Li geSv�MCE �+ APPROVED Project City, County, Zip: Tukwila, WA Project Owner or Rep: Jackson 1 Main Architecture Jurisdiction:Tukwil, WA AUG 11 2017 . �,� 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 and Additi s Lr , ❑ Building Addition Retrofit ❑ Alteration + Existing Occupancy ❑ Historic Building Scope - Select all that apply ❑ Building Envelope Water Systems ❑ Lighting Systems City of Tukwila 131011NeaGgald S I ON U New Building Existing Building ✓ Alteration ✓ Change in Space Conditioning ❑ Change of Building Elements ❑ Mechanical Systems 0 Electrical Systems • All ❑ Service Hot Occupancy Type P Y YP © All Commercial Q Group R - R2, R3, & R4 Q 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 Commerical 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 E Fully Conditioned E Semi-heated2 ❑ Refrigerated Warehouse, Walk-in Cooler/Freezer, ❑ Low Energy Space Category3 Refrigerated Display Case' Eligible Low Energy Spaces ❑ Unconditioned ❑ Low energy heating/cooling capacity ❑ Wireless service ❑ Greenhouse" ❑ Equipment building equipment shelter Floor Area and Stories Floors Above Grade Building Gross Conditioned Floor Area Project Gross Conditioned Floor Area 1 7,042 1640.0 General Compliance Path 0 Prescriptive 0 Total Building Performance Prescriptive - Projects complying prescriptively shall demonstrate compliance with all applicable mandatory and prescriptve 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, MECH and C406. Total Building Performance - 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 TPB submital: PROJ-SUM, C406 -SUM & C406 -DETAIL, ENV -CHK, LTG -EXT, LTG -CHK, and all MECH forms (except MECH-ECONO). NOTE: ALL WORK TO BE COMPLETED WITHIN EXISTING CONDITIONED SPACERECEIVED CITY OF TUKWILA JUN 06 2017 PERMIT CENTER b o slat JACKSON OIAIN AN ARCHITECTURE August 3, 2017 Bill Rambo 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Re: HeatCon Tenant Improvement 600 Andover Park East Tukwila, WA 98118 Permit Application No. D17-0154 Dear Bill Rambo, 0 RECEIVED CITY OF TUKWILA AUG 0 ° 2017 PERMIT CENTER The following is in response to your correction letter dated June 20, 2017. Building Department: Allen Johannessen ,ORRECTION TR# 1. Please provide a structural sheet with the engineer's details to include a table matrix of the specific required special inspections for this project with soils analysis for the footing, concrete and footing, grout, steel fabrication, epoxy anchors, bolting and framing. a. Please see attached structural calculations including the special inspections matrix. Public Works Department: Dave MacPherson 1. Provide a completed Public Works permit fee estimate sheet as part of this Building permit (or) separate Public Works permit. (For Public Works activities only including — domestic water backflow (RPPA w/HotBox), fire backflow (DCDVA), Storz adapter installed on the existing Fire Department Connection (FDC), and irrigation backflow (DCVA). (see PW Bulletin A2 enclosed) a. Please refer to the attached Bid provided by the contractor for underground work. 2. In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross -connection control program to protect the public water system from contamination via cross -connection. The City has determined that the HEATCON building has deficiencies on domestic, fire, and irrigation backflow devices; requiring the following upgrades. a. Please refer to the attached Bid provided by the contractor for underground work. a) Domestic Water Service A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the existing 1.5 -inch domestic JACKSON 1 MAIN ARCHITECTURE, P.S. 311 FIRST AVENUE S. SEATTLE, WA 98104 WWW.JACKSONMAIN.COM t 206.324.48001f 206.332.2875 City of Tukwila August 3, 2017 Page 2 water meter. Installation at another location requires approval by the Director of Public Works. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works recommends, but does not require, a power supply for the freeze protection enclosure. Please specify RPPA size, manufacturer, and model number on a plan sheet and submit a cut sheet for the proposed device. Show location of the new RPPA on a plan sheet. a. Please refer to the attached Bid provided by the contractor for underground work b) Landscape Irrigation The irrigation connection has a non -approved atmospheric vacuum breaker for backflow prevention. A (DCVA) backflow device shall be installed on the irrigation system. a. Please refer to the attached Bid provided by the contractor for underground work c) Fire Prevention The existing fire line connection has a non -testable single check valve assembly. A (DCDVA) backflow device shall be installed on the fire line system. a. Please refer to the attached Bid provided by the contractor for underground work. Install a Storz adapter on the existing Fire Department Connection (FDC). Respectfully, Adrianne Martin, LEED AP Jackson 1 Main Architecture PS June 20, 2017 City of Tukwila Department of Community Development ADRIANNE MARTIN 311 FIRST AVE SOUTH SEATTLE, WA 98104 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D17-0154 HEATCON - 600 ANDOVER PARK E Dear ADRIANNE MARTIN, 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 NOTE) PLAN SUBMITTALS: (Min. size 1 1x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "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) (BUILDING REVIEW NOTES) 1. Please provide a structural sheet with the engineer's details to include a table matrix of the specific required special inspections for this project with soils analysis for the footing, concrete and footing, grout, steel fabrication, epoxy anchors, bolting and framing. (IBC Chapter 17) PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. 1) Provide a completed Public Works permit fee estimate sheet as part of this Building permit (or) separate Public Works permit. (For Public Works activities only including — domestic water backflow (RPPA w/HotBox), fire backflow (DCDVA), Storz adapter installed on the existing Fire Department Connection (FDC), and irrigation backflow (DCVA). (see PW Bulletin A2 enclosed) 2) In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross -connection control program to protect the public water system from contamination via cross -connection. The City has determined that the HEATCON building has deficiencies on domestic, fire, and irrigation backflow devices; requiring the following upgrades. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 a) Domestic WaterTervice A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the existing 1.5 -inch domestic water meter. Installation at another location requires approval by the Director of Public Works. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works recommends, but does not require, a power supply for the freeze protection enclosure. Please specify RPPA size, manufacturer, and model number on a plan sheet and submit a cut sheet for the proposed device. Show location of the new RPPA on a plan sheet. b) Landscape Irrigation The irrigation connection has a non -approved atmospheric vacuum breaker for backflow prevention. A (DCVA) backflow device shall be installed on the irrigation system. c) Fire Prevention The existing fire line connection has a non -testable single check valve assembly. A (DCDVA) backflow device shall be installed on the fire line system. Install a Storz adapter on the existing Fire Department Connection (FDC). As I have enclosed Public Works Bulletin C5 (design and installation requirements for cross connection control), which spells out design and installation requirements for cross connection control. The Public Works Director will withhold issuance of this Tenant Improvement permit until the backflow issues are resolved (or) the Permit Center receives plans for the subject backflow items. Applicant can post a bond for these items in the amount equal to 150% of the design, installation, and testing cost of required backflows together with a letter from the Owner of the Building, stating the installation will be completed by a certain date. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, •-•=2zit r? -6,1 Bill Rambo Permit Technician File No. D17-0154 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 COORD COPS � PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0154 PROJECT NAME: HEATCON SITE ADDRESS: 600 ANDOVER PARK E Original Plan Submittal Response to Correction Letter # DATE: 09/29/17 Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: 41° 10-3-17 Building Division 11111 Irubrc Works AsM A—f' t0if-3 i 7 Fire Prevention Structural N/A— (0-10-17 Planning Division 111 Permit Coordinator a PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 10/03/17 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required rs/ (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 10/31/17 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 HERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0154 DATE: 08/07/17 PROJECT NAME: HEATCON SITE ADDRESS: 600 ANDOVER PARK E Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: A -s IOC -17 Building Division 1(1 itto P'ublic Works Fire Prevention Structural Planning Division ❑ Permit Coordinator n PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 08/08/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 09/05/17 ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 ERMIT COORD COPY: 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0154 DATE: 06/06/17 PROJECT NAME: HEATCON SITE ADDRESS: 600 ANDOVER PARK E X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: C, Q (1/4`37 AIN( (`D-17 I,4 1;. 4i lo -4'1`7 Building Division .Public Works Z ( 111-4-1 Fire Prevention 1. Planning Division Structural ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 06/08/17 Structural Review Required REVIEWER'S INITIALS: DATE: 111 APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 07/06/17 ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) n Notation: REVIEW.ER'S INITIALS: DATE: Permit Center Use Only ,� CORRECTION LETTER MAILED: b.- Departments issued corrections: Bldg i' Fire 0 Ping 0 PW Staff Initials: 12/18/2013 PROJECT NAME: SITE ADDRESS: 006 ., ,t v A)ov(t g PERMIT NO: 0 b I) - ORIGINAL ISSUE DATE: 8-�N(7 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITIALS 1-1-7 -eGtSt Received by: Summary of Revision: rscu k c,� AA d r ,-S 4 , Received byA 40& L ; 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) Date: 09/29/2017 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: 017-0154 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 4 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name:HeatCon Tenant Improvement Project Address: 600 Andover Park East Contact Person: Adrianne Martin Phone Number: 206-324-4800 Summary of Revision: Owner requested revision of ramp with addition of stairs at East entry. RECEIVED SEP 2 9 2017 PERMIT CENTER Sheet Number(s): A2.00 and A5.21 "Cloud" or highlight all areas of revision including date of rev Received at the City of Tukwila Permit Center by: • Entered in TRAKiT on 9-)M- i 7 W:\Permit Center \ Templates \Pomn\Revision Submittal Form.doc Revised: August 2015 7'?.( Date: 08/03/2017 0 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan ChecWPermit Number: D17-0154 Response to Incomplete Letter # 4 tA Response to Correction Letter # I ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: HeatCon Tenant Improvement Project Address: 600 Andover Park East Contact Person: Adrianne Martin Phone Number: 206-324-4800 Summary of Revision: Addition of structural special inspections matrix to strucutral calculations and bid for backflow preventer work per corrections letter #1 RECEIVF® CITY OF TUKWILA Sheet Number(s): AUG 0 4 2017 "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' W:\Permit Center \Templates\Forms\Revision Submittal Form.doc Revised: August 2015 NWT CENTER JOHNSON TENANT IMPROVEMF\TT INC Home Espanol Contact 0 Search L&I Page 1 of 2 A -Z Index Help My L,&I Safety & Health Claims & Insurance Workplace Rights Trades & Licensing Washington State Department of 1JLabor & Industries JOHNSON TENANT IMPROVEMENT INC Owner or tradesperson Principals JOHNSON-WOLSEY, WILLIAM STERLI, PRESIDENT Doing business as JOHNSON TENANT IMPROVEMENT INC WA UBI No. 601 223 621 PO BOX 1149 BOTHELL, WA 98041-1149 425-486-2442 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. JOHNSTI092PA Effective --- expiration 10/01/1991— 03/10/2018 Bond CBIC Bond account no. SA6988 $12,000.00 Received by L&I Effective date 10/05/2001 10/02/2001 Expiration date Until Canceled Insurance ........... American Fire & Casualty Co $1,000,000.00 Policy no. BLA52999023 Received by L&I Effective date 09/26/2016 10/02/2013 Expiration date 10/02/2017 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 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601223621 &LIC=JOHNSTIO92PA&SAW= 8/21/2017 JOHNSON TENANT IMPROVEMENT INC No license violations during the previous 6 7 -eriod. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 573,463-00 ........... .................. Doing business as JOHNSON TENANT IMPROVEMENTS Estimated workers reported Quarter 2 of Year 2017 "4 to 6 Workers" L&I account contact T5 / JAVIER PAREDES (360)902-4639 - Email: PAJB235@Ini.wa.gov Account is current. 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 No inspections during the previous 6 year period. Page 2 of 2 ©Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601223621&LIC=JOHNSTIO92PA&SAW= 8/21/2017 HEATCON TENANT IMPROVEMENT 600 ANDOVER PARK E. TUKWILA, WA SHEET INDEX: ARCHITECTURAL COVER SHEET ARCHITECTURAL A0.01 FLOOR DEMOLITION PLAN - LEVEL 01 A2.00 FLOOR PLAN - LEVEL 01 A5.01 . ENLARGED PLANS A5.21 INTERIOR ELEVATIONS A7.00 INTERIOR DETAILS STRUCTURAL S1.01 STRUCTURAL MATRIX 8 ENERGY CODE: Pe it No. 1l- Q IS. Lt. Pian review approval la Approval of canBtructian the via of of approved NUMBER REFERENCE GRID LINES LETTER SECTION 1 \1.0 SHEET rVIEW/ELEVATION SHEET WALL SECTION. NUMBER OR LETTER SEE WALL ASSEMBLY SHEET FOR MORE INFORMATION NUMBER INTERIOR ELEVATION REFERENCE EXTERIOR ELEVATION REFERENCE SHEET DOOR TAG WINDOW / RELITE TAG JMA - WALL TAG REVISION TAG FIRE EXTINGUISHER EXIT LIGHTING EGRESS ARROW AND OCCUPANT LOAD EXITING ADJACENT BLDG **NOTE: THIS SPACE IS EXISTING. WORK TO BE DONE WITHIN EXISTING CONDITIONED ENVELOPE. NO ADDITIONS TO CONDITIONED SPACE. GOVERNING ENERGY CODE: 2015 WASHINGTON ENERGY CODE COMPONENT PATH BUILDING SPACE TYPE HEAT IS "OTHER" (ALL OTHERS INCLUDING HEAT PUMPS AND VARIABLE AIR VOLUME.) ELECTRIC RESISTANCE; HEATING NOT ALLOWED REQUIRED INSULATION VALUES FOR CONDITIONED SPACES - CLIMATE ZONE 1 Br Date: EGRESS DIRECTION PATH OF TRAVEL AREA OF WORK, THIS PERMIT HEATCON 600 ANDOVER PARK E \\\\\\\\\\\\ SHEET SHEET 101 150 SFS ROOM NUMBER AREA CALL OUT DETAIL REFERENCE NORTH ARROW DATUM TAG ROOM TAG CENTER LINE BREAK LINE CLOUD REVISION CLOUD DELTA VICINITY MAP 4t0SITE PLAN 1" i'=40'- " = 40'-0" PROJECT NORTH 9/29/2017 10:19:56 AM OWNER: ARCHITECT: \:_.. SITE LEGAL DESCRIPTION: ROOF OVER CEILING TILES - BUILDING ROOF (NO ATTIC) OPAQUE WALLS METAL FRAMING WOOD FRAMING & OTHER OPAQUE DOORS (INSULATED MTL) FLOOR OVER UNCONDITIONED SPACE SLAB -ON -GRADE VERTICAL GLAZING EXISTING EXISTING EXISTING EXISTING EXISTING N/A EXISTING EXISTING PROVIDE OCCUPANCY SENSOR AT ALL LOCATIONS WHERE REQ. BY WSEC SECTION C405.2. PROVIDE AUTOMATIC CONTROLS TO TURN OFF LIGHTS DURING UNOCCUPIED HOURS AS REQUIRED BY WSEC SECTIONS C405.2 LIGHTING: ALL AREAS ENCLOSED BY WALLS OR FULL HEIGHT PARTITIONS REQUIRED AT LEAST ONE MANUAL CONTROL FOR LIGHTING. EACH AREA REQUIRED TO HAVE MANUAL CONTROLS SHALL ALSO HAVE A CONTROL TO REDUCE LIGHTING BY 50% IN A REASONABLE UNIFORM ILLUMINATION PATTERN, OR PROVIDE AN OCCUPANCY SENSOR DEVICE. OCCUPANCY SENSORS ARE REQUIRED IN ALL INDIVIDUAL TENANT SPACES, JANITOR ROOMS, STORAGE ROOMS, AND ANY ROOM 300 SQUARE FEET OR LESS ENCLOSED BY FULL HEIGHT WALLS. THE SENSORS SHALL TURN OFF THE LIGHT WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE. SEPARATE PERMIT REQUIRED FOR: t ' ie chanical ilectrtcal plumbing I ' as Piping City of Tukwila BUIW__D!,NG DIVISION SITE & BUILDING INFORMATION: GENERAL NOTES: City of Tuhifiia BUILDING DIVISION JACKSON MAIN 4RCHITE TURE UNLESS OTHERWISE NOTED, ALL MATERIAL AND DESIGN SPECIFICATIONS CITED HEREIN SHALL CONFORM TO THE MOST RECENT BUILDING CODE. THESE ARCHITECTURAL NOTES ARE A SUPPLEMENT TO THE PROJECT SPECIFICATIONS. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS, THESE NOTES, AND ANY SITE CONDITIONS SHALL BE REPORTED IN A TIMELY MANNER AND IN WRITING TO THE ARCHITECT WHO SHALL CLARIFY ANY DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS SHOWN ON DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE ARCHITECTURAL DRAWINGS REPRESENT THE DESIGN INTENT AND ARE NOT INTENDED TO INDICATE THE MEANS AND METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCING, AND SAFETY REQUIRED FOR THIS PROJECT. ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE THE SAME TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS SUBJECT TO REVIEW BY THE ARCHITECT. ALL PRODUCTS AND MATERIALS BEING PROVIDED BY THE CONTRACTOR SHALL BE APPLIED, PLACED, ERECTED OR INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. THESE DOCUMENTS CONTAIN NOTES THAT MAY APPLY GENERALLY TO ALL DESIGN ELEMENTS, SPECIFICALLY TO ONE SHEET, OR SPECIFICALLY TO ONE OR MORE DESIGN ELEMENTS. THE NOTES ARE NOT MERE GUIDELINES, THEY ARE PART AND PARCEL OF THE DESIGN. ANY WORK THAT IS PERFORMED THAT IS NOT IN COMPLIANCE WITH THE NOTES IS NOT IN COMPLIANCE WITH THE DESIGN AND IS SUBJECT TO REJECTION. ANY ALTERATION, MODIFICATION, DELETION, OR ADDITION TO THE NOTES BY WRITING, ACT OR FAILURE TO ACT, SHALL BE CARRIED OUT ONLY WITH THE PRIOR EXPRESS WRITTEN CONSENT AND APPROVAL OF THE ARCHITECT. OCCUPANT LOAD: • PEFiTABLE 1004.12 OF THE INTERNATIONAL BUILDING CODE FIRST FLOOR TENANT SPACE: WAREHOUSE STORAGE MEZZ. MAIN FLOOR 18,498 SF @500 SF / OCCUPANT OCCUPANT LOAD = 37 1,718 SF @500 SF / OCCUPANT OCCUPANT, LOAD = 4 MEZZ. OFFICE TOTAL OCCUPANT LOAD = TOTAL EXITS REQUIRED= TOTAL EXITS PROVIDED= 3,293 SF @1.00 SF / OCCUPANT OCCUPANT LOAD = 33 3,749 SF @100 SF / OCCUPANT OCCUPANT LOAD = 40 PLUMBING FIXTURES: 114 2 5 REVIEWED FOR CODE COMVIPLIANCE APPROVED tl� OCT 11 2011 U/1 City of Tukwila BIO 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 ® WW.JACKSONMAIN.COM1 POR NE 1/4 OF SE 1/4 BEG SW COR TR B ANDOVER INDUSTRIAL PARK # 5 TH S 01-47-28 W 395 FT TO TPOB TH S 88-12-32 E 297 FT TH S 01-47-28 W 150 FT TH N 88-12-32 W 297 FT TH N 01-47-28 E 150 FT TO POB LESS UP RR OPER R/W PROJECT SCOPE: DEMOLITION OF EXISTING MAIN FLOOR RESTROOMS. INTSTALL NEW BREAK ROOM WITH KITCHENETTE AND TWO (2) NEW MULTI -OCCUPANT ACCESSIBLE RESTROOMS TO MEET CURRENT CODE REQUIREMENTS. ALL WORK TO BE DONE WITHIN EXISTING CONDITIONED SPACE. SEPARATE SUBMITTALS: CONTRACTOR TO SUBMIT FOR AND OBTAIN PERMITS FOR ALL SERARATE WORK INCLUDING: ELECTRICAL PLUMBING MECHANICAL FIRE SPRINKLERS BUILDING AREAS: OVERALL BUILDING AREAS: INTERNATIONAL BUILDING CODE EXTERIOR FOOTPRINT FULL BUILDING OFFICE - OFFICE MEZZANINE - STORAGE MEZZANINE - WAREHOUSE (S -1) - AREA OF WORK THIS PERMIT - STRUCTURAL ENGINEER: 21,791 SF 3,293 SF 3,749 SF 1,718 SF 18,498 SF 1,640SF TAXPAYER - TAX PARCEL NUMBER - PROJECT ADDRESS - GOVERNING BUILDING CODE - BUILDING CODE GOVERNING ZONING CODE - SITE STATISTICS ZONE- SITE AREA - ALLOWABLE LOT COVERAGE REQUIRED SETBACKS - FRONT - SIDE (INTERIOR) SIDE (STREET) REAR ALLOWABLE FAR - ACTUAL FAR - BUILDING STATISTICS: ALLOWABLE HEIGHT - ACTUAL HEIGHT - CONSTRUCTION TYPE - EXISTING OCCUPANCY TYPE HOWARD V BANASKY 600 ANDOVER PARK E TUKWILA, WA 98188 262304-9100 600 ANDOVER PARK E TUKWILA, WA 98188 2015 INTERNATIONAL W/ WASHINGTON STATE AMENDMENTS TUKWILA ZONING CODE EXISTING (C) EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING (NO CHANGE) IIIB S-1, B PLUMBING FIXTURE CALCS CODE REFERENCE: 2015 IBC TABLE 2902.1 - MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES BUSINESS OCCUPANCY: AREA: 7,042 SF OCCUPANCY LOAD FACTOR: 1:100 OCCUPANCY LOAD: 7,042/100= 70 WAREHOUSE OCCUPANCY: AREA: 20,216 SF OCCUPANCY LOAD FACTOR: 1:500 OCCUPANCY: 20,216/500= 40 WATER CLOSET: OFFICE (B) = 1 PER 25 : 70/25 = 2.8 WAREHOUSE = 1.PER 100 = 40/100 = 0.40 TOTAL FIXTURES REQUIRED = 3.2 (1.6 MALE / 1.6 FEMALE) TOTAL FIXTURES PROVIDED = 5 FEMALE TOILETS / 3 MALE TOILETS 3 URINALS HOWARD BANANSKY 600 ANDOVER PARK EAST TUKWILA, WA 98188 PHONE: 206.575.1333 FAX: 206.575.0856 CONTACT: HOWARD BANANSKY JACKSON 1 MAIN ARCHITECTURE P.S. 311 1ST AVE. S. SEATTLE WA 98104 PHONE: (206) 324 4800 FAX: (206) 322 2875 CONTACT: GREGG PERCICH STRUCTURAL PHIL 7675 NAHAHUM CANYON ROAD CASHMERE, WA 98815 PHONE: (509)881-0824 FAX: ? CONTACT: PHIL VAN HEYNINGEN REVISIONS No changes shall be made to the scope of'vorlc without prior approval of Tcf wila Building Division. NOTE: Revisions will require a naw plan submitt 1 and may include additional plan review tees. CITY OF TUKWILA SEP 2 9 2011 PERMIT CENTER DESCRIPTION REVISIONS REVISIONS 2 OWNER REVISIONS 3 Z 1— N c) w Q 0 1 08/04/2017 1 08/23/2017 1 09/28/2017 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: 16152.00 AM ADG GP COVER SHEET G0.00 JACKSON 1 MAIN ARCHITECTURE P.S. © 2015 \\jma-dc\01\1. Projects\2016\16152 - Heatcon Bldg 60012-Production\3-Drafting\Heatco 9/29/2017 10:19:53 AM 20' - 4" (3) DEMO PORTION OF EXIST. STOREFRONT TO ALLOW FOR NEW PAIR OF DOORS EXISTING RISER EXISITING KITCHENETTE TO REMAIN EXISITING URINALS TO REMAIN EXISITING URINALS TO BE REMOVED E EXISTING DOOR AND WINDOW TO BE REMI PATCH OR REPAIR A[ SURFACES AS REQ. EXISTING STAIR TO REMAIN 20'-0" EXISITING LAVATORIES & COUNTER TO REMAIN ALL DASHED WALLS, DOORS & FIXTURES TO BE REMOVED. PATCH OR REPAIR ADJ. SURFACES AS REQ. 20'-0" 191' - 20'-0" r;, EXTENT OF EXIST. STORAGE MEZZANINE ABOVE. (NO WORK) L CJ n0 0 20'-0" - 20'-0" 1_L \ 1 1 1- i �.r J' PROJECT NORTH .A1 DEMOLITION PLAN 118" =1'-0" 20'-0" LEGEND —EXISTING 4—NEW 4" 0—NEW 6" NEW FENCE X EXISTING WALLS TO REMAIN EXISTING 4" WALL INFILL. WALL CAVITY TO BE FILLED W/ INSUL. AT INFILL AS REQ. PER 2015 WSEC. PROVIDE R-15 AT 2X4 WALLS. EXISTING 6" WALL INFILL. WALL CAVITY TO BE FILLED W/ INSUL. AT INFILL AS REQ. PER 2015 WSEC. PROVIDE R-15 AT 2X6 WALLS. NEW FENCE 20'-0" VIEWED FOR E COMPLIANCE APPROVED OCT 11 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA irti SEP 2 9 2011 PERMIT CENTER JACKSON MAIN ARCHITE TURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 ® WW.JACKSONMAIN.COM, f'"5:3:.'•� N [ LED iCi iITECT 0004879 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: 16152.00 AM ADG GP FLOOR ,...a DEMOLITION PLAN - LEVEL 01 A0.01 JACKSON 1 MAIN ARCHITECTURE P.S. © 2015 co 0 C) c 8 a) rn c 0 c 0 U -o a 0 0 (0 rn 2 8 raw 2 9/29/2017 10:19:54 AM 30'-10" 20'-0" 191'-2" 20'-0" 20'-0" 20' - 0" 20'-0" LEGEND 4 --EXISTING .—NEW 4" NEW FENCE EXISTING WALLS TO REMAIN EXISTING 4" WALL INFILL. WALL CAVITY TO BE. FILLED W/ INSUL. AT INFILL AS REQ. PER 2015 WSEC. PROVIDE R-15 AT 2X4 WALLS. EXISTING 6" WALL INFILL. WALL CAVITY TO BE FILLED W/ INSUL. AT INFILL AS REQ. PER 2015 WSEC. PROVIDE R-15 AT 2X6 WALLS. X X X X NEW FENCE 20'-0" �..11_ 4-2- 111 - d• • EXISTING RISER .. NEW GALVANIZED CHAIN: _LIN}CEENCE 10 8'-0" AFF 3'-0" X 7'-0" WALK GATE PER MANUFACTURER. OPEN OFFICE MEZZANINE ABOVE WAREHOUSE 111 NO WORK W2 EXISTING OFFICE. NO WORK THIS PERMIT T n ELEC./ Ti° C 7 JANITOR OPEN OFFICE WAREHOUSE WAREHOUSE NEW STAIR 110 112 NO WORK NO WORK ENTRYE ' ;OFFICE \J1 EXISTING ROLL -UP DOOR, TYP. REVIEWED FOR CODE COMPLIANCE APPROVED A r - QJ....�. . a PROJECT NORTH •..(1121' FLOOR PLAN LEVEL 01 1/8" =1'-0" OCT 11 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 2 9 2017 PERMIT CENTER JACKSON j MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 ® WW.JACKSONMAIN.COMi w r^ ( ) 0 0 U 2u) O 2 O w F— < < v) W >- 1 VJ z w� Z W W W o> al o 0 Q '8 < < W 2 p z 0 F- a. ri0 cow 0 REVISIONS REVISIONS 2 OWNER REVISIONS 3 I 0 z w Q 0 1 08/04/2017 i 1 1 08/23/2017 2 1 09/28/2017 I 3 (STEREO ARCHITECT ooNern PROJECT NO.: 16152.00 PROJECT MGR.: AM DRAWN BY: ADG CHECKED BY: GP FLOOR PLAN LEVEL 01 A2.00 JACKSON 1 MAIN ARCHITECTURE P.S. © 2015 0 -o 115 -61 (0 0) c 8 0 0 <0 -0 c 0 c.) co c\I tr) co a) a. co EXISTING ACT CEILING TO REMAIN, REPLACE TILES AS REQUIRED, TYP. NEW GWB CEILING TO MATCH EXISTING GWB CEILING TO REMAIL, PATCH AND REPAIR AS REQUIRED, TYP. NEW ACT CEILING TO MATCH. PATCH INTO EXISTING. NEW GLULAM BEAM, SEE 7/A7.00 -7, — -II-7- • • ...........aaaaLaa,alaaa' • ( 1 - a NOTE: ALL ALL LIGHTS TO REMAIN. REPLACE BULBS AS REQ. ‘•—• •••• • FILL IN CEILING WHERE. WALL PASSED THROUGH PATCH AS REQ. EXISTING ACT CEILING @ 8'-6" TO REMAIN REPLACE .TILES AS REQ. NEW 2 TUBE FLOURESCENT SURFACE MTD. FIXTURES AS INDICATED. EXISTING ACT CEILING @ 8'-6" TO REMAIN REPLACE TILES AS REQ., TYP. L I_1 I EXISTING LIGHTING TO REMAIN, NO WORK. • .• .. : ' i i . : . : .• . .• : . .• . . : .• . : . : . — ; I . . • I i t : • • : 9/29/2017 10:19:55 AM • PROJECT NORTH MAIN FLOOR CEILING PLAN 1/8" EXISTING OFFICE (NO WORK THIS PERMIT) (1) HALLWAY 208 JANITOR 206 CLOSET 204 MEN'S 203 C3) 111' - 2" 30'- 10" 20' - 4" 20' - 0" 20' - 0" 20' - 0" OFFICE 210 / / • OPEN/ OFFICE 211 Ij EXISTING OFFICE MEZZ. TO REMAIN, NO WORK THIS PERMIT. - 4 • OPEN TO BELOW ' EXISTING STORAGE MEZZ. TO REMAIN, NO WORK. F‘i 209 OFICE / 215 ADIER // d RbOF/ ' / / • • // /STORAGE • 212 / /WOMEN'S / / F ( , //•/— 205 2135,k.)/ 205 - 1--- , 1.0 A I / / / /Tri - (203/0)(c( 203 ) :OFFICE/ 202 / 0 0 / / / /OPEN /OFFICE/ 201 / PPEN/ / OFFICE // 213 .11 FIRE HOSE OPEN TO BELOW MEZZANINE PLAN - NO WORK THIS PERMIT CDOI FOR REFERENCE ONLY 1/8" = PROJECT NORTH OPEN//•/// OFFICE / • / 214 ' / J C*4 0 0 0) • A E REVIEWED FOR CODE COMPLIANCE APPROVED ti%70131 OCT 1 1 2017 City of Tukwila BUILDING DIVISION • RECEIVED CITY OF TUKWILA SEP 2 9 2017 PERMIT CENTER JACKSON1 MAIN ARCH 1TEuTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 rWWW.JACKSONMAIN.COM DESCRIPTION REVISIONS REVISIONS 2 OWNER REVISIONS 3 • .o 1 08/04/2017 1 1 1 08/23/2017 i 2 < N .11 FIRE HOSE OPEN TO BELOW MEZZANINE PLAN - NO WORK THIS PERMIT CDOI FOR REFERENCE ONLY 1/8" = PROJECT NORTH OPEN//•/// OFFICE / • / 214 ' / J C*4 0 0 0) • A E REVIEWED FOR CODE COMPLIANCE APPROVED ti%70131 OCT 1 1 2017 City of Tukwila BUILDING DIVISION • RECEIVED CITY OF TUKWILA SEP 2 9 2017 PERMIT CENTER JACKSON1 MAIN ARCH 1TEuTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 rWWW.JACKSONMAIN.COM DESCRIPTION REVISIONS REVISIONS 2 OWNER REVISIONS 3 • .o 1 08/04/2017 1 1 1 08/23/2017 i 2 t•-• O c.) 0 c\I co o ,;-:,-- 1"S-FGr-ii altD \ ARCHITECT , 134679 PROJECT NO.: 16152.00 PROJECT MGR.: • AM DRAWN BY: ADG CHECKED BY: GP ENLARGED PLANS A5001 JACKSON 1 MAIN ARCHITECTURE P.S. © 2015 MOISTURE RESISTANT GYP. BOARD GEILING & WALLS, PAINTED Bldg 600\2-Production\3-Drafting\Heatco jects\2016\16152 - Heatco t0 E PLAM WAINSTCOT, WET WALLS ONLY. UP TO 5'-O TYP. 1 1/4" DIA BRUSHED S.S. GRAB BARS, TYP. 1 1/2" DIA SCHD. 40 STL PIPE RAILING W/ 6 INTERMEDIATE RAILINGS EQ. SPACED. 42" H. ABOVE RAMP. TYP. VERT. EQ. SPACED MAX 8'-0" OC. \ \ ect CO CHAMFER EDGES, TYP. RAMP 4" THINK MIN. (BROOM FINISH) REINFORCE SLAB WITH #3 @ 14" OC EA. WAY SUPPORTED @ MID -DEPTH OF SLAB • e O • to • ZO 11' - 0" 9/29/2017 10:19:56 AM PROJECT NOR H NEW HANDICAP URINAL CLEAR PAPER TOWEL DISP. / WASTE NEW MTL. STUD WALL TO MATCH EXIST. EXIST. TO REMAIN 5' - 2" CLEAR PAPER TOWEL NEW MTL. STUD WALL TO MATCH EXIST. NOTE: SEE ELEVATIONS FOR REMAINING FIXTURE DIMENSIONS 4006-t ENLARGED FLOOR PLAN - RR LEVEL 01 PROJECT NORTH 2" LAYER SAND OR CRUSHED ROCK GRAVEL EMBED PIPE 1'-0", TYP. GRADE OR ASHALT, SEE PLAN ONE @ 6" ABOVE FOOTING X 90 DEG, ALTERNATE DIRECTION OF HOOK IN FOOTING (2) #4 CONT. NOTES: 1. CONCRETE FOR SIDEWALKS TO BE F'c = 4,000 PSI AT 28 DAYS NO EXCEPTIONS. 2. AIR ENTRAINMENT REQUIRED FOR ALL CONCRETE EXPOSED TO FREEZE/ THAW ACTION. 3. SLAB CRACK CONTROL JOINTS AT 6'-0" OC MAXIMUM, TYPICAL. (2) #4 CONT., TOP OF WALL, INE EACH SODE OF RAIL POSTS WALL TO SLAB DOWELS: #4 BENT BARS - 30" HORIZ. LEG & 6" X 90 DEGREE HOOK OVER HORIZ BAR @ WALL CENTERLINE. 1-12" DIA. STL. PIPE RAIL, VERT. SET CONC. MIN 8" POURED CONC. STAIR 8, LANDING, PROVIDE #4 OF EACH TREAD & 6x6 -W2.9 x W2.9 W.W.M. IN , LANDING HANDRAIL TO EXTEND 12" MIN. BEYOND FIRST RISER, BOTH SIDES RETURN HANDRAIL BACK TO GUARDRAIL TYP. STAIR TREADS TYP. 11" STAIR RISERS AS REQUIRED NOT TO EXCEET 7" IN HEIGHT TYP. PROVIDE #4 BARS VERT. @ (7) STANDARD STAIR RAILING FIN. GRADE 6" COVED BASE INTEGRAL WITH FLOORING WOMEN S RESTROOM SOUTH ELEVATION NOTES: 1. INSTALL BLOCKING IN WALL AT ALL RECESSED AND SURFACE MOUNTED TOILET ACCESSORIES, TYP. 2. TOILET FLUSH CONTROL HANDLES SHALL BE MOUNTED FOR USE FROM THE WIDE SIDE OF THE STALL AND NOT MORE THAN 44" SECTION 604.6, TYP. MOISTURE RESISTANT GYP. BOARD GEILING & WALLS, PAINTED 1 1/4" DIA BRUSHED S.S. GRAB BARS, TYP. TOILET PAPER DISPENSER PER PLAN WOMEN'S RESTROOM VVEST ELEVATION PLASTIC LAMINATE WAINSCOT TO 4'-0" A.F.F. IN RESTROOM AT WET WALLS. 6" COVED BASE INTEGRAL WITH FLOORING MOISTURE RESISTANT GYP. BOARD GEILING & WALLS, PAINTED PLASTIC LAMINATE IN RESTROOM AT WET WALLS. 6" COVED BASE INTEGRAL WITH FLOORING C1/4" = 1'-0" MEN S RESTROIVI NORTH ELEVATION MOISTURE RESISTANT GYP. BOARD GEILING & WALLS, PAINTED PLATE GLASS MIRROR TO 7'-0" A.F.F. W/BOTTOM EDGE AT 40" A.F.F. MAX, FULL WIDTH OF COUNTERTOP. PAPER TOWEL DISPENSER. MOUNT AT 40" A.F.F. TO OPERATING CONTROL, WITH MAX REACH DEPTH NOT TO EXCEED 5", PER ANSI 606.7. WRAP HW AND DRAIN PIPE WITH INSULATION TO PROTECT AGAINST CONTACT 4 PLASTIC LAMINATE WAINSCOT TO 51-0" A.F.F. IN RESTROOM AT WET WALLS. PLAM WAINSTCOT, WET WALLS ONLY. PLASTIC LAMINATE WAINSCOT TO 41-0" A.F.F. IN RESTROOM AT WET WALLS. NOTES: 1. INSTALL BLOCKING IN WALL AT ALL RECESSED AND SURFACE MOUNTED TOILET ACCESSORIES, TYP. 2. TOILET FLUSH CONTROL HANDLES SHALL BE MOUNTED FOR USE FROM THE WIDE SIDE OF THE STALL AND NOT MORE THAN 44" SECTION 604.6, TYP. 1 1/4" DIA BRUSHED S.S. GRAB BARS, TYP. 6" COVED BASE INTEGRAL WITH FLOORING PLASTIC LAMINATE PER FINISH STANDARDS, ALL SURFACES PROVIDE FILLER OR FINISHED SIDE AS REQ. ZD SINK NO BASE UNDER SINK TO PROVIDE WHEELCHAIR ACCESS 9' - 0" , \ / 'OWNER REVISIONS 3 , 0 CO w o ,ini,„.1A if 1 DATE NO. BREAK ROOM ELEVATION ADJUSTABLE SHELVES, TYP. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 1 1 2017 City of Tukwila BUILDING DIVISION NOTE. FIELD VERIFY SIZE OF BREAKROOM PRIOR TO CASEWORK FABRICATION 24" DEEP COUNTER 4" INTERGRAL PLAM SPLASH 01Sq RECEIVED CITY OF TUKWILA SEP 2 9 1011 PERMIT CENTER JACKSON MAIN ARCHITEuTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 981 04 t 206.324.4800 1 0 0 w LLI Z Lu 0 ct LU M (19 0 n. REVISIONS REVISIONS 2 'OWNER REVISIONS 3 0 CO w o 1 DATE NO. 08/04/2017 1 VI CO OD 0 tIEZREil Cowan ,P.SS GG fiC 00 Ai.,tzsil..;,,,A; .,_, 0 PROJECT NO.: 16152.00 PROJECT MGR.: DESIGNER DRAWN BY: DRAFTER CHECKED BY: PROJECT AOR INTERIOR ELEVATIONS A5.21 JACKSON 1 MAIN ARCHITECTURE P.S. © 2015 a) S 0 c�h 0 2 a 0 0 CD 0) CO 8 a) CO a) 9/29/2017 10:19:56 AM 101A 3' - 0" 7' - 0" OWNER REVISIONS 3 FRAME TYPE COMMENTS NO. WIDTH HEIGHT TYPE MATERIAL 101A 3' - 0" 7' - 0" OWNER REVISIONS 3 FRAME TYPE EXISTING TO REMAIN 104 3' - 0" 7' - 0" TYPE MATERIAL r - N. 0 ao 0 EXISTING TO REMAIN 105 3' - 3 3/4" 7' -1 1/4" EXISTING TO REMAIN 105A 3' - 0" 7' - 0" EXISTING TO REMAIN 106 3' - 0" 7' - 0" EXISTING TO REMAIN 107 3' - 0" 7' - 0" EXISTING TO REMAIN 108 3' - 0" 7' - 0" EXISTING TO REMAIN 108A 31- 0" 7' - 0" A WOOD TIMELY EXISTING TO REMAIN 108B 2' - 0" 7' - 0" EXISTING TO REMAIN 110A 14' - 0" 14' - 0" EXISTING TO REMAIN EXISTING 18'-0" REPLACE EXISTING GLAZING. WITH NEW PAIR OF STOREFRONT DOORS; TO MATCH EXISTING. 1 } STORE FRONT ELEVATION 1/4" =1'-0" 1108 3' - 0" 7' - 0" OWNER REVISIONS 3 FRAME TYPE COMMENTS NO. WIDTH HEIGHT TYPE MATERIAL 1108 3' - 0" 7' - 0" OWNER REVISIONS 3 EXISTING TO REMAIN 110C 3' - 0" . 7' - 0" J` O z w0 g 0 r - N. 0 ao 0 EXISTING TO REMAIN 111 3'-0" 7'-0" EXISTING TO REMAIN 111A 3' - 0" 7' - 0" EXISTING TO REMAIN 111B 14' - 0" 14' - 0" EXISTING TO REMAIN 111C 14' - 0" 14' - 0" _ EXISTING TO REMAIN 112 3' - 0" 7' - 0" EXISTING TO REMAIN 113 ' 2' - 6" 7' - 0" A WOOD TIMELY SEE DETAIL 8/A7.00 115 2'-6" 7'-0" 116 2'-6" 7'-0". 202 3' - 0" 7' - 0" EXISTING TO REMAIN 203 2' - 6" . 7' - 0" EXISTING TO REMAIN 203A 2' - 6" 7' - 0" EXISTING TO REMAIN 204 2' - 6" 71- 0" EXISTING TO REMAIN 205 2' - 6" 7' - 0" EXISTING TO REMAIN 205A 2' - 6" 7' - 0" EXISTING TO REMAIN 206 2' - 6" 7' - 0" EXISTING TO REMAIN 209 2' - 6" 7' - 0" EXISTING TO REMAIN 210 2' - 6" 7' - 0" EXISTING TO REMAIN 212. 3' - 0" 7' - 0" EXISTING TO REMAIN 215 3' - 0" . 7' - 0" EXISTING TO REMAIN PLASTIC LAMINATE FINISH ON 3/4" PLYWOOD ON DOORS, DRAWER FRONTS, SIDES, & TOP, MELAMINE INTERIOR. 4" KICK SPACE W/ STAINLESS STEEL PER FINISH STANDARDS FINISH FLOOR (4.- TOE KICK DETAIL 3" =1'-0" RESTROOM NOTES: 1. FOR PLUMBING FIXTURE LOCATIONS, REFER TO ENLARGED PLANS 2. INSTALL BLKG. IN WALL AT ALL RECESSED AND SURFACE MOUNTED TOILET ACCESSORIES. 3. FLOOR FINISH TO BE PER SCHEDULE AND SPECIFICATIONS 4. INSULATE HOT WATER AND DRAIN LINES OF WHEELCHAIR ACCESSIBLE LAVATORIES. 5. REFER TO DETAIL THIS SHEET FOR STANDARD MOUNTING HEIGHTS OF FIXTURES 6. URINAL SCREEN NOT TO EXTEND BEYOND FRONT EDGE OF URINAL RIM. 7. TOILET STALL PLAN MAY BE OPPOSITE HAND. REFER TO ENLARGED PLANS FOR CONFIG. 8. MOUNT ADA DRINKING FOUNTAIN WITH SPOUT NO MORE THAN 36" AFF 9. FULL HEIGHT CERAMIC TILE WAINSCOT PER SPEC & ROLL NOTE: PROVIDE PLAM ON ALL EXPOSED SIDES INCLUDING SIDE & BACK SPLASHES & FASCIA. \ CV 6" 1'-8" b CV el) COUNTER DETAIL MIRROR. EXTEND FLUSH TO BACKSPLASH. COVED INSIDE CORNER. SEE DETAIL 2/A7.00 PLAM ON 44" PLYWOOD TO MATCH EXISTING TYP ALL EXPOSED SURFACES SELF -RIMMING LAVATORY 2" BULLNOSE EDGE. SEE DETAIL 2/A7.00 2x4 FASCIA 2X4 AT EACH FLAT BAR SUPPORT F.B. 1/4" X 2" W/ (3)1/4" DIA. X 1-1/2" LAG SCREWS TO 2X4 @ COUNTER & (4)1/2" DIA. M.B. THRU STUDS LOCATE F.B. SUPPORTS @ 3'-0" O.C. MAX. INSULATE DRAIN PIPE & WATER SUPPLY PROVIDE 2X BLOCKING @ EXISTING STUDS C) SNDL TPD LAV SCD/ADA STD MOUNTING HEIGHTS 1/2" =1'-0" // // // // // 1'-0 2-0 7, 1 GRAB BAR ADJUST. STDS. W/ MELAMINE SHELVES. 114" MELAMINE PANEL. 44" PLASTIC LAMINATE DOORS, TYP. PARTITION MIRROR WC/ADA WC PRE -MANUFACTURED PLAM COUNTER WITH INTEGRAL BACKSPLASH & BULLNOSE FRONT EDGE. REFER TO A1.4 FOR FINISH STANDARDS /7 7 / / // / // / PLY DRAWER BOX W/ MELAMINE BOTTOM. 14' MELAMINE. PLASTIC LAMINATE FINISH ON 14" PLYWOOD ON DOORS, DRAWER FRONTS, SIDES, & TOP. MELAMINE INTERIOR. ✓ / ADJUST. STDS. W/ MELAMINE SHELVES. 4" KICK SPACE W/ STAINLESS STEEL PER FINISH STANDARDS. FINISH FLOOR 6 TYP. CASEWORK DETAIL TOILET ACCESSORY ABBREVIATIONS ADA AP CH DF GB MIR MRGWB PTD SCD EASED EDGE AMERICANS WITH DISABILITIES ACT ACCESS PANEL COAT HOOK DRINKING FOUNTAIN GRAB BAR (GB1=36" LONG, GB2=42" LONG) MIRROR MOISTURE RESISTANT GWB - 5/8" THICK PAPER TOWEL DISPENSER TOILET SEAT COVER DISPENSER 3/4" PLY. SPLASH COVED INSIDE CORNER UR/ADA SD SND SNDL STS TPD TPTN URSCR WC WR UR SOAP DISPENSER SANITARY NAPKIN DISPENSER SANITARY NAPKIN DISPOSAL STANDARD TOILET STALL TOILET PAPER DISPENSER TOILET PARTITION URINAL SCREEN WATER CLOSET WASTE RECEPTACLE. PROVIDE CAULK AT TOP OF BACKSPLASH, TYP. PLAM COUNTER FINISH PER FINISH STANDARDS. 3/4" PLY. COUNTER TOP 3/4" PLY. FACIA OR DRAWER COVE AND EDGE DETAIL " =1,-0" EVISI$N 2'-0" BULLNOSE EDGE. REVIEWED FOR COD COMPLIANCE Af PROVE �1 OCT 11 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 2 9 2017 PERMIT CENTER PRE -MANUFACTURED PLAM COUNTER W/ INTEGRAL BACKSPLASH & BULLNOSE FRONT EDGE, SEE DETAIL 2/A7.0 SINK 14" PLYWOOD PLASTIC LAMINATE FINISH ON 14" PLYWOOD ON ALL EXPOSED SURFACES (TYP) STAINLESS TOE KICK AT SINK PER DETAIL 4/A7.0 AND FINISH STANDARDS NISH FLOOR ®CASEWORK DET IL 1" =1,-0" JACKSON MAIN 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 �WWW.JACKSONMAI N.COM, w (t) 0 0 0 z(/) 0 2 Uw V ) W >- cry F-. z WI F. z w W "( rt C • Z W - 0 >cts > �. 00 o {.1. . UJ o _ — u) I— DESCRIPTION REVISIONS REVISIONS 2 OWNER REVISIONS 3 J` O z w0 g 0 r - N. 0 ao 0 108/23/2017 1 2 1 09/28/2017: 3 QED ARCHITECT OOO4J3; o PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: 16152.00 AM ADG GP INTERIOR DETAILS A7.00 JACKSON 1 MAIN ARCHITECTURE P.S. © 2015 Heatcon Bldg 600\2-Production\3-Drafting\Heatcon Bldg 600.rvt N \\jma-do\01\1. Projects\2016\ HEATCON TENANT IMPROVEMENT 600 ANDOVER PARK E. TUKWILA, WA SHEET INDEX: ARCHITECTURAL G0.00 COVER SHEET ARCHITECTURAL A0.01 FLOOR DEMOLITION PLAN - LEVEL 01 A2.00 FLOOR PLAN - LEVEL 01 A5.01 ENLARGED PLANS A5.21 INTERIOR ELEVATIONS A7.00 INTERIOR DETAILS STRUCTURAL S1.01 STRUCTURAL MATRIX SYMBOLS: 8/4/2017 10:52:51 AM 4 NUMBER LETTER SECTION SHEET cVIEW/ELEVATION 3 juk 100'-0' T PARAPET Room name 101 ROOM NUMBER 150 SF AREA SHEET VIEW SHEET VIEW SHEET CEL SHEET ELEVATION DATUM NAME ROOM NAME REFERENCE GRID LINES WALL SECTION INTERIOR ELEVATION REFERENCE EXTERIOR ELEVATION REFERENCE CALL OUT DETAIL REFERENCE NORTH ARROW DATUM TAG ROOM TAG CENTER LINE 101 0. TYPE NUMBER OR LETTER • FE <1,c_11> D SEE WALL ASSEMBLY SHEET FOR MORE INFORMATION NUMBER CLOUD DELTA DOOR TAG WINDOW / RELITE TAG JMA - WALL TAG REVISION TAG FIRE EXTINGUISHER EXIT LIGHTING EGRESS ARROW AND OCCUPANT LOAD EXITING. EGRESS DIRECTION PATH OF TRAVEL BREAK LINE REVISION CLOUD AREA OF WORK, THIS PERMIT HEATCON 600 ANDOVER PARK E 'ADJACENT BLDG. /IkeSITE PLAN 1" = 40'-0" PROJECT NORTH ENERGY CODE: **NOTE: THIS SPACE IS EXISTING. WORK TO BE DONE WITHIN EXISTING CONDITIONED ENVELOPE. NO ADDITIONS TO CONDITIONED SPACE. GOVERNING ENERGY CODE: 2015 WASHINGTON ENERGY CODE COMPONENT PATH BUILDING SPACE TYPE HEAT IS "OTHER" (ALL OTHERS INCLUDING HEAT PUMPS AND VARIABLE AIR VOLUME.) ELECTRIC RESISTANCE HEATING NOT ALLOWED. REQUIRED INSULATION VALUES FOR CONDITIONED SPACES - CLIMATE ZONE 1 ROOF OVER CEILING TILES - BUILDING ROOF (NO ATTIC) OPAQUE WALLS METAL FRAMING WOOD FRAMING & OTHER OPAQUE DOORS (INSULATED MTL) FLOOR OVER UNCONDITIONED SPACE SLAB -ON -GRADE VERTICAL GLAZING EXISTING EXISTING EXISTING EXISTING EXISTING N/A EXISTIN G EXISTING PROVIDE OCCUPANCY SENSOR AT ALL LOCATIONS WHERE REQ. BY WSEC SECTION C405.2. PROVIDE AUTOMATIC CONTROLS TO TURN OFF LIGHTS DURING UNOCCUPIED HOURS AS REQUIRED BY WSEC SECTIONS C405.2 LIGHTING: ALL AREAS ENCLOSED BY WALLS OR FULL HEIGHT PARTITIONS REQUIRED AT LEAST ONE MANUAL CONTROL FOR LIGHTING. EACH AREA REQUIRED TO HAVE MANUAL CONTROLS SHALL ALSO HAVE A CONTROL TO REDUCE LIGHTING BY 50% IN A REASONABLE UNIFORM ILLUMINATION PATTERN, OR PROVIDE AN OCCUPANCY SENSOR DEVICE. OCCUPANCY SENSORS ARE REQUIRED IN ALL INDIVIDUAL TENANT SPACES, JANITOR ROOMS, STORAGE ROOMS, AND ANY ROOM 300 SQUARE FEET OR LESS ENCLOSED BY FULL HEIGHT WALLS. THE SENSORS SHALL TURN OFF THE LIGHT WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE. No ch.,“-, NOT:., and n.. . :,,:,UI be made to th^ prior appra, : I rig RRlailding •requiro re '.YI;'_1 • t �.dditional plan REVISIONS GENERAL NOTES: A. UNLESS OTHERWISE NOTED, ALL MATERIAL AND DESIGN SPECIFICATIONS CITED HEREIN SHALL CONFORM TO THE MOST RECENT BUILDING CODE. B. THESE ARCHITECTURAL NOTES ARE A SUPPLEMENT TO THE PROJECT SPECIFICATIONS. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS, THESE NOTES, AND ANY SITE CONDITIONS SHALL BE REPORTED IN A TIMELY MANNER AND IN WRITING TO THE ARCHITECT WHO SHALL CLARIFY ANY DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. C. CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS SHOWN ON DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. D. THE ARCHITECTURAL DRAWINGS REPRESENT THE DESIGN INTENT AND ARE NOT INTENDED TO INDICATE THE MEANS AND METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCING, AND SAFETY REQUIRED FOR THIS PROJECT. E. ALL FEATURES. OF CONSTRUCTION NOT FULLY SHOWN SHALL BE THE SAME TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS SUBJECT TO REVIEW BY THE ARCHITECT. F. ALL PRODUCTS AND MATERIALS BEING PROVIDED BY THE CONTRACTOR SHALL BE APPLIED, PLACED, ERECTED OR INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. G. THESE DOCUMENTS CONTAIN NOTES THAT MAY APPLY GENERALLY TO ALL DESIGN ELEMENTS, SPECIFICALLY TO ONE SHEET, OR SPECIFICALLY TO ONE OR MORE DESIGN ELEMENTS. THE NOTES ARE NOT MERE GUIDELINES, THEY ARE PART AND PARCEL OF THE DESIGN. ANY WORK THAT IS PERFORMED THAT IS NOT IN COMPLIANCE WITH THE NOTES IS NOT IN COMPLIANCE WITH THE DESIGN AND IS SUBJECT TO REJECTION. ANY ALTERATION, MODIFICATION, DELETION, OR ADDITION TO THE NOTES BY WRITING, ACT OR FAILURE TO ACT, SHALL BE CARRIED OUT ONLY WITH THE PRIOR EXPRESS WRITTEN CONSENT AND APPROVAL OF THE ARCHITECT. OCCUPANT OAD: PER TABLE 1004.12 OF THE INTERNATIONAL BUILDING CODE FIRST FLOOR TENANT SPACE: WAREHOUSE STORAGE MEZZ. MAIN FLOOR OFFICE MEZZ. OFFICE TOTAL OCCUPANT LOAD = TOTAL EXITS REQUIRED= TOTAL EXITS PROVIDED= 18,498 SF @500 SF / OCCUPANT OCCUPANT LOAD = 37 1,718 SF @500 SF / OCCUPANT OCCUPANT LOAD = 4 3,293 SF @100 SF / OCCUPANT OCCUPANT LOAD = 33 3,749 SF @100 SF / OCCUPANT OCCUPANT LOAD = 40 114 2 5 SrL ail Plumbing 0/Gas Piping City of a calla BUILDri,!GI DMSION VICINITY MAP SITE LEGAL DESCRIPTION: SITE & BUILDING INFORMATION: PLUMBING FIXTURES: POR NE 1/4 OF SE 1/4 BEG SW COR TRB ANDOVER INDUSTRIAL PARK # 5 TH S 01-47-28 W 395 FT TO TPOB TH S 88-12-32 E 297 FTTH S 01-47-28 W 150 FT TH N 88-12-32 W 297 FT TH N 01-47-28 E 150 FT TO POB LESS UP RR OPER RNV PROJECT SCOPE: DEMOLITION OF EXISTING MAIN FLOOR RESTROOMS. INTSTALL NEW BREAK ROOM WITH KITCHENETTE AND TWO (2) NEW MULl1-OCCUPANT ACCESSIBLE RESTROOMS TO MEET CURRENT CODE REQUIREMENTS. ALLWORK TO BE DONE WITHIN EXISTING CONDITIONED SPACE. SEPARATE SUBMITTALS: CONTRACTOR TO SUBMIT FOR AND OBTAIN PERMITS FOR ALL SERARATE WORK INCLUDING: ELECTRICAL PLUMBING MECHANICAL FIRE SPRINKLERS BUILDING AREAS: OVERALL BUILDING AREAS: INTERNATIDNAL BUILDING CODE EXTERIOR FOOTPRINT FULL BUILDING OFFICE OFFICE MEZZANINE - STORAGE MEZZANINE - WAREHOUSE (S -1) - AREA OF WORK THIS PERMIT - 21,791 SF 3,293 SF 3,749 SF 1,718 SF 18,498 SF 1,640SF TAXPAYER - TAX PARCEL NUMBER - PROJECT ADDRESS - GOVERNING BUILDING CODE - BUILDING CODE GOVERNING ZONING CODE - SITE STATISTICS ZONE - SITE AREA - ALLOWABLE LOT COVERAGE REQUIRED SETBACKS - FRONT - SIDE (INTERIOR) SIDE (STREET) REAR - ALLOWABLE FAR - ACTUAL FAR - BUILDING STATISTICS: ALLOWABLE HEIGHT - ACTUAL HEIGHT - CONSTRUCTION TYPE - EXISTING OCCUPANCY TYPE • HOWARD V BANASKY 600 ANDOVER PARK E TUKWILA, WA 98188 262304-9100 600 ANDOVER PARK E TUKWILA, WA 98188 2015 INTERNATIONAL W/ WASHINGTON STATE AMENDMENTS TUKWILA ZONING CODE EXISTING (C) EXISTING EXISTING EXISTING EXISTING EXISTIN G EXISTIN G EXISTIN G EXISTING EXISTING EXISTING (NO CHANGE) IIIB S-1, B PLUMBING FIXTURE CALCS CODE REFERENCE: 2015 IBC TABLE 2902.1 - MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES BUSINESS OCCUPANCY: AREA: 7,042 SF OCCUPANCY LOAD FACTOR: 1:100 OCCUPANCY LOAD: 7,042/100= 70 WAREHOUSE OCCUPANCY: AREA: 20,216 SF OCCUPANCY LOAD FACTOR: 1:500 OCCUPANCY: 20,216/500= 40 WATER CLOSET: OFFICE (B) = 1 PER 25 :70/25 = 2.8 WAREHOUSE = 1 PER 100 =40/100 = 0.40 TOTAL FIXTURES REQUIRED = 3.2 (1.6 MALE / 1.6 FEMALE) TOTAL FIXTURES PROVIDED = 5 FEMALE TOILETS / 3 MALE TOILETS 3 URINALS FILE COPY Permit NOa Plan review approval is subject to errors and omissior Ap;rroval of construction documents does not authori: the violation of ordinance. Race of approved Fi =•4• c • nditio s is acknowledge By: Date: City of Tukwila BUILDING DIVISION OWNER: HOWARD BANANSKY 600 ANDOVER PARK EAST TUKWILA, WA 98188 PHONE: 206.575.1333 FAX: 206.575.0856 CONTACT: HOWARD BANANSKY ARCHITECT JACKSON 1 MAIN ARCHIT 3111ST AVE. S. SEATTLE WA 98104 PHONE: (206) 324 4800 FAX: (206) 322 2875 CONTACT: GREGG PERCICH ECTURE P.S. STRUCTURAL ENG NEE STRUCTURAL PHIL 7675 NAHAHUM CANYON ROAD CASHMERE, WA 98815 PHONE: (509)881-0824 FAX: ? CONTACT: PHIL VAN HEYNINGEN RFVIFWED FOR CODE COMPLIANCE APPROVED AUG 11 201 City of Tukwila UILDING DIVISION RECEIVED CITY OF TUKWILA s. :e AUG 0 2017 PERMIT CENTER CORRE�TFON LTR# ACKSON� MAIN RCHITE TURF 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAI N.COM� z W� W � cy) Z if � W i 0 0 rt -0 - va T � � DESCRIPTION BUILDING DEPARTMENT 1 CORRECTIONS O z x• - 1 DATE 0 N •tr 0 w 0 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: 16152.00 AM ADG GP COVER SHEET G0.00 JACKSON I MAIN ARCHITECTURE P.S. © 2015 0 c U a) 2 6) c 0 2 0 a N 00 0 0 rn 0 c 0 U f6 a) L() ro 0 0 v a) 0 0 E 8/4/2017 10:52:47 AM DEMO PORTION OF EXIST. STOREFRONT TO ALLOW FOR NEW PAIR OF DOORS EXISITING KITCHENETTE TO REMAIN EXISITING URINALS TO REMAIN E EXISITING LAVATORIES & COUNTER TO REMAIN 30'-10" 20' - 4" 20'-0" 20'-0" 191'-2" 20'-0" 20'-0" 20'-0" (a) 20'-0" LEGEND <0—EXISTING 4 --NEW 4" NEW 6" NEW FENCE 20' - 0" X EXISTING WALLS TO REMAIN EXISTING 4" WALL INFILL. WALL CAVITY TO BE FILLED W/ INSUL. AT INFILL AS REQ. PER 2015 WSEC. PROVIDE R-15 AT 2X4 WALLS. EXISTING 6" WALL INFILL. WALL CAVITY TO BE FILLED W/ INSUL. AT INFILL AS REQ. PER 2015 WSEC. PROVIDE R-15 AT 2X6 WALLS. NEW FENCE EXISTING RISER === = 13'-11" -,, o L_ _ c _c EXISTING STAIR TO REMAIN MR MN NM RT\•60 labilo JiI =ice ,i1/4., ,® W•HI • Tt 7 c " ALL DASHED WALLS, DOORS & FIXTURES TO BE REMOVED. PATCH OR REPAIR ADJ. SURFACES AS REQ. EXTENT OF EXIST. STORAGE MEZZANINE ABOVE. (NO WORK) .!I I , I ,� r • 0- • 0 0 • PROJECT NORTH ii 11 1a DEMOLITION PLAN 1/8" =1'-0" • a • J J REVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 1 2017 RECEIVED CITY OF TUKWILA AUG 01r 2017 PERMIT CENTER JACKSON MAIN ARCHITE TUBE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 ® WW.JACKSONMAIN.COMq w (1) 0 0 U Z U) O2 0 w V) w >- 1 U) z w z w z 0 U w Z w w >. 0 0 wo as ca, co 0 Q . 0= COF- z 0 CL Ce0 w 0 BUILDING DEPARTMENT CORRECTIONS 0 z w .< 0 108/04/2017 I 1 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: 16152.00 AM ADG GP FLOOR DEMOLITION PLAN - LEVEL 01 A0.01 JACKSON I MAIN ARCHITECTURE P.S. © 2015 Projects\2016\16152 - Heatcon Bldg 600\2-Production\3-Drafting\Heatcon Bldg 600.rvt 0 tQ E 8/4/2017 10:52:48 AM 191'-2" C8) LEGEND <0 --EXISTING -NEW 4" NEW 6" NEW FENCE EXISTING WALLS TO REMAIN EXISTING 4" WALL INFILL. WALL CAVITY TO BE FILLED W/ INSUL. AT INFILL AS REQ. PER 2015 WSEC. PROVIDE R-15 AT 2X4 WALLS. EXISTING 6" WALL INFILL. WALL CAVITY TO BE FILLED W/ INSUL. AT INFILL AS REQ. PER 2015 WSEC. PROVIDE R-15 AT 2X6 WALLS. X X X X NEW FENCE 30' - 10" 20'-4" 20'-0" 20' - 0" 20'-0" 20' - 0" 20' - 0" NEW 63/4"X221/2" GLULAMBEAM, PER STRUCTURAL. 3'-4" OPEN OFFICE 9 A7.00 0 NEW HSS 5X5X1/4 COLUMN, PER STRUCTURAL. u u u E E E EXISTING RISER NEW GALVANIZED CHAIN LINK F_FNCP TO.B'-0" AFF 3'-0" X 7'-0" WALK GATE PER MANUFACTURER. TYP. MEN'S 102 WOMEN'S 103 JANITOR 113 NEW STAIR MEZZAI INE ABOVE EXISTING OFFICE. NO WORK THIS PERMIT ELEC. 109 OPEN OFFICE BREAK ROOM ENTRY 105 OFFICE 1 O EXISTING ROLL -UP DOOR, TYP • WAREHOUSE 110 NO WORK L_J WAREHOUSE 111 NO WORK LLD EI ❑ 4 ❑ A 4111A WAREHOUSE 112 NO WORK PROJECT NORTH 20'-0" 7 FLOOR PLAN -LEVEL 01 1/8" =1'-0" 20' - 0" 0 N O 0 (V 0 0 N 0 0 N O 0 N M N 0 r 0 N REVIEWED FOR CODE COMPLIANCE APPROVED AUG 11 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 0 2097 PERMIT CENTER y JACKSON MAIN ARCH ITE TURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 rWWW:JACKSONMAI N.COM W vJ 0 0 0 U z (f) O 2 0w F- < (1) W Y�>- 1 z W Z W W W L L._Z > > 00 0> W = CO z 0 E 0 u) w 0 BUILDING DEPARTMENT CORRECTIONS w Q 0 08/04/2017 ARC S �1a PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: 16152.00 AM ADG GP FLOOR PLAN - LEVEL 01 A2.00 JACKSON I MAIN ARCHITECTURE P.S. © 2015 0 0 (0 C7) a E6 c O U fII N Q) 12 0 M 0. U 0 0 c0 rn a c 0 U 0 N 72, m 0 N 0 0 2 a 0 f0 E 8/4/2017 10:52:49 AM EXISTING ACT CEILING TO REMAIN, REPLACE TILES AS REQUIRED, TYP. NEW GLULAM BEAM, SEE 7/A7.00 NOTE: ALL LIGHTS TO REMAIN. REPLACE BULBS AS REQ. FILL IN CEILING WHERE WALL PASSED THROUGH PATCH AS REQ. 1 EXISTING ACT CEILING @ �1 8'-6" TO REMAIN REPLACE TILES AS REQ. NEW GWB CEILING TO MATCH EXISTING GWB CEILING TO REMAIL, PATCH AND REPAIR AS REQUIRED, TYP. NEW ACT CEILING TO MATCH. PATCH INTO EXISTING. NEW 2 TUBE FLOURESCENT SURFACE MTD. FIXTURES AS INDICATED. EXISTING ACT CEILING @ 8'-6" TO REMAIN REPLACE TILES AS REQ., TYP. EXISTING LIGHTING TO REMAIN, NO WORK. I LI EXISTING OFFICE (NO WORK THIS I PERM IT) \ MAIN FLOOR CEILING PLAN 118" =1'-0" PROJECT NORTH EXISTING OFFICE MEZZ. TO REMAIN, NO WORK THIS PERMIT. - -4 L J 0 OPEN TO BELOW OFFICE EXISTING STORAGE MEZZ. TO REMAIN, NO WORK. HALLWAY 208 JANITOR 206 CLOSET 204 MEN'S 203 OFFICE OFFICE STORAGE N X-711 OPEN, OFFICE r ,OFFICE.: < FIRE HOSE OPEN TO BELOW • PROJECT NORTH REVIEWED FOR CODE COMPLIANCE APPROVED MEZZANINE PLAN NO WORK THIS PERMIT FOR REFERENCE ONLY 1/8" =1'-0" AUG 11 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 0 2017 PERMIT CENTER JACKSON MAIN ARCHITE TURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 ® WW.JACKSONMAIN.COM® w uJ 0 0 U z CI) 02 0w I- r�n v/ w >- I CO z UJ -z w0 ww 6 Z W L gu w2c� _ - u0 z 0 I Il 0 U) W BUILDING DEPARTMENT CORRECTIONS 0 O 08/04/2017 I 1 Z Ill Q 0 PROJECT NO.: 16152.00 PROJECT MGR.: AM DRAWN BY: ADG CHECKED BY: GP ENLARGED PLANS A5 .01 JACKSON 1 MAIN ARCHITECTURE P.S. © 2015 \\jma-do\01\1. Projects\2016\16152 - Heatcon Bldg 600\2-Production\3-Drafting\Heatcon Bldg 600.rvt 8/4/2017 10:52:50 AM PROJECT _NORTH_ 6' - 0 1/2" 0 0) 5' 0" 6 SLOPE DOWN 0 0) 0 NEW ANSI RAMP 2 SLOPE DOWN z z 9 RAMP DETAIL CLEAR PAPER TOWEL DISP. / WASTE NEW MTL. STUD WALL TO MATCH EXIST. NEW MTL. STUD WALL TO MATCH EXIST. NOTE: SEE ELEVATIONS FOR REMAINING FIXTURE DIMENSIONS ENLARGED FLOOR PLAN - RR LEVEL 01 1/4" =1'-0" 2' DIA SCHD. 40 STL PIPE RAILING WITH PAINTED FINISH. VERT EQ. SPACED AT MAX 8'-0" OC CHAMFER EDGES, TYP. RAMP. (BROOM FINISH) TIE BAR REINFORCING #4 HORIZ. 12"VERT. 16" EMBED PIPE 1'-0" TYP. GRADE OR ASPHALT, SEE PLAN. \ io M REINFORCING #4 HORIZ @ 16" OC, #4 VERT. ©16" OC. REINFORCING (2) #4 BARS CONT. -III—III—III—I 1I- 11=11 E111=111 =_ H 11=1 11=1 I I—, ; I " I i=I 1 �8"� I—I 11=11 I I I. 1 ill�lll IIII 11 �I=1 I 1111=1 HAL: 1 1-111—I )—I I I=I I I-111111111 I it i 1� � I i 1=111—m=„ 1 1 1 1=1 I I—III_ � -•� I 6l i IIIII 11=1.111-5 _ —111111-1I1E 1 —110 1= I L—Eur=1 i 1=11 I l=� , II-III—I — ► —IIII I II -I I I -I I I=11 I-111-111-1 I I— I I 1-111=111-111=I I I—III—III=111=III=1 11-111=1 i 1=1 11=111=111=1 I I-1 I I-1 -1111 — 8" 0 M RAILING AT RAMP 1/2" =1'-0" 1-12"DIA. STL. PIPE RAIL, VERT. SET CONC. MIN 8" POURED CONC. STAIR & LANDING, PROVIDE #4 BARS @12" 0.C. FOR STAIRS & #4 BAR @ TOE OF EACH TREAD & 6x6 -W2.9 x W2.9 W.W.M. IN LANDING HANDRAIL TO EXTEND 12" MIN. BEYOND FIRST RISER, BOTH SIDES RETURN HANDRAIL BACK TO GUARDRAIL TYP. STAIR TREADS TYP. 11" STAIR RISERS AS REQUIRED NOT TO EXCEET 7" IN HEIGHT TYP. PROVIDE #4 BARS VERT. @ 12" 0.C. IN STAIR WALL & #4 CONT. 12" 0.C. I-ORIZ. FIN. GRADE MOISTURE RESISTANT GYP. BOARD GEILING & WALLS, PAINTED 0 3'-10" 5'-61/2" 11 - 6" 6 6" COVED BASE INTEGRAL WITH FLOORING PLAM WAINSTCOT, WET WALLS ONLY. UP TO 5'-0", TYP. 1 1/4" DIA BRUSHED S.S. ZO GRAB BARS, TYP. 1WOOMEN'S RESTROOM SOUTH ELEVATION MOISTURE RESISTANT GYP. BOARD GEILING & WALLS, PAINTED 1 1/4" DIA BRUSHED S.S. GRAB BARS, TYP. TOILET PAPER DISPENSER PER PLAN NOTES: 1. INSTALL BLOCKING IN WALL AT ALL RECESSED AND SURFACE MOUNTED TOILET ACCESSORIES, TYP. 2. TOILET FLUSH CONTROL HANDLES SHALL BE MOUNTED FOR USE FROM THE WIDE SIDE OF THE STALL AND NOT MORE THAN 44" A.F.F. FER ICC A 117.1, SECTION 604.6, TYP. .11 WOMEN'S RESTROOM WEST ELEVATION 1/4" =1'-0" MOISTURE RESISTANT GYP. BOARD GEILING & WALLS, PAINTED PLASTIC LAMINATE WAINSCOT TO 5'-0" A.F.F. IN RESTROOM AT WET WALLS. PLASTIC LAMINATE WAINSCOT TO 4'-0" A.F.F. IN RESTROOM AT WET WALLS. 6" COVED BASE INTEGRAL WITH FLOORING 6" COVED BASE INTEGRAL WITH FLOORING MEN'S RESTROM NORTH ELEVATION PLAM WAINSTCOT, WET WALLS ONLY. UP TO 5'-0", TYP. PLASTIC LAMINATE WAINSCOT TO 4'-0" A.F.F. IN RESTROOM AT WET WALLS. 1/4" =1'-0" MOISTURE RESISTANT GYP. BOARD GEILING & WALLS, PAINTED PLATE GLASS MIRROR TO 7'-0" A.F.F. W/BOTTOM EDGE AT 40" A.F.F. MAX, FULL WIDTH OF COUNTERTOP. PAPER TOWEL DISPENSER. MOUNT AT 40" A.F.F. TO OPERATING CONTROL, WITH MAX REACH DEPTH NOT TO EXCEED 5", PER ANSI 606.7. WRAP HW AND DRAIN PIPE WITH INSULATION TO PROTECT AGAINST CONTACT PLASTIC LAMINATE WAINSCOT TO 5'-0" A.F.F. IN RESTROOM AT WET WALLS. 5'-01/2" 1'-6" ( 3'-6 0 i0 CO CV 0 4 MEN'S RESTROOM SOUTH ELEVATION 114" =1'-0" PLASTIC LAMINATE PER FINISH STANDARDS, ALL SURFACES PROVIDE FILLER OR FINISHED SIDE AS REQ. SINK. 0 N NO BASE UNDER SINK TO PROVIDE WHEELCHAIR ACCESS 9,_ 0" L. , tV \JJ O z w F- 0 08/04/2017 1 ii, . 11'6»/26» 2' BREAK ROOM ELEVATION 1/4" =1'-0" 2'-6" jr NOTES: 1. INSTALL BLOCKING IN WALL AT ALL RECESSED AND SURFACE MOUNTED TOILET ACCESSORIES, TYP. 2. TOILET FLUSH CONTROL HANDLES SHALL BE MOUNTED FOR USE FROM THE WIDE SIDE OF THE STALL AND NOT MORE THAN 44" A.F.F. FER ICC A 117.1, SECTION 604.6, TYP. 1 1/4" DIA BRUSHED S.S. GRAB BARS, TYP. 6" COVED BASE INTEGRAL WITH FLOORING ADJUSTABLE SHELVES, TYP. NOTE: FIELD VERIFY SIZE OF BREAKROOM PRIOR TO CASEWORK FABRICATION RECEIVED CITY OF TUKWILA AUG 0 k 2017 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED AUG 11 2017 City of Tukwila BUILDING DIVISION 24" DEEP COUNTER 4" INTERGRAL PLAM SPLASH PROJECT NORTH JACKSON MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM z W F zZwo W e- Z W L cin i O I— cecCO W = _ — c0 1— z O H a 0 u) w Q BUILDING DEPARTMENT CORRECTIONS O z w F- 0 08/04/2017 1 PROJECT NO.: 16152.00 PROJECT MGR.: DESIGNER DRAWN BY: DRAFTER CHECKED BY: PROJECT AOR INTERIOR. ELEVATIONS A5.21 JACKSON 1 MAIN ARCHITECTURE P.S. © 2015 -Drafting\Heatcon Bldg 600.rvt 0 U 2 a N 0 0 (0 0) m c 0 a� N m cfl 0 N En 0 a) 0 7 f6 E 2 N 1.0 0 101A 3' - 0" 7' - 0" FRAME TYPE COMMENTS NO. WIDTH HEIGHT TYPE MATERIAL 101A 3' - 0" 7' - 0" FRAME TYPE EXISTING TO REMAIN 102 2' - 6" , 7' - 0" A WOOD TIMELY SEE DETAIL 8/A7.00 103 2' - 6" 7' - 0" A WOOD TIMELY SEE DETAIL 8/A7.00 104 3' - 0" 7' - 0" EXISTING TO REMAIN 105 3' - 3 3/4" 7' -1 1/4" EXISTING TO REMAIN 105A 3' - 0" 7' - 0" EXISTING TO REMAIN 106 3' - 0" , 7' - 0" 0,- EXISTING TO REMAIN 107 3' = 0" I 7' - 0" EXISTING TO REMAIN 108 3' - 0" 7' - 0" EXISTING TO REMAIN 108A 3' - 0" 7' - 0" A WOOD TIMELY EXISTING TO REMAIN / \ T-61/2" 3'-101/2" 3'-10" 3'-11/2" \- / \ 10 STORE FRONT ELEVATION 1/4" = 1'-0" 11 108B 2' - 0" 7' - 0" FRAME TYPE COMMENTS NO. WIDTH HEIGHT TYPE MATERIAL 108B 2' - 0" 7' - 0" EXISTING TO REMAIN 110A 14' - 0" 14' - 0" 0 EXISTING TO REMAIN 110B 3' - 0" 7' - 0" Fe0 EXISTING TO REMAIN 110C 3'-0" 7'-0" EXISTING TO REMAIN 111 3'-0" T-0" EXISTING TO REMAIN 111A 3' - 0" T - 0" EXISTING TO REMAIN 111B 14' - 0" 14' - 0" 0,- EXISTING TO REMAIN 111C 14' - 0" 14' - 0" EXISTING TO REMAIN 112 3' - 0" 7' - 0" EXISTING TO REMAIN 113 2' - 6" 7' - 0" A WOOD TIMELY SEE DETAIL 8/A7.00 202 3' - 0" 7' - 0" N EXISTING TO REMAIN 203 2' - 6" T - 0" Q EXISTING TO REMAIN 203A 2' - 6" T - 0" EXISTING TO REMAIN 204 2' - 6" T - 0" EXISTING TO REMAIN 205 2' - 6" 71- 0" EXISTING TO REMAIN 205A 2' - 6" 71- 0" 0 EXISTING TO REMAIN 206. 2' - 6" 7' - 0" EXISTING TO REMAIN 209 2' - 6" 7' - 0" EXISTING TO REMAIN 210 2'-6" 7'-0" EXISTING TO REMAIN 212 3' - 0" 71- 0" EXISTING TO REMAIN 215 31- 0" 7' - 0" EXISTING TO REMAIN BUTT BEAMS @ CENTER OF COLUMN, CENTER OF CONN. SIDE PLATES 13"H x 14" x l'-0" 7—w/ (4)14" 0 BOLTS HSS COLUMN PER PLAN BEAM TO HSS COLUMN - SPLICE/MID CONNECTION COLUMN TO BEAM CAP/BRG PL +y,3")x �" x 0'-8" 1/2" =1'-0" 0 N SIDE PLATES 13"H x 14" x 0'-8" 7—w/ (2) /4" 0 BOLTS HSS COLUMN PER PLAN BEAM TO HSS COLUMN - END CONNECTION CAP/BRG PL W"+18")x 14' x BEAM TO COLUMN END CONNECTION 1/2" =1'-0" 6 3/4x22 2" GLULAM 0 0 0 0 0 0 0 0 GLULAM TO CONCRETE 1/2" =1'-0" o✓ w AN OPTION TO FAB'ING A STEEL BUCKET IS TO SIMPLY BOLT A SIMPSON EG7 WITH NO TOP FLANGE TO THE CONCRETE USING (4) 4" SIMPSON HD TITEN ANCHOR BOLE 1'-4" STEEL PLATE e" FABRICATED BUCKET 4' FILLET WELDS ALL JOINTS DOOR DETAIL WALL PER PLAN ,TIMELY" FRAME PER BUILDING STANDARDS DOOR SILENCERS. DOOR PER BUILDING STANDARDS. # DOOR JAMB SIMILAR BASE PLATE 11"x 44"x0'-11" w/ (4) 44" 0 A. BOLTS (1554 GRADE 36) NON -SHRINK GROUT AS REQ'D, NOT MORE• THAN 3" THICK a d° 3' -6"x3' -6"x12" DEEP FOOTING w/ (4) #5 x 3'-2" EA.WAY, BOTTOM _HSS 5x5x1/4" COLUMN ANCHOR EMBEDMENT E II—III- a °1111111=1' • 4'-0" _11= —111'-11 I-11 IJ I I -7111=1' (9) STEEL COLUMN DETAIL 1/2" = V-0" PLASTIC LAMINATE FINISH ON 3/4" PLYWOOD ON DOORS, DRAWER FRONTS, SIDES, & TOP, MELAMINE INTERIOR. 4" KICK SPACE W/ STAINLESS STEEL PER FINISH STANDARDS FINISH FLOOR TOE KICK DETAIL RESTROOM NOTES: 1. FOR PLUMBING FIXTURE LOCATIONS, REFER TO ENLARGED PLANS 2. INSTALL BLKG. IN WALL AT ALL RECESSED AND SURFACE MOUNTED TOILET ACCESSORIES. 3. FLOOR FINISH TO BE PER SCHEDULE AND SPECIFICATIONS 4. INSULATE HOT WATER AND DRAIN LINES OF WHEELCHAIR ACCESSIBLE LAVATORIES. 5. REFER TO DETAIL THIS SHEET FOR STANDARD MOUNTING HEIGHTS OF FIXTURES 6. URINAL SCREEN NOT TO EXTEND BEYOND FRONT EDGE OF URINAL RIM. 7. TOILET STALL PLAN MAY BE OPPOSITE HAND. REFER TO ENLARGED PLANS FOR CONFIG. 8. MOUNT ADA DRINKING FOUNTAIN WITH SPOUT NO MORE THAN 36" AFF 9. FULL HEIGHT CERAMIC TILE WAINSCOT PER SPEC \ C. ROLL 0 CV c `JI 0 CV N NOTE: PROVIDE PLAM ON ALL EXPOSED SIDES INCLUDING SIDE & BACK SPLASHES & FASCIA. 0 GV rN v CV MIRROR. EXTEND FLUSH TO BACKSPLASH. COVED INSIDE CORNER. SEE DETAIL 2/A7.00 PLAM ON 14" PLYWOOD TO MATCH EXISTING TYP ALL EXPOSED SURFACES SELF -RIMMING LAVATORY 1 COUNTER DETAIL 2" BULLNOSE EDGE. SEE DETAIL 2/A7.00 2x4 FASCIA 2X4 AT EACH FLAT BAR SUPPORT F.B. 1/4" X 2" W/ (3)1/4" DIA. X 1-1/2" LAG SCREWS TO 2X4 @ COUNTER & (4)1/2" DIA. M.B. THRU STUDS LOCATE F.B. SUPPORTS @ 3'-0" O.C. MAX. INSULATE DRAIN PIPE & WATER SUPPLY PROVIDE 2X BLOCKING @ EXISTING STUDS C� SNDL TPD LAV SCD/ADA STD MOUNTING HEIGHTS ,5)r- 1/2" =1'-0" J w w w A /f // // // // 1,-0' 7-0" A x // // /7 / i GRAB BAR ADJUST. STDS. W/ MELAMINE SHELVES. 14" MELAMINE PANEL. 44" PLASTIC LAMINATE DOORS, TYP. PARTITION MIRROR PRE -MANUFACTURED PLAM COUNTER WITH INTEGRAL BACKSPLASH & BULLNOSE FRONT EDGE. REFER TO A1.4 FOR FINISH STANDARDS f rx / PLY DRAWER BOX W/ MELAMINE BOTTOM. 14" MELAMINE. PLASTIC LAMINATE FINISH ON 44" PLYWOOD ON DOORS, DRAWER FRONTS, SIDES, & TOP. MELAMINE INTERIOR. ADJUST. STDS. W/ MELAMINE SHELVES. 4" KICK SPACE W/ STAINLESS STEEL PER FINISH STANDARDS. FINISH FLOOR TYP. CASEWORK DETAIL " =1'-0" WC/ADA WC TOILET ACCESSORY ABBREVIATIONS ADA AP CH DF GB MIR MRGWB ?TD SCD EASED EDGE AMERICANS WITH DISABILITIES ACT ACCESS PANEL COAT HOOK DRINKING FOUNTAIN GRAB BAR (GB1=36" LONG, GB2=42" LONG) MIRROR MOISTURE RESISTANT GWB - 5/8" THICK PAPER TOWEL DISPENSER TOILET SEAT COVER DISPENSER 3/4" PLY. SPLASH COVED INSIDE CORNER UR/ADA SD SND SNDL STS TPD TPTN URSCR WC WR \ \ UR SOAP DISPENSER SANITARY NAPKIN DISPENSER SANITARY NAPKIN DISPOSAL STANDARD TOILET STALL TOILET PAPER DISPENSER TOILET PARTITION URINAL SCREEN WATER CLOSET WASTE RECEPTACLE. PROVIDE CAULK AT TOP OF BACKSPLASH, TYP. PLAM COUNTER FINISH PER FINISH STANDARDS. BULLNOSE EDGE. v 3/4" PLY. COUNTER TOP 3/4" PLY. FACIA OR DRAWER C2) COVE AND EDGE DETAIL 3" =1'-0" 2'-0" REVIEWED FOR CODE COMPLIANCE APPROVED AUG 11 2017 City of Tukwila PRE-MANUFA-Ti . a P . ti ION INTEGRAL BAS' .iy. -NOSE-FR EDGE, SEE DETAIL 2/A7.0 SINK RECEIVED CITY OF TUKWILA 14" PLYWOOD AUG 0 t 2017 PLASTIC LAMA A FtMAT IN CENTER ON 44" PLYWOOD ON ALL EXPOSED SURFACES (TYP) STAINLESS TOE KICK AT SINK PER DETAIL 4/A7.0 AND FINISH STANDARDS oNistot4 C33CASEW a '` K D ETAI L 1.= 1'-0" JACKSON MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 ® WW.JACKSONMAIN.COM® z W z w W W L 5) zW CI! la O > a) co > U p.° ct 0 � I— z 0 BUILDING DEPARTMENT CORRECTIONS 0 Fe0 (I) w O 0,- N. IA .6. N Q 0 0 0 0 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: 16152.00 AM ADG GP INTERIOR DETAILS A7.00 JACKSON 1 MAIN ARCHITECTURE P.S. © 2015 /20172:04:49 PM SPECIAL INSPECTIONS: 1. THE ITEMS NOTED SHALL. BE INSPECTED IN ACCORDANCE WITH 2015 IBC CHAPTER 17 BY A CERTIFIED SPECIAL INSPECTION FROM AN ESTABLISHED TESTING AGENCY. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE ARCHITECT, ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL, ANY MATERIALS WHICH FAIL TO MET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 2. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. SPECIAL INSPECTION IS NOT REQUIRED FOR WORK PERFORMED BY AN APPROVED FABRICATOR PER 2015 IBC SECTION 1704.2.5.2. 3. CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS' ON SITE AT ALL TIMES OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. PER 2015 IBC 1702, PERIODIC SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT ALL WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION SCHEDULING C G AND TIMELY NOTIFICATION OF THE DESIGNATED SPECIAL INSPECTOR PRIOR. TO ALL WORK REQUIRING SPECIAL INSPECTION. TABLE 2: SPECIAL NSPECTIONS MATRIX FOR TUKTILA, WA REQUIRED SPECIAL INSPECTIONS SYSTEM OR MATERIAL TEM OR METHOD' INSPECTION REMARKS TBC CODE REFERENCE` or STANDARD FREQUENCY FOUNDATION; REINFORCEMENT PLACEMENT POST INSTALLED ANCHORS 113C.ISECTION :1704.4 .ITEM 1: EXPANSION BOLTS SPECIAL INSPECTIONS APPLY TO'ANCHOR PRODUCT NAME, TYPE, AND DIMENSIONS, HOLE DIMENSIONS, COMPLIANCE WAIT DRIEL BIT REQUIREMENTS, CLEANLINESS OF. THE FIOLE AND ANCHOR, ADHESIVE EPDXIED BOLTS EXPIRATION DATE,ANCHOR/ADHESIVE INSTALLATION, ANCHOR EMBEDMENT, AND TIGHTENING TORQUE PERIODIC AND PRIOR To: ALL POURS PERIODIC INCLUDING TORQUE TESTS IN ACCORDANCE :w/ ICC REPORTS PERIODIC INCLUDING: EMBEDMENT DEPTH &;:HOLE CLEANLINESS CONCRETE PLACEMENT THE ONLY GROLR USED ON THIS' PROJ ECT I5 BENEATH THE H55 COLUMNS. THIS CAN BE INSPECTED PRFOR TOTHE 'POUR BACK" OF TH€ SLAB. IBC SECTION 1704.4, ITEMS 4, 5 & G CONTINUOUS SOILS - ( BEARING A GEOTECHNICAL REPORT IS NOT AVAILABLE FOR THIS PROJECT. ALLOWABLE BEARING PRESSURE OF 1,500 PSF.WAS ASSUMED FOR SIZING OF FOOTINGS AND REVIEW OF EXISTING FOUNDATIONS,. VISUAL:INSPECTION AND/OR PROBE PENETRATION PERIODIC AND PRIOR TUALL POURS STEEL FABRIATION 0t3U ERECTION ITEM OR'.METHOD INSPECTION REMARKS >1BC: CODE:'REFERENC.E or STANDARD` FREQUENCY FABRICATION PROCEDURES SPECIAL' INSPECTION IS NOT: REQUIRED FOR WORK PERFORMED BY AN APPROVED: FABRICATOR PER 2015 IBC SECTION 1704.2,5.2.3, IBC SECTION 1704.3 & TABLE 1704.3. ITEM 6 PERIODIC ERECTION 1I3C SECTION 1704 32 & TABLE 1704.3 ITEM 3 PERIODIC SHOP & FIELD .WELDING SPECIAL INSPECTION IS NOT REQUIRED FOR WORK PERFORMED BY AN:: APPROVED FABRICATOR PER 24315 IBC SECTION` 1704.2.5.2. 3. NO FIELD WELDING IS ANTICIPATED ON: TFIIS man= CT' IBC SECTION 1704.1 & TABLE 1704.3 ITEM 4 & 5a CONTINUOUS (PERIODIC FOR :ITEMS EXCEPTED) A GEOTECHNICAL REPORT I5 NOT AVAILABLE FOR THI5 PROJECT: ,ALLOWABLE BEARING PRESSURE OF 1,500 PSF:WAS ASSUMED FOR SIZING OF FOOTINGS AND REVIEW OF EXISTING FOUNDATIONS_. VISUAL INSPECTION AND/OR PROBE PENETRATION PERIODIC AND PRIOR To ALL POURS WOOD. ITEM OR :METHOD INSPECTION REMARKS IBC CODE :REFERENCE FREQUENCY or STANDARD FASTENERS; BOLTS STRAPS, THE LATERAL- FORCE REstsTiNd SYSTEM Or THE STRUCTURE IS NOT AFFECTED' BY THIS REMODEL TRC SECTION 1701.3.;& PERIODIC -IOLDOWNS 'ETC. TABLE :1704.3?ITEM :6 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 11 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 0 Al 2017 PERMIT CENTER Dt� JACKSON j MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 rWWW.JACKSONMAIN.COM W (i) 0 0 0 U Z v) 02 0w F Q C%) = (/) F— z W Z Z W 0 W W Z -u O> > co 0 O I TS w W o _ - co 1— DESCRIPTION BUILDING DEPARTMENT CORRECTIONS o, z W 08/04/2017 0 PROJECT NO.: PROJECT MGR.: DRAWN BY: CH KED B 16152.00 PVH PVH PV STRUCTURAL MATRIX. S1.01 JACKSON 1 MAIN ARCHITECTURE P.S. © 2015