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Permit D17-0217 - FLOOR & DECOR - TENANT IMPROVEMENT
FLOOR&DECOR 17651 SOUTHCENTER PKWY D17-0217 Parcel No: Address: 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 3523049088 Permit Number: 17601 SOUTHCENTER PKWY Project Name: FLOOR & DECOR Issue Date: Permit Expires On: D17-0217 10/19/2017 4/17/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: LEVITZTUKWILA LLC 180 N STETSON AVE #324-D , CHICAGO, CO, 80601 VANESSA MASELL 355 UNION BLVD - SUITE 301, LAKEWOOD, CO, 80228 HORIZON RETAIL CONSTRUCTION INC 1500 HORIZON DR , STURTEVANT, WI, 53177 HORIZRC072N5 FLOOR & DECOR 2233 LAKE PARK DR , MYRNA, GA, 30080 Phone: (720) 445-4387 Phone: (262) 638-6000 Expiration Date: 4/15/2019 DESCRIPTION OF WORK: TENANT IMPROVEMENT TO EXISTING BUILDING FOR NEW TENANT, FLOOR & DECOR, ALONG WITH EXTERIOR IMPROVEMENTS INCLUDING NEW PAVEMENT, LANDSCAPE AND STORM DRAINAGE. Project Valuation: $3,545,720.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $85,960.19 Occupancy per IBC: M Water District: HIGHLINE 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: PRIVATE Water Meter: No I Volumes: Cut: 10 Fill: 980 Number: 0 1 Permit Center Authorized Signature: Date: 1o, 0-17 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agreo-lihe conditionsttached to this permit. Signature: Print Name: M-eN4ezJ�. Date: /0 � —` / This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: Installation of high-strength bolts shall be periodically inspected in accordance with AISC specifications. 7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 8: 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. 0 0 9: 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. 10: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 11: 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. 12: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 13: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 14: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 15: Masonry construction shall be special inspected. 16: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 17: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 18: 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. 19: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 20: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4 -inches shall be maintained above the controls with the strapping. 21: 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). 22: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 23: 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. 24: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 25: 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. 26: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 27: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification :;hall be issued by an approved agency having a service for inspection at the factory. 28: Special inspection for sprayed fire-resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire -resistance design as designated in the approved construction documents. 32: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 29: 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) 30: 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) 31: 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) 33: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 34: 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) 35: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 36: 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 1010.1.9.1) 37: 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 1013.1) 38: 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 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 1013.6.1) 39: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1018.1) 40: 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 1013.6.3) 41: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1008.3.5) 45: 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) 43: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 42: 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). 46: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 48: An approved manual fire alarm system including audible/visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2437. 49: 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) 47: 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) 50: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 51: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 52: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 53: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 44: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 54: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 55: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 56: Approved with conditions. Modular wetland water quality structure will be added to the parking lot landscaped island. Landscaping plan indicates specific plants that will be planted in this area that are not "wetland" plants. 57: ***PUBLIC WORKS PERMIT CONDITIONS*** 58: Schedule and attend a Preconstruction Meeting with the Public Works Department (Dave Stuckle, Public Works Inspector and ( , Planning Division), prior to start of work under this permit. To schedule, call Public Works at (206) 433-0179. 59: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 0 0 60: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811 or 1-800-424-5555. 61: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 62: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 63: Any material spilled onto any street shall be cleaned up immediately. 64: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 65: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 66: The Land Altering Permit Fee is based upon an estimated 10 cubic yards of cut and 980 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 67: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 68: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 69: The property owner is responsible for the maintenance of its storm drainage system and, for this purpose, shall have a maintenance plan in place and the responsibility for maintenance assigned prior to Public Works final. 70: Prior to Public Works Final, provide storm drainage as -built plan, storm drainage maintenance plan and responsibility for maintenance assigned for stormwater treatment and flow control BMPs/Facilities. 71: Prior to issuance of this permit, Owner/Applicant shall provide a Traffic Concurrency Certificate Application and pay $18,900.00 under PW permit C17-0022. Fee based on between 70,001 and 90,000 gross floor area (for Retail Use). 72: Prior to issuance of this Building permit pay a Transportation Impact Fee in the amount of $45,156.80. 73: Prior to Public Works final inspection Owner/Applicant shall have Domestic backflow Reduced Pressure Principle Assembly (RPPA) tested. Have the backflow tested by a certified tester and submit a passing test report to the City. Prior to Public Works final inspection Owner/Applicant shall have Fire Prevention backflow (DCDVA) tested. Have the backflow tested by a certified tester and submit a passing test report to the City. Please have the backflow tested by a certified tester and submit a passing test report to the City. Coordinate with the Public Works Inspector. NOTE: If you need assistance in locating any of these backflows in the field (and/or) have questions regarding backflow testing, please contact Mr. Todd Reedy, Tukwila Water Department, directly at (206) 571-6309. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 0 0612 EXT ROOFING INSUL 1400 FIRE FINAL 0201 FOOTING 0200 FOUNDATION WALL 0409 FRAMING 0606 GLAZING 5040 LAND ALTERING 0502 LATH/GYPSUM BOARD 5230 PAVING AND RESTORE 0608 PIPE INSULATION 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 4037 SI -CAST -IN-PLACE 4000 SI -CONCRETE CONST 4046 SI-EPDXY/EXP CONC 4042 SI -FIRE RETARD COAT 4022 SI -MASONRY 4034 SI -METAL PLATE CONN 4028 SI-REINF STEEL -WELD 4035 SI -SOILS 4025 SI -STEEL CONST 4026 SI-STRUCT STEEL 4004 SI -WELDING 5090 STORM DRAINAGE 0406 SUSPENDED CEILING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR 5110 WATER MAIN EXT CITY OF TUKWILA Community Dei'eloprnent Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 littp://www.TukwilaWA.gov Building Permit No. Project No. - 0)17 Date Application Accepted: €"t 1-1 Date Application Expires: a .( ( .-t (3 (For office use on1)) 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: t740/ 1-75-1-Southcenter Parkway Tukwila King Co Assessor's Tax No.: `' 1 6 (t ^l Tenant Name: Floor & Decor Suite Number: New Tenant: PROPERTY OWNER Name: Vanessa Masell Address: 355 Union Blvd Suite 301 Name: c.1,--- \` ,_\._\ \1 t(` LqN City: Address: \i `, City: Phoeniz State: AZ 4 V -,--S\ ,, ,, ,,A ,,,,,Fry '?-)�iL City: ,\R G State: Zip: (ou6 4 CONTACT PERSON — person receiving all project communication Name: Vanessa Masell Address: 355 Union Blvd Suite 301 City: Lakewood State: co Zip: 80228 Phone: (720) 445-4387 Fax: Email: vmasell@centerpoint-is.cotn GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: Address: 1505 Westlake Ave. N Architect Name: Phone: (206) 522-9510 Fax: City: State: City: Phoeniz State: AZ Zip: Phone: Fax: Email: <-]C.i 4� Q. L? Contr Reg No.: Exp Date: Tukwila Business License No.: H? Appli:ationsTerms-Applkalions On Cine 201 I Apptications•Permit Application Revised- 8A -I I.dxe Revised: A>rwn 20i1 bh Floor: Yes ❑..No ARCHITECT OF RECORD Company Name: PacLand Company Name: Stewart&Reindetsma Address: 1505 Westlake Ave. N Architect Name: Phone: (206) 522-9510 Fax: Address: 5450 E. High Street Suite 200 City: Phoeniz State: AZ Zip: 85054 Phone: (480) 515-5123 Fax: Email: <-]C.i 4� Q. L? ENGINEER OF RECORD Company Name: PacLand Engineer Name: Lucas Randles Address: 1505 Westlake Ave. N City: Seattle State: WA Zip: 98109 Phone: (206) 522-9510 Fax: Email:r« c.t c \ 6. r". a , (,,,...,\, t�%Yl(��lt�. l �� — LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: TBD Fkd r 4 QPcaf' S Address: 02,23*�3 /4f( 4,,K i f. . G City:,ii ri/l'a.>.' StateIe(J�t4 Zip: ,�v IWO,'" Page 1 of 4 0 0 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 3,426,720 Describe the scope of work (please provide detailed information): rat to ivter/Ote-ri4A �- GXrs LA, lolt 4 e d44-l(yv r vaveiie 14 jc.0 Will there be new rack storage? Ves Existing Building Valuation: $ ✓I et.' h-OtaGHL, 'Pane Q (deco e, l v i 1„,R.1 oct vK €4,4CP4/ fe Ad Cloe( ache! $ %owl eab2AVIAG d]�. ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below VB -UNPROTECTED WOOD FRAME - (100% FULLY SPRINKLERED) 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 fl): 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: 349 / Compact: 20 Handicap: 10 Will there be a change in use? ❑ Yes Vrj/ No If "yes", explain: FIRE PR ECTION/BAZAR US MATERIALS: 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 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. n:IApplications,Fortin-Applications On Line 2011 Applieatiuns`Permit ApplL-anon Revised - 3-9-11.dar Revised: August 2011 bh Page2of4 Existing Interior Remodel Addition to Existing, Structure New Type of Construction per IBC Type of Occupancy per IBC Is' Floor 86,337 S.F. 88,784 S.F. 725 S.F. 725 S.F. Merchantile - M 2"4 Floor N/A i 3`d Floor N/A Floors thru N/A > Basement N/A i Accessory Structure* N/A Attached Garage N/A Detached Garage N/A Attached Carport N/A Detached Carport N/A Covered Deck N/A Uncovered Deck N/A 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 fl): 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: 349 / Compact: 20 Handicap: 10 Will there be a change in use? ❑ Yes Vrj/ No If "yes", explain: FIRE PR ECTION/BAZAR US MATERIALS: 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 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. n:IApplications,Fortin-Applications On Line 2011 Applieatiuns`Permit ApplL-anon Revised - 3-9-11.dar Revised: August 2011 bh Page2of4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #.I for fees and estimate sheet. Water District [J ...Tukwila ❑ ...Water District #1.25 ❑...Water Availability Provided Sewer District ® ...Tukwila 0 ...Sewer Use Certificate ❑...Valley View ❑...Sewer Availability Provided 0 .. Highline 0 .. Renton ❑ .. Renton 0 .. 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: IN ...Civil Plans (Maximum Paper Size — 22" x 34") ® ...Technical Information Report (Storm Drainage) ❑ Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) 0 .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for Iess than 72 hours ❑ ...Right-of-way Use - No Disturbance ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way El ® ...Total Cut 10 EI ...Total Fill 930 cubic yards cubic yards ❑ ...Sanitary Side Sewer IN ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water 0 ...Permanent Water Meter Size... 0 ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public 0 0 ...Water Main Extension Public ❑ ❑...Traffic impact Analysis 0...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours 0.. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ® .. Storni Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut .. Pavement Cut ❑ .. Looped Fire Line ,1 0 .. Grease Interceptor 0 .. Chanuelization .. Trench Excavation ® .. Utility Undergrounding WO# WO# WO # ❑...Deduct Water Meter Size Private 0 Private 0 SI FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water t 0 ...Sewer ❑ ...Sewage Treatment Monthly Service I3illing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City Stale Zip Ii9Appiication'Form;-Applications On Line.201 t Appli:atioas'Permit Application Revised - 8-9-1 t.doex Revised: August 7011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O 'NER/AUI THOIt D AGENT: Signature: Print Name: !' / 37;1rt,it t/` Date: <;:/f/// 7 / � ^ f Day Telephone: 7a(> 't�() ^ 336—j — Mailing Address: ') .�� 0 v►iBYt 8[/ v0( # CJI /C -.—t ,.% [ g,402.r- .-;0 City State Zip H;Upp".icatiani•Furms-Application; On Line 2011 Applicatiuns'Permit Appli,zatiun Revised • 8-9-1 I.ducc Revised: August 2011 bh Page 4 of 4 CITY OF TUKWILA Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 ftUp./hvwtiw TnkwilaWA.gov pate Appltcadon.Accepted Date Application Expires: .: (For oBice use 049 TRAFFIC CONCURRENCY CERTIFICATE APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the malt or by fax. **Please Print** SITE LOCATION • Site Address: 1 7 6 —! 50.44- G , PK.v y Tenant Name- F' o°, reo Def oy- King Co. Assessor's Tax No.: Piwce-/ #I : 3.5-a3r -?487 Suite Number: PROPERTY OWNER Name: N G^N co.N iv A). 6febeh,6 tit 3a City: �t,.ii_wyo Stati4EitEIVE7'0601 CITY OF TUKWILA SEP 2 6 2017 Scope of Work (please provideta� ifedinformatian R CONTACT PERSON — person receiving all project communication . , Name: kik idG Address: 3 Srs tin/ali 81,4. City: t --et k:`kmeoL State: CO Zip: chat O Phone:7d0.9[fs.. 35 Fax: Email:L4.f.cneve,cevt4e✓130ivt+---iS,e-OKA Type of Existing Use: L.l ct vqL 11,614 Size of Existing Use• Is existing building vacant? ye 5 For how long? Type of work: [] New 0 Addition Ca Change of use 0 Remodel 0 Tenant Improvement Type of Proposed Use: Req-rts ( (11,9 — F/oorr,t) * 7 f^ /e. Size of Proposed Use: SF PERMIT APPLICATION NOTES Expiration —The concurrency test notice shall expire 90 days after issuance unless the applicant submits a SEPA or other documentation pursuant to TMC 21.04. If the submittal is made within 90 days, the test notice shall be valid for one calendar year from the date of issuance of the notice. Once the associated development permit or building permit is approved, the final concurrency certificate shall be valid for 2 years or as long as the developer possesses a valid building permit for the development. Extensions may be granted in accordance with TMC 9.50. Transferability — A certificate of concurrency is not transferable to other land, but may be transferred to new owners of the original land. A certificate of concurrency shall apply only to the specific land use, density, and Intensity described in the application for a development permit or building permit. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED:TASr L CATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF E Y BY Tl AWS O ATE OF WA4,STdIN ' t elf UTHORIZED TO APPLY FOR THIS PERMIT. PROPERTY WN OR AUT (0 ED GENT: ; TR # Signature: Print Name: l/ � � c Zt in Mailing Address: Date: .7/1/2 `7 Day Telephone: 7a4 - '/4' '13af 0 S-G(hmn Muco 1-aktr.IX01 60 e'09aY City State Zip WPW E eOTNERNaude Waldfornu%Trafnc ConeurRncr Application 2.942.doca Pate 1 of 2 DIS - 021 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME Floor & Decor PERMIT # PW 17 - If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization $1,000.00 Erosion prevention $5,000.00 Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements $78,000.00 $90,000.00 $174,000.00 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume Enter total fill volume 980 cubic yards 980 cubic yards $250 (1) $2,500.00 $1,480.00 Use the following table to estimate the grading plan review fee. Use the reater of the excavation and fill volumes. CITY OF TUKWILA SEP 2 6 2017 PERMIT CENTER QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00. 1,001 — 10,000 $49.25 10,001 —100,000 $49.25 for Or 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1s1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1sT 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees 23.50 (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 4,253.50 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 01/01/14 1 4NORRE.CT ► d 0 0 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) $ 3,980.00 (6) 7. Pavement Mitigation Fee $ 0.00 (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for 1St 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001-10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the lst 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 01/01/14 2 23.50 (8) 200.18 (9) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin A 1 Total A through E $ 0.00 (9) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ I. Other Fees $ Total A through I $ 0.00 (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 4,203.68 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2014 —12.31.2015 Total Fee 0.75 $625 $6005 $6630 1 $1125 $15,012.50 $16,137.50 1.5 $2425 $30,025 $32,450 2 $2825 $48,040 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 01/01/14 Temporary Meter 0.75" $300 2.5" $1,500 3 Clear Form BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 0 PROJECT NAME Floor & Decor Ch4,ISowfiltcc,.-Fc( 174 -v 4 -11A1 If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. PERMIT # -7"" b h ® 217 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention $250 (1) $1,000.00 $5,000.00 W --r' 3 Water/Sewer/Surface Water $.78;888780- 15®00/„ / Road/Parking/Access 44 v $90,888.88 A. Total Improvements / (VI/ 000 41-747€03700 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. 3g o $174"80700— D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) $2,500.00 v 5. Enter total excavation volume -980- /0 cubic yards Enter total fill volume 980 cubic yards Use the following table to est' mate the grading plan review fee. Use the reater of the excavation and fill volumes. 4 980.00 (4) QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 –100 $23.50 ./ 101 – 1,000 'J $37.00 1,001 – 10,000 $49.25 10,001 – 100,000 $49.25 for 1s' 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 –200,000 $269.75 for lsi 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1sT 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees 28.58- (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 3 I (-7 0— / The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the vitt application/plan and 2) a follow-up review associated with a correction letter. Each additioAaLrev vF RVVILA attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Re Fel . U Approved 09.25.02 Last Revised 01/01/14 0RRECTION SEP 2 6 2017 PERMIT CENTER 1 0 0 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) 9ee-ee- (6) 7. Pavement Mitigation Fee $ 0.00 (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. $ 151 QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 -100 $37.00 101 — 1,000 '/ $37.00 for 1St 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 —10,000 $194.50 for 1St 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1St 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1St 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 01/01/14 2 s $ X3-&56 (8) ...20048 (9) 0 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) B. Allentown Sewer (Ordinance 1777) C. Ryan Hill Water (Ordinance 1777) D. Allentown/Foster Pt Water (Ord 2177) E. Allentown/Foster Pt Sewer (Ord 2177) F. Special Connection (TMC Title 14) G. Duwamish H. Transportation Mitigation I. Other Fees DUE WHEN PERMIT IS ISSUED 0.00 (9) $ $ o Total A through I $ /S(.0 ?'2,1100—(10) (6+7+8+9+10+11) $ ¢�, 34 , ,% —47-263768 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2014 —12.31.2015 Total Fee 0.75 $625 $6005 $6630 1 $1125 $15,012.50 $16,137.50 1.5 $2425 $30,025 $32,450 2 $2825 $48,040 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 01/01/14 Temporary Meter 0.75" $300 2.5" $1,500 3 Clear Form Cash Register Receipt City of Tukwila Receipt Number R15682 DESCRIPTIONS ACCOUNT QUANTITY I PAID PermitTRAK $104.00 D17-0217 Address: 17651 SOUTHCENTER PKWY Apn: 3523049088 $104.00 PUBLIC WORKS $104.00 FILING AND RECORDING FEES TOTAL FEES PAID BY RECEIPT: R15682 R000.345.890.00.00 0.00 $104.00 $104.00 Date Paid: Monday, October 22, 2018 Paid I* LEVITZ-TUKWILA LLC Pay Method: CHECK 000248 Printed: Monday, October 22, 2018 4:17 PM 1 of 1 SYS, DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY . PAID $69.87 D17-0217 Address: 17651 SOUTHCENTER PKWY Apn: 3523049088 $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: R14760 R000.345.830.00.00 1.00 $67.83 $69.87 Date Paid: Wednesday, June 20, 2018 Paid By: DAVID ARCHIE Pay Method: CREDIT CARD 032566 Printed: Wednesday, June 20, 2018 3:58 PM 1 of 1 CRSYSTEMS • CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 06/20/2018 03:56:52 PM CREDIT CARD SALE VISA CARD NUMBER: **********0142 K TRAN AMOUNT: $69.87 APPROVAL CD: 032566 RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy Page 2 of 2 https: //classic. convergepay. comNirtualMerchant/transaction. do?dispatchMethod=printTra... 6/20/2018 Receipt` Number R14395 • DESCRIPTIONS PermitTRAK ACCOUNT 1 QUANTITY PAID $69.87 D17-0217 - Address: 17651 SOUTHCENTER PKWY ' = Apn: 3523049088 $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: R14395 R000.345.830.00.00 :1.00 $67.83 $69.87 Date Paid: Wednesday, May 02, 2018 Paid By: DAVID ARCHIE Pay Method: CREDIT CARD 009953 Printed: Wednesday, May 02, 2018 9:35 AM 1 of 1 I?SYSTEMS CashrRegisterReceipt. 'Receipt. Number °- City of Tukwila t R14040 DESCRIPTIONS ACCOUNT QUANTITY PAID $69.87 PermitTRA_K , , .. , ,..`; ,y. _ t . ,:c - .,'; t , ` 4 ^: ` D17=0217 Address: _17651 SOUTHCENTER PKWY Apn. 3523049088, ; �; --'!� $69F87 Credit Card Fee y < .$2.04 ' Credit Card Fee R000.369.908.00.00 0.00 $2.04 • DEVELOPMENT .$67.83. ADDITIONAL PLAN REVIEW R000.345.830.00.00 11.00 $67.83 _ r TOTAL FEES PAID BY RECEIPT: R14040 $69.87 Date Paid: Tuesday, March 20, 2018 Paid By: PAUL HOCKERSMITH Pay Method: CREDIT CARD 144643 Printed: Tuesday, March 20, 2018 11:45 AM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS 1 PermitTRAK ACCOUNT QUANTITY PAID $69.87. D17-0217 Address: 17601 SOUTHCENTER PKWY Apn: 3523049088 $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: R13200 R000.345.830.00.00 1.00 $67.83 $69.87 Date Paid: Friday, January 05, 2018 Paid By: PAUL C HOCKERSHITH Pay Method: CREDIT CARD 183270 Printed: Friday, January 05, 2018 1:37 PM 1 of 1 CSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK •ACCOUNT QUANTITY I PAID $21,253.82 D17-0217 Address: 17601 SOUTHCENTER PKWY Apn: 3523049088 $21,253.82 DEVELOPMENT $20,241.95 PERMIT FEE R000.322.100.00.00 0.00 $20,237.45 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.S0 TECHNOLOGY FEE I $1,011.87 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12549 R000.322.900.04.00 0.00 $1,011.87 $21,253.82 Date Paid: Wednesday, October 11, 2017 Paid By: FLOOR & DECOR Pay Method: CHECK 645201 Printed: Wednesday, October 11, 2017 3:10 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT ( QUANTITY PAID PermitTRAK $45,156.80 D17-0217 Address: 17601 SOUTHCENTER PKWY Apn: 3523049088 $45,156.80 PUBLIC WORKS $45,156.80 TRAFFIC IMPACT FEE TOTAL FEES PAID BY RECEIPT: R12548 R104.345.840.00.00 0.00 $45,156.80 $45,156.80 Date Paid: Wednesday, October 11, 2017 Paid By: FLOOR & DECOR Pay Method: CHECK 645198 Printed: Wednesday, October 11, 2017 3:04 PM 1 of 1 CSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS IACCOUNT QUANTITY I PAID PermitTRAK $1,941.55 D17-0217 Address: 17601 SOUTHCENTER PKWY Apn: 3523049088 $1,941.55 PUBLIC WORKS $1,941.55 PERMIT ISSUANCE/INSPECTION FEE TOTAL FEES PAID BY RECEIPT: R12550 R000.342.400.00.00 0.00 $1,941.55 $1,941.55 Date Paid: Wednesday, October 11, 2017 Paid By: CENTERPOINT INTEGRATED SOLUTIO Pay Method: CHECK 6953 Printed: Wednesday, October 11, 2017 3:12 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY I PermitTRAK PAID $4,203.68 D17-0217 Address: 17601 SOUTHCENTER PKWY Apn: 3523049088 1 $4,203.68 PUBLIC WORKS $4,049.95 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $938.45 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $2,880.00 GRADING PLAN REVIEW R000.345.830.00.00 0.00 $37.00 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $194.50 TECHNOLOGY FEE $153.73 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12551 R000.322.900.04.00 0.00 $153.73 $4,203.68 Date Paid: Wednesday, October 11, 2017 Paid By: FLOOR & DECOR Pay Method: CHECK 645200 Printed: Wednesday, October 11, 2017 3:13 PM 1 of 1 CSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK PAID $13,154.34 $13,154.34 $13,154.34 $13,154.34 $13,154.34 D17-0217 Address: 17601 SOUTHCENTER PKWY Apn: 3523049088 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R12111 R000.345.830.00.00 0.00 Date Paid: Friday, August 11, 2017 Paid By: FLOOR & DECOR Pay Method: CHECK 641729 Printed: Friday, August 11, 2017 2:03 PM 1 of 1 'SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS QUANTITY PAID $250.00 $250.00 $250.00 $250.00 $250.00 PermitTRAK D17-0217 Address: 17601 SOUTHCENTER PKWY Apn: 3523049088 PUBLIC WORKS BASE APPLICATION FEE TOTAL FEES PAID BY RECEIPT: R12112 R000.322.100.00.00 0.00 Date Paid: Friday, August 11, 2017 Paid By: FLOOR & DECOR Pay Method: CHECK 641731 Printed: Friday, August 11, 2017 2:04 PM 1 of 1 C1 SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION D11 -62I7 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro o- ,, eccor Tof�non: 640,at Address: 17(Q5I5att 4c 6<u Date Called: Special Instructions: OA % 0rO1.4 p j Bit Date Wanted:..-a.ma.m. 6_1 q.zo .1. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ::.3 4 kir riLy FdAt , le PiLk/rl'v&t)Ori S bt Jde OA % 0rO1.4 p j Bit * Fiecli liec--,/54--e— e z Inspector ( /% Date: / `�� 4,21 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 017-U211'7 P : l � 'Gp y TAe of tnspe tion: OEcAA IcA%vt n, VIAL . . Address: /7(5/ -ie Date Called: .i J „IA -C 4e,^ /%v i 432,-T7 Special Instructions: • Date Wanted: Y! L�' Za � a.m. p.m. tl .' r lP1- L(,t�LC c6141 Requester; A4 Kei i mi.- &&d L,:► ,5 co.iri (Q . Phwe No: A- lLo.t, a 4.fO'a J4 �-7 30 0 Approved per applicable codes. LICorrections required prior to approval. COMMENTS: ►fid . ► .i . . II ,/, Rid/5 ;./pel-ate .i J „IA -C 4e,^ /%v i 432,-T7 3. eci-i-cktrrS comi 4& A-A7Y,tdi;a 190/ -► mi- Jr el Z-trics. dt Y. "ic1/,y- _S 9* C Ccla ..tiiL tl .' r lP1- L(,t�LC c6141 dcastes /1,, -I� . i mi.- &&d L,:► ,5 co.iri (Q . (°. lenift5A 5-fr;� ii „v- ,4 ,04 cd- Id A- lLo.t, a 4.fO'a J4 Date: rrn REINSPECTION FEE REQUIRED. Prior to next insp paid at 6300 Southcenter Blvd., Suite 100. Call t INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 Project: PICIDrk Decoy- Type lnspectioon: r'r Address: ►\ -)G RPvue Wei A Date Called: Pi (1 j Special Instructions: v Date Wanted: tixD1I0 pm. Requester: MAcg Moore Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: o1k c, Vie) walrk . 5.ef2 V711 -r, Dat(P�a401 i23 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit DIS 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: 1 C' iomr h 00 Type oftlns�pection: - VJ rl eN0.Xn A�r' ^Sss: - f ckUl Date Called: 6 tI6 ,CJa.i _ Special Instructions:SOAWAlie Date Wanted. 10 lict110 i p.m. Requester: IkA OOr Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS:i_ 4 ` �•a- i 1 1 4 t d -P i r j eeJ\ G.t-C. Py 't- r envkrol metak k c&f e A s 'r 4 %y. 4. G ,1 I AA (4 ,1. Ivi, d .2.tA.,C.,Q N 44 4"'+o PLAAmo 5 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 ori- o).1 - Project: Type of Inspection: Address: C1tto (5\ so Date Called: Ca�tb(t`6 Special Instructions: Date Wanted: (r,C V4 (4S j ' p.m. Requester/ I\MPhone No: DApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: ()Ms.() _ 1" t1" " 00 PLAAA,p \e44- 9 fwe:01 cirN ent Insp tor - Date: (-(1, I el 1c) 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 D17-69/7 Project: CY benC3✓ Type of Inspection: JiJ Address: . I'"1(0S1 sly. cp,(L4' tOAty Date Called: NO\ 0 Special Instructions: Date Want �C���/ v J lJ a.m Requester: Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: ArriLIAIN kiVot tAgin cxmL Q4 bvv s:19-v ,kv Inspe or: � n UV V Date' te,..?„1155 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 1)17- o 17 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Project:Type '--, ROO ( .i 0( ( 0 ,---- of Inspection: wiri6--- Address: /76 ,,, ;SO (A:# l(e/tle7 12441 Date Called: • Special Instructions: .. `.1 Date Wanted: Ca:iii) eshokk. '-p.;•m' Requester:. ,c444/114 e —bitt (DO/ KS Phone N6: ;53-6( Vi -100 (0 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: F: J• 0 --ther )31-4),) i9et Inspe tztobil viA41/1 Date: Iio • REINSPECTION FEE REQUIRED. Prior to next inspection., fee must be paid al 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 D11-021'7 Project: R �r I an Type o Inspection: I-AZM1') Acdress: I7451 S, Aha/ Date Called: Special Instructions: Date Wanted: a.m. —%S''2o�g p.m. Requester: Phone No: Approved per applicable codes. COMMENTS: CoL..p,P_) vt.2 Corrections required prior to approval. FelA1/44ji/Y —CPgrj-la (Loadi beck/ cifi-64*.,e, sue Cilkik)pc, -- 1 a (A) ;lc aJ FCC -Cc -4( hsfprley- rpevecworK, f --I f - C►, C, s iodt ra , Date, 20/F REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: GI'.iy-fA 'foY' Type of Inspection: li()FPIVE Address: / 74'• f ..C -i1411( (4 ('/Ic'4' Date Called: y 05404 e}' Special Instructions: Date Wanted a.m,.a /35/(/ Ii k 1: o I,. Requester r a LC. -1 Phone Nd::y 2460 Sio-Wd pproved per applicable codes. Corrections required prior to approval. COMMENTS: 1)P ?D a 1 � Insp�C'vN,la ► V AJ L" DatslI, 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 Permit Inspection Request Line (206) 438-9350 DIi-b217 (206) 431-3670 Project- ti-Orrir g Nom Ty of Inspection: a. te: kcx. .—. i ,J L Address: Date Called: Special Instructions: ---'* Date Wanted: _5- g - 2-0e C-a.m` • Requester: Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. COMME Inspector: Cia_4 Dates... g 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 pt7-C2(7 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: t FLS i 1. Type of nspectior�: ,� Address: 1%51 Stxe,riin tri twatt—eatrec" Special Instructions: Date Wante a.m. p.m. Requester: T (g -t4 L Phone No: 2- 321- 41267 Approved per applicable codes. Corrections required prior to approval. OMMENTS: U�� b (7-ff_cr /0\te-tP Inspector: 00 J Date: r-20— —20` or* 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�I'7-0217 Project: — • 4 / ,: `y r Type of Inspection: s.I. Address: / 7661 Sa.+« f Date Called: (J Special Instructions: /0,13a i " ► Wanted: -/-/2-2c Sr P.m. Requester:p-4. II Phone No: Z--374 -4/267 Approved per applicable codes. E Corrections required prior to approval. COMMENTS: rcoriiiws re — Aft Ovl vV C9 rok,---ri?Duir eig7Akesitiff7-- eAai4s /(- /616 �'<< Inspector: 7::(0_47 Date: 4/_/8. Z©& REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. CaIL to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D1'7-6217 Project.� 1 Type of Inspections. -. /V- Address: l7 ,5l £1/4t-Re,Gen' �Ct_MCalllV/L: otiL lr.v°`*Q. Special Instructions: ..1*--t0o04. fM -�• Date Wanted: a.m. - r 7-2118 p Requester: �`� Tfom 4f- ..... i " C- 3 � +0 lz Phone No: z4z 324 L/247 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4f- ..... i " C- 3 � +0 lz 1viS MaRtE , a atAferr14 0%111--" K0Ple_.e___ (tce P ;. — 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 D'1-0211 Project:t `--fOarWALL Type of Inspection:, at�T{Vllvia 3hCtar Address: 17495/ 5114- ter» 131v a, Date _ _ Special Instructions: Date Wanted: 3- /S -22:7,0 Ci.m.. p.m. Requester: Phone No: LJApproved per applicable codes. Corrections required prior to approval. COMMENTS: • Legi-i rsuev) tehela)70a6? CeAv‘kai -yr-iwWL -ate Lcie4(Shy-h o plyiA70erffil(tys-1-8)-- Inspectorrigt Date3 ,, 2/' REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: �� rAddress: T,ype�off Inspection: l 7( S 1 so,,�iri i BLvi Date Called: 3 -/ z- zo 1 Special Instructions: Date Wanted: 3—P-2-0/ a.md P.m. Requester: Phone No: ElApproved per applicable codes. L] Corrections required prior to approval. COMMENTS: Itha-3-:,094,LAYIA) refer/6e_ AZ04--0 Inspector 00 Date: 3-/3 -ALV. 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 D11-0217 Project: 1 FLoor E beCo Type of In pectin n: R-AmI f43 Address: 17b5 I Sok tu.ryr Pl<vi Date Called: 3- i- 2_048 Special Instructions: Date Wanted: 3 — iZ -?,OW p.m. Requester: Phone No: Approved per applicable codes. D Corrections required prior to approval. COMMENTS: no=+' -12m-14-/ Arr ir 1, tAidtd-4 es9 ssyvt -cry Power - Inspector V,7 IN Date:_/,Z 20/( REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit ➢i7 0` l�' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro,ct: C6 c/ ET .\ Type of Inspection: C >✓1` r $L 441-13 Address:Date 4 [7� ssovin Called: Ati(b,,1% Special Instructions: Date Wanted:cc�� 2 j U a.m. p.m. Requester: &WL Phone No: ,ix1e2- ?2-i-42.CDri IglApproved per applicable codes. E Corrections required prior to approval. COMMENTS: Inspector: cs Date: 2 '5-'6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. INSPE ION NO. INSPECTION RECORD Retain a copy with permit PJ7-o2�"7 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: Z ee xsh 2a3,' Type of Inspection: rmilvi /G.-- Address: /7.50 .5,4,7)fre&—/y7A-ffatY Date Called: Special Instructions: Date Wanted: F 1 m„ p.m. Requester: PedL Phone No: te 2-321- 924.7 El\Approved per applicable codes. E] Corrections required prior to approval. COMMENTS: fro-►4'WN,r R, 'ATV Inspector: Date: -/-/8 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 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ,..— 0v '"� /'Q.Cor Type of Inspection: G'ra^-y-e-4 !,/0/74vf Address: Suite #: / 76257 j'C /kW/ Contact Person: 1 Special Instructions: t Phone No.: IX Approved per applicable codes. Corrections required prior to approval. COMMENTS: A 1 i4dd A' re C? UICe 3 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector f S`J Date: (o// y/f 5 Hrs.: $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 oar PERMIT NUMBERS CITY OF TUKWILAFIRE DEPARTMENT 206-575-4407 Project: ryeaor) 7)- c,o v",4—':( Sprinklers: Type of Inspection: 4- i't-, Address: / r Suite #: l -7 S l SC /1L (nt Contact Person: _Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: A / 2- -2271( w 11 L7 Wf & 0 474 -Ta ode U Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:, R Date: 6/l yfi i Hrs.: 1- 6 v / ./ $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 /8-r- OW )) 7 -- O Z;/ —; PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:b12..C.(k- ift 00 j ection: Type of Inspection: P7A Address: Suite #: / 776 5/ SC /0//6vt/ Contact Person: Special Instructions:f / Phone No.: FIT Approved per applicable codes. ( Corrections required prior to approval. COMMENTS: :::::' Sprinklers: Fire Alarm: , Hood & Duct: Monitor: V(iL 4:1) r 5tea _ , i,: 11: / -nom / -- -W 6-440v- 4- r\ -A 010ui ri ei,L ieaa-llr„'y Pre -Fire: Permits: if go . ✓) ( d F ©et-vr c jo 4/, 4 - 1 la' I CS ,,.,sI, G✓A-ler Plus /7 C.,44-1-7, i+ -r i tNI Pkw./ li.i �i Oex„.I ii- s 4?JI r v i - v Needs Shift Inspection: :::::' Sprinklers: Fire Alarm: , Hood & Duct: Monitor: V(iL 4:1) r 5tea , Pre -Fire: Permits: ( Occupancy Type: Inspector: / :::::' fl 1'(3 Date: y///3// g Hrs.: $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 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 'f-0ZI1 PERMIT NUMBERS. CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: i.-7�� r-- � - Type of Inspection: Address:Contact Suite #: / 60j Se, 'PV,sAivti Person: Special Instructions: 1 Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: . 1/2c 1! 11 ------ -SSS( Th ( 4 j - /9As s ` 2. oui,s # / e 2/1 ''37 , *3 2 /ops , Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: . Inspector: - — J? ( Date: 6/Nilo Hrs.: .7- 0 $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. P. l' 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit )fl--az1-1 fr'S QUA PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: i Type of Inspection: Address: / Suite #: / 7(0 0 ( 'C �31v °11 Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved•per. applicable codes. Corrections required prior to approval. COMMENTS: 1c._ trqct__ r 0 iciA Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: �s _- c �,? Date: ��j(`/ 6 Hrs.: f - 0 r 1 $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 ›n- /g- S ›ll - /g -S-- Dot/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 1 Project: / - CDr Type of Inspection: t it&//- Si,Qc74i Address:� Suite #: / 75/ � P41 Contact Person: Special Instructions: Occupancy Type: . Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: qhs c. 01, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: . Inspector: //-7 S 3 Date: h e Hrs.: /_ 0 $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 \1- 0z 1 -5-004 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT. 206-575-4407 Project:../7:74 1- (oor, e. c o r- Type of Inspection:. w a_ f c,4 Address: V Suite #: / 7(00/ C, pia,,,(,( Contact Person: Special Instructions: ' Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: c --3 Date: //ZZ/( Hrs.: /. d $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 intertek Building Inspections City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 X17-©2.17 Project Number: 07121705 June 19, 2018 Professional Service Industries, Inc. 20508 56th Ave. W 1 Suite 104 1 Lynnwood, Washington 98036 Phone: (425) 409-2504 Fax: (425) 582-8193 . RE: [ Permit No. D170217, We have completed the requested special inspections on the subject project. All work requiring special inspection was, to the best of this agency's knowledge, inspected and reported as specified on permit documents. Project Name: Project Address [Permit No.' Floor & Decor — Building Remodel 17601 Southcenter Parkway D170217 We have completed the requested special inspections on the subject project. All work requiring special inspection was, to the best of this agency's knowledge, inspected and reported as specified on permit documents. • Soils • Reinforced Concrete • Reinforced Masonry • Epoxy/Mechanical Anchors • Welding If there are any questions regarding this change please contact PSI at (425) 248-2404. Respectfully submitted, Professional Service Industries, Inc. Deborah Priest, P.E. Principal Consultant' Eric Allen, El Branch Manger www.intertek.com/building fl Tukwila Floor & Decor 17601 Southcenter Parkway Tukwila, Washington, 98188 Technical Information Report 1505 Westlake Ave. N Suite 305 Seattle, WA 98109 T 206.522.951 F 206.522.834 www.pacland.com+ Prepared By: Chris Dowd Reviewed By: Luke Randles, P.E. Prepared: June 2017 CEIVED AUG 15 2017 TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA AUG 112011 PERMIT CENTER NT 02,17 Pwlz Floor & Decor Section Table of Contents Technical Information Report Tukwila, Washington Table of Contents Page EXECUTIVE SUMMARY 3 SECTION 1- PROJECT OVERVIEW 5 SECTION 2 - CONDITIONS AND REQUIREMENTS 13 SECTION 3 - OFF-SITE ANALYSIS 16 SECTION 4 - WATER QUALITY FACILITY ANALYSIS 17 SECTION 5 - CONVEYANCE SYSTEM ANALYSIS AND DESIGN 18 • SECTION 6 - SPECIAL REPORTS AND STUDIES 18 SECTION 7;- OTHER PERMITS 18 SECTION -8 - CSWPPP ANALYSIS AND DESIGN 19 SECTION 9- BOND QUANTITIES,•FACILITY SUMMARIES, AND DECLARATION OF COVENANT 21 SECTION'10 OPERATIONS AND MAINTENANCE MANUAL 22 ._APPEN.DICES:' A- EXHIBITS' B - PLANS C -OPERATIONS AND MAINTENANCE MANUAL D - WATER QUALITY ANALYSIS E -ADDITIONAL MAPS ail PACLAN D } k Project #10298006 Page 2 C c G Floor & Decor Executive Summary Technical Information Report Tukwila, Washington The proposed development is located at 17601 Southcenter Parkway in Tukwila, Washington. The site is bordered by commercial retail to the northwest, Southcenter Parkway to the east, commercial retail to the southeast and an undeveloped lot the southwest. The site is currently occupied by a furniture store and a vacant commercial building with associated drive aisles and parking lot. The entire lot is approximately 9.93 acres in size. The project involves remodel of the vacant commercial building and modifications to the parking field, including grading, construction of curbed landscape islands, and modifications to the existing storm drainage system. The project site lies within the Duwamish Estuary Subwatershed, which is part of the Green/Duwamish River Watershed. The property is zoned TUC -CC (Tukwila Urban Center - Commercial Corridor). The comprehensive plan designation for the site is also TUC -CC. Design Criteria: The City of Tukwila has adopted the King County Surface Water Design Manual 2016 (KCSWDM). Per the requirements of KCSWDM, water quality mitigation will be required as a result of the proposed development. There are no additional detention/flow control requirements due to the project's location in the Tukwila South drainage basin. as confirmed during the pre -application meeting. This storm report has been prepared to identify the requirements related to the portion of the site that is being disturbed as a result of this development. Table 1 Jurisdictional Requirements Peak Runoff Control: Match the pre -developed discharge rates from 50% of the 2 -year peak flow up through the full 50 -year peak flow Water Quality: Downstream of Detention: Full 2 -yr release rate from the detention facility Preceding detention: 91st percentile, 24- hour runoff rate Conveyance Design: 25 -year storm event PACLAND Project #10298006 Page 3 Floor & Decor Technical Information Report Tukwila, Washington Proposed Drainage System: The project will involve grading to fill existing truck docks along the northern face of the building to the existing finished floor elevation. As a result of these improvements, the parking lot will also need to be re -graded to provide appropriate pavement slopes, pedestrian connection from accessible stalls to the front entry, and new stormwater treatment facilities to mitigate the replaced impervious areas. Curbed islands will also be constructed to provide additional site landscape areas. The proposed water quality system will consist of a modular wetland structure, which will provide enhanced water quality treatment prior to entering the existing storm drainage system. The structure has been sized to accommodate runoff from the replaced pavement areas, as well as undisturbed impervious surfaces that drain to the structure. See Section 6 for more detail about the proposed drainage system. PACLAND Project #10298006 Page 4 Floor & Decor Technical Information Report Section 1 - Project Overview Tukwila, Washington Project Description The proposed development is located at 17601 Southcenter Parkway in Tukwila, Washington. The site is bordered by commercial retail to the northwest, Southcenter Parkway to the east, commercial retail to the southeast and an undeveloped lot the southwest. The site is currently occupied by a furniture store with associated drive aisles and parking lot. The entire lot is approximately 9.93 acres in size. The project involves remodel of a commercial building along with associated parking, drive aisles, landscaping, utilities, and storm drain facilities. Site Location Figure 2 - Site Location Location: 17601 Southcenter Parkway, Tukwila, WA 98188 Section/Township/Range: NW Quarter of Section 35, Township 23, Range 04 Parcel/Tax Lot(s): Northern - 3523049087 Southern - 3523049088 Size: 9.93 acres City, County, State: Tukwila, King County, Washington Governing Agency: City of Tukwila Design Criteria: 2016 King County Surface Water Design Manual Drainage Basin: The project site is located within the Tukwila South drainage basin. PACLAND Project #10298006 Page 5 Floor & Decor Soils Websoil Survey Technical Information Report Tukwila, Washington e - Figure 3 - Site Soils (USDA Web Soil Survey Map) The site is underlain entirely of Urban Land according to the USDA Natural Resource Conservation Service, Web Soil Survey for King County Area, Washington. PACLAND Project #10298006 Page 6 e 1 7.1 C C' c Floor & Decor Technical Information Report Tukwila, Washington Existing Conditions The existing site consists of a network of catch basins and subsurface piping that collects stormwater and conveys it to an existing municipal stormwater system located along Southcenter Parkway. The area to be modified currently drains to two catch basins, one located to collect runoff in the truck dock area, and one to receive runoff in the central parking lot area. An upstream and downstream analysis of the site will be described in more detail in Section 4. An exhibit showing the existing conditions is provided in Appendix A. Developed Conditions The development involves filling the truck docks and grading away from the building, and as such, the truck dock catch basin will no longer collect runoff. The existing catch basin located in the central parking area will be replaced by a treatment structure which also incorporates a catch basin -style collection point. The proposed structure will be located in a new curbed landscape island, and will collect and provide water quality treatment of runoff prior to discharging treated stormwater to the existing municipal system located along Southcenter Parkway. Since the existing site is 100% impervious in the area of development, runoff generated by the development will be decreased slightly due to the construction of landscape islands. An exhibit showing the developed conditions is provided in Appendix A. PACLAND Project #10298006 Page 7 Floor & Decor Technical Information Report Tukwila, Washington KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner Floor & Decor Phone (404) 315-6287 Address 2233 Lake Park Drive Smyrna. GA 30080 Project Engineer Luke Randles Company PACLAND Phone (206) 522-9510 Part 3 TYPE OF PERMIT APPLICATION ❑ Landuse (e.g.,Subdivision / Short Subd. / UPD) I] Building (e.g.,M/F / Commercial / SFR) ❑ Clearing and Grading D Right -of -Way Use ❑ Other Part 2 PROJECT LOCATION AND DESCRIPTION Project Name Tukwila Floor & Decor DPER Permit Location Township 23 N Range 04 E Section 35 Site Address 17601 Southcenter Parkway Part 4 OTHER REVIEWS AND PERMITS ❑ DFW HPA ❑ COE 404 ❑ DOE Dam Safety ❑ FEMA Floodplain ❑ COE Wetlands ❑ Other ❑ Shoreline Management ❑ Structural Rockery/VautU ❑ ESA Section 7 Part 5 PLAN AND REPORT INFORMATION Technical Information Type of Drainage Review (check one): Date (include revision dates): Date of Final: Report ® Full ElTargeted ❑ Simplified ❑ Large Project ❑ Directed 06/14/2017 Description: (include conditions in TIR Section 2) Modular Wetland System (Water Quality) Site Improvement Plan Type (check one): Date (include revision dates): Date of Final: Plan (Engr. Plans) 0 Full ❑ Modified D Simplified , 06,14/2017 Approved Adjustment No. Date of Approval: Part6 SWDMADJUSTMENTAPPROVALS Type (circle one): Standard / Experimental / Blanket Description: (include conditions in TIR Section 2) Modular Wetland System (Water Quality) Approved Adjustment No. Date of Approval: 20115 Suth}re N'alcr Design Manual 1 4/_4/2_016 PACLAND Project #10298006 Page 8 D D D D D D a D 0 0 0 0 D 0 0 0 Floor & Decor Technical Information Report Tukwila, Washington KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 7 MONITORING REQUIREMENTS •r Monitoring Required: Yes ie Start Date: Completion Date: Describe: Re: KCSWDM Adjustment No. Part 8 SITE COMMUNITY AND DRAINAGE BASIN Community Plan : Special District Overlays: Drainage Basin: Tukwila South Stormwater Requirements: Part 9 ONSITE AND ADJACENT SENSITIVE AREAS ❑ River/Stream © Steep Slope (Not impacted by development) ❑ Lake ❑ Erosion Hazard ❑ Wetlands ❑ Landslide Hazard ❑ Closed Depression ❑ Coal Mine Hazard ❑ Floodplain ❑ Seismic Hazard ❑ Other ❑ Habitat Protection CI Part 10 SOILS Soil Type Urban Land Slopes 0%•5% Erosion Potential Low ❑ High Groundwater Table (within 5 feet) ❑ Sole Source Aquifer ❑ Other ❑ Seeps/Springs ❑ Additional Sheets Attached 21)16 Surface Water Design Manual 2 •124/2016 PACLAND Project #10298006 Page 9 Floor & Decor Technical Information Report Tukwila, Washington KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET `Part 11DRAINAGE DESIGN •LIMITATIONS REFERENCE LIMITATION / SITE CONSTRAINT ❑ Core 2 — Offsite Analysis Sensitive/Critical Areas LI SEPA Lj LID Infeasibility ❑ Other ❑ Additional Sheets Attached Part 12 TIR SUMMARY SHEET (provide one TER Summary Sheet per Threshold Discharge Area) Threshold Discharge Area: (name or description) Core Requirements (all 8 apply); Discharge at Natural Location Number of Natural Discharge Locations: 1 Offsite Analysis Level: 1 / 2 / 3 dated: Flow Control (include facility Level: 1 / 2 / 3 or Exemption Number summary sheet) How Control BMPs Conveyance System Spill containment located at: Erosion and Sediment Control / CSWPP/CESCL/ESC Site Supervisor Construction Stormwater Contact Phone: Pollution Prevention After Hours Phone: Maintenance and Operation Responsibility (circle one): OW / Public If Private, Maintenance Log Required: Yes e Financial Guarantees and Provided: / No Liability Water Quality (include facility Type (circle one): Basic / Sens. Lake / _ nhanced Basi / Bog summary sheet) or Exemption No, Landscape Management Plan: (� / No Special Requirements (as applicable): Area Specific Drainage Type: CDA / SDO / MDP / BP / LMP / Shared Fac. Requirements Name: Floodplain/Ftoodway Delineation Type (circle one): Major / Minor / Exemption / C 100 -year Base Flood Elevation (or range): Datum: Flood Protection Facilities Describe: 2(1( Surfacc N'atgr ncsign Manual 4124/2016 PACLAND Project #10298006 Page 10 1 c 0 0 0 D 0 1 0 0 D 0 a a D D B 8 a a B �i B B a �i Floor & Decor Technical Information Report Tukwila, Washington KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 12 TIR SUMMARY SHEET (provide one TIR Summary Sheet per Threshold. Discharge Area) Source Control (commercial / industrial land use) Describe land use: Commercial Describe any structural controls: Oil Control High -use Site: Yes /0 Treatment BMP: Maintenance Agreement: Yes / No with whom? , Other Drainage Structures Describe: ® Cover Measures Part 13 EROSION AND SEDIMENT CONTROL REQUIREMENTS _ MINIMUM ESC REQUIREMENTS Type/Description MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION Type/Description AFTER CONSTRUCTION ❑ Clearing Limits ® Stabilize exposed surfaces ® Cover Measures ® Remove and restore Temporary ESC Facilities 0 Perimeter Protection ® Clean and.remove all silt and debris, ensure 0 Traffic Area Stabilization operation of Permanent Facilities, restore operation of Flow Control BMP Facilities as ISI Sediment Retention necessary ® Surface Water Collection 0 Flag limits of SAO and open space preservation ❑ Dewatering Control areas ❑ Dust Control 0 Other ❑ Flow Control ❑ Protection of Flow Control BMP Facilities (existing and proposed) ® Maintain BMPs / Manage Project Part 14 STORMWATER FACILITY DESCRIPTIONS (Note: Include Facility Summary and Sketch) Flow Control Type/Description Water Quality Type/Description ❑ Detention LI Infiltration ❑ Regional Facility 0 Shared Facility 0 Flow Control BMPs Other 0 Vegetated Flowpath 0 Wetpool 0 Filtration 0 Oil Control 0 Spill Control 0 Flow Control BMPs 0 Other Modular Wetlands 2016 Surface Water Design Manual 4 .4124/2016 PACLAND Project #10298006 Page 11 Floor & Decor Technical Information Report Tukwila, Washington KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 15 EASEMENTS/TRACTS Part 16 STRUCTURAL ANALYSIS D Drainage Easement El Covenant Native Growth Protection Covenant El Tract El Other L3 Cast in Place Vault El Retaining Wall El Rockery > 4' High L3 Structural on Steep Slope U Other Part 17 SIGNATURE OF PROFESSIONAL ENGINEER I. or a civil engineer under my supervision. have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attached Technical Information Report. To the best of my knowledge the information provided here is accurate. G6/1412017 Signed/Date 2016 Surface Water Design Mnnital .V24/2016 5 PACLAND Project #10298006 Page 12 Floor & Decor Technical Information Report Tukwila, Washington Section 2' -'Conditions and Requirements As required by the 2016 KCSWDM, this project is subject to a full drainage review. Therefore, the storm drainage design for this project is required to comply with all nine (9) Core Requirements, and six (6) Special Requirements. The requirements have been met as follows: Core Requirement #1: Discharge at Natural Location All surface and storm water runoff from a project must be discharged at the natural location so as not to be diverted onto or away from downstream properties. The manner in which runoff is discharged from the project site must not create a significant adverse impact to downhill properties or drainage systems. Response: Stormwater will continue to discharge to the same collections points as in the existing conditions. Core Requirement #2: Off -Site Analysis All proposed projects must submit an offsite analysis report that assesses potential offsite drainage and water quality impacts associated with development of the project site and propose appropriate mitigation of those impacts. The initial permit submittal shall include, at minimum, a Level 1 downstream analysis. Response: The project is exempt from the off-site analysis requirements, as it meets the criteria contained in exemption #2, namely that it does not add more than 2,000 square, feet of new impervious area, does not construct or modify a drainage pipe/ditch greater than 12 inches, and does not lie within or adjacent to a critical area. Core Requirement #3: Flow Control All proposed projects, including redevelopment projects, must provide onsite flow control facilities or flow control BMPs or both to mitigate the impacts of storm and surface runoff generated by new impervious surface, new pervious surface, and replaced impervious surface targeted for flow mitigation. Response: Due to the project's location in the Tukwila South drainage basin, and as confirmed by the City of Tukwila during pre -application meeting (PRE17-0006), no additional flow control measures are required for this project. PACLAND Project #10298006 Page 13 Floor & Decor Technical Information Report Tukwila, Washington Core Requirement #4: Conveyance System All engineered conveyance system elements for proposed projects must be analyzed, designed, and constructed to provide a minimum level of protection against overtopping, flooding, erosion, and structural failure. Response: The existing conveyance system will be reused as part of this project with additional conveyance added to accommodate the new building configuration and site layout as needed. Core Requirement #5: Erosion and Sediment Control All proposed projects that will clear, grade, or otherwise disturb the site must provide erosion and sediment controls to prevent, to the maximum extent practicable, the transport of sediment from the project site to downstream drainage facilities, water resources, and adjacent properties. Both temporary and permanent ESC measures shall be implemented. Response: Erosion and sediment control requirements will be an integral part of the project construction documents. These measures will include methods to reduce erosion of onsite site soils and to prevent sediments from inadvertently leaving the project site. Core Requirement #6: Maintenance and Operations Maintenance and operation of all drainage facilities is the responsibility of the property owner, except those facilities for which King County assumes maintenance and operation, and must be maintained and operated in accordance with King County maintenance standards. Response: An Operations and Maintenance Manual is included in this report — see Section 10. Core Requirement #7: Financial Guarantees and Liability All drainage facilities constructed or modified for projects must comply with the financial guarantee requirements in King County Ordinance 12020 and the liability requirements of King County Code (KCC) 9.04.100, excepting those privately maintained flow control BMPs not serving a private road designed for 2 or more lots. There are two types of financial guarantees for projects constructing or modifying drainage facilities. These are as follows: • The drainage facilities restoration and site stabilization guarantee • The drainage defect and maintenance guarantee. Response: These guarantees shall be provided prior to construction, per the conditions set forth in Core Requirement #7. PACLAND Project #10298006 Page 14 k. n L. n tJ r - r Floor & Decor Technical Information Report Tukwila, Washington Core Requirement #8: Water Quality All proposed projects, including redevelopment projects, must provide water quality (WQ) facilities to treat the runoff from those new and replaced pollution -generating impervious surfaces and new pollution -generating pervious surfaces targeted for treatment. Response: Enhanced Basic Treatment is required, as more than 50% of the runoff that drains to the proposed treatment facility is from commercial land use. A Modular Wetland System treatment facility providing Enhanced Basic Treatment shall be constructed to treat stormwater runoff from the replaced site impervious areas exceeding the threshold discharge area requirements. A stormwater-adjustment will be obtained to allow for the use of this emerging technology. A detailed summary and analysis of the water quality basin and design is provided in Section 4 of this report. Core Requirement #9: On -Site BMPs All proposed projects, including redevelopment projects, must provide on-site BMPs to mitigate impacts of storm and surface water runoff generated by new impervious surface, new pervious surface, existing impervious surfaces, and replaced impervious surface targeted for mitigation as specified in the following sections. On-site BMPs include, but are not limited to, preservation and use of native vegetated surfaces to fully disperse runoff; use of other pervious surfaces to disperse runoff; roof downspout infiltration; permeable pavements; bioretention; limited. infiltration systems; and reduction of development footprint. Response: As the project is exempt from flow control, the project does not have to achieve the Low Impact Development performance standard, and do not have to consider bioretention, permeable pavement, or full dispersion. However, the soil moisture capacity of new pervious surfaces must be protected in accordance with KCC 16.82.100 (F) and (G). Special Requirement #1: Other Adopted Area -Specific Requirements King County may apply requirements for controlling drainage on an area -specific basis. Potential other adopted area -specific requirements may include: Master Drainage Plans, Basin Plans, Stormwater Compliance Plans, etc. Response: The project site does not lie within any known King County Master Drainage or Basin Plans. Special Requirement #2: Flood Hazard Area Delineation If a proposed project contains or is adjacent to a flood hazard area, the project must determine those components that are applicable and delineate them on the project's site improvement plans and recorded maps. Response: The project site does not lie within or adjacent to a Flood Hazard Area (determined by FEMA FIRM Panel 53033C0959 dated May 16, 1995) and therefore does not need to apply the provisions of this requirement. PACLAND Project #10298006 Page 15 Floor & Decor Technical Information Report Tukwila, Washington Special Requirement #3: Flood Protection Facilities Proper analysis, design, and construction are necessary to protect against the potentially catastrophic consequences if flood protection facilities such as levees and revetments should fail. Response: The proposed project will not rely on an existing flood protection facility, or modify or construct a new flood protection facility. Special Requirement #4: Source Control If a proposed project requires a commercial building or commercial site development permit then the water quality source controls applicable to the proposed project shall be applied in accordance with the King County Stormwater Pollution Prevention Manual. Response: Water quality source controls will be applied in accordance with the KCSWDM. A pollution prevention plan has been included in section 8 of this report. Special Requirement #5: Oil Control Projects proposing to develop or redevelop a high -use site must provide oil control in addition to other water quality controls required. Response: High use sites area defined as a commercial or industrial site that (1) has an expected average daily traffic count equal to or greater than 100 vehicles/1,000 SF of gross building area: (2) is subject to petroleum storage in excess of 1,500 gallons per year; (3) is subject to use, storage, or maintenance of a fleet of 25 or more diesel vehicles. The proposed development does not exceed any of these thresholds, and is therefore not required to provide oil control. Section 3 - Off -Site Analysis As stated in Section 2, the project is exempt from the off-site analysis requirements, as it meets the criteria contained in exemption #2, namely that it does not add more than 2,000 square feet of new impervious area, does not construct or modify a drainage pipe/ditch greater than 12 inches, and does not lie within or adjacent to a critical area. PACLAND Project #10298006 Page 16 n n c iza 1 ILJ c 1 c C C Floor & Decor Technical Information Report Section 4 - Water Quality Facility Analysis Tukwila, Washington Because the proposed development involves greater than 5,000 square feet of replaced impervious area, it will be necessary to provide water quality facilities for new and replaced impervious surfaces targeted for treatment. The proposed replaced impervious surfaces total 25,003 square feet (0.57 AC), not including isolated disturbed areas elsewhere on the site which fall below the treatment threshold. Since additional runoff other than the areas to be disturbed also flow to the location of the proposed treatment structure, those areas have been taken into account for the sizing of the water quality facility. The existing conditions for the project site area are identified in Table 3. An exhibit showing the existing conditions is provided in Appendix A. Table 3 Existing Discharge Area Land Cover Existing Pavement 0.74 AC Landscape 0.00 AC Total 0.74 AC The developed conditions for the project site area are identified in Table 4. An exhibit showing the developed conditions is provided in Appendix A. Table 4 Targeted Discharge Area Land Cover Existing Pavement (Replaced) 0.57 AC Pavement (Run-on) 0.14 AC Landscape 0.03 AC Total 0.74 AC Water Quality System Runoff from pollutant -generating surfaces will be managed using Modular Wetland water treatment structures prior to entering the existing municipal system. Per the requirements of the KCSWDM, water quality treatment will be provided such that 91% of the runoff generated from pollutant -generating surfaces is managed. For more information on the modular wetland details and plans, reference Appendix B. Per the KCSWDM, water quality flows have been determined using the Western Washington Hydrology Model (WWHM) continuous runoff model. Per the WWHM output included in Appendix D, the base water quality flow is 0.1153 CFS. Per Table 6.2.1.A of the KCSWDM and available isopluvial maps, also included in Appendix D, the WWHM flow rate has been increased by a factor of 1.93 to yield a design flow rate of 0.223 CFS. Modular Wetland Model MWS -L-8-8 is proposed, which provides a treatment flow rate of 0.230 CFS. PACLAND Project #10298006 Page 17 Floor & Decor Technical Information Report Tukwila, Washington Section 5 - Conveyance System Analysis and Design The existing conveyance system shall be re -used. As such, conveyance analysis is not required. Section 6 - Special Reports and Studies - FEMA FIRM Panel 53033C0959 Section 7 - Other Permits City of Tukwila Design Review City of Tukwila Building Permit City of Tukwila Type C Construction Permit Tukwila Fire Department Fire Protection Permit PACLAND Project #10298006 Page 18 Floor & Decor Technical Information Report Tukwila, Washington Section 8 - CSWPPP Analysis and Design All erosion and sediment control measures shall be governed by the requirements of the KCSWDM and the General Permit for Construction Storm Water. A National Pollutant Discharge Elimination System (NPDES) Permit will be not be required, as the proposed development will result in less than an acre of disturbance. A temporary erosion and sedimentation control plan will be prepared to assist the contractor in complying with these requirements. The Erosion and Sediment Control (ESC) plan will be included with the construction plans. 1. Construction Sequence and Procedure The proposed development will include an erosion/sedimentation control plan designed to prevent sediment -laden run-off from leaving the site during construction. The erosion potential of the site is influenced by four major factors: soil characteristics, vegetative cover, topography, and climate. Erosion/sedimentation control is achieved by a combination of structural measures, cover measures, and construction practices that are tailored to fit the specific site. The contractor will be responsible for implementing the following erosion control and storm water management control measures. The contractor may designate these tasks to certain subcontractors as they see fit, but the ultimate responsibility for implementing these controls and ensuring their proper functioning remains with the contractor. The order of activities will be as follows. Phase 1 1. Prior to any construction work on the site, representatives from the City of Tukwila must approve the storm water pollution prevention plan. 2. Mark clearing limits. 3. Install inlet protection to all existing catch basins. 4. Commence site grading. Phase 2 1. Disturbed areas of the site where construction activity has ceased for more than 7 days between May 1 and September 30 or 2 days between October 1 and April 30 shall be temporarily seeded and watered. 2. Construct permanent storm water facilities. 3. Install utilities, underdrains, storm sewers, curbs and gutters. 4. Prepare site for paving. Finalize pavement subgrade preparation. 5. Remove inlet protection around inlets and manholes no more than 48 hours prior to placing stabilized base course. 6. Install base material as required for pavement. Pave site. Do not pave over catch basins. 7. Complete final grading in non -parking areas and install permanent seeding and planting. PACLAND Project #10298006 Page 19 Floor & Decor Technical Information Report Tukwila, Washington The degree of erosion risk on the proposed project site is minimal. Slope across the site is minimal. Runoff will not travel at high velocities across the site and, therefore, will not cause noticeable erosion impacts. 2. Temporary Soil Stabilization Temporary stabilization practices for this project include: • Temporary seeding and planting of all unpaved areas using the hydro -mulching grass seeding technique. • Mulching exposed areas. • Installation of rolled erosion control products. Structural practices for this project include the following. Refer to the Erosion Control plans for specific locations and details: • Inlet protection using fiber fabric. Daily inspection of the erosion control measures will be required during construction. Any. sediment buildup shall be removed and disposed offsite at an appropriate disposal facility. Vehicle tracking of mud off-site shall be avoided. In the event that mud is tracked off site, it shall be swept and disposed of offsite on a daily basis. Because vegetative cover is the most important form of erosion control, construction practices must adhere to stringent cover requirements. More specifically, the contractor will not be allowed to leave soils open for more than 7 days between May 1st and September 30th and 2 days between October 1st and April 30th. Soils shall be stabilized at the end of the shift before a holiday or weekend if needed based on the weather forecast. Applicable practices include, but are not limited to, temporary and permanent seeding, sodding, mulching, plastic covering, and soil application of polyacrylamide. Soil stockpiles must be stabilized from erosion, protected with sediment trapping measures, and, where possible, be located away from storm drain inlets, waterways and drainage channels. 3. Permanent Erosion Control and Site Restoration Upon completion of the project, areas of the site that are not stabilized with paving, rooftops, or landscaping as shown on the site plans will be protected with either grass, ground cover/plantings or existing vegetation as shown on the Landscape Plans. In general, storm runoff from the site will be collected by catch basins connected to a storm water quality structure prior to discharging to the existing municipal storm drainage system. PACLAND Project #10298006 Page 20 Floor & Decor Technical Information Report Tukwila, Washington Section 9 - Bond Quantities, Facility Summaries, and Declaration of Covenant The following items will be submitted upon application for civil permit: • Declaration of Covenant for Privately Maintained Flow Control BMPs • Bond Quantity Worksheet • Flow Control and Water Quality Facility Summary PACLAND Project #10298006 Page 21 Floor & Decor Technical Information Report Tukwila, Washington Section 10 Operations and Maintenance Manual The owner or operator of the project shall be responsible for maintaining the stormwater facilities in accordance with local requirements. A manual detailing the operations and maintenance for all privately -maintained drainage facilities has been prepared and can be found in Appendix C. PACLAND Project #10298006 Page 22 0 r r— IG r r-� r Floor & Decor Technical Information Report Tukwila, Washington Appendix A - Exhibits PACLAND Project #10298006 Page 23 Floor & Decor Jun 13, 2017 — &24pen A 4 a .;i Technical Information Report Tukwila, Washington 0 zz NW 1/4 SEC 35, TWP 23, RGE 04, W.M. PROJECT SITE S 180TH ST w GRAPHIC SCALE 0 500 1000 2000 (IN FEET) 1 INCH = 1000 FT 1!Vi SkIt.),; 1=1000, FLOOR AND DECOR 17601 SOUTHCENTER PARKWAY TUKWLA, WA VICNTY MAP 06/14/2017 EX -1.0 PACLAN D Project #10298006 Page 24 r r 17-1 Floor & Decor Technical Information Report Tukwila, Washington PACLAN D Project #10298006 Page 25 Floor & Decor Technical Information Report Tukwila, Washington PACLAN D Project #10298006 Page 26 C r_ - L 0 D C 0 0 0 0 C L 0 Floor & Decor Technical Information Report Tukwila, Washington Appendix B - Plans PACLAND Project #10298006 Page 27 Floor & Decor Technical Information Report Tukwila, Washington PACLAN D Project #10298006 Page 28 Floor & Decor Technical Information Report Tukwila, Washington Appendix C - Operations and Maintenance Manual PACLAND Project #10298006 Page 29 Floor & Decor Technical Information Report Maintenance Checklist for Catch Basins and Inlets Tukwila, Washington Frequency Drainage System Feature 4 Problem Conditions To Check For Conditions That Should Exist M,S General Trash, debris, and sediment in or on basin Trash or debris in front of the catch basin opening is blocking capacity by more than 10%. No trash or debris located immediately in front of catch basin opening. Grate is kept clean and allows water to enter. M Sediment or debris (in the basin) that exceeds 1/3 the depth from the bottom of basin to invert of the lowest pipe into or out of the basin. No sediment or debris in the catch basin. Catch basin is dug out and clean. M,S Trash or debris in any inlet or pipe blocking more than 1/3 of its height. Inlet and Outlet pipes free of trash or debris. M Structural damage to frame and/or top slab Corner of frame extends more than 3/4 inch past curb face into the street (if applicable). Frame is even with curb. M Top slab has holes larger than 2 square inches or cracks wider than 1/4 inch (intent is to make sure all material is running into the basin). Top slab is free of holes and cracks. M Frame not sitting flush on top slab, i.e., separation of more than 3/4 inch of the frame from the top slab. Frame is sitting flush on top slab. A Cracks in basin walls/bottom Cracks wider than 1/2 inch and longer than 3 feet, any evidence of soil particles entering catch basin through cracks, or maintenance person judges that structure is unsound. Basin replaced or repaired to design standards. Contact a professional engineer for evaluation. A Cracks wider than 1h inch and longer than 1 foot at the joint of any inlet/outlet pipe or any evidence of soil particles entering catch basin through cracks. No cracks more than 1/4 inch wide at the joint of inlet/outlet pipe. Contact a professional engineer for evaluation. A Settlement/ misalignment Basin has settled more than 1 inch or has rotated more than 2 inches out of alignment. Basin replaced or repaired to design standards. Contact a professional engineer for evaluation. M,S Fire hazard of other pollution Presence of chemicals such as natural gas, oil, and gasoline. Obnoxious color, odor, or sludge noted. No color, odor, or sludge. Basin is dug out and clean. M,S Outlet pipe is clogged with vegetation Vegetation or roots growing in inlet/outlet pipe joints that is more than 6 inches tall and less than 6 inches apart. No vegetation or root growth present. PACLAN D Project #10298006 Page 30 0 D 3 a 0 D D a D e e 0 a 0 0 0 0 D D D D 0 D 9 a 0 fl Floor & Decor Technical Information Report Tukwila, Washington Maintenance Checklist for Conveyance Systems (Pipes, Ditches and Swales Frequency Drainage System Feature 4 Problem Conditions To Check For Conditions That Should Exist M,S Pipes Sediment & debris Accumulated sediment that exceeds 20% of the diameter of the pipe. Pipe cleaned of all sediment and debris. M Vegetation Vegetation that reduces free movement of water through pipes. All vegetation removed so water flows freely through pipes. A Damaged (rusted, bent, or crushed) Protective coating is damaged; rust is causing more than 50% deterioration to any part of pipe. Pipe repaired or replaced. M Any dent that significantly impedes flow (i.e., decreases the cross section area of pipe by more than 20%). Pipe repaired or replaced. M Pipe has major cracks or tears allowing groundwater leakage. Pipe repaired or replaced. M,S Open Ditches Trash & debris Dumping of yard wastes such as grass clippings and branches into basin. Unsightly accumulation of nondegradable materials such as glass, plastic, metal, foam, and coated paper. Remove trash and debris and dispose as prescribed by the County. M Sediment buildup Accumulated sediment that exceeds 20% of the design depth. Ditch cleaned of all sediment and debris so that it matches design. A Vegetation Vegetation (e.g., weedy shrubs or saplings) that reduces free movements of water through ditches. Water flows freely through ditches. Grassy vegetation should be left alone. M Erosion damage to slopes Check around inlets and outlets for signs of erosion. Check berms for signs of sliding or settling. Action is needed where eroded damage over 2 inches deep and where there is potential for continues erosion. Find caused of erosion and eliminated them. Then slopes should be stabilized by using appropriate erosion control measure(s); e.g., rock reinforcement, planting grass, compaction. PACLAND Project #10298006 Page 31 Floor & Decor Technical Information Report Tukwila, Washington Maintenance Checklist for Conveyance Systems (Pipes, Ditches and Swales) - continued A Rock lining out of place or missing (if applicable) Maintenance person can see native soil beneath the rock lining. Replace rocks to design standard. Varies Catch basins See Catch Basins Checklist. See Catch Basins Checklist. M,S Swales Trash & debris See above for Ditches. See above for Ditches. M Sediment buildup See above for Ditches. Vegetation may need to be replanted after cleaning. M Vegetation not growing or overgrown Grass cover is sparse and seedy or areas are overgrown with woody vegetation. Aerate soils and reseed and mulch bare areas. Maintain grass height at a minimum of 6 inches for best stormwater treatment. Remove woody growth, recontour, and reseed as necessary. M,S Erosion damage to slopes See above for Ditches. See above for Ditches. M Conversion by homeowner to incompatible use Swale has been filled in or blocked by shed, woodpile, shrubbery, etc. If possible, speak with homeowner and request that swale area be restored. Contact the County to report problem if not rectified voluntarily. A Swale does not drain Water stands in swale or flow velocity is very slow. Stagnation occurs. A survey may be needed to check grades. Grades need to be in 1- 5% range if possible. If grade is less than 1% underdrains may need to be installed. M,S Trash or litter Dumping of yard wastes such as grass clippings and branches onto grounds. Unsightly accumulation of nondegradable materials such as glass, plastic, metal, foam, and coated paper. Remove trash and debris and dispose as prescribed by the County. M,S Erosion of Ground Surface Noticeable rills are seen in landscaped areas. Causes of erosion are identified and steps taken to slow down/spread out the water. Eroded areas are filled, contoured, and seeded. A Trees and shrubs Damage Limbs or parts of trees or shrubs that are split or broken which affect more than 25% of the total foliage of the tree or shrub. Trim trees/shrubs to restore shape. Replace trees/shrubs with severe damage. M Trees or shrubs that have been blown down or knocked over. Replant tree, inspecting for injury to stem or roots. Replace if severely damaged. A Trees or shrubs which are not adequately supported or are leaning over, causing exposure of the roots. Place stakes and rubber -coated ties around young trees/shrubs for support. Comments: A = Annual (March or April, preferred) M = Monthly (see schedule) S = After major storms (use 1 -inch in 24 hours as a guideline) PACLAN D Project #10298006 Page 32 8 D 0 D e Q 0 Q e 0 a 0 d 0 Inspection Guidelines for Modular Wetland System - Linear inspection Summary MODUL Afk WETLANDS Inspect Pre -Treatment, Biofiltration and Discharge Chambers — average inspection interval is 6 to 12 months. • fl 17711711te average inspection time), NOTE: Pollutant loading vanes greatly from site to site and no Iwo sites are the sarne: Therefore, the first year requires inspection monthly during the wet season and every other month during the dry season in order to observe and record the amount of pollutant loading the system is receiving. System Diagram Access to separation chamber and pre -filter cartridges Filum Cot, tNet ?;€,fiiv Carul \,,I) Pre-treatment Chamber (2) Biofiltration Chamber (j Discharge Chamber Access to discharge chamber and orifice control W'.ftic4 UpOrtiram malifdit la ediaGREEN rik...) • EDIA rxalti-tirefrt IRV FI Colitc4 41se www.rnodularwetlands.corn 410iiiie Floor & Decor Technical Information Report Inspection Steps Tukwila, Washington KvA 'EfLuiNt) The core to any successful storrnwaterBMP maintenance program is routine inspections. The inspection steps required on the MWS Linear are quick and easy, As mentioned above the first year should be seen as the maintenance interval establishment phase. During the first year more frequent inspections should occur in order to gather loading data and maintenance requirements for that specific site. This information can be used to establish a base for long term inspection and maintenance interval requirements. The MWS Linear can be inspected though visual observation without entry into the system. All necessary pre -inspection steps must be carried out before inspection occurs, especially traffic control and other safety measures to protect the inspector and near -by pedestrians from any dangers associated with an open access hatch or manhole. Once these access covers have been safely opened the inspection process can proceed: • Prepare the inspection form by writing in the necessary information including project name, location, date & time, unit number and other info (see inspection form), • Observe the inside of the system through the access hatches. if minimal light is available and •vision into the unit is impaired utilize a flashlight to see inside the system and all of its chambers. • Look for any out of the ordinary obstructions in the inflow pipe, pre-treatment chamber, biofiltration chamber, discharge chamber or outflow pipe. Write down any observations on the inspection form. • Through observation and/or digital photographs estimate the amount of trash, debris and sediment accumulated in the pre-treatment chamber. Utilizing a tape measure or measuring stick estimate the amount of trash, debris and sediment in this chamber, Record this depth on the inspection form. www. modular wetian ds .c oto ETCA'NM V NOTE: During the first few storms the water level in the outflow chamber should be observed and a 6 long horizontal watermark line drawn (using a large permanent marker) at the water level in the discharge chamber while the system is operating at 100% capacity. The diagram below illustrates where a line should be drawn. This line is a reference point for future inspections of the system: Using a permanent marker draw a 6 inch long horizontal line, as shown, a higher water levet in the MWS Linear discharge chamber. Water level in the discharge chamber is a function of flow rate and pipe size. Observation of water level during the first few months of operation can be used as a benchmark level for future inspections. The initial mark and alt future observations shall be made when system is at 100% capacity (water level at maximum level in pre-treatment chamber). If future water levels are below this mark when system is at 100% capacity this is an indicator that maintenance to the pre -filter cartridges may be needed. Finalize inspection report for analysis by the maintenance manager to determine if maintenance is required. www.modularwetlands.com Floor & Decor Technical Information Report Maintenance Indicators Tukwila, Washington OD U 1 A. WETLANDS Based upon observations made during inspection. maintenanceof the system may be required based on the following indicators: • Missing or damaged intemal components or cartridges. • Obstructions in the system or its inlet or outlet. • Excessive accumulation of floatables in the pre-treatment chamber in which the length and width of the chamber is fully impacted more than 18'. Exc sive a umulation of sediment in the pre -trey ment chamber of more than 6` in depth. WWW.' odulai e ands.com 0 j LJ Q u U 0 4-1 Floor & Decor Inspection Notes Technical Information Report Tukwila, Washington KETLAtt\tbSR 1 Following maintenance and/or inspection, it is recommended the maintenance operator prepare a maintenance/inspection record, The record should include any maintenance activities performed, amount and description of debris collected, and condition of the system and its various filter mechanisms. • 2 The owner should keep maintenance/inspection record(s) for a minimum of five years from the date of maintenance. These records should be made available to the governing municipality for inspection upon request at any time. 3. Transport all debris, trash, organics and sediments to approved facility for disposal in accordance with local and state requirements, 4. Entry into chambers may require confined space training based on state and local regulations. 5„ No fertilizer shall be used in the Bioliltration:Chamber. 6, Irrigation should be provided as recommended by manufacturer and/or landscape architect. Amount of irrigation required is dependent on plant species. Some plants may not require irrigation after initial establishment. www.modularwetlands.com Floor & Decor Technical Information Report Inspection Notes Tukwila, Washington WETLANDS Following maintenance andfor inspection, itis recommended the maintenance operator prepare :a maintenance/inspection record. The record should include any maintenance activities performed, amount and description of debris collected, and condition of the system and its various filter mechanisms. 2. The owner should keep maintenance/inspection record(s) for a minimum of five years from the date of maintenance_ These records should be made available to the governing municipality for inspection upon request at any time,. 3, Transport all debris, trash, organics and sediments to approved`fecility for disposal in accordance with local and state requirements. 4. Entry into chambers may require confined space training based on state and local regulations, 5. No fertilizer shall be used in the Biofiltration Chamber. 6. Irrigation should be provided as recommended by manufacturer and/or landscape architect. Amount of irrigation required is dependent on plant species. Some plants may not require irrigation after initial establishment. www:modu[atrviretia»ds.com ri r; rr, Floor & Decor Technical Information Report Maintenance Guidelines for Modular Wetland System - Linear Maintenance Summary Tukwila, Washington M 0 D U L A it WETLAN DS Remove Sediment from Pre -Treatment Chamber - average maintenance interval is 12 to 24 months, • ( 10 minute aver<spo son/lee time) Replace Pre -Filter Cartridge Media - average maintenance interval 12 to 24 months. • ( 10-15 Inkurte per cart/lege average SETViCE lime) Trim Vegetation - average maintenance interval is 6 to 12 months. • (service lime varies) System Diaaram Access to separation chamber and pre -filter cartridge C. Pre-treatment Chamber (2) Biofiltration Chamber Discharge Chamber BioMed1oGREEN www.modulanaretiands.com Floor & Decor Technical Information Report Tukwila, Washington Maintenance Overview MODULAR WE1I AND The time has come to maintain your Modular Wetland System Linear (MWS Linear). Tol ensure successful and efficient maintenance on the system we recommend the following. The MWS Linear can be maintained by removing the access hatches over the systems various chambers. All necessary pre -maintenance steps must be carried out before maintenance occurs. especially traffic control and other safety measures to protect the inspector and near -by pedestrians from any dangers associated with an open access hatch or manhole. Once traffic control has been set up per local and state regulations and access covers have been safely opened the maintenance process can begin. It should be noted that some maintenance activities require confined space entry. All confined space requirements must be strictly followed before entry into the system. In addition the following is recommended: • Prepare the maintenance form by writing in the necessary informati�n including project me, location, date & time, unit number and other info (see maintenance form) • Set up all appropriate safety and cleaning equipment. • Ensure traffic control is set up and properly positioned, • Prepare a pre -checks (OSHA, safety, confined space entry) are performed. Maintenance Equipment Following is a list of equipment required for maintenance of the MWS Linear: • Modular Wetland Maintenance Forrn • Manhole hook or appropriate tools to access hatches and covers • Protective clothing, flashlight and eye protection. • 7/16" open or closed ended wrench. • Vacuum assisted truck with pressure washer. • Replacement BioMediaGREEN for Pre -Filter Cartridges if required (order fro MN MUM immismi allMli a le itysodularwettands«com ,,ESAUtfit,, tAftvwt-, '4111 acturer). Floor & Decor Technical Information Report Tukwila, Washington W t 4 D U L:ND A R TL E. Reinstall media cages and fill with new media from manufacturer or outside supplier. Manufacturer will provide specification of media and sources to purchase. Utilize the manufacture provided refilling trey and place on top of cartridge. Fill trey with new bulk media and shake down into place. Using your hands slightly compact media into each filter cage. Once cages are full removed refilling trey and replace cartridge top ensuring bolts are properly tightened. Refilling trey for media replacement Refilling trey on cartridge with bulk media F. Exit pre-treatment chamber. Replace access hatch or manhole cover. 3. Biofiltration Chamber (middle vegetated chamber) A. In general, the biofiltration chamber is maintenance free with the exception of maintaining the vegetation. Using standard gardening tools properly trim back the vegetation to healthy levels. The MWS Linear utilizes vegetation similar to surrounding landscape areas therefore trim vegetation to match surrounding vegetation. If any plants have died replace plants with new ones: www.modulaiwetiands.com Floor & Decor Inspection Notes Technical Information Report Tukwila, Washington. 0 0 tt L A R WETLANDS Following maintenance and/or inspection, it is recommended the maintenance operator prepare a maintenance/inspection record, The record should include any maintenance activities performed, amount and description of debris collected, and condition of the system and its various filter mechanisms. 2. The owner should keep maintenance/inspection records) for a minimum of five years from the date of maintenance. These records should be made available to the governing municipality for inspection upon request at anytime. 3. Transport all debris. trash, organics and sediments to approved facility for disposal in accordance with local and state requirements. 4. Entry into chambers may require confined space training based on state and local regulations. 5. No fertilizer shall be used in the Biofiltration Chamber. 6. • Irrigation should be provided as recommended by manufacturer andlor landscape architect. Amount of irrigation required is dependent on plant species.Some plants may not require irrigation after initial establishment. wwnr.modularwetllandsc ow' Floor & Decor • Technical Information Report inspection; Form Modular Vletland ";System, :Inc. P. 760.433-7640 F. 760-433-3176 Eu elans.�o www. marl u l a rwet a n+s, c Tukwila, Washington MOD- U AR WETLANDS Floor & Decor Technical Information Report Tukwila, Washington Maintenance Report klitTUtAt ii„ Modular iNetlaard System, Inc. P. 760.433-7640 F. 760-433-3176 E.1:..►odula timid; wwwmodularweands.c om 1) U 1 AR 0 0 C a D C t� 0 a Floor & Decor AN Technical Information Report Tukwila, Washington Cleaning and Maintenance Report Modular Wetlands System PrciiK1 Address Orme +Manage n ntt Carsrp s ,� Czxrtacz inspector Name Tyoe et inspectors ❑ RocrUrte 0 Fciioee tip 0 Cotopeinl 0 storm F4 'oeatWot Web Ccn6t n Tsne Slow Event In Last 72 nars 7 0 No 0 Yes Site Map 0 GPS Caor*naters of insert Mart ia:lurer i DC -S=4;13 n / Sszing Trash A2urnulsliv+ Fehape Acerrnnratioe Sediment Acomiulatian Total Debris Aojnmulalian ConlItico oI Meda 2 5017f,vt00 I*41 on elargM 0 75%1 Operational Peg Menufa:turers' ecifrcr_Siorts di rsr_ why?} Lal iortg MWS Calot Plains - - MWS Sedimentation Basin --- Media Alter Conttion Port Condl•,ion ._ — — .. _._ C.rrr r Dawn Mega Ccnd:lion Discharrie Chamber Condiion Crain Down Pipe Cend11cf1 inlet and (Viet Pipe Condition ::tents: rHLLHI'1 L) 2372 San Luis Rey Road, 1 r1Uje(.L �+1UL:ODUO P, 703433 7764.0 F.760433 3176 rdye �J Floor & Decor Technical Information Report Tukwila, Washington Appendix D - Hydrologic Model Calculations PACLAND Project #10298006 Page 46 Floor & Decor Technical Information Report Tukwila, Washington PACLAND Project #10298006 Page 47 Floor & Decor Technical Information Report Tukwila, Washington General Model Information Project Name: Tukwila Floor & Decor Site Name: Tuimila Floor. & Decor Site Address 18048 681h Ave NE City: Tukwila Report Date: 643/2017 Gage: Seatac Data Start 1948110/01 Data End: 2009109;30 Timestep: 15 Minute Precip Scale: 1.00 Version Date: 2016102.125 Version: 4.2.12 POC Thresholds 0 Low Flow Threshold for POC1* 50 Percent of the 2 Year 1-4Igh Flow Threshold for POC1: 50 Year Pitua OtkiXN PACLAND Project #10298006 Page 48 Floor & Decor Technical Information Report Tukwila, Washington Landuse Basin Data Predeveloped Land Use Basin Bypass : No GroundWater: No Pervious Land Use acre C. Forest, Flat 011 Pervious Total 0.71 ImpeMous Land Use acre Impervious Total 0 Basin Total 0.71 Element Flows To: Surface Inter!low Th F(&•• Dinv Wb Groundwater 6‘'tri-:17)17 14'4-9:1‘,; Akt PACLAND Project #10298006 Page 49 0 Floor & Decor Technical Information Report Tukwila, Washington *itigated Land Use Basin I Bypass: -GroundWater:No Pervious Land Use acre Pervious Total 0 Impervious Land Use acre PARKING FLAT 031 lir-pervious Total 0/1 Basin Total 0/1 Element Flows To: Surface Inter -flow To141$4 ROOT. thR;61, WO Groundwater - 7 rp49 POO a PACLAND Project #10298006 Page 50 Floor & Decor Routing Elements Prodevelop d Routing Technical Information Report Tukwila, Washington PACLAN D Project #10298006 Page 51 Floor & Decor MitigatedRouting Technical Information Report Tukwila, Washington PACLAND Project #10298006 Page 52 • 0 J 3 n J Floor & Decor Analysis Results POC 1 Technical Information Report Tukwila, Washington • i Predevetoped x Mitigated Predevetoped Landuse Totals for POC #1 Total Pervious Area: 011 Total Impervious Area: 0 Mitigated Landuse Totals for POC #1 Total Pervious Area: 0 Total Impervious Area: 0.71 Flow Frequency Method: Log Pearson Type III 178 Flow Frequency Retum Period 2 year 5 year 10 year 25 year 50 year 100 year Flow Frequency Return Period 2 year 5 year 10 year 25 year 50 year 100 year Return Periods for Predeveloped_ POC #1 Flow(cts) 0.020875 0.032784 0.039534 0.046684 0.051109 0.054872 Return Periods for Mitigated. POC # Flow(cts) 0.270698 0.341923 0.390315 0.453087 0.501131 0.550342 Annual Peaks Annual Peaks for Predeveloped Year Predeveloped 1949 0.021 1950 0,026 1951 0.046 1952 0,014 1953 0.012 1954 0.018 1955 0.029 1956 .0.023 1957 0.018 1958 0.021 eWO and Mitigated. POC 41 Mitigated 0.351 0.379 0,219 0.195 0.210 0.220 0.250 0,246 0.279 0.225 At4 PACLAND Project #10298006 Page 53 Floor & Decor Technical Information Report Tukwila, Washington 1959 0,018 0,229 1960 0.031 0.225 1961 0 018 0.238 1962 0011 0,207 1963 0.015 0,230 1964 0.020 0.226 1965 0.014 0287 1966 0.014 0.192 1967 0,028 0231 1968 0.018 0.376 1969 0,017 0.261 1970 0.014 0,252 1971 0.015 0.301 1972 0.034 0.310 1973 0.016 0.188 1974 :0,017 0.274 1975 0.023 0.316 1976 0.017 0.213 1977 0.002 0230 1978 0.015 0.282 1979 0,009 0.385 1980 0.032 0.346 1981 0.013 0.283 1982 0.025 0.399 1983 0.022 0.325 1984 0.014 0.205 1985 0.008 0.282 1986 0.036 0.245 1987 0.032 0.377 1988 0.013 0.229 1989 0.008 0.286 1990 0.067 0.482 1991 0.040 0.385 1992 0.016 0.203 1993 0.016 0.176 1994 0.005 0.191 1995 0.023 0.251 1996 0.049 0.267 1997 0,041 0.259 1998 0.009 0.263 1999 0.038 0.538 2000 0.016 0.268 2001 0.003 0.294 2002 0018 0.343 2003 0.023 0.266 2004 0.029 0.503 2005 0.021 0.230 2006 0.025 0203 2007 0.050 0.470 2008 0.064 0.379 2009 0.031 0.350 Ranked Annual Peaks Ranked Annual Peaks for Predeveloped and fiAitigated, POC #1 Rank •Predeveloped Mitigated 1 0,0669 0.5375 2 0.0641 0.5029 3 0.0497 0.4824 itikw4 not to l teif) foi'672017 0.-A9•!4•9 AN1 • Potv PACLAND Project #10298006 Page 54 Floor & Decor Technical Information Report Tukwila, Washington 4 0.0489 0.4701 5 0:0460 03989. 6 0,0409 0.3855: 7 0:0403 0.3854 8 0.0383 0.,3789 3 0.0362 0.3786 10 0.0342 0,3774 11 0.0324 0.3760 12 '0,0320 0.3506 3 0.0315 0.3499 14 0.0311 0.3458 15 0.0292 0,3430 16 0.0287 0,3307 17 0.0284 0.3247. 18 0.0256 0.3161 19 0,0249 0.3105 20 0.0247 0.3008 21 0.0232 0.2940 22 0.0229 0.2870 23 0.0228 0.2864 24 0.0226 0.2829 25 0.0224 0.2822 26 0.0210 0.2816 27 0,0208 0:2786 28 0.0205 0.2744 29 0.0197 0.2676 30 0.0184 0.2669 31 0.0180 0.2665 32 0.0178 0.2627 33 0,0177 02614 34 0.0177 0.2592. 35 0.0175 0.2522 36 0.0173 0.2508 37 0.0169 0.2496 38 0.0165 0.2456 39 0.0162 02446 40 0.0161 0.2380 41 .0.0155 0.2304 42 0;0155 0.2302 43 0.0153 0.2298 44 0:0150 0.2293 45 0.0145 0.2290 46 0.0145 0.2259 47 0.0143 0.2250 48 0:0141 0.2248 49 0.0138 0:2201. 50 0.0136 0.2190 51 0.0130 0.2126 52 0.0126 0.2104 53 0.0117 0.2074 54 00109 0.2048 55 0:0092 0.2030 56 0,.0088 0.2028 57 0.0082 0:1948 58 0.0082 0.1919 59 .0.0054 0,1911 60 0,0029 0.1880 81 0.0020. 0,1757 PACLAN D Project #10298006 Page 55 Floor & Decor Technical Information Report Tukwila, Washington 1 Diyai 10'49 49 Ati Pi41,1§ PACLAND Project #10298006 Page 56 Floor & Decor Duratiort Flows 1. The Facility PASSED Technical Information Report Tukwila, Washington Flow(cts) Predev Mit Percentage PassTall 0,0104 0 1818 nia Fii 0.0108 0 1637 Ilia rt4a i 0.0113 0 1506 nia 0,0117 0 1360 nia Fail 0 1229 .0121 0 nia Fail 0.0125 0" 1131 We Fll 0.0129 0 1014 nla ri i 0.0133 0 925 nia 0.0137 0 869 ilia 0.0141 0 804 ranni aaaa Fall Fail 0,0145 0 729 0.0150 0 687 0.0154 0 617 Fad Fail 0.0158 0 574 nia F 0.0162 0 533 nla Fail 0.0166 0 498 ilia Fail 0.0170 0 451 nia Fail 0.0174 0 420 na Fail 0.0178 0 396 nia Fait 0.0182 0 367 ilia Fail 0.0187 0 339 tat/a F 0.0191 0 321 ilia Faaii ll 0.0195 0 298 Ilia Fall 0,0199 0 273 ma 0.0203 0 256 nfa 0.0207 0 241 Ilia Fail 0.0211 0 223 ilia Fail 0,0215 0 208 ilia 0.0219 0 197 nra 0.0224 0 181 nia aaaaiii Fail 0.0228 0 171 nia Fail 0.0232 0 165 nia F 0.0236 0 148 no FaElilil 0.0240 0 139 nia Fail 0.0244 0 136 nia Fail Fail Fail1 i 0.0248 0 123 We 0.0252 0 113 Wei 0.0256 0 108 ilia 0.0260 0 105 ilia Fail 0.0265 0 100 &a Fail 0,0269 0 92 TO Fail 0,0273 0 89 ilia 0,0277 0 84 nia Fail r ail 0.0281 0 73 rids Fail 0.0285 0 72 Wei 0.0289 0 67 ria 0.0293 0 64 Ilia Fraal aiiaiiii 0.0297 0 62 ilia 0.0302 0 59 1'0 0.0306 0 55 ilia Fail 0,0310 0 54 nia 0,0314 0 53 ilia Fail Fail 0.0318 0 50 rats Fall rttit.217.A 7.10-A9 49 ?11 t PACLAND Project #10298006 Page 57 Floor & Decor Technical Information Report Tukwila, Washington 0.0322 0 46 nia Fall 0,0326 0 45 nta Fail 0.0330 0 42 ilia 0.0334 0 39 nta Fail 0.0339 0 34 &a Fail Fall 0.0343 0 32 nta Fail 0,0347 0 29 nia 0.0351 0 28 nta Fail Fail 0.0355 0 25 nta Fail 0.0359 0 22 Ilia Fa 0.0363 0 21 nia Faill 0,0367 0 20 nta lail 0.0371 0 17 nia Fall 0.0376 0 13 nia Fail 0.0380 0 12 nta 0.0384 0 9 rita FF 0.0388 0 9 n/a 0.0392 0 9 ilia aaiitt 0.0396 0 9 nta Fr;i1 0.0400 0 8 nia Fail i 0.0404 0 8 n/aitFail 0.0408 0 8 Fail 0.0412 0 88 nta Fail 0.0417 0 8 nta Fail 0.0421 0 8 nta Fail 0,0425 0 8 n/a Fail 0.0429 0 7 nia Fa 0.0433 0 7 nta Fai: 0.0437 0 7 nta 0.0441 0 7 nta 0.0445 0 7 nfa FFFIliti 0.0449 0 7 n/a 0.0454 0 6 nta Fait 0,0458 0 6 nta 0.0462 0 6 pita FFaaill 0.0466 0 6 nia 0.0470 0 6 nia Fail 0.0474 0 6 n/a Fail 0.0478 0 5 nta 0.0482 0 5 ilia FrF'alifill 0.0486 0 5 Ilia 0,0491 0 4 nia Fait 0.0495 0 3 nia Fail 0.0499 0 2 nia Fail 0.0503 0 2 nta Fai 0.0507 0 2 nta Fail Fti 0.0511 0 2 n/a ai The development has an increase in flow durations *from 1/2 Predevolopod 2 year flow to the 2 year flow or more than a 10% increase from the 2 year to the 50 year flow. The development has an increase in flow durations for more than 50% of the flows for the range of the duration analysis. T utipp Fkao7 6 O*WO. 2.J7 to,.49,49 AM Pap IP PACLAND Project #10298006 Page 58 Floor & Decor Technical Information Report Tukwila, Washington Water Quality Water Quality BMP Flow and Volume for POC #1 On-line facility volume: 0.0873 acre-feet On-line facility target flow: 0.1153 cfs. Adjusted for 15 min: 0,1153 cfs. Off-line facility target flow: 0.0651 cfs. ^Adjusted for 15 min: 0 0651 cfs. Ritof-45, Dow WO 949 AM PAD§ .113 PACLAND Project #10298006 Page 59 Floor & Decor In Report LID iettuilaus. i� a to ita»7!'CtH Technical Information Report Tukwila, Washington T-gOnliorto i Fnrtl7s3N K»nt Parirr" ICOVettfni WW1'. Mitt Cmili Int -blear: mated 1 1 1 1 1 1 1 1 1 1 1 ---..--1------1----. 1 --. 1 - - I 1 1 1 1'. 1 1 1 -— 1 _ _ 1 1 [ i 1 1. } i_ 1 I 1 1 1 '1 1 PACLAND Project #10298006 Page 60 Floor & Decor Technical Information Report Tukwila, Washington Model 'Default -�rModifications Total of 0 changes have been made. PERLND Changes No REFUND changes have been made. IMPLND Changes No IMPIND changes have been made. �����Ot:50;),T WO PACLAND Project #10298006 Page 61 Floor & Decor Appendix Predeveloped Schema t c Technical Information Report Tukwila, Washington triihwiiW Fi 675' 3 f 1650:23 Ai,t Pai70 16 PACLAND Project #10298006 Page 62 0 G cY 0 : , Floor & Decor Mitigated Schematic Technical Information Report Tukwila, Washington PACLAND Project #10298006 Page63 Floor & Decor Technical Information Report Tukwila, Washington 1 Predeveloped UCI File 2'1435' '7,9 QNIT 1. F1:0 wdm ri,Tuk wil.E3 F1 333E3 E IIEEME-17 : MEZ 4. EATE, EE 1 r EmEEnt E '37)EE:33-3,a-f Liii Prv--Tuw11-4 7-0',37073313- 335; r .001 3 t3 13 °IDE TET E.', ; E3 PVL 1,EifEM. F311,1t'? . BaEF3,in I MAX Eno. .1.1E13STE'EA3-4MFEI TNT. 111,1E.30R1i13S N7T. NNIE EpD.TJ3REZEFAFS F.140 .40141 0.3.04..43344. 0007.0.0j4;.. • •.4. .4 gNP.03PCDE.-- PA34134. 4. • L1.4t, 73N31)- ;ElMi2E3 ErtEE3.1 MMEE31 3t3.11JA3 v11.0. !2,tZtIA7,T13 3 33 '0000 # # # #3#### # ## • -4(,#4V0,• 011 0- * * . 4AT:0F ZNow st.D. .0W..N11-334.. 100-. -• .0 a 1 0 9. • 033 - t:WT)3 ACZIAZY. 4:4,44-4.4.4 - 3,3 3,,37 ,3 # ATMV-S74CW. .11%013 84.303 • 104.304.4 F4444443E.4, Daatm WO 4lt.'33-7D-1133 3101,04 Am 1#43kr3, PACLAND Project #10298006 Page 64 Floor & Decor Technical Information Report Tukwila, Washington i ~ »G«Tm; E>e Er, G+, c sr: :of ;i is 4paL 1-1 i 117w17, ,J G . a. ±:SWt3 r a , PACL N D Project #10298006 - Page 65 Floor & Decor Technical Information Report Tukwila, Washington FACHREH ,:Name› R' • F,1 "TIZ,ISITA:Te PREC Ae- PACLAN D Project #10298006 Page 66 i 1 1 1 t 1 t 1 r Floor & Decor Technical Information Report Tukwila, Washington RUN INi'i,''I'• a F.=.'_ PACLAN D Project #10298006 Page 67 Floor & Decor Mitigated UCI File RUN INIE:P.P.•OPTP'Ut RE:8-0M,E•• •Ri.371-N 711 Technical Information Report Tukwila, Washington . ENV 2222 '010 U.1SMEM. 22 Tv -144'4,411R 4 11e47.21: vdm 122.4211. i 143 2,1244,271, :)2Eor WOE KEE 02,1462 222,24: .1):qT..:-r,,,1•. 11.-D 204'1,124-',44R114.1: 2112,24: 4, 22:1:4n W01,d2i 5:7c5..7„YENZIE RIDELT 2V:1E IME11,111-4. ';'44 1742E1 . -50 rND D21 R222i7214C2 015PIY - Iltik:, 1,4"121AN 221,72 E1.411. FILI VER 24E2 12:1:12 TENt MAX 1 2 30 V END 1,17,21NFI: 2,2M-INE24 2r,t144.4, 21.4P,722*,- 14422.74-Esytmame- ETIRtREE2- **74111f MkkIt i4 ZU-t. 2471712.1 72 4;44-4,-44-44* ActE241- .1412,4;z:4.1,2nt 44'. -4 k 2N2W PWAT sra PW* ML1I 2.237 N1TE Ri44:7Z. TRAC END ACT7VIT ER -I DEE, rY711'- * * *'T*IP SNOX Pw(;- RITP Pi10.5 .-,............ " WFO 1.1t 11 IS' V; PWATEP. vett211E1R 2422Rth1y .14,2214414,4424,..1; 22721u*. 142.2444 .212. 2-1421E U1220' TRE ENE '',047474,* NITEC. flb_ot 6 DOW WO 6.48120t 7 10141C1 424 A741 P.490 PACLAND Project #10298006 Page 68 Floor & Decor Technical InformationR port Tukwila, W«Engton FIAT a V T7Y =_e / d } M mNAI >EOAL i T f ! , wiry e g9» }W Um P CL N D Project#10298 06 Page 69 Floor & Decor --511147MA41514 -14'5.0-144 144444 -44M44',4B41.. Technical Information Report Tukwila; Washington •4151 -AE -1515-4-445N MaU:. 4444114.E145E-15-- --4-11455;4EE 1 EET,O• CCE4A4 51E14 .154 NNTUORE Nn1;5 441.-4;:p5 1 EN ---,;454,- 1 44 Et.,:ict-4.4.-4.5-NzN'T; EN55-5-5.4- 5 5 ,4'.1.4.4m644 5 54 ;NN'V CUTEUT MEAN 1 1 ;5 4 n11..54,PtY 1 • -114."5-Et TIMELM E < EN457,.;;› 4AE-544Etz--->Et.r5. ,4.115m,.,45 0 I 41445.,m45, 4. -NNE NEINC4511 INF z- ri tNIE, f;EN-'1'NFO '*5 -Z4-4E4.:Et:.n5 RCN151.7E44. 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Floor & Decor Technical Information Report Tukwila, Washington PACLAN D Project #10298006 Page 71 Floor & Decor Technical Information Report Tukwila, Washington Prede el& t l SPF Message File Tuk'�e AM PACLAND Project #10298006 Page 72 1 1 r 1 Floor & Decor Technical Information Report Tukwila, Washington Mitigated H `F Message Fife PACLAN D Project #10298006 Page 73 Floor & Decor Technical Information Report Tukwila, Washington Disclaimer Legal Notice This program and accompanying documentation is provided 'as-is.without warranty of any,kincl, The entire risk regarding the performance and results of this program is assumed by the user. Clear Creek Solutions. Inc. disclaims all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation, In no event shall Clear Creek Solutions, Inc, be liable tor any damages whatsoever (including without limitation to damages tor loss of business profits. loss of business information, business interruption, and the like) arising out of the use of, or inability to use this program even if Clear Creek Solutions, Inc. has been advised of the possibility of such damages. Clear Creek Solutions, Inc. 6200 Capitol Blvd. Ste F Olympia, WA, 98501 Toll Free 1(866)943-0304 Local (360)943-0304 www,clearcreeksolutions.com hthw4.21 Pi24r S 08=4 WO 64g401, :2 10'5024 At,1 PK* 28 PACLAND Project #10298006 Page 74 , J G 0 Floor & Decor Technical Information Report Tukwila, Washington SECTION 6.2 GENERAL REQUIREMENTS FOR WQ FACILI"ftES 2 -year precipitation is 2. Inches per isopluvial maps. 72% of that amot is 1.44. Interpolating giv a ratio k of 1.93. flow rate (e.g., 110 percent TSS removal). At a minimum, 91% of the total runoff volume, as estimated by an approved continuous runoff model with 15 -minute time steps calibrated to the conditions, must pass through the treatment iacility(ics) at or below the approved hydraulic loading rate for the facility(ics). Design flow rates for water quality tacilities designed using this manual arc calculated using a continuous simulation model. Most of the performance research on biofiltration I3MPs has been conducted on facilities that used event -based designs. The volume of treatment runoff can be predicted from a 24-hour storm with a 6 -month return frequency (a.k.a.. 6 -month. 24-hour storm). 1-Towever, the 91st percentile flow event (as calculated by the continuous model) tends lb be less than the estimated 6 -month, 24=hour event flow rate in most cases. To maintain sizing comparable to the performance research. Ecology has developed a correlation between the 91' percentile flow event calculated using the approved models and the single -event predicted flow event. This correlation is used in sizing water quality flow based facilities in Section 6.3 and is presented in Table 6.2.1.A below. Intermediate values of the intro k for WN HM are calculated by linear interpolation (Note: This table does nnf apply to,llau'-hared non -water quality BMPs:.ccee relevant flow rate requirements!inflow-based non -wafer quality B114Ps in Appendix C,) • TABLE 6.2.1.A ADJUSTMENT FACTOR k FOR CALCULATING MODIFIED WATER QUALITY FLOW RATE FROM MODELED ON-LINFJOFF-LINE. RATES SBUH Peak/WWHM On-line 1S -min WQ Flow Ratio vs 6 -month Precipitation for 0% to 100% Impervious Areas SBUH Peak/WWHM Off -Line 15 -min WQ Flow Ratio vs 6 -month Precipitation for 0% to 100% Impervious Areas 6 -month, 24 -hr precipitation (72% of the 2 -yr), Inches Ratio, k 6 -month, 24 -hr precipitation (72% of the 2 -yr), Inches Ratio,k 0.80 1.00 1.01 1.30 0.80 1.00 1.50 2.00 2.50 2.90 1.95 2.44 3.68 4.92 6.16 7.15 nt s 1.50 2.00 2.50 2.90 2.02 2.74 3.45 4.03 Intermediate values of k jor WWHM are calculated by linear interpolation SBUH Peak/MGSFlood On -Line and Off -tine 15 -min WQ Flow Ratio vs 6 -month Precipitation for 0% to 100% Impervious Areas For on-line facilities: k = 1.41 (P72%, 2 -yr.) -0.052 (Eq. 6-1) For off-line facilities: k = 2.50 (P72%, 2 -yr.) — 0.052 (Eq. 6-2) where: P72%, 2 -yr = 72% of the 2 -year, 24-hour precipitation depth (in.) Note: If the 6 -month, 24-hour precipitation depth (in.) is known for the project site, that value may be used instead of P72%, 2 -yr. The ratio between the 91st percentile flow event and the estimated 6 -month, 24-hour flow rate varies with location and percent of impervious arca in the modeled drainage basin. The correlations in the 4/2412016 201(i Surface Waier, Design Mnnunl 6-1R PACLAND Project #10298006 Page 75 Floor & Decor Technical Information Report Tukwila, Washington SECTION 3.2 RUNOFF aiMPUTATION ANI) ANALYSIS MEmovs FIGURE 3.2.1.k 2 -YEAR 24-ROUR ISGPLUVIALS XXV XXXXXX101M r 4 oi WESTERN c-, KING COUNTY t , I, •Nk 2 -Year 24 -Hour 4- Precipitation 0 2 4 litte in Inches lami 35 • t‘x 4f24/2016 3-16 2016 Surface Wnler Design Manual PACLAND Project #10298006 Page 76 1 d 1 a 1 f i 1 i Floor & Decor Technical Information Report Tukwila, Washington PACLAN D Project #10298006 Page 77 Floor & Decor Technical Information Report Tukwila, Washington Appendix E - Additional Maps PACLAND Project #10298006 Page 78 f 1 f l T t 1 1 Floor & Decor Technical Information Report Tukwila, Washington PACLAND " Project #10298006 Page 79 Floor & Decor Technical Information Report Tukwila, Washington SECTION 5.9. SURFACE WATER MAPS 5.9.1 Drainage Basins and Flow Control Standards PACLAN D Project #10298006 Page 80 C 3 G a a d r i;lt .... AS ! Mercer ls.tstt td ti _ • Lake k xt .� rt Washington +:. River Mile (fel. ` } li) 1 King County �r f (. y • ' v' -2 k Riverton J IL,}TF Creek i; --'-'-'e ' - 'x ... _ t Basin r �3 ., Duwahtish River. ?, € e =''` e.? Basin Burle n / _ te- .„.„..„,....,...r..„,..."-z..- Southgate ` I ;; 5r G� .- `" ix' Creek "` ',_Lf �1 . �" Basin _, ;'� f t_� ; '; ® Renton / *rr 74 ill � ,�. l --,. Gill f ek ' -? �sT N= h • son Place,!"- f g Acres'Basin ll Basin —51.; --ytF ;_I, ' I Strander Pump J l L I Station Basin . SeaTac -47 117 Basin -a I qv / :4 - p utheast = b Basin d r..1 k� Kent —i es tvtoinrt Tukwila e . = 1 Lauver Mill 't South,Basin r Creek Basin t_ Jr -- �. / CC. AD"A!3K'&��{L 3m R.w c;m rr5 Rt'if�•( Levet 2 Neighboring Jurisdictions -Conservation Drainage Basins and iV to Existing Water Body/Wetland II��- Level 2 - Conservation Flo yr Control Standards AL Basin Boundary to Forested Basic- Peak Rate °'Ydt fes'• kr snelJea ,aqe Tukwila to Existing cnrr..i:s.>xak a 0.5 Per Tukwila South .,. GIS , E!!1E5iiil'""5 0 Pump Station Development Agreement rukwlk7 PACLAN D Project #10298006 Page 80 C 3 G a a d 0 fl 0 0 1!! fl 0 STRUCTURAL CALCULATIONS 08-10-17 PROJECT: REVIEWED FOR CODE COMPLIANCE APPROVED OCT 062017 City of Tukwila BUILDING DIVISION FLOOR AND DECOR, T.I. RECEIVED CITY OF TUKWILA TUKWILA, WA AVS JOB NO. 7162 AUG 11 2017 CLIENT: PERMIT CENTER SRA 360 2450 E. HIGH STREET, SUITE 200 PHOENIX, AZ 85054 A. V. SCHWAN & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 6000 E. THOMAS ROAD, SUITE 1 SCOTTSDALE, ARIZONA 85251 602.265.4331 www.AVSchwan.com Q (7O2J7 0 0 0 0 0 0 0 0 0 0 0 Lj a a C C DESIGNED BY TRi3 DATE CHECKED BY DATE CLIENT: 5RA 560 Architecture JOB TITLE: Floor 4 Decor - Tukwila A.V. SCHWAN & ASSOC., Inc. CONSULTING STRUCTURAL ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265-4331 Fox: (480) 663-1788 TABLE OF CONTENTS CALCULATIONS DESIGN CRITERIA ROOF FRAMING MISC FRAMING NEW PANEL OPENINGS MASONRY DESIGN LATERAL ANALYSIS PAGE NO. 1-9 10-25- 26-38 39-43 44-56 .._____. _____ ........ 57-59 APPENDIX SOILS REPORT BY "TERRACON CONSULTANTS, INC.", PROJECT NO. 81175017, DATED APRIL 13, 2017. SHEET NO. OF JOB NO. 7162 A.V. Schwan and Associates 6000 E. Thomas Rd. Scottsdale, AZ 85251 602-265-4331 JOB TITLE Floor and Decor JOB NO. 7162 SHEET NO. CALCULATED BY DATE CHECKED BY DATE Code Search Code: International Building Code 2015 Occupancy: Occupancy Group = M Mercantile Risk Category & Importance Factors: Risk Category = Wind factor = Snow factor = Seismic factor = Type of Construction: Fire Rating: Roof = Floor = I I 1.00 1.00 1.00 0.0 hr 0.0 hr Building Geometry: Roof angle (8) 0.00 / 12 0.0 deg Building length (L) 340.0 ft Least width (B) 285.0 ft Mean Roof Ht (h) 35.3 ft Parapet ht above grd 37.0 ft Minimum parapet ht 1.7 ft Live Loads: Roof 0 to 200 sf: 20 psf 200 to 600 sf: 24 - 0.02Area, but not less than 12 psf over 600 sf: 12 psf Floor: Typical Floor Partitions Partitions Partitions Partitions N/A N/A N/A N/A N/A www.struware.com 1 A.V. Schwan and Associates 6000 E. Thomas Rd. Scottsdale, AZ 85251 602-265-4331 JOB TITLE Floor and Decor JOB NO. 7162 CALCULATED BY CHECKED BY SHEET NO. DATE DATE Wind Loads : Ultimate Wind Speed Nominal Wind Speed Risk Category Exposure Category Enclosure Classif. Internal pressure Directionality (Kd) Kh case 1 Kh case 2 Type of roof ASCE 7- 10 110 mph 85.2 mph I I C Enclosed Building +/-0.18 0.85 1.017 1.017 Topographic Factor (Kzt) Topography Hill Height (R) Half Hill Length (Lh) Actual H/Lh = Use H/Lh Modified Lh = From top of crest: x-= Bldg up/down wind? H/Lh= 0.50 x/Lh = 0.31 z/Lh = 0.22 At Mean Roof Ht: Monoslope Flat 80.0 ft 100.0 ft 0.80 0.50 160.0 ft 50.0 ft downwind K,=0.000 K2 = 0.792 K3 = 1.000 Kzt = (1+K,K2K3)A2 = Gust Effect Factor h = 35.3 ft B = 285.0 ft /z (0.6h) = 21.2 ft Rigid Structure e = 0.20 t = 500ft Zmin = 15 ft c = 0.20 go, gv = 3.4 LZ = 457.6 ft Q = 0.82 Iz = 0.22 G= 0.83 1.00 ESCARPMENT V(z) x(upwin Lh 1.1 Speed-up x(downwind) H 2D RIDGE or 3D AXISYMMETRICAL HILL Flexible structure if natural frequency < 1 Hz (T > 1 second). However, if building h/B < 4 then probably rigid structure (rule of thumb). h/B = 0.12 Rigid structure G = 0.85 Using rigid structure default Flexible or Dynamically Sensitive Structure Natural Frequency (n,) = Damping ratio (R) = 0 /b = 0.65 /a = 0.15 Vz = 98.0 N1 = 0.00 Rn = 0.000 Rh = 28.282 RB = 28.282 RL = 28.282 gR = 0.000 R = 0.000 G = 0.000 0.0 Hz n= n= = 0.000 h = 35.3 ft 0.000 0.000 2 n I" n r_^ n r LJ r 7 LJ — I fl 0 A.V. Schwan and Associates. 6000 E. Thomas Rd. Scottsdale, AZ 85251 602-265-4331 JOB TITLE Floor and Decor JOB NO. 7162 SHEET NO. CALCULATED BY DATE CHECKED BY DATE Enclosure Classification Test for Enclosed Building: A building that does not qualify as open or partially enclosed. Test for Open Building: All walls are at least 80% open. Ao >_ 0.8Ag Test for Partially Enclosed Building: Ao Ag Aoi Agi Input 100000.0 0.0 0.0 0.0 sf Ao >_ 1.1Aoi sf Ao > 4' or 0.01Ag sf Aoi /Agi <_ 0.20 sf Test YES YES NO Building is NOT Partially Enclosed ERROR: Ag must be greater than Ao Conditions to qualify as Partially Enclosed Building. Must satisfy all of the following: Ao >_ 1.1Aoi Ao > smaller of 4' or 0.01 Ag Aoi /Agi 5 0.20 Where: Ao = the total area of openings in a wall that receives positive external pressure. Ag = the gross area of that wall in which Ao is identified. Aoi = the sum of the areas of openings in the building envelope (walls and roof) not including Ao. Agi = the sum of the gross surface areas of the building envelope (walls and roof) not including Ag. Reduction Factor for Targe volume partially enclosed buildings (Ri) : If the partially enclosed building contains a single room that is unpartitioned , the internal pressure coefficient may be multiplied by the reduction factor Ri. Total area of all wall & roof openings (Aog): Unpartitioned internal volume (Vi) : Ri = 0 sf 0 cf 1.00 Altitude adjustment to constant 0.00256 (caution - see code) : Altitude = Constant = 0 feet 0.00256 Average Air Density = 0.0765 Ibm/ft3 3 A.V. Schwan and Associates 6000 E. Thomas Rd. Scottsdale, AZ 85251 602-265-4331 JOB TITLE Floor and Decor JOB NO. 7162 CALCULATED BY CHECKED BY SHEET NO. DATE DATE Wind Loads - MWFRS h5_60' (Low-rise Buildings) Enclosed/partially enclosed only Kz = Kh (case 1) = 1.02 Base pressure (qh) = 26.8 psf GCpi = +/-0.18 Wind Pressure Coefficients Edge Strip (a) = End Zone (2a) _ Zone 2 length = 14.1 ft 28.3 ft _ 88.3 ft Surface 15.5 CASE A -7.2 CASE B 2 GCpf 8=0deg w/-GCpi w/+GCpi -13.7 GCpf w/-GCpi w/+GCpi 1 0.40 0.58 0.22 4 -0.45 -0.27 -0.63 2 -0.69 -0.51 -0.87 -0.69 -0.51 -0.87 3 -0.37 -0.19 -0.55 -2.9 -0.37 -0.19 -0.55 4 -0.29 -0.11 -0.47 2E -0.45 -0.27 -0.63 5 -33.5 3E -9.4 -19.0 0.40 0.58 0.22 6 -6.7 -16.3 -8.0 -0.29 -0.11 -0.47 W W W W W W x— N 00NI- LC) co 0.61 0.79 0.43 6E -0.48 -0.30 -0.66 -1.07 -0.89 -1.25 -1.07 -0.89 -1.25 -0.53 -0.35 -0.71 -0.53 -0.35 -0.71 -0.43 -0.25 -0.61 -0.48 -0.30 -0.66 0.61 0.79 0.43 -0.43 -0.25 -0.61 Ultimate Wind Surface Pressures (psf) 1 15.5 5.9 -7.2 -16.9 2 -13.7 -23.3 -13.7 -23.3 3 -5.1 -14.7 -5.1 -14.7 4 -2.9 -12.6 -7.2 -16.9 5 15.5 5.9 6 -2.9 -12.6 1E 21.1 11.5 -8.0 -17.7 2E -23.8 -33.5 ; -23.8 -33.5 3E -9.4 -19.0 -9.4 -19.0 4E -6.7 -16.3 -8.0 -17.7 5E 21.1 11.5 6E -6.7 -16.3 Parapet Windward parapet = 40.5 psf (GCpn = +1.5) Windward roof Leeward parapet = -27.0 psf (GCpn = -1.0) overhangs = 18.7 psf (upward) add to Horizontal MWFRS Simple Diaphragm Pressures (psf) Transverse direction (normal to L) Interior Zone: Wall 18.5 psf Roof -8.6 psf ** End Zone: Wall 27.8 psf Roof -14.5 psf ** Longitudinal direction (parallel to L) Interior Zone: Wall 18.5 psf End Zone: Wall 27.8 psf ** NOTE: Total horiz force shall not be less than that determined by neglecting roof forces (except for MWFRS moment frames). The code requires the MWFRS be designed for a min ultimate force of 16 psf multiplied by the wall area plus an 8 psf force applied to the vertical projection of the roof. WINDWARD OVERHANG 8 windward roof pressure WINDWARD ROOF 1I 1 o, ZONE x I FF WARD ROOF 1 1 1 1 1 1 1 1 VERTICAL TRANSVERSE ELEVATION WINDWARD ROOF 1111 LEEWARD ROOF 1 1 1 1 1 1 1 1 VERTICAL L.Q or ZT,NE L ONGITUI7II T AL ELEVATION 4 e D 8 e e a 0 a B a a 0 a 0 0 a 0 r C n i G c C c A.V. Schwan and Associates 6000 E. Thomas Rd. Scottsdale, AZ 85251 602-265-4331 JOB TITLE Floor and Decor JOB NO. 7162 CALCULATED BY CHECKED BY SHEET NO. DATE DATE Location of MWFRS Wind Pressure Zones r- ZONE '2: lessor of r r 0.5Bor2.5h If 2 is negative 4E ,tiE. CASE A WIND DIRiEC TION RANGE WIND DIRECTION RANGE. NOTE: Torsional loads are 25% of zones 1 - 6. See code for loading diagram. ASCE 7 -99 and ASCE 7-10 (& later) Transverse Direction G C ZONE. 2: lessor of 0.5 B or2.5 h tIf2. is negative " .rON CASE B Longitudinal Direction NOTE: Torsional loads are 25% of zones 1 - 4. See code for loading diagram. ASCE 7 -02 and ASCE 7-05 cno A.V. Schwan and Associates JOB TITLE Floor and Decor0 6000 E. Thomas Rd. Scottsdale, AZ 85251 JOB NO. 7162 SHEET NO. 602-265-4331 CALCULATED BY DATE CHECKED BY DATE0 Ultimate Wind Pressures Wind Loads - Components & Cladding : h <= 60' Kh (case 1) = 1.02 Base pressure (qh) = 26.8 psf Minimum parapet ht = 1.7 ft Roof Angle (9) = 0.0 deg Type of roof = Monoslope Roof Area Negative Zone 1 Negative Zone 2 Negative Zone 3 Positive All Zones Overhang Zone 1&2 Overhang Zone 3 Parapet h= a= GCpi = 35.3 ft 14.1 ft +/-0.18 GCp +/- GCpi Surface Pressure (psf) User input 10 sf 50 sf 100 sf 10 sf 50 sf 100 sf 75 sf 500 sf -1.18 -1.11 -1.08 -31.6 -29.7 -28.9 -29.2 -28.9 -1.98 -1.49 -1.28 -53.0 -39.9 -34.3 -36.6 -34.3 -2.98 -1.79 -1.28 -79.8 -48.0 -34.3 -39.9 -34.3 0.48 0.41 0.38 16.0 16.0 16.0 16.0 16.0 -1.70 -1.63 -1.60 -45.5 -43.6 -42.8 -43.2 -29.4 -2.80 -1.40 -0.80 -75.0 -37.5 -21.4 -28.1 -21.4 Overhang pressures in the table above assume an internal pressure coefficient (Gcpi) of 0.0 Overhang soffit pressure equals adj wall pressure (which includes internal pressure of 4.8 psf) qp = 27.0 psf CASE A = pressure towards building (pos) CASE B = pressure away from bldg (neg) Walls Area Negative Zone 4 Negative Zone 5 Positive Zone 4 & 5 Note: GCp reduced by 10% due to roof angle <= 10 deg. GCp +/- GCpi Surface Pressure (psf) User input Solid Parapet Pressure 10 sf 100 sf 500 sf 40 sf RASE A : Interior zone: 73.0 49.8 46.8 59.0 Corner zone: 100.0 49.8 46.8 69.8 SASE B : Interior zone: -51.1 -42.5 -36.5 -45.9 Corner zone: -58.4 -45.5 -36.5 -50.6 GCp +/- GCpi Surface Pressure (psf) User input 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 50 sf 200 sf -1.17 -1.01 -0.90 -31.3 -27.1 -24.1 -28.3 -25.8 -1.44 -1.12 -0.90 -38.5 -30.0 -24.1 -32.6 -27.5 1.08 0.92 0.81 28.9 24.7 21.7 25.9 23.4 6 D e 8 e 0 e D B a a 0 a 0 e a B A.V. Schwan and Associates 6000 E. Thomas Rd. Scottsdale, AZ 85251 602-265-4331 JOB TITLE Floor and Decor JOB NO. 7162 SHEET NO. CALCULATED BY DATE CHECKED BY DATE Location of C&C Wind Pressure Zones Roofs w/ 8 <_ 10° and all walls h>60' Monoslope roofs 10°<8<_30° h <— 60' & alt design h<90' 12.1 Walls h<_60' & alt design h<90' Ia a 7 C3�}() i3 C2) a> Multispan Gable & Gable 7° < 8 5 45° • r Gable, Sawtooth and Multispan Gable 8 <_ 7 degrees & Monoslope 5 3 degrees' h <_ 60' & alt design h<90' Hip 7° < 8 <_ 27° W1 Stepped roofs 8 <_ 3° h 5 60' & alt design h<90' W2 W3 Ultimate Wind Pressures A Monoslope roofs 3°<8<_10° h 5 60' & alt design h<90' B C D Sawtooth 10° < 8 5 45° h <_ 60' & alt design h<90' 7 A.V. Schwan and Associates 6000 E. Thomas Rd. Scottsdale, AZ 85251 602-265-4331 Snow Loads ASCE 7-10 Roof slope = Horiz. eave to ridge dist (W) = Roof length parallel to ridge (L) = Type of Roof Ground Snow Load Risk Category Importance Factor Thermal Factor Exposure Factor 0.0 deg 142.5 ft 340.0 ft Hip and gable w/ trussed systems Pg = 25.0 psf = II I = Ct = Ce = 1.0 1.00 1.0 Pf = 0.7*Ce*Ct*I*Pg = 17.5 psf Unobstructed Slippery Surface yes Sloped -roof Factor Balanced Snow Load Cs = Ps = 1.00 17.5 psf Rain on Snow Surcharge Angle 2.85 deg Code Maximum Rain Surcharge 5.0 psf Rain on Snow Surcharge = 0.0 psf Ps plus rain surcharge = 17.5 psf Minimum Snow Load Pm = 20.0 psf Uniform Roof Design Snow Load = JOB TITLE Floor and Decor JOB NO. 7162 CALCULATED BY CHECKED BY SHEET NO. DATE DATE Nominal Snow Forces NOTE: Alternate spans of continuous beams 20.0 psf and other areas shall be loaded with half the design roof snow load so as to produce the greatest possible effect - see code. Unbalanced Snow Loads - for Hip & Gable roofs only Required if slope is between 7 on 12 = 30.26 deg 2.38 deg Unbalanced snow Toads are not required 20.0 psf 20.0 psf and 2.38 deg = Windward snow load = Leeward snow load = Windward Snow Drifts 1 - Against walls, parapets, etc more than 15 long Upwind fetch Projection height Snow density Balanced snow height hc/hb >0.2 = 4.4 Drift height (hd) Drift width Surcharge load: Balanced Snow load: lu = 26.0 ft h = 5.5 ft g = 17.3 pcf hb = 1.01 ft hd = 1.20 ft hc = 4.49 ft Therefore, design for drift = 1.20 ft w = 4.80 ft pd = y*hd = 20.7 psf = 17.5 psf 38.2 psf Windward Snow Drifts 2 - Against walls, parapets, etc > 15' Upwind fetch Projection height Snow density Balanced snow height lu = 285.0 ft h = 0.0 ft g = hb = hd = hc = 17.3 pcf 1.01 ft 4.04 ft -1.01 ft hc/hb <0.2 = -1.0 Therefore, no drift Drift height (hc) = 0.00 ft Drift width w = -64.26 ft Surcharge load: pd = y*hd = 0.0 psf Balanced Snow load: = 17.5 psf 17.5 psf r r'1 r, rl t"1 1 C C n C c C C c C A.V. Schwan and Associates 6000 E. Thomas Rd. Scottsdale, AZ 85251 602-2654331 JOB TITLE Floor and Decor JOB NO. 7162 SHEET NO. CALCULATED BY DATE CHECKED BY DATE Seismic Loads: IBC 2015 Risk Category : If Importance Factor (I) : 1.00 Site Class : D Ss (0.2 sec) = 143.90 %g S1 (1.0 sec) = 53.60 %g Fa = Fv = 1.000 1.500 Sms = Sm1 = Strength Level Forces 1.439 SDs = 0.959 Design Category = D 0.804 SDI = 0.536 Design Category = D Seismic Design Category = D Number of Stories: 1 Structufe Type: All other building systems Horizontal Struct Irregularities:No plan Irregularity Vertical Structural Irregularities:No vertical Irregularity Flexible Diaphragms: No Building System: Bearing Wall Systems Seismic resisting system: Special reinforced masonry shear walls System Structural Height Limit: 160 ft Actual Structural Height (hn) =35.3 ft See ASCE7 Section 12.2.5 for exceptions and other system limitations DESIGN COEFFICIENTS AND FACTORS Response Modification Coefficient (R) = 5 Over -Strength Factor (00) = 2.5 Deflection Amplification Factor (Cd) 3.5 SDS = 0.959 SDI = 0.536 Seismic Load Effect (E) = p QE +/- 0.2SDs D Special Seismic Load Effect (Em) Do 0E +/- 0.2SDs D PERMITTED ANALYTICAL PROCEDURES Simplified Analysis - Use Equivalent Lateral Force Analysis p = redundancy coefficient = p QE +I- 0.192D QE = horizontal seismic ford = 2.5 0E +/- 0.192D D = dead loac Equivalent Lateral -Force Analysis - Permittec Building period coef. (Cr) = 0.020 Cu = 1.40 Approx fundamental period (Ta) : CThf"= 0.290 sec x= 0.75 Tmax = CuTa = 0.405 User calculated fundamental period (T) = 0 sec Use T = 0.290 Long Period Transition Period (TL) = ASCE7 map = 6 Seismic response coef. (Cs) = SDsI/R = 0.192 need not exceed Cs = Sdl 1 /RT = 0.370 but not less than Cs = 0.044Sdsl = 0.042 USE Cs = 0.192 Design Base Shear V = 0.192W Model & Seismic Response Analysis - Permitted (see code for procedure) ALLOWABLE STORY DRIFT Structure Type: All other structures Allowable story drift = 0.020hsx where hsx is the story height below level x 9 J1 o 0 B2 0 0 0 B5 0 B7 0 4 y^m� vii ...,16" ..41ktA! =_., n. nm m 0- M., m moi'. „ m W ,.. m 0— I mi ���'ii¢ I �,. , a r-I ,,, .n� =-Inm r-'— iu .w.. h ,.em r— m o E �, a anr— n V,. ,. !nm r— pFl— , a,—I _rem r— q,v.nm�..n,. •,,. n. m n,� nm r— mn,. 'rTJ I `L I �, .. m r— _.nm —1 Fl nm 0— J I .. . nm ff— �,,.nm �I q.Y m _.nm o- te, r �,,. n., , Fl.4.ne nm rg _.3. o�, m nm �y�app I m.,. nm f vin. a.m •.�...,.o. �..., >,m --1 m. .a.. 0- an �e�.nm in �,.n•. .nm I m.n.n•. r--. .nm --� o.,,.am 0 ,..nam r= me a L --I m,v nm I== m ,n� . m E nm -- ., 0— ..nam R,., nm r-= .nm . ,.m 1-- •,,, _ Oa mn .•. m �,., nm 0— A v�i`� —I-.-el, -- fL _�■!� _— —,r ROOF FRAMING KEYPLAN 10 a 0 e 0 D 0 8 B 0 0 0 D 0 a u 9 0 C 9 9 0 0 9 DESIGNED BY Tia DATE CHECKED BY DATE CLIENT: SRA 360 Architecture JOB TITLE Floor 4 17ecor - Tukwila A.V. SCHWAN & ASSOC., he. CONSULTING STRUCTURAL ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265-4331 Fax: (480) 663-1788 Roof Framing Analysis DL = 20 psf LL = 20 psf Roof Snow Load = 20 psf New Beams at Loading Dock Roof L = 25.83' s = 6.5' wDL = 20 psf (6.5') = 130 plf wLL = 20 psf (6.5') = 130 plf wsL = 38.2 psf (6.5') = 249 plf (PPT are present -see output -use W12x19 J1: (E) 4x14 L =23.9' s = 8.0' WDL=12psf (8.0')=96plf wLL = 20 psf (8.0') = 160 plf wsL = 20 psf (8.0') = 160 plf Pmech = 1500 lb/4 = 375 lb -see output -(E) Purlins No good (N) Beams (a, BTU's L =23.9' Pmech = 2.51c/4 = 625 ib -see output -use D.F. no,. 2 4x10 spanning between girders at'RTU's (N) Beams @ RTU 13 L=21.5 Pmech = 1.0k/4 = 250 lb -see output -use D.F. no,. 2 4x10 spanning between girders at RTU's SHEET NO 1 1 OF JOB NO. 71 62 DESIGNED BY TR•5 - DATE CHECKED BY DATE CLIENT: 5RA 560 Architecture JOB TITLE Floor 4 Decor - Tukwila A.Y. SCHWAN & ASSOC., Inc. CONSULTING STRUCTURAL ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265-4331 Fox: (480) 663-1788 Bl: (E) 5 l/8"x31.5" GLB L=39.17' Tributary Width= 21.5'/2+23.9'/2 = 22.7' PDL = 16 psf (8.0'*22.7') = 2 91 k PLL = 12;psf (8.0'*22.7') = C C 0 9 c C r 0 C J J 9 DESIGNED BY TSB DATE CHECKED BY DATE CLIENT: SRA B60 Architecture JOB TITLE Floor 4 Decor - Tukwila A.V. SCHWAN & ASSOC., Inc. CONSULTING STRUCTURAL ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265-4331 Fox: (480) 663-1788 B4: (E) 5 1/8"x30" GLB L = 43.0' with 10.0' and 11.33' cantilever Tributary Width = 21.5' PDL = 16 psf (8.0'*21.5') = 2.75 k PLL =12psf (8.0'*21:5')=2.06k PSL= 20 psf (8.0'*21.5') = 3.44 k P1DL=5.64lc' PILL=3.32k' P 1 SL 5.54k P2DL = 3.48 k P2LL=2.14k P2sL= 3.56 k Pmech = 2.5k/2 = 1.25 k - see output - (E) Beam OK B5: (E) 5 1/8"x16.5" GLB L = 19.0' Tributary Width = 21.5' PDL = 16 psf (8.0'*21.5') =2.75 k PLL= 12 psf (8.0'*21.5') = 2.06 k PSL = 20 psf (8:0' *21:5') = 3.44-k Pmech = 2.5k/2 = 1.25 k - see output -(E) Beam OK.. SHEET NO. 13 OF .OB NO. 7162 DESIGNED BY IRS DATE CHECKED BY DATE CLIENT: SRA 360 Architecture JOB TITLE f=loor 4 Decor - Tukwila 40 A.V. SCHWAN & ASSOC., kr. CONSULTING STRUCTURAL ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265-4331 Fox: (480) 663-1788 B6: (E) 5 1/8"x33" GLB L = 47.0' with 12.67' and 9.5' cantilever Tributary Width = 21.5' PDL = 16 psf (8.0'*21.5') = 2.75 k PLL _ 12 psf (8.0'*21":5')= 2.06 k PSL= 20 psf (8.0'*21.5') = 3.44 k P1DL=3.28k PILL = 1.99 k P1sL=333k P2DL = 5.45 k P2LL=4.08k' P2sL = 6.82 k Pmech = 2.5k/2 = 1.25 k -see output -(E) Beam OK B7: _ (E) 5 118"x30" GLB L = 33.67' Tributary Width = 21.5' PDL = 16 psf (8.0'*21.5') = 2.75 k PLL = 12 psf (8.0'*21.5') = 2.06 k PSL= 20 psf (8.0'*21.5') = 3.44 k Pmech = 2.5k/2 = 1.25 k -see output -(E) Beam OK SHEET NO 14 OF JOB NO. 7162 1 9 9 n J r, n LJ 'I u 9 1 LJ L, A.V. Schwan & Associates Consulting Structural Engineers 6000E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Steel Beam Lic. # KW -06000020 Project Title: Floor and Decor Engineer: Project Descr: TI Description : New Beams at Loading Dock Roof CODE REFERENCES Project ID: 7162 Printed: i AUG 2017, 7:30AM File = S:\7162-F-11ENGINE-1\Enercalc17162.ec6 ENERCALC, INC!. 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 'Licensee : A.Vi SCHWAN & ASSOCIATES, INC. Calculations per AISC 360-10, IBC 2015, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis : Major Axis Bending Fy : Steel Yield : E: Modulus : 50.0 ksi 29,000.0 ksi Applied Loads D(0.13) Lr(0.13) S(0.249) W12x19 Span = 23.9011 Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D = 0.130, Lr = 0.130, S = 0.2490 k/ft, Tributary Width = 1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.439: 1 Maximum Shear Stress Ratio = WI2x19 Section used for this span 27.061 k -ft Va : Applied 61.627 k -ft Vn/Omega : Allowable +D+S+H Load Combination 11.950ft Location of maximum on span Span # 1 Span # where maximum occurs 0.487 in Ratio = 0.000 in Ratio = 0.741 in Ratio = 0.000 in Ratio = 588 >=360 0 <360 387 >=180 0 <180 Design OK 0.079: 1 WI2x19 4.529 k 57.340 k +D+S+H 0.000 ft Span # 1 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.7505+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0.7505+0.450W+H +D+0.750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H D Only Lr Only L Only S Only W Only E Only H Only 4.529 0.932 1.554 1.554 3.107 4.529 2.719 3.785 1.554 1.554 2.719 3.785 3.785 0.932 0.932 1.554 1.554 4.529 0.932 1.554 1.554 3.107 4.529 2.719 3.785 1.554 1.554 2.719 3.785 3.785 0.932 0.932 1.554 1.554 2.976 2.976 15 A.V. Schwan & Associates Consulting Structural Engineers 6000 E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Project Title: Floor and Decor Engineer: Project Descr: TI Wood Beam Lic: #': KW -06000020 Description : J1 CODE REFERENCES Project ID: 7162 Printed: 28 JUL 2017, 8:35AM File = S:17162-F-11ENGINE-11Enercalc17162.ec6 ENERCALC, INC. 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 Licensee: A.V:.SCHWAN & ASSOCIATES, INC. Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2015 Wood Species Wood Grade : Douglas Fir - Larch : Select structural Fb + Fb Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling 1,500.0 psi 1,500.0 psi 1,700.0 psi 625.0 psi 180.0 psi 1,000.0 psi E : Modulus of Elasticity Ebend- xx 1,900.0 ksi Eminbend - xx 690.0 ksi Density 31.20 pcf V V D(0.096) Lr(0.16) S(0.16) V 4x14 Span =21.Oft Applied Loads Uniform Load : D = 0.0960, Lr = 0.160, S = 0.160 , Tributary Width = 1.0 ft DESIGN SUMMARY Service loads entered. Load Factors will be applied for calculations. Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.959 1 4x14 1,653.56 psi 1,725.00 psi +D+S+H 10.500ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.546 in Ratio = 0.000 in Ratio = 0.874 in Ratio = 0.000 in Ratio = 461 >=360 0 <360 288 >=180 0 <180 Design OK 0.377: 1 4x14 78.06 psi 207.00 psi +D+S+H 0.000 ft Span # 1 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum Overall MINimum +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+0.7505+0.5250E+H 2.688 0.605 1.008 1.008 2.688 2.688 2.268 2.268 1.008 1.008 2.268 2.268 2.268 2.688 0.605 1.008 1.008 2.688 2.688 2.268 2.268 1.008 1.008 2.268 2.268 2.268 16 A.V. Schwan & Associates Consulting Structural Engineers 6000 E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Project Title: Floor and Decor Engineer: Project Descr: TI Wood Beam Lic: # : KW -06000020 Description : New Beams at RTU's r CODE REFERENCES Project ID: 7162 Printed: 28 JUL 2017, 8:20AM File = 5:17162-F-11ENGINE-11Enercalc17162.ec6 ENERCALC, INC. 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 Licensee :A.V: SCHWAN & ASSOCIATES, INC.. Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2015 Wood Species Wood Grade Beam Bracing : Douglas Fir - Larch Fb + Fb- Fc - Prll Fc - Perp : No.2 Fv Ft : Beam is Fully Braced against lateral -torsional buckling 900.0 psi 900.0 psi 1,350.0 psi 625.0 psi 180.0 psi 575.0 psi E : Modulus of Elasticity Ebend- xx 1,600.0 ksi Eminbend - xx 580.0 ksi Density 31.20 pcf D(0.625) 4x10 Span = 23.90 ft Applied Loads Point Load : D = 0.6250 k @ 5.170 ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable = Load Combination Location of maximum on span Span # where maximum occurs = Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Service Toads entered. Load Factors will be applied for calculations. 0.624 1 Maximum Shear Stress Ratio 4x10 Section used for this span 606.76 psi fv : Actual 972.00psi Fv : Allowable +D+H Load Combination 5.234ft Location of maximum on span Span # 1 Span # where maximum occurs 0.000 in Ratio = 0.000 in Ratio = 0.519 in Ratio = 0.000 in Ratio = 0 <360 0 <360 552 >=180 0 <180 Design OK 0.140:1 4x10 22.69 psi 162.00 psi +D+H 0.000 ft Span # 1 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support2 Overall MAXimum Overall MINimum +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 0.490 0.294 0.490 0.490 0.490 0.490 0.490 0.490 0.490 0.490 0.490 0.490 0.490 0.135 0.081 0.135 0.135 0.135 0.135 0.135 0.135 0.135 0.135 0.135 0.135 0.135 17 A.V. Schwan & Associates Consulting Structural Engineers 6000 E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Project Title: Floor and Decor Engineer: Project Descr: TI Project ID: 7162 Printed: 28 JUL 2017, 8:18AM Wood Beam Description : New Beams at RTU 13 -CODE REFERENCES - File = S:17162-F-11ENGINE-11Enercalc17162.ec6 ENERCALC, INC. 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 Licensee : A:V. SCHWAN & ASSOCIATES INC. Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2015 Wood Species Wood Grade : Douglas Fir - Larch Fb + 900.0 psi Fb 900.0 psi Fc - PrIl 1,350.0 psi 625.0 psi 180.0 psi 575.0 psi Fc - Perp : No.2 Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling E : Modulus of Elasticity Ebend- xx 1,600.0 ksi Eminbend - xx 580.0 ksi Density 31.20 pcf D(0.25) D(0.25) 4x10 Span = 21.50 ft i Applied Loads Point Load: D= 0.250k@5.17(1ft Point Load : D = 0.250 k @ 12.080 ft DESIGN SUMMARY. !Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 0.467: 1 4x10 454.09psi 972.00 psi +D+H 12.084ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.000 in Ratio = 0.000 in Ratio = 0.401 in Ratio = 0.000 in Ratio = 0 <360 0 <360 643 >=180 0 <180 Design OK 0.086: 1 4x10 13.87 psi 162.00 psi +D+H 0.000 ft Span # 1 r Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum Overall MlNimum +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 0.299 0.180 0.299 0.299 0.299 0.299 0.299 0.299 0.299 0.299 0.299 0.299 0.201 0.120 0.201 0.201 0.201 0.201 0.201 0.201 0.201 0.201 0.201 0.201 18 A.V. Schwan & Associates Consulting Structural Engineers 6000 E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Project Title: Floor and Decor Engineer: Project Descr: TI Wood Beam Description : B1 CODE REFERENCES Project ID: 7162 Printed: 28 JUL 2017, 8:35AM File = S:17162-F-11ENGINE-11Enercalc17162.ec6 ENERCALC, INC 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 Licensee : A.V SCHWAN & ASSOCIATES, INC. Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Load Combination 1BC 2015 Wood Species Wood Grade : DF/DF :24F -V4 Fb+ Fb - Fc - PrII Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling 2,400.0 psi 1,850.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi E : Modulus of Elasticity Ebend- xx 1,800.0 ksi Eminbend - xx 950.0 ksi Ebend- yy 1,600.0ksi Eminbend - yy 850.0ksi Density 31.20pcf D(2.91) Lr(2.18) S(3.63) D(2.91) Lr(2.18) S(3.610) 75) D(2.91) ID(0 78) S(3.63) D(2.91) Lr(2.18) S(3.63) 5.125x31.5 Span = 39.170 ft • Applied Loads Point Load: D = 2.910, Lr=2.180, S= Point Load : D = 2.910, Lr = 2.180, S = Point Load : D = 2.910, Lr = 2.180, S = Point Load : D ==2.910, Lr = 2.180, S = Point Load: D= 0.750 k@19.170ft Point Load: D = 0.750 k@24.0ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 3.630 k @ 8.0 ft 3.630 k @ 16.0 ft 3.630 k @ 24.0 ft 3.630 k @ 32.0 ft 0.989 1 5.125x31.5 2,329.79psi = 2,354.63psi +D+S+H 19.156ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.981 in Ratio = 0.000 in Ratio = 1.899 in Ratio = 0.000 in Ratio = 478 >=360 0 <360 247 >=180 0 <180 Design OK 0.432: 1 5.125x31.5 131.79 psi 304.75 psi +D+S+H 32.022 ft Span # 1 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support2 Overall MAXimum Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H 13.476 3.822 6.370 6.370 10.638 13.476 9.571 11.700 14.184 4.062 6.770 6.770 11.222 14.184 10.109 12.330 19 A.V. Schwan & Associates Consulting Structural Engineers 6000 E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Wood Beam Lic.,# KW -06000020 Description : 82 r CODE REFERENCES Project Title: Floor and Decor Engineer: Project Descr: TI Project ID: 7162 Printed: 28 JUL 2017, 8:35AM File = 8:17162•F-1\ENGINE-1\Enercalc17162.ec6 ENERCALC, INC. 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 Licensee : A.V:.SCHWAN& ASSOCIATES, INC. Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2015 Wood Species Wood Grade : DF/DF : 24F - V8 Fb + Fb - Fc - PrII Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling 2,400.0 psi 2,400.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi E : Modulus of Elasticity Ebend- xx 1,800.0 ksi Eminbend - xx 950.0 ksi Ebend- yy . 1,600.0 ksi Eminbend - yy 850.0 ksi Density 31.20pcf D(8(243945(05:)83(S(14411912.75) Lr(2.06) S(3.4412.75) Lr(2.06) S(3.40j2.75) Lr(2.06) S(3.4a12.75) Lr(2.06) S(3.48I2.75) Lr(2.06) S(3.431(12.75) Lr(2.06) S(3.4012.75) Lr(7 8§(!i(p4 )) S(4.88) II ! I I I ,� 5.125x30 Span = 7.330 ft • 10I 5.125x30 Span = 43.0 ft 5.125x30 Span = 10.330 ft H► Applied Loads Load for Span Number 1 Point Load: D = 6.740, Lr = 5.050, S = 3.440 k @ 0.0 ft Point Load : D = 2.750, Lr = 2.060, S = 3.440 k @ 0.830 ft Load for Span Number 2 Point Load : D = 2.750, Point Load : D = 2.750, Point Load : D = 2.750, Point Load : D = 2.750, Point Load : D = 2.750, Point Load : D = 2.750, Load for Span Number 3 Point Load : D = 3.90, Lr = 2.920, S = 4.880 k @ 10.330 ft Point Load : D = 2.750, Lr = 2.060, S = 3.440 k @ 6.50 ft Point Load : D = 1.250 k @ 10.330 ft Service loads entered. Load Factors will be applied for calculations. Lr=2.060, S=3.440k@ 1.50 ft Lr=2.060, S = 3.440 k @ 9.50 ft Lr=2.060, S= 3.440 k @ 17.50 ft Lr=2.060, S = 3.440 k @ 25.50 ft Lr=2.060, S = 3.440 k @ 33.50 ft Lr=2.060, S = 3.440 k @ 41.50 ft ['DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.958 1 5.125x30 2,245.38psi 2,344.18psi +D+S+H 43.000ft Span # 2 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.186 in Ratio = -0.064 in Ratio = 0.742 in Ratio = -0.129 in Ratio = 944 >=360 2742 >=360 332 >=180 3993 >=180 Design OK 0.524: 1 5.125x30 159.71 psi 304.75 psi +D+S+H 0.862 ft Span # 1 20 0 a D D D 0 0 a 0 a 0 a A.V. Schwan & Associates Consulting Structural Engineers 6000 E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Project Title: Floor and Decor Engineer: Project Descr: TI Wood Beam Lic. # KW -06000020 Description : B3 CODE REFERENCES Project ID: 7162 Printed: 28 JUL 2017, 8:35AM File = S:17162-F-11ENGINE-11Enercalc17162.ec6 ENERCALC, INC. 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 Licensee : A.V. SCHWAN,& ASSOCIATES, INC. Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties r Analysis Method : Allowable Stress Design Load Combination IBC 2015 Wood Species : DF/DF Wood Grade : 24F - V4 Beam Bracing Fb + Fb- Fc - Pr!' Fc - Perp Fv Ft : Beam is Fully Braced against lateral -torsional buckling 2,400.0 psi 1,850.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi E : Modulus of Elasticity Ebend- xx 1,800.0 ksi Eminbend - xx 950.0 ksi Ebend- yy 1,600.0 ksi Eminbend - yy 850.0 ksi Density 31.20 pcf D(2.75) Lr(2I06) S(1(4435) 1 I r r D(2.75) Lr(2.06) S(3.44) D(1 25) D(2.75) Lr(2.06) S(3.44) I L4 5.125x19.5 Span = 22.670 ft Applied Loads Point Load: D=2.750, Lr=2.060, S= 3.440 k @ 4.170 ft Point Load : D = 2.750, Lr = 2.060, S = 3.440 k @ 12.170 ft Point Load : D = 2.750, Lr = 2.060, S = 3.440 k @ 20.170 ft Point Load : D =1.250 k @ 5.450 ft Point Load : D=1.250'k @ 16.420 ft -DESIGN SUMMARY Service loads entered. Load Factors will be applied for calculations. Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection = 0.885 1 5.125x19.5 = 2,308.58psi 2,609.16psi +D+S+H = 12.162ft = Span #1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.470 in Ratio = 0.000 in Ratio = 0.975 in Ratio = 0.000 in Ratio = 579 >=360 0 <360 278 >=180 0 <180 Design OK • 0.550: 1 5.125x19.5 167.73 psi 304.75 psi +D+S+H 20.188 ft Span # 1 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum Overall MINimum +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 9.895 2.862 5.115 5.115 7.978 9.895 7.262 8.700 5.115 11.175 3.318 5.635 5.635 8.952 11.175 8.123 9.790 5.635 21 A.V. Schwan & Associates Consulting Structural Engineers 6000E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Wood Beam Description : B4 Project Title: Floor and Decor Engineer: Project Descr: TI CODE REFERENCES Project ID: 7162 Printed: 28 JUL 2017, 8:35AM File = S:17162-F-11ENGINE-11Enercalc17162.ec6 ENERCALC, INC. 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 Licensee A.V. SCHINAN & ASSOCIATES, INC. Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2015 Wood Species Wood Grade : DF/DF :24F -V8 Fb + 2,400.0 psi Fb 2,400.0 psi Fc Pill 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling E : Modulus of Elasticity Ebend- xx 1,800.0 ksi Eminbend - xx 950.0 ksi Ebend- yy 1,600.0ksi Eminbend - yy 850.0ksi Density 31.20pcf D(5.64) Lr(3.8$g9(14.14(2.06) S(30(42)75) Lr(2.06) S(i 3.p5) Lr(2.06) S(3:44)75) Lr(2.06) S(81(@y5) Lr(2.06) S(3)4)75) Lr(2.06) S(3 )75) Lr(2.06) S( .p5p(Q;l 314)p(3.56) I I I l 1 11 t r r r t r r r r I 5.125x30 Span=10.Oft .4 H 5.125x30 Span = 43.0 ft ® 5.125x30 Span = 11.330 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Point Load : D = 5.640, Lr = 3.320, S = 5.540 k @ 0.0 ft Point Load : D = 2.750, Lr = 2.060, S = 3.440 k @ 5.330 ft Load for Span Number 2 Point Load : D = 2.750, Lr = 2.060, S = 3.440 k @ 3.50 ft Point Load : D = 2.750, Lr = 2.060, S = 3.440 k @ 11.50 ft Point Load : D = 2.750, Lr = 2.060, S = 3.440 k @ 19.50 ft Point Load : D = 2.750, Lr = 2.060, S = 3.440 k @ 27.50 ft Point Load : D = 2.750, Lr = 2.060, S = 3.440 k @ 35.50 ft Load for Span Number 3 Point Load : D = 3.480, Lr = 2.140, S = 3.560 k @ 11.330 ft Point Load : D = 2.750, Lr = 2.060, S = 3.440 k @ 0.50 ft Point Load : D = 2.750, Lr = 2.060, S = 3.440 k @ 8.50 ft Point Load : D = 1.250 k @ 9.670 ft DESIGN SUMMARY ;Maximum Bending Stress Ratio L Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.983 1 5.125x30 2,303.39 psi 2, 344.18 psi +D+S+H 43.000ft Span # 2 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.347 in Ratio = 782 >=360 -0.011 in Ratio = 46861 >=360 1.032 in Ratio = 262 >=180 -0.162 in Ratio = 3194>=180 .Design OK, 0.556 : 1 5.125x30 169.46 psi 304.75 psi +D+S+H 5.378 ft Span # 1 22 a 0 a a 0 0 a 0 a 0 a 0 a 0 0 D G 0 D G 0 C 0 6 0 Pr A.V. Schwan & Associates Consulting Structural Engineers 6000 E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Project Title: Floor and Decor Engineer: Project Descr: TI Wood Beam Description : B5 r CODE REFERENCES Project ID: 7162 Printed: 28 JUL 2017, 8:35AM File = S:17162-F-11ENGINE-11Enercalc17162.ec6 ENERCALC, INC. 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 Licensee : A.V. SCHWAN & ASSOCIATES, INC. Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2015 Wood Species Wood Grade : DF/DF : 24F - V4 Fb + Fb - Fc - PrII Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling 2,400.0 psi 1,850.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi E : Modulus of Elasticity Ebend- xx 1,800.0 ksi Eminbend - xx 950.0 ksi Ebend- yy 1,600.0 ksi Eminbend - yy 850.0ksi Density 31.20pcf D(2.75) Lr(2.06) S(3.44) D(1 25) D(2.75) Lr(2.06) S(3.44) r r 5.125x16.5 I. Span=19.Oft ►I Applied Loads Point Load : D = 2.750, Lr = 2.060, S = 3.440 k @ 5.170 ft Point Load : D = 2.750, Lr = 2.060, S = 3.440 k @ 13.170 ft Point Load : D =1.250 k @ 9.420 ft DESIGN SUMMARY Service loads entered. Load Factors will be applied for calculations. 'Maximum Bending Stress Ratio = Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs = Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.764 1 5.125x16.5 2,062.06 psi 2,700.38 psi +D+S+H 9.431 ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.381 in Ratio = 0.000 in Ratio = 0.776 in Ratio = 0.000 in Ratio = 598 >=360 0 <360 293 >=180 0 <180 Design OK 0.409: 1 5.125x16.5 124.79 psi 304.75 psi +D+S+H 0.000 ft Span # 1 VerticalReactions Support notation : Far left is #1 Values in KIPS Load Combination Support1 Support2 Overall MAXimum Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.7505+H +D+0.60W+H +D+0.70E+H +D+0.750 L r+0.750 L+0.450 W+H 7.035 2.085 3.476 3.476 5.607 7.035 5.074 6.145 3.476 3.476 5.074 6.595 1.965 3.274 3.274 5.263 6.595 4.766 5.765 3.274 3.274 4.766 23 A.V. Schwan & Associates Consulting Structural Engineers 6000E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Wood Beam Lic: # : KW -06000020 Description : B6 CODE REFERENCES Project Title: Floor and Decor Engineer: Project Descr: TI Project ID: 7162 Punted: 28 JUL 2017, 8:35AM Fie = S:17162-F-11ENGINE-11Enercalc17162.ec6 ENERCALC, INC. 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 Licensee;: A.V. SCHWAN & ASSOCIATES, INC. Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2015 Wood Species Wood Grade : DF/DF : 24F - V8 Fb + Fb Fc - PrIl Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling D(3.28) Lr(1I198).8$$.134/ 06) S(3.44) 1 2,400.0 psi 2,400.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi E : Modulus of Elasticity Ebend- xx 1,800.0 ksi Eminbend - xx 950.0ksi Ebend- yy 1,600.0ksi Eminbend - yy 850.0ksi Density 31.20pcf D(2.75) Lr(2I06) SIAM) Lr(2.06) SQ(24) Lr(2.06) SR(8415) Lr(2.06) S($ ) Lr(2.06) S24) Lr(2.06m p(5(11, r61315)1i$(6.82) 7 7 ► 1 ► T T T y_ 5.125x33 Span = 12.670 ft 5.125x33 5.125x33 Span = 47.0 ft Span =9.50ft 01,4 0-41 to- ' Applied Loads _ Load for Span Number 1 Point Load : D = 3.280, Lr = 1.990, S = 3.330 k @ 0.0 ft Point Load : D = 2.750, Lr = 2.060, S = 3.440 k @ 5.50 ft Load for Span Number 2 Point Load : D = 2.750, Lr = 2.060, S = 3.440 k @ 5.50 ft Point Load : D = 2.750, Lr = 2.060, S = 3.440 k @ 13.50 ft Point Load : D = 2.750, Lr = 2.060, S = 3.440 k @ 21.50 ft Point Load: D=2.750, Lr=2.060, S= 3.440 k @ 29.50 ft Point Load: D=2.750, Lr=2.060, S= 3.440 k @ 37.50 ft Point Load : D = 2.750, Lr = 2.060, S = 3.440 k @ 45.50 ft Load for Span Number 3 Point Load : D = 5.450, Lr = 4.080, S = 6.820 k @ 9.50 ft Point Load: D=2.750, Lr=2.060, S= 3.440 k @ 6.50 ft Point Load : D = 1.250 k @ 1.60 ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 0.89Q 1 5.125x33 2,048.62 psi 2,301.38 psi +D+S+H 47.000 ft Span # 2 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.169 in Ratio = -0.009 in Ratio = 0.360 in Ratio = -0.006 in Ratio = 1346 >=360 33368 >=360 632 >=180 91831 >=180 Design OK 0.537 : 1 5.125x33 163.73 psi 304.75 psi +D+S+H 47.000 ft Span # 2 24 A.V. Schwan & Associates Consulting Structural Engineers 6000 E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Wood Beam Lic. # KW -06000020 Description : B7 r CODE REFERENCES Project Title: Floor and Decor Engineer: Project Descr: TI - Project ID: 7162 Printed: 28 JUL 2017, 8:36AM File = S:17162-F-11ENGINE-11Enercalc17162.ec6 ENERCALC, INC: 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 Licensee i A.V. SCHWAN & ASSOCIATES, INC. Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2015 Wood Species : DF/DF Wood Grade : 24F - V4 Fb + Fb - Fc - PrII Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling 2,400.0 psi 1,850.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi E : Modulus of Elasticity Ebend-xx 1,800.0ksi Eminbend - xx 950.0ksi Ebend- yy 1,600.0ksi Eminbend - yy 850.0ksi Density 31.20 pcf D(2.75) Lr(2.06) S(3.44) D(2.75) Lr(2.06) S(3.44) D(2.75) Lr(2.06) S(3.44) D(2.75) Lr(2.06) S(3.44) Applied Loads Point Load : D = 2.750, Lr = 2.060, S = 3.440 k @ 5.0 ft Point Load : D = 2.750, Lr = 2.060, S = 3.440 k @ 13.0 ft Point Load : D = 2.750, Lr = 2.060, S = 3.440 k @ 21.0 ft Point Load : D = 2.750, Lr = 2.060, S = 3.440 k @ 29.0 ft DESIGN SUMMARY 5.125x30 Span = 33.670 ft Service loads entered. Load Factors will be applied for calculations. Maximum Bending Stress•Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.714 1 Maximum Shear Stress Ratio 5.125x30 Section used for this span 1,714.57psi fv : Actual 2,402.22psi Fv : Allowable +D+S+H Load Combination 13.026ft Location of maximum on span Span # 1 Span # where maximum occurs 0.614 in Ratio = 0.000 in Ratio = 1.105 in Ratio = 0.000 in Ratio = 657 >=360 0 <360 365 >=180 0 <180 Design OK 0.400: 1 5.125x30 121.96 psi 304.75 psi +D+S+H 29.000 ft " Span # 1 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum Overall MINimum +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 12.259 3.268 5.446 5.446 9.526 12.259 8.506 10.556 5.446 5.446 12.501 3.332 5.554 5.554 9.714 12.501 8.674 10.764 5.554 5.554 25 DESIGNED BY TSS DATE CHECKED BY DATE CLIENT: SRA 360 Architecture JOB TITLE: Floor 4 Decor - Tukwila PP A.V. SCHWAN & ASSOC, hc. CONSULTING STRUCTURAL ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265-4331 Fax: (480) 663-1788 Vertical PPT Studs H — 5.0', braced at mid height s=1.33' wwl, = 27.1 psf (1.33') = 120 plf - see output -use 600S162-43 @ 16" 0.C." PPT Kicker L = 3.6' Compression = 19 lb./Cos(45) = 256 lb. - see output -use 600S162-43 @ 16" C.C. Beam at Kicker L= 8'-0" wwi, = 181 plf -see output -use D.F. no. 2 4x6 cJ j J n j r - u n rl n y L LJ r -rt J LJ SHEET NO, 26 OF JOB NO. 7162 L) . . 9 C --s c.v c Project Name: PPT Stud Model: Vertical PPT Stud Code: 2012 NASPEC [AISI S100-20121 Page 1 of 1 Date: 08/01/2017 Simpson Strong -Tie® CFS Designer-rm. 2.0.2.0 2.50 2.50 xi I 70 1 Reactions and Connections Number of Connectors Required at each Reaction: 1 No. of No. of Simpson Req'd Req'd # Strong -Tie screws to 12-14 Support Reaction (Ib) Connector stud Anchors R1 0.00 No Solutions R2 180.50 No Solutions Total Vertical Shear Carried by Connectors (Ib) : 0 36.10 Bridging Connectors - Design Method = AISI S100 Simpson Strong -Tie Span/CantiLever Bridging Connector Stress Ratio Span N/A Top CantiLever N/A Shear and Web Crippling Checks Bending and Shear (Unstiffened): 9.0% Stressed @R2 Bending and Shear (Stiffened): NA 36.10 Web Stiffeners Required?: No Section : 600S162-43 Single C Stud Fy = 50.0 ksi Maxo = 1760.2 Ft -Lb Moment of Intertia, I = 2.32 inA4 Va = 1415.7 Ib Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Reactions have been multiplied by 1.0 for opposite load direction for connection design Flexural and Deflection Check Deflection Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Iii! Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Span 112.8 0.064 72.0 Full 1760.2 0.041 0.000 L/61034 Top CantiLever 112.8 0.064 72.0 None 1760.2 0.041 0006 L/9612 0 Distortional Buckling Check Span K -phi Lm Brac Ma -d Mmax/ Ib-in/in in Ft -Lb Ma -d j� Span 0.00 30.0 1485.6 0.076 j �, Top CantiLever 0.00 30.0 1485.6 0.076 c 27 SIMPSON STRONG -TIE COMPANY INC. www.strongtie.com C Project Name: PPT Stud Model: PPT Kicker Code: 2012 NASPEC [AISI S100-2012] Page 1 of 1 Date: 08/01/2017 Simpson Strong -Tie® CFS DesignerTM 2.0.2.0 3.60 Reactions and Connections Number of Connectors Required at each Reaction: 1 No. of No. of Simpson Req'd Req'd # Strong -Tie screws to 12-14 Support Reaction (Ib) Connector stud Anchors R1 0.00 No Solutions R2 0.00 No Solutions - Total Vertical Shear Carried by Connectors (Ib) : 0 Bridging Connectors - Design Method = AISI S100 Simpson Strong -Tie Span/CantiLever Bridging Connector Stress Ratio Span N/A Shear and Web Crippling Checks Bending and Shear (Unstiffened): N/A Bending and Shear (Stiffened): NA Web Stiffeners Required?: No Section : 600S162-43 Single C Stud Fy = 50.0 ksi Maxo = 1760.2 Ft -Lb Moment of Intertia, I = 2.32 in"4 Va = 1415.7 Ib Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Reactions have been multiplied by 1.0 for opposite load direction for connection design Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Span 0.0 0.000 0.0 Full 1760.2 0.000 0.000 UO Distortional Buckling Check Span K -phi Lm Brac Ma -d Mmax/ Ib-in/in in Ft -Lb Ma -d Span 0.00 43.2 1485.6 0.000 Combined Bending and Axial Load Details Axial Ld Bracing(in) Max K -phi Lm Bracing Allow Intr. Span (Ib) KyLy KtLt KUr (lb-in/in) (in) load(Ib) P/Pa Value Span 256.0(c) None None 75 0.0 43.2 4741.3(c) 0.05 0.05 28 SIMPSON STRONG -TIE COMPANY INC. www.strongtie.com A.V. Schwan & Associates Consulting Structural Engineers 6000 E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Project Title: Floor and Decor Engineer: Protect Descr: TI Wood Beam Lic. # i'KW-06000020:' Description : Beam at Kicker CODE REFERENCES Project ID: 7162 Printed: 1 AUG 2017, 2:20PM File = S:\7162-F-1\ENGINE-11Enercalc\7162.ec6 INC. 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 ENERCALC, Licensee A.V. SCHWAN`& ASSOCIATES, INC. Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2015 Wood Species : Douglas Fir - Larch Wood Grade : No.2 Fb + Fb Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling 900.0 psi 900.0 psi 1,350.0 psi 625.0 psi 180.0 psi 575.0 psi Density E : Modulus of Elasticity Ebend- xx 1,600.0ksi Eminbend - xx 580.0ksi W(0.181) --4- 31.20 pcf \f 4x6 Span = 8.0 ft Applied Loads Load for Span Number 1 Uniform Load : W = 0.1810 k/ft, Extent = 0.0 --» 8.0 ft, Tributary Width =1.0 ft DESIGN SUMMARY Service loads entered. Load Factors will be applied for calculations. Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.316 1 4x6 590.83 psi 1,872.00 psi +D+0.60W+H 4.000ft Span # 1 Maximum Shear Stress Ratio Section used for this span fir : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.216 in Ratio = 0.000 in Ratio = 0.130 in Ratio = 0.000 in Ratio = 444 >=360 0 <360 740 >=180 0 <180 Design OK 0.105: 1 4x6 30.14 psi 288.00 psi +D+0.60W+H 7.562 ft Span # 1 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support2 Overall MAXimum Overall MlNimum +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 0.724 0.724 0.326 0.326 0.434 0.434 0.326 0.326 0.326 0.326 29 DESIGNED BY 1•IW DATE CHECKED BY DATE CLIENT: SRA 360 Architecture JOB TITLE Floor 4 Decor - Tukwila A.V. SCHWAN & ASSOC, Inc. CONSULTING STRUCTURAL ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265-4331 Fax: (480) 663-1788 Roof Framing Analysis DL=20;psf LL=20psf Roof Snow Load = 20 psf Purlins at Pro Canopy _ L =16.0' w/ 3.42' Cantilever s'= 6.0' t WDL = 20 psf (6.0') = 1201,p1f! WLL=20psf(6.0')= 120plf' ws1 =-20 psff(6 0') =-120-p1f' --l_.- 1 drift = 17.3psf*6.0' = 104 Of (at max drift Height) .. Drift L = 4.02 - see output - use W8x10 Pro Canopy Girder L = 47.5'_w/_1.42.' _Cantilever at each end PDL. 142k.__.. f PLL = 1.42 k PSL =1.43k - see output -use W21x44, C = 1" Pro Canopy -Columns- "- H = 18.0' PDL � 5:5"k PLL=5.5k PSL=5.6k -see output -use HSS6x6x1/4 Pro Canopy Column Baseplates PDL=5.9k - PLL =5:5k PSL =5:6 k - see output - use PL 3/4x12x1'-0" Pro Canopy Column Footing PDL =5:9k PLL=5.5k PSL = 5.6 k. -see output -use 4'-0" square x 12" thick `footing. 0 0 a 0 0 0 0 a SHEET NO. 30 OF 9 JOB NO. 7162 L A.V. Schwan & Associates Consulting Structural Engineers 6000 E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Project Title: Floor and Decor Engineer: Project Descr: TI Steel Beam Lic. # : KW -06000020 Description : Purlins at Pro Canopy CODE REFERENCES Project ID: 7162 Printed: 28 JUL 2017, 8:35AM File = S:17162-F-11ENGINE-11Enercalc17162.ec6 ENERCALC, INC. 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 Licensee : A.V. SCHWAN & ASSOCIATES, INC. Calculations per AISC 360-10, IBC 2015, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis : Major Axis Bending Fy : Steel Yield : E: Modulus : 50.0 ksi 29,000.0 ksi • 1(0.104 0 v \t . \ V D(0.12) Lr(0.12) S(0.12) D(0.12) Lr(0.) S(0.12) V V i-4 W8x10 Span= 16.0 ft W8x10 Span = 3.420 ft Applied Loads Beam self weight NOT intemaily calculated and added Load for Span Number 1 Uniform Load : D = 0.120, Lr = 0.120, S = 0.120 k/ft, Tributary Width = 1.0 ft Varying Uniform Load : S(S,E) = 0.1040->0.0 k/ft, Extent = 0.0 --» 4.020 ft, Trib Width =1.0 ft Load for Span Number 2 Uniform Load : D = 0.120, Lr = 0.120, S = 0.120 k/ft, Tributary Width -1.0 ft DESIGN SUMMARY Service loads entered. Load Factors will be applied for calculations. Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.327: 1 W8x10 7.141 k -ft 21.870 k -ft +D+S+H 7.552ft Span # 1 Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.186 in Ratio = -0.112 in Ratio = 0.364 in Ratio = -0.218 in Ratio = 1,031 >=360 735 >=360 528 >=180 376 >=180 Design OK 0.075: 1 W8x10 2.025 k 26.826 k +D+S+H 16.000 ft Span # 1 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum Overall MlNimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.7505+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 D Only Lr Only L Only S Only W Only E Only 2.024 0.550 0.916 0.916 1.832 2.024 1.603 1.747 0.916 0.916 1.603 1.747 1.747 0.550 0.550 0.916 0.916 2.846 0.849 1.414 1.414 2.829 2.846 2.475 2.488 1.414 1.414 2.475 2.488 2.488 0.849 0.849 1.414 1.414 1.108 1.432 31 A.V. Schwan & Associates Consulting Structural Engineers 6000 E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Steel Beam Lic. # : KW -06000020 Description : Pro Canopy Girder CODE REFERENCES Project Title: Floor and Decor Engineer: Project Descr: TI Project ID: 7162 Printed: 28 JUL 2017, 8:35AM File = S:17162-F-11ENGINE-11Enercalc17162.ec6 ENERCALC, INC. 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 Licensee : A.V. SCHWAN & ASSOCIATES, INC. Calculations per AISC 360-10, IBC 2015, ASCE 7-10 Load Combination Set : IBC 2015 ( Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis : Major Axis Bending Fy : Steel Yield : E: Modulus : 50.0 ksi 29,000.0 ksi D(0.71) Lr0,71) S(0.72) D(1.42) Lr1.42) S(1.43) i I 0(1.42) Lr1.42) S(1.43) D(1.42) Lr1.42) S(1.43) D(1.42) Lr1.42) S(1.43) 0(1.42) Lr1..42) S(1.43) D(1.42) Lr1142) S(1.43) 0(1.42) Lr1i42) S(1.43p(0.071) Lr0.071) S(0.072) V r r r r 0 0 Span = 1.420 ft W21x44 Span = 47.50 ft x44 Span = 1.420 ft Applied Loads Beam self weight NOT intemally calculated and Load(s) for Span Number 1 Point Load : D = 0.710, Lr = 0.710, S = 0. Load(s) for Span Number 2 Point Load : D =1.420, Lr =1.420, S = 1. Point Load : D =1.420, Lr =1.420, S =1. Point Load : D =1.420, Lr =1.420, S = 1. Point Load : D =1.420, Lr =1.420, S 1. Point Load : D = 1.420, Lr = 1.420, S = 1. Point Load : D =1.420, Lr =1.420, S =1. Point Load : D =1.420, Lr =1.420, S =1. Load(s) for Span Number 3 Point Load : D = 0.0710, Lr = 0.0710, S = DESIGN SUMMARY Service loads entered. Load Factors will be applied for calculations. added 720k@0.0ft 430 k @ 5.650 ft 430 k @ 12.650 ft 430 k @ 18.650 ft 430 k @ 24.650 ft 430 k @ 30.650 ft 430 k @ 36.650 ft 430 k @ 42.650 ft 0.0720 k @ 1.420 ft Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.552: 1 W21x44 131.428 k -ft 238.024 k -ft +D+S+H 24.700ft Span # 2 Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.000 in Ratio = 0.000 in Ratio = 2.174 in Ratio = -0.207 in Ratio = 0 <360 0 <360 262 >=180 165 <180 Design N.G. 0.071 : 1 W21x44 10.255 k 144.90 k +D+S+H 42.750 ft Span # 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Support 4 Overall MAXimum Overall MINimum +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+0.7505+0.450W+H +D+0.750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H 11.125 3.324 5.541 5.541 11.081 11.125 9.696 9.729 5.541 5.541 9.696 9.729 9.729 3.324 10.398 3.108 5.180 5.180 10.361 10.398 9.066 9.093 5.180 5.180 9.066 9.093 9.093 3.108 32 A.V. Schwan & Associates Consulting Structural Engineers 6000 E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Steel Column 0 a tl p 00 0 Description : Pro Canopy Columns Code References Project Title: Floor and Decor Engineer: Project Descr: TI Project ID: 7162 Printed: 28 JUL 2017, 8:35AM File = S:17162-F-11ENGINE-11Enercalc17162.ec6 ENERCALC, INC. 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 Licensee,: A.V. SCHWAN'&`ASSOCIATES, INC.' 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 Applied Loads HSS6x6x1/4 Allowable Strength 46.0 ksi 29,000.0 ksi Overall Column Height 18.0 ft Top & Bottom Fixity Top & Bottom Pinned Brace condition for deflection (buckling) along columns : X -X (width) axis : Unbraced Length for X -X Axis buckling =18.0 ft, K = 1.0 Y -Y (depth) axis : Unbraced Length for Y -Y Axis buckling = 18.0 ft, K =1.0 Service loads entered. Load Factors will be applied for calculations. Column self weight included : 341.754 lbs * Dead Load Factor AXIAL LOADS... Axial Load at 18.0 ft, Xecc = 2.0 in, D = 5.50, LR = 5.50, S = 5.60 k DESIGN SUMMARY 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 0.1418 : 1 +D+S+H 17.879 ft 11.442 k 81.367 k 0.0 k -ft 25.709 k -ft -1.838 k -ft 25.709 k -ft 0.002517 :1 +D+S+H 0.0 ft 0.1028 k 40.826 k Maximum Load Reactions.. Top along X -X Bottom along X -X Top along Y -Y Bottom along Y -Y 0.1028 k 0.1028 k 0.0 k 0.0 k Maximum Load Deflections,,. Along Y -Y 0.0 in at 0.Oft above base for load combination : Along X -X -0.08081 in at 10.510ft above base for load combination :+D+S+H 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+0.750 Lr+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 C+0T60D+0.70E+0.60H 7 Maximum Reactions 0 0.072 0.072 0.141 0.142 0.123 0.124 0.072 0.072 0.123 0.124 0.124 0.043 0.043 PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS 0.00 ft 0.00 ft 17.88 ft 17.88 ft 17.88 ft 17.88 ft 0.00 ft 0.00 ft 17.88 ft 17.88 ft 17.88 ft 0.00 ft 0.00 ft 0.001 0.001 0.002 0.003 0.002 0.002 0.001 0.001 0.002 0.002 0.002 0.001 0.001 Axial Reaction Load Combination @ Base +D+H 5.842 X -X Axis Reaction k @ Base @ Top 0.051 0.051 Y -Y Axis Reaction @ Base @ Top PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ft ft ft ft ft ft ft ft ft ft ft ft ft Note: Only non -zero reactions are listed. Mx - End Moments k -ft My - End Moments @ Base @ Top @ Base Vop A.V. Schwan & Associates Consulting Structural Engineers 6000 E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Steel Column Lic.'# : KW -06000020 Project Title: Floor and Decor Engineer: Project Descr: TI Description : Pro Canopy Columns Maximum Reactions - Load Combination Project ID: 7162 Printed: 28 JUL 2017, 8:35AM File = S:17162-F-11ENGINE-11Enercalc17162.ec6 ENERCALC, INC. 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 Licensee A.V. SCHWAN & ASSOCIATES, INC: Note: Only non -zero reactions are listed. Axial Reaction X -X Axis Reaction k Y -Y Axis Reaction Mx - End Moments k -ft My - End Moments @ Base @ Base @ Top @ Base @ Top @ Base @ Top @ Base @ Top +D+L+H 5.842 0.051 0.051 +D+Lr+H 11.342 0.102 0.102 +D+S+H 11.442 0.103 0.103 +D+0.750Lr+0.750L+H 9.967 0.089 0.089 +D+0.750L+0.750S+H 10.042 0.090 0.090 +D+0.60W+H 5.842 0.051 0.051 +D+0.70E+H 5.842 0.051 0.051 +D+0.750Lr+0.750L+0.450W+H 9.967 0.089 0.089 +D+0.750L+0.750S+0.450W+H 10.042 0.090 0.090 +D+0.750L+0.750S+0.5250E+H 10.042 0.090 0.090 +0.600+0.60W+0.60H 3.505 0.031 0.031 +0.60D+0.70E+0.60H 3.505 0.031 0.031 D Only 5.842 0.051 0.051 Lr Only 5.500 0.051 0.051 L Only S Only 5.600 0.052 0.052 W Only E Only H Only Extreme Reactions Item Axial Reaction X -X Axis Reaction k Y -Y Axis Reaction Extreme Value @ Base @ Base @ Top @ Base @ Top Mx - End Moments k -ft My - End Moments @ Base @ Top @ Base @ Top Axial @ Base Maximum 11.442 0.103 0.103 Minimum Reaction, X -X Axis Base Maximum 11.442 0.103 0.103 Minimum Reaction, Y -Y Axis Base Maximum 5.842 0.051 0.051 Minimum 5.842 0.051 0.051 Reaction, X -X Axis Top Maximum 11.442 0.103 0.103 Minimum Reaction, Y -Y Axis Top Maximum 5.600 0.052 0.052 Minimum 5.842 0.051 0.051 Moment, X -X Axis Base Maximum 5.842 0.051 Minimum 5.842 0.051 Moment, Y -Y Axis Base Maximum 5.842 0.051 0.051 Minimum 5.842 0.051 0.051 Moment, X -X Axis Top Maximum 5.842 0.051 0.051 Minimum 5.842 0.051 0.051 Moment, Y -Y Axis Top Maximum 5.842 0.051 0.051 Minimum 5.842 0.051 0.051 a a A.V. Schwan & Associates Consulting Structural Engineers 6000E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Steel Base Plate Lic. # : KW -06000020 ' Description : Project Title: Floor and Decor Engineer: Project Descr: TI Pro Canopy Column Baseplates Code References Project ID: 7162 Printed: 28 JUL 2017, 8:35AM File = S:17162-F-11ENGINE-11Enercalc17162.ec6 ENERCALC, INC`. 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 Licensee : A.V. SCHWAN & ASSOCIATES, INC. Calculations per AISC Design Guide # 1, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 General Information Material Properties AISC Design Method Allowable Strength Design Steel Plate Fy = 36.0 ksi Concrete Support fc = 2.50 ksi Assumed Bearing Area :Full Bearing S2 c : ASD Safety Factor. Allowable Bearing Fp per J8 Column & Plate Column Properties Steel Section : HSS6x6x1/4 Depth Width Flange Thickness Web Thickness 6 in 6 in 0.233 in in Plate Dimensions N : Length 12.0 in B : Width 12.0 in Thickness 0.750 in Column assumed welded to base plate. Area Ixx Iyy 5.24 inA2 inA4 inA4 Support Dimensions Width along "X" Length along "Z' a rti-• • s. ; i...• 13.0 in 13.0 in Applied Loads D: Dead Load L : Live Lr : Roof Live S: Snow P -Y 5.90 k 5.50 k 5.60 k W : Wind k " P " = Gravity load, "+" sign is downward. E : Earthquake H : Lateral Earth V -Z M -X k k k k k k k k -ft k -ft k -ft k -ft k -ft k -ft k -ft "+" Moments create higher soil pressure at +Z edge. "+" Shears push plate towards +Z edge. Anchor Bolts Anchor Bolt or Rod Description Max of Tension or Pullout Capacity Shear Capacity Edge distance : bolt to plate Number of Bolts in each Row Number of Bolt Rows 3/4"Diameter 1.50 in 2.0 1.0 2.50 0.O ksi ,a Edge Eftteese gee Spading 35 A.V. Schwan & Associates Consulting Structural Engineers 6000 E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Steel .Base Plate Project Title: Floor and Decor Engineer: Project Descr: TI Project ID: 7162 Printed: 28 JUL 2017, 8:35AM • . File = S:17162-F-11ENGINE-11Enercalc17162.ec6 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 ENERCALC, INC C� KW -06000020. Licensee': A.V. SCHWAN'& ASSOCIATES, INC. Description : Pro Canopy Column Baseplates GOVERNING DESIGN LOAD CASE SUMMARY Plate Design Summary Design Method Goveming Load Combination Overall Results Goveming Load Case Type ------------------------------ Design Plate Size 1-0" x 1'-0" x 0 -3/4" Pa : Axial Load 0.000 k Ma : Moment 0.000 k -ft Allowable Strength Design Mu : Max. Moment tb : Max. Bending Stress Fb : Allowable : Fy / Omega Bending Stress Ratio fu : Max. Plate Bearing Stress .... Fp : Allowable : 0.0 0.000 k -in 0.000 ksi 0.000 ksi 0.000 Bending Stress OK 0.000 ksi 0.000 ksi Bearing Stress Ratio 0.000 Bearing Stress OK 36 .d 8 e a 0 _D 0 0 G D 0 C A.V. Schwan & Associates Consulting Structural Engineers 6000 E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Project Title: Floor and Decor Engineer: Project Descr: TI Project ID: 7162 Printed: 28 JUL 2017, 8:35AM General Footing L'ic: # :=KW -06000020 _ Description : Pro Canopy Column Footing Code References File S:17162-F-11ENGINE-11Enercalc17162.ec6 ENERCALC, INC. 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 a ?- .; ` -Licensee :-A. SCHWAN &ASSOCIATES,INC:: 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 fy : Rebar Yield Ec : Concrete Elastic Modulus Concrete Density ip 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 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 = 0.00180 when footing base is below 1.0:1 = 1.0:1 Yes Yes Yes Yes Increases based on footing plan dimens®n Allowable pressure increase per foot of depth when max. length or width is greater than 2.0 ksf = No = 250.0 pcf = 0.30 2.0 ft ksf ft ksf 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 4.0 ft 4.0 ft 12.0 in 13.0 in 13.0 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 # 5 z 4 11111111 Il -11111111==11111111 5 11111110111»II=IMM►=l»llll- n/a n/a n/a rII +'.4-#5Bats _ff.1111111 rltlwn nniin_tnnm- X -X Section Looking to +Z x I"I 4 - #"5 -Bars 111E- Z -Z Section Looking to +X P : Column Load OB : Overburden M-xx M-zz V -x V -z D Lr L S W E H 5.9 5.50 5.60 k ksf k -ft k -ft r37 a i 4, 1„ 4 11111111 Il -11111111==11111111 5 11111110111»II=IMM►=l»llll- n/a n/a n/a rII +'.4-#5Bats _ff.1111111 rltlwn nniin_tnnm- X -X Section Looking to +Z x I"I 4 - #"5 -Bars 111E- Z -Z Section Looking to +X P : Column Load OB : Overburden M-xx M-zz V -x V -z D Lr L S W E H 5.9 5.50 5.60 k ksf k -ft k -ft r37 A.V. Schwan & Associates Consulting Structural Engineers 6000 E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Project Title: Floor and Decor Engineer: Project Descr: TI General Footing Lic. # : KW -06000020 Description : Pro Canopy Column Footing DESIGN SUMMARY Project ID: 7162 Printed: 28 JUL 2017, 8:35AM File = S:17162-F-1\ENGINE-11Enercalc17162.ec6 ENERCALC, INC. 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 Licensee : A.V. SCHWAN & ASSOCIATES, INC. Min. Ratio Item Applied Capacity Design OK Governing Load Combination PASS 0.4829 Soil Bearing 0.9657 ksf PASS n/a Overturning - X -X 0.0 k -ft PASS n/a Overturning - 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 0.08764 Z Flexure (+X) 1.056 k-ft/ft PASS 0.08764 Z Flexure (-X) 1.056 k-ft/ft PASS 0.08764 X Flexure (+Z) 1.056 k-ft/ft PASS 0.08764 X Flexure (-Z) 1.056 k-ft/ft PASS 0.08989 1 -way Shear (+X) 6.741 psi PASS 0.08989 1 -way Shear (-X) 6.741 psi PASS 0.08989 1 -way Shear (+Z) 6.741 psi PASS 0.08989 .1 -way Shear (-Z) 6.741 psi PASS 0.1.046 2 -way Punching 15.689 psi Detailed Results 2.0 ksf 0.0 k -ft 0.0 k -ft 0.0 k 0.0 k 0.0 k 12.046 k-ft/ft 12.046 k-ft/ft 12.046 k-ftlft 12.046 k-ft/ft 75.0 psi 75.0 psi 75.0 psi 75.0 psi 150.0 psi +D+S+H about Z -Z axis No Overturning No Overturning No Sliding No Sliding No Uplift +1.20 D+0.50L+1.60S+1.60H +1.20D+0.50L+1.60S+1.60H +1.20 D+0.50L+1.60S+1.60H +1.20 D+0.50L+1.60S+1.60H +1.20D+0.50L+1.60S+1.60H +1.20D+0.50L+1.60S+1.60H +1.20D+0.50L+1.60S+1.60H +1.20D+0.50L+1.60S+1.60H +1.20D+0.50L+1.60S+1.60H Soil Bearing Rotation Axis & Load Combination... X -X, +D+H X -X, +D+L+H X -X, +D+Lr+H X -X, +D+S+H X -X, +D+0.750Lr+0.750L+H X -X, +D+0.750L+0.750S+H X -X, +D+0.60W+H X -X, +D+0.70E+H X -X, +D+0.750Lr+0.750L+0.450W+H X -X, +D+0.750L+0.750S+0.450W+H X -X, +D+0.750L+0.750S+0.5250E+H X -X, +0.60D+0.60W+0.60H X -X, +0.60D+0.70E+0.60H Z -Z, +D+H Z -Z, +D+L+H Z -Z, +D+Lr+H Z -Z, +D+S+H Z -Z, +D+0.750Lr+0.750L+H Z -Z, +D+0.750L+0.750S+H Z -Z, +D+0.60W+H Z -Z, +D+0.70E+H Z -Z, +D+0.750Lr+0.750L+0.450W+H Z -Z, +D+0.750L+0.750S+0.450W+H Z -Z, +D+0.750L+0.750S+0.5250E+H Z -Z, +0.60D+0.60W+0.60H Z -Z, +0.60D+0.70E+0.60H Gross Allowable Xecc Zecc Actual Soil Bearing Stress @ Location Actual / Allow (in) Bottom, -Z Top, +Z Left, -X Right, +X Ratio 2.0 n/a 0.0 0.6157 0.6157 n/a n/a 0.308 2.0 n/a 0.0 0.6157 0.6157 n/a n/a 0.308 2.0 n/a 0.0 0.9594 0.9594 n/a n/a 0.480 2.0 n/a 0.0 0.9657 0.9657 n/a n/a 0,483 2.0 n/a 0.0 0.8735 0.8735 n/a n/a 0.437 2.0 n/a 0.0 0.8782 0.8782 n/a n/a 0.439 2.0 n/a 0.0 0.6157 0.6157 n/a n/a 0.308 2.0 n/a 0.0 0.6157 0.6157 n/a n/a 0.308 2.0 n/a 0.0 0.8735 0.8735 n/a n/a 0.437 2.0 n/a 0.0 0.8782 0.8782 n/a nla 0.439 2.0 n/a 0.0 0.8782 0.8782 n/a n/a 0.439 2.0 n/a 0.0 0.3694 0.3694 n/a nla 0.185 2.0 n/a 0.0 0.3694 0.3694 n/a n/a 0.185 2.0 0.0 n/a n/a n/a 0.6157 0.6157 0.308 2.0 0.0 n/a n/a n/a 0.6157 0.6157 0.308 2.0 0.0 n/a n/a n/a 0.9594 0.9594 0.480 2.0 0.0 n/a n/a n/a 0.9657 0.9657 0.483 2.0 0.0 n/a n/a n/a 0.8735 0.8735 0.437 2.0 0.0 n/a n/a n/a 0.8782 0.8782 0.439 2.0 0.0 n/a n/a n/a 0.6157 0.6157 0.308 2.0 0.0 n/a n/a n/a 0.6157 0.6157 0.308 2.0 0.0 n/a n/a n/a 0.8735 0.8735 0.437 2.0 0.0 n/a n/a n/a 0.8782 0.8782 0.439 2.0 0.0 n/a n/a n/a 0.8782 0.8782 0.439 2.0 0.0 nla n/a n/a 0.3694 0.3694 0.185 2.0 0.0 n/a n/a nla 0.3694 0.3694 0.185 38 a Q Q a 4 0 a e r, u L. j DESIGNED BY TRS DATE CHECKED BY DATE CLIENT: SRA 360 Architecture JOB TITLE: Floor 4 necor - Tukwila A.V. SCHWAN & ASSOC, Inc. CONSULTING STRUCTURAL ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265-4331 Fox: (480) 663-1788 New Tilt Panel Opening Analysis (E) Roof DL = 16 psf Roof LL = 20 psf Roof SL = 20 psf Beams at new`Front Entrance Opening L = 17'-7", Max -gravity loads and tilt panel self weight to be supported by HSS wDL = 16psf(23.5'/2)+150pcf(5.5"/12)*(37.0'-10.83) = 1990 plf wLL = 20psf(23.5'/2) = 235 plf wsL = 20psf(23.5'/2) = 235 plf wwL =27.lpsf(10.0'/2) = 136 plf WEL = 0.4* 1.0*0.959* 150pcf(6"/12")(10.0'/2) = 144 plf -see output -use HSS 12x4x1/2, LLV Column at New Opening at Loading Dock h = 35.33' Loads applied=at new beam PwL=1.2k PEL = 1.3 k -see output -use HSS 6x4x5/16 SHEET NO, 39 OF JOB NO. 7162 A.V. Schwan & Associates Consulting Structural Engineers 6000E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Project Title: Floor and Decor Engineer: Project Descr: TI Steel Beam Description: Beams at New Front Entrance Opening (gravity) -CODE REFERENCES Project ID: 7162 Prinled: 1 AUG 2017, 8:48AM File = S:\7162-F-1\ENGINE-1\Enercalc17162.ec6 ENERCALC, INC. 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 Licensee : A.V. SCHWAN & ASSOCIATES, INC. Calculations per AISC 360-10, IBC 2015, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis : Major Axis Bending Fy : Steel Yield : E: Modulus : 46.0 ksi 29,000.0 ksi I-1 ot1)(0.235) S(o235) HSS12x4x12 Span = 17.580 ft ►I Applied Loads Beam self weight NOT intemally calculated and added Uniform Load : D =1.990, Lr = 0.2350, S = 0.2350 k/ft, Tributary Width =1.0 ft EDESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 0.802: 1 HSS12x4x1/2 85.956 k -ft 107.196 k -ft +D+Lr+H 8.790ft Span # 1 Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.000 in Ratio = 0.000 in Ratio = 0.789 in Ratio = 0.000 in Ratio = 0 <360 0 <360 267 >=180 0 <180 Design OK 0.120: 1 HSS12x4x1 /2 19.558 k 162.999 k +D+Lr+H 17.580 ft Span # 1 r ----Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum Overall MlNimum +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 D Only Lr Only L Only S Only W Only E Only H Only 19.558 2.066 17.492 17.492 19.558 19.558 19.041 19.041 17.492 17.492 19.041 19.041 19.041 10.495 10.495 17.492 2.066 2.066 19.558 2.066 17.492 17.492 19.558 19.558 19.041 19.041 17.492 17.492 19.041 19.041 19.041 10.495 10.495 17.492 2.066 2.066 40 A.V. Schwan & Associates Consulting Structural Engineers 6000 E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Project Title: Floor and Decor Engineer: Project Descr: TI Steel Beam Description : Beams at New Front Entrance Opening (wind) CODE REFERENCES Project ID: 7162 Printed: 1 AUG 2017, 8:47AM File = S:\7162-F-1\ENGINE-1\Enercalc17162.ec6 ENERCALC, INC. 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 Licensee : A.V SCHWAN & ASSOCIATES, INC. Calculations per AISC 360-10, IBC 2015, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis : Minor Axis Bending Fy : Steel Yield : E: Modulus : 40.0 ksi 29,000.0 ksi W(0.136) E(0.144) V V HSS12x4x12 Span = 17.580 Applied Loads Beam self weight NOT intemally calculated and added Uniform Load : W = 0.1360, E = 0.1440 k/ft, Tributary Width =1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span �., Ma : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.093: 1 HSS12x4x1/2 3.894 k -ft 41.717 k -ft +D+0.70E+H 8.790 ft Span # 1 Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.000 in Ratio = 0.000 in Ratio = 0.213 in Ratio = 0.000 in Ratio = 0 <360 0 <360 992 >=180 0 <180 Design OK 0.025: 1 HSS12x4x1/2 0.8860 k 34.817 k +D+0.70E+H 0.000 ft Span # 1 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum Overall MINimum +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 D Only Lr Only L Only S Only W Only E Only H Only 1.266 0.538 1.266 0.538 0.717 0.717 0.886 0.886 0.538 0.538 0.538 0.538 0.665 0.665 0.717 0.717 0.886 0.886 1.195 1.266 1.195 1.266 41 A.V. Schwan & Associates Consulting Structural Engineers 6000E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Steel Column Lic. # : KW -06000020 Description : Project Title: Floor and Decor Engineer: Project Descr: TI Column .at New Opening at Loading Dock Code References Project ID: 7162 ' Printed: 1 AUG 2017, 8:39AM File = S:17162-F-11ENGINE-11Enercalc17162.ec6 ENERCALC, INC. 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 Licensee : A.V. SCHWAN & ASSOCIATES, INC. 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 HSS10x4x1/2 Allowable Strength 46.0 ksi 29,000.0 ksi Applied Loads Column self weight included : 1,480.86 lbs * Dead Load Factor BENDING LOADS .. Lat. Point Load at 10.0 ft creating Mx -x, W = 1.20, E =1.30 k DESIGN SUMMARY Overall Column Height 35.330 ft Top & Bottom Fixity Top & Bottom Pinned Brace condition for deflection (buckling) along columns : X -X (width) axis : Unbraced Length for X -X Axis buckling = 25.0 ft, K = 1.0 Y -Y (depth) axis : Unbraced Length for Y -Y Axis buckling = 25 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 0.09813 :1 +D+0.70E+H 9.959 ft 1.481 k 48.977 k 6.497 k -ft 78.273 k -ft 0.0 k -ft 40.399 k -ft 0.004933 : 1 +D+0.70E+H 0.0 ft 0.6524 k 132.259 k Maximum Load Reactions .. Top along X -X Bottom along X -X Top along Y -Y Bottom along Y -Y 0.0 k 0.0 k 0.3680 k 0.9320 k Maximum Load Deflections... Along Y -Y 0.3006 in at for load combination :+D+0.70E+H Along X -X 0.0 in at for load combination : 15.887ft 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 +0.600+0.70E+0.60H Maximum Reactions 0.030 0.030 0.030 0.030 0.030 0.030 0.081 0.098 0.064 0.064 0.077 0.075 0.092 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 9.96 ft 9.96 ft 9.96 ft 9.96 ft 9.96 ft 9.96 ft 9.96 ft 0.000 0.000 0.000 0.000 0.000 0.000 0.004 0.005 0.003 0.003 0.004 0.004 0.005 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. Axial Reaction Load Combination @ Base +D+H 1.481 X -X Axis Reaction k Y -Y Axis Reaction @ Base @ Top @ Base @ Top Mx - End Moments k -ft @ Base @ Top My - End Moments @ Base leop Q c v, 0 i0 0 0 D 0 C tif A.V. Schwan & Associates Consulting Structural Engineers 6000 E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Project Title: Floor and Decor Engineer: Project Descr: TI Steel Column Description : Column at New Opening at Loading Dock Maximum Reactions Project ID: 7162 Printed: 1 AUG 2017, 8,39AM File = S:17162-F-11ENGINE-11Enercalc17162.ec6 ENERCALC, INC. 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 Licensee A.V.,SCHWAN 8, ASSOCIATES, INC._ Load Combination +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 D Only Lr Only L Only S Only W Only E Only H Only Extreme Reactions Axial Reaction X -X Axis Reaction k Y -Y Axis Reaction @ Base @ Base @ Top @ Base @ Top 1.481 1.481 1.481 1.481 1.481 1.481 0.516 0.204 1.481 0.652 0.258 1.481 0.387 0.153 1.481 0.387 0.153 1.481 0.489 0.193 0.889 0.516 0.204 0.889 0.652 0.258 1.481 0.860 0.340 0.932 0.368 Note: Only non -zero reactions are listed. Mx - End Moments k -ft My - End Moments @ Base @ Top @ Base @ Top Item Axial Reaction X -X Axis Reaction k Y -Y Axis Reaction Mx - End Moments k -ft My - End Moments Extreme Value @ Base @ Base @ Top @ Base @ Top @ Base @ Top @ Base @ Top Axial @ Base Maximum Minimum Reaction, X -X Axis Base Maximum Minimum Reaction, Y -Y Axis Base Maximum Minimum Reaction, X -X Axis Top Maximum Minimum Reaction, Y -Y Axis Top Maximum Minimum Moment, X -X Axis Base Maximum Minimum Moment, Y -Y Axis Base Maximum Minimum Moment, X -X Axis Top Maximum Minimum Moment, Y -Y Axis Top Maximum Minimum 1.481 1.481 1.481 1.481 1.481 1.481 1.481 1.481 1.481 1.481 1.481 1.481 1.481 1.481 1.481 1.481 0.932 0.368 Height = 35.330 ft 43 DESIGNED BY 1-1‘45 DATE CHECKED BY DATE CLIENT: SRA 360 Architecture JOB TITLE: I o o r 4 Decor Tukwila A.V. SCHWAN & ASSOC, Inc. CONSULTING STRUCTURAL ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265-4331 Fax: (480) 663-1788 MASONRY WALL DESIGN LB walls Deck height 34.1', 33.58' Wall Height = 37.0' wDL = 20psr726.0'/2) =260 plf wt t._=20psP(26.0'/2) =-260 plf wsL = 38.2psP(26.0'/2) = 497 plf; wwL = 24.1 psf . PPT WL = 46.8 psf (22.7 psf additional) -see output --use-8'-'- CMU}with-#5-barsat 16"—O:C: EA: Face NLB Deck height = 34.1', 33.58' Wall Height = 37.0' _wDL_= 20psP(6.5'/2)=_65.pif WLL = 20psf (6.5'/2) = 65 Of wsL=.38.2psP(6.5'/2)=..125. plf ..... _ ww% = 24.1 psf PPT WL = 46.8 psf (22.7 psf additional) -see output -use 8" CMU with #5 bars at 16".O.C. EA. Face ' Jamb Between Dock -Doors Deck height = 34:1' Wall Height = 37.0' PDL = 20psP(26.0'/2)(8.0'/2+1.75.') = 1.5k PLL = 20psP(26.0'/2)(8.0'/2+1.75') =1.5 k PSL = 38.2psP(26.0'/2)(8.0'72+1.75'),=;2.86 k Wall -DL = 65psf(37:0'-8.0')(8:0'/2) =-7:5 k wwL = 24: 1_.psf(8.0'12+1:75')/1.75'_ =-79 Of - -=see. output - --' -use 8" CMU with #5 bars at 16" O.C. EA. Face Retaining wa LatJoading_do.ck Retaining 4'-0" i WL = 34.8*0 6:= 23.0 psf . I =see output -use 8" CIP Concrete wall with #5 bars 8" O.C. with 4'-0" Wide foot ng SHEET NO.44OF JOB NO. 7162 0 A.V. Schwan & Associates Consulting Structural Engineers 6000 E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Project Title: Floor and Decor • Engineer: Project Descr: TI Masonry Slender Wall Description : LB Wall ti Code References �A 0 '3 [I 0 J tT Project ID: 7162 Printed: 1 AUG 2017, 7:23AM Fite = S:17162-F-11ENGINE-11Enercalc17162.ec6 ENERCALC, INC 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 Licensee i A.1r. SCHWAN & ASSOCIATES, INC. Calculations per ACI 530-13, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used : IBC 2015 General Information Construction Type : Grouted Hollow Concrete Masonry F'm = 1.50 ksi Nom. Wall Thickness 8 in Temp Diff across thickness = deg F Fy - Yield = 60.0 ksi Actual Thickness 7.625 in Min Allow Out -of -plane Defl Ratio = 0 Fr - Rupture = 113.0 psi Rebar "d" distance 1.810 in Minimum Vertical Steel % = 0.0020 Em = f m " = 900.0 Lower Level Rebar... Max % of p bal. = 0.1446 Bar Size # 5 Grout Density = 140 pcf Bar Spacing 16.0 in Block Weight Medium Weight Wall Weight = 63.0 psf Wall is grouted at rebar cells only Calculations per ACI 530-13, IBC 2015, CBC 2016, ASCE 7-10 One -Story Wall Dimensions A Clear Height B Parapet height 32.10 ft 4.90 ft Wall Support Condition Top & Bottom Pinned Vertical Loads - A Roof Attachment Floor Attachment Vertical Uniform Loads ... (Applied per foot of Strip Width) Ledger Load Eccentricity 2.0 in Concentric Load Lateral Loads DL : Dead 0.260 Lr : Roof Live 0.260 Lf : Floor Live S : Snow 0.4970 W : Wind k/ft k/ft Wind Loads : Full area WIND load Seismic Loads : 24.10 psf Wall Weight Seismic Load Input Method : ASCE seismic factors entered SDS Value per ASCE 12.11.1 S os * I = Fp = Wall Wt. " 0.3836 = 24.167 psf 0.9590 45 A.V. Schwan & Associates Consulting Structural Engineers 6000 E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Project Title: Floor and Decor Engineer: Project Descr: TI Masonry Slender Wall tic. # : KW -06000020 Description : LB Wall I DESIGN SUMMARY Project ID: 7162 Printed: 1 AUG 2017, 7:23AM File = S:17162-F-11ENGINE-11Enercalc17162.ec6 ENERCALC, INC. 1983.2017, Build:10.17.7.24, Ver:10.17.7.24 Licensee : A.V. SCHWAN & ASSOCIATES, INC. Results reported for "Strip Width" of 12.0 in Governing Load Combination ... Actual Values .. Allowable Values .. PASS Moment Capacity Check +1.20D+0.70S+E PASS Service Deflection Check +D+0.70E PASS Axial Load Check +1.20D+0.70S+E PASS Reinforcing Limit Check Design Maximum Combinations - Moments Maximum Bending Stress Ratio = 0.6036 Max Mu 3.681 k -ft Actual Defl. Ratio LI 173 Max. Deflection 2.229 in Max Pu / Ag 39.826 psi Location 15.515 ft Phi * Mn Allowable Defl. Ratio 150 6.099 k -ft Max. Allow. Defl. 0.05*Vm 2.568 in 75.0 psi Controlling As/bd 0.003332 Aslbd 111446 rho bal 0.1447 Maximum Reactions ... for Load Combination.... Top Horizontal E Only Base Horizontal E Only Vertical Reaction +D+S 0.5153 k 0.3788 k 3.088 k Results reported for "Strip Width" = 12 in. Axial Load Moment Values 0.6 * Load Combination Pu 0.051m*b*t Mcr Mu Phi Phi Mn As As Ratio rho bal k k k -ft k -ft k -ft in^2 +1.40D at 31.03 to 32.10 0.891 5.220 0.93 0.06 0.90 5.80 0.233 0.0033 0.1445 +1.200+0.50Lr at 31.03 to 32.10 0.893 5.220 0.93 0.07 0.90 5.80 0.233 0.0033 0.1445 +1.200+0.505 at 31.03 to 32.10 1.012 5.220 0.93 0.09 0.90 5.82 0.233 0.0033 0.1445 +1.20D+1.60Lr at 31.03 to 32.10 1.179 5.220 0.93 0.12 0.90 5.86 0.233 0.0033 0.1445 +1.200+1.60Lr+0.50W at 14.98 to 16.05 2.393 5.220 0.93 1.79 0.90 6.11 0.233 0.0033 0.1442 +1.20D+1.60S at 31.03 to 32.10 1.559 5.220 0.93 0.18 0.90 5.94 0.233 0.0033 0.1444 +1.20D+1.60S+0.50W at 14.98 to 16.05 2.772 5.220 0.93 1.89 0.90 6.19 0.233 0.0033 0.1441 +1.200+0.50Lr+W at 14.98 to 16.05 2.107 5.220 0.93 3.58 0.90 6.05 0.233 0.0033 0.1442 +1.200+0.50S+W at 14.98 to 16.05 2.225 5.220 0.93 3.63 0.90 6.08 0.233 0.0033 0.1442 +1.200+0.70S+E at 14.98 to 16.05 2.325 5.220 0.93 3.68 0.90 6.10 0.233 0.0033 0.1442 +0.90D+W at 14.98 to 16.05 1.483 5.220 0.93 3.37 0.90 5.92 0.233 0.0033 0.1444 +0.90D+E at 14.98 to 16.05 1.483 5.220 0.93 3.38 0.90 5.92 0.233 0.0033 0.1444 r Design Maximum Combinations - Deflections Results reported for "Strip Width" = 12 in. Axial Load Moment Values Stiffness Deflections Load Combination Pu Mcr Mactual I gross I cracked I effective Deflection Defl. Ratio k k -ft k -ft in^4 in^4 in^4 in D Only at 18.19 to 19.26 1.445 0.93 0.03 376.00 111.92 376.000 0.010 37,900.0 +D+Lr at 18.19 to 19.26 1.705 0.93 0.05 376.00 113.34 376.000 0.020 18,799.8 +D+S at 18.19 to 19.26 1.942 0.93 0.08 376.00 114.63 376.000 0.030 12,819.9 +D+0.750Lr at 18.19 to 19.26 1.640 0.93 0.05 376.00 112.99 376.000 0.018 21,528.4 +D+0.750S at 18.19 to 19.26 1.818 0.93 0.07 376.00 113.96 376.000 0.025 15,396.3 +D+0.60W at 14.98 to 16.05 1.647 0.93 2.03 376.00 113.02 115.151 1.745 220.7 +D+0.70E at 14.98 to 16.05 1.647 0.93 2.40 376.00 113.02 114.233 2.229 172.8 +D+0.750Lr+0.450W at 14.98 to 16.05 1.842 0.93 1.53 376.00 114.09 120.102 1.068 360.8 +D+0.750S+0.450W at 14.98 to 16.05 2.020 0.93 1.57 376.00 115.05 120.553 1.114 345.7 +D+0.750S+0.5250E at 14.98 to 16.05 2.020 0.93 1.85 376.00 115.05 118.000 1.497 257.3 +0.60D+0.60W at 14.98 to 16.05 0.988 0.93 1.92 376.00 109.39 111.929 1.643 234.4 +0.60D+0.70E at 14.98 to 16.05 0.988 0.93 2.26 376.00 109.39 110.839 2.109 182.7 Reactions - Vertical & Horizontal Results reported for "Strip Width" = 12 in. Load Combination Base Horizontal Top Horizontal Vertical @ Wall Base D Only 0.0 k 0.00 k 2.591 k 46 A.V. Schwan & Associates Consulting Structural Engineers 6000 E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Masonry Slender Wall Project Title: Floor and Decor Engineer: Project Descr: TI Lic: # :;KW 06000020 `*i ;,t, f Description : LB Wall (PPT CHeck) Code References Project ID: 7162 Printed: 1 AUG 2017, 7:23AM File S:\7162-F-1\ENGINE-1\Enercalc17162.ec6 ENERCALC, INC. 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 Calculations per ACI 530-13, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used : IBC 2015 General Information Construction Type : Grouted Hollow Concrete Masonry F'm = 1.50 ksi Nom. Wall Thickness 8 in Fy - Yield = 60.0 ksi Actual Thickness 7.625 in Fr - Rupture = 113.0 psi Rebar "d" distance 1.810 in Em= fm* = 900.0 Lower Level Rebar... Max % of p bal. = 0.1446 Bar Size # 5 Grout Density = 140 pcf Bar Spacing 16.0 in Block ti'Jeig 1t Medium Weight Wall Weight = 63.0 psf Wall is grouted at rebar cells only Calculations per ACI 530-13, IBC 2015, CBC 2016, ASCE 7-10 One -Story Wall Dimensions Temp Diff across thickness = deg F Min Allow Out -of -plane Defl Ratio = 0 Minimum Vertical Steel % = 0.0020 A Clear Height = 31.580 ft B Parapet height = 5.420 ft B Wall Support Condition Top & Bottom Pinned A Vertical Loads Vertical Uniform Loads ... (Applied per foot of Strip Width) Ledger Load Eccentricity 2.0 in Concentric Load Lateral Loads Wind Loads : Full area WIND load 24.10 psf Distributed Lateral Load DL : Dead 0.260 Lr : Roof Live 0.260 Lf : Floor Live S : Snow 0.4970 W : Wind k/ft k/ft Seismic Loads : Wall Weight Seismic Load Input Method : ASCE seismic factors entered SDS Value per ASCE 12.11.1 S Ds *1 = Fp = Wall Wt. * 0.3836 = 24.167 psf D Lr L E W 0.9590 Endpoints from Base top bottom (Applied to full "STRIP Width") 0.02270 k/ft 37.0 33.580 k/ft 47 A.V. Schwan & Associates Consulting Structural Engineers 6000 E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 L L www.AVSchwan.com Masonry Slender Wall! Project Title: Floor and Decor Engineer: Project Descr: TI Lic. # : KW -06000020 Description : LB Wall (PPT CHeck) 1 DESIGN SUMMARY Project ID: 7162 Printed: 1 AUG 2017, 7:23AM File = 5:17162-F-11ENGINE-11Enercalc17162.ec6 ENERCALC, INC. 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 Licensee ; A.V. SCHWAN & ASSOCIATES, INC. Results reported for "Strip Width" of 12.0 in Governing Load Combination ... Actual Values .. Allowable Values... PASS Moment Capacity Check +1.20D+0.70S+E PASS Service Deflection Check +D+0.70E PASS Axial Load Check +1.20D+0.70S+E PASS Reinforcing Limit Check Maximum Bending Stress Ratio = 0.5724 Max Mu 3.493 k -ft Phi * Mn 6.103 k -ft Actual Defl. Ratio LJ 190 Allowable Defl. Ratio 150 Max. Deflection 1.997 in Max Pu / Ag 40.090 psi Max. Allow. Defl. Location 15.264 ft 0.05 * fm 2.526 in 75.0 psi Controlling As/bd 0.003332 As/bd 0.1446 rho bal 0.1447 Maximum Reactions ... for Load Combination.... Top Horizontal W Only Base Horizontal E Only Vertical Reaction +D+S 0.6091 k 0.3704 k 3.088 k Design Maximum Combination - Moments Results reported for "Strip Width" = 12 in. Load Combination Axial Load Moment Values Pu 0.05*fm*b*t Mcr Mu Phi Phi Mn As As Ratio k k k -ft k -ft k -ft in°2 0.6 * rho bal +1.40D at 30.53 to 31.58 0.935 5.220 0.93 0.06 0.90 5.81 0.233 0.0033 0.1445 +1.200+0.50Lr at 30.53 to 31.58 0.931 5.220 0.93 0.07 0.90 5.81 0.233 0.0033 0.1445 +1.20D+0.505 at 30.53 to 31.58 1.050 5.220 0.93 0.09 0.90 5.83 0.233 0.0033 0.1445 +1.20D+1.60Lr at 30.53 to 31.58 1.217 5.220 0.93 0.12 0.90 5.87 0.233 0.0033 0.1445 +1.20D+1.60Lr+0.50W at 14.74 to 15.79 2.411 5.220 0.93 1.61 0.90 6.12 0.233 0.0033 0.1442 +1.20D+1.60S at 30.53 to 31.58 1.597 5.220 0.93 0.18 0.90 5.95 0.233 0.0033 0.1444 +1.200+1.605+0.50W at 14.74 to 15.79 2.790 5.220 0.93 1.69 0.90 6.19 0.233 0.0033 0.1441 +1.200+0.50Lr+W at 13.68 to 14.74 2.205 5.220 0.93 3.22 0.90 6.07 0.233 0.0033 0.1442 +1.200+0.503+W at 14.74 to 15.79 2.244 5.220 0.93 3.26 0.90 6.08 0.233 0.0033 0.1442 +1.20D+0.705+E at 14.74 to 15.79 2.343 5.220 0.93 3.49 0.90 6.10 0.233 0.0033 0.1442 +0.90D+W at 14.74 to 15.79 1.496 5.220 0.93 3.04 0.90 5.93 0.233 0.0033 0.1444 +0.90D+E at 14.74 to 15.79 1.496 5.220 0.93 3.21 0.90 5.93 0.233 0.0033 0.1444 Design Maximum Combinations - Deflections Results reported for "Strip Width" = 12 in. Axial Load Moment Values Stiffness Deflections Load Combination Pu Mcr Mactual I gross I cracked I effective Deflection Defl. Ratio k k -ft k -ft in"4 in^4 in^4 in D Only at 17.90 to 18.95 1.464 0.93 0.03 376.00 112.02 376.000 0.010 38,557.4 +D+Lr at 17.90 to 18.95 1.724 0.93 0.05 376.00 113.44 376.000 0.020 19,131.0 +D+S at 17.90 to 18.95 1.961 0.93 0.08 376.00 114.73 376.000 0.029 13,049.0 +D+0.750Lr at 17.90 to 18.95 1.659 0.93 0.05 376.00 113.09 376.000 0.017 21,906.2 +D+0.750S at 17.90 to 18.95 1.836 0.93 0.07 376.00 114.06 376.000 0.024 15,669.4 +D+0.60W at 14.74 to 15.79 1.663 0.93 1.82 376.00 113.11 116.210 1.398 271.1 +D+0.70E at 14.74 to 15.79 1.663 0.93 2.28 376.00 113.11 114.545 1.997 189.8 +D+0.750Lr+0.450W at 14.74 to 15.79 1.858 0.93 1.37 376.00 114.17 123.501 0.814 465.3 +D+0.750S+0.450W at 14.74 to 15.79 2.035 0.93 1.40 376.00 115.14 123.627 0.854 443.5 +D+0.750S+0.5250E at 14.74 to 15.79 2.035 0.93 1.76 376.00 115.14 118.704 1.321 286.8 +0.60D+0.60W at 14.74 to 15.79 0.998 0.93 1.73 376.00 109.44 113.107 1.314 288.4 +0.60D+0.70E at 14.74 to 15.79 0.998 0.93 2.15 376.00 109.44 111.152 1.891 200.5 Reactions - Vertical & Horizontal Results reported for "Strip Width" = 12 in. Load Combination Base Horizontal Top Horizontal Vertical @ Wall Base D Only 0.0 k 0.00 k 2.591 k 48 A.V. Schwan & Associates Consulting Structural Engineers 6000 E Thomas Rd #1 • Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Project Title: Floor and Decor Engineer: Project Descr: TI Masonry Slender Wall Description : NLB Wall Code References Project ID: 7162 Printed: 1 AUG 2017, 7:24AM File = 8:17162-F-11ENGINE-11Enercalc17162.ec6 ENERCALC, INC: 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 Licensee : A.V-,.SCHWAN &ASSOCIATES, Calculations per ACI 530-13, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used : IBC 2015 r General Information Construction Type : Grouted F'm Fy - Yield Fr - Rupture Em = fm * Max % of p bal. Grout Density Calculations per ACI 530-13, IBC 2015, CBC 2016, ASCE 7-10 Hollow Concrete Masonry • 1.50 ksi • 60.0 ksi • 113.0 psi • 900.0 = 0.1447 • 140 pcf Block Weight Medium Weight Wall Weight = 63.0 psf Wall is grouted at rebar cells only One -Story Wall Dimensions Nom. Wall Thickness Actual Thickness Rebar "d" distance Lower Level Rebar .. . Bar Size Bar Spacing 8 in 7.625 in 1.810 in 5 16.0 in Temp Diff across thickness Min Allow Out -of -plane Defl Ratio = Minimum Vertical Steel % deg F 0 0.0020 A Clear Height = 32.10 ft B Parapet height = 4.90 ft Wall Support Condition Top & Bottom Pinned Vertical Loads A Roof Attachment Floor Attachment Vertical Uniform Loads ... (Applied per foot of Strip Width) Ledger Load Eccentricity 6.0 in Concentric Load Lateral Loads DL : Dead 0.0650 Lr : Roof Live 0.0650 Lf : Floor Live S : Snow 0.1250 W : Wind k/ft k/ft Wind Loads : Full area WIND load Seismic Loads : 24.10 psf Wall Weight Seismic Load Input Method : ASCE seismic factors entered SDS Value per ASCE 12.11.1 SDs*I = Fp = Wall Wt. * 0.3836 = 24.167 psf 0.9590 49 A.V. Schwan & Associates Consulting Structural Engineers 6000 E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Masonry Slender Wall Lica# : KW -06000020 Description : NLB Wall DESIGN SUMMARY Project Title: Floor and Decor Engineer: Project Descr: TI Project ID: 7162 Printed: 1 AUG 2017, 7:24AM File = 5:17162-F-11ENGINE-11Enercalc17162.ec6 ENERCALC, INC.1983-2017, Build:10.17.7.24, Ver:10.17.7.24 Licensee : A.V. SCHWAN & ASSOCIATES, INC. Results reported for "Strip Width" of 12.0 in Governing Load Combination ... Actual Values ... Allowable Values ... PASS PASS PASS PASS Moment Capacity Check +1.20D+0.70S+E Service Deflection Check +D+0.70E Axial Load Check +1.20D+0.70S+E Reinforcing Limit Check Design Maximum Combinations - Moments Axial Load Load Combination Pu 0.05*fm*b*t k k Maximum Bending Stress Ratio = 0.5841 Max Mu Actual Defl. Ratio LJ Max. Deflection Max Pu / Ag Location Controlling As/bd 3.503 k -ft Phi * Mn 5.997 k -ft 176 Allowable Defl. Ratio 150 2.186 in 27.912 psi Max. Allow. Defl. 2.568 in 15.515 ft 0.05* fm 75.0 psi 0.003332 As/bd ®.1447 rho bat 0.1447 Maximum Reactions ... for Load Combination.... Top Horizontal E Only Base Horizontal E Only Vertical Reaction +D+S 0.5153 k 0.3788 k 2.521 k Results reported for "Strip Width" = 12 in. +1.40D at 31.03 to 32.10 +1.20D+0.50Lr at 31.03 to 32.10 +1.20D+0.50S at 31.03 to 32.10 +1.20D+1.60Lr at 31.03 to 32.10 +1.20D+1.60Lr+0.50W at 14.98 to 16.05 +1.20D+1.60S at 31.03 to 32.10 +1.20D+1.60S+0.50W at 14.98 to 16.05 +1.20D+0.50Lr+W at 14.98 to 16.05 +1.20D+0.50S+W at 14.98 to 16.05 +1,20D+0.70S+E at 14.98 to 16.05 +0.90D+W at 14.98 to 16.05 +0.90D+E at 14.98 to 16.05 0.618 0.562 0.592 0.633 1.847 0.729 1.943 1.775 1.805 1.830 1.307 1.307 Design Maximum Combination's - Deflections Axial Load Load Combination Pu 5.220 5.220 5.220 5.220 5.220 5.220 5.220 5.220 5.220 5.220 5.220 5.220 Mcr k -ft 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Mu k -ft 0.05 0.06 0.07 0.09 1.71 0.14 1.75 3.46 3.48 3.50 3.31 3.32 Moment Values Phi Phi Mn As k -ft in'2 As Ratio 0.6 * rho bal 0.90 5.74 0.233 0.0033 0.1446 0.90 5.73 0.233 0.0033 0.1446 0.90 5.73 0.233 0.0033 0.1446 0.90 5.74 0.233 0.0033 0.1446 0.90 6.00 0.233 0.0033 0.1443 0.90 5.76 0.233 0.0033 0.1446 0.90 6.02 0.233 0.0033 0.1443 0.90 5.99 0.233 0.0033 0.1443 0.90 5.99 0.233 0.0033 0.1443 0.90 6.00 0.233 0.0033 0.1443 0.90 5.89 0.233 0.0033 0.1444 0.90 5.89 0.233 0.0033 0.1444 Results reported for "Strip Width" = 12 in. Moment Values Mcr Mactual k -ft k -ft 1 gross in^4 Stiffness I cracked in'4 1 effective in^4 Deflections Deflection Defl. Ratio in D Only at 18.19 to 19.26 +D+Lr at 18.19 to 19.26 +D+S at 18.19 to 19.26 +D+0.750Lr at 18.19 to 19.26 +D+0.750S at 18.19 to 19.26 +D+0.60W at 14.98 to 16.05 +D+0.70E at 14.98 to 16.05 +D+0.750Lr+0.450W at 14.98 to 16.05 +D+0.750S+0.450W at 14.98 to 16.05 +D+0.750S+0.5250E at 14.98 to 16.05 +0.60D+0.60W at 14.98 to 16.05 +0.60D+0.70E at 14.98 to 16.05 Reactions - Vertical & Horizontal Load Combination 1.250 1.315 1.375 1.299 1.344 1.452 1.452 1.501 1.546 1.546 0.871 0.871 0.93 0.02 0.93 0.04 0.93 0.06 0.93 0.03 0.93 0.05 0.93 1.99 0.93 2.35 0.93 1.48 0.93 1.50 0.93 1.77 0.93 1.90 0.93 2.23 376.00 376.00 376.00 376.00 376.00 376.00 376.00 376.00 376.00 376.00 376.00 376.00 110.84 111.20 111.53 111.11 111.36 111.96 111.96 112.22 112.47 112.47 108.74 108.74 376.000 376.000 376.000 376.000 376.000 114.215 113.239 118.934 118.882 115.895 111.367 110.239 0.008 0.015 0.022 0.013 0.019 1.708 2.186 1.017 1.042 1.412 1.622 2.085 50,833.6 25,366.8 17,324.6 29,004.9 20,754.6 225.6 176.2 378.8 369.7 272.9 237.4 184.8 Results reported for "Strip Width" = 12 in. Base Horizontal Top Horizontal Vertical @ Wall Base D Only 0.0 k 0.00 k 2.396 k 50 0 0 a 0 A.V. Schwan & Associates Consulting Structural Engineers 6000 E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Masonry Slender Wall Description : NLB Wall (PPT Check) Code References Project Title: Floor and Decor Engineer: Project Descr: TI Project ID: 7162 Printed: 1 AUG 2017, 7:24AM File = S:17162-F-11ENGINE-11Enercalc17162.ec6 ENERCALC, INC. 19832017, Build:10.17.7.24, Ver:10.17.7.24 ;Licensee :, kV. `SCHWAN &ASSOCIATES,=INC.' Calculations per ACI 530-13, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used : IBC 2015 General Information Construction Type : Grouted Hollow Concrete Masonry Calculations per ACI 530-13, IBC 2015, CBC 2016, ASCE 7-10 Pm = 1.50 ksi Nom. Wall Thickness 8 in Temp Diff across thickness = deg F Fy - Yield = 60.0 ksi Actual Thickness 7.625 in Min Allow Out -of -plane Defl Ratio = 0 Fr - Rupture = 113.0 psi Rebar "d" distance 1.810 in Minimum Vertical Steel % = 0.0020 Em = fm * = 900.0 Lower Level Rebar... Max % of P bal. = 0.1446 Bar Size # 5 Grout Density = 140 pcf Bar Spacing 16.0 in Block Weight Medium Weight Wall Weight 63.0 psf Wall is grouted at rebar cells only One -Story Wall Dimensions A Clear Height 31.580 ft B Parapet height = 5.420 ft Wall Support Condition Top & Bottom Pinned A Vertical Loads Vertical Uniform Loads... (Applied per foot of Strip Width) Ledger Load Eccentricity 6.0 in Concentric Load Lateral Loads DL : Dead 0.0650 Lr : Roof Live 0.0650 Lf : Floor Live S : Snow 0.1250 W : Wind k/ft klft Wind Loads : Full area WIND load Distributed Lateral Load Seismic Loads : 24.10 psf Wall Weight Seismic Load Input Method : ASCE seismic factors entered SDS Value per ASCE 12.11.1 SDS *1 = Fp = Wall Wt.* 0.3836 = 24.167 psf D Lr L E W 0.9590 Endpoints from Base top bottom (Applied to full "STRIP Width") 0.02270 k/ft 37.0 33.580 k/ft 51 A.V. Schwan & Associates Consulting Structural Engineers 6000 E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Masonry Slender Wall Lic. # : KW -06000020 Description : NLB Wall (PPT Check) DESIGN SUMMARY Project Title: Floor and Decor Engineer: Project Descr: TI Project ID: 7162 Printed: 1 AUG 2017, 7:24Af:4 File = S:17162-F-11ENGINE-1\Enercalc17162.ec6 ENERCALC, INC. 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 Licensee A.V. SCHWAN & ASSOCIATES, INC. Results reported for "Strip Width" of 12.0 in Governing Load Combination .. Actual Values .. . Allowable Values ... PASS PASS PASS PASS Moment Capacity Check +1.20D+0.70S+E Service Deflection Check +D+0.70E Axial Load Check +1.20D+0.70S+E Reinforcing Limit Check Design Maximum Combinations - Moments Maximum Bending Stress Ratio = 0.5551 Max Mu 3.331 k -ft Phi * Mn Actual Defl. Ratio L/ 194 Allowable Defl. Ratio 150 Max. Deflection 1.958 in Max Pu / Ag 28.176 psi Max. Allow. Defl. Location 15.264 ft 0.05 * fm 6.001 k -ft 2.526 in 75.0 psi Controlling As/bd 0.003332 As/bd 0.1446 rho bal 0.1447 Maximum Reactions ... Top Horizontal • Base Horizontal Vertical Reaction for Load Combination.... W Only E Only +D+S 0.6091 k 0.3704 k 2.521 k Results reported for "Strip Width" = 12 in. Load Combination Axial Load Moment Values Pu 0.05*fm*b*t Mcr Mu Phi Phi Mn As As Ratio k k k -ft k -ft k -ft in^2 0.6 * rho bal +1.40D at 30.53 to 31.58 +1.20D+0.50Lr at 30.53 to 31.58 +1.20D+0.505 at 30.53 to 31.58 +1.20D+1.60Lr at 30.53 to 31.58 +1.20D+1.60Lr+0.50W at 14.74 to 15.79 +1.20D+1.60S at 30.53 to 31.58 +1.20D+1.60S+0.50W at 14.74 to 15.79 +1.20D+0.50Lr+W at 13.68 to 14.74 +1.20D+0.50S+W at 13.68 to 14.74 +1.20D+0.70S+E at 14.74 to 15.79 +0.90D+W at 14.74 to 15.79 +0.90D+E at 14.74 to 15.79 0.662 5.220 0.93 0.05 0.90 5.75 0.233 0.0033 0.600 5.220 0.93 0.06 0.90 5.74 0.233 0.0033 0.630 5.220 0.93 0.07 0.90 5.74 0.233 0.0033 0.671 5.220 0.93 0.09 0.90 5.75 0.233 0.0033 1.865 5.220 0.93 1.53 0.90 6.00 0.233 0.0033 0.767 5.220 0.93 0.14 0.90 5.77 0.233 0.0033 1.961 5.220 0.93 1.57 0.90 6.02 0.233 0.0033 1.873 5.220 0.93 3.12 0.90 6.01 0.233 0.0033 1.903 5.220 0.93 3.14 0.90 6.01 0.233 0.0033 1.849 5.220 0.93 3.33 0.90 6.00 0.233 0.0033 1.321 5.220 0.93 2.99 0.90 5.89 0.233 0.0033 1.321 5.220 0.93 3.16 0.90 5.89 0.233 0.0033 Design Maximum Combinations - Deflections Axial Load Load Combination Pu k 0.1446 0.1446 0.1446 0.1446 0.1443 0.1446 0.1443 0.1443 0.1443 0.1443 0.1444 0.1444 Results reported for "Strip Width" = 12 in. Moment Values Mcr Mactual k -ft k -ft I gross in^4 Stiffness I cracked in^4 !effective in^4 Deflections Deflection Defl. Ratio in D Only at 17.90 to 18.95 +D+Lr at 17.90 to 18.95 +D+S at 17.90 to 18.95 +D+0.750Lr at 17.90 to 18.95 +D+0.750S at 17.90 to 18.95 +D+0.60W at 14.74 to 15.79 +D+0.70E at 14.74 to 15.79 +D+0.750Lr+0.450W at 14.74 to 15.79 +D+0.750S+0.450W at 14.74 to 15.79 +D+0.750S+0.5250E at 14.74 to 15.79 +0.60D+0.60W at 14.74 to 15.79 +0.60D+0.70E at 14.74 to 15.79 Reactions - Vertical & Horizontal Load Combination 1.269 0.93 0.02 1.334 0.93 0.04 1.394 0.93 0.06 1.317 0.93 0.03 1.362 0.93 0.05 1.468 0.93 1.79 1.468 0.93 2.23 1.516 0.93 1.33 1.561 0.93 1.35 1.561 0.93 1.68 0.881 0.93 1.72 0.881 0.93 2.13 376.00 376.00 376.00 376.00 376.00 376.00 376.00 376.00 376.00 376.00 376.00 376.00 Base Horizontal 110.94 111.30 111.63 111.21 111.46 112.04 112.04 112.31 112.55 112.55 108.79 108.79 376.000 376.000 376.000 376.000 376.000 115.325 113.563 122.706 122.431 116.679 112.579 110.559 0.007 51,705.3 0.015 25,803.4 0.022 17,623.9 0.013 29,503.7 0.018 21,112.5 1.367 277.3 1.958 193.5 0.774 489.7 0.796 476.2 1.246 304.1 1.297 292.2 1.869 202.7 Results reported for "Strip Width" = 12 in. Top Horizontal Vertical @ Wall Base D Only 0.0 k 0.00 k 2.396 k 52 A.V. Schwan & Associates Consulting Structural Engineers 6000 E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Project Title: Floor and Decor Engineer: Project Descr: TI Project ID: 7162 Printed: 1 AUG 2017, 7:25AM Masonry Slender Wall # :IKW=06000020„ M1.4.Axa ', ¢ ;f Description : Jamb at Loading Dock Doors Code References File S:17162-F-11ENGINE-11Enercalc17162.ec6 ENERCALC, INC. 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 , %Licensee°:t : Calculations per ACI 530-13, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used : IBC 2015 General Information Construction Type : Grouted Hollow Concrete Masonry Calculations per ACI 530-13, OBC 2015, CBC 2016, ASCE 7-10 F'm = 1.50 ksi Nom. Wall Thickness 8 in Temp Diff across thickness = deg F Fy - Yield = 60.0 ksi Actual Thickness 7.625 in Min Allow Out -of -plane Defl Ratio = 0 Fr - Rupture = 163.0 psi Rebar "d" distance 1.810 in Minimum Vertical Steel % = 0.0020 Em = fm * = 900.0 Lower Level Rebar... Max % of p bal. = 0.007237 Bar Size # 5 Grout Density = 140 pcf Bar Spacing 8.0 in Block Weight Medium Weight Wall Weight = 78.0 psf Wall is grouted at rebar cells only One -Story Wall Dimensions A Clear Height B Parapet height 32.10 ft 4.90 ft Wall Support Condition Top & Bottom Pinned Vertical Loads Vertica Concentratedloads ... (Applied to full "Strip Width") DL : Dead Beam Load #1 Eccentricity 4.0 in 1.50 Dist. from Base ft Lateral Loads Lr : Roof Live Lf : Floor Live S : Snow 1.50 2.860 W : Wind Wind Loads : Full area WIND load Distributed Lateral Load psf Seismic Loads : Wall Weight Seismic Load Input Method : ASCE seismic factors entered SDS Value per ASCE 12.11.1 Fp = Wall Wt. * 0.3836 = D Lr L E W SDs*I = 29.921 psf 0.9590 Endpoints from Base top bottom (Applied to full "STRIP Width') 0.0790 kift 37.0 kfft 53 A.V. Schwan & Associates Consulting Structural Engineers 6000 E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Masonry Slender Wall Lic. # : KW -06000020 Description : Jamb at Loading Dock Doors DESIGN SUMMARY Governing Load Combination ... Project Title: Floor and Decor Engineer: Project Descr: TI Project ID: 7162 Printed: 1 AUG 2017, 7:25AM File = S:17162-F-11ENGINE-11Enercalc17162.ec6 ENERCALC, INC. 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 Licensee: A.V. SCHWAN & ASSOCIATES, INC. Results reported for "Strip Width" of 21.0 in Actual Values ... Allowable Values ... PASS PASS PASS PASS Moment Capacity Check +0.90D+W Service Deflection Check +D+0.60W Axial Load Check +1.20D+0.50Lr+W Reinforcing Limit Check Design Maximum Combinations - Moments Maximum Bending Stress Ratio = 0.5615 Max Mu 10.302 k -ft Phi * Mn 197 Allowable Defl. Ratio 1.953 in Actual Defl. Ratio L/ Max. Deflection Max Pu / Ag 43.022 psi Location 15.515 ft Controlling As/bd 0.006664 Max. Allow. Defl. 0.05* fm 18.348 k -ft 150 2.568 in 75.0 psi As/bd007237 rho bal 0.008076 Maximum Reactions ... for Load Combination.... Top Horizontal W Only Base Horizontal W Only Vertical Reaction +D+S 1.685 k 1.238 k 9.411 k Results reported for "Strip Width" = 12 in. Load Combination +1.40D at 1.07 to 2.14 +1.20D+0.50Lr at 1.07 to 2.14 +1.20D+0.50S at 1.07 to 2.14 +1.20D+1.60Lr at 1.07 to 2.14 +1.20D+1.60Lr+0.50W at 16.05 to 17.12 +1.20D+1.60S at 1.07 to 2.14 +1.20D+1.60S+0.50W at 17.12 to 18.19 +1.20D+0.50Lr+W at 14.98 to 16.05 ±1.20D+0.50S+W at 14.98 to 16.05 +1.20D+0.70S+E at 16.05 to 17.12 Axial Load Pu 0.05*fm*b*t k k 3.924 3.363 3.363 3.363 1.961 3.363 1.861 2.061 2.061 1.961 +0.90D+W at 14.98 to 16.05 1.546 +0.90D+E at 14.98 to 16.05 1.546 Design Maximum Combinations - Deflections Axial Load Load Combination Pu 6.840 6.840 6.840 6.840 6.840 6.840 6.840 6.840 6.840 6.840 6.840 6.840 Mcr k -ft 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 Mu k -ft Moment Values Phi Phi Mn As k -ft in^2 As Ratio 0.6 * rho bal 0.38 0.47 0.59 0.76 2.55 1.16 2.31 5.91 5.83 3.62 5.89 3.81 0.90 10.81 0.90 10.73 0.90 10.73 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 10.73 10.54 10.73 10.53 10.56 10.56 10.54 10.48 10.48 0.465 0.465 0.465 0.465 0.465 0.465 0.465 0.465 0.465 0.465 0.465 0.465 0.0067 0.0067 0.0067 0.0067 0.0067 0.0067 0.0067 0.0067 0.0067 0.0067 0.0067 0.0067 0.0081 0.0079 0.0079 0.0079 0.0076 0.0079 0.0076 0.0076 0.0076 0.0076 0.0075 0.0075 Results reported for "Strip Width" = 12 in. Moment Values Mcr Mactual k -ft k -ft D Only at 12.84 to 13.91 +D+Lr at 12.84 to 13.91 +D+S at 12.84 to 13.91 +D+0.750Lr at 12.84 to 13.91 +D+0.750S at 12.84 to 13.91 +D+0.60W at 14.98 to 16.05 +D+0.70E at 14.98 to 16.05 +D+0.750Lr+0.450W at 16.05 to 17.12 +D+0.750S+0.450W at 16.05 to 17.12 +D+0.750S+0.5250E at 16.05 to 17.12 +0.60D+0.60W at 14.98 to 16.05 +0.60D+0.70E at 14.98 to 16.05 Reactions - Vertical & Horizontal Load Combination 1.884 1.884 1.884 1.884 1.884 1.718 1.718 1.634 1.634 1.634 1.031 1.031 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 1.58 0.18 0.35 0.51 0.31 0.42 3.44 2.59 2.38 2.27 1.65 3.39 2.58 I gross in^4 443.30 443.30 443.30 443.30 443.30 443.30 443.30 443.30 443.30 443.30 443.30 443.30 Stiffness I cracked in^4 179.57 179.57 179.57 179.57 179.57 178.89 178.89 178.55 178.55 178.55 176.07 176.07 I effective in^4 443.300 443.300 443.300 443.300 443.300 181.786 186.991 189.910 192.362 270.152 179.094 184.219 Deflections Deflection Defl. Ratio in 0.057 0.113 0.164 0.099 0.137 1.953 1.248 1.059 0.958 0.494 1.949 1.262 6,808.1 3,411.6 2,352.1 3,896.8 2,810.6 197.3 308.8 363.8 402.1 779.5 197.6 305.1 Results reported for "Strip Width" = 12 in. Base Horizontal Top Horizontal Vertical @ Wall Base D Only 0.0 k 0.02 k 6.551 k 54 A.V. Schwan & Associates Consulting Structural Engineers 6000 E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Project Title: Floor and Decor Engineer: Project Descr: TI Cantilevered Retaining Wall Lic. # KW -06000020 Description : Retaining Wall Criteria Retained Height Wall height above soil Slope Behind Wall - Height of Soil over Toe = Water height over heel = Vertical component of active Lateral soil pressure options: NOT USED for Soil Pressure. NOT USED for Sliding Resistance. NOT USED for Overturning Resistance. • 6.00 ft = 1.00 ft = 0.00: 1 18.00 in 0.0 ft Surcharge Loads Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning Axial Load Applied to Stem Axial Dead Load Axial Live Load Axial Load Eccentricity = 0.0 lbs • 0.0 lbs = 0.0 in Design Summary Wall Stability Ratios Overturning Sliding Total Bearing Load ...resultant ecc. • 2.30 OK • 2.33 OK 2,675 lbs 7.98 in Soil Pressure @ Toe 1,336 psf OK Soil Pressure @ Heel 2 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe ACI Factored @ Heel 1,603 psf 2 psf Footing Shear @ Toe 9.1 psi OK Footing Shear @ Heel 15.9 psi OK Allowable 75.0 psi Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force = 863.9 lbs less 100% Passive Force = - 945.0 lbs less 100% Friction Force = - 1,070.0 lbs Added Force Req'd ....for 1.5 :1 Stability Load Factors Dead Load Live Load Earth, H Wind, W Seismic, E 0.0 lbs OK 0.0 lbs OK Soil Data Allow Soil Bearing = 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure Toe Active Pressure Passive Pressure Soil Density, Heel Soil Density, Toe Friction Coeff btwn Ftg & Soil = Soil height to ignore for passive pressure 37.0 psf/ft 37.0 psf/ft 360.0 psf/ft 110.00 pcf 110.00 pcf 0.400 = 12.00 in. Lateral Load Applied to Stem Lateral Load ...Height to Top ...Height to Bottom • 50.0 pif • 10.50 ft • 9.50 ft Wind on Exposed Stem = 23.0 psf Stem Construction 1.200 1.600 1.600 1.600 1.000 Design Height Above Ftg Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb/FB + fa/Fa Total Force @ Section Moment....Actual Moment Allowable Shear Actual Shear Allowable Wall Weight Rebar Depth 'd' Lap splice if above Lap splice if below Hook embed into footing Concrete Data fc Fy Project ID: 7162 Printed: 1 AUG 2017, 7:09AM File = S:\7162-F-1\ENGINE-1\Enercalc\7162.ec6 ENERCALC, INC. 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 Licensee : A.V. SCHWAN & ASSOCIATES, INC. Calculations per ACI 318-14, ACI 530-11, IBC 2015, CBC 2016, ASCE 7-10 Adjacent Footing Load Top Stem Adjacent Footing Load Footing Width Eccentricity Wall to Ftg CL Dist Footing Type Base Above/Below Soil at Back of Wall Poisson's Ratio = 0.300 • 0.0 lbs • 0.00 ft • 0.00 in = 0.00 ft Line Load • 0.0 ft ft= in = in = Stem OK 0.00 Concrete 8.00 # 5 18.00 Center lbs = ftI= ft -I = psi = psi = psf = in = in = in = in = 0.812 1,085.8 2,837.1 3,493.2 22.6 75.0 100.0 4.00 23.40 8.42 8.42 psi = 2,500.0 psi = 55 A.V. Schwan & Associates Consulting Structural Engineers 6000 E Thomas Rd #1 Scottsdale, AZ 85251 602-265-4331 www.AVSchwan.com Project Title: Floor and Decor Engineer: Project Descr: TI Cantilevered Retaining Wall Description : Retaining Wall Footing Dimensions & Strengths Toe Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe fc = 2,500 psi Footing Concrete Density Min. As % Cover @ Top 3.00 • 1.67 ft = 2.33 • 4.00 • 12.00 in • 0.00 in • 0.00 in • 0.00 ft Fy = 60,000 psi = 150.00 pcf = 0.0018 @ Btm.= 3.00 in Footing Design Results Toe Factored Pressure 1,603 Mu' : Upward 1,918 Mu' : Downward = 525 Mu: Design = 1,393 Actual 1 -Way Shear = 9.09 Allow 1 -Way Shear = 75.00 Toe Reinforcing = # 5 @ 18.00 in Heel Reinforcing = # 5 @ 18.00 in Key Reinforcing = None Spec'd Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: No key defined Project ID: 7162 Printed: 1 AUG 2017, 7:09AM File = S:17162-F=1IENGINE-11Enercalc17162.ec6 INC. 1983-2017, Build:10.17.7.24, Ver:10.17.7.24 Licensees: A.V:•SCHWAN & ASSOCIATES, INC. Heel 2 psf , 0 ft -Ib 1,350 ft -Ib 1,350 ft -Ib 15.88 psi 75.00 psi Summary of Overturning & Resisting Forces & Moments Item OVERTURNING Force Distance lbs ft Moment ft -Ib Heel Active Pressure = 906.5 2.33 Surcharge over Heel Toe Active Pressure = -115.6 0.83 Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = 50.0 11.00 Load @ Stem Above Soil = 23.0 7.50 Total Resisting/Overturning Ratio Vertical Loads used for Soil Pressure = RESISTING Force Distance Moment lbs ft ft -Ib 2,115.2 Soil Over Heel Sloped Soil Over Heel -96.4 Surcharge Over Heel Adjacent Footing Load Axial Dead Load on Stem 550.0 * Axial Live Load on Stem 172.5 Soil Over Toe Surcharge Over Toe Stem Weight(s) Earth @ Stem Transitions 863.9 O.T.M. = 2,741.3 = 2.30 2,675.0 lbs Footing Weight Key Weight Vert. Component 1,100.0 3.17 275.0 700.0 600.0 0.83 2.00 2.00 3,483.3 229.2 1,400.0 1,200.0 Total = 2,675.0 lbs R.M. = 6,312.5 * Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. 56 DESIGNED BY T+5 DATE CHECKED BY DATE CLIENT: SRA 360 Architecture JOB TITLE: Floor 4 Decor - Tukwila A.V. SCHWAN & ASSOC., Inc. CONSULTING STRUCTURAL ENGINEERS rc 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 at AR Phone: (602) 265-4331 Fax (480) 663-1788 Lateral Analysis Shearwall Along Grid N 38' of shearwall removed along Grid N Overall original length of shearwall = 310' (310'-38.5')/310'°= 0.88, -per IBC section 3404.4, lateral load resisting elements with less than 10% alteration is permitted to remain unaltered. 132' of wall along Grid N is being infilled by 6" CMU, say OK Lateral Analysis of Dock Appendage Wind Analysis wl = 18.5 psf*0.6 = 11.1 psf (Interior zone) wl = 27.8 psf*0.6.= 16.7 psf (end zone) w2 = 40.5_psf*0.6 = 24.3 psf (Windward PPT) w2 = 27.0 psf*0.6 = 16.2 psf (Leeward PPT) *end zone = 28.3' North/South WL = [16.7 psf(31.9'/2)+(24.3psf+ 16.2psf) (37.0'-31.9')](26.67') =12.7k East/West WL = [16.7 psf(31.9'/2)+(24.3psf+ 16.2psf) (37.0'-31.9')](27.67') = 13.1 k Seismic Analysis Use equivalent lateral force procedure V = Cs*W (ASCE 7-10, eq. 12.8-1) Cs = 0:192 (see seismic design criteria) North/South EL = [65psf[(31.9'12)(2)+(37.0'-31.9')(2)] +20psf(27.67')]*0.192*0.7*26.67' = 12.0 k East/West EL=•[65psf[(31.9'12)(2)+(37.0'-31.9')(2)] +20psf(26.67')]*0.094*0.7*27.67' = 12.3 k, Wind Controls SHEET NO, 57 OF JOB NO. 7162 DESIGNED BY TR5 DATE CHECKED BY DATE CLIENT: SRA 360 Architecture JOB TITLE: door 4 necor - Tukwila A.V. SCHWAN & ASSOC., Inc. CONSULTING STRUCTURAL ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265-4331 Fax: (480) 663-1788 Diaphragm shear VN/S = (12.7/2)27.67' = 230 plf VE/w = (13.1/2)26.67' = 246 plf --Use 11/2" PLB, 22 Ga: metal deck by Verco Use 36/7/4 weld pattern, with VSC2 slidelap connections @ 24" O.C. v/all = 561 plf Shearwalls at loading dock area OK by inspection. Max load applied to existing shearwall along Grid 1 =12.7k/2 Existing shearwall along grid 1 OK by inspection. 6.35 k SHEET NO, 58 OF JOB NO. 7162 DESIGNED BY TRi3 DATE CHECKED BY DATE CLIENT: SIRA 360 Architecture JOB TITLE Floor 4 Decor - Tukwila A.V. SCHWAN & ASSOC., Inc. CONSULTING STRUCTURAL ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265-4331 Fax: (480) 663-1788 Column Footing Analysis Typical Column Footing Analysis Existing column bearing on slabs, therefore sections of slab' to remain during demo. Tributary area= 21:5' *(43.0'%2+47.0'/2) = 968 ft2 I -Dr..-- 16psf*968 ft2 = 15.49 k : LL = 12psf*968 ft2 = .11.62 k SL = 20psf'968 ft2 =-19.36 ki DL+SL = 34.85 k i 1 1 34.85 k/2 ksf 17.43 .ft2 required Min-4'-2'square-footing-to-remain-(USE-6'-0-'--Square)-----!---------------- SHEET NO. 59 OF JOB No. 7162 Geotechnical Engineering Report Proposed Floor and Decor — Southcenter 17601 Southcenter Pkwy Tukwila, Washington April 13, 2017 Terracon Project No. 81175017 Prepared for: STEWART + REINDERSMA ARCHITECTURE, PLLC Phoenix, Arizona Prepared by: Terracon Consultants, Inc. Mountlake Terrace, Washington D 0 0 0 a 0 0 a 0 0 0 0 0 a ices Nationwide65.,; y3 mployee_Owied terracon com lierracon Geotechnical Environmental Construction Materials Facilities lierracon April 13, 2107 STEWART + REINDERSMA ARCHITECTURE. PLLC 5450 E. High Street, Suite 200 Phoenix, AZ 85054 Attn: Mr. Adrian Holiday, Project Manager E: adrian@sra360.com P: 480.515.5123 Re: Geotechnical Engineering Report Floor and Decor — Southcenter 17601 Southcenter Pkwy Tukwila, Washington Terracon Project No. 81175017 Dear Mr. Holiday: Terracon Consultants, Inc. (Terracon) has completed the geotechnical engineering services for the above referenced project. These services were performed in general accordance with our Proposal No. P81175013, dated March 1, 2017. This report presents the findings of the subsurface exploration and provides geotechnical recommendations concerning earthwork and the design and construction of foundations and floor slabs for the proposed project. We appreciate the opportunity to be of service to you on this project. If you have any quest*•ns concerning this report, or if we may be of further service, please contact us. Sincerely, Terracon Consultants, Inc.. ate D. Kelly, E.I. Staff Engineer cc: 1 — Client (via email) Paul D. Davis, P. Office Manager Reviewed by: -Alli a PhD., P.E. Principal Terracon Consultants, Inc. 21905 64: W. Ste. 100 Mountlake -Terrace. WA 98043 P [425) 771-3304 F [425) 771-3549 terracon.com Geotechnical Environmental • Construction Materials • Facilities TABLE OF CONTENTS Page EXECUTIVE SUMMARY 1.0 INTRODUCTION 1 2.0 PROJECT INFORMATION 1 2.1 Project Description 1 2.2 Site Location and Description 2 3.0 SUBSURFACE CONDITIONS 2 3.1 Geologic Mapping 2 3.2 Typical Profile 3 3.3 Groundwater 3 3.4 Seismic Considerations 3 3.4.1 ASCE 7-10 Seismic Parameters 3 3.4.2 Liquefaction Potential 4 3.5 Corrosion Potential 4 3.6 Compressive Strength Test Results 4 4.0 RECOMMENDATIONS FOR DESIGN AND CONSTRUCTION 5 4.1 Geotechnical Considerations 5 4.2 Earthwork 5 4.2.1 Site Preparation 6 4.2.2 Subgrade Preparation 6 4.2.3 Fill Materials and Placement 7 4.2.4 Compaction Requirements 8 4.2.5 Grading and Drainage 8 4.2.6 Exterior Slab Design and Construction 9 4.2.7 Construction Considerations 9 4.3 Foundations 10 4.3.1 Shallow Foundation Design Recommendations 10 4.3.2 Shallow Foundation Construction Considerations 11 4.4 Floor Slabs 11 4.4.1 Floor Slab Design Recommendations 12 4.4.2 Floor Slab Construction Considerations 12 4.5 Lateral Earth Pressures 12 5.0 GENERAL COMMENTS 15 APPENDIX A — FIELD EXPLORATION Exhibit A-1 Site Location Exhibit A-2 Exploration Plan Exhibit A-3 Field Exploration Description Exhibits A-4 to A-5 Boring Logs APPENDIX B — LABORATORY TESTING Exhibit B-1 Laboratory Testing Exhibit B-2 Sieve Analyses Exhibit B-3 Atterberg Limits Results of Corrosivity Analysis Responsive ss Resourceful Reliable TABLE OF CONTENTS APPENDIX C — SUPPORTING DOCUMENTS Exhibit C-1 General Notes Exhibit C-2 Unified Soil Classification System Responsive a Resourceful Reliable Geotechnical Engineering Report Floor and Decor — Southcenter 17601 Southcenter Pkwy Tukwila, Washington April 13, 2017 D Terracon Project No. 81175017 EXECUTIVE SUMMARY lierracon A geotechnical exploration has been performed for the Proposed Floor and Decor to be located at 17601 Southcenter Pkwy in Tukwila, Washington. Terracon's geotechnical scope of work included the collection of five (5) subbase samples inside the building to approximately six inches below the existing floor slab and two (2) borings outside the building to approximate depths of 21% to 51% feet below ground surface (bgs). The concrete slab inside the building was cored prior to collecting the subbase samples. The site appears suitable for the proposed construction based upon geotechnical conditions encountered in the test borings and provided our recommendations contained in this report are properly implemented in the design and construction. Based on the information obtained from our engineering analyses of the field and laboratory data, the following geotechnical considerations were identified: The existing concrete slab had an approximate thickness ranging between 41/2 and 6% inches. All cores appeared to have a reinforcing wire mesh barrier installed in the concrete. Based on the results of the field exploration performed on the exterior of the existing building, subsurface conditions encountered in the borings are predominantly loose to dense cohesionless soils to the maximum depth explored at 51% feet bgs. The soils represent a historic landslide deposit. Groundwater was encountered during drilling operations in both borings at a depth of approximately 7 to 13 feet bgs, respectively. The proposed addition at the existing loading dock area may be supported on shallow foundations and the interior floor slab may consist of slabs -on -grade. Conventional spread footings and floor slabs should have adequate support from the historic landslide debris or structural fill as described in this report. An allowable bearing capacity of 2,000 psf is recommended. Based on ASCE 7-10, the seismic site classification for this site is D. Earthwork on the project should be observed and evaluated by Terracon. The evaluation of earthwork should include observation and testing of engineered fill, subgrade preparation, slab bearing soils, and other geotechnical conditions exposed during construction. This geotechnical executive summary should be used in conjunction with the entire report for design and/or construction purposes. It should be recognized that specific details were not included or fully developed in this section, and the report must be read in its entirety for a comprehensive understanding of the items contained herein. The section titled General Comments should be read for an understanding of the report limitations. Responsive im Resourceful E Reliable D d 0 0 0 0 0 0 r 0 0 0 GEOTECHNICAL ENGINEERING REPORT FLOOR AND DECOR- SOUTHCENTER 17601 SOUTHCENTER PKWY TUKWILA, WASHINGTON Terracon Project No. 81175017 April 13, 2017 1.0 INTRODUCTION This report presents the results of our geotechnical engineering services performed for the Proposed Floor & Decor located at 17601 Southcenter Pkwy in Tukwila, Washington. The Site Location (Exhibit A-1) is included in Appendix A of this report. The purpose of these services is to provide information and geotechnical engineering recommendations relative to: E subsurface soil conditions ® groundwater conditions O earthwork 0 foundation design and construction seismic considerations 0 floor slab design and construction Our geotechnical engineering scope of work included the collection of five (5) subbase samples inside the building to approximately six inches below the existing floor slab and two (2) borings outside the building to approximate depths of 21'/2 to 511/2 feet below ground surface (bgs). The concrete slab inside the building was cored prior to collecting the subbase samples. Logs of the borings along with a Site and Exploration Plan are included in Appendix A of this report. The results of the laboratory testing performed on the soil samples obtained from the site during field exploration are included in Appendix B, as well as on the boring logs found in Appendix A. Descriptions of the field exploration and laboratory testing are included in their respective appendices. 2.0 PROJECT INFORMATION 2.1 Project Description ITEM DESCRIPTION Site layout j Refer to the Exploration Plan, Exhibit A-2 in Appendix A. Responsive Resourceful Reliable 1 Geotechnical Engineering Report Floor and Decor — Southcenter 17601 Southcenter Pkwy is Tukwila, Washington April 13, 2017 a Terracon Project No. 81175017 lierracon ITEM DESCRIPTION Structures The project will include improvements to the existing building. Improvements will include the replacement of the existing floor slab and the addition of a loading area with new columns and floor slab. The location of the loading area is to be determined at a later stage. New interior columns may also be constructed. Maximum loads Columns: 60 to 100 kips (assumed) Walls: 1 to 2 klf (assumed) Floor: 150 psf (assumed) Grading Minimal cut/fill — assumed to be less than one foot. Pavements It is our understanding that no new pavements are planned for this project. Infiltration Systems It is our understanding that no infiltration systems are planned for this project. 2.2 Site Location and Description ITEM DESCRIPTION Location 17601 Southcenter Pkwy in Tukwila, WA 98188. See Appendix A, Exhibit A-1, Site Location Existing Site Features The project site is currently a retail store with associated pavements. Current ground cover The ground is currently covered with asphalt pavements and concrete hardscapes. Existing topography The existing topography consists of a steep slope along the southwestern site boundary and generally flat terrain elsewhere. 3.0 SUBSURFACE CONDITIONS 3.1 Geologic Mapping Previous geologic mapping indicates that the site consists of modified land. To the north, west, and south of the site, mapping indicates old landslide deposits. In addition, the areas to the north, west, and south are mapped as Class 2 landslide hazards. If Floor and Decor would like for Terracon to evaluate the potential for slope instability, we would be pleased to provide a scope and cost for these services. Responsive a Resourceful a Reliable 2 D a D D 0 0 0 0 0 C 0 a 0 Q D 0 0 e C 0 C 0 0 0 r a 0 0 Geotechnical Engineering Report Floor and Decor — Southcenter 17601 Southcenter Pkwy a Tukwila, Washington April 13, 2017 a Terracon Project No. 81175017 3.2 Typical Profile lierracon Specific conditions encountered at the boring locations are indicated on the individual boring Togs. Stratification boundaries on the boring logs represent the approximate location of changes in soil types; in-situ, the transition between materials may be gradual. Details for the borings can be found on the boring logs included in Appendix A. Based on the results of the field exploration performed on the exterior of the existing building, subsurface conditions encountered in the borings are predominantly loose to dense cohesionless soils. These soils consisted of sands with varying amounts of silt and gravel, and silts with varying amounts of sand. Organic material was distributed throughout the soil profile. The soils represent a historic landslide deposit. Two to 5 feet of existing fill was encountered in our borings and greater thicknesses may be present at other locations. The existing interior slab thickness varied between 4% and 6% inches. All cores appeared to have a reinforcing wire mesh installed in the concrete. Laboratory tests were conducted on selected soil samples and the test results are presented in Appendix B as well as on the boring logs in Appendix A. 3.3 Groundwater Groundwater was encountered in both of the borings at depth of 7 to 13 feet below existing site grades at the time of drilling. Please note that groundwater level fluctuations occur due to seasonal variations in the amount of rainfall, runoff and other factors not evident at the time the explorations were completed. The possibility of groundwater level fluctuations should be, considered when developing the design and construction plans for the project. 3.4 Seismic Considerations 3.4.1 ASCE 7-10 Seismic Parameters DESCRIPTION VALUE ASCE 71 D Site Latitude N 47.44315° Site Longitude W 122.26173° SS Spectral Acceleration for a Short Period 1.439 g Si Spectral Acceleration for a 1 -Second Period 0.536 g Fa Site Coefficient for a Short Period 1.000 F„ Site Coefficient for a 1 -Second Period 1.500 Responsive a Resourceful a Reliable 3 Geotechnical Engineering Report Floor and Decor — Southcenter 17601 Southcenter Pkwy in Tukwila, Washington April 13, 2017 s Terracon Project No. 81175017 lierracon 'ASCE 7 requires a site soil profile determination extending to a depth of 100 feet for seismic site classification. The current scope does not include the required 100 foot soil profile determination. This seismic site class definition considers soils as noted on the boring logs continue below the maximum depth of the subsurface exploration. Additional exploration to deeper depths would be required to confirm the conditions below the current depth of exploration. 3.4.2 Liquefaction Potential Liquefaction is the phenomenon where saturated soils develop high pore water pressures during seismic shaking and lose their strength characteristics. This phenomenon generally occurs in areas of high seismicity, where groundwater is shallow and loose granular soils or relatively non- plastic fine grained soils are present. In our opinion, the site presents a low liquefaction hazard. 3.5 Corrosion Potential Samples were obtained from subgrade soils at each of the core location for chemical testing to evaluate the soil corrosion potential (to be evaluated by others). A combined sample from C-2 and C-5 was submitted to a subcontracted laboratory to perform the testing. Results are presented below and in Appendix B. Results of soluble sulfate testing indicate that ASTM Type I/II Portland cement may be used for all concrete on and below grade. Foundation concrete may be designed for low sulfate exposure in accordance with the provisions of the ACI Design Manual, Section 318, Chapter 4. Laboratory test results indicate the on-site soils have a pH of 6.8, a minimum resistivity of 10,000 ohm -centimeters, a water soluble sulfates content of 33 pg/g, Red -Ox potential of +381 mV, a chloride content of <10 pg/g, and negligible sulfides as shown on the attached Results of Corrosivity Analysis sheet (Exhibit B-3). These values should be used to evaluate corrosive potential of the on-site soils to underground ferrous metals. Refer to the Results of Corrosivity Analysis sheet in Appendix B for the complete results of the corrosivity testing conducted in conjunction with this geotechnical exploration. 3.6 Compressive Strength Test Results A total of five (5) concrete cores were performed in the existing interior slab of the building, and two of these cores were submitted for compressive strength testing. The locations of these cores were selected by Terracon representatives. Tabulated below are the compressive strength test results: Core Number C-2 Compressive Strength (PSI) 6,280 Responsive © Resourceful ® Reliable 4 0 d 0 0 0 0 0 0 0 0 Q 0 0 Geotechnical Engineering Report Floor and Decor — Southcenter 17601 Southcenter Pkwy Tukwila, Washington April 13, 2017 Terracon Project No. 81175017 Iferracon Core Number Compressive Strength (PSI) C-4 6,400 4.0 RECOMMENDATIONS FOR DESIGN AND CONSTRUCTION 4.1 Geotechnical Considerations The site appears suitable for the proposed construction based upon geotechnical conditions encountered in the test borings, provided the geotechnical engineering recommendations contained in this report are implemented in the design and construction of the project. Based on the geotechnical engineering analyses, subsurface exploration, and laboratory test results, we recommend that the proposed addition be supported on a shallow foundation system. Existing fill material extending to depths of 2 to 5 feet bgs was encountered at our exploration locations, and may extend to greater depths at other locations. The source of the fill is unknown and its geotechnical characteristics are only known at the locations sampled. We recommend removal of all existing fill to reduce the hazard of unanticipated settlements under new foundations and floor slabs. After the removal of the existing fill soils, we recommend placement and compaction of structural fill per the compaction requirements presented in Section 4.2.4. Then the proposed addition at the existing loading dock area should be supported on a shallow foundation and existing interior floors may consist of slabs -on -grade. If the owner is willing to take the risk of potential slab settlement, removal and compaction of the fill material beneath floor slabs could be limited to a depth of 2 feet. If existing footings are to receive additional loads, we should be consulted to evaluate underpinning alternatives. Geotechnical engineering recommendations for foundation systems and other earth connected phases of the project are outlined below. The recommendations contained in this report are based upon the results of field and laboratory testing (which are presented in Appendices A and B), engineering analyses, and our current understanding of the proposed project. 4.2 Earthwork The following presents recommendations for site preparation, excavation, subgrade preparation and placement of engineered fill on the project. The recommendations presented for the design and construction of earth supported elements including, foundations and floor slabs are contingent upon following the recommendations outlined in this section. All grading for each structure should incorporate the limits of the proposed structure plus a minimum lateral distance of 12 inches beyond the edges, where possible. If overexcavation and replacement of existing fill is required, the lateral extent may be greater than 12 inches as discussed below. Responsive Resourceful c Reliable 5 Geotechnical Engineering Report Floor and Decor — Southcenter 17601 Southcenter Pkwy Es Tukwila, Washington April 13, 2017 RI Terracon Project No. 81175017 lferracon0 Earthwork on the project should be observed and evaluated by Terracon. The evaluation of earthwork should include observation and testing of engineered fill, subgrade preparation, foundation bearing soils, and other geotechnical conditions exposed during the construction of the project. 4.2.1 Site Preparation Site preparation should include complete removal of existing floor slab and existing loading dock within the proposed construction area. This should include removal of any loose backfill found underneath the existing slabs. All demolition debris derived from removal should be removed from the site and not be allowed for use as on-site fill. Exposed surfaces should be free of mounds and depressions which could prevent uniform compaction. Demolition of a part of the existing building should include complete removal of remaining underground utilities within the proposed construction area. This should include removal of any loose backfill found adjacent to existing foundations. All materials derived from the demolition of existing structures and pavements should be removed from the site and not be allowed for use as on-site fill. Underground facilities such as underground utilities are anticipated on-site; such features could be encountered during construction. If underground facilities or unanticipated fill materials are encountered, such materials and features should be removed and the excavation thoroughly cleaned prior to backfill placement and/or construction. 4.2.2 Subgrade- Preparation The proposed addition at the existing loading dock area should be supported on shallow foundation and the interior floor slab may consist of slabs -on -grade. Both shallow foundation and slabs -on -grade should bear on a new structural fill or the medium to dense native soils. The moisture content and compaction of subgrade soils should be maintained until slab construction. If new foundations are constructed adjacent to the existing foundations, there is a risk that the bearing material could become undermined and/or overstressed due to overlapping stresses. Provisions should be made during construction to prevent undermining or disturbing the soils supporting the existing foundations. Any excavations should not extend below an imaginary 1 H:1 V inclined plane projecting below the bottom edge of any adjacent existing foundations as shown in the figure to the right. EXISTING FOOTING NEW FOOTING TIE-IN OVER -EXCAVATE IN ir STEPS AND BACKFILL IMMEDIATELY Responsive Resourceful ® Reliable 6 30 a Geotechnical Engineering Report Floor and Decor — Southcenter 17601 Southcenter Pkwy a Tukwila, Washington April 13, 2017 la Terracon Project No. 81175017 lierracon Maintaining a sufficient clear distance between new and existing foundations will reduce the potential for increased bearing stresses and additional foundation settlement. Connections between the existing building and the new addition should allow for some differential movement. If loose soils are encountered at foundation bearing depths, the subgrade soils should be moved and replaced with engineered fill beneath footings. The excavation should be widened laterally at least 8 inches for each 12 inches of fill placed below footing base elevations. 4.2.3 Fill Materials and Placement All fill material placed in structure and non -landscaped areas should be placed in accordance with the recommendations for structural fill. Prior to placement, the surfaces to receive structural fill should be prepared as previously described. All structural fill should be free of organic material, debris, or other deleterious material. Individual particle sizes should be less than 3 inches in maximum dimension. The suitability of soils for use as structural fill depends primarily on the gradation and moisture content of the soil when it is placed. As the amount of fines (that soil fraction passing the U.S. No. 200 sieve) increases, soil becomes increasingly sensitive to small changes in moisture content, and adequate compaction becomes more difficult, or impossible, to achieve. Generally, soils containing more than about 5 percent fines by weight (based on that soil fraction passing the U.S. No. 200 sieve) cannot be compacted to a firm, non -yielding condition when the moisture content is more than a few percent from optimum. The optimum moisture content is that which yields the greatest soil density under a given compactive effort. It is our opinion that the non -plastic native soils encountered on the site are suitable for reuse as structural fill from a compositional standpoint. However, even the non -plastic site soils are moisture sensitive and depending on the time of year that earthwork is completed; drying or wetting of these soils may be required prior to compaction. Larger particles, if encountered, should be screened out prior to use as structural fill. Selective drying of over -optimum moisture soils may be achieved by scarifying or windrowing surficial materials during periods of dry weather. Soils which are dry of optimum may be moistened through the application of water and thorough blending to facilitate a uniform moisture distribution in the soil prior to compaction. Imported soils for use as structural fill should consist of granular (sand and gravel) material. Structural fill should meet the general requirements of Section 9-03.14(1), Gravel Borrow, as presented in the Washington State Department of Transportation (WSDOT) Standard Specifications for Road, Bridge, and Municipal Construction. For wet site conditions or placement of fill during inclement weather the percent passing the US No. 200 mesh sieve should be modified to less than 5 percent by weight. Responsive is Resourceful Es Reliable 7 Geotechnical Engineering Report Floor and Decor — Southcenter 17601 Southcenter Pkwy • Tukwila, Washington April 13, 2017 ■ Terracon Project No. 81175017 lierracon The use of other fill types should be reviewed and approved by the engineer. Structural fill should be placed and compacted in horizontal lifts, using equipment and procedures that will produce recommended moisture content and densities throughout the fill. Fill lifts should not exceed 8 inches in loose thickness. 4.2.4 Compaction Requirements Material Type and Location Per the Modifed Proctor Test (ASTM D 1557) Minimum Compaction Requirement (%) Range of Moisture Contents for Compaction Minimum Maximum On-site soils or approved imported granular fill soils: Beneath foundations and concrete slabs: 95 -2% +2% Utility trench backfill (upper 2 feet): 95 -2% +2% Utility trench backfill (below 2 feet): 92 -2% +2% Foundation backfill: 92 -2% +2% Miscellaneous backfill (non- structural): 90 -2% +2% Excessive compaction directly above utility elements should be avoided to reduce the risk of damage. 4.2.5 Grading and Drainage Positive drainage should be provided during construction and maintained throughout the life of the development. Infiltration of water into utility trenches or foundation excavations should be prevented during construction. Backfill against footings, exterior walls, and in utility and sprinkler line trenches should be well compacted and free of all construction debris to reduce the possibility of moisture infiltration. We recommend a minimum horizontal setback distance of 10 feet between the perimeter of any building and the high-water elevation of the nearest storm -water retention basin. Roof drainage should discharge into splash blocks or extensions when the ground surface beneath such features is not protected by exterior slabs or paving. Sprinkler systems and landscaped irrigation should not be installed within 5 feet of foundation walls. Special care should be taken in design of plumbing and floor drainage to prevent leakage into underlying soils. Responsive • Resourceful ■ Reliable 8 C e c a a 0 0 Q Q 0 0 0 0 r Geotechnical Engineering Report Floor and Decor — Southcenter 17601 Southcenter Pkwy Tukwila, Washington April 13, 2017 Terracon Project No. 81175017 lierracon 4.2.6 Exterior Slab Design and Construction Exterior slabs -on -grade, exterior architectural features, and utilities founded on, or in backfill may experience some movement due to the volume change of the backfill. To reduce the potential for damage caused by movement, we recommend: minimizing moisture increases in the backfill; controlling moisture -density during placement of backfill; using designs which allow vertical movement between the exterior features and adjoining structural elements; placing effective control joints on relatively close centers. 4.2.7 Construction Considerations It is anticipated that excavations for the proposed construction can be accomplished with conventional earthmoving equipment. Although not encountered in our explorations, cobbles and/or boulders may exist. Based upon the subsurface conditions determined from the geotechnical exploration, subgrade soils exposed during construction are anticipated to be relatively workable. However, the workability of the subgrade may be affected by precipitation, repetitive construction traffic or other factors. If unworkable conditions develop, workability may be improved by scarifying and drying. Earthwork may not be possible during periods of elevated soil moisture and wet weather. Excavated site soils may not be reusable as structural fill depending on the soil moisture content and weather conditions at the time of construction. If soils are stockpiled for future reuse and wet weather is anticipated, the stockpile should be protected with plastic sheeting that is securely anchored. If on-site soils become unusable, it may become necessary to import clean, granular soils to complete wet weather site work. Subgrade soils that become disturbed due to elevated moisture conditions should be overexcavated to expose firm, non -yielding, non-organic soils and backfilled with compacted structural fill. We recommend that the earthwork portion of this project be completed during extended periods of dry weather if possible. If earthwork is completed during the wet season it may be necessary to take extra precautionary measures to protect subgrade soils. This could include diversion of surface runoff around exposed soils, draining of ponded water on the site, and collection and rerouting of groundwater seepage from up gradient on- and off-site sources. Once subgrades are established, it may be necessary to protect the exposed subgrade soils from construction traffic. Placing quarry spalls or clean pit -run sand and gravel over these areas would further protect the soils from construction traffic. If earthwork takes place during freezing conditions, we recommend that the exposed subgrade be allowed to thaw and be recompacted prior to placing subsequent lifts of structural fill. Responsive pz Resourceful FE Reliable 9 Geotechnical Engineering Report Floor and Decor — Southcenter 17601 Southcenter Pkwy a Tukwila, Washington April 13, 2017 a Terracon Project No. 81175017 lrerracon The exposed subgrade and each lift of compacted fill should be tested, evaluated, and reworked, as necessary, until approved by the geotechnical engineer's representative prior to placement of additional lifts. We recommend that each lift of fill be tested for density and moisture content at a frequency of one test for every 2,500 square feet of compacted fill in the building areas. We recommend one density and moisture content test for every 50 linear feet of compacted utility trench backfill. The individual contractor(s) is responsible for designing and constructing stable, temporary excavations (including utility trenches) as required to maintain stability of both the excavation sides and bottom. Excavations should be sloped or shored in the interest of safety following local and federal regulations, including current OSHA excavation and trench safety standards. The geotechnical engineer should be retained during the construction phase of the project to observe earthwork and to perform necessary tests and observations during subgrade preparation, proof -rolling, placement and compaction of controlled compacted fills, backfilling of excavations to the completed subgrade. 4.3 Foundations Based on our analyses, conventional spread footings will provide adequate support for the proposed structure provided that the foundation subgrades are properly prepared. Foundation support may be obtained from new structural fill, placed in accordance with the recommendations provided in this report or from the medium dense to dense native soils. Design recommendations for foundations for the proposed structure and related structural elements are presented in the following sections. 4.3.1 Shallow Foundation Design Recommendations DESCRIPTION RECOMMENDATION Allowable Bearing Pressure 2,000 psf for spread footings Minimum Dimensions Walls: 18 inches; Columns: 24 inches Minimum Embedment Depth Below Finished Grade 18 inches Total Estimated Settlement 1 inch Estimated Differential Settlement < 1 inch Finished grade is defined as the lowest adjacent grade within five feet of the foundation for perimeter (or exterior) footings, or finish floor elevation for interior footings. The net allowable foundation bearing pressures apply to dead loads plus design live load conditions. The design bearing pressure may be increased by one-third when considering total Toads that include wind Responsive o Resourceful a Reliable 10 D L D 0 D 0 0 0 0 D 0 Geotechnical Engineering Report Floor and Decor — Southcenter 17601 Southcenter Pkwy El Tukwila, Washington April 13, 2017 Terracon Project No. 81175017 lierracon or seismic conditions. The weight of the foundation concrete below grade may be neglected in dead load computations. 4.3.2 Shallow Foundation Construction Considerations The base of all foundation excavations should be free of water and loose soil prior to placing concrete, and should be compacted as recommended in this report. Concrete should be placed soon after excavating and compaction to reduce bearing soil disturbance. Should the soils at bearing level become excessively dry, disturbed, saturated, or frozen, the affected soil should be removed prior to placing concrete. If construction occurs during wet weather conditions, a lean concrete mud mat could be used to protect the exposed subgrade. It is recommended that Terracon be retained to observe the foundation bearing materials. Even after the building subgrades are overexcavated and replaced with structural fill soils, as recommended above, localized zones of unsuitable soils might be encountered in footing excavations. In this case, the excavations should be extended deeper to suitable soils. All overexcavation below footings should extend laterally beyond all edges of the footings at least 8 inches per foot of overexcavation depth below footing base elevation. The overexcavation should then be backfilled up to the footing base elevation with well -graded granular material placed in lifts of 8 inches or less in loose thickness and compacted to at least 95 percent of the material's maximum modified Proctor dry density (ASTM D-1557). The overexcavation and backfill procedure is described in the figure below. Overexcavation i Backfill NOTE: Excavation shown vertical for convenience; excavations should be sloped as necessary for safety. 4.4 Floor Slabs Existing fill was encountered to a depth of 5 feet in boring B-1 and 2 feet in boring B-2. Note that greeter fill thicknesses may be encountered at other locations. These soil conditions lead to unpredictable total and differential movement for the proposed structure and floor slabs. We recommend excavating these fill soils and replacing with structural fill prior to floor slab construction. We also recommend a capillary break subbase layer directly below the floor slab. Responsive o Resourceful Reliable 11 Geotechnical Engineering Report Floor and Decor — Southcenter 17601 Southcenter Pkwy ■ Tukwila, Washington April 13, 2017 ■ Terracon Project No. 81175017 4.4.1 Floor Slab Design Recommendations lierracon DESCRIPTION RECOMMENDATIONS Floor slab support Compacted structural fill prepared in accordance with this report. Subbase 4 -inches of free -draining granular material Modulus of subgrade reaction 200 pounds per square inch per inch (psi/in) (The modulus was obtained based on prepared subgrade beneath floor slabs, and estimates obtained from NAVFAC 7.1 design charts). This value is for a small loaded area (1 Sq. ft or less) such as for forklift wheel loads or point loads and should be adjusted for larger loaded areas. 4.4.2 Floor Slab Construction Considerations Positive separations and/or isolation joints should be provided between slabs and all foundations, columns or utility lines to allow independent movement, where needed. Interior trench backfill placed beneath slabs should be compacted in accordance with recommendations outlined in the Earthwork Section of this report. Other design and construction considerations, as outlined in the ACI Design Manual, Section 302.1R are recommended. Upon completion of filling and grading, care should be taken to maintain the subgrade moisture content prior to construction of floor slabs. Construction traffic over the completed subgrade should be avoided to the extent practical. The site should also be graded to prevent ponding of surface water on the prepared subgrades or in excavations. If the subgrade should become desiccated, saturated, or disturbed, the affected material should be removed or these materials should be scarified, moisture conditioned, and recompacted prior to floor slab construction. The use of a vapor retarder or barrier should be considered beneath concrete slabs on grade that will be covered with moisture sensitive or impervious coverings, or when the slab will support equipment sensitive to moisture. A ten mil PVC or polyethylene membrane may be provided beneath such interior slabs to prevent moisture migration. When conditions warrant the use of a vapor retarder, the slab designer and slab contractor should refer to ACI 302 and ACI 360 for procedures and cautions regarding the use and placement of a vapor retarder/barrier. 4.5 Lateral Earth Pressures Reinforced concrete walls with unbalanced backfill levels on opposite sides should be designed for earth pressures at least equal to those indicated in the following table. Earth pressures will be influenced by structural design of the walls, conditions of wall restraint, methods of construction and/or compaction and the strength of the materials being restrained. Two wall restraint conditions are shown. Active earth pressure is commonly used for design of free-standing cantilever retaining walls and assumes wall movement. The "at -rest" condition assumes no wall Responsive • Resourceful • Reliable 12 D a a 0 0 0 0 D D c 0 0 0 Geotechnical Engineering Report Floor and Decor — Southcenter 17601 Southcenter Pkwy e Tukwila, Washington April 13, 2017 ER Terracon Project No. 81175017 lrerracon movement. The recommended design lateral earth pressures do not include a factor of safety and do not provide for possible hydrostatic pressure on the walls. n Horizontal Finished Grade J r S = Surcharge For active pressure movement (0,002 H to 0.004 H) For at -rest pressure - No Movement Assumed Horizontal Finished Grade —p2 /14 pi—il Retaining Wall Earth Pressure Coefficients Earth Pressure Conditions ; E Coefficient for Backfill Type Equivalent Fluid 1 Surcharge Density (pcf) I Pressure, pi (psf) Earth Pressure, p2 (psf) Active (Ka) j Granular - 0.31 37 } (0.31)S (37)H . At -Rest (Ko) Granular - 0.50 60 (0.50)S (60)H Passive (Kp) _I , Granular - 3.0 360 --- --- Applicable conditions to the above include: m For active earth pressure, wall must rotate about base, with top lateral movements of about 0.002 H to 0.004 H, where H is wall height For passive earth pressure to develop, wall must move horizontally to mobilize resistance • Uniform surcharge, where S is surcharge pressure In-situ soil backfill weight a maximum of 120 pcf • Horizontal backfill, compacted between 90 and 92 percent of modified Proctor maximum dry density mi Loading from heavy compaction equipment not included No hydrostatic pressures acting on wall ■ No dynamic loading • No safety factor included Responsive Rs Resourceful RE Reliable e 13 Geotechnical Engineering Report Floor and Decor — Southcenter 17601 Southcenter Pkwy El Tukwila, Washington April 13, 2017 ® Terracon Project No. 81175017 Ignore passive pressure in frost zone 11erracon Backfill placed against structures should consist of granular soils as described in Section 4.2.3. To calculate the resistance to sliding, a value of 0.30 should be used as an allowable coefficient of friction between the footing and the underlying soil. A perforated rigid plastic or metal drain line installed behind the base of walls that extend below adjacent grade is recommended to prevent hydrostatic loading on the walls. The invert of a drain line around a below -grade building area or exterior retaining wall should be placed near foundation bearing level. The drain line should be sloped to provide positive gravity drainage or to a sump pit and pump. The drain line should be surrounded by clean, free -draining granular material having less than 5 percent passing the No. 200 sieve. The free -draining aggregate should be encapsulated in a filter fabric. The granular fill should extend to within 2 feet of final grade, where it should be capped with compacted cohesive fill to reduce infiltration of surface water into the drain system. Layer of cohesive fill Foundation wall Free -draining graded granular filter material or .non -graded free -draining material encapsulated in an appropriate filter fabric (see report) Slope to drain away from building / s 'r � // _. v.•„\•,\\\ .....v,� =: 4,J\\\ - \�` requirements) ..„,, •`\\\\\\ .\` \N.•.\.-.;‘,\\\\`• \\\\\_, IIIA. s `A\\*' 'semVA T� Native, undisturbed te\ ��. \\\\. - yA\- soil or engineered fill Backfill (see report 1, Perforated drain pipe (Rigid PVC I1=Jl =i I�-1-1' unless stated otherwise in report) As an alternative to free -draining granular fill, a pre -fabricated drainage structure may be used. A pre -fabricated drainage structure is a plastic drainage core or mesh which is covered with filter fabric to prevent soil intrusion, and is fastened to the wall prior to placing backfill. If controlling hydrostatic pressure behind the wall as described above is not possible, then combined hydrostatic and lateral earth pressures should be calculated using an equivalent fluid 85 and 90 pcf for active and at -rest, respectively. These pressures do not include the influence of surcharge, equipment or pavement loading, which should be added. Heavy equipment should Responsive ® Resourceful El Reliable 14 Geotechnical Engineering Report Floor and Decor — Southcenter 17601 Southcenter Pkwy Tukwila, Washington April 13, 2017 i Terracon Project No. 81175017 11erracon not operate within a distance closer than the exposed height of retaining walls to prevent lateral pressures more than those provided. 5.0 GENERAL COMMENTS Terracon should be retained to review the final design plans and specifications so comments can be made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications. Terracon also should be retained to provide observation and testing services during grading, excavation, foundation construction and other earth -related construction phases of the project. The analysis and recommendations presented in this report are based upon the data obtained from the borings performed at the indicated locations and from other information discussed in this report. This report does not reflect variations that may occur between borings, across the site, or due to the modifying effects of construction or weather. The nature and extent of such variations may not become evident until during or after construction. If variations appear, we should be immediately notified so that further evaluation and supplemental recommendations can be provided. The scope of services for this project does not include either specifically or by implication any environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for such contamination or pollution, other studies should be undertaken. The scope of our exploration program was limited to two borings on the exterior of the building and shallow hand holes on the interior of the building. We recommend additional exploration to further evaluate the subsurface conditions. We also recommend additional analysis to evaluate slope stability. This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with generally accepted geotechnical engineering practices. No warranties, either express or implied, are intended or made. Site safety, excavation support, and dewatering requirements are the responsibility of others. In the event that changes in the nature, design, or location of the project as outlined in this report are planned, the conclusions and recommendations contained in this report shall not be considered valid unless Terracon reviews the changes and either verifies or modifies the conclusions of this report in writing. Responsive Resourceful D Reliable 15 APPENDIX A FIELD EXPLORATION 0 0 I ;.Z04 Project Manager: PDD Project No. 81175017 Drawn by: AMP Scale: 1"=2,000' Checked by: PDD File Name: EXH. A-1 Approved by: PDD Date: MARCH 2017 2 a Helipom .1 III TOPOGRAPHIC MAP IMAGE COURTESY OF THE U.S. GEOLOGICAL SURVEY QUADRANGLES INCLUDE: DES MOINES, WA (1/1/1995) and RENTON, WA (1/1/1994). lierracon 21905 64th Ave W Ste 100 Mountlake Terrace, WA 98043-2251 SITE LOCATION Exhibit Proposed Floor & Decor - Southcenter 17601 Southcenter Pkwy. Tukwila, WA A-1 B-1 Q c-1 APPROXIMATE LOCATION AND NUMBER OF BORING APPROXIMATE LOCATION AND NUMBER OF CORE !DIAGRAM IS FOR GENERAL LOCATIONS Ot Y„ AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES LEGEND 140 0 70 140 APPROXIMATE SCALE IN FEET Project Mngr: PDD Proied No. 81175017 lFerracon Consulting Engineers and Scientists 21905 64th Avenue W., Ste 100 Mountlake Terrace, WA 98043 SITE DIAGRAM EXHIBIT Drawn By: AMP � AS SHOWN Poposed floor & Decor - Southcenter 17601 SouthL nter Pkwy. Tukwila, WA A-2 Checked By: PDD File No. EXH.A-2 Approved By: PDD Date: April 2017 PH. (425) 771-3304 FAX (425)771-3549 0 Geotechnical Engineering Report Floor and Decor — Southcenter 17601 Southcenter Pkwy • Tukwila, Washington April 13, 2017 • Terracon Project No. 81175017 Field Exploration Description lierracon Five (5) subbase samples were collected inside the building to approximately six inches below the existing floor slab on March 14, 2017. The concrete slab inside the building was cored prior to collecting the subbase samples. In addition, two (2) test borings were performed outside the building to approximate depths of 21% to 51% feet bgs on March 14, 2017. The exterior test borings were advanced with a truck- mounted drill rig utilizing 6 -inch diameter hollow -stem augers. The borings were located in the field by using the proposed site plan, aerial photographs of the site, Handheld GPS and measuring distances from existing site features. The accuracy of boring locations should only be assumed to the level implied by the method used. Continuous lithologic logs of the borings were recorded by the field engineer during the drilling operations. At selected intervals, samples of the subsurface materials were taken by driving split - spoon samplers. Bulk samples of subsurface materials were also obtained. Groundwater conditions were evaluated in the borings at the time of site exploration. Penetration resistance measurements were obtained by driving the split -spoon and ring -barrel samplers into the subsurface materials with a 140 -pound automatic hammer falling 30 inches. The penetration resistance value is a useful index in estimating the consistency or relative density of materials encountered. An automatic hammer was used to advance the split -barrel sampler in the exterior borings performed on this site. A slide hammer, hand auger tool, and ring sampler was used for the interior borings. A significantly greater efficiency is achieved with the automatic hammer compared to the conventional safety hammer operated with a cathead and rope. This higher efficiency has an appreciable effect on the SPT -N value. The effect of the automatic hammer's efficiency has been considered in the interpretation and analysis of the subsurface information for this report. The samples were tagged for identification, sealed to reduce moisture loss, and taken to our laboratory for further examination, testing, and classification. Information provided on the boring logs attached to this report includes soil descriptions, consistency evaluations, boring depths, sampling intervals, and groundwater conditions. The borings were backfilled per Washington State Department of Ecology requirements and capped with asphalt patches prior to the drill crew leaving the site. Responsive • Resourceful • Reliable Exhibit A-3 THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG -NO WELL 81175017 - 4-13-17.GPJ TERRACON_DATATEMPLATE.GDT 4/13/17 BORING LOG NO. B-1 PROJECT: Floor and Decor SITE: 17601 Southcenter Pkwy Tukwila, Washington CLIENT: SRA 360 Page 1 of 3 GRAPHIC LOG LOCATION See Exhibit A-2 Latitude: 47.443609° Longitude: -122.261545° DEPTH ASPHALT, -3 inches asphalt POORLY GRADED SAND WITH SILT AND GRAVEL (SP -SM) brown, loose, moist (FILL) 5.0 SILTY SAND (SM), w/ organics, fine grained, gray to brown, dense, moist 7.0 SILTY SAND (SM) trace clay, brown, medium dense, moist interbedded clay and sand with organics from 7.5 - 9 ft, 56% sand vertical bedded organics 15.0 SILT WITH SAND (MLI brown to green, dense, wet, organic matter, 23% sand trace sand, light gray to gray, moist 20.0 0 w 0 5- 10- 15- 20- J0) wZ 0_ w < O SAMPLE TYPE RECOVERY (In.) F J o� w ww SAMPLE ID ATTERBERG LIMITS LL -PL -PI PERCENT FINES 0 1-1-2 N=3 S-1 16 7-14-23 N=37 S-2 39 62-36-26 50 16 5-9-20 N=29 S-3 39 51-34-17 44 { 14 4-10-16 N=26 S-4 34 14 8-16-20 N=36 S-5 25 41-30-11 77 Stratification lines are approximate. In-situ, the transition may be gradual. Hammer Type: Automatic Hammer Advancement Method: HSA Abandonment Method: Borings backfilled with bentonite chips upon completion See Exhibit A-3 for description of field procedures. See Appendix B for description of laboratory procedures and additional data (if any). See Appendix C for explanation of symbols and abbreviations. Elevation taken from google earth Notes: WATER LEVEL OBSERVATIONS 7' - Groundwater Observed lierracon 10029 S Tacoma Way Ste E2 Tacoma, WA Boring Started: 3/14/2017 Boring Completed: 3/14/2017 Drill Rig: B-59 Driller: Holocene Project No.: 81175017 Exhibit: A-4 D D f 11 0 BORING LOG NO. B-1 Page 2 of 3 PROJECT: Floor and Decor CLIENT: SRA 360 SITE: 17601 Southcenter Pkwy Tukwila, Washington IGRAPHIC LOG LOCATION See Exhibit A-2 Latitude: 47.443609° Longitude: -122.261545° DEPTH DEPTH (Ft.) WATER LEVEL OBSERVATIONS 11 SAMPLE TYPE RECOVERY (In.) FIELD TEST RESULTS SAMPLE ID WATER CONTENT (%) ATIERBERG LIMITS PERCENT FINES LL -PL -PI •:,,*•.. .-. •.;.• .. ••• • -.:.- • ..• :...,:.. ..--.• .-.-•.: •.:.:,::: •:.::: :.•::: POORLY GRADED SAND WITH SILT (SP -SM) sand w/ trace 25— — _ _ 30— — — _ 35— — _ 40— X 16 16-17-27/-r S-6 28 silt, gray, very dense, wet 30.0 16 22-K-50/3" N=82/9" S-7 30 . , .• . . A • , . . d . .,!•;„.. • • ,,,.. . CLAYEY SAND (SCI, brown, medium dense to dense, wet, 53% X 14 7-10-17 N=27 S-8 33 sand observed fine sand 30.5 - 31.5' hard, moist, organic silt with clay 35 - 35.5 ft greenish gray, dense, moist 36 - 36.5' 40.0 x 16 12-18-26 N=44 S-9 30 46-23-23 47 Stratification lines are approximate. In-situ, the transition may be gradual, Hammer Type: Automatic Hammer Advancement Method: HSA See Exhibit A-3 for description of field procedures. See Appendix B for description of laboratory procedures and additional data (if any). See Appendix C for explanation of symbols and abbreviations. Elevation taken from google earth Notes: Abandonment Method: Borings backfilled with bentonite chips upon completion WATER LEVEL OBSERVATIONS lierracon 10029 S Tacoma Way Ste E2 Tacoma, WA Boring Started: 3/14/2017 Boring Completed: 3/14/2017 i. 7'- Groundwater Observed Drill Rig: B-59 Driller: Holocene Project No.: 81175017 Exhibit: A-4 BORING LOG NO. B-1 Page 3 of 3 PROJECT: Floor and Decor CLIENT: SRA 360 SITE: 17601 Southcenter Pkwy Tukwila, Washington GRAPHIC LOG LOCATION See Exhibit A-2 Latitude: 47.443609° Longitude: -122.261545° DEPTH DEPTH (FL) WATER LEVEL OBSERVATIONS SAMPLE TYPE RECOVERY (In.) FIELD TEST RESULTS SAMPLE ID WATER CONTENT (%) ATTERBERG LIMITS PERCENT FINES I LL -PL -PI . SILTY SAND (SMI, fine grained, gray, very dense, wet — 45— 50— _ 16 27-33-46 N=79 S-10 very dense, moist 51.4 9 35-50/5" N=50/5" S-11 23-35-50/5" N=85/11" S-12 Boring Terminated at 51.41 Feet Stratification lines are approximate. In-situ, the transition may be gradual. Hammer Type: Automatic Hammer Advancement Method: HSA See Exhibit A-3 for description of field procedures. See Appendix 8 for description of laboratory procedures and additional data (if any). See Appendix C for explanation of symbols and abbreviations. Elevation taken from google earth Notes: Abandonment Method: Borings backfilled with bentonite chips upon completion WATER LEVEL OBSERVATIONS lierracon 10029 S Tacoma Way Ste E2 Tacoma, WA Boring Started: 3/14/2017 Boring Completed: 3/14/2017 7 - Groundwater Observed Drill Rig: B-59 Driller: Holocene Project No.: 81175017 Exhibit: A-4 0 1:1) 0 9 D 0 1=111•11, 11 BORING LOG NO. B-2 Page 1 of 2 PROJECT: Floor and Decor CLIENT: SRA 360 SITE: 17601 Southcenter Pkwy Tukwila, Washington GRAPHIC LOG r m FL' 0 ff 0 0_ > Sit —I 0 Z .1, (1) N.) ct, (0 a, ET - o •-• > co a. NJ k.) a, (0 (1. DEPTH (Ft.) WATER LEVEL OBSERVATIONS SAMPLE TYPE RECOVERY (In.) FIELD TEST RESULTS SAMPLE ID WATER CONTENT (%) ATTERBERG LIMITS PERCENT FINES LL -PL -PI 2,\-2 inches asphalt — _ — _ _ 10— — ._=. 15— — 20— SILTY SAND (SM) fine grained, gray, hard, moist . • • •. (FILL, transition to native at 2 feet) 5.0 X 18 12-18-26 N=44 S-1 28 SILT (ML) trace sand, gray, dense, moist,13% sand X 16 8-24-26 N=50 S-2 30 41-32-9 87 110.0 SILT VVITH SAND (MLA, gray, dense, moist 16 8-10-22 N=32 S-3 43 15.0 POORLY GRADED SAND WITH SILT (SP-SM1 fine grained, 18 14-25-28 N=53 S-4 30 1 gray to green, very dense, wet 20.0 Stratification lines are approximate. In-situ, the transition may be gradual. Hammer Type: Automatic Hammer Advancement Method: HSA See Exhibit A-3 for description of field procedures. See Appendix B for description of laboratory procedures and additional data (if any). See Appendix C for explanation of symbols and abbreviations. Elevation taken from google earth Notes: Abandonment Method: Borings backfilled with bentonite chips upon completion WATER LEVEL OBSERVATIONS erracon li 10029 S Tacoma Way Ste E2 Tacoma, WA Boring Started: 3/14/2017 Boring Completed: 3/14/2017 = 13' - Groundwater Observed Drill Rig: B-59 Driller: Holocene Project No.: 81175017 Exhibit: A-5 BORING LOG NO. B-2 _Page 2 of 2 PROJECT: Floor and Decor CLIENT: SRA 360 SITE: 17601 Southcenter Pkwy Tukwila, Washington GRAPHIC LOG m m rO m _ = n > P. = a 0 Z A O) (p N � D N C d N N • N 0 W DEPTH (Ft.) WATER LEVEL OBSERVATIONS SAMPLE TYPE RECOVERY (In.) FIELD TEST RESULTS SAMPLE ID ' WATER CONTENT (%) ATTERBERG LIMITS PERCENT FINES I LL-PL-PI ,21.5 SANDY SILT (ML). fine grained, gray, dense, moist — 18 5-16-21 N=37 S-5 29 Boring Terminated at 29.5. Feet Stratification lines are approximaRe. In-situ, the transition may be gradual. Hammer Type: Automatic Hammer Advancement Method: HSA See Exhibit A-3 for description of field procedures. See Appendix B for description of laboratory procedures and additional data (4 any). See Appendix C for explanation of symbols and abbreviations. Elevation taken from google earth Notes: Abandonment Method: Borings backfilled with bentonite chips upon completion WATER LEVEL OBSERVATIONS ierracon 10029 S Tacoma Way Ste E2 Tacoma, WA Boring Started: 3/14/2017 Boring Completed: 3/14/2017 .EZ... 13' - Groundwater Observed Drill Rig: B-59 Driller: Holocene Project No.: 81175017 Exhibit: A-5 e D 0 APPENDIX B LABORATORY TESTING 1 1 0 0 r Geotechnical Engineering Report Floor and Decor — Southcenter 17601 Southcenter Pkwy El Tukwila, Washington April 13, 2017 El Terracon Project No. 81175017 Laboratory Testing lierracon Samples retrieved during the field exploration were taken to the laboratory for further observation by the project geotechnical engineer and were classified in accordance with the Unified Soil Classification System (USCS) described in Appendix C. At that time, the field descriptions were confirmed or modified as necessary and an applicable laboratory testing program was formulated to determine engineering properties of the subsurface materials. Laboratory tests were conducted on selected soil samples and the test results are presented in this appendix. The laboratory test results were used for the geotechnical engineering analyses, and the development of foundation and earthwork recommendations. Laboratory tests were performed in general accordance with the applicable ASTM, local or other accepted standards. Selected soil samples obtained from the site were tested for the following engineering properties: ASTM D4546 Sieve Analysis ASTM D4318 Atterberg Limits CT643 pH CT422 Chloride Content ASTM D2216 Moisture Content CT417 Soluble Sulfates CT643 Minimum Resistivity Procedural standards noted above are for reference to methodology in general. In some cases variations to methods are applied as a result of local practice or professional judgment. Responsive si Resourceful Lq Reliable Exhibit B-1 GRAIN SIZE DISTRIBUTION ASTM D422 / ASTM C136 U.S. SIEVE OPENING IN INCHES 6 4 3 2 S 1 3/4 1/2 I 3 U.S. SIEVE NUMBERS I HYDROMETER 6 .10 1416 20 30 40 50 60 100 140 200 100 95 I G I I I • 04 0 I 1 I 90 85 . 80 ` 75 70 65 • X 60 I Cu- 55 m z50 \ LL 45 (, z w 40 • w 0 35 30 25 20 15 10 5 0 100 10 1 0 1 0.01 0.001 GRAIN SIZE IN MILLIMETERS GRAVEL SAND COBBLES coarse fine coarse medium fine SILT OR CLAY Boring ID Depth USCS Classification We (%) LL PL PI Cc Cu • B-1 5 - 6.5 SILTY SAND (SM) 62 36 26 1 B-1 7.5 - 9 SILTY SAND (SM) 51 34 17 A B-1 15 - 16.5 SILT with SAND (ML) 41 30 11 * B-1 35 - 36.5 CLAYEY SAND (SC) 46 23 23 O B-2 5 - 6.5 SILT (ML) 41 32 9 Boring ID Depth D100 D60 D30 D10 %Gravel %Sand %Silt %Fines %Clay • B-1 5 - 6.5 4.75 0.131 0.0 50.4 49.6 1 B-1 7.5 - 9 I 9.5 0.227 2.9 52.8 44.4 A B-1 15 - 16.5 i 2 0.0 23.5 76.5 * B-1 .35 - 36.5 ` 2 0.112 0.0 53.4 46.6 O B-2 5 - 6.5 2.36 0.0 13.2 86.8 PROJECT: Floor and Decor lierracon 10029 S Tacoma Way Ste E2 Tacoma, WA PROJECT NUMBER: 81175017 SITE: 17601 Southcenter Pkwy Tukwila, Washington CLIENT: SRA 360 EXHIBIT: B-2 0 n a 6 D 11 0 4 c c 0 a c a 0 0 r.s vt 1- 0 Co ILL' a uJ IL a a , o Z 0 1 [11 W r 'a CD A E, co till _J 0 cc W co fj w W Q 0 CC0 a w CC J Z cD 0 0 cc 0 u_ 0 w F Ili a a In cn u. rj o 0 z w EY a till 1- cow H cc 0 a cc o J ATTERBERG LIMITS RESULTS ASTM D4318 60 50 P L As \440 0� T 30 v. t®.� oc y T Y I N 20 & • D E . X 10 Ci" A m MH or OH 0 _ — 7 //CL -ML/ 0 r .a ML or OL 0 20 40 60 80 100 LIQUID LIMIT Boring ID Depth LL PL PI Fines USCS Description • B-1 5 - 6.5 62 36 26 50 SM SILTY SAND 1 B-1 7.5 - 9 51 34 17 44 SM SILTY SAND A B-1 15 -16.5 41 30 11 77 ML SILT with SAND * B-1 35 - 36.5 46 23 23 47 SC CLAYEY SAND O B-2 5 - 6.5 41 32 9 87 ML SILT PROJECT: Floor and Decor lierracon 10029 S Tacoma Way Ste E2 Tacoma, WA PROJECT NUMBER: 81175017 SITE: 17601 Southcenter Pkwy Tukwila, Washington CLIENT: SRA 360 EXHIBIT: B-3 Terracon Project Name: AmTest ID: 17-A003772 AMTEST Identification Number 17-A003772 Client Identification 81175017-2534 Sampling Date 03/14/17 Conventionals PARAMETER RESULT UNITS Q D.L. METHOD ANALYST DATE pH 6.8 unit 1 SW -846 9045D AS 03/24/17 Resistivity 10000 ohms cm 100 ASTM G-187 SRW 03/22/17 Redox Potential 381. unit 200 ASTM D1498-76 AS 03/24/17 Sulfide < 10 ug/g 10 SM 4500 S2 SW 03/31/17 Minerals PARAMETER RESULT UNITS Q D.L. METHOD ANALYST DATE Sulfate 33. ug/g 10 EPA 300.0 JC 03/27/17 Chloride < 10 ug/g 10 EPA 300.0 JC 03/29/17 Miscellaneous PARAMETER . " RESULT UNITS Q D.L. METHOD ANLST DATE Conductivity / Salinity 0.42 mmohms/cm 0.1 SM 2510 B AS 03/24/17 Kathy ugiel President C to d c 0 G 0 Ci 0 3 0 t r APPENDIX C SUPPORTING DOCUMENTS 1 1 l 1 1 i 0 fl lost 0 a 0 GENERAL NOTES DESCRIPTION OF SYMBOLS AND ABBREVIATIONS SAMPLING 7 WATER LEVEL 0 Water Initially FIELD TESTS (HP) Hand Penetrometer Auger — Sp it Spoon Encountered w Water Level After a (T) Torvane 1 I IV Specified Period of Time Water Level After She Ring Grab by — _ Sampler — Sample Tube Macro Rock No I Core 7 Recovery Core a Specified Period of Time Water levels indicated on the soil boring logs are the levels measured in the borehole at the times indicated. Groundwater level variations will occur over time. In low permeability soils, accurate determination of groundwater levels is not possible with short term water level observations. (b/f) Standard Penetration Test (blows per foot) (PID) Photo -Ionization Detector (OVA) Organic Vapor Analyzer DESCRIPTIVE SOIL CLASSIFICATION Soil classification is based on the Unified Soil Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are principally described as clays if they are plastic, and silts if they are slightly plastic or non -plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse-grained soils are defined on the basis of their in-place relative density and fine-grained soils on the basis of their consistency. LOCATION AND ELEVATION NOTES Unless otherwise noted, Latitude and Longitude are approximately determined using a hand-held GPS device. The accuracy of such devices is variable. Surface elevation data annotated with +1- indicates that no actual topographical survey was conducted to confirm the surface elevation. Instead, the surface elevation was approximately determined from topographic maps of the area. STRENGTH TERMS RELATIVE DENSITY OF COARSE-GRAINED SOILS (More than 50% retained on No. 200 sieve.) Density determined by Standard Penetration Resistance Includes gravels, sands and silts. CONSISTENCY OF FINE-GRAINED SOILS (50% or more passing the No. 200 sieve.) Consistency determined by laboratory shear strength testing, field visual -manual procedures or standard penetration resistance Descriptive Term (Density) Standard Penetration or N -Value Blows/Ft. Ring Sampler Blows/Ft. Descriptive Term (Consistency) Unconfined Compressive Strength, Qu, tsf Standard Penetration or N -Value Blows/Ft. Ring Sampler Blows/Ft. Very Loose 0 - 3 0 - 6 Very Soft less than 0.25 0 - 1 < 3 Loose 4-9 7-18 Soft 0.25to0.50 2-4 3-4 Medium Dense 10 - 29 19 - 58 Medium -Stiff 0.50 to 1.00 4 - 8 5 - 9 Dense 30-50 59-98 Stiff 1.00to2.00 8-15 10-18 Very Dense > 50 > 99 Very Stiff 2.00 to 4.00 15 - 30 19 - 42 Hard > 4.00 > 30 > 42 RELATIVE PROPORTIONS OF SAND AND GRAVEL GRAIN SIZE TERMINOLOGY Descriptive Term(s) Percent of Major Component Particle Size of other constituents Dry Weight of Sample Trace < 15 Boulders Over 12 in. (300 mm) With 15 - 29 Cobbles 12 in. to 3 in. (300mm to 75mm) Modifier > 30 Gravel 3 in. to #4 sieve (75mm to 4.75 mm) Sand #4 to #200 sieve (4.75mm to 0.075mm Silt or Clay Passing #200 sieve (0.075mm) RELATIVE PROPORTIONS OF FINES PLASTICITY DESCRIPTION Descriptive Term(s) Percent of Term Plasticity Index of other constituents Dry Weiaht Non -plastic 0 Trace < 5 Low 1 - 10 With 5 - 12 Medium 11 - 30 Modifier > 12 High > 30 1 ferracon Exhibit C-1 UNIFIED SOIL CLASSIFICATION SYSTEM Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests A Soil Classification Group Symbol Coarse Grained Soils: More than 50% retained on No. 200 sieve Sands: 50% or more of coarse Gravels: More than 50% of coarse fraction retained on No. 4 sieve fraction passes No. 4 sieve Clean Gravels: Less than 5% fines C Cu>_4and 15__Cc_3E GW Cu < 4 and/or 1 > Cc > 3 E GP Gravels with Fines: More than 12% fines ° Fines classify as ML or MH GM Fines classify as CL or CH GC Clean Sands: Less than 5% fines ° Cu>_6and 15Cc53E Cu < 6 and/or 1 > Cc > 3 E Sands with Fines: More than 12% fines ° Fines classify as ML or MH Fines classify as CL or CH SW SP SM SC Fine -Grained Soils: 50% or more passes the No. 200 sieve Silts and Clays: Liquid limit less than 50 Inorganic: PI > 7 and plots on or above "A" line' CL PI < 4 or plots below "A" line ML Organic: Liquid limit - oven dried Liquid limit - not dried < 0.75 OL Silts and Clays: Liquid limit 50 or more Inorganic: PI plots on or above "A" line CH PI plots below "A" line MH Organic: Liquid limit - oven dried Liquid limit - not dried < 0.75 OH Highly organic soils: Primarily organic matter, dark in color, and organic odor PT Group Name B Well -graded gravel F Poorly graded gravel Silty gravel F.c,H Clayey gravel F,c," Well -graded sand 1 Poorly graded sand Silty sand Clayey sand Lean clay KL,M Silt1"'m Organic clay KLM," Organic silt KL,M,o Fat clay KL.M Elastic SiltKL'M Organic clay KL,M,P Organic siltKL,M,o Peat r A Based on the material passing the 3 -inch (75 -mm) sieve B If field sample contained cobbles or boulders, or both, add with cobbles or boulders, or both" to group name. C Gravels with 5 to 12% fines require dual symbols: GW -GM well -graded gravel with silt, GW -GC well -graded gravel with clay, GP -GM poorly graded gravel with silt, GP -GC poorly graded gravel with clay. ° Sands with 5 to 12% fines require dual symbols: SW -SM well -graded sand with silt, SW -SC well -graded sand with clay, SP -SM poorly graded sand with silt, SP -SC poorly graded sand with clay (D30 )2 E Cu = D60D10 CC - D10 x D60 F If soil contains >_ 15% sand, add "with sand" to group name. ° If fines classify as CL -ML, use dual symbol GC -GM, or SC -SM. " If fines are organic, add "with organic fines" to group name. If soil contains >_ 15% gravel, add "with gravel" to group name. If Atterberg limits plot in shaded area, soil is a CL -ML, silty clay. K If soil contains 15 to 29% plus No. 200, add "with sand" or "with gravel," whichever is predominant. L If soil contains >_ 30% plus No. 200 predominantly sand, add "sandy" to group name. M If soil contains >_ 30% plus No. 200, predominantly gravel, add "gravelly" to group name. " PI >_ 4 and plots on or above "A" line. o PI < 4 or plots below "A" line. P PI plots on or above "A" line. ° PI plots below "A" line. PLASTICITY INDEX (PI) 60 50 40 30 20 10 7 4 0 For classification of fine-grained soils and fine-grained fraction .—of coarse-grained soils Equation of "A" - line Horizontal at PI=4 to LL=25.5. then PI=0.73 (LL -20) Equation of "U" - line Vertical at LL=16 to PI=7, — then PI=0.9 (LL -8) o' Ct' I MH or OH CL AML ML or OL 0 10 16 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT (LL) lrerracon Exhibit C-2 0 a 0 D March 07, 2018 City of Tukwila Department of Community Development VANESSA MASELL 355 UNION BLVD - SUITE 301 LAKEWOOD, CO 80228 RE: Correction Letter # 1, Revision #2 DEVELOPMENT Permit Application Number D17-0217 FLOOR & DECOR - 17651 SOUTHCENTER PKWY Dear VANESSA MASELL, 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: FIRE - R DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • Based on the latest information that has come to light, the following corrections are needed for this project: 1) The wall hydrant on the SW side (backside) of the building is in very poor condition and obviously has not been maintained. A standard fire hydrant needs to be installed at roughly the same location. 2) Removing the PIV at the vault will result in Ashley Furniture not having a required exterior indicating valve (PIV, WIV) for their fire sprinkler risers. A PIV or WIV will need to be installed for each Ashley Furniture sprinkler riser along with an exterior weatherproof bell/strobe. 3) All exterior indicating valves will need to be electrically supervised by the buildings' fire alarm system and protected from potential damage from vehicular impact as necessary. 4) A fire department connection (FDC) is required to serve each sprinkler riser in Ashley Furniture. 5) A total of 3 wall indicating valves (WIV) shall be installed for the 3 sprinkler risers in Floor & Decor. 6) All fire appurtenances installations shall conform to City of Tukwila standards. 7) Please show the entire fire loop water line for the site on the revised drawing. PLANNING - R DEPARTMENT: Minnie Dhaliwal at 206-431-3685 if you have questions regarding these comments. • Please provide a reconnaissance study from a wetland/watercourse biologist that the area around illegal dumping/around southeast corner of the building is not regulated under the city's sensitive areas ordinance. If the proposed addition is within the buffer of a regulated sensitive area, then it must comply with TMC 18.45. A special permission application is required for a buffer reduction request. PW - R DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • Prior to Public Works approval the following review comments from our NPDES Inspector, Mr. Russell Betteridge, (206) 713-1793 russell.betteridge@tukwilawa.gov need to be addressed. 1. I responded to an illegal dumping at the subject site (photo 422,423) where an unknown party dumped refuse from a restaurant tenant improvement. Waste items included a walk-in refrigerator, seating area material, neon U signs, and lighting. Photo IMG_0825 shows an open depression drainage area that was cleaned up. Pea gravel was placed over the affected area to trap the smaller wastes (Styrofoam), to prevent debris from entering the creek drainage via the open depression (brown circle area). 2. Photo IMG 1046 shows the existing storm pipe location, along with an open depression drainage and storm system as field verified with Mr. Paul Hockersmith, Superintendent, Horizon Retail Construction, Inc. 3. Show and label on a Civil plan the existing grading and drainage system. The connection (currently buried) shall be a designed structure to allow for maintenance of the slope toe drain (shown in green, west of building in image below). Your plans should also be corrected to show the actual field conditions of the drainage system in the loading dock area where a structure is planned to connect to a pipe shown as existing (highlighted yellow) that does not exist in the field. 4. Revised Civil plans shall be designed, stamped, & signed by a Washington State Licensed Professional Engineer. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that three (3) 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)433-7165. Sincerely, j1AAflJ I Rachelle ipley Permit Technician File No. D17-0217 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 1505 WESTLAKE AVE. N. SUITE 305 SEATTLE, WA 98109 February 27, 2018 City of Tukwila 6300 Southcenter Boulevard, #100 Tukwila, WA 98188 T 022.9510 F 206.522.8344 W W W. PACLAN D.COM at k Subject: Tukwila Floor & Decor (D17-0217) — Revision #2 Summary (version 2) This comment response letter addresses modifications to civil plans made as part of D17-0217 Revision #2. Sheet D-1.0 Removal of existing riser line and wall -mounted hydrant on south side of the building. Revision per direction from Al Metzler (Tukwila Fire). Fire loop now shown per available information along the west and south sides of the site. Revision per direction from Al Metzler (Tukwila Fire). Sheet C-2.0 - Information added regarding existing storm drainage infrastructure along the rear of the site and near the SE corner of the building. Revision per Russell Betteridge (Tukwila NPDES Inspector). Sheet C-3.0 Addition of wall -mounted PIVs and FDCs. Revision per direction from Al Metzler (Tukwila Fire). Addition of external hydrant at rear of building to replace removed wall hydrant. Revision per direction from Al Metzler (Tukwila Fire). Modification of water line improvements at SE corner of building to reflect reconnection of water loop running behind the rear of the building. Sheet C-7.0 - Addition of fire hydrant and water valve details. If you have any comments or questions regarding the above responses or the submitted materials, please feel free to contact us at (206) 522-9510. Thank you. Sincerely, Luke Randles, P.E. ,ORRECTION RECEIVED CITY OF TU W L\ CITY OF TUKWILA MAR 1 4 2018. PERMIT CENTER RECEiVE REVISION Nal—. 13111 FE 7 2218 MIT CENTER Wetlancls Northwest LLC March 12, 2018 Sake H. Reindersma 5450 E. High Street, Suite 200 Phoenix, AZ 85054 Re: King County Tax Parcel 352309088 17651 Southcenter Parkway Excavated Catch Basin Dear Mr. Reindersma, Following my site visit on March 9, 2018 I have determined that there are no wetland or stream critical areas near the excavated area of the buried catch basin at the south corner of the building (see Figure 1 attached sketch and Photo 1). The buried catch basin is part of stormwater system conveying drainage from the hillside north of S 178th street. The conveyance system also captures surface flow from approximately 525 feet to the northwest. These streams are also inventoried by the City and shown in Figure 1 along the hillside and at the toe of the slope. Surrouning the excavated catch basin there were no obvious wetland indicators such as standing water or saturated soils. The soils appeared to be historically graded with pea gravel. The laws applicable to critical areas are subject to varying interpretations. The work for this report has conformed to the standard of care employed by professional ecologists in the Puget Sound region. No other representation or warranty, expressed or implied, is made concerning the work or this report. This report is based largely on readily observable conditions and, to a lesser extent, on readily ascertainable conditions. No attempt has been made to determine hidden or concealed conditions. If hidden or concealed conditions arise, the information contained in this report may change based upon those conditions. If you have any questions, feel free to contact me at 206-554-1628. Robert King, PWS Principal ORR€CT1ION LTR# REVISION NO2. RECEIVED CITY OF TUKWILA MAR 1 4 2018 PERMIT CENTER 5218 Ivanhoe PL NE Seattle, WA 98105 206-456-5474 www.wetlandsnw.com DI1- 0211 I ) LJ i 90.Y Photo 1 -'Excavated catch basin Wetlands Northwest LLC Attachments Wetlands Northwest LLC 3 March 2018 c co CO i U U a) L m 4— O c co O U O J a) a) LL o l rj E o o_ d fV v> o Oma' O 3/12/2018, 6:58:37 PM s co c O N O 4 O N o - O O T S' O — O U E. i 2 contours - 5 foot (below 1000 feet) and 10 foot co) ea a> a) a) 0 index contours - 100 foot aty of Tukwila STEWART + REINDERSMA ARCHITECTURE, PLLC. February 9, 2018 The City of Tukwila Department of Community Development Re: Submittal: Delta Five - Submittal Plan Review: D17-0217 Field Revisions/Sewer Ejector Appl icant: Owner: Project Name: Project Add: Stewart Reindersma/SRA Architecture Floor and Decor Floor and Decor Tukwila, WA 17601 S. Center Parkway Tukwila, WA 98188 RECEIVED CITY OF TUKWILA FEB 1 = 2018 PERMIT CENTER Please find attached our revised plans with modifications per owner's request. The revisions have not been reviewed by the Building dept. We are including this narrative to help explain the revisions. These are under Delta 5 Field Revisions and are clouded throughout the revised sheets as listed below. Revisions: At the Loading dock we have modified the existing opening by enlarging one existing 8'-0" wide opening to a 10'-0" wide opening. We have infilled one exterior man door opening near this area and partially infilled an existing 8'-0" wide opening to allow for the new 3'-6" x 3'-6" trash compactor door. The existing concrete building pilasters and interior columns have been carefully field measured to allow for an accurate floor plan. Upon solidifying the floor plan, we incurred revisions by shifting the Main Entry and Customer Pickup areas. The shifting to the left at the main entry and vestibule also incurred a change in door slider size from 16'-0" wide to 12'-0" wide. The exterior application as original proposed, shall remain the same. A l'-0" parapet extension has been added to accommodate a 1'-0" thick rigid insulation to the roof to meet energy code. Also, wall infills at the existing roll up doors have been changed from masonry to metal stud framing with an E.F.I.S. finish. Sewer Ejector and Sewer Ejector Control Panel have been added to the Plumbing and Electrical drawings. Architectural: Sheet G000 — Cover Sheet: REVISION NO. 2- a. Drawing Index was modified to include the Delta 5 — Field Revisions sheets. Sheet A101 - Floor Plan: a. The building footprint has been revised to show the additional square footage. b. Reconfiguration at front entrance, along with key notes. c. Pro Sales entry sliding doors and roll up door have adjusted to meet the field verified pilasters. d. The loading dock walk through opening has been made larger and infilled the existing man door. SRA - Stewart Reindersma Architecture, plIc pl1- 02J1 5450 E. High Street, Phoenix, Arizona 85054 t: (480) 515-5123 t (602) 513-7193 Owner Revisions: No.: D17-0217 City Resubmittal - 2/8/18 - delta 5 February 8, 2018 Page 2 of 3 Sheet A301 - Exterior Elevations West: a. Detail 1/ A301 revised to show entry has been shift to the left. Sheet A302 - Enlarged Front Entrance & Vestibule: a. 1/A303, 2/A303 and 3/A303 was revised to show new entrance configuration. Sheet A303 - Enlarged CUPU Entrance: a. 1/A303 and 2/A303 was revise to show new configuration. Sheet A404 — Wall Sections: a. 2/A404 was revised to show typical parapet extension for all existing parapets. Sheet A503 - Enlarged Dock Plan - Elev: a. The loading dock walk through opening has been made larger and infilled the existing man door. Plumbing: Sheet P100 — Overall Plumbing Plan a. Duplex Sewer Ejector System was added to the Overall Plumbing Plan. b. Plumbing Note #9 was added. Sheet P400 — Plumbing Details a. Detail 4/P400 was added. b. Plumbing Fixture Schedule was updated to include the Sewer Ejector. Electrical: Sheet E002 — Electrical Notes a. Revised Footnoes Sheet El 01 — Floor Power Plan a. Power provided to Duplex Sewer Ejector System. Sheet E102 — Floor Plan - Lighting a. Revised exterior lighting along building face/ Grid N Sheet E601 — Panel Schedules: a. Panel schedule L3 update. Structural: All Structural sheets have been reissued, with any changes clouded and delta'd, in relation to scope outlined in "Revisions:" narrative above. Fire: Sheet FP100 — Fire Protection Plan a. Revised in relation to scope outlined in "Revisions:" narrative above. If you have any questions, please do not hesitate to call us. SRA - Stewart Reindersma Architecture, pllc 5450 E. High Street, Phoenix, Arizona 85054 t: (480) 515-5123 f: (602) 513-7193 Owner Revisions: No.: D17-0217 City Resubmittal - 2/8/18 - delta 5 February 8, 2018 Page 3 of 3 Sincerely, Stewart + Reindersma Architecture, pile Sake Reindersma, AIA Sr. Partner SRA - Stewart Reindersma Architecture, pilo 5450 E. High Street, Phoenix, Arizona 85054 t: (480) 515-5123 f: (602) 513-7193 1505 WESTLAKE AVE. N. SUITE 305 SEATTLE, WA 98109 February 12, 2018 City of Tukwila 6300 Southcenter Boulevard, #100 Tukwila, WA 98188 T522.9510 F 206.522.8344 WWW.PACLAND.COM Subject: Tukwila Floor & Decor (D17-0217) — Revision #2 Summary This comment response letter addresses modifications to civil plans made as part of D17-0217 Revision #2. Sheet D-1.0 Removal of an existing post indicator valve and a fire line entering the building on the north side. (Revisions were required by Tukwila Fire based on post -permit issuance site visit). Sheet C-3.0 - Installation of a new wall -mounted post indicator valve and fire line routed to an existing remote FDC (Revisions were required by Tukwila Fire based on post -permit issuance site visit). - Installation of a grinder pump station and new tee connection to existing sanitary sewer main located on the project property. (Revisions required based on field inspection of existing sanitary sewer service.) If you have any comments or questions regarding the above responses or the submitted materials, please feel free to contact us at (206) 522-9510. Thank you. Sincerely, Luke Randles, P.E. REVISION NO, '. RECEIVED CITY OF TUKWILA FEB 1 3 201 PERMIT CENTER b11-021'1 City of Tukwila Department of Community Development September 15, 2017 VANESSA MASELL 355 UNION BLVD - SUITE 301 LAKEWOOD, CO 80228 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D17-0217 FLOOR & DECOR - 17601 SOUTHCENTER PKWY Dear VANESSA MASELL, 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: PW - PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • PLAN REVIEWER: Contact David McPherson, Development Engineer (206) 431-2448, if you have any questions regarding the following comments. david.mcpherson@tukwilawa.gov 1. Provide a completed Traffic Concurrency Certificate Application as part of this Building permit. Traffic Concurrency Test Fee based on between 70,001 and 90,000 gross floor area (for Retail) is $18,900.00. (see enclosed application) 2. A Transportation Impact Fee applies to this Building permit. Provide a Trip Generation evaluation prepared by a Washington State Licensed Engineer. Calculation of new PM Peak Hour trips to be based on the ITE Trip Generation Manual, 9th Edition (or) most current edition. 3. Provide a completed Public Works permit fee estimate sheet as part of this Building permit. For Public Works activities only including — erosion control, water line removal & replacement, storm drainage system removal & replacement, modular wetland, and trench drain. Provide an Engineer's Estimate for Public Works activities — if available. (See Public Works fee estimate sheet — Bulletin A2 — enclosed) 4. Complete and provide a Non -Residential Sewer Use Certificate. (See enclosed) NOTE: If you need assistance in locating a backflow in the field (and/or) have questions regarding backflow testing, please contact Todd Reedy, Water Quality Specialist, Tukwila Water Department — Minkler Shops, directly at (206) 571-6309. Todd.Reedy@TuwilaWA.gov Senior Water & Sanitary Sewer Engineer is Mike Cusick, P.E., (206) 431-2441 Michael.Cusick@TukwilaWA.gov. Senior Surface Water Engineer is Ryan Larson, P.E., (206) 431-2456 Ryan.Larson@TukwilaWA.gov. 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. Q.,,,r14,014r197, R.,,.h.,,.-.l c..;in Is 1nn T..l...,;1 iai i :._ ._._ 1101 00 _ oma-,., _ .- If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D17-0217 A2n11 c,,:.,. urnn r..i,..,:r.. 171....1:..,....._ no7oo nr__. _ -)nz- 4„ 9r -7f _ .-__ ., 1 ,/ OPERMIT COORD COPY 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0217 DATE: 06/01/18 PROJECT NAME: FLOOR & DECOR SITE ADDRESS: 17651 SOUTHCENTER PKWY Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X .. Revision # 4 after Permit Issued DEPARTMENTS: Building Division Public Works AK 9- (e--5-10 Fire Prevention Structural ts Nib 194018 Planning Division Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 06/05/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07/03/18 Approved Approved with Conditions Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 0PERMIT COORD COPY � PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0217 DATE: 03/27/18 PROJECT NAME: FLOOR & DECOR SITE ADDRESS: 17651 SOUTHCENTER PKWY Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 3 after Permit Issued DEPARTMENTS: , T AVA-- 3-3018 Building Division atiAT 004 ciWorks /114 Fire Prevention Structural titb /J 1 Planning Division ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 03/27/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/24/18 Approved t Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW 0 Staff Initials: 12/18/2013 OPERMIT COORS COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0217 DATE: 03/14/18 PROJECT NAME: FLOOR & DECOR SITE ADDRESS: 17651 SOUTHCENTER PKWY Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 REV #2 Revision # after Permit Issued DEPARTMENTS: Building Division br\ Public Works 1‘161 �-w c, s 3- - g 21 Fire Prevention Structural NA 1) AP Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 03/15/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/12/18 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: !Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 CPERMIt COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0217 DATE: 02/14/18 PROJECT NAME: FLOOR & DECOR SITE ADDRESS: 17651 SOUTHCENTER PKWY Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 2 after Permit Issued DEPARTMENTS: A -y ?-6-10 Building Division NI '1 C(J41 or2-0 ks '' Pr�n cum VI) Fire Prevention Structural OP coir /2I� Planning Division ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 02/15/18 Structural Review Required REVIEWERcS INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 03/15/18 ❑ Approved with Conditions ❑ ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWERcS INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire d Ping (� PW Staff Initials: gR 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0217 DATE: 12/27/17 PROJECT NAME: FLOOR & DECOR SITE ADDRESS: 17601 SOUTHCENTER PKWY _ Original Plan Submittal Response to Correction Letter # Revision # X Revision # before Permit Issued after Permit Issued DEPARTMENTS: utlding Divisi n Pubbhc1Works 1)27 k -M 1114. - Fire Prevention Structural Ji Of -n I u g Plannin Divisio ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 12/28/17 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 01/25/18 Approved Corrections Required ❑ Approved with Conditions n ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: `Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 q'ERMIT COORD COPY d PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0217 DATE: 09/28/17 PROJECT NAME: FLOOR & DECOR SITE ADDRESS 17601 SOUTHCENTER PKWY Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division Public Wo s iM° 11 Fire Prevention Structural Planning Division ❑ Permit Coordinator El PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 09/28/17 Structural Review Required DATE: El APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 10/26/17 n Approved with Conditions n ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW 111 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0217 DATE: 08/11/17 PROJECT NAME: FLOOR & DECOR SITE ADDRESS: 17601 SOUTHCENTER PKWY X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 1\-JC� �6 Building Division Pu 1DWorQ 1111 APi C' g- I7 ,AUC q -17 Fire Prevention Planning Division IN Structural nPermit Coordinator III PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 08/15/17 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required n (corrections entered in Reviews) Notation: "11 `IA4 1 Denied (ie: Zoning Issues) DUE DATE: 09/12/17 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: q-6-17 Bldg ❑ Fire ❑ Ping 0 PW Staff Initials: w�? 12/18/2013 PROJECT NAME: i" oor Roo( SITE ADDRESS: 111001 (0141G OV 0=1 PERMIT NO: P i -O--1� ORIGINAL ISSUE DATE: 10110 \ i'l REVISI N LSG REVISION fO. DATE RECEIVED STAFF INITIALS, ISSUED DATE STAFF INITIALS STAFF INIT LS 1 � -h / J _ �� gg 4 , /W7 1'l ' Summary of Revision V o `'C cel oI(1� �DLi�-1r`10' X71 1� ��:_ i G 0/ "AY'� 7 .ec - o jYe 1 AA or zing -I. ../ I . i �. Received by:, REVISION O. DATE RECEIVED Summary of Revision: A, CA/1 Ana. STAFF IN a , IALS 0111V1 ISSUED DATE aa(i, roof- p STAFF INI�'IALS (P Please rint - REVISION NO.` DATE RECEIVED STAFF I, /IALS ISSUED DATE STAFF IN�LS STAFF INIT LS -h / J _ �� gg 4 , /W7 1'l ' # / • 1 ej1 Su m. f Revisio : Tarammilm 1 I ,k(1 � 1/t60, MY\ OV , VI a Received by` .J P o i 41 /e c%.e,2,Sye (./ (please print) REVISION DATE / [ RECEIVED ISSUED DATE STAFF IN�LS ISSUED DATE STAFF INITIALS ANO. �f Sum ary of Revision: C,/ f7 f / ej1 f U iv►Y1A llnb A 1 tQ' ,k(1 � 1/t60, MY\ OV , VI a lA P o i 41 p i 1147111 -CA -A Receivedbyft'>r'p� (6- ple se print) REVISION NO. DATE RECEIVE'I 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: 05/29/2018 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. Response to incomplete Letter # Plan Check/Permit Number: D17-0217 ❑ Response to orrection Letter # ❑ Revision # after Permit is Issued ❑X Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Floor & Decor Project Address: 17651 Southcenter Parkway Contact Person: Luke Randles (PACLAND) Phone Number: (206) 522-9510 Summary of Revision: A catch basin initially identified for removal was found to be receiving roof drainage. Per correspondence with the contractor, the catch basin has been left in place, with the rim elevation adjusted to finished grade and a solid top installed. The catch basin was then connected via a new 8" pipe to a new downstream catch basin. As conveyed by the contractor, the City inspector supported this solution and the work has already been performed, but the inspector requested that a revision submittal be made to the City as well. Sheet Number(s): C-2.0 "Cloud" or highlight all areas of revision including date of revision n /14 Received at the City of Tukwila Permit Center by:/v/-J'� V Entered in TRAKiT on X29/ o/8r W: „Permit Center\Templates \Forms;Revision Submittal Porm.doc Revised: August 2015 Date: 03/21/2018 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: hap: %'',A,W :. 3'uL iLzll`.1.gtty REVISION SUBMITTAL 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: D17-0217 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued O Revision requested by a City Building Inspector or Plans Examiner (3rd Revision) ❑ Deferred Submittal # Project Name: Floor & Decor Project Address: 17651 Southcenter Parkway Contact Person: Luke Randles (PACLAND) Phone Number: (206) 522-9510 Summary of Revision: Modification to existing catch basin rim elevation and installation of new beehive grate. Additional survey information shown. RECEIVED CITY OF TUKWILA MAR 2 1 2018 PERMIT CENTER Sheet Number(s): C-2.0 "Cloud" or highlight all areas of revision includin dat of r isio Received at the City of Tukwila Permit Center by: Ni Entered in TRAKiT on 41 21 W:',Permit Center\Templates\Forms\Recision Submittal Form.doc Revised: August 2015 0 City of Tukwila Department of Community Development -� 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Date: 02/27/2018 O REVISION SUBMITTAL 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: D17-0217 ❑ .Response to Incomplete Letter # Response to Correction Letter # 1 gev . Revision # after Permit is Issued - ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Floor & Decor Project Address: 17651 Southcenter Parkway Contact Person: Luke Randles (PACLAND) Phone Number: (206) 522-9510 Summary of Revision: See attached sheet for summary of revisions included in this submittal. RECEIVED F TUKW LA RECEIVED/ MAR 1 4 2018 of TUKWILA PERMIT CENTER FEB/2'1. 2018 MIT CENTER Sheet Number(s): 0-1.0, C-2.0, C-3.0, C-7.0 "Cloud" or highlight all areas of revision including at of evisio Received at the Cityof Tukwila Permit Center by: l/I✓ /�� / I1A7) [r. Entered in TRAKiT on \V111(6. W:\Permit Center\Templates\Forms\Revision Submillal Form.doc Revised: August 2015 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. Date: 02/09/2018 Plan Check/Permit Number: D17-0217 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # x❑ Revision # 2 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Floor and Decor Project Address: 17601 South Center Parkway Contact Person: Vanessa Masell Phone Number: 720-445-4387 Summary of Revision: See attached RECEIVED CITY OF TUKWILA FEB !32018 PERMIT CENTER Sheet Number(s): See attached "Cloud" or highlight all areas of revision including date of revision Pril Received at the City of Tukwila Permit Center by: Entered in TRAKiT on Y:\Floor & Decor\Tukwila, WA\Construction\Permits\Approved Permit Revisions\Revision Submittal Form (002).doc Revised: August 2015 Date: 12/26/2017 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: PAW a@ -P-6- ( 7- 0d, 1 7 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑X Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Floor & Decor RECEIVED DEC 2 6 2017 TUKWILA PUBLIC WORKS Project Address: 17601 Southcenter Parkway Contact Person: Luke Randles (PACLAND) Phone Number: (206) 522-9510 Summary of Revision: Minor modifications to parking lot to provide additional parking spaces to meet landlord/tenant needs. Sheet Number(s): D-1.0, C-1.0, C-2.0, and C-3.0 (background only) "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: EEntered in TRAKiT on /r7��9-(47 W:\Permit Center\Templates\Forms\Revision Submittal Formdoc Revised: August 2015 Date: 09/26/2017 o d City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: ❑ Response to Incomplete Letter # tt1 b')l'1 RECEIVED El Response to Correction Letter # 1 CITY OF TU K W I LA ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Floor & Decor SEP 2 6 2017 PERMIT CENTER Project Address: 17601 Southcenter Pkwy. Contact Person: Vanessa Masell Phone Number: 720-445-4387 Summary of Revision: The items listed below are in response to the Comment Letter dated 9/15/2017 1. A Completed Traffic Concurrency Certificate Application is included in this revision submittal packet The Traffic Concurrency Test Fee of $18,900 will be submitted once all fees are accessed 2. A Trip Generation Evaluation was provided to Mr. David McPherson and was accepted per the attached membAn Impact fee was assessed. We provided a revised methodology for calculating the Impact Fee. Mr. McPherson advised that The City Engineer. Robin. will need to review and provide the Final Impact Fee. We are waiting on review and response from Robin. The Traffic Impact Fee will be paid once determined by City Engineer. 3. A completed Public Works Permit Fee Estimate Sheet is included in this revision submittal packet 4. A completed Non -Residential Sewer Use Certificate is include in this revision submittal Sheet Number(s): NA "Cloud" or highlight all areas of revision including dae o revision Received at the City of Tukwila Permit Center by: Nil Entered in TRAKiT on W:\Permit Center \Templates\Forms\Revision Submittal Form.doc Revised: August 2015 0 Non -Residential Sewer Use Certification Sewage Treatment Capacity Charge To be completed for all new sewer connections, reconnections or change of use of existing connections. Please Print or 'Type 17651 Southcenter Parkway Property Street Address Tukwila Ciathy Green WA State 98188 ZIP Owner's Name 180 N. Stetson Suite 3240 Owner's Mailing Address Chicago IL 60601 c512-565-9943 State ZIP Owner's Phone Number including Area Code 480-515-5123 (SRA Architect for Fixture Unit confirmation) Property Contact Phone Number including Area Code Same as Owner Party to be Billed (if different from owner) Address City State ZIP A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 2 2 Hose blbb (interior) 2.5 2.5 3 7 . 5 Clothes washer or laundry tub 4 2 Sink, bar or lavatory 2 1 4 8 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 1 3 Sink, other (service) 3 1.5 2 6 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 5 2 5 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 8 3 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE 51.5 CORR€CT1 Total Fixture Units _ 2. 57 5 RCEL T R 20 0 King County Department of Natural Resources and Parks Wastewater Treatment Division For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # 3523049087 Subdivision Name NA Lot # Subdiv. # Block # Floor and Decor- new tenant Building Name (if applicable) City or Sewer District Tukwila Date of Connection Side Sewer Permit # existing building Please report any demolitions of pre-existing structures on this property. Credit for a demolition may be given under some circumstances. (See King County Code 28,84.050, 0.5) Demolition of pre-existing structure? ❑ Yes ® No Was structure on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date Type of structure demolished Request to apply demolition credit to multiple structures? fl Yes ❑ No B. Other Wastewater Flow • (in addition to Fixture Units identified in Section A) Type of Facility/Process: NA Estimated Wastewater Discharge: Gallons/days SEP 2 6.2017 Residential Customer Equivalents (RCERMIT CENTER 187 gallons per day equals 1.0 RCE RECEIVED it OF TUKWILA Total Discharge (gal/day) _ 187 RCE S. Total Residential Customer Equivalents: 11 (add A & B) A +B Total RCE Pursuant to King County Code 28,84.050, ail sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge Is established annually by the Metropolitan King County Council at a rate per month, per residential customer or residential customer equivalent, for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206-477-5516. I understand that the information given i on this information. I understand that Signature of Owner/Representative rrect. I understand that the capacity charge levied will be based viati etIt in a revised capacity charge. Date V.D7//7 Print Name of Owner/Representative 1s1o_soeow nonres sewar_cep_chg_tose.lndd White - King County Yellow - Local Sewer Agency Pink - Sewer C stomer rn (Rev.10/16) ''ww HORIZON RETAIL CONST INC 1fume Iispanol C'oni,iet Safety & Health Claims & Insurance LWashington State Department of ) Labor & Industries (Search L&I A -Z. Inde' IIeIp Page 1 of 2 My I,�1 Workplace Rights Trades & Licensing HORIZON RETAIL CONST INC Owner or tradesperson Principals HENDERSEN, JON E GUSTIN, ROBERT L HENDERSON, JON E JAWORT, DAN, AGENT Doing business as HORIZON RETAIL CONST INC WA UE3I No 601 483 044 1500 HORIZON DRIVE STURTEVANT, WI 53177 262-638-6000 Business type Corporation Governing persons ROBERT L GUSTIN JON E HENDERSEN; PATRICK J CHRISTENSEN; PAT CHRISTENSON; JON E HENDERSEN; ERIC NIEDEFFER; TOM SCHAEFER; DAN SIUDAK; 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. HORIZRC072N5 Effective — expiration 08/25/1993— 04/15/2019 Bond HANOVER INS CO Bond account no. 1592447 $12,000.00 Received by L&I Effective date 04/15/2002 04/10/2002 Expiration date Until Canceled Insurance Zurich American Ins Co $1,000,000.00 Policy no. 5919211 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601483044&LIC=HORIZRC072N5&SAW= 10/19/2017 HORIZON RETAIL CONST INC Received by L&I 02/23/2017 a Effective date 03/29/2017 Expiration date 03/29/2018 Insurance history Savings ................... _.. No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 861,958-00 ............................... Doing business as HORIZON RETAIL CONSTRUCTION Estimated workers reported Quarter 2 of Year 2017 "4 to 6 Workers" L&I account contact T3 / KENT ANDERSON (360)902-6963 - Email: ANDN235@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 This contractor received a valid strike(s) for violation or infraction for the following L&I law(s). Learn more about contractor strikes. RCW Violation 18.27.200 Description Failure to comply with contractor registration requirements, per RCW 18.27 Contractors not allowed to bid No debarments have been issued against this contractor. Effective Date 9/24/2009 Workplace safety and health No inspections during the previous 6 year period. Page 2 of 2 L 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=601483044&LIC=HORIZRC072N5&SAW= 10/19/2017 E u7 May 25, 2018 — S:\Washington\TUKWILACenterpoint\17601 Southcenter Pkwy\2DWGS\lUFD120G.dwg / 1 / i CB T -I (7481) 25.72 12" CONC IE 21R.59 (NW) 12" CONC IE 21.45 (SE) (46 N. CB T -I (7407) \ 12" CONC IE 22.9525(NW) 12" CONC IE 22. (SE' V-- 8" CONC IE 23u1W; 1 w 7N, CB T -I (7 9) RIM 28.38 12" CONC IE 20. " CONC IE 20.45 E 1/4, NW 1/4, SEC.35, TWP.23N., RGE.4E., W.M. s /FLOW-THROUGH.7' 1 / CURB SCUPPER \ 28.09± s 4?E.94' P 27.91± 427.59' • ADJUST EX STRUC 1JREi (7556) TO GRADE '-8.48 12"" CONC IE 20.59 w' 1." ADS IE 19.93 (N) �/,►L 18" ' `S IE 20.09 (S) 7' 28194 SIG 28.00± 28.17± 427.78' / 1 � 27.54± • 14Ak 44. 7•5t7.• ,46NN GRAPHIC SCALE 30 0 15 30 60 mum 27.37± 26.09k ♦ 1L 26.91f 120 (IxFEET ) 1 inch = 30 ft. 2`376 97.. • 426.76' Know what's below. Call before you dig. 5.98± 25.13 CONSTRUCTION KEY NOTES CONNECT TO EX STORM DRAIN. CONTRACTOR TO FIELD VERIFY INVERT ELEVATION PRIOR TO CONSTRUCTION OF NEW STORM DRAINAGE SYSTEM. © FLOW-THROUGH CURB SCUPPER © CONTRACTOR TO REMOVE EXISTING CATCH BASIN GRATE, RAISE RIM OF CATCH BASIN 1 FOOT TO ELEVATION 24.49, AND INSTALL BEEHIVE GRATE PER DETAIL 1 BELOW TO PREVENT CLOGGING OF GRATE. EXISTING CATCH BASIN RECEIVES SURFACE RUNOFF FROM ADJACENT UNPAVED AREAS AND UPHILL SLOPE, AS WELL AS PIPE FLOW FROM DRAINAGE PIPE TO THE NW © CONTRACTOR TO DETERMINE LOCATION OF EXISTING STORM PIPE PRIOR TO CONSTRUCTION OF WATER LINE; IF NECESSARY FOR CONSTRUCTION OF WATER LINE, CONTRACTOR TO DISCONNECT STORM DRAIN, INSTALL TEMPORARY BYPASS PUMPING TO CONVEY WATER FROM UPSTREAM CB TO EXISTING SYSTEM, AND RE -INSTALL STORM DRAIN UPON COMPLETION OF WATER UNE WORK O CONTRACTOR TO VERIFY LOCATION OF EXISTING PIPE; IF PIPE IS PRESENT, CONTRACTOR TO CONNECT TO PROPOSED CB, IF PIPE IS NOT PRESENT, CONTRACTOR TO INSTALL NEW PIPE TO CONNECT NEW CB TO EX CB 9c Qe 426.40' w 26.68± 27.64± \-ks .9± 26.61± ADA STALLS AND LANDING, MAX SLOPE 2% IN ANY DIRECTION 27.13 UEFA EX CB TO REMAIN ADJUST TO GRADE AN -INSTALL SOLID TOP 1 1 1 27.55± CB T -I (7453) RIM 25.46 12" CONC IE 22.18 (N " CONC IE 22.05 (ESE) 8" CONC IE 22.26 (W) N N PAVEMENT FLUSH WITH SIDEWALK PAVEMENT FLUSH WITH SIDEWALK i CBT -I(' RIM 25.4 12" CONC 12" CONC 1 ASHLEY FURNITURE 65,219 SF USABLE AREA 58 .E 1 j SF FLOOR AND DECOR GROSS AREA = = ,784 SF USABLE AREA = 86,337 SF CB T-1 RIM 25. <, 12" CMP 12" CMP 1 1 1 LOCATE PAIN -‚4 �%IIUI WEVES 1 252 LF ® 0.08% 274 LF ® 0.36% ,c(z CONCRETE BLOCK RETAINING WALL CONCRETE BLOCK RETAINING WALL O▪ e 9)0-\;,oy �ssr%tib 1 to Ir { SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical ❑ Electrical ❑ Plumbing ❑ Gas Piping City of Tukwila Bl ILOiNG DIVISION For off -roadway con traction: These castings are suitable for use at Io ±.points of t frri all sides. LEGEND EX. CONTOUR PROPOSED CONTOUR STORM DRAIN PIPE SPOT ELEVATION (TP UNLESS OTHERWISE NOTED) DESIGN PAVEMENT SLOPE TYPE 1 CB AREA DRAIN WATER QUALITY STRUCTURE 8'X8' MODULAR WETLAND SYSTEM WATER PIPE BEND WITH THRUST BLOCK RETAINING WALL (SEE ARCH. PLANS) ------XX- XX SD XX.XX X.X% 0 0 EARTHWORK QUANTITIES EARTHWORK VOLUMES SHOWN BELOW REPRESENT THE DIFFERENCE BETWEEN FINISHED AND EXISTING GRADE SURFACES WITH NO ADJUSTMENTS MADE FOR SURFACE PREPARATION REQUIREMENTS OR SUBGRADES. THE VOLUMES ARE APPROXIMATE ONLY, AND ARE NOT TO BE USED FOR BIDDING PURPOSES. CUT: 10 CY FILL: 930 CY NET: 920 CY REVISIONS No changes shalt be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. I rge glad and will dram a SL ial voIulme of surface R-4345 Cata9og Number Grate Overall Grate Top Size 24 e Overall 8.6 Height Grate Height: Frame -4345 26x26 12.x12 6-1/4 BEEHIVE GRATE FILE NTS STRUCTURE TABLE TYPE RIM IE IN IE OUT 0 TYPE 1 CB* 25.46 21.04 21.04 0 AREA DRAIN* 25.38 21.09 21.09 O MODULAR WETLAND RIM=25.24 FL=24.74 21.11 0 TYPE 1 CB* 25.15 21.42 21.42 O TRENCH DRAIN 23.55 21.80 PIPE TABLE DIA (IN) L (FT) (SLOPE (FT/FT) MATERIAL 11 NOT USED F21 12 11 0.005 HDPE 12 3 0.005 HDPE 12- 15 0.020 HDPE n 12 19 0.020 HDPE NOTE: ASTERISK DENOTES SOLID LID; ALL OTHER CATCH BASINS SHALL HAVE OPEN GRATES REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 0 2018 City of Tukwila BUILDING DIVISION REVISION N0� *FOR GRADING, DRAINAGE AND CITY OF TUKWILA NOTES SEE SHEET CV -1.1 MAY 2 9 2010 Community Development 1 11/26/2017 PACLAND PARKING REVISIONS 2 02/27/2018 PACLAND WATER AND SEWER REVISIONS 3 03/21/2018 PACLAND CATCH BASIN REVISION 4 05/25/2018 PACLAND STORM DRAIN MODIFICATIONS LRR LRR 05/25/2018 PERMIT WFF 10-298-006 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 WWW.PACLAND.COM FLOOR AND DECOR 17661 SOUTHCENTER PARKWAY TUKWILA, WA C-2.0 , , wl N 0 N z I-- hh, CB T -I (7) RIM 28.38 .� 12" CONC IE 20.E " CONC IE 20.45 427.45' oo i CB T -I (7481) 25.72 12" CONC IE 218.59 (NW) 12" CONC IE 21 45 (SE) 046 /FLOW-THROUGH.7' / CURB SCUPPER \ 28.09± / 27.91± ?E 28.52±.8 s E 1/4, NW 1/4, SEC.35, TVVP.23N., RGE.4E., W.M. GRAPHIC SCALE 30 0 15 30 60 IIIII ADJUSTEX STRUCTURE' (7556) TO GRADE '--8.48 12' CONC IE 20.59 Vv, 0 ,O,, _ 1 ADS IE 19.93 (N) 18" S IE 20.09 (S) • 7' 28V SIG 27 28.11± 28.00± 28.17± / 427.78' 14NN 120 ( IN FEET) 1 inch = 30 ft. kk A • y •St7� P 427.59' 27.54± 27.37± Know what's below. Call before you dig. CONSTRUCTION KEY NOTES QA CONNECT TO EX STORM DRAIN. CONTRACTOR TO FIELD VERIFY INVERT ELEVATION PRIOR TO CONSTRUCTION OF NEW STORM DRAINAGE SYSTEM. FLOW-THROUGH CURB SCUPPER © CONTRACTOR TO REMOVE EXISTING CATCH BASIN GRATE, RAISE RIM OF CATCH BASIN 1 FOOT TO ELEVATION 24.49, AND INSTALL BEEHIVE GRATE PER DETAIL 1 BELOW TO PREVENT CLOGGING OF GRATE. EXISTING CATCH BASIN RECEIVES SURFACE RUNOFF FROM ADJACENT UNPAVED AREAS AND UPHILL SLOPE, AS WELL AS PIPE FLOW FROM DRAINAGE PIPE TO THE NW 26.09±: 26.91±. 25.9•.± 25.13 426'GSAWCUT LINE/LIMITS OF � PAVEMENT REPLAC MENT_ r v • 24.9 • CB T -I (7407) RIM .70 12" CONC IE 22.9525NW 12" CONC IE 2 8" CONC IE 2 2515 425.06 1 CONTRACTOR TO DETERMINE LOCATION OF EXISTING STORM PIPE PRIOR TO CONSTRUCTION OF WATER LINE; IF .. . NECESSARY FOR CONSTRUCTION OF WATER LINE, CONTRACTOR TO DISCONNECT STORM DRAIN, INSTALL TEMPORARY BYPASS PUMPING TO CONVEY WATER FROM UPSTREAM CB TO EXISTING SYSTEM, AND RE -INSTALL STORM DRAIN UPON COMPLETION OF WATER UNE WORK © CONTRACTOR TO VERIFY LOCATION OF EXISTING PIPE; IF PIPE IS PRESENT, CONTRACTOR TO CONNECT TO PROPOSED CB, IF PIPE IS NOT PRESENT, CONTRACTOR TO INSTALL NEW PIPE TO CONNECT NEW CB TO EX CB 6.17± W Q 426.40' w 26.68± 424.62' 6.61±k 76' Jj ADA STALLS AND LANDING, MAX SLOPE 2% IN ANY DIRECTION 27.13 LEGEND EX. CONTOUR PROPOSED CONTOUR STORM DRAIN PIPE SPOT ELEVATION (TP UNLESS OTHERWISE NOTED) DESIGN PAVEMENT SLOPE TYPE 1 CB AREA DRAIN WATER QUALITY STRUCTURE 8'X8' MODULAR WETLAND SYSTEM WATER PIPE BEND WITH THRUST BLOCK RETAINING WALL (SEE ARCH. PLANS) ------XX----- xx W EARTHWORK QUANTITIES EARTHWORK VOLUMES SHOWN BELOW REPRESENT THE DIFFERENCE BETWEEN FINISHED AND EXISTING GRADE SURFACES WITH NO ADJUSTMENTS MADE FOR SURFACE PREPARATION REQUIREMENTS OR SUBGRADES. THE VOLUMES ARE APPROXIMATE ONLY, AND ARE NOT TO BE USED FOR BIDDING PURPOSES. CUT: 10 CY FILL: 930 CY NET: 920 CY (FILL) REVIEWED FOR CODE COMPLIANCE APPROVED MAY 01 2018 N N N 1 27.60 7.55± CB T -I (7453) RIM 25.46 12" CONC IE 22.18 (N CONC IE 22.05 (ESE) 8" CONC IE 22.26 (W) PAVEMENT FLUSH WITH SIDEWALK ASHLEY FURNITURE 65,219 SF USABLE AREA 58 •=. . gat SF SEPARATE PERMIT REQUIRED FOR: �L.,/M�echanical L7 Electrical Plumbing 62•Gas Piping City of Tukwila BUILD ;tr DIVISION FILE COPY PAVEMENT FLUSH Reit No. U11-0'1 17 WITH SIDEWALK Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By: Date: 5/a City of Tukwila BUILDING DIVISION FLOOR AND D.E.COR GROSS AREA = ,784 SF USABLE AREA = 86,337 SF 26.61± CBT -I( - RIM 25.4' 12" CONC 12" CONC 7r1± 426.36' These castings are suitable f©r. useat low,; veer from all sides. U 426.84' 1 I L. Nr l9{ G. APPROVED 426.62' v CB T -I RIM 12" CMP 12" CMP No changes can be madeto these plans without approval from the Planning Division of DCD `kpproved By:14\ Qkt Wet t Date: ')-'3'I0 . 25.99± 7g5 83± 5.74± REVISIONS No chnges shall be made to the scope of ' cork without prior approval of l Tukwila Bui'ding Division. i NOTE: F : iisions will require a new On submittal and rr:,:y include additional plan review fees. i R LOCATE PAIN 274 LF 0 0.36% CONCRETE BLOCK RETAINING WALL CONCRETE BLOCK RETAINING WALL tk \.- / L' + r 1 O~� ��� ��O��P� 0� 1 8 � N 0 1 11/26/2017 PACLAND ,PARKING REVISIONS 2 02/27/2018 PACLAND WATER AND SEWER REVISIONS 3 03/21/2018 PACLAND CATCH BASIN REVISION LRR LRR WFF 03/21/2018 PERMIT 10-298-006 2). 03/z/he 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 WWW.PACLAND.COM STRUCTURE TABLE # TYPE RIM IE IN IE OUT 01 TYPE 1 CB* 25.46 21.04 21.04 0 AREA DRAIN* 25.38 21.09 21.09 30 MODULAR WETLAND RIM=25.24 FL=24.74 - 21.11 0 TYPE 1 CB* 25.15 21.42 21.42 05 TRENCH DRAIN 23.55 - 21.80 NOTE: ASTERISK DENOTES SOLID LID; ALL OTHER CATCH BASINS SHALL HAVE OPEN GRATES FLOOR AND DECOR 17661 SOUTHCENTER PARKWAY TUKWILA, WA PIPE TABLE # DIA (IN) L (FT) SLOPE (FT/FT) MATERIAL 111 NOT USED C 12 11 0.005 HDPE 12 3 0.005 HDPE 3 15 0.020 HDPE fj12 171 12 19 0.020 HDPE APPROVED MAR 28 2018 ;ity of Tukwila PUBLIC Works obtnex RECEIVED CITY OF TUKWILA 21 2010 t,. -tau PERMIT CENTER *FOR GRADING, DRAINAGE AND CITY OF TUKWILA NOTES SEE SHEET CV 1.1 REVISIONNO1 GRADING AND DRAINAGE PLAN �J/ r- r - 0 c0 U a) S: \Washington\TUKWILA\Centerpoint\17601 Southcenter Pkwy\2DWGS\TUFD120C.dwg / / 0) 0) col wN I 0 M N z 1-- / / / CB T -I 12" CONC IE 21R.5925.72 NW 12" CONC IE 21.4 CB T -I (7 9) RIM 28.38 N. 12" CONC IE 20. CONC IE 20.45 NE 1/4, NW 1/4, SEC.35, TWP.23N., RGE.4E., W.M. 2 FLOW-THROUGH.7' \ CURB SCUPPER \ 27.91± (7556) .48 ONC IE 20.59 (Vv, ADS IE 19.93 (N - S IE 20.09 (S • AtbN• A-1 /42\:)>., GRAPHIC SCALE 30 0 15 30 60 120 ( IN FEET) 1 inch = 30 ft. 27.54± Know what's below. Call before you dig. 27.37± 26.09k 25.98± 5.13 426'GSAWCUT LINE/LIMITS OF PAVEMEN REPLACEMENT_ CB T -I (7407) 12" CONC IE 22 9525NW 12' CONC IE 2 8" C'NC IE 2 J■■■■■■■L �1 1■■■■■■■■■■■:IIMmusuar 71 ■��■;��7�r.1•�r.��� ------ : ■ ■ ■ Q Q� 426.40' w 26.68± 424.62' ADA STALLS AND LANDING, MAX SLOPE 2% IN ANY DIRECTION 27.13 LIEF 26 424.56' 26.45 27.55± CB T -I (7453) RIM 12" CONC IE 22.185 (N6 CONC IE 22.05 (ESE) 8" CONC IE 22.26 (W) PAVEMENT FLUSH WITH SIDEWALK PAVEMENT FLUSH WITH SIDEWALK CB T -I (' RIM 25.4 12" CONC 12" CONC ASHLEY FURNITURE 65,219 SF USABLE AREA 58,944 SF FLOOR AND DECOR GROSS AREA = =,784 SF USABLE AREA = 86,337 SF CB T -I RIM 25. 12" CMP 12" CMP 1) "85 12" C'NCs CNJC 21.16 N, 12"CONC IE21.12W) CONSTRUCTION KEY NOTES QA CONNECT TO EX STORM DRAIN. CONTRACTOR TO FIELD VERIFY INVERT ELEVATION PRIOR TO CONSTRUCTION OF NEW STORM DRAINAGE SYSTEM. ® FLOW-THROUGH CURB SCUPPER LEGEND EX. CONTOUR PROPOSED CONTOUR STORM DRAIN PIPE SPOT ELEVATION (TP UNLESS OTHERWISE NOTED) DESIGN PAVEMENT SLOPE TYPE 1 CB AREA DRAIN WATER QUALITY STRUCTURE 8'X8' MODULAR WETLAND SYSTEM WATER PIPE BEND WITH THRUST BLOCK RETAINING WALL (SEE ARCH. PLANS) ----- -XX - XX SD XX.XX X.X% I■ w EARTHWORK QUANTITIES EARTHWORK VOLUMES SHOWN BELOW REPRESENT THE DIFFERENCE BETWEEN FINISHED AND EXISTING GRADE SURFACES WITH NO ADJUSTMENTS MADE FOR SURFACE PREPARATION REQUIREMENTS OR SUBGRADES. THE VOLUMES ARE APPROXIMATE ONLY, AND ARE NOT TO BE USED FOR BIDDING PURPOSES. CUT: 10 CY FILL: 930 CY NET: 920 CY (FILL) STRUCTURE TABLE # TYPE RIM IE IN IE OUT Qi TYPE 1 CB* 25.46 21.04 21.04 02 AREA DRAIN* 25.38 21.09 21.09 03 MODULAR WETLAND =5.244 RIM4.7 FL2 _ 21.11 04 TYPE 1 CB* 25.15 21.42 21.42 0 TRENCH DRAIN 23.55 - 21.90 NOTE: ASTERISK DENOTES SOLID LID; ALL OTHER CATCH BASINS SHALL HAVE OPEN GRATES PIPE TABLE # DIA (IN) L (FT) SLOPE (FT/FT) MATERIAL L '._ NOT USED Fl 12 11 0.005 HDPE IT 12 3 0.005 HDPE 4 NOT USED 12 24 0.020 HDPE ! `' I *FORGRADING, REVIEWED FOR DRAINAGE AND CITY COMPLIANCE APPROVED OF TUKWILA NOTES SEE SHEET GV-11'1411 JA 0 4 2 18 ityofTukwila©l���DIVISiUt�l.�o 0F T UKVVl Litt E 4,26217 PERMIT CENTER' 1 12/26/2017 PACLAND PARKING REVISIONS LRR LRR 12/26/2017 PERMIT WFF 10-298-006 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 www.PAdaND.coM GRADING AND DRAINAGE PLAN 0-2.0 FLOOR AND DECOR 17661 SOUTHCENTER PARKWAY TUKWILA, WA OUTLETS of AMERICA, INC. STORE # 17601 Southcenter Parkway TUKWILA, WA 98188 FIRE PROTECTION NOTES 1) THE SPACE IS PROTECTED WITH AN AUTOMATIC FIRE PROTECTION SYSTEM (WET SPRINKLERS) CONFORMING TO NFPA 13.1 SYSTEM 2 RISERS) ) 2) THE GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND HYDRAULIC CALCULATIONS FOR REVIEW AND APPROVAL TO THE AUTHORITY HAVING JURISDICTION PRIOR TO ALTERING THE SYSTEM. G.C. TO SUBMIT SPRINKLER DRAWINGS TO TELGIAN FOR REVIEW ALSO. CONTACT DANETTE FLORES AT DFLORES@TELGIAN.COM OR 480.621.5022 PROJECT TEAM ARCHITECT STEWART + REINDERSMA ARCHITECTURE PLLC 5450 E. HIGH STREET, SUITE #200 PHOENIX, AZ 85054 (P) 480-515-5123 STRUCTURAL A.V. SCHWANN & ASSOCIATES 600 E. THOMAS ROAD, SUITE 1 SCOTTSDALE, AZ 85251 (P) 602-265-4331 MECHANICAL / PLUMBING / ELECTRICAL TIGLAS ENGINEERING ASSOCIATES 809 WEST MARYLAND AVENUE PHOENIX, AZ 85013 (P) 602-992-3900 CIVIL PACLAND 1505 WESTLAKE AVE N., SUITE 305 SEATTLE, WA 98109 (P) 206-522-9510 LANDSCAPE PACLAND 1505 WESTLAKE AVE N., SUITE 305 SEATTLE, WA 98109 (P) 206-522-9510 SCOPE OF WORK STATEMENT THE TENANT IS A RETAIL FLOORING PRODUCTS STORE THAT SELLS TILE AND WOOD FLOORING PRODUCTS AND THE ACCESSORIES TO INSTALL THOSE PRODUCTS. UCTS. THE MATERIALS FOR SALE ARE EITHER IN RACK STORAGE OR DISPLAYED ON THE FLOOR ON PALLETS. THE WORK UNDER THIS PERMIT CONSISTS OF TENANT IMPROVEMENTS TO AN EXISTING BUILDING. DEFERRED PERMIT SUBMITTALS 1. FIRE SPRINKLER SYSTEMS: FIRE PROTECTION CONTRACTOR IS TO PROVIDE ENGINEERED DOCUMENTS FOR THE DESIGN OF THE FIRE PROTECTION SYSTEM MODIFICATIONS PER STATE AND LOCAL CODES. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ANY APPLICABLE PERMITS. 2. FIRE ALARM SYSTEMS: FIRE ALARM CONTRACTOR IS TO PROVIDE ENGINEERED DOCUMENTS FOR THE DESIGN OF THE FIRE ALARM SYSTEM MODIFICATIONS PER STATE AND LOCAL CODES. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ANY APPLICABLE PERMITS. 3. EXTERIOR SIGNAGE: EXTERIOR SIGNAGE VENDOR IS TO PROVIDE ENGINEERED DOCUMENTS THAT ARE COORDINATED WITH LANDLORD AND TENANT CRITERIA AND PER LOCAL CODES. VENDOR WILL BE RESPONSIBLE FOR OBTAINING ANY APPLICABLE PERMITS. 4. PRE-ENGINEERED BUILDING CANOPY RESPONSIBLE FOR OBTAINING ALL APPLICABLE PRE-ENGINEERED PERMITS. NATIONAL ACCOUNT VENDORS LIGHTING: & RELOC CED NATIONAL ACCOUNTS SHAWN CAMPBELL shawn.campbell@ced.com PHONE: 678.215.3065 MOOD MEDIA: INTERIOR DOORS/ HARDWARE: DH PACE NATIONAL ACCOUNTS RESTROOMS & DIVISION 1901 E. 119TH ST. BREAKROOM TILE & SECURITY OLATHE, KS 66061 DEVON HUMMEL / ZACH PUPO Devon,Hummel@DHPace.com PH: 816.480.2600 Zach.Pupo@DHPace.com PH: 816.480.2608 ENERGY MANAGEMENT: RESTROOM OFFICE DEPOT ACCESSORIES: 600 NORTH MILITARY TRAIL BOCA RATON, FL 33496 CARLI CASE carli.case@officedepot.com DATA CABLING: NETWORK ENGINEERING TECHNOLOGIES SECURITY PEDESTALS: 3140 DEMING WAY, MIDDLETON, WI 53562 ANDREW HANDELAND andrew.handeland@nettechnology.com FloorandDecore@nettechnology.com P: 608.827.2245 MECHANICAL EQUIPMENT: LOCKERS: FLOOR POLISHING CHECKPOINT FRANK PANEBIANCO frank.panebianco@checkpt.com BOB SERENSON Rserenson@checkpointsystems.mail.onmicrosoft.com 609.413.5515 5700 S. MOPAC EXPRESSWAY (BLDG. D) AUSTIN, TX 78749 MARY MATHERY mary.mathery@moodmedia.com PHONE: 404.395.4031 FLOOR & DECOR 2233 LAKE PARK DR. SUITE 400 SMYRNA, GA 30080 KAYSHEA THOMAS kthomas@flooranddecore.com (0) 404-471-1634 EXT. 3962 ENTOUCH CONTROLS 661 N. PLANO RD., SUITE 323 RICHARDSON, TX 75081 hanna.conrey@entouchcontrols.com charles.mednia@entouchcontrols.com (0) 469.291.9761 LENNOX HOMER UEHLINGER HornerUehlinger@lennoxind.com PHONE: 972.497.6219 ULINE 2575 ULINE DRIVE PLEASANT PRAIRIE, WI 53158 PHONE: 800.925.5510 RETRO PLATE Scott. Maxfield@retroplatesystem.com 801.641.6796 COMPACTOR: SIGNAGE: WIRING SYSTEMS: PTR BALER & COMPACTOR CO. FRED FREER FFreer@PTRCo.com (0) 770.517.1172 (C) 267.977.3442 ID ASSOCIATES, INC 1771 INDUSTRIAL RD. DOTHAN, AL 36303 JILL GRAVATT JGravatt@idassociatesinc.com (0)334.836.1400 x168 D&P CUSTOM LIGHTS / WIRING SYSTEMS / PLUG & PLAY BOXES 900 63RD AVE. NORTH NASHVILLE, TN 37209 NEIL APORTADERA neil@dandpcustom Iights.com (0) 615.350.7800 SLIDERS/ COILING DOORS/ DOCK EQUIP.: ASSA ABLOY ENTRANCE SYSTEMS PEDESTRIAN DOOR SOLUTION 1900 AIRPORT ROAD MONROE, NC 28110 STEPHANIE CORREA 609.249.9528 Stephanie.Correa@assaabloy.com BARN DOOR: RUSTICAHARDWARE.COM 1520 N. MAIN STREET SPRINGVILLE, UT 84663 800.891.8312 CODY THOMAS support@rusticahardware.com FA & BA MONITORING: SAFE: CCTV: ICE MACHINE: VECTOR SECURITY JESSICA DANIEL Jdaniel@vectorsecurity.com 703.468.6100 x51278 BRINKS TIM TREAT / CHRISTINA LACOUR Tim.Treat@brinksinc.com 770.289.2311 Christina.Lacour@brinksinc.com 469.549.6027 VIRTUAL SURVEILLANCE JONATHAN BLACK jblack@vs-us.com 1.866.424.9079 x7126 EASY ICE JEREMY RAMA jrama@easyice.com 1.866. EASY. I CE EXT. 108 CANOPIES: MAPES nationalaccounts@mapes.com CHAD FREEBURGER ChadFreeburger@mapes.com 404.471.1634 SPENCER SAWTELLE ssawtelle@mapes.com pm@mapes.com 888.273.1132 WINDOW COVERING: WINDOW FILM DEPOT 4939 LOWER ROSWELL ROAD SUITE #100B MARIETTA, GA 30068 1.866.933.3456 KRISSY MOSBY krissy@windowfilmdepot.com @o charges shall be made to the scope of work without prior approval of u'!!!fila Building Division. (4,O"i"1) :^ .sc's will require a new plan submittal and may include additional plan review fees. SITE VICINITY MAP L SITE S. 180th St. North INDEXDRAWING 10 9 8 7 6 5 4 3 2 1 0 GENERAL revision date: no.: Resonsibility Matrix (Tukwilla WA) - LANDLORD/ DEVELOPER/OWNER GENERAL CONTRACTOR (G.C.) Floor & Decor respstts�itUlytcfth GENERAL iRAsTORua%salh se note? FURNISH INSTALL FURNISH INSTALL FURNISH INSTALL VENDOR REQUIRED SUBMITTAL REQUIRED REMARKS ITEM /DESCRIPTION 2ND CITY SUBMITTAL - 12/19/17 1ST CITY SUBMITTAL - 08/03/17 G000 G001 G002 CIVIL INDEX SHEET - BTS CODE / LIFE SAFETY PLAN ACCESSIBILITY STANDARDS COVER SHEET GENERAL NOTES DEMOLITION AND ESC PLAN ESC NOTES & DETAILS SITE PLAN GRADING AND DRAINAGE PLAN UTILITY PLAN STORM DRAINAGE DETAILS STORM DRAINAGE DETAILS WATER DETAILS PAVING DETAILS SITE DETAILS X X PARTIAL HEIGHT WALLS AT PRO CENTER PARTIAL HEIGHT WALLS AT DESIGN CENTER AUTOMATIC ENTRANCE DOORS AUTOMATIC INT. VESTIBULE DOOR CONCRETE FLOOR FINISHING OFFICE PACKAGE FLOORING TOILET ROOM FLOORING TOILET ROOM WALL TILE WALL BASE PAINT SUSPENDED AND DRYWALL CEILINGS WOOD BLOCKING TOILET PARTITIONS GRANITE VANITIES GRAB BARS TOILET ROOM MIRRORS HAND DRYER . TOILET TISSUE DISPENSER SANITARY NAPKIN DISPOSAL SOAP DISPENSER HAND SANITIZER DISPENSER HAND TOWEL DISPENSER BUILDING SIGNAGE PYLON / MONUMENT SIGN FACES TRASH COMPACTOR AND CONTAINER COMPACTOR DOOR DOCK LEVELERS AND BUMPERS OVERHEAD DOORS METAL DOOR HOOD DOCK SEALS DOCK LIGHTS OFFICE CASEWORK BREAK ROOM CASEWORK AND CABINETS BREAK ROOM TABLES & CHAIRS BREAK ROOM MICROWAVES BREAK ROOM SINK BREAKROOM LOCKERS CASH SAFE REFRIGERATOR ICE MACHINE PRO AREA COUNTERTOP CUSTOMER PICK UP COMMAND DESK (CUPU) DESIGN CENTER DESK RECEIVING DESK CASHWRAPS / CHECKOUT COUNTERS COFFEE MACHINE/COUNTER INTERIOR DOORS/FRAMES/ HARDWARE EXTERIOR DOORS/FRAMES/HARDWARE X X X X x X X X X X X X X X X X X X X X X )( X X - X X X X x X X X X X X X X X X X* X* X x X X X X X X X* X X X x X X x X X X* X X* X X X X X X X X X X X X X X* X X X x X X X* X X* X X x X X X X X X X X X X X* X X X X X X X X__ X X X X X X X X X X X X X X X X X. X x X X X X X X X X X X X X X X x SEE PLANS FOR WALL TYPES G.C. to COORDINATE W/ASSA ABLOY NAV G.C. to COORDINATE W/ASSA ABLOY NAV G.C. to COORDINATE W/FLOOR POUSHING NAV G.C. to COORDINATE W/F&D COMMERCIAL G.C. to COORDINATE W/F&D COMMERCIAL G.G. to COORDINATE W/F&D COMMERCIAL G.C. TO COORDINATE BLOCKING G.C. TO COORDINATE BLOCKING G.C. TO COORDINATE BLOCKING G.C. TO COORDINATE BLOCKING G.C. TO COORDINATE BLOCKING G.C. TO COORDINATE BLOCKING G.C. TO COORDINATE W/OFFICE DEPOT NAV & PROVIDE BLOCKING G.C. TO COORDINATE W/OFFICE DEPOT NAV & PROVIDE BLOCKING G.C. TO COORDINATE W/OFFICE DEPOT NAV & PROVIDE BLOCKING G.C. TO COORDINATE W/OFFICE DEPOT NAV & PROVIDE BLOCKING G.C. TO COORDINATE W/OFFICE DEPOT NAV & PROVIDE BLOCKING G.C. TO COORDINATE BLOCKING & POWER. F&D PROVIDE & INSTALL SIGN CABINETS AND FACES* UNLESS STATED, SIGN FACES ONLY G.C. TO PROVIDE PWR. & DISCONNECT, COORDINATE W/PTR NAV. F&D TO FURNISH AND INSTALL COMPACTOR EQUIPMENT* LL/DEV to COORDINATE W/PTR NAV G.C. to COORDINATE W/ASSA ABLOY NAV G.C. to COORDINATE W/ASSA ABLOY NAV G.C. to COORDINATE W/ASSA ABLOY NAV G.C. to COORDINATE W/CED NAV G.C. to COORDINATE W/UUNE NAV G.C. to COORDINATE W/BRINKS NAV G.0 TO PROVIDE WATER & POWER G.0 TO PROVIDE WATER & POWER, COORDINATE WITH EASY ICE NAV G.CTO PROVIDE DATA & POWER IN CEILING G.0 TO PROVIDE DATA & POWER IN CEILING G.0 TO PROVIDE DATA & POWER IN CEILING G.0 TO PROVIDE DATA & POWER IN CEILING G.0 TO PROVIDE DATA & POWER IN CEIUNG G.CTO PROVIDE WATER, CONNECTION TO WATER UNE & POWER* G.C. to COORDINATE W/DH PACE G.C. to COORDINATE W/DH PACE , X < s z.' FIRE SPRINKLER SYSTEM FIRE EXTINGUISHERS FIRE ALARM MONITORING MECHANICAL EQUIPMENT (EXHAUSTFANS AND UNIT HEATERS, ETC.) '' RTU & ROOF CURBS AND CURB ADAPTERS ROOFTOP PENETRATIONS, FRAMES, AND STRUCTURAL REINFORCEMENT X X X X X X X X X X X X X X X X<< G.0 TO COORDINATE W/F&D STORE PLANNING DEPARTMENT G.C. to COORDINATE W/VECTOR NAV (PROVIDE1 YEAR MONITORING) G.C. to COORDINATE W/LENNOX NAV INTERIOR LIGHTING AND CONTROLS MODULAR WIRING PLUG AND PLAY BOXES FIRE ALARM TELEPHONE SERVICE AND DEMARC DATA WIRING CCTV POWER POLES ENERGY MANAGEMENT SYSTEM SOUND SYSTEM X X X X X X X X X X k X X X X X X X X X X X X X X X X X X X X G.C. to COORDINATE W/CED NAV G.C. to COORDINATE W/CED NAV G.C. to COORDINATE W/D&P NAV G.C. TO COORDINATE W/LOCAL PROVIDER G.C. to contract with NET G.0 TO PROVIDE PWR., CONDUIT & BOXES COORDINATE W/VIRTUAL NAV G.C. to COORDINATE W/ENTOUCH NAV G.C. to COORDINATE W/MOOD MEDIA NAV ... „"..a 5. ,. .,s ✓,ti u,.., .. „re ,<. .max ,.,. < r., r. , v4 ... � f. a ,C <. .. ... ,..,,.,;- SECURITY SYSTEM ALPHAY SYSTEM X k X X X X G.0 TO PROVIDE CONDUIT & BOXES COORDINATE W/VECTOR NAV G.0 to COORDINATE W/ALPHA NAV T X SITE GRADING/LANDSCAPING PARKING LOT PAVING/STRIPING/SIGNAGE TRUCKWELL COMPACTOR PAD SIDEWALKS CUSTOMER LOAD PAD AND AREA SITE AND PARKING LIGHTING SECURITY LIGHTING LANDSCAPE IRRIGATION X X X X X X X X X X X X X X X X G.C. to COORDINATE W/CED NAV G.C. to COORDINATE W/CED NAV GC to F&I irrigation as needed NATIONAL ACCOUNT VENDORS LIGHTING: & RELOC CED NATIONAL ACCOUNTS SHAWN CAMPBELL shawn.campbell@ced.com PHONE: 678.215.3065 MOOD MEDIA: INTERIOR DOORS/ HARDWARE: DH PACE NATIONAL ACCOUNTS RESTROOMS & DIVISION 1901 E. 119TH ST. BREAKROOM TILE & SECURITY OLATHE, KS 66061 DEVON HUMMEL / ZACH PUPO Devon,Hummel@DHPace.com PH: 816.480.2600 Zach.Pupo@DHPace.com PH: 816.480.2608 ENERGY MANAGEMENT: RESTROOM OFFICE DEPOT ACCESSORIES: 600 NORTH MILITARY TRAIL BOCA RATON, FL 33496 CARLI CASE carli.case@officedepot.com DATA CABLING: NETWORK ENGINEERING TECHNOLOGIES SECURITY PEDESTALS: 3140 DEMING WAY, MIDDLETON, WI 53562 ANDREW HANDELAND andrew.handeland@nettechnology.com FloorandDecore@nettechnology.com P: 608.827.2245 MECHANICAL EQUIPMENT: LOCKERS: FLOOR POLISHING CHECKPOINT FRANK PANEBIANCO frank.panebianco@checkpt.com BOB SERENSON Rserenson@checkpointsystems.mail.onmicrosoft.com 609.413.5515 5700 S. MOPAC EXPRESSWAY (BLDG. D) AUSTIN, TX 78749 MARY MATHERY mary.mathery@moodmedia.com PHONE: 404.395.4031 FLOOR & DECOR 2233 LAKE PARK DR. SUITE 400 SMYRNA, GA 30080 KAYSHEA THOMAS kthomas@flooranddecore.com (0) 404-471-1634 EXT. 3962 ENTOUCH CONTROLS 661 N. PLANO RD., SUITE 323 RICHARDSON, TX 75081 hanna.conrey@entouchcontrols.com charles.mednia@entouchcontrols.com (0) 469.291.9761 LENNOX HOMER UEHLINGER HornerUehlinger@lennoxind.com PHONE: 972.497.6219 ULINE 2575 ULINE DRIVE PLEASANT PRAIRIE, WI 53158 PHONE: 800.925.5510 RETRO PLATE Scott. Maxfield@retroplatesystem.com 801.641.6796 COMPACTOR: SIGNAGE: WIRING SYSTEMS: PTR BALER & COMPACTOR CO. FRED FREER FFreer@PTRCo.com (0) 770.517.1172 (C) 267.977.3442 ID ASSOCIATES, INC 1771 INDUSTRIAL RD. DOTHAN, AL 36303 JILL GRAVATT JGravatt@idassociatesinc.com (0)334.836.1400 x168 D&P CUSTOM LIGHTS / WIRING SYSTEMS / PLUG & PLAY BOXES 900 63RD AVE. NORTH NASHVILLE, TN 37209 NEIL APORTADERA neil@dandpcustom Iights.com (0) 615.350.7800 SLIDERS/ COILING DOORS/ DOCK EQUIP.: ASSA ABLOY ENTRANCE SYSTEMS PEDESTRIAN DOOR SOLUTION 1900 AIRPORT ROAD MONROE, NC 28110 STEPHANIE CORREA 609.249.9528 Stephanie.Correa@assaabloy.com BARN DOOR: RUSTICAHARDWARE.COM 1520 N. MAIN STREET SPRINGVILLE, UT 84663 800.891.8312 CODY THOMAS support@rusticahardware.com FA & BA MONITORING: SAFE: CCTV: ICE MACHINE: VECTOR SECURITY JESSICA DANIEL Jdaniel@vectorsecurity.com 703.468.6100 x51278 BRINKS TIM TREAT / CHRISTINA LACOUR Tim.Treat@brinksinc.com 770.289.2311 Christina.Lacour@brinksinc.com 469.549.6027 VIRTUAL SURVEILLANCE JONATHAN BLACK jblack@vs-us.com 1.866.424.9079 x7126 EASY ICE JEREMY RAMA jrama@easyice.com 1.866. EASY. I CE EXT. 108 CANOPIES: MAPES nationalaccounts@mapes.com CHAD FREEBURGER ChadFreeburger@mapes.com 404.471.1634 SPENCER SAWTELLE ssawtelle@mapes.com pm@mapes.com 888.273.1132 WINDOW COVERING: WINDOW FILM DEPOT 4939 LOWER ROSWELL ROAD SUITE #100B MARIETTA, GA 30068 1.866.933.3456 KRISSY MOSBY krissy@windowfilmdepot.com @o charges shall be made to the scope of work without prior approval of u'!!!fila Building Division. (4,O"i"1) :^ .sc's will require a new plan submittal and may include additional plan review fees. SITE VICINITY MAP L SITE S. 180th St. North INDEXDRAWING 10 9 8 7 6 5 4 3 2 1 0 GENERAL revision date: no.: AOINNER REVISION - - i -- co a, 0 H J 0 - f- - m 7 M 0 J 0 o .- CV 0 FF-- J W - co - oo 7 •cr 0 H H J CI 0 - co N LO 0 ¢- 1 J o - - - 3RD CITY SUBMITTAL - 02/09/18 2ND CITY SUBMITTAL - 12/19/17 1ST CITY SUBMITTAL - 08/03/17 G000 G001 G002 CIVIL INDEX SHEET - BTS CODE / LIFE SAFETY PLAN ACCESSIBILITY STANDARDS COVER SHEET GENERAL NOTES DEMOLITION AND ESC PLAN ESC NOTES & DETAILS SITE PLAN GRADING AND DRAINAGE PLAN UTILITY PLAN STORM DRAINAGE DETAILS STORM DRAINAGE DETAILS WATER DETAILS PAVING DETAILS SITE DETAILS X X X X X X CV -1.0 CV -1.1 D-1.0 D-2.0 C-1.0 C-2.0 C-3.0 C-6.0 C-6.1 C-7.0 C-8.0 C-9.0 LANDSCAPE X X X X X X X X X X X X L-1 LANDSCAPE PLAN L-2 IRRAGATION PLAN PLAN ARCHITECTURAL X X x AD101 DEMOLITION FLOOR PLAN A100 OVERALL SITE PLAN A101 FLOOR PLAN A102 REFLECTED CEILING PLAN A201 ROOF PLAN A202 ROOF DETAILS A301 EXTERIOR ELEVATIONS A302 ENLARGED FRONT ENTRY AREA A303 ENLARGED PRO ENTRY AREA A304 PILASTER / COLUMN DETAILS A401 WALL SECTIONS A402 WALL SECTIONS A403 WALL SECTIONS A404 WALL SECTIONS A501 ENLARGED OFFICE PLAN - ELEV A502 ENLARGED RESTROOM PLAN - ELEV A503 ENLARGED DATA PLAN - ELEV A504 ENLARGEDX DOCK PLAN -ELEV A601 INTERIOR ELEVATIONS A700 PARTITION TYPES A800 DOOR AND FINISH SCHEDULES A801 DOOR DETAILS A900 ENLARGED DESIGN CENTER PLAN F100 MERCHANDISE PLAN STRUCTURAL X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X S1.0 GENERAL STRUCTURAL NOTES S1.1 TYPICAL DETAILS S2.0 FOUNDATION PLAN S2.1 ENLARGED FOUNDATION PLANS S3.0 ROOF FRAMING PLAN S3.1 ENLARGED FRAMING PLANS S4.0 FOUNDATION DETAILS S4.1 FOUNDATION DETAILS S5.0 FRAMING DETAILS MECHANICAL X X X X X X X X X X X X X X X X X X M100 OVERALL MECHANICAL PLAN M200 ENLARGED MECHANICAL PLAN M300 MECHANICAL SPECIFICATIONS M400 MECHANICAL DETAILS PLUMBING X X X X X X X X P100 OVERALL PLUMBING PLAN P200 ENLARGED PLUMBING PLANS P300 PLUMBING SPECIFICATIONS P400 PLUMBING DETAILS P500 PLUMBING DETAILS ELECTRICAL X X X X X X X X X X X X X X E002 E003 E101 E102 E103 E104 E401 E501 E601 FIRE ELECTRICAL NOTES ONE LINE DIAGRAM FLOOR PLAN - POWER FLOOR PLAN - LIGHTING FLOOR PLAN - DATA FLOOR PLAN - FIRE ALARM ENLARGED POWER/LIGHTING PLANS EMS DIAGRAM DETAILS AND SCHEDULES PANEL SCHEDULES FIRE PROTECTION PLAN X X X X X X X X X X X X X X X FP100 X X PLANNING APPROVED - No changes .can be madeto these plans without approval from the Planning Division of DCD Approved By: 1 SE ARATE PERMIT REQUIRED FOR: F : t PJiachanical �Eiactrical pL YF tubing ' 3as Piping Oily of Tukwila DIVISION FILE C PY Permit No. 1.t 17-0217 Pian review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted ccda or ordinance. Receipt of approved Field iy and co ditions is acknowledged: By: / �.�.! L wr Date: 4 Air City of Tukwila BUILDING DIVISION REVISION N0. RECEIVED CITY OF TUKWILA FEB 1 3 2018 PERMIT CENTER REVIEWED FOR CODE-tOMPLIA-NCE APPROVED MAR 292(11a sit•' of A X411+, BUILDING DIVISION SAKE REINDERSMA ARCHITECT 5450 E. High Stl t't, /,ice 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.71°3 °3 www.sra360.com U a) *1100 11273 REGISTERED ARCHITECT 7 eelH. REINDERSMA ATE OF WASHINGTON 0 0 a) J c PO 0 op 0 (N (n • rE1 Lt 0 LTJ F-- cz 00 O W LU < CY O Q 0O�' acs LL - I- date: Oci/06/2017 issued for: FOR PERMIT revision date: no.: AOINNER REVISION O8 -28-I1 dFIELD REVISION 02-04-18 job no.: 11-021 sheet title: INDEX SHEET sheet no.: G000 LEGEND GENERAL NOTES REMOVE EX ASPHALT TO FACILITATE CONSTRUCTION OF NEW CURBED LANDSCAPE1-5' ISLANDS, SEE SHEET C-1.0 (TYP) co CB T 1 (7481) 25.72 12" CONC IE 21R.59 (NW) 12" CONC IE 21 45 (SE) 427.47 GRAPHIC SCALE 30 0 15 30 60 it 427.78' PROTECT EX MH FROM DAMAGE SDMH (7556) RIM 28.48 12" CONC IE 20.59 W 1 ADS IE 19.93 (N) 18" ! S IE 20.09 (S) 426.76' /7(.N SQ `/I/ UT, CAP, AND REMOVE EX 12" SD PRIOR TO REMOVAL OF UPSTREAM CH BASINS, SEE SHEET C-2.0 OR "011OS D SD INFORMATION Know what's below. Cali before you dig. REMOVE EX CONCRETE CURB • • CB T -I (7407) 12" CONC IE 22.9525(NW) 12" CONC IE 2 �SE' 8" CONC IE 2,5 u SW: WATER LINE WEST OF THIS LOCATION WAS NOT SURVEYED AS PART OF THIS PROJECT AND IS REPRESENTED BASED ON AVAILABLE INFORMATION REMOVE EX COLUMNS AND CANOPY >/FIRE PROTECTION LINE '10 - BE REMOVED; CUT AND= 4�!�!��`P4,4r'►���+r� ��f� VP 4I1���!�ie�����a�l'r j► > �i'�i�s�i�►ti4$�4 ,,4rwh' �-V�►��� ♦����������s�,,� 1, OVE EX RETAININ �4iia: *EMO X CATCH BAST :►����♦ WALL AND FENCE . -i�l� CB T -I (7453) RIM 25.46 12" CONC IE 22.18 (N) 12" CONC IE 22.05 (ESE) 8" CONC IE 22.26 (W) CONTRACTOR TO COORDINATE WITH NATURAL GAS UTILITY PROVIDER FOR GAS SHUT-OFF AND RELOCATION OF SERVICE METER. CB T -I (7115) RIM .80 12" CONC IE 21.1123(NE 8" CONC IE 21.21 (WSW) STORM DRAIN INLET PROTECTION (TYP) CB RIM 12" 12" COMPOST SOCK ASHLEY FURNITURE 65,219 SF USABLE AREA 58, • :: 4 SF REMOVE EX PARKING LOT STRIPING (TYP) FLOOR AND DECOR =a=,784 SF USABLE AREA 86,337 SF FFE=27.60 Feb 27, 2018 CE RII 12 12 REMOVE EX WHEEL STOP REMOVE EX ASPHALT PAVEMENT REMOVE EX CONCRETE PAVEMENT SAWCUT EX PAVEMENT STORM DRAIN INLET PROTECTION PER WSDOT STANDARD PLAN 1-40.20-00 TEMPORARY CONSTRUCTION FENCE COMPOST SOCK SAWCUT LINES SHOWN ON D-1.0 AND C-1.0 ARE FOR REFERENCE ONLY. CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT AS NECESSARY TO INSTALL NEW CURBS AND TO MATCH EXISTING GRADES. EROSION CONTROL NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT APPLICABLE LOCAL, STATE, AND FEDERAL STANDARDS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR PREVENTING SILT -LADEN RUNOFF FROM DISCHARGING FROM THE PROJECT SITE. FAILURE BY THE CONTRACTOR CAN RESULT IN A FINE. THE DESIGNATED TEMPORARY CONTACT PERSON NOTED ON THIS PLAN MUST BE AVAILABLE FOR CONTACT BY TELEPHONE ON A 24 HOUR BASIS THROUGHOUT CONSTRUCTION AND UNTIL THE PROJECT HAS BEEN COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION. 3. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR FROM THE BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION AND THE SITE IS STABILIZED. 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED AND INSPECTED BY THE LOCAL JURISDICTION PRIOR TO ANY CLEARING OR CONSTRUCTION TAKING PLACE. DURING CONSTRUCTION, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE OWNER AND/OR CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 5. THE EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS PLAN ARE TO BE CONSIDERED ADEQUATE BASIC REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION, DEVIATIONS FROM THIS PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN WATER QUALITY. 6. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR ON A FREQUENT BASIS AND IMMEDIATELY AFTER EACH RAINFALL, AND MAINTAINED AS NECESSARY TO INSURE THEIR CONTINUED FUNCTIONING. ALL SEDIMENT MUST BE REMOVED FROM SILT FENCES, STRAW BALES, SEDIMENT PONDS, ETC. PRIOR TO THE SEDIMENT REACHING 1/2 ITS MAXIMUM POTENTIAL DEPTH. 7. AT NO TIME SHALL CONCRETE, CONCRETE BYPRODUCTS, VEHICLE FLUIDS, PAINT, CHEMICALS, OR OTHER POLLUTING MATTER BE PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT DRAINAGE SYSTEM, OR TO DISCHARGE FROM THE PROJECT SITE. 8. THE CONTRACTOR PERFORMING THE WORK SHALL MAINTAIN A SET OF THE APPROVED CONSTRUCTION DRAWINGS ON SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE WORK TO OBTAIN ALL NECESSARY PERMITS FROM THE LOCAL JURISDICTION PRIOR TO COMMENCING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. 10. THE CONTRACTOR PERFORMING THE WORK SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL AT ALL TIMES DURING CONSTRUCTION ALONGSIDE OR WITHIN ALL PUBLIC ROADWAYS. 11. THE APPROVED "TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN" MUST BE IMPLEMENTED PRIOR TO ANY SITE WORK. SEE THE PLANS AND DETAILS FOR FURTHER INFORMATION. 12. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. 13. MAXIMUM SLOPES SHALL BE 2.5:1 HORIZ:VERT FOR FILL SLOPES, AND 2.5:1 HORIZ:VERT FOR CUT SLOPES. 14. ROCKERIES OR OTHER RETAINING FACILITIES EXCEEDING 4' IN HEIGHT REQUIRE A SEPARATE PERMIT. 15. ALL AREAS DISTURBED DURING CONSTRUCTION WHERE PERMANENT LANDSCAPING WILL NOT BE PROVIDED WITHIN 60 DAYS SHALL BE HYDROSEEDED, OR OTHERWISE STABILIZED, AS REQUIRED. STRAW MULCHING OR PLASTIC SHEETING ARE ACCEPTABLE ALTERNATIVES TO TEMPORARY HYDROSEEDING DURING PERIODS OF LOW GROWTH. 16. ALL AREAS DISTURBED DURING CONSTRUCTION WHERE PERMANENT LANDSCAPING WILL NOT BE PROVIDED WITHIN THE NUMBER OF DAYS SPECIFIED BELOW SHALL BE HYDROSEEDED, OR OTHERWISE STABILIZED, AS REQUIRED. STRAW MULCHING OR PLASTIC SHEETING ARE ACCEPTABLE ALTERNATIVES TO TEMPORARY HYDROSEEDING DURING PERIODS OF LOW GROWTH: DURING THE DRY SEASON (MAY 1 - SEPT. 30): 7 DAYS DURING THE WET SEASON (OCTOBER 1 - APRIL 30): 2 DAYS 17. SLOPE STABILIZATION. CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. ROUGHENED SOIL SURFACES ARE PREFERRED TO SMOOTH SURFACES. INTERCEPTORS SHOULD BE CONSTRUCTED AT THE TOP OF LONG, STEEP SLOPES WHICH HAVE SIGNIFICANT AREAS ABOVE THAT CONTRIBUTE RUNOFF. CONCENTRATED RUNOFF SHOULD NOT BE ALLOWED TO FLOW DOWN THE FACE OF A CUT OR FILL SLOPE UNLESS CONTAINED WITHIN AN ADEQUATE CHANNEL OR PIPE SLOPE DRAIN. WHEREVER A SLOPE FACE CROSSES A WATER SEEPAGE PLANE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHOULD BE PROVIDED. IN ADDITION, SLOPES SHOULD BE STABILIZED IN ACCORDANCE WITH ITEM (17) ABOVE. 18. STORM DRAIN INLET PROTECTION. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 19. DUST ON THE SITE SHALL BE CONTROLLED PER LOCAL JURISDICTIONAL AIR QUALITY REQUIREMENTS. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. PROTECT EX FIRE HYDRANT FROM DAMAGE IF VEHICLE TRACKOUT BECOMES AN ISSUE, MEASURES SUCH AS WHEEL WASH, SHAKER PLATES, OR OTHER APPROVED MEASURES SHALL BE IMPLEMENTED. FIRE PROTECTION LINE TO BE REMOVED; CUT AND CAP AT LOOPED MAIN EX WALL HYDRANT TO BE REMOVED AND REPLACED BY STANDARD FIRE HYDRANT; SEE SHEET C-3.0 FOR LOCATION OF NEW HYDRANT REMOVE EX STAIRS EX WATER LINE TO BE REMOVED, SEE SHEET C-2.0 FOR PROPOSED WATER LINE INFORMATION SOIL AMENDMENT NOTE ALL SOILS IN DISTURBED AREAS THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE MUST BE AMENDED WITH ORGANIC MATTER. AMENDED SOILS MUST MEET THE SPECIFICATIONS OF BMP T5.13, AS A PART OF PERMANENT SITE STABIUZATI • REVIEWED FOR CODE COMPLIANCE .APPROVED MAR 202018 NOT SURVEYED) WATER UNE WEST OF THIS LOCATION WAS _ _ NOT SURVEYED AS PART OF THIS PROJECT,_ AND IS REPRESENTED BASED ON AVAILABLE INFORMATION; CONTRACTOR TO FIELD VERIFY PRIOR TO CONSTRUCTION *FOR CITY OF TUKWI ESC NOTES SEE SHEET CV -1.1 1 11/26/2017 PACLAND 2 02/27/2018 PACLAND PARKING REVISIONS LRR WATER AND SEWER REVISIONS 02/27/2018 PERMIT LRR WFF 10-298-006 , 2% .18 pZ/Z7/r 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 WWW.PACLAND.COM FLOOR AND DECOR 17661 SOUTHCENTER PARKWAY TUKWILA, WA DEMOLITION AND ESC PLAN D-1.0 Feb 27, 2018 , i CB T -I (7481) 12" CONC IE 21R.59 (NW) 12" CONC IE 21 45 (SE) CB T -I (7 9) RIM 28.38 12" CONC IE 20. CONC IE 20.45 E 1/4, NW 1/4, SEC.35, P.23N., RGE.4E., W.M. 427.45'1 a) /FLOW-THROUGH.7' \ / CURB SCUPPER \ 25.72 27.91± 28.52±. 8 P 27.86± 28.09± ADJUST EX STRUCTURE (7556) TO GRADE '8.48 12'CIE20.59(Vv, ADS IE 19.93 (N ONC _ - S IE 20.09 (S GRAPHIC SCALE 30 0 15 30 60 � �-. 120 ( IN FEET ) 1 inch = 30 ft. 7' 28!i SIG 28.11± 427.59' 27.54± 27.37± 26.09± Know what's below. Call before you dig. 426.76' 25.98± 25.13 CB T -I (7407) RIM 25.70 12" CONC IE 22.95 (NW 12" CONC IE 22.BSE 8" CC NC IE 2,5 u1 ; SWC w 426.AWCUT LINE/LIMITS OF PAVEMENT RE' LAC NT_ 16 e 426.40' 26.68± 26.61±„. tel/ -12.7t - 24.9 .15 \ w 25.77± / N 425.66 1 1 1 424.62' Z ADA STALLS AND LANDING, MAX SLOPE 2% IN ANY DIRECTION 7.13 27 47 27.55± CB T -I (7453) RIM 25.46 12" CONC IE 22.18 (N 142" CONC IE 22.05 (ESE) 8" CONC IE 22.26 (W) PAVEMENT FLUSH WITH SIDEWALK PAVEMENT FLUSH WITH SIDEWALK CB T -I (' RIM 25.4' 12" CONC 12" CONC ASHLEY FURNITURE 65,219 SF USABLE AREA 58,944 SF FLOOR AND DECOR GROSS AREA = : ,784 SF USABLE AREA = 86,337 SF CB T -I RIM 25.0 12" CMP 12" CMP 211.16 N 1 1 w D w w w w D SD w D CONSTRUCTION KEY NOTES QA CONNECT TO EX STORM DRAIN. CONTRACTOR TO FIELD VERIFY INVERT ELEVATION PRIOR TO CONSTRUCTION OF NEW STORM DRAINAGE SYSTEM. FLOW-THROUGH CURB SCUPPER O CONTRACTOR TO VERIFY LOCATION AND CONDITION OF EXISTING CATCH BASIN. IF CATCH BASIN IS IN GOOD CONDITION, CONTRACTOR TO ADJUST TO GRADE. IF CATCH BASIN IS DAMAGED, CONTRACTOR TO REPLACE WITH NEW TYPE 1 CB AND CONNECT EXISTING PIPES © CONTRACTOR TO DETERMINE LOCATION OF EXISTING STORM PIPE PRIOR TO CONSTRUCTION OF WATER LINE; IF NECESSARY FOR CONSTRUCTION OF WATER LINE, CONTRACTOR TO DISCONNECT STORM DRAIN, INSTALL TEMPORARY BYPASS PUMPING TO CONVEY WATER FROM UPSTREAM CB TO EXISTING SYSTEM, AND RE -INSTALL STORM DRAIN UPON COMPLETION OF WATER LINE WORK Q CONTRACTOR TO VERIFY LOCATION OF EXISTING PIPE; IF PIPE IS PRESENT, CONTRACTOR TO CONNECT TO PROPOSED CB, IF PIPE IS NOT PRESENT, CONTRACTOR TO INSTALL NEW PIPE TO CONNECT NEW CB TO EX CB LEGEND EX. CONTOUR PROPOSED CONTOUR STORM DRAIN PIPE SPOT ELEVATION (TP UNLESS OTHERWISE NOTED) DESIGN PAVEMENT SLOPE TYPE 1 CB AREA DRAIN WATER QUALITY STRUCTURE 8'X8' MODULAR WETLAND SYSTEM WATER PIPE BEND WITH THRUST BLOCK RETAINING WALL (SEE ARCH. PLANS) X. X% 122 w ICY EARTHWORK QUANTITIES EARTHWORK VOLUMES SHOWN BELOW REPRESENT THE DIFFERENCE BETWEEN FINISHED AND EXISTING GRADE SURFACES WITH NO ADJUSTMENTS MADE FOR SURFACE PREPARATION REQUIREMENTS OR SUBGRADES. THE VOLUMES ARE APPROXIMATE ONLY, AND ARE NOT TO BE USED FOR BIDDING PURPOSES. CUT: 10 CY FILL: 930 CY NET: 920 CY (FILL) STRUCTURE TABLE # TYPE RIM 1E IN IE OUT Q TYPE 1 CB* 25.46 21.04 21.04 0 AREA DRAIN* 25.38 21.09 21.09 Q MODULAR WETLAND RIM=25 24 FL=24.74 - 21.11 O TYPE 1 CB* 25.15 21.42 21.42 Q TRENCH DRAIN 23.55 - 21.80 NOTE: ASTERISK DENOTES SOLID UD; ALL OTHER CATCH BASINS SHALL HAVE OPEN GRATES APPROVED LIAR 16 2018 t.;ify of Tukwila PUBLIC Works REVIEWED FOR CODE -COMPLIANCE APPROVED MAR 2 9 2010 City of `I ` I w le, BUILDING DIVI81O : PIPE TABLE # DIA (IN) L (FT) SLOPE (FT/FT) MATERIAL E NOT USED 1.21 12 11 0.005 HDPE ..F.1...„.12 3 0.005 HDPE 12 15 0.020 HDPE L . 5 12 19 0.020 HDPE RECEIVED CITY OF TUKWILA MAR 1 4 2018 PERMIT CENTER FOR GRADING, DRAINAGE AND CITY (Ay\ OF TUKWILA NOTES SEE SHEET CV -1.1 1 11/26/2017 PACLAND PARKING REVISIONS 2 02/27/2018 PACLAND WATER AND SEWER REVISIONS LRR LRR 02/27/2018 PERMIT WFF 10-298-006 oZ/l74,9 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 WWW.PACLAND.COM FLOOR AND DECOR 17661 SOUTHCENTER PARKWAY GRADING AND DRAINAGE PLAN C-2.0 TUKWILA, WA Feb 27, 2018 — / $ 1 / I N top c.1 I -- i 3-0(/), NN +14NA.NN fl.> (NN, GRAPHIC SCALE 30 15 30 60 OP IN W 120 1 inch = 30 ft. il•s,s/(s7,c Know what's below. Call before you dig. • WATER LINE WEST OF LOCATION WAS NOT SURVEYED AS PART OF NIS PROJECT AND I REPRESENTED BASED ON AVAILABLE INFORMATION, CONTACTOR TO VERIFY PRIOR TO CONSTRUCTION TE CONNECTION TO EX MAIN INSTALL WALL -MOUNTED POST INDICATOR VALVE AND FIRE DEPARTMENT CONNECTION CONTACTOR TO COORDINATE WITH PUGET SOUND ENERGY FOR GAS SERVICE CONNECTION. o 'EFER TO SHEETS P100 AND P400 FOR ADDITIONAL DETAIL RIM=27.20 IE 4" IN=22.18 IE 4" OUT=2,3;66 CONNECT FDC TO NEW 6" LINE EX FIR RELOCAE GAS SERVICE LINE AND MEER (BY OTHERS). CONTRACTOR TO PROVIDE TRENCHING BEDDING, AND BACKFILL PER PUGET SOUND ENERGY REQUIREMENTS. SANITARY SEWER POINT OF CONNECTION, COORDINATE W/ PLUMBING ASHLEY FURNITURE 65,219 SF USABLE AREA FIRE DEPARTMENT CONNECTION LINE POINT OF CONNECTION, COORDINATE W FIRE PROTECTION PLANS FLOOR AND DECOR GROSS AREA = :,784 SF USABLE AREA = 86,337 SF INSTALL WALL -MOUNTED POST INDICATOR VALVE FOR EACH FIRE RISER (3 TOTAL) INSTALL WALL -MOUNTED POST INDICATOR VALVE AND FIRE DEPARRAENT CONNECTION 11 28LF 12" WA 5OLF 11) W EX FIRE HYD ANT TO REMAIN 5OLF 12" WA GENERAL UTILITY NOTES 1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD SPECIFICATIONS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY AXIS SURVEY AND MAPPING, DAED JULY 11, 2017. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY, AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON 'MESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILMES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTIUTY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE 5. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 6. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACED BEFORE INSTALLATION OF PROPOSED UTILITIES. 7. CONTACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 8. MINIMUM WATER AND SANITARY SEWER TENCH WIDTH SHALL BE 2 FEET. 9. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINE (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWWA C-151) (CLASS 50). 11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 13. ALL NECESSARY INSPECTIONS AND/oR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 14. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 15. GAS PIPING SHOWN FOR COORDINATION ONLY. INSTALLATION OF THE GAS MAIN AND METER TO BE ACCOMPUSHED BY UTILITY PROVIDER. WATER NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. ALL CONSTRUCTION/INSTALLATION OF WATER MAINS SHALL BE DONE IN A SAFE, NEAT AND WORKMANLIKE MANNER, AND UNDER SUPERVISION BY UTILITY PROVIDER FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATING AGENCIES MUST BE MET. WATER MAIN PIPE MATERIAL SHALL BE CLASS 52 DUCTILE IRON OR PVC PIPE MEETING LOCAL REQUIREMENTS. POLYETHYLENE WRAP IS REQUIRED ON ALL METALS. AN 18 -INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS ON A MAIN LINE. CLASS 52 DUCTILE IRON MAY BE DIRECT TAPPED FOR 3/4 INCH AND 1 -INCH SIZE SERVICES. SADDLES SHALL BE USED ON ALL TAPS 1-1/4" - 2" DIAMETER IN ANY PUBLIC MAIN. ALL ELBOWS/BENDS ON WATER MAINS SHALL HAVE THRUST BLOCKS. A DEPTH OF 36" FROM FINISHED GRADE TO THE TOP OF THE WATER MAIN IS REQUIRED. PLACING WAER LINES SHALLOWER THAN 36" IS PROHIBITED. ALL NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, AND CHLORINATED BY THE CONTRACTOR, AND INSPECTED BY UTIUTY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. ALL BACKFLOW PREVENTION DEVICES (DOUBLE CHECK BACKFLOW PREVENTORS, REDUCED PRESSURE BACKFLOW PREVENTORS, PRESSURE AND ATMOSPHERIC VACUUM BREAKERS, ETC.) MUST BE APPROVED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. ALL NEW CONNECTIONS TO EXISTING WATER MAINS REQUIRE ISSUANCE OF A PUBLIC WORKS PERMIT AND INSPECTION BY THE CITY OR GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO BACKFIWNG. BACKFLOW PREVENTION DEVICES SHALL BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS. EXTERNAL WATER METER AND BACKFLOW PREVENTION VAULTS SHALL BE GASKETED IN AREAS OF HIGH GROUNDWATER OR NEAR STORMWATER MANAGEMENT FACILMES AS REQUIRED BY II -1E UTILITY PROVIDER, CONTRACTOR TO CONFIRM. CITY OF TUKWILA UTILITY NOTES 1. 2. 3. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIR POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHAII BE 011-IER UNDERGROUND UTILITIES. ADJUST ALL MANHOLES, CATCH BASINS, ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4 -FEET EMENTS. IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM MAR 16 2018 ot Tukwila PUBLIC Works FIRE HYDRANT; CONTRACTOR TO VERIFY NO CONFLICT EXISTS W/ EX SD PRIOR TO CONSTRUCTION cn 1OLF 6" WA WATER 1 S OF THIS LOCATION WAS NOT SURVEYED AS PART OF THIS PROJECT AND IS REPRESENTED BASED ON AVAILABLE INFORMATION; CONTRACTOR TO FIELD VERIFY PRIOR TO CONSTRUCTION LEGEND AND VALVES IN PUBLIC REVIEWED FOR CODE. COMPLIANCE APPROVED RIGHTS-OF-WAY OR EASEMENTS AFTER ASPHALT PAVING. CONSTRUCTION KEY NOTES GAS METER GAS PIPE STORM DRAIN PIPE WATER PIPE BEND WITH THRUST BLOCK SEWER PIPE POST INDICATOR VALVE SD SS FIRE HYDRANT GATE VALVE 0 CONNECT TO EX STORM DRAIN, VERIFY EX IE ® CONNECT TO EX WATER • SAWCUT, REMOVE AND REPLACE EX PAVEMENT AS NEEDED FOR TRENCHING OF NEW WATER LINE 0 1-12n 45' BEND 1 -THRUST BLOCK 0 1-12" 90' BEND 1 -THRUST BLOCK • 1-12"X6" TEE 1 -THRUST BLOCK 2 ® 1-6" 45' BEND 1 -THRUST BLOCK • 1-6" 90' BEND 1-11-IRUST BLOCK • PROPOSED UTILITY CROSSES EXISTING LINE; CONTRACTOR TO VERIFY LOCATION & ELEVATION OF EX UTILITIES PRIOR TO 1-12"X12" TEE 1 -THRUST BLOCK 0 1-12)(6" TEE 1-6" GATE VALVE 1 -THRUST BLOCK 1 11 J26/2017 PACLAND 2 02/27/2018 PACLAND PARKING REVISIONS WATER AND SEWER REVISIONS LRR LRR WFF PERMIT 10-298-006 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 WWW.PACLAND.COM FLOOR AND DECOR 17661 SOUTHCENTER PARKWAY TUKWILA, WA MAR 1 4 2018 PERMIT CENTER UTILITY PLAN C-3.0 Feb 27, 2018 — rn CD I` CV 0 0 CV 0_ a) (-) Ji 0 toi 'o a. a� c a:t 0 cri i PAVEMENT PATCHING (SEE RS -03) TOP OF TRENCH 1.3 X 'DEPTH' (MAX. WIDTH) BACKFILL MIN. 3' & MAX. 6' BEDDING 12" MIN. PIPE OUTER DIA. 4" MIN. OU BOTTOM OF TRENCH NOTE: 1. ALL BACKFILL SHALL BE 5/8" CRUSHED ROCK COMPACTED TO 90% MODIFIED PROCTOR OPTIMUM DENSITY. 2. REFER TO RS -03 FOR PAVEMENT PATCHING. 3. PAVED AREAS: BACKFILL WITH CRUSHED ROCK. 4. UNPAVED AREAS: BACKFILL WITH NATIVE MATERIAL OR CRUSHED ROCK. • NOT TO SCALE • City of Tukwila TRENCH BEDDING AND BACKFILL SHEET: WS -18 REVISION S1: 08.03 LAST REVISION: 04.08 APPROVAL: BOB GIBERSON, CITY ENGINEER TRENCH BEDDING BACKFILL NTS I i A CAPPED CROSS j11s 1 90° BEND THRUST BLOCKING SIZE PIPE SIZE DIA A (ft') C (ft') Dx� (ft 1 E x (ft ) 4" 4 2 1 1 6" 10 5 3 1 8" 18 10 5 2 10" 28 15 8 4 12" 40 22 11 6 14" 55 30 15 8 16" 71 39 20 10 18" 90 49 25 13 20" 111 60 31 15 22" 135 73 37 19 24" 160 87 44 22 28" 218 118 60 30 30" 251 136 69 35 36" 361 195 100 50 42" 491 266 135 68 48" 641 347 177 89 PLUG TEE WI PLUG TEE W/O PLUG NOTES: 1. BEARING AREA OF CONCRETE THRUST -BLOCK BASED ON 250 PSI PRESSURE AND SAFE SOIL BEARING LOAD OF 1000 POUNDS PER SQUARE FOOT. 2. ADJUST BEARING AREA FOR OTHER PIPE SIZES, PRESSURES, AND SOIL CONDITIONS. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM AREA OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING. 4. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATION PRESSURE UNDER ALL CONDITIONS OF SERVICE. 5. HEIGHT OF THRUST BLOCK MUST BE EQUAL TO OR LESS THAN 12 THE DEPTH FROM THE GROUND SURFACE TO THE BLOCK'S BASE. 6. USE GALVANIZED OR ASPHALT -COATED SHEEL, THREADED RODS AND PIPE CLAMPS. 7. REFER TO CHAPTER 7 OF THESE STANDARDS. 45° BEND E 11-1/4° BEND D 22-1/2° BEND • NOT TO SCALE • City of Tukwila BLOCKING (HORIZONTAL) CONCRETE SHEET: WS -12A 1 OF 2 REVISION 31: 08.03 APPROVAL: B. SHELTON CONCRETE THRUST BLOCK NTS • }i c NtV u,e- .- N 7 co co O co to W N M m 0 pp 8 0) 0) E 11.25° LOAD (LD) 617.82 m R o 7 .i N § M m § 7,585.89 4 Of 0) §ry ( r o 1 N 1, N M m 1'e}. 3 v o )O[) 68,092.97 88,937.75 C N `� p .' 0, N0 r w og 135 3 3 N 12 N O J O W m csIN O g N tD cD id V M O -pp 2 h "D �O �0 O r N 0) s O - O O (0 10 CO 24,888.54 ' N r 1') ^) n CO 44,242.74 60,219.28 h N 07 ('4 m (0 M W 135,493.38 �t W d W es C 0 t _ Q V' IGVL'T N 10 O Le �I N O M 0 M 49 p t0 P W A A �p tG N .1 (O - d. 2,410.74 5,424.16 W OA W ; 0. e0- g to N g N 38,571.80 4 A 7 4 o 72,924.82 )O m CO co - m N aM 135,604.00 195,269.76 265,783.83 CO n m sr N_ a to %ch 18 N n8 po 135 218 N M `a) vt CD Q�y LJ] a _" �4 O .v� d0 v i O o 17,817.85 27,840.39 O oo ��p 0 ' N o- 90,202.87 111,361.57 134,747.49 �m 4 d 218,268.67 ID N uoi N v O � COO in '- '4 0, e04 7 0) E s Lel 577.5 to H 577.5 577.5 0 0 577.5 41 oto o in o n 577.5 a � PRESSURE (PSI) 250 E 250 5 5 250 E E E E i3 cE E 250 E i3 E aaa 0.08727 i$ co d o coco A 0 ines 3 o 0.78540 `S 1.39827 J oo n o °° c3 2.63982 5 of 4.27607 4.90875 0) o r; 9.62115 S oi {{�{{a 11 a. is. V (D m o " V- N N N N 4') M V 4 • NOT TO SCALE • City of Tukwila BLOCKING CONCRETE SHEET: WS -12A 2 OF 2 REVISION 51: 08.03 APPROVAL_ B. SHELTON CONCRETE THRUST BLOCK NTS • CURS AND FINISHEDPAVEMENT--. SEE VALVE BOX DETAIL G.RESL.IAt4T WEDGE GATE VALVE NOTES: 1. REFER TO CHAPTER 7 OF THESE STANDARDS. 2.. HYDRANTS EQUAL TO ;MUELLER #A 423 OR CLOW MEDALLION #F-2545 M & H 925- a. HYDRANTS SHALL BE EQUIPPED WITH TWO 2-1/2" N.S.T. HOSE PORTS AND ONE 5' STORM PUMPER DISCHARGE PORT AND SHALL HAVE A:1-1/4' PENTAGON OPEN UFT OPERATING NUT. HYDRANTS SHALL HAVE A 6" M.J. BOTTOM CONNECTION AND 5-1/4 MAIN VALVE OPENING. AND SHALL HAVE 18" ABOVE GRADE LEVEL TO THE CENTER OF THE PUMPER DISCHARGE PONT. 4. HYDRANTS. SHALL CONFORM TO A.W.W.A. SPECIFICATIONS C.502-54, SHALL BE COMPRESSION TYPE N40 SHALL, HAVE A TVVO PIECE, BREAKING FLANGE WITH BREAKMMG THIMBLE AT THE GROUND UNE OR STEM. SHALL HAVE A:SELF-OILING DRY BONNET WITH FACTORY FILLED RESERVOIR HOLDING APPROXIMATELY 8 OUNCES OF OL • OIL RESERVOIRSHALL BE SO DESIGNED AS TO GIVE A COMPLETE LUBRICATION OF STEMS EACH TIME THE. HYDRANT IS OPERATED. THE UPPER STEM SHALL HAVE A BRASS SLEEVE.. 5.. SHACKLE RODS SHALL BE ASPHALT -COATED 5 t ttL OR CORTEN STEEL 6. CITY HYDRANTS BONNET AND PORT CAPS SHALL BE FARWEST DELPHINIUM BLUE SAFETY 257. BARREL SHALL BE FARWEST CASE YELLOW SAFETY X-7-478, 7. PRIVATE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF. FARWEST. CASE YELLOW (I X-3472). 8. WHERE NO CURE AND GUTTER IS INSTALLED. FIRE HYDRANT SHALL BE LOCATED CLOSE TO THE PROPERTY LINE INSIDE THE RIGHT OF WAY OR EASEMENT. INSULT. BOLLARD GUARD POST PER WS -14. 9, HYDRANTS. INSTALLED, RELOCATED OR OTHERWISE WORKED UPON AS A RESULT OFA PROJECT SHAD- BE FRESHLY PAINTED, 16. HYDRA ,; SHALL NOT BE CLOSER THAN 4` TO ANY FIXED OBJECT, WITH THE EXCEPTION OF HYDRANT GUARD PoSTS;PERTMC 1424.03; NOTES: 1. GUARDPOST SHALL BE EITHER CONCRETE FILLED STEELPIPE (MIN. 4. DIA.) OR CONCRETE POST' (MIN. 8 DIA.).; 2.. POSTS SHALL BE AT LEAST 3 FEET FROM THE CENTER OF THE HYDRANT AND SHALL NOT BE IN DIRECT LINE WITH ANY DISCHARGE PORTS; 2-1147 SQUARE INSIDE MEASUREMENT 11S MIN.THICKNESS' _ . ., 3. POSTS` SHALL BE 6. FEET LONG; 3-112 FEET SHALL BE BURIED'; 4:.'PAINTED FINISH SHALL BE FARWEST CASE YELLOW #3472.: NOTES:: 1. EXTENSIONS ARE REQUIRED WHEN THE .VALVE NUT IS. IMMORETHANSFEETBELOW' FINISHED GRADE 2. ONLY ONE EXTENSION, MINIMUM OF, 3- LONG. TO BE USED PER_ VALVE. •3'. ALL EXTENSIONS ARE TO BE MADE OF STEEL AND PAINTED WITH TWO COATS OF METAL PAINT. NO FIELD -FABRICATED EXTENSIONS:: 4. `VALVE BOX COVER SHALL BE LABELED: "WATER.". FIRE HYDRANT ASSEMBLY AND SETTING GUARD POST FIRE HYDRANT GUARD POST VALVE BOX • • ASPHALT CONCRETE OR BITUMINOUS PLANT MIX REPLACEMENT PATCH CUT WITH PNEUMATIC PAVEMENT CUTTER EXISTING ASPHALT PAVEMENT \ 4• �� EXTRA RIGID BASE sir MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CRY DEPTH DETERMINED BY CITY CONCRETE 150% OF EXISTING DEPTH SAW CUT EXISTING CONCRETE PAVEMEM SrMINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CITY TYPICAL PATCH FOR RIGID PAVEMENT ASPHALT CONCRETE OR BITUMINOUS PLANT MIX REPLACEMENT PATCH 150% OF EXISTING DEPTH EXISTING ASPHALT PAVEMENT J 5/8" MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CRY NOTES: TYPICAL PATCH FOR FLEXIBLE PAVEMENT 5/8' MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CRY 1. ALL WORK TO CONFORM TO THE CURRENT WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. A MINIMUM OF A ONE YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING AND OVERLAYS. 3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY BE REQUIRED IN CASES OF RECENT PAVEMENT OVERLAY, OR AS DIRECTED BY CITY ENGINEER. NOT TO SCALE • City of Tukwila PAVEMENT RESTORATION SHEET: RS -03 REVISION s1: 08.03 APPROVAL.: B. SHELTON PAVEMENT RESTORATION NTS APPROVED MAR 16 2010 :;ity of Tukwila PUBLIC Works x%1'1 I REVIEWED FOR CODE COMPLIANCE APPROVED MAR ' Q 2018 City of Tukwila RECEIVED CITY OF TUKWILA MAR 1 4 2018 PERMIT CENTER 1 11/26/2017 PACLAND PARKING REVISIONS 2 02/27/2018 PACLAND WATER AND SEWER REVISIONS LRR LRR 02/27/2018 PERMIT WFF 10-298-006 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 WWW.PACLAND.COM FLOOR AND DECOR 17661 SOUTHCENTER PARKWAY TUKWILA, WA WATER DETAILS IIL(4- 1131111P C-7.0 SM -20N ACROVYN 4000 WALL CONDITION SPECIFIED FASTENER DRILL DIAMETERS C5 PART NUMBER WALL RETAINER STEEL STUD/GYPSUM WALL WOOD STUD/GYPSUM WALL 96 X 1 5/8' BUGLE HEAD SHEET METAL SCREW N/A 1/8 90H079002 job no.: 11-021 AF -6 PLASTIC ANCHOR9011039004 CONCRETE/CONCRETE BLOCK 910 X 1 1/2' PHIWPS PAN HEAD SMS 1/4 9132• 9011789002 CONCRETF/CONCRETE BLOCK END CAP ATTACHMENT 1/8 BUND RIVET90H111002 98 SAE FLAT WASHER STEEL PLATED N/A� 5/3 90H010003 G.W.B. —�{ (BY OTHERS) STEEL STUD (BY OTHERS) 3/8" [9.5mm] REGRIND RETAINER (24U026000) CEILING 1/4" [6.4mm] CAP TOP & BOTTOM #6 X 1 5/8" BUGLE HD SMS 18" [457.2mm] MAX. ACROVYN 4000 COVER (240002x)x) ACROVYN CHAMELEON (24U634xxx) R1/4" [R6.4mm] 3 CORNER GUARD DETAIL SCALE: NTS 1/A504 \ '--�• v I v 1/16" _ [1.6mm] TOP & BOTTOM FLOOR PLAN LEGEND tT CC z �w w= CC cr 1— tw EXISTING WALL NEW MASONRY WALUINFILL NEW STUD WALL j�/////// NEW LOW STUD WALL FLOOR PLAN GENERAL NOTES FLOOR L BASE HGT. T T 3/A301 1. CURING AND HARDENER- SEE SPECIFICATIONS FOR CURING PROCEDURE AND MATERIALS REQUIRED FOR CURING AND HARDENING OF INTERIOR AND EXTERIOR CONCRETE SLABS. 2. CONCRETE SLAB JOINTS- SEE STRUCTURAL DRAWINGS FOR TYPICAL CONCRETE SLAB JOINT LOCATIONS, REINFORCING AND DETAILS FOR THE FOLLOWING: A. ENTRY VESTIBULE B. TRUCK WELL C. SIDEWALK 3. MISCELLANEOUS WOOD BLOCKING- G.C. SHALL PROVIDE ALL NECESSARY F.R.T.WOOD BLOCKING OR METAL F.R.T. STUD BLOCKING FOR ALL WALL SUPPORTED DEVICES, I.E. ACCESSORIES, PANELS, EQUIPMENT ETC PER THE DEVICE MANUFACTURER'S RECOMMENDATIONS. 4. BUILDING SERVICES AND EQUIPMENT UTILITY DROPS- THE LOCATIONS OF ALL UTILITY DROPS INCLUDING FIRE, ELECTRICAL, PLUMBING ETC. MUST BE WITHIN 18" OF OF DOOR OPENINGS ON PERIMETER ALLS INSIDE THE BUILDING. NO LOCATIONS OF UTILITY DROPS WILL BE ACCEPTED OUTSIDE OF THESE AREAS BEFORE RACK SYSTEM INSTALLATION. 5. EXTERIOR AND INTERIOR PIPE BOLLARDS TO HAVE RED COVERS. POLYPROPYLENE COVERS BY -IDEAL SHIELD 6. THE GENERAL CONTRACTOR MUST VERIFY WITH FINAL FIXTURE PLAN BEFORE BUILDING INTERIOR PARTITIONS. FLOOR PLAN KEYED NOTES 1O YELLOW LOADING ZONE STRIPING w/ RED NO PARKING LETTERING c2) 60'W x 36" D x 60"H PROPANE STORAGE CAGE (BY OTHERS) 03 6" DIAMETER CONCRETE FILLED STEEL PIPE BOLLARD TYPICAL AT SIDES AND REAR OF BUILDING - REFER TO DETAIL 3/A504 0, NOT USED. 05 EXISTING STEEL COLUMN, TYPICAL - PAINT PER DETAIL 1/A800 O6 EXISTING INTERNAL ROOF DRAIN - G.C. TO FIELD VERIFY. O7 NEW INTERIOR DOWNSPOUT - REFER TO SHEET A301. O8 CONCRETE PAD AT EXTERIOR DOORS 09 NEW GAS METER LOCATION. SEE CML AND PLUMBING PLANS. 10 42" HIGH HANDRAIL - SEE DETAIL 2/A504 11 TRENCH DRAIN AT TRUCK WELL - SEE CIVIL FOR DETAILS 12 TRANSFORMER - SEE CIVIL AND ELECTRICAL. COORDINATE TRANSFORMER PAD REQUIREMENTS AND 0 PRIMARY CONDUIT INSTALLATION WITH UTILITY PROVIDERS'S STANDARD DETAILS. 13 DOMESTIC AND FIRE RISERS - SEE CIVIL FOR UTILITY ROUTING. PROVIDE DETECTOR CHECK VALVES PER LOCAL UTILITY REQUIREMENTS. COORDINATE SIAMESE AND PIV LOCATIONS WITH LOCAL FIRE DEPARTMENT. 14 FLUSH CURB CONDITION - SEE CIVIL 15 6" THICK REINFORCED CUSTOMER LOAD -OUT SLAB - SEE CIVIL AND STRUCTURAL FOR SLAB EDGE CONDITIONS AND REINFORCEMENT. 16 6" REINFORCED CONCRETE TRUCK WELL SLAB - SEE CIVIL AND STRUCTURAL FOR SLAB EDGE CONDITIONS AND REINFORCEMENT. 17 NOT USED. 18 COMPACTOR CHUTE AND CONTAINER BY FLOOR AND DECOR VENDOR. COORDINATE ELECTRICAL 0 REQUIREMENTS . 1 g NOT USED. 20 8" REINFORCED COMPACTOR SLAB. SEE CIVIL FOR IDEAL SLOPE AND STRUCTURAL FOR SLAB EDGE CONDITIONS, AND REINFORCEMENT. 21 6" REINFORCED CONCRETE SLAB - SEE STRUCTURAL FOR REINFORCEMENT 22 NOT USED. 0 EXTERIOR ANGLE AT LOADING DOCK WALL. 24 NEW EGRESS DOOR WITH METAL STAIRS, RAILING AND NEW LANDING. .0 EXISTING EGRESS DOOR TO REMAIN. O WALL INFILL STRUCTURE. RE: STRUCTURAL & FIRE PROTECTION O NEW VESTIBULE/ENTRY CENTERED ON EXISTING STRUCTURAL PILASTERS AT THIS LOCATION. SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com f.AKE H. REINDERSMA STATE OF WASHINGTON L 0.0.093661 3/A601 1/A503 1/A502 SHB DESIGN BUILD RM 118 144 SQFT ABOVE JANITOR 107 115 SQFT SALES WAREHOUSE NOTE: REFERENCE SPECIFICATIONS SECTION 03 35 00 "POLISHED CONCRETE" FOR DESIGN MIX L WOMENS 106 221 SQFT E DATA 116 64 SQFT N k 0 0 108 VEND. O VEND. MENS 105 223 SQFT �•O • BREAK ROOM 109 383 SQFT CORRIDOR 2 U/C SAFE 0 REVIEWED FOR ;CODE -COMPLIANCE- APPROVED MAR 2 0 MB ASSIST. ROOM 114 103 SQFT VAULT 0 112 70 SQFT "b- °° co P 1/A601 1/A900 D CEM PRO SALES 115 CASH ROOM 141 SQFT 113 70 SQFT 1 /A301 L_� TENANT FLOOR PLAN SCALE: 1/16" = 1'-0" NORTH KEY PLAN SCALE: NTS TRAINING 110 244 SQFT D111!IOO ENLARGED OFFICE FLOOR PLAN SCALE: 3/16" = NORTH 0 s - C.) 0 a) E 0 0 c 0 0 00 amC zik bcc d C • W 0 a) Q c L OL UU LIQ a�� c).3OQ 00� 0 CO� LL_ RECEIVED TY OF TUKWILA EFEB132018 E EMIT CENTER a) date: 0x/06/2011 issued for: FOR PERMIT revision date: no.. A.OINNER REVISION OS -28-17 A FIELD REVISION 01-10I-18 Aj FIELD REVISION - 02-041-I43 job no.: 11-021 sheet title: PLOOR PLAN sheet no.: A101 EXTERIOR COLOR LEGEND QST UPDATE 12/04/2017 1\ STO COLOR: NA17-0034 - "HIGH REFLECTIVE WHITE" f- STO LITE EIFS PANELS: #194 STOLIT LOTUSAN LIMESTONE S2 STO COLOR: NA17-0035 - "DORIAN GRAY" STO LITE EIFS PANELS: #194 STOLIT LOTUSAN LIMESTONE S3 STO COLOR: NA17-0030 - "URBANE BRONZE" STO LITE EIFS PANELS: #194 STOLIT LOTUSAN LIMESTONE P1 STO COLOR: NA 17-0034 - "HIGH REFLECTIVE WHITE" PAINT: #217 STO COLOR LOTUSAN P2 STO COLOR: NA17-0035 - "DORIAN GRAY' PAINT: #217 STO COLOR LOTUSAN P3 STO COLOR: NA17-0030 - "URBANE BRONZE" PAINT: #217 STO COLOR LOTUSAN P4 STO COLOR: NA17-0036 - "REAL RED" PAINT: #217 STO COLOR LOTUSAN GENERAL NOTES: 1. WHEN THE ENTRY EIFS IS FIELD APPLIED, FINISH TO BE PAINTED WITH STO COAT ACRYL PLUS STO COLOR NA17-0036. 2. ALL STOLITE PANELS (Si, S2, AND S3) WILL BE FABRICATED WITH THE STO COLOR ACRYLIC PLUS COATING ( PROTECTIVE COATING) ALREADY APPLIED AND WILL EXTEND ALL THE WAY UP. 3. METAL TO BE PAINTED WITH "DIRECT TO METAL" (DTM) PAINT KEYED NOTES SIGNAGE FURNISHED AND INSTALLED BY TENANT UNDER SEPARATE PERMIT - GC TO PROVIDE AND COORDINATE ELECTRICAL CONNECTIONS - SEE ELECTRICAL DRAWINGS AUTOMATIC SLIDING ENTRY DOOR - FULL BREAKAWAY WALL MOUNTED LIGHT FIXTURE - REFER TO ELECTRICAL DRAWINGS FOR SPECIFICATIONS GAS LINE RELOCATED. NEW LOCATION. REFER TO CIVIL DRAWINGS. HOLLOW METAL DOOR (PAINT P2 @ FRONT AND SIDES, P1 © REAR WALL) - SEE DOOR SCHEDULE 14 15 16 18 19 TRASH COMPACTOR AND DOOR ROOF LINE BEYOND NOT USED. NOT USED. 42" HANDRAIL - SEE DETAIL 2/A504 EXISTING PANEL JOINT ELECTRICAL SERVICE EQUIPMENT - REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION PIPE BOLLARDS, SEE DETAILS ON A504 PREFINISHED METAL TO MATCH P4 ADDRESS - 6" HIGH LETTERS PER LOCAL AUTHORITY HAVING JURISDICTION PAINT ALL CONDUITS, GAS PIPING, ETC. TO MATCH ADJACENT WALL NO EXPOSED CONDUIT ON FRONT WALL. METAL DOOR HOOD BY DOCK EQUIPMENT MANUFACTURER -PRE-FINISHED COLOR TO MATCH P4 OVERHEAD DOOR - PRE -FINISHED COLOR TO MATCH - SEE DOOR SCHEDULES 13 GAS RISER AND METER - REFER TO MECHANICAL DRAWINGS GENERAL NOTES SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com 1. ALL SURFACES TO BE PREPPED AND/OR PRIMED PER MANUFACTURER'S RECOMMENDATIONS. 2. GC TO SUBMIT EXTERIOR FINISH SAMPLES AND SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. 3. PROVIDE EIFS EXPANSION/CONTROL JOINTS PER MANUFACTURER RECOMMENDATIONS. SEALANT COLOR TO MATCH EIFS. 4. ALL EXTERIOR PAINT TO BE A 3 COAT SYSTEM (1) PRIMER AND (2) COATS FINAL. 5. ALL COLORS AND MATERIALS MUST BE CONFIRMED WITH FLOOR&DECOR PROJECT MANAGER PRIOR TO APPLICATION. KE H. REINDERSMA STATE OF WASHINGTON 1/A303 4 / 11A302 38'-0" A.F.F. T/O PARAPET EXT\ 37'-0" A.F.F. T/O EXIST PARAPET BEYOND 2/A402 18'-0" A.F.F. TIO ACCENT BAND 14'-6" A.F.F. 0 1• 0 L 0 a) E B/O CANOPY 10'-0" A.F.F. B/O ACCENT BAND \ Alb 8'-0" A.F.F. T/O LOADING DOCK OP 10'-0" A.F.F. B/O ACCENT BAND 4'-6" A.F.F. T/O WAINSCOT 0'-0" FINISHED FLOOR 0 0 1• c 0 U etV,A4 00 OW LLD Q) D () •� O a o L_ o_ < 0 c c oop E Nd-() SOUTH ELEVATION 38'-0" A.F.F. TIO PARAPET EXT 37'-0" A.F.F. T/O PARAPET T/O PARAPET 37'-0" A.F.F. 0 EXIST PARAPET 34'-6" A.F.F. T/O TOWER CAP 32'-0" A.F.F. T/0 PILASTER CAP • [1f FINISHED FLOOR 18'-0" A.F.F. T/O ACCENT BAND 18'-0" A.F.F. TIO CANOPY PARAPE 14'-6" A.F.F. B/O CANOPY 10'-0" A.F.F. B/O ACCENT BANDVF 3'-4" A.F.F. T/0 COL BASE 0'-0" FINISHED FLOOR RIGHT SIDE ELEVATION SCALE: 3/32" = 1'-0" REAR ELEVATION SCALE: 3/32" = 1'-0" REVIEWED FOR :CODE: PIJA CE APPr4OVRP MAR g 21116 0 N 0 L 0 RECEIVED CITY OF TUKWILA E FEB 1 3 2018 0 -12 ERMIT CENTER 0 date: Ocf/06/20I1 I I � 336'-2" revision date: no.: OWNER REVISION 43'-8" 47'-0" 43'-0"43'-0" 43'-0" 43'-0" 47'-0" 26'-7" it, FIELD REVISION o2-oa-I8 38'-0" A.F.F. job no.: I1-021 1 1 I i T/0 PARAPET EXT\ ( I I — — 37'-0" A.F.F. AL T/O EXIST PARAPET m TYP. P1 P1 At 18'-0" A.F.F. 8 TYP. - TYP. TYP. TYP. T/O ACCENT BAN TYP. P2 P2 G 10'-0" A.F.F. ccl- I Su- 0 P2 TYP. — TYP. TYP. r TYP. B/O ACCENT BAN d 1.7___ Ft= =__© T _ = - f__ - _ _—_ ZF- 0 TYP. =_ -=_`— L:-.7:::-:::-:-:-:----- TYP. __=1 - TYP. k==_ =_� yr FINISHED FLOOR' Ogg 106'-5" N o� 107'-0" / 5'-6"/ 0 M 0 / / / `/ / REAR ELEVATION SCALE: 3/32" = 1'-0" REVIEWED FOR :CODE: PIJA CE APPr4OVRP MAR g 21116 0 N 0 L 0 RECEIVED CITY OF TUKWILA E FEB 1 3 2018 0 -12 ERMIT CENTER 0 date: Ocf/06/20I1 issued for: FOR PERMIT revision date: no.: OWNER REVISION 08-28-17 it, FIELD REVISION o2-oa-I8 job no.: I1-021 sheet title: EXTERIOR ELEVATIONS sheet no.: A301 0 6 34'-6" A.F.F. T/O TOWER WALL MOUNTED LIGHT FIXTURE - REFER TO ELECTRICAL DRAWINGS FOR SPECIFICATIONS V EXISTING PANEL JOINTS 1— LINE OF PLYWOOD BACKING IF FRAMING IS USED COORDINATE WITH SIGN VENDOR. 0 10'-10-1/2' L SIGNAGE FURNISHED AND INSTALLED BY TENANT UNDER SEPARATE PERMIT - GC TO PROVIDE COORDINATE ELECTRICAL CONNECTIONS - SEE ELECTRICAL DRAWINGS T.O. CLERESTORY FRAME T.O. • DOOR 40 4'41" MID M U -LION VIM 0 l -- // 4344.4/4" +4441+41+ OIC414 jI�'��jIO��� 0 0 > 1 ✓ J n ADDRESS - 6" HIGH LETTERS PER LOCAL AUTHORITY HAVING JURISDICTION jI // n 0 Q M 8/A304 42'-0" A.F.F. T/O PARAPET A V r 38'-6" A.F.F. T/O TOWER 1-1 37'-0" A.F.F. T/O PARAPET 18'-0" A F.F. T/O ACCENT BAND 16'-6" A.F.F. Dik T/O MAPES CANOPY 14'-6" A.F.F. B/O MAPES CANOPY I1 NLARGED FRONT ENTRY ELEVATION AUTOMATIC SLIDING ENTRY —� DOOR - FULL BREAKAWAY AFTER HOURS DOOR BUZZER @ 48" AFF BEHIND COLUMN KNOX BOX@ 72" AFF SCALE: 1/4" = 1'-0" 10'-10 1/2" A.F.F. 0 T/O FRAME 10'-0" A.F.F. B/O ACCENT BAND 7'-6" A.F.F.61 T/O FRAME 01-0" FINISHED FLOOR REFER TO A301 FOR KEYED NOTES. ALPHA UNIT TO BE PROVIDED BY / OTHERS, INSTALLED BY G.C.-SEE ELECT. DWGS. KNOX BOX @ 72" AFF AFTER HOURS DOOR BUZZER @ 48" AFF ENLARGED FRONT ENTRY PLAN SCALE: 1/4" = 1'-0" NORTH 3 ENLARGED FRONT ENTRY REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" NORTH EXTERIOR COLOR LEGEND LAST UPDATE 12/04/2017 S1 STO COLOR: NA17-0034 - "HIGH REFLECTIVE WHITE" STO LITE EIFS PANELS: #194 STOLIT LOTUSAN LIMESTONE STO COLOR: NA17-0035 - "DORIAN GRAY" ft/ STO LITE EIFS PANELS: #194 STOLIT LOTUSAN LIMESTONE S3 STO COLOR: NA17-0030 - "URBANE BRONZE" STO LITE EIFS PANELS: #194 STOLIT LOTUSAN LIMESTONE P1 STO COLOR: NA 17-0034 - "HIGH REFLECTIVE WHITE" PAINT: #217 STO COLOR LOTUSAN P2 STO COLOR: NA17-0035 - "DORIAN GRAY" PAINT: #217 STO COLOR LOTUSAN P3 STO COLOR: NA17-0030 - "URBANE BRONZE" PAINT: #217 STO COLOR LOTUSAN P4 STO COLOR: NA17-0036 - "REAL RED" PAINT: #217 STO COLOR LOTUSAN GENERAL NOTES: 1. WHEN THE ENTRY EIFS IS FIELD APPLIED, FINISH TO BE PAINTED WITH STO COAT ACRYL PLUS STO COLOR NA17-0036. 2. ALL STOLITE PANELS (Si, S2, AND S3) WILL BE FABRICATED WITH THE STO COLOR ACRYLIC PLUS COATING ( PROTECTIVE COATING) ALREADY APPLIED AND WILL EXTEND ALL THE WAY UP. 3. METAL TO BE PAINTED WITH "DIRECT TO METAL" ( DTM) PAINT EXTERIOR MATERIALS LEGEND ALUMINUM PANEL CONCRETE INFILL GLAZING STOLITE RCP LEGEND D 0 Al2 e Al 2E 0 A24 • A24E 0 A30 0 A30E 632 C 0 DW V SNORKEL HATCH AND ROOF ACCESS LADDER GYPSUM WALL BOARD ACT - ACOUSTICAL CEILING TILE 2'-0" X 2'-0" SUPPLY AIR DIFFUSER RETURN AIR GRILLE EXHAUST AIR GRILLE LED FIXTURE LED FIXTURE (BATTERY B/U) REFER TO E102 FOR LOCATION LED FIXTURE LED FIXTURE (BATTERY B/U) REFER TO E102 FOR LOCATION LED FIXTURE LED FIXTURE (BATTERY B/U) REFER TO E102 FOR LOCATION 2X2 LED FIXTURE 4FT SURFACE CEILING MOUNTED LED FIXTURE 4FT SURFACE WALL MOUNTED LED FIXTURE LED FIXTURE LED EXTERIOR FIXTURE DOCK LIGHT FIXTURE LED EXTERIOR WALL WASH FIXTURE LED EXTERIOR WALL WALL FIXTURE LED MOTION LIGHT PID POWER/ DATA DROP I T LED EMERGENCY FIXTURE -RED LETTERING LED EMERGENCY FIXTURE -RED LETTERING LED EMERGENCY FIXTURE -RED --j LETTERING ER LED EXTERIOR EGRESS 1 I WALL PACK REVll;ED FOR cxoE. COMPLIANCE APPRnVED MAR a 0 2018 FLOOR PLAN LEGEND EXISTING WALL NEW MASONRY WALUINFILL NEW STUD WALL ///////� NEW LOW STUD WALL P -X TILE FRP DOOR DESIGNATION - SEE SHEET A800 PARTITION TYPE -SEE SHEET A700 WALL FINISH (PAINT) WALL FINISH (TILE) WALL FINISH -(FRP) FLOOR FINISH -PORCELAIN TILE (CONC) FLOOR FINISH -POLISHED CONCRETE VINYL BASE WINDOW TYPE - SEE SHEET A800 SAKE REINDERSMA AR CH ITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com i. 0 a) 0 0 11273 oloe REGISTERED ARCHITECT AKE H. REINDERSMA STATE OF WASHINGTON 0 a) E Lake Park Drive, Suite O 0 0 0 PO 0 c pp CNop t 21 • W erri‘ 0 a� • 0 I` 0 LL1 cz OW UU W�<C ct O Q C 0� O CO LL FF— RECEIVED CITY OF TUKWILA E FEB .1 3 2018 0 a PERMIT CENTER a) date: OQ/06/20/7 issued for: FOR PERMIT revision date: no.. A.OWNER REVISION 08-28-17 A FIELD REVISION 02-04-I8 job no.: 11-021 sheet title: ENLARGED PLANS - FRONT ENTRY sheet no.: A302 EXISTING CANOPY TO BE REMOVED. PREFINISHED METAL TO MATCH P4 38'-0"+/- T.O. PARAPET 7P SIGNAGE FURNISHED AND INSTALLED BY TENANT UNDER SEPARATE PERMIT - GC TO PROVIDE AND COORDINATE ELECTRICAL CONNECTIONS - SEE ELECTRICAL DRAWINGS PREFINISHED METAL TO MATCH P4 FROVIDE PLYWOOD BACKING FOR SIGNAGE, COORDINATE WITH SIGN VENDOR u CUSTOMER SERVICE PICKUP SCALE: 1/4" =11-0" REFER TO A301 FOR KEYED NOTES. ENGINEERING DRAWINGS. EXISTING DOCK PIT AT FRONT OF BUILDING TO BE INFILLED TO MEET FLUSH CURB CONDITIONS. 2'-61" arr/IP; ,, 4'—O" 1._21 Pfr//i////SIR Alr 6'x7' CASED OPENING 3X3 POST 96" HIGH RE . 1/A700 LJ I COMMAND DESK 3x3 POST 36" HIGH CENTERED ON WALL RE . 1/A700 CUSTOMER PICKUP 4 HILTI X—POWER DRIVEN FASTENER 24" O.C. INTO MASONRY ALFA SECURITY PANEL TO BE MOUNTED ON WALL BY G.C. NATOWOC -0140A E MAKER 50'-4" 4 o 6" THICK REINFORCED CUSTOMER LOAD -OUT SLAB 4EE CIVIL AND STRUCTURAL FOR SLAB EDGE CONDITIONS AND REINFORCEMENT. DUPLEX OUTLET AND L W/ INEERING DWGS. CURB CONDITION - SEE CIVIL 304 HILTI X—POWER DRIVEN FASTENER 24" O.C. INTO MASONRY NEW INTERIOR DOWNSPOUT DOWNSPOUT TO DAYLIGHT 1&2/A304 Q 101-42" DOWNS TO DAY UT HT N ENLARGED PRO ENTRY PLAN SCALE: 1/4" = 1'-0" FLUS CO URB ON CIVIL NORTH 14'-6" B.O. CANOPY IV 4'-6" B.O. ACCENT BAND B.O. WATER TABLE 411FINISHED FLOOR FLOOR PLAN LEGEND issued for: FOR PERMIT revision no.: date: EXISTING WALL NEW MASONRY WALUINFILL NEW STUD WALL NEW LOW STUD WALL (# ) . DOOR DESIGNATION - SEE SHEET A800 PARTITION TYPE -SEE SHEET A700 WALL FINISH (PAINT) WALL FINISH (TILE) WALL FINISH -(FRP) FLOOR FINISH -PORCELAIN TILE FLOOR FINISH -POLISHED CONCRETE VINYL BASE WINDOW TYPE - SEE SHEET A800 02-0a1-0 P—X job no.: 11-021 1/////// TILE FRP ( TILE ) (CONC) VB (A) EXTERIOR COLOR LEGEND LAST UPDATE 10/122017 S2 S3 SHERWIN WILLIAMS 7757 "HIGH REFLECTIVE WHITE" SHERWIN WILLIAMS 7017 "DORIAN GRAY' SHERWIN WILLIAMS 7048 "URBANE BRONZE" SHERWIN WILLIAMS 6868 "REAL RED" STOLITE PANEL WITH LIMESTONE FINISH COLOR TO MATCH SHERWIN WILLIAMS 7757 "HIGH REFLECTIVE WHITE" STOLITE PANEL WITH LIMESTONE FINISH COLOR TO MATCH SHERWIN WILLIAMS 7017 "DORIAN GRAY" STOLITE PANEL WITH LIMESTONE FINISH COLOR TO MATCH SHERWIN WILLIAMS 7048 "URBANE BRONZE" 1) ALL EXTERIOR PAINT SHALL BE A 1 COAT PRIMER AND 2 COATS FINAL TDS CUSTOM CABINET FDCC-72 614.850.7590 (PROVIDED BY OWNER) I N • • REVIEWED FOR CODE COIVMPLIANCE APPROVED MAR 2 0 2018 C t ' of Tukwila B iIIDI+,.i luty 8" STAINLESS TRASH RING BLACK PLASTIC LAMINATE COUNTERTOP w/ T -MOLD EDGING N BLACK PLASTIC LAMINATE OVER 3/4" PLYWOOD OR MDF PANEL CONSTRUCTION 24" DEEP BASE CABINET (TYP.) ADA ACCESSIBLE DOORS WITH INTEGRAL TOE KICK 31-9" 1'-6 1/2" 1'-1" 1'-1" 1'-1" 1'-1" 31-9" 3 1/2" 5'-10 1/2" PRO SALES COFFEE MESS (PROVIDED BY OWNER) SCALE: 3/4" = 11-0" SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com KE H. REINDERSMA STATE OF WASHINGTON 0 U 6_ a) E Lake Park Drive, Suite 00 O 0 0 0 NopE tet' • Y • 1 U 0 0 Q cL CC W OLL.I U. WRQ CC /O A Opp O(O� 1 - RECEIVED CITY OF TUKWILA E FEB 1 3.2018 Q- PERMIT CENTER a 0 date: 001/06/2011 issued for: FOR PERMIT revision no.: date: OWNER REVISION 08 -28 -II FIELD REVISION 02-0a1-0 job no.: 11-021 sheet title: ENLARGED PLAN - PRO ENTRY AREA sheet no.: A303 NEW PREFINISHED METAL COPING OVER TREATED WOOD BLOCKING 18'-0" AFF T.O. CANOPY SLOPE GUTTER TOWARDS DRAINS AFF S06 FINTSHEU CANOPY -- NEWECOVERY BOA D W/ TPO OVER METI L DECK - BY G.C. 4'-0" NEW PREFINISHED METAL COPING OVER WOOD BLOCKING ANCHORED TO PANEL 37'-0"+/- AFF T/O EXISTING PANEL 41, VARIES EXISTING JOIST BEARIN NEW STUCCO COATING NEW GALVANIZED "SPRINGLOK" SURFACE MOUNTED REGLET AND FLASHING SYSTEM PREFINISHED. NEW NEOPRENE CLOSURE NEW (P4) PREFINISHED METAL PANEL OVER METAL DECK CL 1- Cl - MODIFIED WESTERN ONE-KOTE STUCCO SYSTEM OVER 1" EIFS FOAM OVER 5/8" FIBERGLASS MAT SHEATHING, OVER METAL STUDS / '-2 3/4" / UNDERSIDE OF CANOPY STRUCTURE TO BE WHITE MATCH EXISTING ROOF MEMBRANE OVER BONDING ADHESIVE - EXTEND UP OVER BLOCKING AT TOP OF WALL. EXISTING ROOF AND ROOF STRUCTURE REMOVE EXISTING WALL MOUNTED LIGHT WHERE OCCURS. RE: ELECTRICAL AS TO BE ABANDONED OR OTHERWISE EXISTING STRUCTURAL PILASTER (BEYOND) EXISTING WALL (5 1/2" THICK TILT UP PANEL) FASTEN TO EXISTING WALL. RE: STRUCTURAL REMOVE EXISTING ROLL -UP DOOR WHERE OCCURS REMOVE EXISTING CANOPY & LIGHTS WHERE OCCURS DOWNSPOUT ALONG SIDE OF COLUMN (AWAY FROM CENTER OF CANOPY; EXIT TO DAYLIGHT EXTERIOR SIDE OF CANOPY NEW COLUMN RE: STRUCTURAL CONTINUOUS CAULK TYP. 3'-4" AFF B.O. WATERTABLE 0'-0" NEW 2" RIGID INSULATION W/ METAL Z -CLIPS AT 24" O.C. NEW STEEL HEADER, RE:STRUCTURAL NEW 5/8" FRT PLYWOOD FROM FINISH FLOOR TO 8'-0". 5/8" GYP. BD. FROM 8'-0" TO DECK. NEW DOOR w a 0 J 0) MODIFIED WESTERN REMOVE EXISTING DOCK BUMPERS LEVELERS AND SEALS ONE-KOTE STUCCO SYSTEM OVER 1" EIFS FOAM OVER 5/8" FIBERGLASS MAT SHEATHING FINISH FLOOR 1 NEW BACKFILL AND HARDSCAPE RE: CIVIL NEW 6" CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS • EXISTING HARDSCAPE RE: CIVIL PRO ENTRY SECTION @ DOORWAY SCALE: 1/2" = 1'-0" NOTE: GENERAL CONTRACTOR TO INSPECT JOINTS IN EXISTING WALL AND RESEAL AS NEEDED. RE: DETAIL 9/A304 NEW PREFINISHED METAL COPING OVER TREATED WOOD BLOCKING dilE 18'-0" AFF T.O. CANOPY SLOPE GUTTER TOWARDS DRAINS PARAPET EXTENTION TYPICAL ALL EXISTING PARAPETS 1'-0" PARAPET EXTENSION ON EXISTING CONCRETE WALL 5/8" EXT. GRADE PLYWOOD TOP OF EXISTING TILT UP CONC.WALL 1/2" EXP. JT. 600T200-54 CONT. WITH 920 #10 TEK SCREWS @ EACH STUD AND 5/8" DIA.X4" TITEN HD SCREWS @24" O.C. TO EXISTING CONCRETE WALL 600S137-43@16" O.C. •1+ `7 1, 1 1 1, 1♦ 1, 4" 16 GA. MTL STUD BRACING AT 5'-4" O.C. NEW ROOFING NEW RIGID INSULATION —EXISTING ROOF TO REMAIN NEW RECOVERY BOARD W/ TPO OVER METAL DECK - BY G.C. 4'-0" NEW STUCCO COATING NEW GALVANIZED "SPRINGLOK" SURFACE MOUNTED REGLET AND FLASHING SYSTEM PREFINISHED. NEW NEOPRENE CLOSURE NEW (P4) PREFINISHED METAL PANEL OVER METAL DECK SLOPE REMOVE EXISTING WALL MOUNTED LIGHT WHERE OCCURS. RE: ELECTRICAL AS TO BE ABANDONED OR OTHERWISE EXISTING STRUCTURAL PILASTER (BEYOND) EXISTING WALL (5 1/2" THICK TILT UP PANEL) SLOE AL 14'-6" AFF B.O. FINISHED CANOPY MODIFIED WESTERN ONE-KOTE STUCCO SYSTEM OVER 1" EIFS FOAM OVER 5/8" FIBERGLASS MAT SHEATHING, OVER METAL STUDS 1-3/4"/ \ NEW STEEL a JOIST, REFER z TO STRUCTURAL a UNDERSIDE OF CANOPY STRUCTURE TO BE WHITE REMOVE EXISTING CANOPY & LIGHTS WHERE OCCURS NEW STUCCO COATING FASTEN TO EXISTING WALL. RE: STRUCTURAL NEW 5/8" GYP. BD. FROM 8'-0" TO DECK. NEW 2" RIGID INSULATION W/ METAL Z -CLIPS AT 24" O.C. NEW STEEL OVERHEAD COILING DOOR (POWERED) DOWNSPOUT ALONG SIDE OF COLUMN (AWAY FROM CENTER OF CANOPY; EXIT TO DAYLIGHT EXTERIOR SIDE OF CANOPY CONTINUOUS CAULK TYP. AL 3'-4" AFF yr B.O. WATERTABLE 0'-0" MODIFIED WESTERN ONE-KOTE STUCCO SYSTEM OVER 1" EIFS FOAM OVER 5/8" FIBERGLASS MAT SHEATHING FINISH FLOOR EXISTING HARDSCAPE RE: CIVIL NEW 6" CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS PRO ENTRY SECTION @ ROLL -UP DOOR SCALE: 1/2" =11-0" NEW PREFINISHED METAL COPING OVER TREATED WOOD BLOCKING / 18'-0" AFF T.O. CANOPY SLOPE GUTTER TOWARDS DRAINS NEW RECOVERY BOARD W/ TPO OVER METAL DECK - BY G.C. 4'-0" 14'-6"AFF B.O. FINISHED CANOPY MODIFIED WESTERN ONE-KOTE STUCCO SYSTEM OVER 1" EIFS FOAM OVER 5/8" FIBERGLASS MAT SHEATHING, OVER METAL STUDS NEW PREFINISHED METAL COPING OVER WOOD BLOCKING ANCHORED TO PANEL 37'-0"+/- AFF TIO EXISTING PANEL MATCH EXISTING ROOF MEMBRANE OVER BONDING ADHESIVE - EXTEND UP OVER BLOCKING AT TOP OF WALL. VARIES EXISTING JOIST BEM -W. NEW STUCCO COATING NEW GALVANIZED "SPRINGLOK" SURFACE MOUNTED REGLET AND FLASHING SYSTEM PREFINISHED. NEW NEOPRENE CLOSURE NEW (P4) PREFINISHED METAL PANEL OVER METAL DECK SLOP zz VEW STEEL CL 1 ♦ %/ %/ % , A/ %/' %I a • EXISTING ROOF AND ROOF STRUCTURE REMOVE EXISTING WALL MOUNTED LIGHT WHERE OCCURS. RE: ELECTRICAL AS TO BE ABANDONED OR OTHERWISE EXISTING STRUCTURAL PILASTER (BEYOND) M a JOIST, REFER z TO STRUCTURAL VDERSIDE OF CANOPY TRUCTURE TO BE WHITE REMOVE EXISTING CANOPY & LIGHTS WHERE OCCURS DOWNSPOUT ALONG SIDE OF COLUMN (AWAY FROM CENTER OF CANOPY; EXIT TO DAYLIGHT EXTERIOR SIDE OF CANOPY NEW COLUMN RE: STRUCTURAL CONTINUOUS CAULK TYP. 3'-4" AFF B.O. WATERTABLE 0'-0" NEW STUCCO COATING 10'-0" AFF PAINT LINE / REVEAL REMOVE EXISTING DOCK BUMPERS LEVELERS AND SEALS MODIFIED WESTERN ONE-KOTE STUCCO SYSTEM OVER 1" EIFS FOAM OVER 5/8" FIBERGLASS MAT SHEATHING OVER 1 5/8" METAL STUDS FINISH FLOOR 1/2" EXP.FILLER NEW BACKFILL AND HARDSCAPE RE: CIVIL N a 1-- z EXISTING WALL (5 1/2" THICK TILT UP PANEL) NEW 2" RIGID INSULATION W/ METAL Z -CLIPS AT 24" O.C. FASTEN TO EXISTING WALL. RE: STRUCTURAL REMOVE EXISTING ROLL -UP DOOR WHERE OCCURS d NEW FOUNDATION RE:STRUCTURAL .4v VERIFY WITH STRU(TURAL 4 EXISTING HARDSCAPE RE: CIVIL PRO ENTRY SECTION @ CUSTOMER PICK-UP 1.0 SCALE: 1/2" = 1'-0" •a • - NEW 5/8" FRT PLYWOOD FROM FINISH FLOOR TO 8'-0". 5/8" GYP. BD. FROM 8'-0" TO DECK. NEW INFILL WHERE OCCURS RE: STRUCTURAL NEW 6" CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS EXISTING FOOTING AND FOUNDATION WALL REVIEWED FOR CODE COMPLIANCE APPROVED MAR a 0 2018 is! ` I Iw Zvib 0 SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com U a) i cd 11273 REGISTERED ARCHITECT E H. REINDERSMA ATE OF WASHINGTON a) E • U a) O J wH< o .60 ct ma- LL as Q N RECEIVED CITY OF TUKWILA FEB 1 3: 2018 PERMIT CENTER date: OS/I0/2017 issued for: FOR PERMIT revision no.: date: FIELD REVISION- 02-041-I8 job no.: 11-021 sheet title: INALL SECTIONS sheet no.: A404 ® o 24'-4" . 8" REINFORCED COMPACTOR SLAB REFER TO CIVIL AND STRUCTURAL FOR SLAB EDGE CONDITIONS, AND REINFORCEMENT. SAKE REINDERSMA ARCHITECT d .a °' n 6y' DIAMETER•CONDRETEFILLED d • . ▪ I °'j> B 6ARD TYPICAL`AT.SIDES AND 'i RLIAR Ou BUILDING - ER TO . 4DETAIL 3/A52 °... . •®`�..1.... : f " d 2/ O I DOCK CANOPY, REFER TO DETAIL 10/A504 4 X21 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com 11273 6" REINFORCED CONCRETE • TRUc�{{K• WELL $ B - SEE CIVIL • ANDSTONTURAL FQ SLAB . • EDGE CDITIONS AND. • . RI •a • f EINFORgEMENT. •.• • . • • Q 4d v • • TRENC}.,DRAIN WITH CATCH: BASIN, 'fZE'VER TO PLUMBING v • REGISTERED ARCHITECT rn E H. REINDERSMA ATE OF WASHINGTON AND CIVIL DRAWINGS - 4. • . a v a • °' 43/ --PIPE BOLLARD, REFER TO DETAIL 3/A504, TYP. AT EACH SIDE OF BOTH DOCK DOORS . (POLISHED CONCRETE) HOSE BIB, REFER TO PLUMBING 4/A403 COMPACTOR CHUTE AND CONTAINER BY FLOOR AND DECOR VENDOR. COORDINATE ELECTRICAL REQUIREMENTS. NEW TRASH COMPACTOR DOOR. DETAILS ON SHEETA800 2'-9 1/4' CONCRETE WALL INFILL 11'-3 1/2" 0 a) E 3/A402 TRUCK DOCK PLAN SCALE: 3/16" = 1'-0" NORTH NOT USED SCALE: 1 1/2" DIA. PIPE HANDRAIL. PAINTED P-4 "REAL RED" (TYP.) EQUAL SPACES (VERIFY) 6" DIA. IMPACT RESISTANT RED POLYPROPYLENE COVER BY -IDEAL SHIELD 6" DIA. STL.. PIPE FILL W/ CONC. PAINT 1 COAT OF PRIMER Lake Park Drive, Suite CONC. FOOTING EXP. JT. WHERE FOOTING JOINS PAVEMENT FINISHED GRADE 244 REBARS EACH WAY 2 1/2" DIA. CORE HOLE, FILL w/ NON -SHRINK GROUT CHAIN LINK FENCING CONC. FOOTING \2017\17-027 - F&D Tukwila, ec°21717E2R DC t for color legend.dwg WAY • V>- 0 FL 4N1 BOLLARD - 6" DIA.(Exterior U.N.0) SCALE: 1/2" = 1'-0" GALV. HANDRAIL W/ CHAINLINK FENCE -SEE DETAIL 2/A504 c W eTh UU WRQ COQ CL CCS 000`� LL i - Grade Pit Projection Bummer Projection Total Projection 1 1" 411 591 2 211 411 611 11 4" 711 4 411 4" 891 5 5" 4" 911 6" 411 10" 7 1 411 1191 8 811 - 4" 12" 9,(r'j11 4!1 13" 10 10" 4" 14" NOTE: ifmetal or decorative facing isused, add an extra nch of pit projection forover'inr h of facirg projection, DOCK SEALS 8" THICK REINF. CONC. RETAINING WALL - STRUCTURAL DRAWINGS NOT USED SCALE: 1/2" = 1'-0" DOCK LEVELER PIT DETAILS. 30,000 lbs E 1EWE FCR '` E cOi_.IACE APPROVED • g ma "A" = REFER TO PIT PROJECTION GUIDE TRUCK WELL TRUCK WELL -GRADE VARIES PREFINISHED TO MATCH P-4 2 -LAMINATED BUMPERS FURNISHED BE "KELLY". DOCK LEVELER SCALE: 1/2" = 1'-0" RECESSED DOCK SECTION SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" U a) O 0_ RECEIVED CITY OF TUKWILA FEB :1 3 2018 Q PERMIT CENTER a) date: 09/06/2017 issued for: FOR PERMIT revision date: no.. / 11 OWNER REVISION 08-28-17 A FIELD REVISION 2-9-18 job no.: 17-027 sheet title: ENLARGED DOCK PLAN / ELEV sheet no.: A504 GENERAL STRUCTURAL NOTES A. BUILDING CODE: 1. CITY OF TUKWILA: 2015 INTERNATIONAL BUILDING CODE B. DESIGN LOADS: 1. ROOF LIVE LOAD = 20 PSF (ON HORIZONTAL PROJECTION, REDUCIBLE) OR 300 lbs. CONCENTRATED, WHICHEVER PRODUCES THE GREATER LOAD EFFECTS 2. NEW ROOF DEAD LOAD = 20 PSF 3. ROOF SNOW LOAD: a. GROUND SNOW LOAD = 25 MPH b. ROOF SNOW LOAD = 20 PSF c. THERMAL FACTOR, Ct = 1.0 d. EXPOSURE FACTOR, Ce = 1.0 e. IMPORTANCE FACTOR, I = 1.0 4. I.B.C. WIND DESIGN DATA a. ULTIMATE DESIGN WIND SPEED Vult= 110 MPH b. RISK CATEGORY II c. EXPOSURE'C' d. INTERNAL PRESSURE COEF. = +/- 0.18 e. COMPONENT AND CLADDING DESIGN ; 25 psf 4. I.B.C. SEISMIC DESIGN DATA a. Ss=1.439; S1=0.536; SDS= 0.959; SD1=0.536 b. IMPORTANCE FACTOR 1=1.0 c. RISK CATEGORY II d. SEISMIC DESIGN CATEGORY 'D' e. SITE CLASS 'D' f. SEISMIC FORCE RESISTING SYSTEM; SPECIAL REINFORCED MASONRY SHEAR WALLS, R=5.0 g. DESIGN BASE SHEAR = Cs x W h. SEISMIC RESPONSE COEFFICIENT, CS=.192 !. EQUIVALENT LATERAL FORCE PROCEDURE C. GENERAL: 1. STRUCTURAL NOTES SHALL BE USED ALONG WITH THE PROJECT/SPECIFICATION MANUAL. WHERE THE STRUCTURAL NOTES, DRAWINGS OR SPECIFICATIONS DISAGREE, THE CONTRACTOR MAY REQUEST A CLARIFICATION DURING THE BIDDING PERIOD. OTHERWISE THE MORE STRINGENT REQUIREMENTS SHALL CONTROL. 2. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. 3. VERIFY/COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO COMMENCING WORK. DO NOT USE SCALED DIMENSIONS. 4. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. DO NOT PENETRATE ANY STRUCTURAL ELEMENTS (BEAMS, COLUMNS, WALLS, FOUNDATIONS, SLABS, STEEL DECKS, ETC.) WITHOUT PRIOR WRITTEN APPROVAL OF STRUCTURAL ENGINEER THROUGH ARCHITECT. 5. NOTES AND STRUCTURAL DETAILS ON THE DRAWINGS ARE APPLICABLE WHERE INDICATED BY SECTION CUT, BY NOTE OR BY DETAIL TITLE AND SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. PROVIDE SIMILARDETAILS AT SIMILAR CONDITIONS UNLESS NOTED I OTHERWISE. THE CONTRACTOR MAY REQUEST A CLARIFICATION DURING THE BIDDING PERIOD OTHERWISE THE MORE STRINGENT REQUIREMENTS SHALL CONTROL. 6. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CHANGES NECESSARY IF HE CHOOSES AN OPTION AND HE SHALL COORDINATE ALL DETAILS. 7. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. 8. THE CONTRACTOR IS RESPONSIBLE FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK THAT CONFORMS WITH THE REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) SAFETY AND HEALTH STANDARDS FOR THE CONSTRUCTION INDUSTRY. 9. EXISTING CONDITIONS: CONTRACTOR SHALL VERIFY IN THE FIELD ALL DIMENSIONS AND CONDITIONS OF THE EXISTING STRUCTURE PRIOR TO BEGINNING ANY PERTINENT WORK. NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS. 10. ANY CHANGES MADE DURING CONSTRUCTION THAT ARE NOT IN COMPLIANCE WITH THE PERMITTED DRAWINGS REQUIRES A DESIGN ANALYSIS AND DRAWING REVISION BY THE STRUCTURAL ENGINEER OF RECORD AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL FOR PERMIT REVISION APPROVAL. 11. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOADS LISTED ABOVE. 12. DEMOLITION: a. CONTRACTOR SHALL VERIFY IN THE FIELD ALL EXISTING CONDITIONS. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE ARCHITECT/ENGINEER PRIOR TO CONTINUING ANY WORK. b. CONTRACTOR SHALL EXERCISE EXTREME CARE DURING DEMOLITION TO AVOID DAMAGING THOSE PORTIONS OF THE STRUCTURE TO REMAIN. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY OF ANY DAMAGE TO THE STRUCTURE TO REMAIN. c. ALL METHODS USED SHALL SE CAREFULLY PLANNED AND SHALL BE APPROPRIATE TO THE WORK TO BE DONE. THE EXISTING STRUCTURE TO REMAIN SHALL NOT BE SUBJECTED TO ANY SUDDEN OR EXCESSIVE FORCES WHICH MIGHT ADVERSELY AFFECT THE INTEGRITY OF THE STRUCTURE. d. WHERE EXISTING CONCRETE OR MASONRY IS TO BE REMOVED SAW CUT BETWEEN THE STRUCTURE TO REMAIN AND THAT TO BE REMOVED UNLESS NOTED OTHERWISE. WHERE NEW DOORS OR OTHER OPENINGS ARE TO BE CUT INTO EXISTING WALLS OR SLABS A MINIMUM 6" DIAMETER CORE HOLE SHALL BE DRILLED INTO EACH CORNER. THE SAW CUT SHALL BE BETWEEN THE CORE HOLES. NO OVER CUTTING INTO THE STRUCTURE TO REMAIN SHALL BE PERMITTED. 13. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED. D. FOUNDATIONS: 1. PER SOILS INVESTIGATION REPORT BY "TERRACON CONSULTANTS, INC", PROJECT NO. 81175017, DATED APRIL 13, 2017. 2. ALL FOOTINGS ARE TO BE FOUNDED AT NOT LESS THAN 1'-6" BELOW LOWEST ADJACENT FINISH FLOOR OR FINISH GRADE WITHIN 5'-0" OF THE PERIMETER OF THE BUILDING, (LOWER DEPTH GOVERNS), ONTO UNDISTURBED EXISTING SUBSOILS OR ENGINEERED FILL HAVING A MINIMUM BEARING CAPACITY OF 2000 PSF. 3. WHERE FOOTINGS ARE FOUNDED ON COMPACTED FILL THE LIMITS OF COMPACTION ANDPERCENT OF COMPACTION R TO BEE THE ARE PER THE ABOVE REFERENCED SOIL REPORT. 4. WALLS THAT ARE SHOWN RESTRAINED AT THE TOP SHALL NOT BE BACKFILLED UNTIL THE STRUCTURE PROVIDING RESTRAINT IS IN PLACE AND HAS ATTAINED DESIGN STRENGTH. CONTRACTOR IS RESPONSIBLE FOR DESIGN AND INSTALLATION OF WALL BRACING FOR WALLS THAT ARE BACKFILLED PRIOR TO CONSTRUCTION OF TOP RESTRAINT. E. CONCRETE: 1. CONCRETE MATERIAL PROPERTIES: a. ALL CONCRETE TO BE A MINIMUM OF 3000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. b. FOR ALL INTERIOR SLAB ON GROUND CONCRETE, REFERENCE SPECIFICATION SECTION 3310. c. ALL CONCRETE CONSTRUCTION SHALL COMPLY WITH ACI -318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" AND ACI -301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". USE LATEST ADOPTION OF ACI. d. AGGREGATE SIZE: 1" MAXIMUM FOR FOOTINGS, CAISSONS, AND OTHER MASS CONCRETE; 3/4" MAXIMUM FOR OTHER CONCRETE. 2. MAXIMUM SLUMP TO BE 4 1/2". 3. CONCRETE CONTAINING SUPERPLATICIZING ADMIXTURE SHALL HAVE A SLUMP NOT EXCEEDING 3", TO BE FIELD VERIFIED, PRIOR TO ADDING ADMIXTURE, AND NOT EXCEEDING 8" AT PLACEMENT. 4. ADMIXTURES ARE NOT PERMITTED IN THE CONCRETE MIX WITHOUT PRIOR WRITTEN APPROVAL. 5. ADDITION OF WATER TO THE BATCH FOR MATERIAL WITH INSUFFICIENT SLUMP WILL NOT BE PERMITTED, UNLESS THE SUPPLIER HAS SPECIFICALLY WITHHELD WATER FROM THE BATCH AT THE PLANT. IN SUCH CASE THE MIX DESIGN AND TRUCK TICKET MUST CLEARLY STATE THE MAXIMUM AMOUNT OF WATER THAT CAN BE ADDED TO THE BATCH ON SITE. IN NO CASE SHALL THE DESIGN WATER TO CEMENTITIOUS MATERIAL RATIO BE EXCEEDED. 6. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AROUND UNDER -FLOOR DUCTS, SLAB EDGES, REINFORCING, KEYS, ETC. 7. CAST SLABS ON GROUND WITH CONSTRUCTION AND CONTROL JOINTS IN ACCORDANCE WITH STANDARD ENGINEERING AND CONSTRUCTION PRACTICES AND AS SHOWN ON THE PLANS. THE ENCLOSED AREA OF THE JOINTS SHALL NOT EXCEED 144 SQUARE FEET. 8. SUBMIT CONCRETE MIX DESIGNS FOR REVIEW. 9. MAXIMUM FREE DROP OF ANY CONCRETE 6'-0". 10. SPACING OF CONSTRUCTION JOINTS OR CONTROL JOINTS IN WALLS EXPOSED TO VIEW SHALL NOT EXCEED 40 FEET UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. 11. PROVIDE EXTRA REINFORCING AROUND ALL OPENINGS EXCEEDING 24 INCHES SQUARE OR ROUND IN ALL SLABS AND WALLS EQUAL TO TWO #5 BARS ON FOUR SIDES AND EXTEND TWO FEET BEYOND THE OPENING. 12. STEEL REINFORCEMENT IN CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH SHALL HAVE A CLEAR COVER OF 3 INCHES. STEEL REINFORCEMENT IN FORMED CONCRETE EXPOSED TO EARTH OR WEATHER SHALL HAVE A CLEAR COVER OF 2 INCHES FOR #6 AND LARGER BARS AND A CLEAR COVER OF 1 1/2 INCHES FOR #5 BARS AND SMALLER. ALL OTHER CLEAR COVER CASES PER THE LATEST EDITION OF ACI 318. 13. PROVIDE A 3/4" CHAMFER ON ALL EXPOSED CORNERS OF CONCRETE UNLESS NOTED OTHERWISE. 14. PROVIDE CLASS B LAP SPLICES FOR ALL REINFORCING UNLESS NOTED OTHERWISE. 15. PROVIDE BENT CORNER BARS TO MATCH LAP WITH HORIZONTAL BARS AT ALL CORNERS AND INTERSECTIONS. 16. LAPS IN WELDED WIRE FABRIC SHALL BE MADE SO THAT THE OVERLAP, MEASURED BETWEEN OUTERMOST CROSS WIRES OF EACH FABRIC SHEET, IS NOT LESS THAN THE SPACING OF CROSS WIRES PLUS 2" OR A MINIMUM OF 6". 17. PROVIDE ISOLATION JOINTS AROUND ALL COLUMNS AT ALL EXPOSED SLAB ON GRADE AREAS. F. DRYPACK/FLOWABLE GROUT 1. THE SPACE BENEATH ALL BASEPLATES AND BEARING PLATES SHALL BE OF THOROUGHLY CLEANED BEFORE DRYPACKING OR GROUTING. DRYPACK/GROUT SOLID BENEATH ALL BASEPLATES AND BEARING PLATES. NO VOIDS ARE PERMISSIBLE. USE OF DRYPACK OR FLOWABLE GROUT IS AT THE CONTRACTORS OPTION UNLESS SPECIFICALLY NOTED ON THE PLANS OR DETAILS. DRYPACK/GROUT PER THE FOLLOWING: a. DRYPACK - PORTLAND CEMENT, ASTM C150, TYPE I; AND CLEAN, NATURAL SAND, ASTM C404, SIZE NO. 2. MIX AT RATIO OF 1 PART CEMENT TO 2 1/2 PARTS SAND, BY VOLUME, WITH MINIMUM WATER REQUIRED FOR PLACEMENT AND HYDRATION. MINIMUM COMPRESSIVE STRENGTH SHALL BE 5000 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C1107. b. FLOWABLE GROUT- PREMIXED, NONMETALLIC, NONCORROSIVE, NONSTAINING GROUT CONTAINING SELECTED SILICA SANDS, PORTLAND CEMENT, SHRINKAGE COMPENSATING AGENTS, PLASTICIZING AND WATER -REDUCING AGENTS, COMPLYING WITH ASTM C1107, OF CONSISTENCY SUITABLE FOR APPLICATION, AND A 30 MINUTE WORKING TIME. MINIMUM COMPRESSIVE STRENGTH SHALL BE 5000 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C1107. G. REINFORCING STEEL: 1 ALL BARS #4 AND LARGER TO BE ASTM A 615, GRADE 60. ALL #2 AND #3 BARS TO BE ASTM A 615, GRADE 40. DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH ACI -318, LATEST ADOPTION. ALL MASONRY BARS TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH ACI -530. 2. WELDED WIRE FABRIC TO BE IN ACCORDANCE WITH ASTM A 185. 3. ALL BARS INDICATED ON THE PLANS TO BE WELDED SHALL CONFORM TO ASTM A 706 (GRADE 60). 4 MASONRY WIRE JOINT REINFORCING TO BE ASTM A 82. 5 POST -TENSIONING TENDONS SHALL BE 1/2" DIAMETER SEVEN WIRE STRAND CONFORMING TO ASTM A 416, GRADE 270, LOW RELAXATION. 6. ALL REINFORCING SHALL BE CHAIRED TO ENSURE PROPER CLEARANCES. SUPPORT OF FOUNDATION REINFORCING MUST PROVIDE ISOLATION FROM MOISTURE/CORROSION BY USE OF A PLASTIC OR CONCRETE CHAIR. DUCT -TAPED COVERED REINFORCING IS NOT AN ACCEPTABLE CHAIR. 7. WELDING OF STIRRUPS, TIES, INSERTS OR OTHER SIMILAR ELEMENTS TO LONGITUDINAL REINFORCEMENT IS NOT PERMITTED. H. MASONRY: 1. MASONRY UNIT PROPERTIES a. MEDIUM WEIGHT (115 PCF MAX.) HOLLOW C.M.U. TO BE ASTM C 90. THE BLOCK SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI. AND THE MORTAR SHALL BE TYPE "S". GROUT FILL TO BE A MINIMUM OF 2000 PSI AT 28 DAYS PER ASTM C 476. THESE REQUIREMENTS SHALL RESULT IN A fm WITH A MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI AT 28 DAYS. b. ALL MASONRY CONSTRUCTION SHALL COMPLY WITH ACI -530.1 "SPECIFICATIONS FOR MASONRY STRUCTURES". USE LATEST ADOPTION OF ACI. 2. MASONRY REINFORCING: a. 8" C.M.U. WALLS ARE TO HAVE #5 SPACED PER PLANS, WITH #5 VERTICALS CENTERED IN WALL AT ALL CORNERS, ENDS, JAMBS, INTERSECTIONS AND BOTH SIDES OF CONTROL JOINTS, TYPICAL UNLESS NOTED OTHERWISE. b. HORIZONTAL JOINT REINFORCING IS TO BE STANDARD JOINT REINFORCING AT 16" O.C. (MINIMUM 249 GAGE WIRES). c. ADDITIONAL VERTICAL REINFORCING SHOWN ON PLAN IS IN LIEU OF TYPICAL REINFORCING. PLACE ONE BAR PER CELL IN SOLID GROUT. EXTEND BARS A MINIMUM OF 31" BEYOND THE FLOOR OR ROOF LEVEL ABOVE. d. BUILDING WALLS ARE TO HAVE 2 #5 BARS CONTINUOUS IN A MINIMUM 8" DEEP BOND BEAM AT ALL ROOF AND FLOOR LEVELS UNLESS NOTED OTHERWISE. WRAP BAR WITH MASTIC TAPE FOR 1'-6" ON EACH SIDE OF MASONRY CONTROL JOINT. e. BUILDING WALLS ARE TO HAVE 1 #5 BAR CONTINUOUS IN A MINIMUM 8" DEEP BOND BEAM AT THE TOP OF ALL PARAPETS UNLESS NOTED OTHERWISE. f. PROVIDE A MINIMUM OF 2 #4 BARS X (THE WIDTH OF THE OPENING PLUS 4'-0") IN A MINIMUM 8" DEEP BOND BEAM BELOW ALL WINDOW AND MECHANICAL OPENINGS UNLESS NOTED OTHERWISE. HORIZONTAL REINFORCEMENT LAPS SHALL BE 45 INCHES. MASONRY COVER AND ADJACENT REINFORCEMENT CLEAR SPACING SHALL BE 2 INCHES MINIMUM. h. BOND BEAM REINFORCING IS TO BE CONTINUOUS THROUGH CONTROL JOINTS. DISCONTINUE TYPICAL JOINT REINFORCING. !. VERTICAL REINFORCEMENT LAPS SHALL BE 32" FOR SINGLE MAT AND 45" FOR DOUBLE MAT UNLESS NOTED OTHERWISE. WHERE BARS ARE OFFSET THE MINIMUM LAP SHALL BE AS STATED ABOVE PLUS THE DISTANCE OFFSET. 3. MASONRY LINTELS: a. ALL REINFORCING IS TO EXTEND A MINIMUM OF 2'-0" BEYOND THE JAMB AND TO BE GROUTED SOLID FOR THE ENTIRE DEPTH INDICATED. b. ALL CONCRETE MASONRY UNITS USED IN THE LENGTH ARE TO BE "OPEN-END" TYPE, TO INSURE FULLY GROUTED HEAD JOINTS. c. ALL LINTELS ARE TO BE PROPERLY SHORED FOR THEIR WEIGHT PLUS ANY CONSTRUCTION LOADS AND LATERALLY BRACED TO PREVENT ANY LATERAL MOVEMENT FORA MINIMUM OF 7 DAYS AFTER GROUTING, UNLESS NOTED OTHERWISE. 4. MASONRY GROUTING PROCEDURES: a. GROUTED MASONRY SHALL BE CONSTRUCTED IN SUCH A MANNER THAT ALL ELEMENTS OF THE MASONRY ACT TOGETHER AS A STRUCTURAL ELEMENT. ALL GROUTING PROCEDURES SHALL CONFORM TO ACI 530. b. PRIOR TO GROUTING, THE GROUT SPACE SHALL BE CLEANED SO THAT ALL SPACES TO BE FILLED WITH GROUT DO NOT CONTAIN MORTAR PROJECTIONS GREATER THAN 1/2", MORTAR DROPPINGS OR OTHER FOREIGN MATERIAL. c. GROUT MATERIALS AND WATER CONTENT SHALL BE CONTROLLED TO PROVIDE ADEQUATE FLUIDITY FOR PLACEMENT, WITHOUT SEGREGATION OF THE CONSTITUENTS AND SHALL BE MIXED THOROUGHLY. SEGREGATION OF THE GROUT MATERIALS AND DAMAGE TO THE MASONRY SHALL BE AVOIDED DURING THE GROUTING PROCESS. d. THE GROUTING OF ANY SECTION OF WALL SHALL BE COMPLETED IN ONE DAY WITH NO INTERRUPTIONS GREATER THAN ONE HOUR. e. BETWEEN GROUT POURS, A HORIZONTAL CONSTRUCTION JOINT SHALL BE FORMED BY STOPPING ALL WYTHES AT THE SAME ELEVATION AND WITH THE GROUT STOPPING A MINIMUM OF 1 1/2 INCHES BELOW A MORTAR JOINT, EXCEPT AT THE TOP OF THE WALL. WHERE BOND BEAMS OCCUR, STOP GROUT POUR A MINIMUM OF 1/2 INCH BELOW THE TOP OF THE MASONRY. f. ALL CELLS AND SPACES CONTAINING REINFORCING BARS SHALL BE FILLED WITH GROUT. GROUT SHALL BE PLACED SO THAT ALL SPACES TO BE GROUTED DO NOT CONTAIN VOIDS. GROUT SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION DURING PLACING BEFORE LOSS OF PLASTICITY IN A MANNER TO FILL THE GROUT SPACE AND RECONSOLIDATED AFTER EXCESS MOISTURE HAS BEEN ABSORBED, BUT BEFORE WORKABILITY LOST. GROUT POURS GREATER THAN 12 INCHES SHALL BE RECONSOLIDATED BY MECHANICAL VIBRATION TO MINIMIZE VOIDS DUE TO WATER LOSS. GROUT POURS 12 INCHES OR LESS IN HEIGHT SHALL BE MECHANICALLY VIBRATED, OR PUDDLED. h. WHERE GROUT POUR HEIGHT EXCEEDS 5 FEET, CLEANOUTS SHALL BE PROVIDED IN THE BOTTOM COURSE AT EVERY VERTICAL BAR LOCATION BUT SHALL NOT BE SPACED MORE THAN 32 INCHES ON CENTER FOR SOLID GROUTED MASONRY. GROUT SHALL BE PLACED IN GROUT LIFTS NOT TO EXCEED 5 FEET. FOLLOWING WATER LOSS ABSORBED BY MASONRY UNITS, A SUBSEQUENT LIFT MAY BE PLACED. GROUT POUR HEIGHTS SHALL NOT EXCEED 16 FEET IN HEIGHT. !. REINFORCING SHALL BE CONTINUOUS THE FULL HEIGHT OF THE GROUT POUR PLUS ANY REQUIRED LAP ABOVE. REINFORCEMENT SHALL BE SECURED AGAINST DISPLACEMENT PRIOR TO GROUTING BY WIRE POSITIONERS OR OTHER SUITABLE DEVICES AT INTERVALS NOT TO EXCEED 200 BAR DIAMETERS NOR 10 FEET. TOLERANCE FOR THE PLACEMENT OF STEEL IN WALLS AND FLEXURAL ELEMENTS SHALL BE PLUS OR MINUS 1/2 INCH FOR "d" EQUAL TO 8 INCHES OR LESS, PLUS OR MINUS ONE INCH FOR "d" EQUAL TO 24 INCHES OR LESS BUT GREATER THAN 8 INCHES, AND PLUS OR MINUS 1 1/4 INCH FOR "d" GREATER THAN 24 INCHES. g. g. I. POST INSTALLED ANCHORS 1. EXPANSION AND EPDXY ANCHORS ARE TO BE USED ONLY AS EXPLICITLY SHOWN ON PLANS AND DETAILS OR BY PRIOR APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD AND THE BUILDING OFFICIAL. 2. MANUFACTURER'S INSTALLATION TRAINING AND CERTIFICATION IS REQUIRED ON ALL POST -INSTALLED ANCHORS FOR ANCHOR INSTALLER. 3. ALL CONCRETE OR MASONRY SHALL BE AT ITS SPECIFIED DESIGN STRENGTH AT THE TIME OF INSTALLATION. 4. CONCRETE: a. EXPANSION ANCHORS ARE TO BE SIMPSON "STRONG BOLT 2 WEDGE ANCHOR" INSTALLED IN ACCORDANCE WITH ICC ESR -3037. b. SCREW ANCHORS ARE TO BE SIMPSON "TITEN HD" ANCHORS INSTALLED IN ACCORDANCE WITH ICC ESR -2713. INTERIOR APPLICATIONS ONLY. c. EPDXY ANCHORS ARE TO BE ASTM A307 GRADE A THREADED ROD WITH SIMPSON "SET -XP ADHESIVE ANCHOR SYSTEM" EPDXY IN CURED CONCRETE INSTALLED IN ACCORDANCE WITH ICC ESR -2508 OR SIMPSON "AT -XP FAST CURING ADHESIVE ANCHOR SYSTEM" EPDXY IN CURED CONCRETE INSTALLED IN ACCORDANCE WITH IAPMO UES ER -263. 5 SOLID GROUTED MASONRY: a. EXPANSION ANCHORS ARE TO BE SIMPSON "STRONG BOLT 2 WEDGE ANCHOR" INSTALLED IN ACCORDANCE WITH ICC IAPMO UES ER -240. b. SCREW ANCHORS ARE TO BE SIMPSON "TITEN HD" ANCHORS INSTALLED IN ACCORDANCE WITH ICC ESR -1056. INTERIOR APPLICATIONS ONLY. c. EPDXY ANCHORS ARE TO BE ASTM A307 GRADE A THREADED ROD WITH SIMPSON "SET -XP" ADHESIVE ANCHOR SYSTEM" EPDXY IN SOLID GROUTED CELLS INSTALLED IN ACCORDANCE WITH IAPMO UES ER -265 OR SIMPSON "AT -XP" FAST CURING ADHESIVE ANCHOR SYSTEM" EPDXY IN SOLID GROUTED CELLS INSTALLED IN ACCORDANCE WITH IAPMO UES ER -281. J. STRUCTURAL AND MISC. STEEL: 1. MATERIAL PROPERTIES: a. TO BE ASTM A 36 UNLESS NOTED OTHERWISE. b. ALL W SHAPES TO BE ASTM A 572, GRADE 50, OR ASTM A 992 GRADE 50. c. PIPE COLUMNS TO BE ASTM A 53, TYPE E OR TYPE S, GRADE B, Fy = 35 KSI. d. SQUARE OR RECTANGULAR HSS TUBES TO BE ASTM A 500, GRADE C, Fy = 50 KSI. e. ROUND HSS TUBES TO BE ASTM A 500, GRADE C, Fy = 46 KSI. f. ALL STEEL TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH A.I.S.C. "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS". USE LATEST ADOPTION OF AISC. STEEL FURNISHED FOR STRUCTURAL LOAD CARRYING PURPOSES SHALL BE PROPERLY IDENTIFIED FOR CONFORMITY TO THE ORDERED GRADE IN ACCORDANCE WITH THE SPECIFIED ASTM STANDARD. ALL IN ACCORDANCE WITH I.B.C., SECTION 2203.1. 2. ALL STRUCTURAL STEEL SHALL BE FABRICATED BY A FABRICATOR WITH ANY ONE OF THE FOLLOWING MINIMUM QUALIFICATIONS. QUALIFICATIONS SHALL BE IN EFFECT AT TIME OF BID. a. INTERNATIONAL ACCREDITATION SERVICE, INC. (IAS) APPROVED FABRICATOR. b. AISC CERTIFIED FABRICATOR (STD). 3 FABRICATOR SHALL SUBMIT DOCUMENTATION OF THEIR CERTIFICATION WITH THE FIRST SHOP DRAWING SUBMITTAL. 4. STEEL FABRICATOR TO COORDINATE ALL BRACING, PLATES, ERECTION BOLTS, ETC. WITH THE STEEL JOIST MANUFACTURER AND STEEL ERECTOR. 5. STRUCTURAL STEEL FRAMING: THE STEEL FRAMING IS A "NON -SELF-SUPPORTING STEEL FRAME". THE ERECTOR SHALL COMPLY WITH THE PROVISIONS OF THE AISC CODE OF STANDARD PRACTICE. ALL GUYS AND TEMPORARY SUPPORTS SHALL REMAIN IN PLACE UNTIL ALL MASONRY WALLS AND THE CONNECTIONS OF THE STEEL TO THE MASONRY WALLS ARE COMPLETE. 6. WELDING: FOR STRUCTURAL STEEL TO BE IN ACCORDANCE WITH A.W.S. REQUIREMENTS FOR E70XX ELECTRODES. 7. BOLTS: a. ALL BOLTS TO BE ASTM A 325-N T.C. UNLESS NOTED OTHERWISE. b. BOLTS AT COLUMN CAP PLATES AND WALL BEARING PLATES TO BE ASTM A307 c. ANCHOR RODS SHALL BE ASTM F 1554 GRADE 36. ANCHOR RODS SHALL BE PROTECTED FROM TRAFFIC OR USE WHICH MAY DAMAGE THEM IN ANY WAY. 8. HEADED STUD SHEAR CONNECTORS: TO BE ASTM A 108. 9. DEFORMED BAR ANCHORS: TO BE ASTM A 496. g. K. METAL ROOF DECK: 1. TO BE PAINTED AND OF THE TYPE AND GAUGES CALLED FOR ON THE DRAWINGS, MANUFACTURED AND ERECTED PER S.D.I. AND IAPMO UNIFORM ES #217 2. ALL METAL ROOF DECK SHALL BE CONTINUOUS OVER 2 OR MORE SPANS. 3. STEEL DECK INSTITUTE SPECIFICATIONS AND RECOMMENDATIONS APPLY EXCEPT AS OTHERWISE NOTED. 4. MINIMUM ALLOWABLE DIAPHRAGM SHEAR PER ICC REPORT SHALL BE 561 PLF. ERECT IN ACCORDANCE WITH THE REPORT TO MEET THE REQUIRED SHEAR SPECIFIED ABOVE, EXCEPT THAT IN NO CASE SHALL THE ATTACHMENT BE SPACED GREATER THAN 12" O.C. AT ALL SUPPORTS AND EDGES, NOR SHALL CONNECTIONS BETWEEN PARALLEL EDGES BE MORE THAN 12" O.C. OPENING EDGES SHALL RECEIVE THE SAME ATTACHMENTS REQUIRED AT DECK ENDS OR 6" O.C. MAXIMUM SPACING. 5. PROVIDE MINIMUM 2" END LAP TO DECK SHEETS CENTERED OVER SUPPORTS. 6. SUBMIT SHOP DRAWINGS SHOWING THE ERECTION PROCEDURE AND CONNECTION PATTERN, THE ICC REPORT NUMBER, AND THE DIAPHRAGM SHEAR CAPACITY FURNISHED. FABRICATE AFTER ARCHITECTS REVIEW. 7. ALL METAL DECK IS TO BE WELDED WITH E6022 ELECTRODES UNLESS OTHER ELECTRODES ARE SPECIFICALLY APPROVED BY THIS ENGINEER. ALL WELDERS ARE TO HAVE "LIGHT -GAGE" CERTIFICATION PER A.W.S. REQUIREMENTS. L. COLD FORMED METAL FRAMING: 1. SHALL BE HI -TENSILE (Fy=50 KSI), DESIGNED, DETAILED AND FABRICATED IN ACCORDANCE WITH IBC STANDARD REFERENCES AISI S100, S200, S210, S211, S212, S213AND S214 ALONG WITH AISI "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF LIGHT GAUGE COLD -FORMED STEEL STRUCTURAL MEMBERS" LATEST ADOPTION AND THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) I.CC. REPORT # 3064P OR ENGINEER APPROVED EQUAL. 2. STANDARD SSMA "MILL" DESIGNATIONS AND THEIR CORRESPONDING SHEET METAL GAUGE ARE AS FOLLOWS: 22 MILLS 33 MILLS 43 MILLS 54 MILLS 68 MILLS 97 MILLS 22 GAUGE 20 GAUGE 18 GAUGE 16 GAUGE 14 GAUGE 12 GAUGE. 3. STEEL CHANNELS AND ZEE SECTIONS TO BE HIGH TENSILE, COLD -FORMED, STIFFENED EDGE SECTIONS DESIGNED IN ACCORDANCE WITH A.I.S.I. SPECIFICATIONS. STEEL SHALL MEET THE PHYSICAL REQUIREMENTS OF ASTM A 441 4. EXTERIOR WALLS AND PARAPETS SPECIFIED AS METAL STUDS TO BE COLD -ROLLED SECTIONS AND SHALL BE DESIGNED, DETAILED AND FABRICATED IN ACCORDANCE WITH A.I.S.I. SPECIFICATION FOR THE DESIGN OF LIGHT GAUGE COLD -FORMED STEEL STRUCTURAL MEMBERS AND THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) I.CC. REPORT # 3064P OR ENGINEER APPROVED EQUAL. 5. MATERIALS: a. ALL FRAMING MEMBERS SHALL BE OF THE TYPE AND SIZE AS SHOWN ON THE DRAWINGS AND SPECIFICATIONS AND SHALL BE MANUFACTURED IN CONFORMANCE WITH THE STEEL STUD MANUFACTURER'S ASSOCIATION (SSMA) I.CC. REPORT # 3064P OR APPROVED EQUAL. b. ALL 14 AND 16 GAUGE STUDS AND JOISTS SHALL BE FORMED FROM STEEL MEETING THE MINIMUM REQUIREMENTS OF ASTM A 570, GRADE 50. c. ALL 14 AND 16 GAUGE TRACK AND BENT SHAPES, 18 AND 20 GAUGE STUDS SHALL BE FORMED FROM STANDARD COMMERCIAL STEEL WITH A MINIMUM YIELD POINT OF 33 KSI. d. ALL STRUCTURAL COMPONENTS SHALL BE GIVEN A COAT OF RUST RESISTING PAINT. FIELD ABRASIONS AND WELDS SHALL BE TOUCHED UP IN THE FIELD AFTER ERECTION. 6. PROVIDE BRIDGING AT A MAXIMUM OF 4'-0" o.c. OR PER STEEL STUD MANUFACTURERS ASSOCIATION I.CC. REPORT # 3064P 7. SHOP DRAWINGS SHOWING MATERIAL PROPERTIES, SECTION PROPERTIES AND FABRICATION SHALL BE SUBMITTED FOR REVIEW PRIOR TO CONSTRUCTION. 8. WALL FRAMING COMPONENTS SHALL BE PREFABRICATED INTO PANELS OF A SUITABLE SIZE FOR ERECTION. 9. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY OR AT AN ANGLE AS IN BRACING TO FIT FIRMLY AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD SECURELY IN PLACE UNTIL PROPERLY FASTENED. 10. ATTACHMENT OF COMPONENTS SHALL BE WELDED. ALL WELDS SHALL BE FILLET, PLUG, BUTT OR SEAM AS INDICATED ON THE DRAWINGS AND MADE WITH 3/32" AWS TYPE E 6013, E 6014, OR E 7014 ROD WITH A WELDING HEAT OF 60-110 AMPERES. WIRE FEED TYPE WELDER IS RECOMMENDED. M. WOOD: 1. DIMENSIONAL LUMBER: ALL TO BE GRADE STAMPED PER W.C.L.B. RULES. a. ALL WOOD TO BE D. FIR #2 UNLESS OTHERWISE NOTED. b. PURLINS TO BE D. FIR DENSE #1. c. FRAMING LUMBER TO HAVE A MINIMUM Fb OF 900 PSI AND A MINIMUM Fc OF 600 PSI. d. ALL WALL PLATES OR SILLS BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED D. FIR. e. ALL LUMBER SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 19 PERCENT AT THE TIME OF CONSTRUCTION. f. WOOD FRAMING MEMBERS SHALL NOT BE NOTCHED OR DRILLED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT. DO NOT SUSPEND ANY SPRINKLERS, PIPING, CEILINGS OR ANY OTHER ITEMS FROM 2x MEMBERS. 2. PLYWOOD: a. WHERE WALL SHEATHING IS APPLIED TO METAL STUDS, USE #8 FLATHEAD TEK SCREWS x 1" LONG, WITH A MINIMUM OF .292" HEAD DIAMETER, AT 6" O.C. AT PANEL EDGES, BLOCKING AND PERIMETER AND AT 12" O.C. AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES SHALL BE BLOCKED WITH 1 1/2" x 14 GAGE STRAPPING. ALL STUDS SHALL BE DOUBLED BACK TO BACK AT END OF WALLS b. ALL PLYWOOD SHALL BEAR THE STAMP OF AN APPROVED TESTING AGENCY. c. LAY UP PLYWOOD WITH FACE GRAIN PERPENDICULAR TO SUPPORTS; STAGGER JOINTS. d. ORIENTED STRAND BOARD (OSB) MAY NOT BE SUBSTITUTED FOR PLYWOOD WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT. g. N. SHOP DRAWINGS: 1. SHOP DRAWINGS ARE TO BE SUBMITTED FOR ALL STRUCTURAL ITEMS AND AS REQUIRED BY THE SPECIFICATIONS. CONTRACT DRAWINGS SHALL NOT BE REPRODUCED FOR USE AS SHOP DRAWINGS. 2. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW BY THE ENGINEER PRIOR TO FABRICATION. 3. CONTRACTOR SHALL REVIEW ALL AND STAMP ALL SHOP DRAWINGS AND PRODUCT DATA FOR CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS PRIOR TO SUBMITTAL. ALL ITEMS NOT IN ACCORDANCE WITH THE CONTRACT DRAWINGS SHALL BE SO NOTED UPON THE CONTRACTORS REVIEW. ANY SHOP DRAWINGS OR PRODUCT DATA NOT REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR WILL BE RETURNED WITHOUT REVIEW. 4. ANY SHOP DRAWING NOT CHECKED AND INITIALED BY THE SUPPLIER/DETAILER PRIOR TO SUBMITTING FOR ARCHITECTURAL AND ENGINEERING REVIEW, WILL BE RETURNED WITHOUT REVIEW. 5. ANY CHANGE FROM THE ORIGINAL DRAWINGS SHALL BE NOTED BY THE SUBMITTING PARTY. ANY CHANGES NOT CALLED OUT SHALL BE CONSIDERED NOT APPROVED UNLESS SPECIFICALLY NOTED OTHERWISE. THE SHOP DRAWING STAMP SHALL NOT BE CONSIDERED IMPLIED APPROVAL OF ANY CHANGES. 6. SHOP DRAWINGS SHALL NOT REPLACE THE CONTRACT DRAWINGS. ITEMS OMITTED OR SHOWN INCORRECTLY AND NOT NOTED BY THE REVIEWER ARE NOT TO BE CONSIDERED CHANGES TO THE CONTRACT DRAWINGS. REVIEW IS INTENDED AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT ITEMS ARE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DRAWINGS. 7. ANY ENGINEERING DESIGN PERFORMED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE APPROPRIATE JURISDICTION AND DISCIPLINE. COMPLETE DESIGN CALCULATIONS FOR EACH MEMBER SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW BY THE ENGINEER. THE ADEQUACY OF DESIGNS AND LAYOUTS PERFORMED BY OTHERS RESTS WITH THE DESIGNING OR SUBMITTING PARTY. O. SPECIAL STRUCTURAL INSPECTION: 1. SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH I.B.C. SECTION 1704 FOR THE FOLLOWING ITEMS BY A SPECIAL INSPECTOR. 2. ALL SPECIAL INSPECTORS SHALL BE UNDER THE SUPERVISION OF A REGISTERED CIVIL OR STRUCTURAL ENGINEER. 3. THE QUALIFICATIONS OF ALL SPECIAL INSPECTORS SHALL BE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. 4. THE MINIMUM QUALIFICATIONS FOR THE SPECIAL INSPECTORS ARE AS FOLLOWS: a. CONCRETE AND PRESTRESSED CONCRETE INSPECTION- ICC CERTIFICATION IN REINFORCED CONCRETE AND PRESTRESSED CONCRETE OR E.I.T. CERTIFICATION. b. STRUCTURAL WELDING INSPECTION (1) VISUAL TESTING- ICC CERTIFICATION IN STRUCTURAL STEEL AND WELDING OR AWS CERTIFIED WELDING INSPECTOR (CWI) (2) NON-DESTRUCTIVE TESTING- AWS CWI c. HIGH STRENGTH BOLTING INSPECTION- ICC CERTIFICATION IN STRUCTURAL STEEL AND WELDING d. EXPANSION/ADHESIVE ANCHOR INSPECTION- ICC CERTIFICATION IN REINFORCED CONCRETE AND MASONRY OR EIT CERTIFICATION. e. STRUCTURAL MASONRY INSPECTION- ICC CERTIFICATION IN MASONRY OR EIT CERTIFICATION. f. SPECIAL CASES- EXPERIENCE ACCEPTABLE TO THE STRUCTURAL ENGINEER OF RECORD. 5. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: a. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK REQUIRING SPECIAL INSPECTION FOR CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. b. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO BE KEPT AT THE SITE FOR USE BY THE BUILDING OFFICIAL, THE CONTRACTOR, THE STRUCTURAL ENGINEER OF RECORD, AND THE ARCHITECT OF RECORD. IF SPECIAL INSPECTION IS PROVIDED BY ANYONE OTHER THAN THE STRUCTURAL ENGINEER OF RECORD, INSPECTION REPORTS SHALL BE SUBMITTED TO THE OFFICE OF THE STRUCTURAL ENGINEER ON A WEEKLY BASIS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN IF UNCORRECTED, TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL. c. UPON COMPLETION OF THE ASSIGNED WORK, THE SPECIAL INSPECTOR SHALL COMPLETE AND SIGN A FINAL REPORT CERTIFYING THAT TO THE BEST OF HIS KNOWLEDGE, THE WORK IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. 6. DUTIES AND RESPONSIBILITIES OF THE CONTRACTOR: a. NOTIFY THE RESPONSIBLE INSPECTOR THAT WORK IS READY FOR INSPECTION AT LEAST ONE WORKING DAY (24 HOURS MINIMUM) BEFORE SUCH INSPECTION IS REQUIRED. b ALL WORK REQUIRING SPECIAL STRUCTURAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT IS OBSERVED BY THE SPECIAL STRUCTURAL INSPECTOR. 7. STEEL: INSPECTION SHALL BE IN ACCORDANCE WITH THE QUALITY ASSURANCE INSPECTION REQUIREMENTS OF AISC 360-10 AND INCLUDING BUT NOT LIMITED TO THE STEEL INSPECTION TABLE ON THIS SHEET. 8. CONCRETE (SEE IBC TABLE 1705.3) 9. MASONRY (SEE ACI 530-11 TABLE 1.19.2) 10. EPDXY/EXPANSION ANCHORS PER MANUFACTURER SPECIFICATIONS 11. SOILS/FOUNDATION (IBC 1705.6): a. PERIODIC INSPECTION DURING TASK LISTED; (1) VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. (2) VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. (3) PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS. (4) PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT THE SITE HAS BEEN PREPARED PROPERLY. b. CONTINUOUS INSPECTION DURING TASK LISTED ; (1) VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. c. INSPECTIONS TO BE COMPLETED BY THE GEOTECHNICAL ENGINEER OF RECORD. 12. SPRAY -APPLIED FIRE -RESISTIVE MATERIALS a. PERIODIC INSPECTION OF FIRE -RESISTIVE MATERIALS SPRAY -APPLIED TO STRUCTURAL ELEMENTS AND DECKS IN ACCORDANCE WITH IBC SECTION 1705.13. 13. APPROVED FABRICATORS; a. PER IBC 1705.2 SPECIAL INSPECTIONS ARE NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. APPROVAL SHALL BE BASED UPON REVIEW OF THE FABRICATOR'S WRITTEN PROCEDURAL AND QUALITY CONTROL MANUALS AND PERIODIC AUDITING OF FABRICATION PRACTICES BY AN APPROVED SPECIAL INSPECTION AGENCY. AT COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. 14. REPORT REQUIREMENT; a. PER IBC 1704.2.4 SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. REPORTS SHALL INDICATE THAT WORK INSPECTED WAS OR WAS NOT COMPLETED IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THE DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK. A FINAL REPORT DOCUMENTING THE REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED AT A POINT IN TIME AGREED UPON PRIOR TO THE START OF WORK BY THE APPLICANT AND THE BUILDING OFFICIAL. P. DEFERRED SUBMITTAL: 1. DEFERRED SUBMITTALS ARE THOSE PORTIONS OF THE DESIGN WHICH ARE NOT SUBMITTED AT THE TIME OF PERMIT APPLICATION AND WHICH ARE TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. THE FOLLOWING ITEMS ARE CONSIDERED DEFERRED SUBMITTAL ITEMS; PREFABRICATED CANOPIES. DEFERRED SUBMITTAL DOCUMENTS, SHOP DRAWINGS AND CALCULATIONS, SHALL BE SUBMITTED TO THE BUILDING OFFICIAL BY THE CONTRACTOR AFTER IT HAS BEEN REVIEWED BY THE STRUCTURAL ENGINEER OF RECORD, AND HAS BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. DOCUMENTS ARE TO BE SUBMITTED BY THE CONTRACTOR TO THE CITY FIELD INSPECTOR PRIOR TO INSTALLATION. PLEASE SUBMIT AS SOON AS POSSIBLE TO ALLOW ADEQUATE TIME FOR REVIEW. SHEET INDEX S1.0 General Structural Notes S1.1 Typical Details S2.0 (E) Foundation Plan S2.1 Enlarged Foundation Plans S3.0 (E) Roof Framing Plan S3.1 Enlarged Roof Framing Plans S4.0 Foundation Details S4.1 Foundation Details S5.0 Framing Details 1 TABLE 1705.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE 1. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTERSSING TENDONS, AND PLACEMENT - X ACI 318: 3.5, 7.1-7.7 1910.4 2. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WITH TABLE 1704.3, ITEM 5b - -- AWS D1.4; ACI 318: 3.5.2 - 3. INSPECTION OF ANCHORS CAST IN CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE STRENGTH DESIGN IS USED - X ACI 318: 8.1.3, 21.2.8 1908.5, 1909.1 4. INSPECTION OF ANCHORS POST -INSTALLED IN HARDENED CONCRETE MEMBERS -- X ACI 318: 3.8.6, 8.1.3, 21.2.8 1909.1 5. VERIFYING USE OF REQUIRED DESIGN MIX1904.2, -- X ACI 318: CH 4, 5.2-5.4 1910.2, 1910.3 6. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE X -- ASTM C 172 ASTM C 31 ACI 318: 5.6-5.8 1910.10 7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES X -- ACI 318: 5.9, 5.10 1910.6, 1910.7, 1910.8 8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING AND TEMPERATURE TECHNIQUES -- X ACI 318: 5.11-5.13 1910.9 9. INSPECTION OF PRESTRESSED CONCRETE: a. APPLICATION OF PRESTRESSING FORCES X -- ACI 318: 18.20 ACI 318: 18.18.4 -- b. GROUTING OF BONDED PRESTRESSING TENDONS IN THE SEISMIC -FORCE -RESISTING SYSYEM X -- 10. ERECTION OF PRECST CONCRETE MEMBERS -- X ACI 318: CH16 -- 11. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING TENDONS IN POST TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS -- X ACI 318: 6.2 -- 12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED -- X ACI 318: 6.1.1 -- TABLE 1.19.2 LEVEL B QUALITY ASSURANCE PROGRAM AND INSPECTION OF MASONRY CONSTRUCTION INSPECTION TASK FREQUENCY OF INSPECTION REFERENCE FOR CRITERIA CONTINUOUS PERIODIC a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE CONSTRUCTION DOCUMENTS ACI 530/ ASCE5/TMS402 ACI 530.1/ ASCE6/TMS60 1. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED -- X X -- ART 1.5 2. VERIFICATION OF fm AND faac PRIOR TO CONSTRUCTION EXCEPT WHERE SPECIFICALL EXEMPTED BY THIS CODE -- X AISC 360, SECTION M2.5 -- ART 1.4B 3. VERIFICATION OF SLUMP FLOW AND VSI AS DELIVERED TO THE SITE FOR SELF -CONSOLIDATING GROUT X -- -- -- ART 1.5B.1.b.3 4. AS MASONRY CONSTRUCTION BEGINS, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: a. PROPORTIONS OF SITE PREPARED MORTAR -- X -- -- ART 2.6A b. CONSTRUCTION OF MORTAR JOINTS -- X -- ART 3.3B c. LOCATION OF REINFORCEMENT, CONNECTORS, PRESTRESSING TENDONS AND ANCHORAGES -- X b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED -- ART 3.4, 3.6A d. PRESTRESSING TECHNIQUE -- X 1) COMPLETE AND PARTIAL PENETRATION GROOVE WELDS -- ART 3.6B e. GRADE AND SIZE OF PRESTRESSING TENDONS AND ANCHORAGES -- X 2) MULTIPASS FILLET WELDS -- ART 2.4B, 2.4H 5. DURING CONSTRUCTION THE INSPECTION PROGRAM SHALL VERIFY: a. SIZE AND LOCATION OF STRUCTURAL ELEMENTS \ -- X X -- ART 3.3F b. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF-- MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION 7 X -- SEC 1.2.2(e), 1.16.1 __ c. SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT, ANCHOR BOLTS, PRESTRESSING TENDONS AND ANCHORAGES -- x 1) VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A706 SEC 1.15 ART 2.4, 3.4 d. WELDING OF REINFORCING BARSX Cirj. f - 3.5.2 SEC 2.1.9.7.2, 3.3.3.4 (b) X e. PREPARATION, CONSTRUCTION AND PROTECTION OF MASONRY DURING COLD WEATHER-- (TEMPERATURE BELOW 40°F) OR HOT WEATHER (TEMPERATURE ABOVE 90°F) X -- 4) OTHER REINFORCING STEEL ART 1.8C, 1.8D f. APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE X a. DETAILS SUCH AS BRACING AND STIFFENING - ART 3.6B 6. PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: a. GROUT SPACE IS CLEAN -- X c. APPLICATION OF JOINT DETAILS AT EACH, CONNECTION. -- ART 3.2D b. PLACEMENT OF REINFORCEMENT AND CONNECTORS AND PRESTRESSING TENDONS AND ANCHORAGES -- X SEC 1.13 ART 3.4 c. PROPORTIONS OF SITE -PREPARED GROUT AND-- PRESTRESSING GROUT FOR BONDED TENDONS X - ART 2.6B d. CONSTRUCTION OF MORTAR JOINTS -- X -- ART 3.3B 7. GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE: X ART 3.5 a. GROUTING OF PRESTRESSING BONDED TENDONS X -- -- ART 3.6C 8. PREPARATION OF ANY REQUIRED GROUT SPECIMENS, MORTAR SPECIMENS AND/ OR PRISMS SHALL BE OBSERVED -- X -- ART 1.4 STEEL INSPECTION TABLE REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD 1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND WASHERS: a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE CONSTRUCTION DOCUMENTS -- X APPLICABLE ASTM MATERIAL SPECIFICATIONS; AISC 360, SECTION A3.3 b. MANUFACTURERS CERTIFICATE OF COMPLIANCE REQUIRED job no.: 17-021 X 2. INSPECTION OF HIGH STRENGTH BOLTING: a. SNUG TYPE JOINTS -- X AISC 360, SECTION M2.5 b. PRETENSIONED AND SLIP CRITICAL JOINTS USING TURN OF NUT WITH MATCH MARKING, TWIST -OFF BOLT OR DIRECT TENSION INDICATOR METHODS OF INSTALLATION. -- X c. PRETENSIONED AND SLIP CRITICAL JOINTS USING TURN OF NUT WITHOUT MATCH MARKING, OR CALIBRATED WRENCH METHODS OF INSTALLATION. X -- 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL AND COLD FORMED DECK: a. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO CONFORM TO AISC 360 -- X AISC 360, SECTION M2.5 b. FOR OTHER STEEL, IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS -- X APPLICABLE ASTM MATERIAL STANDARDS c. MANUFACTURER'S CERTIFIED MILL TEST REPORTS -- X 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: a. IDENTIFICATION MARKINGS TO CONFORM TO AWS STANDARDS SPECIFIED IN THE CONSTRUCTION DOCUMENTS -- -- AISC 360, SECTION A3.5 AND APPLICABLE AWS A5 DOCUMENTS b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED - _ _ 5. INSPECTION OF WELDING: a. STRUCTURAL STEEL 1) COMPLETE AND PARTIAL PENETRATION GROOVE WELDS X -- AWS D1.1� r REV p, OFP . MA 2) MULTIPASS FILLET WELDS X -- 3) SINGLE -PASS FILLET WELDS > 5/16" X __ 4) PLUG AND SLOT WELDS X -- 5) SINGLE -PASS FILLET WELDS < 5/16" - X 6) FLOOR AND ROOF DECK WELDS -- X AWS D1.31 b. REINFORCING STEEL 1) VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A706 - X Cirj. f AWS D1.4; ACI 318: 3.5.2 2) REINFORCING STEEL -RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF SPECIAL STRUCTURAL WALLS OF CONCRETE AND SHEAR REINFORCEMENT. X -_ 3) SHEAR REINFORCEMENT X -- 4) OTHER REINFORCING STEEL - X 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH CONSTRUCTION DOCUMENTS: a. DETAILS SUCH AS BRACING AND STIFFENING - b. MEMBER LOCATIONS c. APPLICATION OF JOINT DETAILS AT EACH, CONNECTION. iEWED FOR COMPLIANCE PRO V E a Rit'^ 0 2018 SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com AVS JOB #: 7162 1 A.V. SCHWAN & ASSOCIATES CONSULTING ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265-4331 Fax: (480) 663-1788 Wcbsite: www.AVSchwan.com 1 Ct 12 120 c� w w w`` ` ] � „/Ce5. < 13(5-1 0E5Y (0 Q >, Y RECEIVED CITY OF TUKWILA FEB 1 3 2018 PERMIT CENTER date: Oa/06/2OI7 issued for: GONSTRUGTION ISSUE revision no.: date: OWNER REVISION 08-28-I1 A FIELD REVISION of -la -IS g FIELD REVISION 02 -O4 -IS job no.: 17-021 sheet title: GENERAL STRUCTURAL NOTES sheet no.: 51.0 VARIES (E) CONCRETE TILT PANEL (N) SLAB ON GRADE OPENING SIZE 8" C.M.U. REINFORCING GROUT "D" 1'-0" THRU 3'-4" (2) #5 8" 3'-5" THRU 5'-4" (2) #5 16" 5'-5" THRU 7'-4" (2) #5 24" 7'-5" THRU 9'-4" (2) #5 32" 9'-5" THRU 11'-4" (2) #5 40" 11'-5" THRU 14'-0" (2) #5 TOP & BOTT 48" 1. ALL REINFORCING TO EXTEND A MINIMUM OF 24" BEYOND JAMBS AND BE GROUTED SOLID FOR DEPTH "D". 2. ALL CONC MASONRY UNITS USED IN LENGTH OF LINTEL TO BE "OPEN-END" TYPE, TO INSURE FULLY GROUTED HEAD JOINTS. 3. ALL LINTELS TO BE PROPERLY SHORED DURING GROUTING & REMAIN IN PLACE FOR A MIN OF 7 DAYS 4. FOLLOWING GROUTING ALL GROUT TO BE MINIMUM OF 2000 PSI @ 28 DAYS. CONCRETE STRENGTH = 3000 PSI BAR SIZE TOP BARS OTHER BARS CASE 1 CASE 2 CASE 1 CASE 2 #3 28 42 22 32 #4 37 56 29 43 #5 47 70 36 54 #6 56 84 43 64 #7 81 122 63 94 #8 93 139 72 107 #9 105 157 81 121 #10 118 177 91 136 #11 131 196 101 151 CONCRETE STRENGTH = 4000 PSI BAR SIZE TOP BARS OTHER BARS CASE 1 CASE 2 CASE 1 CASE 2 #3 24 36 19 28 #4 32 48 25 37 #5 40 60 31 47 #6 48 72 37 56 #7 70 106 54 81 #8 80 121 62 93 #9 91 136 70 105 #10 102 153 79 118 #11 113 170 87 131 FIN GRADE CONCRETE STEM AND FOOTING LEAVE (E) DOWELS INTACT DURING (E) SLAB DEMO IF CUT OR DAMAGED PROVIDE #5 x 3'-0" 32" o.c. DRILL 5" & EPDXY GROUT USING SIMPSON SET -XP MASONRY VERT GROUT SOLID FIN. FLR. (N) GUARDRAIL - SEE ARCH'L TOP REINF - SEE SCHEDULE REINF - SEE SCHEDULE (N) 8" CONCRETE WALL w/ #5 @ 18" o.c. EA. WAY FINISHED GRADE - SEE CIVIL PLAN LINTEL 'U' BLOCK #5 CONT ////\//\//\//\//V'7/\//'7/'7/'71'7/\\//\\//\\7/ LINTEL SECTION NOTES: 1. TABLE FOR USE WITH NORMAL WEIGHT CONCRETE AND GRADE 60 UNCOATED REINF. BARS. FOR LIGHTWEIGHT AGGREGATE USE 1.3. LENGTHS ARE IN INCHES. 2. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST IN THE MEMBER BELOW THE BAR. 3. FOR LAP SPLICES OF INDIVIDUAL BARS WITHIN A 3 BAR BUNDLE MULTIPLY TABULATED VALUE BY 1.2. FOR A 4 BAR BUNDLE MULTIPLY TABULATED VALUE BY 1.3 . ENTIRE BUNDLES SHALL NOT BE LAP SPLICED AT THE SAME LOCATION. SPLICES FOR INDIVIDUAL BARS WITHIN A BUNDLE SHALL BE STAGGERED SUCH THAT THEY DO NOT OVERLAP. 4. COMPRESSION LAP SPLICE (ONLY WHERE INDICATED ON DRAWINGS) FOR GRADE 60 BARS USE 30 BAR DIA. 5. CASES 1 AND 2 ARE DEFINED AS FOLLOWS: BEAMS OR COLUMNS CASE 1: COVER AT LEAST 1.0 BAR DIA. AND CENTER TO CENTER SPACING AT LEAST 2.0 BAR DIA. CASE 2: COVER LESS THAN 1.0 BAR DIA. OR CENTER TO CENTER SPACING LESS THAN 2.0 BAR DIA. ALL OTHER MEMBERS CASE 1: COVER AT LEAST 1.0 BAR DIA. AND CENTER TO CENTER SPACING AT LEAST 3.0 BAR DIA. CASE 2: COVER LESS THAN 1.0 BAR DIA. OR CENTER TO CENTER SPACING LESS THAN 3.0 BAR DIA. MASONRY LINTEL SCHEDULE SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com TYPICAL FOR ALL EXCAVATION ADJACENT TO ALL WALL OR COLUMN FOOTINGS AVS JOB #: 7162 A.V. SCHWAN & ASSOCIATES CLASS 'B' LAP SPLICE IN CONCRETE TEMPORARY EXCAVATION ADJACEN TO FOOTING DURING CONSTRUCTIO CONSULTING ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265-4331 Fax: (480) 663-1788 Websitc: www.AVSchwan.com 24" #5 x 12"1—@ 48" o.c. (N) CONCRETE SLAB - SEE PLAN (E) FOOTING JAMB REINF. TO EXTEND FLR. TO ROOF 90° STD. HOOK -TYP HORIZ STEEL - SEE SCHEDULE — 180° HOOK ENDS - SEE DETAIL 4/- & 8/- (2) #4 x 4'-0" 1 1/2" FROM RE-ENTRANT POINT 1 1/2" BELOW SLAB SURFACE TRENCH B/ (E) FTG. MASONRY OUT CORNER SLEEVE A.B.C. FILL INSTALL (N) CONCRETE IN 4'-0" SEGMENTS. CONTRACTOR TO SUBMIT SHORING/UNDER PINNING PLANS AND SEQUENCES FOR REVIEW BY ENGINEER OF RECORD PRIOR TO CONSTRUCTION / DEMO. UNDER PINNING SEQUENCING SHALL BE SUCH THAT (E) FOOTINGS DO NOT EXCEED 2,000 PSF LOADING. B�N)FTG. MASONRY VERT SAW JOINT SAW JOINT SLEEVE GROUT ADDED REBAR IN ADJACENT CELL SILLS CORNER VERT CONC. FILL (2) #5 CONT - PROVIDE COUPLERS AS REQUIRED MATCH (E) FTG WIDTH SAW JOINT NO PIPE TRENCH EXCACATION ALLOWED BELOW THIS LINE DOWELS TO MATCH & LAP JAMB REINFORCING PROVIDE ALTERNATE BENDS IN FOOTINGS 48 BAR DIA. CONT. FOOTING ALL VERT. WALL REINF. FULLY DOWELED AT TOP OF FOOTING NO REINFORCING STEEL NECESSARY WHEN (2) SAW CUTS RADIATE FROM RE-ENTRANT POINT NOTE: CONCRETE FILL TO BE THE SAME WIDTH AS FOOTING & FULL WIDTH OF PIPE TRENCH. PIPE TO CLEAR SLEEVE BY 1/2" ALL ROUND a) co 000 a Q Y O co tJ C C�9 Mc�g\ � 8 \-J c`\1uE) MASONRY WALL CONSTRUCTION (N) MASONRY WALL (E) CONCRETE WALL RE-ENTRANT CORNER REINFORCING PIPES r•R CONCRETE FOOTING OPTIONAL CAULK OR RAKE JOINT TYP. VERT. REINFORCING EACH SIDE OF JOINT INTO SOLID GROUTED CELLS (2) #5 @ FLR. BOND - BM. ROOF BOND BM. AND PARAPET B.B. (2) #5 DWL DRILL 4" & EPDXY SET (N) CONC. SLAB SEE PLAN (E) CONCRETE SLAB 1/2"21 EFFECTIVE WELD MASONRY WALL PREMOLDED JOINT FILLER SINGLE MAT OPTIONAL CAULK OR RAKE JOINT 2(a) MIN. TYP. VERT. REINFORCING EACH SIDE OF JOINT INTO SOLID GROUTED CELLS B/ (E) FTG. TYP FOOTING REINFORCING ATTACHMENT PATTERNS GUARDRAIL - SEE ARCH'L 2" HIGH STRENGTH NON -SHRINK GROUT AS REQ'D (2) #5 DOWELS w/ 90° HOOK DRILL AND EPDXY SET MASONRY WALL 8" CONCRETE WALL w/ #5 @ 18" o.c. EA. WAY FINISHED GRADE - SEE CIVIL PLAN (N) FOOTING (E) FOOTING NOTES: DOUBLE MAT PREMOLDED JOINT FILLER 1. ALL HORIZONTAL JOINT REINFORCING DISCONTINUES AT JOINT. ALL BOND BEAM REINFORCING CONTINUES THRU JOINT. NOTE: REINFORCING MAY BE CONTINUOUS 2. SEE ARCHITECTURAL DRAWINGS FOR CONTROL JOINTS. LOCATE AT 24'-0" MAXIMUM BUT NOT LESS THAN 2'-0" FROM BEARING PLATE OR JAMB OF AN OPENING. SUBMIT FOR REVIEW PRIOR TO CONSTRUCTION. #5 CONT 24" #5 x 12" I— @ 32" o.c. CMU FOOTING @ EXISTING WALL TYPICAL CMU WALL REINF. TYPICAL STEPPED FOOTING MARGINAL MEMBER (SEE PLAN) CONCRETE SLAB - SEE PLAN (N) MASONRY WALL (E) CONCRETE WALL WALL - SEE PLAN DOWEL TO MATCH SIZE AND SPACING WITH CMU VERT. (2) #5 @ FLR. BOND BM. ROOF BOND BM. AND PARAPET B.B. (2) #5 DWL DRILL 4" & EPDXY SET CORNER BARS LAP PER G.S.N. #5 BARS AT 12" o.c. (N) CONC. SLAB SEE PLAN (E) CONCRETE SLAB gibe O._Jld 0,,irg Wm OPEN END BOND BEAM A 'rA BLOCK REINF VERT SEE PLAN VERT SEE PLAN INTERSECTION 90° HOOK 'D' = 6d FOR #3 TO #8 'D' = 8d FOR #9 TO #11 'D' = 10d FOR #14 AND #18 180° HOOK PRINCIPAL REINFORCING ear�aA ED FOR PLIANCE O'wD MAR g c znifl CORNER BARS - LAP PER G.S.N. DOUBLE MAT CORNER METAL DECK (SEE PLAN) VERT SEE PLAN VERT SEE PLAN 36/7 ATTACHMENT @ PANEL LAP INTERMEDIATE PANEL SUPPORT MEMBER VSC2 SIDELAP (SEE PLAN) CONNECTION @ 24" o.c. U.N.O. NOTE: STEP CONT FOOTING AS REQUIRED AS RETAINED DEPTH VARIES ALONG WALL LENGTH B/ (E) FTG. CORNER BARS - LAP PER G.S.N. 90° BEND 135° HOOK MAX. OFFSET BEND OPEN END BLOCK BOND BEAM REINF OPEN END BLOCK MIN. 'D' = 1 1/2" FOR #3 MIN. 'D' = 2" FOR #4 MIN. 'D' = 2 1/2" FOR #5 NOTE: ALL BENDS SHALL BE MADE COLD. (2) #5 DOWEL DRILL & EPDXY SET (N) FOOTING (E) FOOTING INTERSECTION CORNER BARS - SINGLE MAT LAP PER G.S.N. TIE OR STIRRUP O ROOF METAL DECK WELDING PATTERN 36/7/4 PATTERN - TYPE 'B' SECTION @ DOCK WALL CMU FOOTING @ EXISTING WALL CORNER TYPICAL CORNER REINFORCING REINFORCING BAR BENDS >+ CD RECEIVED CITY OF TUKWILA FEB 1 3 201 PERMIT CENTER date: O0i/O6/2OI7 issued for: CONSTRUCTION ISSUE revision no.: date: 4OVLNR REVISION o5-25-17 i=1ELD REVISION o1 -19-I8 FIELD REVISION O2 -O4 -IS job no.: 17-027 sheet title: TYPICAL DETAILS sheet no.: 51.1 — — 1 1 (E) STAIR TO REMAIN L—J • --- 1 ,,77777„,,,,,, Z— FOR ENLARGED FOUNDATION PLAN AT (N) LOAEIING DOCK SEE 2/S2.1 1 C.J. r— rt C.J. C.J. J (E) COLUMN & FOOTING TO REMAIN C.J. TYP 7 1 C.J. 1 1 f C.J. 7 J YP C.J. (E) COL & FOO? TO REF UMN ING FAIN P@ (E) COL C.J. T J C.J. C.J. J j (E) COLUMN & FdOTING TO REMAIN 11 C.J. TYP \ / TYPICAL FLOOR SLAB: FIN. FLR.=0'-0” / (N) 6" MIN. CONCRETE FLOOR SLAB w/ 6x6W2.9xW2.9WWF(CHAIRTO 4" OFF OF BOTTOM) OVER. VAPOR RETARDER OVER 4" A.B.C. - SEE SPECIFICATION SECTION 3310 FOR A.B.C. AND VAPOR RETARDER SPECIFICATIONS. TYP (E) CO 1 0 U U 0 0 0 0 J U \ (E) &F TO OLUMN OTING EMAIN / 1 (E) CQLUMN & FOOTING TO REIMAIN C.J. C.J. C.J. REVIEWED FOR 1 'ODE COMPLIANCE APPROVED MAR 2 0 2018 �1:.11FI I .14s�s s� FOUNDATION PLAN NOTES: / (E) \011/ &F TO C.J. OLUMN OTING EMAIN 1. SEE SHEET S1.0 AND S1.1 FOR: A. GENERAL STRUCTURAL NOTES. B. TYPICAL EXCAVATION ADJACENT TO FOOTING. C. TYPICAL SLAB JOINT DETAILS D. TYPICAL STEPPED FOOTING E. TYPICAL MASONRY CONTROL JOINT 2. DENOTES COLUMN SIZE - SEE SCHEDULE ON THIS SHEET. 3. C.J. - DENOTES CONTROL JOINT. 4. M.C.J. - DENOTES MASONRY WALL 'I / FULL HEIGHT CONTROL JOINT. 5. DIMENSIONS AND ELEVATIONS FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. ANY DISCREPINCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, SLAB SLOPES AND DEPRESSIONS NOT NOTED. 6. 0) 7. 1._o., T/ FTG P@ (E) COL TYP C.J. - DENOTES SUGGESTED LOCATION OF STEPPED FOOTING. DENOTES TOP OF CONCRETE FOOTING ELEVATION. CONTRACTOR TO REVIEW CIVIL DRAWINGS TO VERIFY FINISHED GRADES FOR CONFORMANCE WITH SOILS REPORT SPECIFIED BEARING STRATUM DENOTES RE-ENTRANT CORNER REINFORCING SEE DETAIL 6/S1.1 TYP / 11 DENOTES (1) #5 EACH CELL EACH FACE FULL HEIGHT SOLID GROUTED --77777777777777771 T - III= .'""1"-F-1-1777777711 ` •• • 177777777177777777-. (E) FO DATION PLAN SCALE = 3/32" =1'-0" 1 "THE INFORMATION SHOWN ON THIS SHEET HAS BEEN OBTAINED FROM A COMBINATION OF SOURCES AND EFFORTS AS FOLLOWS" 1. STEWART- REINDERSMA ARHITECTURE. PLLC HAS PROVIDED BUILDING BACKGROUNDS IN CAD FORMAT. 2. FIELD INVESTIGATION ON MARCH 14, 2017 BY A. V. SCHWAN & ASSOCIATES. THE INTENT OF THESE DRAWINGS IS TO SHOW, TO THE BEST OF OUR KNOWLEDGE FROM THE INFORMATION OBTAINED, THE EXISTING PROBABLE CONDITIONS OF THE "STRUCTURE" WHICH EXISTS AS OF THIS DATE. DUE TO SITE CONSTRAINTS ALL STRUCTURAL INFORMATION WAS NOT OBTAINED. IT IS NEITHER INTENDED NOR IMPLIED THAT ALL THE INFORMATION IS EXACTLY AS IT EXISTS. SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com U a) 0 C>3 AVS JOB #: 7162 A.V. SCHWAN & ASSOCIATES CONSULTING ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265.4331 Fax: (480) 663.1788 Wcbsitc: wwwAVSchwancom c Q RECEIVED CITY OF TUKWILA FEB`1 3 2018 PERMIT CENTER date: 04/06/20I1 issued for: CONSTRUCTION ISSUE revision no.: date: OWNER REVISION 08-28-17 FIELD REVISION of -14 -IS FIELD REVISION o2 -o41-18 job no.: 17-021 sheet title: (E) FOUNDATION PLAN sheet no.: 52.0 FOUNDATION PLAN NOTES: 1. SEE SHEET S1.0 AND S1.1 FOR: A. GENERAL STRUCTURAL NOTES. B. TYPICAL EXCAVATION ADJACENT TO FOOTING. C. TYPICAL SLAB JOINT DETAILS D. TYPICAL STEPPED FOOTING E. TYPICAL MASONRY CONTROL JOINT 2. DENOTES COLUMN SIZE - SEE SCHEDULE ON THIS SHEET. 3. C.J. - DENOTES CONTROL JOINT. 4. M.C.J. - DENOTES MASONRY WALL 'r / / FULL HEIGHT CONTROL JOINT. 5. DIMENSIONS AND ELEVATIONS FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. ANY DISCREPINCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, SLAB SLOPES AND DEPRESSIONS NOT NOTED. 6. 7. T/ FTG - DENOTES SUGGESTED LOCATION OF STEPPED FOOTING. - DENOTES TOP OF CONCRETE FOOTING ELEVATION. CONTRACTOR TO REVIEW CIVIL DRAWINGS TO VERIFY FINISHED GRADES FOR CONFORMANCE WITH SOILS REPORT SPECIFIED BEARING STRATUM DENOTES RE-ENTRANT CORNER REINFORCING SEE DETAIL 6/S1.1 z__:,: / DENOTES (1) #5 EACH CELL EACH FACE FULL HEIGHT SOLID GROUTED COLUMN SCHEDULE MARK SIZE BASE PLATE ANCHOR RODS REMARKS ANCHOR RODS TYPE 1 HSS 6x6x1/4 PL 3/4 x 12 x 1'-0" (4) 3/4"0 x 8" EMBED A -- 2 HSS 6x4x3/16 PL 3/4 x 10 x 1'-0"BOLTS (4) 3/8"0 x 8" EMBED EPDXY OR TITEN HD BOLTS - -- 1. TOP OF CONCRETE FOOTING 1 2. EMBED LENGTH PER COLUMN SCHEDULE 3. HEAVY HEX NUT - TACK WELD. NOTE: CONTRACTOR SHALL COORDINATE ANCHOR ROD EXTENSIONS AND THREADED LENGTHS. 3 N N Z TYPE 'A' STEEL COLUMN ANCHOR ROD FOOTING SCHEDULE MARK SIZE REINFORCING REMARKS A 2'-0" SQ. x 1'-0" THK (3) #5 EACH WAY O2 -011 -IS CF2.00 2'-0" WIDE x 1'-0" THK (3) #5 CONT. 1 10'-4%4' 47'-6" T I ENLARGED PARTIAL FOUNDATION PLAN AT CUSTOMER PICK-UP SCALE =1/8" =1'-0" MC12x10.6 STR Np-E€ - ENLARGED PARTIAL FOUNDATION PLAN - STAIR 1 SCALE = 1/8" = 1'-0" HSS4x4x1/4" --iMC12x10.6 ENLARGED PARTIAL FOUNDATION PLAN - STAIR 2 SCALE =1/8" =1'-0" FOR ENLARGED STAIR PLAN SEE 3/S2.1 7" CONCRETE SLAB w/ #4 @ 12" o.c. E.W. OVER 4" AGGREGATE BASE COURSE (A.B.C.) TYPICAL U.N.O. CF2.00 //////,t T/ FTG TO MATCH (E) FTG I FIELD VERIFY f o 0 �I 0 1 -6'-0" T/ FTG 1 W 7" CONCRETE LAB w/ #4 @ 12" o.c. W. OVER 4" AGGREGATIE BASE COURSE (A.B.C.) TYPIL U.N.O. j. ENLARGED PARTIAL FOUNDATION PLAN AT (N) LOADING DOCK L1 SCALE = 1/8" =1'-0" REVIEWED FOR ODE COMPLIANCE APPR VE MAR 2 Q 201B 411. F "I ukvVila "THE INFORMATION SHOWN ON THIS SHEET HAS BEEN OBTAINED FROM A COMBINATION OF SOURCES AND EFFORTS AS FOLLOWS" 1. STEWART- REINDERSMA ARHITECTURE. PLLC HAS PROVIDED BUILDING BACKGROUNDS IN CAD FORMAT. 2. FIELD INVESTIGATION ON MARCH 14, 2017 BY A. V. SCHWAN & ASSOCIATES. THE INTENT OF THESE DRAWINGS IS TO SHOW, TO THE BEST OF OUR KNOWLEDGE FROM THE INFORMATION OBTAINED, THE EXISTING PROBABLE CONDITIONS OF THE "STRUCTURE" WHICH EXISTS AS OF THIS DATE. DUE TO SITE CONSTRAINTS ALL STRUCTURAL INFORMATION WAS NOT OBTAINED. IT IS NEITHER INTENDED NOR IMPLIED THAT ALL THE INFORMATION IS EXACTLY AS IT EXISTS. SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com 0 a) L 0 AVS JOB #: 7162 A.V. SCHWAN & ASSOCIATES CONSULTING ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265.4331 Fax: (480) 663-1788 Wcbsitc: www.AVSchwan.com c 0 0 111P4 CCM �o u ci) a co a co § uss ti c6) E bite, a) 0. as 0 > a) RECEIVED CITY OF TUKWILA FEB'1 3 2018 PERMIT CENTER date: Oci/06/2017 issued for: �.ONSTRUGTION ISSUE revision no.: date: OWNER REVISION o8 -28 -Ii FIELD REVISION Ol-la-Ib FIELD REVISION O2 -011 -IS job no.: 11-027 sheet title: ENLARGED FOUNDATION PLANS sheet no.: S2.1 • • • • 1 (E) 4x14 S BPURLINS (E) 5 1/8" 31 1/2" GL 'x30"GLB (E) 5 1/8" x 19 1/2" GLB (E) 51/8x30"GL (E) 5 1/8" x 16 1/2" GIB x 33" GLB (E) 5 1/8" x 30" GLB (E) 4x14 S BPURLINS 16 /2" GLB 1 t • • • (E 51 8 x31 1 /2" GLB (E) 5 1 :" x 30" GLB (E) 5 1/8 x 30" GL (E) 5 1/8' x 33" GLB (E) 5 1/8" x 30" GLB 2500# (E) 4x14 SUBPURLINS () 8'-0" o.c. (E)51/8"x311/4'GLB (E) 5 1/8' x 30" GLB )51/8"x191/."GLB (E) 5 1/8 x 30" GL (E) 4x14 SUBPURLINS (E)518"x161/2"G B (E) 5 1/8' x 33" GLB (E) 5 1/8" x 30" GLB (E) 5 1/8" x 19 1/2" GLB (E) 5 1/8 x 30" GL (E)51/8"x161/2"G B (E) 5 1/8' x 33" GLB (E) 5 1/8" x 30" GLB (E) 4x14 SU BPURLINS @ 8'-0" o.c. (E) 5 1/8" x 31 1/4' GLB (E) 5 1 :"-x 30" GLB (E) 5 1/8" x 19 1/2" GLB 1/8x30"GL,3 (E) 5 1/8" x 16 1/2" GIB x 33" GLB (E) 5 1/8" x 30" GLB (E) 4x14 SUBPURLINS @ 8'-0" o.c. (E)51/8"x311/•'GLB (E) 5 1 :" x 30" GLB (E) 5 1/8" 19 1/2" GL 1/8 x 30" GL3 (E) 5 1/8" x 16 1/2" GIB (E) 5 1/8" x33"GLB (E) 5 1/8" x30"GLB (E) 4x14 SUBPURLINS (� )51/8"x 1/8"_1612"GLB (E) 5 1/8" x 31 1/4' GLB (E) 5 11 " x 30" GLB (E) 51/8x30"GL x 33" GLB (E) 5 1/8" x 30" GLB 2500# (E) 4x14 SU BPURLINS (► 8'-0" o.c. S5.O1'� 10'-4' (E) 5 1 s" x 30" GLB E) 5 1/8 19 1 •' GL (E) 511/8 x 30" GL (E) 4x14 SUBPURLINS (E) 5 1 8" x 16 1/2" G B (E) 5 1/8' x 33" GLB (E) 5 1/8" x 30" GLB 8'-0" o.c. (E) 5 1/8" x 31 1/4' GLB (E) 5 1 :" x 30" GLB (E) 5 1/8" 19 1/2" GL 1/8x30"GL (E) 51/8"x 16 1/2" (E) 5 1/8' x 33" GLB (E) 5 1/8" x 30" GLB (E) 4x14 SUBPURLINS @ 8'-0" o.c. 1/8" x 31 1/2" GLB (E) 5 1/8" x 30" GLB E) 5 1/8" x 19 1/2" GLB 1/8 x 30" GL3 /8" x 16 1/2" (E) 5 1/8' x 33" GLB (E) 5 1/8" x 30" GLB (E) 4x14 SUBPURLINS @ 8'-0" o.c. )51/8"x 19 1/<` (E) 5 1/ 1/2" GLB 1/8"x311/2j'GLB (E) 5 1/8" x 30" GLB 1/8 x 30" GL3 (E) 5 1/8" x 33" GLB 2500# 2500# I—_I ,.j„_ x[>] OWNER REVISION 2500# ' FIELD REVISION (E) 5 1/8” x 30" GLB 1500# (E) 4x14 SUBPURLINS @ 8'-0" o.c. 1/8"x311/2j'GLB (E) 5 1/8" x 30" GLB "E) 51/8"X191 1/8 x 30" GLf3 16 1/2" GLB (E) 5 1/8" x 33" GLB (E) 5 1/8" x30"GLB (E) 4x14 SUBPURLINS I 1 1 1 11 1 1 (N) 4x6 HSS 12x4x1 (N) 4x6 ) HSS12x4x (1I) 4x6 (N) 4x6 (` 4x6 /2" (LLV)_ (N) HSS4x4x3/8" (LO PY BY OTHERS E ROOF FRAMING PLAN SCALE = /32" = 1'-0" (E) ROOF FRAMING PLAN NOTES: 1. SEE SHEET S1.0 AND S1.1 FOR: A. GENERAL STRUCTURAL NOTES B. TYPICAL ROOF METAL DECK WELDING PATTERN C. TYPICAL ROOF OPENING DETAIL 2. B.O.D. - DENOTES BOTTOM OF METAL DECK ELEVATION. 3. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL, ELECTRICAL AND PLUMBING WITH THE APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. 4. HANGING CEILING, DUCTWORK OR OTHER ITEMS FROM THE METAL DECK IS NOT ALLOWED. 5. ALL DIMENSIONS AND BOD ELEVATIONS ARE PER THE ARCHITECTURAL DRAWINGS. ALL DIMENSIONS ARE FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. "THE INFORMATION SHOWN ON THIS SHEET HAS BEEN OBTAINED FROM A COMBINATION OF SOURCES AND EFFORTS AS FOLLOWS" 1. STEWART- REINDERSMA ARHITECTURE. PLLC HAS PROVIDED BUILDING BACKGROUNDS IN CAD FORMAT. 2. FIELD INVESTIGATION ON MARCH 14, 2017 BY A. V. SCHWAN & ASSOCIATES. THE INTENT OF THESE DRAWINGS IS TO SHOW, TO THE BEST OF OUR KNOWLEDGE FROM THE INFORMATION OBTAINED, THE EXISTING PROBABLE CONDITIONS OF THE "STRUCTURE" WHICH EXISTS AS OF THIS DATE. DUE TO SITE CONSTRAINTS ALL STRUCTURAL INFORMATION WAS NOT OBTAINED. IT IS NEITHER INTENDED NOR IMPLIED THAT ALL THE INFORMATION IS EXACTLY AS IT EXISTS. SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com AVS JOB #: 7162 A.V. SCHWAN & ASSOCIATES CONSULTING ENGINEERS 6000 E. Thomas Road, Suite I Scottsdale. Arizona 85251 Phone: (602)2(,5-4331 Fax: (4x0) 663-17 $ \Velniir "w'.AF�cEnr:n;com • Y tk.4 • a) RECEIVED CITY OF TUKWILA FEB .1 3 2018 PERMIT CEN T; date: Oa/06/2017 issued for: CONSTRUCTION ISSUE revision no.: date: OWNER REVISION O8-28-17 FIELD REVISION OI -Iii -IS j FIELD REVISION o2 -0:1 -IS job no.: 11-021 sheet title: (E) ROOF FRAMING FLAN sheet no.: 33,0 (N) HSS12X4X1/4LLV) TYP S OPP (8 TVP EQ SP @ 6 W8x10 -0" o.c. = 48' (N) W21r44 (C=1") TYPICAL ROOF/CANOPY DECK: 1 1/2" x 22 GA. TYPE 'B' PAINTED ROOF DECK BY VERCO OR PRIOR ENGINEER APPROVED EQUAL - SEE GENERAL STRUCTURAL NOTES. 0" ENLARGED PARTIAL CANOPY FRAMING PLAN AT CUSTOMER PICK-UP SCALE = 1/8" = 1'-0" TYP 110. 0' TYPICAL ROOF/CANOPY DECK: 1 1/2" x 22 GA. TYPE 'B' PAINTED ROOF DECK BY VERCO OR PRIOR ENGINEER APPROVED EQUAL - SEE GENERAL STRUCTURAL NOTES. I(B.O.D.) ENLARGED PARTIAL ROOF FRAMING PLAN AT N LOADING DOCK SCALE = 1/8" = J J_ s (E) 5 1/8" x31 3 S5.0 Ztk RE' °1 ;NED FOR --DE COMPLIAlleE APPROVED MAR a. 0 2015 City of Tukwila a 11 niy,`1'r (E) ROOF FRAMING PLAN NOTES: 1. SEE SHEET S1.0 AND S1.1 FOR: A. GENERAL STRUCTURAL NOTES B. TYPICAL ROOF METAL DECK WELDING PATTERN C. TYPICAL ROOF OPENING DETAIL 2. B.O.D. - DENOTES BOTTOM OF METAL DECK ELEVATION. 3. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL, ELECTRICAL AND PLUMBING WITH THE APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. 4. HANGING CEILING, DUCTWORK OR OTHER ITEMS FROM THE METAL DECK IS NOT ALLOWED. 5. ALL DIMENSIONS AND BOD ELEVATIONS ARE PER THE ARCHITECTURAL DRAWINGS. ALL DIMENSIONS ARE FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. "THE INFORMATION SHOWN ON THIS SHEET HAS BEEN OBTAINED FROM A COMBINATION OF SOURCES AND EFFORTS AS FOLLOWS" 1. STEWART- REINDERSMA ARHITECTURE. PLLC HAS PROVIDED BUILDING BACKGROUNDS IN CAD FORMAT. 2. FIELD INVESTIGATION ON MARCH 14, 2017 BY A. V. SCHWAN & ASSOCIATES. THE INTENT OF THESE DRAWINGS IS TO SHOW, TO THE BEST OF OUR KNOWLEDGE FROM THE INFORMATION OBTAINED, THE EXISTING PROBABLE CONDITIONS OF THE "STRUCTURE" WHICH EXISTS AS OF THIS DATE. DUE TO SITE CONSTRAINTS ALL STRUCTURAL INFORMATION WAS NOT OBTAINED. IT IS NEITHER INTENDED NOR IMPLIED THAT ALL THE INFORMATION IS EXACTLY AS IT EXISTS. SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com 0 a) 2 co ' AVS JOB #: 7162 A.V. SCHWAN & ASSOCIATES CONSULTING ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265-4331 Fat: (480) 663-1788 Website: wwwAVSchwan.com 0 (o 0 0 574 00 O!r RECEIVED CITY OF TUKWILA FEB 1 3 2018 (0 Q- PERMIT CENTER a 0) date: 0g/06/20I7 issued for: CONSTRUCTION ISSUE revision no.: date: OWNER REVISION 08-28-17 FIELD REVISION OI -I'1 -IS FIELD REVISION 02 -0a -IS job no.: 11-027 sheet title: ENLARGED FRAMING FLANS sheet no.: S3.1 1 1/4" x 3/16" GALV. METAL GRATE BY MCNICHOLS 1 1/2" 0 STD. PIPE L2 1/2 x 2 1/2x3116 CLOSURE ANGLE 3/16 P" 2-10 SUPPORT BEAM SEE PLAN (E) CONCRETE TILT PANEL EVERY THIRD BAR 1 1/4" x 3/16" GALV. METAL GRATE BY MCNICHOLS L3x3x1/4" w/ 3/8" DIA. A36 EPDXY RODS x 3 1/4" EMBEDMENT AT EACH END AND @ 12" o.c. - USE SIMPSON XP EPDXY (E) CONCRETE TILT PANEL I II Do - 1/4 V <TYP OP - 3/16 V <THIRD BAR EVERY 1 1/4" x 3/16" GALV.METAL GRATE BY MCNICHOLS 11 JI II 11 —�J STRINGER SEE PLAN L4x4x1/4" w/ (2) 3/8" DIA. A36 EPDXY RODS x 3 1/4" EMBEDMENT - USE SIMPSON SET XP EPDXY BASE PL. 3/4x 10x0' -10"w/ - (4) 3/4" 0 x 8" EMBED ANCHORS z 2 c 0 J U • COL.SEE PLAN 1/4 V CONC. POURBACK SAWCUT AS REQD. fi - (E) SLAB 3" CLR. 2'-6" SQ. (3) #5 EACH WAY ARCHITECTURAL COLUMN WRAP SLAB WHERE OCCURS FINISHED GRADE - SEE SITE PLAN iD SEE G.S.N z_ COVER CENTERLINE COLUMN COLUMN SEE PLAN BASE PLATE, SEE PLAN. 0 ;- B/FTG • ♦ SLAB WHERE OCCURS FINISHED GRADE - SEE SITE PLAN `- (8) #4 VERTICAL (3 EACH FACE) 2'-8" SQ CONCRETE PEDESTAL (3) #3 HORIZONTAL TIES AT TOP AND #3 TIES AT 12" o.c. 3" CLR. TYP. 4'-0" SQ. #5 AT 12" o.c. EACH WAY 1/4 BASE PLATE CENTERLINE COLUMN JOINTS - SEE PLAN COLUMN - SEE PLAN r 1 1/2" EQ. EQ. 1 1/2" N CENTERLINE COLUMN ANCHOR RODS - SEE PLAN 1 1/2" 0 STD. PIPE TYP. 3/16 4'-0" o.c. MAX 1 1/2" DIA. STD PIPE @ 5'-0" o.c. MAX. 1" RETURN 3/16 1/4" END PL SAW CUT AS REQUIRED CONC SLAB SEE PLAN L1 1/2 x 1 1/2 x 3/16 SUPPORT SAW CUT AS REQUIRED J U L4x4x1/4x0'-8" w/ (2) 3/4"0 A.B. x 8" EMBED 2'-0" L-- (2) #4 CONT w/ #4 TRANSVERSE @ 12" o.c. TOP & BOTTOM STAIR LANDING 1 1/2" 0 PIPE RAILING SEE ARCHL. EVERY THIRD BA 3/16 I/ 3/16 V EVERY THIRD BAR 1 1/4" x 3/16" GALV. METAL GRATE BY MCNICHOLS STRINGER - SEE PLAN 1 1/2" DIA. STD PIPE @ 4'-0" o.c. MAX. 3/16 V FINISH GRADE tO 1 1/4" x 3/16" GALV. METAL GRATE BY MCNICHOLS STRINGER - SEE PLAN 3/16 1/4 HEADER SEE PLAN L1 1/2 x 1 1/2 x 1/8 1/2"0 x 3 1/4" EMBED EPDXY BOLTS @ EACH END - USE SIMPSON SET -XP 2508 WALL PANEL JOINT (E) CONCRETE TILT PANEL WALL L6 x 4 x 5/16" (LLV) 3/4"O x 5" EMBED EPDXY BOLTS @ EACH END - USE SIMPSON SET -XP ESR 2508 CORE DRILL 6" DIA HOLE @ CORNERS. SAWCUT BETWEEN CORE HOLES - NO OVERCUTTING PERMITTED FIN FLR NEW OPENING IN CONC. TILT PANEL DRILL 6" EPDXY-SET (2) #5 x 48" LONG #5 @ 48" O.C. (1) #5 HORIZ IN 8" BOND BEAM (E) CONC TILT PANEL (N) 6" CMU BLOCK (1) #5 HORIZ IN 8" BOND BEAM .0( DRILL 6" & EPDXY-SET #5 x 36" LONG, EACH END @ 24" O.C. MAX (E) CONCRETE TILT PANEL (N) 6" CMU BLOCK 1 1 DRILL 6" & EPDXY-SET #5 x 36" LONG @ 48" O.C. - TYPICAL @ BOTTOM INFILL - SEE ARCH'L PLANS FIN. FLR. (N) OPENING SEE ARCH'L MASONRY INFILL @ (E) OPENING (E) CONC TILT PANEL (N) 6" CMU BLOCK (1) #5 HORIZ IN 8" BOND BEAM (1) #5 HORIZ IN 8" BOND BEAM DRILL 6" & EPDXY-SET #5 x 36" LONG, EACH END @ 24" O.C. MAX (E) CONC TILT PANEL TO REMAIN FINISHED GRADE SEE SITE PLAN SLAB WHERE OCCURS /— � s�� LEAVE (E) DOWELS INTACT DURING (E) SLAB DEMO - IF CUT OR DAMAGED PROVIDE #5 x 3'-0" @ 32" o.c. - DRILL 5" AND EPDXY USING SIMPSON SET -XP (N) CONC SLAB /— SEE PLAN FIN. FLR .�. ..�- `- 6_ nIMP ^o^o / �/,//,//,//,//, �� A.B.C. - (E) FOOTING TO REMAIN VAPOR RETARDER WHERE REQ'D. SEE ARCH'L FOR TYPE & LOCATION (E) CONC TILT PANEL -N TO REMAIN WHEN FIN. GR. IS LOWER) THAN FIN. FLR. GEN. CONTRACTOR TO BRACE (E) CMU WALL AS REQ'D. DURING (N) CONC. SLAB CONSTRUCTION FINISHED GRADE SEE SITE PLAN ///'•i/ •ij #5 DOWEL x 3'-0" @ 32" o.c. IN ADDITION TO (E) DOWEL OR REPLACE DAMAGED DRILL 5" AND EPDXY USING SIMPSON SET -XP ESR 2508 2'-8" (N) CONC SLAB /--- SEE PLAN x - E FOOTING TO REMAIN FIN. FLR VAPOR RETARDER WHERE REQ'D. SEE ARCH'L FOR TYPE & LOCATION (2)#5 CONT. U.N.O. FINISHED GRADE - SEE SITE PLAN SLAB - WHERE OCCURS 8" z w w CMU WALL - SEE PLAN CMU VERT #5 @ 16" o.c. EACH FACE DOWEL TO MATCH SIZE AND SPACING OF CMU VERT 48" #5 DOWELS ( 6" @ 24" o.c. CONCRETE SLAB - SEE PLAN 4 7,c „7( D O Jab Mil 4:4 • 4 w Lu 0) J U SEE PLAN A.B.C. VAPOR RETARDER CMU STEM GROUT STEM SOLID BELOW FIN. FLR FTG REINF - SEE SCHED. FIN. FLR B/FTG - SEE GSN 0 CMU WALL FTG @ CONC. SLAB 7 JAMB BEYOND. \ - SEE PLAN [SEE ARCH'L L3x3x1/4"w/- 1/2" DIA. x 5" A.B. @ 16"o.c. (E) CONCRETE TILT PANEL SEE ARCHL (N) 6" CMU BLOCK INFILL - SEE ARCH'L PLANS DRILL 6" & EPDXY-SET #5 x 36" LONG @ 48" O.C. - TYPICAL @ BOTTOM (2 BARS MIN AT OPENINGS LESS THEN 48" IN WIDTH) L3x3x1/4" w/ 1/2" DIA. x5"A.B. @ 16"o.c. (2) #5 CONT 8" CMU GROUTED SOLID w/ @5 AT EACH END AND AT 32" o.c. #5 @ 16" o.c. EACH WAY 1'-0" CONCRETE SLAB - SEE PLAN j #5 CONT — 1, (D 2'-0" MIN. CONC SLAB - SEE PLAN FIN. 4 / p / w Lu 0) —J 0 M tL AS REQ'D VARIES SEE PLAN (2) #5 CONT 8" CMU STEM WALL - GROUTED SOLID A.B.C. VAPOR RETARDER #3 TIES C ) @ 12" O.C. VERT SPACING - CMU VERTS, SEE G.S.N. - REBAR SHALL BE CENTERED IN THE 8" CMU WALL ABOVE REINFORCING - SEE SCHEDULE B/FTG - SEE GSN FLR w w 0) z CONC. SLAB SEE PLAN SAWCUT 1/8" MAX WIDTH x 1/3 SLAB DEPTH TYPICAL CONTROL JOINT SAWCUT 1/8" MAX WIDTH x 1/3 DEPTH CONC. SLAB SEE PLAN —\ x x VAPOR RETARDER WHERE REQ'D. SEE ARCH'L FOR TYPE & LOCATION inp• ilia qui* op -431 or* A.B.C. FIN. FLR 1-1 VAPOR RETARDER WHERE REQ'D. SEE ARCH'L FOR TYPE & LOCATION FIN. FLR 1/4" DIAMOND PLATE DOWEL AT 24" o.c. - INSTALL AT MID DEPTH TYP. CONSTRUCTION JOINT FINISHED GRADE x 24" MIN. --SEE PLAN CONCRETE SLAB SEE PLAN FIN FLR #4 DOWEL @ 32" o.c. A.B.C. FILL #4 CONT TOP & BOTTOM CENTERLINE COLUMN JOINTS SEE PLAN X (E) BASE PLATE (E) COLUMN SEE PLAN DO NOT SAWCUT INTO (E) SLAB/FOOTING SAWCUT AS REQUIRED VAPOR RETARDER A.B.C. #5 @ 12" o.c. EACH WAY SECTION THRU DOCK LEVELER (E) 6'-0 SQ TO REMAIN EV VtAiD FOR ODE COMPLIANCE srVIN MAR a 0 2013 - (E) COLUMN, SEE PLAN (E) BASE PLATE CONC SLAB - SEE PLAN FIN FLR (E) WALL BEYOND SEE PLAN SLAB SEE PLAN PROVIDE #4 DWLS x 36" LONG @ 12" o.c. CENTERED IN SLAB AT ALL DODORS (E) BOND BEAM REINF. TO REMAIN (E) FOOTING SAWCUT AS REQUIRED FINISHED GRADE SEE SITE PLAN I ED LJ (E) FTG. TO REMAIN #5 @ 32" o.c. DRILL AND EPDXY USING SIMPSON SET -XP ESR 2508 (E) STEM & FOOTING (N) CONC SLAB SEE PLAN FIN FLR VAPOR RETARDER WHERE REQ'D. SEE ARCH'L FOR TYPE & LOCATION SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 AVS JOB #: 7162 A.V. SCHWAN & ASSOCIATES CONSULTING ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265-433 I Fax: (480) 663-1788 Website: wmv.AVSchwan.com tag co 0%) GS' co • 0 co CL lc His 4 „ ,„ '�.uo.:�r.'FYhnRYN'^�.WY� .",'!''��5.? „Dk J, >- Ow RECEIVED CITY OF TUKVVILA FEB 3 2018 E PERMIT CENTER cu a) date: 04i/06/2017 issued for: CONSTRUCTION ISSUE revision no.: date: A. OMER REVISION 08-28-1-1 REVISION 01-1G1-15 iFIELD FIELD REVISION 02-04-18 , job no.: 11-021 sheet title: FoUNDATIoN DETAILS sheet no.: 54.0 (E) CONCRETE WALL CV 4 ' 4 4 (E) MTL. DECK 1/4 B.O.D. io 0 O , 1 3" DIA. ACCESS HOLE 5/8" 0 x 5 5/8" EMBED EPDXY ANCHOR AT @ 24" O.C. VERT. SPACING (N) COLUMN SEE PLAN z 2 m IE (E) CONCRETE WALL 5/16 I/ 2" GROUT PACK (E) SIDEWALK AS OCCURS COLUMN SEE PLAN �3" DIA. ACCESS HOLE 5/8" 0 x 4 1/2" EMBED SIMPSON TITEN HD SCREW ANCHOR AT @ 24" O.C. VERT. SPACING 1 1 PL 3/4 x 12 x 1'-0" w/ (4) 3/4"0x 6" EMBED EPDXY BOLT ,'- (N) CONCRETE SLAB / ON GRADE (E) FTG 1 imp mi. alto. /--1o/-Tho MATCH 6" MIN. COVER VAPOR RETARDER, SEE ARCH'L A.B.C. (N) FOOTING #5 @ 12" o.c. EA. WAY z (o #5 DOWEL @ 12" o.c. DRILL 6" AND EPDXY USING SIMPSON SET X -P 3" CLR TYP 3'-0" H z O J w z a Cu' LL 41 4 '4 4 . 4 44 ' < g a w z 2 J 0 cnZ O 1'-0" ` 24" o.c. .• 4 :3/16 44 .44 44 (N) HSS BEAM, SEE PLAN • PL. 1/2x6x1'-0"w/ (2) 3/4" 0 x 5" EMBED PL. 1/2 x 6 x 1'-0" w/ (2) 3/4" 0 x 5" EMBED PL. 1/2 x 6 x 1'-0" w/ PL. 1/2 x 6 x 1'-0" w/ (2) 3/4" 0 x 5" EMBED (2) 3/4" 0 x 5" EMBED 4 • 24" o.o. . 4 Al 44. a4 1 3/161/ <3 SIDES - 4 •4.4 4 4.4 4 ° 4: .44 ' 4n . 4, 14 P • n 4 4 4. 4. ° S4.1 4(N) HSS l EAM,. SEE PLAN: 0— $ -0- .44 4-. • . 4 4 4 .., • ,4 7 / / 4 --0 'A CORE DRILL 6" 0 HOLE @ CORNERS SAWCUT BETWEEN CORE HOLES NO OVERCUTTING PERMITTED / • PL. 1/2 x 6 x 1'-0" w/ (2) 3/4" 0 x 5" EMBED z Z-135 J w z D - GI LL PL. 1/2 x 6 x 1'-0" w/ (2) 3/4" 0 x 5" EMBED 4:. ° e 4 4 0- • ° 3 SIDES>3/16 4. / / / 46 SEE ARCH'L / (N) T.O.S. - 4 \ e 4 / \ / cn X w• / \ O4° / \ °L ; / \ 4a / \ 4` CORE DRILL 6" 0 HOLE @ CORNERS SAWCUT BETWEEN CORE HOLES NO OVERCUTTING PERMITTED .14 4 a • 24" o.c. 4 1'-0" , n. 4 3/16'. '4 / CORE DRILL 6" DIA HO/E j CORNERS. SAWCUT BETWEEN COI'2E HOLES - \ NO OVERCUTTIVG PEFMITTED CORE DRIL\6" DIA HIDLE @ CORNERS. SAWCUT BETTWEECORE HOLES - NO OVER TTIN PERMITTED 4 n 4 4 . 3" DIA. ACCESS HOLE . 5/8" 0 x 4 1/2" EMBED SIMPSON TITEN HD SCREW ANCHOR @ 24" O.C. VERT. SPACING 4 0 0 .4 cn0 4 4 SIM (N) OPENING SEE ARCH'L (E) OPENING FIN FLR (N) OPENING SEE ARCH'L (E) CONCRETE WALL (N) HSS SEE PLAN 1/2" 0 x 3 1/4" EMBED SIMPSON TITEN HD SCREW ANCHOR AT @ 24" 0.C. VERT. SPACING 3" DIA. ACCESS HOLE 4 SEE ARCM, (E) WALL BEYOND EQ. SEE ARCH'L BEAM SEE PLAN EQ. 1/4 (2) 3/4" 0 x 6" EMBED (E) CONCRETE WALL SEE ARCH'L ed• 4 1'-0" 24"•.o.o. (N) HSS BEAM,`SEB P1 N " a ; I 24" o.c. .1-0" ..1 4 - 0 -o 0 0- 0- 4 4 re w. cn d a'< n 5 Li - CL •/16 V. SIDES 4 `3 SIDES \ \ 7-4-..\1\ \ 4 CORE DRILL 6" 0 HOLE @ CORNERS - SAWCUT BETWEEN CORE HOLES / NO OVERCUTTING PERMITTED / / / S4.1�\ / \ (N) HSS BEAM, SEE PLAN / // iFIELD FIELD REVISION 02—oct—IS \ / \ / \ / S4.1� \ / OPP X / \ / \ / \ / \ / \ / \ / \ / CORE DRILL 6" 0 HOLE @ CORNERS \ SAWCUT BETWEEN CORE HOLES NO / :T.T'TT6. ° a 4 ° °'4 (N) OPENING SEE ARCM, (E) WALL BEYOND EQ. SEE ARCH'L BEAM SEE PLAN EQ. 1/4 (2) 3/4" 0 x 6" EMBED (E) CONCRETE WALL SEE ARCH'L ed• 4 1'-0" 24"•.o.o. (N) HSS BEAM,`SEB P1 N " a ; I 24" o.c. .1-0" ..1 4 - 0 -o 0 0- 0- 4 4 re w. cn d a'< n 5 Li - CL •/16 V. SIDES 4 `3 SIDES \ \ \ CORE DRILL 6" 0 HOLE @ CORNERS SAWCUT BETWEEN CORE HOLES NO OVERCUTTING PERMITTED / / / // iFIELD FIELD REVISION 02—oct—IS \ / job no.: 17-021 \ / \ / \ / \ / X / \ / \ / \ / \ / \ / \ CORE DRILL 6" 0 HOLE @ CORNERS / SAWCUT BETWEEN CORE HOLES \ NO OVERCUTTING PERMITTED \ bo \ (N) OPENING (N) INFILL SEE ARCH'L 4 • Lie SEE 11/S4.0 3/16 4a rt '4' -: 4 ° 4 .` • :ia 4 4 4• 4 •4 SEE ARCH'L' Aiii "TO. OPENING 0° • 4 4 °. 4 A 4 . ' • .4 44 4. 4 . 4 24" o.c. (N) HSS BEAM, SEE PLAN 24" o.c. 3 SIDES • 4 CORE DRILL 6" DIA HOLE @ CORNERS. SAWCUT BETWEEN CORE HOLES - NO OVERCUTTING PERMITTED N / CORE DRILL 6" DIA HOLE @ CORNERS. SAWCUT BETWEEN CORE HOLES - NO OVERCUTTING PERMITTED ea 4 co Lu 0 • 4 (2) 3/4" 0 x 5" EMBED FIN FLR +0'-0„ FIN FLR I CODE COMPLIANCE MAR 2- 0 2618 • SAKE REINDERSMA AR CHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 AVS JOB #: 7162 A.V. SCHWAN & ASSOCIATES CONSULTING ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265-4331 Fax: (480) 663-1788 relnil V.61 11:003 - (MO 2" of >— rct Ow 0 aj LL RECEIVED CITY OF TUKWILA FEB1 3,2018 PERMIT CE:tiiri.— date: 05/06/2011 issued for: CONSTRUCTION ISSUE revision no.: date: REVISION 01-14-18 iFIELD FIELD REVISION 02—oct—IS job no.: 17-021 sheet title: SECTIONS sheet no.: 54.1 (N) (2) 2x6 w/ SIMPSON U26-2 HANGERS t• (E) JOIST (N) OPENING (SEE ARCH'L./MECH. DWGS.) (N) 2x6 @ OPENING w/ SIMPSON U26 HANGERS 362T150-43 w/ (2) #10 TEK SCREWS AT EACH STUD 8d NAILS @ 4" o.c. - TYP @ ALL (N) SUPPORTS 362S162-43 @ 16" o.c. 3/8" CONT BENT PLATE w/ 2" VERT LEG PROVIDE 3/8"x4"x0'-4" PLATE AT BRACE LOCATIONS l JV TYP 3/16 V 2-8 \TMP STEEL SHIM PLATES AS REQUIRED METAL DECK, SEE PLAN (E) PLYWOOD SHEATHING -i- TO BE REPLACED AS REQ'D 16 GA.x3"x3" BENT PLATE w/ (2) #10 TEK SCREWS ' - - S EACH STUD - TYPICAL NOTES: 1. TYPICAL FOR ALL OPENINGS IN ROOF WITH GREATER THAN 12" DIMENSION. NOTE: SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATION TYPICAL ROOF OPENING 5/8" DIA. x 3 1/2" LAG SCREW w/ WASHER @ EACH CORNER (N) 4x4 UNDER (N) UNIY CURB (E) ROOF SHEATHING r MECH. UNIT MAX. WEIGHT SEE PLAN (E) JOIST (N) 4x4 UNDER (N) UNIY CURB (N) SIMPSON H2.5 (N) BEAM, SEE PLAN (N) SIMPSON LUS410 HANGER (E) GLB BEAM, SEE PLAN (N) SIMPSON H2.5 (N) SIMPSON H2.5 @ (E) 2x4 (E) 2x4 (N) (2) 2x4 @ EA. BEAM w/ SIMPSON LUS24-2 EACH END (N) BEAM, SEE PLAN (N) SIMPSON LUS410 HANGER MECHANICAL SUPPORT (E) ROOF SHEATHING FA W BM Ill=I NMI iii111191 WM NMI IM E\MIMI (E) JOIST SEE PLAN (E) GLB BEAM, SEE PLAN (E) 2x4 (N) SIMPSON H2.5 @ (E) 2x4 (N) JOIST, SEE PLAN (N) SIMPSON LUS410 HANGER (N) SIMPSON LTP4 (1 EACH SIDE OF (N) BEAM ) (E) 2x4 SUBPURLINS, SEE PLAN (E) ROOF SHEATHING (N) SIMPSON H2.5A AT EACH 2x4 SUBPURLIN (N) BEAM, SEE PLAN (N) SIMPSON HANGERS @ 4X10 - SIMPSON LUS410 (E) LEDGER - FIELD VERIFY SIZE AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCY BREAK FACE SHELL AND GROUT WALL SOLID AT CONNECTIONS, IF REQUIRED (N) (2) 5/8" DIA. x 5 1/2" EMBED w/ SIMPSON SET XP ON 10" GAGE (N) 4x12 x1'-4" LONG WOOD LEDGER STEEL BEAM, SEE PLAN TYP 1/8 362S162-43 @ 16" o.c. 1/8 PLYWOOD SHEATHING SEE ARCH'L 3625162-43 AT 16" o.c. (4) #10 TEKS - TYP 16 GA.x3"x3" BENT PLATE w/ (2) #10 TEK SCREWS EACH STUD - TYPICAL 1/4" STIFFENER PLATE EACH SIDE STEEL BEAM, SEE PLAN L2x2x1/4" AT 6'-0" o.c. CANOPY BEAM STEEL COLUMN AS OCCURS, SEE PLAN (E) CONCRETE TILT PANEL LEDGER SEE DETAIL 3/ - METAL DECK - SEE PLAN BEAM SEE PLAN 3/8 CONN. PLATE (2) 3/4" DIA. A325N BOLTS PL. 1/2 x 10 x 1'-0"w/ (4) 3/4" 0 EPDXY BOLTS x 4 1/2" EMBED - USE SIMPSON SET -XP TYP> 3/8" CONT BENT PLATE w/ 2" VERT LEG 3/16 3/16> METAL DECK, SEE PLAN 16 GA.x3"x3" BENT PLATE w/ (2) #10 TEK SCREWS EACH STUD - TYPICAL BEAM, SEE PLAN PL3/8x4x0'-4" —' 362S162-43 AT 16" o.c. L2x2x1/4" AT 6'-0" o.c. CANOPY BEAM 362S162-43 @ 16" o.c. 362S162-43 AT 16" o.c. 1/8 PLYWOOD SHEATHING SEE ARCH'L (4) #10 TEKS - TYP 16 GA.x3"x3" BENT PLATE w/ (2) #10 TEK SCREWS EACH STUD - TYPICAL SEE ARCH'L T.O. (N) PARAPET 600T200-54 CONT w/ (2) #10 TEK SCREWS AT EACH STUD 600S162-43 AT 16" o.c. 1/2" PLYWOOD SHEATHING SEE G.S.N. (4) #10 TEK SCREWS 600S162-43 @ 16" o.c. 600T200-54 CONT w/ (2) #10 TEK SCREWS @ EACH STUD & (2) HILT! X -U PINS @ 12" o.c. chi SEE ARCH'L T.O. (E) PARAPET (E) CONCRETE PANEL (E) 2x4 AT 24" o.c. SEE PLAN (E) 4x14 SEE PLAN 600T200-54 CONT. w/ (2) #12 SCREWS @ EACH KICKER 4 x 6 IN LUS 46 EACH END w/ #12 SCREWS @ 12" o.c. MASONRY VERTS - SEE G.S. GROUT POCKET SOLI SOILD GROUT (2) CELLS BELOW BEAM BRG (U.N.O.) FULL HEIGHT - SEE PLAN MASONRY WALL - SEE PLAN /16" CONT. K - SEE PLAN SEE PLAN 2) (B.O.D.) NOTE: ERECT JOIST/ BEAM ONLY AFTER GROUT HAS REACHED FULL 28 DAY STRENGTH (2) #5 CONT. IN MIN 8" DEEP BOND BEAM / / / / / / / / / / METAL LATH OR NYLON MESH DAM MASONRY VERTS - SEE G.S.N. MASONRY WALL - SEE PLAN / 1 / 3/16 METAL DECK - SEE PLAN 4 L2 1/2" x 2 1/2" x 3/16" CONT. PLATE 3/8" x 6" x 0'-6" WITH (2) 3/4" DIA. x 5" LONG H.A.S. @ 48" O.C. A DET 2A: @ EACH END OF WALLS & @ MID -SPAN BTWN JOISTS (E) CONCRETE TILT PANEL METAL DECK, SEE PLAN BEAM, SEE PLAN TYP>3/16 METAL DECK - SEE PLAN L3 x 3 x 1/4 CONT. LEDGER w/ 3/4"0 x 4 1/2" EMBED EPDXY ANCHORS @ 24" o.c. INTO SOLID GROUTED CELL 3/16 BEAM, SEE PLAN 3/4" CAP PLATE 3/4" ERECTION BOLTS COLUMN, SEE PLAN RaVI iv FOR 1 1 L'cDE COMPLIANCE MAR g 201B • C4 of Tukwila kM13 FOR METAL STUD FRAMING SEE DETAIL 7/- 1/4" STIFFENER PLATE EACH SIDE 1/4 V TYP NOTE: ADDITIONAL FRAMIN NOT SHOWN FOR CLARITY SAKE REINDERSMA AR CHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com i a) AVS JOB #: 7162 A.V. SCHWAN & ASSOCIATES CONSULTING ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265.4331 Fax: (480) 663-1788 Wcbsiic: www.AVSchwan.com egig 00 (f§1-5 .1111 RECEIVED CITY OF TUKWILA FEB 13 2018 PERMIT CENTER CO Q a m date: 01/06/201'7 / revision no.: date: J L2 1/2" x 2 1/2" x: 08-28-17 / / OI -19 -IS / 02-04-I8 2...-- job no.: 17-027 3/16 'ri,).............. r' ` f METAL DEC /;..�...:1 / ..: .i 1/4 >4 �� ;-. / / :. ''•/ BEAM - / MIN 1" GROUT PAK /::.::/ /.' /.:•::. 1 :/ •::,/ PL 1/2 x 6 x 0'-10" w/ ( 3/4"0 x 8" H.S. /16" CONT. K - SEE PLAN SEE PLAN 2) (B.O.D.) NOTE: ERECT JOIST/ BEAM ONLY AFTER GROUT HAS REACHED FULL 28 DAY STRENGTH (2) #5 CONT. IN MIN 8" DEEP BOND BEAM / / / / / / / / / / METAL LATH OR NYLON MESH DAM MASONRY VERTS - SEE G.S.N. MASONRY WALL - SEE PLAN / 1 / 3/16 METAL DECK - SEE PLAN 4 L2 1/2" x 2 1/2" x 3/16" CONT. PLATE 3/8" x 6" x 0'-6" WITH (2) 3/4" DIA. x 5" LONG H.A.S. @ 48" O.C. A DET 2A: @ EACH END OF WALLS & @ MID -SPAN BTWN JOISTS (E) CONCRETE TILT PANEL METAL DECK, SEE PLAN BEAM, SEE PLAN TYP>3/16 METAL DECK - SEE PLAN L3 x 3 x 1/4 CONT. LEDGER w/ 3/4"0 x 4 1/2" EMBED EPDXY ANCHORS @ 24" o.c. INTO SOLID GROUTED CELL 3/16 BEAM, SEE PLAN 3/4" CAP PLATE 3/4" ERECTION BOLTS COLUMN, SEE PLAN RaVI iv FOR 1 1 L'cDE COMPLIANCE MAR g 201B • C4 of Tukwila kM13 FOR METAL STUD FRAMING SEE DETAIL 7/- 1/4" STIFFENER PLATE EACH SIDE 1/4 V TYP NOTE: ADDITIONAL FRAMIN NOT SHOWN FOR CLARITY SAKE REINDERSMA AR CHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com i a) AVS JOB #: 7162 A.V. SCHWAN & ASSOCIATES CONSULTING ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265.4331 Fax: (480) 663-1788 Wcbsiic: www.AVSchwan.com egig 00 (f§1-5 .1111 RECEIVED CITY OF TUKWILA FEB 13 2018 PERMIT CENTER CO Q a m date: 01/06/201'7 issued for: CONSTRUCTION ISSUE revision no.: date: OWNER REVISION 08-28-17 FIELD REVISION OI -19 -IS FIELD REVISION 02-04-I8 job no.: 17-027 sheet title: FRAMING DETAILS sheet no.: X5.0 Jon 26, 2018 — 12:27pm by natha SEWAGE E'CTOR CONTROL PANEL, CONTRACTOR TO COORDINATE MTH OWNER FOR EXACT LOCATION AND BUILDING MANAGEMENT SYSTEM FOR ALARMSCOORDINA 7E REQUIRED NEMA RA71NG 1817H ELEC WHEN FINAL LOCA 770N DETERMINED. NOTE: CONTRACTOR SHALL FIELD VER/FY ALL INVERTS PRIOR TO BEGINNING OF CONSTRUC770N TO ENSURE NEW PIPING WILL MEET MINIMUM OF 1/8" PER FOOT SLOPE AND 77E TO EXIS77NG MANN. SEWAGE EJECTOR SHALL BE PLACED WHIN TRAFFIC BOLLARDS TO ENSURE FOOT TRAFFIC ONLY OVER COVER. 0 0 0 NOTE 6 UH - 175 MBH NOTE 3,8 O7E4 LJ LOADING DOCK 104B 0 0 0 " 2" CD DOWN TO MOP SINK 01111111111 2" 3/4mmmummummumnistiminummi RTU -12 ___ 180 MBH 1 4"TRENCH DRAIN -1 CB -1 1 G E G " 1 1 1 2" J c$ ZS 108 MB If 2" f 4 KA co 2 3/4 1" NOTE 4 2" 8 -1 1/4" co _ co co Ir_ ter- n 8 1=-a • NOTE 07E 3/" 8 8 I _ L L RTU -9 260 MBH G 1 1/4" c o co co ico w G • O D G 0 1/4" CD CD � cc c c co m r—c1 D • 1" NOTE NOTE I _LL RTU -8 260 MBH • co cc co 1" NOTE 4� NOTE 3/4" O G G G G G 1 1/4" 1 1/4" • • 0 0 0 NOTE 3, 8 NOTE 4 rL-1 co—s--co I I RTU -11 4Th180 MBH � RH-1 " N07E " co CD �33/4t G G G 8 • ___//1\\ , 1 1/4" `� co ca rl >3 1" NOTE �# 0 \--3/4" Ar0TE 3,t9— t 3/ 0 %1 1/4" ca co c D co co • • • • co CD SALES 101A _ _ L L RTU -7 260 MBH • 4 • 1 1/ 0 0 0 1/4cD ca ca c� ca rcD1 co NO7E 4-N - r CD _ _ L L RTU -6 260 MBH G G 0 1" G NOTE .:; &----'' 3/ WAREHOUSE 104A i i 0 NOTE 6 0 (E)2" DCW- c• 'BL. NOlE9 04" N INLET INV = 94=7" ® 1/8" SLOPE 0 (E, " 2" NOTE 3,8 NOTE 4 rL1,' rcei° CD I1 I RTU -10 II EI180 MBH NOTE 5 1 1 t Na v t (N)2" 3/4 UH -2 - 175 MBH L 1 is (N)4" V 0 " 1 11111111M. 1111O1111111 CD E " • • F/N/SHED FLOOR = 100' 0 • L L RTU -5 260 MBH G G 0 G 1" CD 1" 11-:11-- NOTE4� 1 NOTE 3/ G __LL RTU -4 0 0 260 MBH 1 1/ CS 1/4" 1 1/4" c) CD CD ea co 1. D CD 1" NOTE N®7E 3/ G � G 3/4" PRO SALES 102 3,4 Ir- -1eft rn __LL RTU -3 260 MBH 0 `-EXISTING DCW TO REMAIN 20 • O 0 1» G • • 1 1/4" c) co T— co co co CD ca �CD CD • 1" NOTE 4� NOTE A 3/ NOTE 1-\ I CW1R I G • NOTE 3,8 - SINEW OVERALL PLUMBING PLAN SCALE: 1/16" = 1'-0" GENERAL NOTES: A. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPUCABLE GOVERNMENTAL AND LOCAL CODE REQUIREMENTS. B. PAY ALL LAWFUL FEES FOR PERMITS OR LICENSES TO ACCOMPLISH THE WORK. OBTAIN AND PAY FOR ALL NECESSARY CERTIFICATES OF APPROVAL C. PROVIDE ACCESS PANELS AS REQUIRED TO ALLOW ACCESS TO VALVES, EQUIPMENT, ETC. LOCATED ABOVE INACCESSIBLE CEILINGS AND WALL CAVITIES. D. ALL SANITARY LINES AND PLUMBING FIXTURES ON THE PROJECT SHALL HAVE AN APPROVED MEANS OF SEWAGE BACKFLOW PREVENTION. FIXTURE SPECIFIC BACKFLOW PREVENTION INCLUDING AIR GAPS AND VACUUM BREAKERS ARE AN ACCEPTABLE MEANS OF BACKFLOW PREVENTION. E. PIPE SIZES INDICATED ON THE PLANS ARE MINIMUM. THE CONTRACTOR SHALL PROVIDE PIPE SIZES EQUAL TO OR GREATER THAN THE SPECIFIED SIZES. THE CONTRACTOR MAY INCREASE PIPE SIZES AS REQUIRED AT NO ADDITIONAL EXPENSE TO THE PROJECT. F. REFER TO THE PLUMBING FIXTURE SCHEDULE FOR INDIVIDUAL PLUMBING FIXTURE CONNECTION SIZE REQUIREMENTS. G. COORDINATE ALL SLAB PENETRATIONS WITH GENERAL CONTRACTOR PRIOR TO CONSTRUCTION. MAINTAIN A MINIMUM OF 2" CLEARANCE FROM THE EDGE OF THE SLAB OPENING TO ANY STRUCTURAL MEMBERS AND PIPES. J. K. L. M. N. 0. P. H. SLEEVE OR CORE—DRILL FLOOR SLABS, WALLS, ETC. AS REQUIRED FOR Q. PIPING AND FIRE—STOP OPENING AROUND PIPE. VERIFY LOCATION OF STRUCTURAL BEAMS, JOISTS, ETC. BEFORE DRILUNG. I. PROVIDE TEMPORARY COVERS, CAPS, OR PLUGS ON SANITARY SEWER SYSTEM THROUGHOUT THE DURATION OF CONSTRUCTION. RAG WADS, DUCT TAPE, OR OTHER SIMILAR METHODS OF TEMPORARY COVERS SHALL NOT BE UTILIZED. UPON COMPLETION OF CONSTRUCTION, COMPLETELY REMOVE ANY AND ALL OBSTRUCTIONS INSIDE THE ENTIRE SYSTEM BY SNAKING, RODING, OR JETTING THE SYSTEM IMMEDIATELY PRIOR TO PROJECT TURNOVER TO THE OWNER. Tiglas Engineering Associates, Inc. expressly reserves its common law copyright & other property rights in these plans. All designs, information, data, plans, drawings and specifications are the property of Tiglas Engineering Associates, Inc. as instruments of service and may not be used for any other purpose without written consent of Tiglas Engineering Associates, Inc. No liability is assumed for deviations from these documents. R. S. T. U. V. 0 0 ALL BELOW GRADE SANITARY ONES SHALL BE A MINIMUM OF 2" OR IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. SANITARY TEE FITTINGS SHALL NOT BE INSTALLED IN DRAIN, WASTE, AND VENT (DWV) SYSTEMS. INSTALL SANITARY PIPING 2 1/2" OR SMALLER AT A SLOPE OF 1/4" PER FOOT AND SANITARY PIPING 3" AND LARGER AT A SLOPE OF 1/8" PER FOOT. NOT USED. ALL HANDICAPPED ACCESSIBLE WATER CLOSETS SHALL HAVE THE FLUSHING HANDLE ON THE WIDE SIDE OF THE HANDICAPPED ACCESSIBLE STALL AS REQUIRED BY ADA REQUIREMENTS. ALL PUBUC USE LAVATORY FAUCETS SHALL HAVE AN AUTOMATIC SAFETY WATER MIXING DEVICE IN ACCORDANCE WITH ANSI/ASSE 1017 OR 1070 AS APPUCABLE. CLEANOUTS ARE TO BE PROVIDED AT THE END OF EACH RUN, AT ANY CHANGE OF DIRECTION GREATER THAN 45 DEGREES, AT A MAXIMUM OF 50' ON CENTER INSIDE THE BUILDING AND AT A MAXIMUM SPACING OF 100' ON CENTER OUTSIDE THE BUILDING, OR AS SHOWN ON DRAWINGS. LOCATE CLEANOUTS A MINIMUM OF 18 INCHES CLEAR FROM WALLS AND OBSTRUCTIONS TO ALLOW SERVICING. FOR CONTINUATION OF UTILITIES 5'-0" BEYOND BUILDING REFER TO CIVIL DRAWINGS UNLESS NOTED OTHERWISE. WORK SHOWN ON THE DRAWINGS IS TO BE COORDINATED WITH WORK OF ALL OTHER TRADES AND ACTUAL CONDITIONS OF CONSTRUCTION. ALL UNDERGROUND PLUMBING PIPING SUBJECT TO FREEZE SHALL BE INSTALLED BELOW LOCAL AREA FROST UNE MINIMUM. VERIFY SITE FROST DEPTH. ESTABUSH LOCATION AND SIZE OF UTILITY SERVICES PRIOR TO BUILDING ROUGH—IN. COORDINATE LOCATION OF BUILDING SERVICE ENTRANCES AND SYSTEM PIPE ROUTING WITH UTILITY SERVICE MAINS ON SITE AND SITE FEATURES AND CONDITIONS. VERIFY FLOW UNE INVERTS OF BUILDING MAIN SEWER EXIT(S) REQUIRED FROM FURTHERMOST BRANCH UNE AND SITE SEWER TIE—IN LOCATION INVERT PRIOR TO BEGINNING BUILDING ROUGH—IN NOTIFY ARCHITECT IF ADEQUATE FALL BETWEEN BUILDING AND SEWER CONNECTION CANNOT BE ACHIEVED. LAY OUT PIPES TO FALL WITHIN PARTITIONS OR CHASES. DO NOT REQUIRE FURRING OTHER THAN THOSE SHOWN ON THE DRAWINGS. W. X. Y. Z. AA. AB. AC. AD. AE. AF. AG. 0 0 INSTALL ALL PIPING PARALLEL AND PERPENDICULAR TO BUILDING WALLS AND AH. PARTITIONS UNLESS DISTINCTLY SHOWN OR NOTED OTHERWISE. ROUTE PIPING LOCATED NEAR EACH OTHER PARALLEL IN ALL PLANES, WITH SUFFICIENT CLEARANCE. PIPING ON EXTERIOR WALLS SHALL BE INSTALLED ON THE ROOM SIDE OF Al. EXTERIOR WALL INSULATION. MAKE CHANGES IN PIPE SIZE NOTED ON THE PLANS DOWNSTREAM OF FITTING OF THE LARGER PIPE. WHEN SUPPLY PIPES ARE LARGER THAN EQUIPMENT'S' TAPINGS REDUCE SIZE IMMEDIATELY PRIOR TO CONNECTION. LABEL PIPING TO IDENTIFY SYSTEM TYPE AND DUTY. FOR EXISTING BUILDINGS, FOLLOW ESTABUSHED IDENTIFICATION NOMENCLATURE. AJ. COORDINATE LOCATION AND METHOD OF ATTACHMENT OF HANGARS AND AK. SUPPORTS FOR PIPING SYSTEM TO BUILDING STRUCTURE WITH THE ARCHITECT AND STRUCTURAL ENGINEER. ESTABLISH LOCATIONS OF SYSTEM PIPE ANCHORS AL AND OBTAIN APPROVAL FROM THE ARCHITECT AND STRUCTURAL ENGINEER. SLEEVE PIPING THROUGH EXTERIOR WALLS, FIRE AND SMOKE RATED WALLS AM. AND ASSEMBUES, ON GRADE SLAB FLOORS. ANNULAR SPACE BETWEEN PIPE AND SLEEVE SHALL BE CAULKED AND SEALED. FIRE RATED PENETRATIONS AN. SHALL BE FIRE STOPPED TO MEET RATING OF CONSTRUCTION PENETRATED. EXTEND SLEEVE A MINIMUM OF 1 INCH ABOVE FLOOR PENETRATIONS IN POTENTIALLY WET AREAS SUCH AS MECHANICAL AND EQUIPMENT ROOMS. REFER AO. TO SPECIFICATION SECTION 07 92 00 FOR SEALANT TYPE AND SPECIFICATION. AP. DOMESTIC WATER PIPING SHALL BE INSTALLED TO SLOPE TO DRAIN POINTS. WHERE CONDITIONS DICTATE TRAPPED SECTION OF PIPING, A DRAIN VALVE OR CAPPED TEE SHALL BE INSTALLED TO FACILITATE DRAINING OF TRAPPED SECTION OF PIPING. THOROUGHLY FLUSH DOMESTIC WATER PIPING. SCREENED OUTLETS SHALL BE REMOVED DURING FLUSHING PROCESS AND REINSTALLED AT COMPLETION. INSULATE ALL DOMESTIC HOT AND COLD WATER PIPING. SEE SPECIFICATIONS. COPPER AND PLASTIC PIPING INSTALLED IN STUD WALLS SHALL BE PROTECTED WITH MINIMUM 1/16 INCH SHIELD PLATES EXTENDING BEYOND THE PIPE IN ALL DIRECTIONS. INSTALL SHUT—OFF VALVES IN HOT AND COLD WATER UNES AHEAD OF CONNECTIONS TO ALL PLUMBING FIXTURES & EQUIPMENT. AQ. AR. AS. I __LL RTU -2 260 MBH 0 0 0 G \–/ 0 1 1/4" 2" co c o; 1=�c FE -711-1-1 r, lJ NOTE NOTE : A .. 0 0 _ _ L L RTU -1 260 MBH `1 1/4 DEMO EXIS77NG a GAS PIP/NG (E) GA REVIEW CONNECTION REQUIREMENTS OF ACTUAL EQUIPMENT FURNISHED PRIOR AT. TO ROUGH—IN. THIS INCLUDES EQUIPMENT FURNISHED BY DIVISION 22, ANY OTHER DIVISION WORK, OR THE OWNER. ADJUST ROUGH—IN TO MEET EQUIPMENT INSTALLATION REQUIREMENTS. REFER TO ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONED LOCATIONS OF PLUMBING FIXTURES. FIXTURES DESIGNATED FOR HANDICAP USE SHALL BE INSTALLED TO MEET MOST CURRENT APPLICABLE ADA AND /OR ANSI REQUIREMENTS FOR INSTALLATION CLEARANCE AND ACCESS. FLOOR DRAINS AND CLEANOUTS SHALL BE FURNISHED WITH TOP AND TRIM COMPATIBLE WITH FLOOR COVERING MATERIAL REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR FINISH ALTERNATES AFFECTING FLOOR DRAIN AND CLEANOUT TRIM REQUIREMENTS. ALL FLOOR DRAINS SHALL HAVE 3 INCHES MINIMUM WATER SEAL PROVIDE FUNNEL RECEPTOR FOR FLOOR DRAINS WHERE REQUIRED TO PREVENT SPILLAGE FROM INDIRECT WASTE LINES. INSTALL A CLEANOUT AT EACH SINK WASTE STACK. ALL FLOOR CLEANOUTS SHALL BE LOCATED A MINIMUM OF 18 INCHES CLEAR FROM WALLS AND OBSTRUCTIONS TO SERVICE. PROVIDE ACCESS DOORS FOR ALL INACCESSIBLE VALVES AND CLEANOUTS. COORDINATE LOCATION OF TERMINATION OF VENT PIPING WITH OTHER TRADES AND ARCHITECTURAL FEATURES AND CONDITIONS. MAINTAIN REQUIRED CLEARANCES TO OUTSIDE AIR INTAKES, WINDOW, ETC. AS REQUIRED BY LOCALLY ACCEPTED CODE. AU. AV. AW. AX. AY. AZ. BA. RUN ALL DRAIN UNES FROM EQUIPMENT OVERFLOW RECEIVERS, ETC. TO FLOOR/HUB DRAINS. DRAIN UNES SHALL BE HARD DRAWN COPPER INSTALLED WITH MINIMUM 1/8 INCH PER FOOT SLOPE SECURED BY GUIDES AND SUPPORTS BB. FOR PIPE SIZE SHOWN. NO DRAIN UNE TO BE SMALLER THAN 3/4 INCH. INSTALL TEE AT EACH ELBOW OF CONDENSATE DRAIN WITH CLEANOUT PLUG ON BLIND TEE. PLUMBING CONTRACTOR SHALL VERIFY VOLTAGE, PHASE, AND WIRE SIZE OF PLUMBING EQUIPMENT REQUIRING ELECTRICAL CONNECTION WITH DIVISION 26 CONTRACTOR PRIOR TO PURCHASE OF EQUIPMENT. PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS WHERE REQUIRED BY LOCAL AUTHORITY. PROVIDE PERMANENT ACCESS WITH SHUT—OFF VALVE UPSTREAM OF PRIMING DEVICE. BC. BD. 0 0 0 RECONNECT EXIS77NG GAS PIPING TO NEW GAS MAIN NOTE 7 0 NORTH PLUMBING NOTES: 1. THIS SPACE IS RESERVED FOR ELECTRICAL EQUIPMENT. NO PIPING SHALL PASS BELOW, ABOVE, OR AROUND ELECTRICAL EQUIPMENT. PROVIDE CODE REQUIRED MINIMUM CLEARANCE ABOVE ELECTRICAL EQUIPMENT ACCESS SPACE. 2. NEW NATURAL GAS METER SERVING 3,338 MBH. THE SYSTEM DESIGN IS BASED ON 2.0 PSI DEUVERY PRESSURE WITH A PRESSURE DROP OF 1.0 PSI. THE CONTRACTOR SHALL COORDINATE THE METER PLACEMENT, AVAILABLE PRESSURE, AND NEW SERVICE REQUIREMENTS WITH THE LOCAL UTILITY PRIOR TO CONSTRUCTION. IF THE DELIVERY PRESSURE INDICATED IS NOT AVAILABLE FROM THE UTILITY COMPANY, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY. 3. CONNECT NATURAL GAS SERVICE TO ROOFTOP UNIT IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. REFER TO DETAIL SHEET FOR ADDITIONAL INFORMATION. VERIFY EXACT LOCATION OF NATURAL GAS CONNECTION ON ROOFTOP UNIT WITH EQUIPMENT PRIOR TO PIPE INSTALLATION. 4. AIR CONDITIONING COIL, SEE MECHANICAL DRAWINGS, ROUTE 1" CONDENSATE TRAP AND VENT WITH DRAIN TO SLOPE AT 1/8" PER FOOT TO 'ELL' DOWN AT 6" AFG TO MOP SINK. 5. THE PLUMBING CONTRACTOR SHALL PROVIDE HEAT TRACING TAPE AND INSULATION AS REQUIRED FOR ROOF HYDRANT INSTALLATION TO PREVENT PIPING FROM FREEZING. COORDINATE THE INSTALLATION OF THE HEAT TRACING WITH THE ELECTRICAL CONTRACTOR PRIOR TO INSTALLATION. 6. SEE CIVIL PLAN FOR CONTINUATION. 7. RELOCATE EXISTING GAS METER AND RECONNECT EXISTING GAS PIPING TO NEW GAS MAIN OF EQUAL SIZE AS THE EXISTING PIPING AT THE CONNECTION POINT. THE EXISTING GAS METER SERVES THE EXISTING BUILDING NOT A PART OF THIS PROJECT. 8. VENTED PRESSURE REGULATOR WITH SOV (2 PSI TO 7" WC), SEE DE IL _ 0 SHEET P500. 9. SEWAGE EJECTOR (SE), INSTALL IN ACCORDANCE WITH " MANUFACTURER'S RECOMMENDATIONS AND LOCAL CODE REQUIREMENTS. PLUMBING CONTRACTOR TO COORDINATE WITH CIVIL FOR LOCATION AND ELEVATION OF P.O.C. OF PRESSURIZED MAIN TO EXISTING AND/OR NEW GRAVITY MAIN. PROVIDE 4" VENT, RAN UNDERGROUND, TO INTERIOR OF BUILDING AND UP THRU ROOF TO NEW VENT-THRU-ROOF (VTR) WITH CLEANOUT AT BASE OF STACK. NOTE: ROUTE PLUMBING EXPOSED IN SPACE TIGHT TO ROOF JOISTS WITH PIPE HANGERS PER DETAIL 4 ON SHEET P400. GAS LOAD TABLE issued for: PERMIT SUBMITTAL EQUIPMENT LOAD QTY. TOTAL RTU -1 THROUGH RTU -9 260 9 2,340 RTU -10 THROUGH RTU -12 180 3 540 RTU -13 108 1 108 UH -1 AND 2 175 2 350 3,338 MBH THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL CONNECTIONS TO PLUMBING FIXTURES. THIS INCLUDES, BUT IS NOT LIMITED TO, PROVIDING (FURNISHING AND INSTALLING) ALL TRAPS, DRAINS, AND SUPPLIES WITH STOPS. THE CONTRACTOR WILL BE RESPONSIBLE TO SCOPE ALL EXISTING SANITARY UNES AND WILL SUBMIT REPORT AND VIDEO TO PM 1 WEEK BEFORE TURN OVER. CONTRACTOR WILL BE RESPONSIBLE FOR ALL REPAIRS REQUIRED TO 5' BEYOND EXTERIOR WALL OR TO FIRST MANHOLE. INSTALL SHUT—OFF—DUTY VALVES WHERE SHOWN ON THE DRAWINGS AND FOR SERVICE OF EQUIPMENT. CONTRACTOR SHALL PROVIDE ISOLATION VALVES FOR EACH AREA EVEN IF NOT SHOWN ON PLANS. INSTALL BALL TYPE DRAIN VALVES WITH HOSE CONNECTIONS AT LOW POINTS FOR SYSTEM DRAINAGE. REDUCE PIPE SIZES USING ECCENTRIC REDUCER FITTING INSTALLED WITH LEVEL SIDE UP. ANCHOR PIPING TO ENSURE PROPER DIRECTION OF EXPANSION AND CONTRACTION. INSTALL MANUAL AIR VENTS AT HIGH POINTS IN SYSTEM AIR VENTING. LAY OUT THE PIPING SYSTEM IN CAREFUL COORDINATION WITH THE BUILDING CONDITIONS AND ALLOW FOR SERVICE OF ALL INSTALLED EQUIPMENT, ACCESS AND OPERATION OF VALVES, SERVICE OF ALL PIPING COMPONENTS, SERVICE OF HVAC EQUIPMENT. DETERMINE PROPER ELEVATION FOR ALL COMPONENTS OF THE SYSTEM. ESTABLISH STANDARD OF INSTALLATION AND REVIEW WITH OWNER'S REPRESENTATIVE FOR APPROVAL DEMONSTRATE ACCESS OF ALL SYSTEM COMPONENTS. MAKE MODIFICATIONS REQUIRED BY THE OWNER AND INSTALL ALL OTHER SYSTEMS TO MEET INSTALLATION OF OWNER APPROVED UNIT PIPING. KEEP ALL PIPE OPENINGS COVERED DURING CONSTRUCTION. VERIFY PIPING IS CLEAN AND CLEAR BEFORE EXTENDING PIPING SECTIONS. THOROUGHLY FLUSH BRANCH PIPING BEFORE CONNECTION TO THE UNIT. BYPASS UNIT AND CONTROL VALVE DURING FLUSHING OF PIPING. STRAINER SHALL BE INSTALLED AHEAD OF CONNECTION TO CONTROL VALVE. AFTER BRANCH PIPING IS PROVEN CLEAN, CLEAN STRAINER AND MAKE FINAL CONNECTIONS TO EQUIPMENT AND CONTROL VALVE. REVIEW CONNECTION REQUIREMENTS OF ACTUAL EQUIPMENT FURNISHED PRIOR TO ROUGH—IN. (THIS INCLUDES EQUIPMENT FURNISHED BY DIVISION 22, ANY OTHER DIVISION WORK, OR THE OWNER.) ADJUST ROUGH—IN TO MEET EQUIPMENT INSTALLATIONS REQUIREMENTS. BE. INSTALL VALVES ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. BF. INSTALL VALVES WITH UNIONS AT EACH PIECE OF EQUIPMENT ARRANGED TO ALLOW SERVICING, MAINTENANCE, AND EQUIPMENT REMOVAL BG. LOCATE VALVES FOR EASY ACCESS AND PROVIDE SEPARATE SUPPORT WHERE NECESSARY. BH. INSTALL VALVES IN HORIZONTAL PIPING WITH STEM AT OR ABOVE THE CENTER OF THE PIPE. BI. INSTALL VALVES IN A POSITION TO ALLOW FULL STEM MOVEMENT. BJ. INSTALL CHECK VALVES FOR PROPER DIRECTION OF FLOW. BK. INSTALL HANGERS, SUPPORTS, CLAMPS, AND ATTACHMENTS AS REQUIRED TO PROPERLY SUPPORT PIPING FROM STRUCTURE. BL INSTALL HANGERS AND SUPPORTS COMPLETELY WITH NECESSARY INSERTS, BOLTS, RODS, NUTS, WASHERS, AND OTHER ACCESSORIES. BM. LOAD DISTRIBUTION: INSTALL HANGERS AND SUPPORTS SO THAT PIPING LIVE AND DEAD LOADING AND STRESSES FROM MOVEMENT WILL NOT BE TRANSMITTED TO CONNECTED EQUIPMENT. BN. THIS PROJECT UTIUZES A PLENUM RETURN AIR CEILING. ALL EQUIPMENT AND MATERIALS INSTALLED IN THE PLENUM RETURN CEILINGS MUST MEET THE FLAME SPREAD AND SMOKE DEVELOPED RATINGS OF 25/50 AND BE APPROVED FOR USE IN PLENUM RETURNS CEIUNGS. NO PVC/ABS PIPING WILL BE PERMITTED IN CEILING SPACES. gas gineering Phone: 602.992.3900 Fax: 602.992.1541 809 W. Maryland Ave. Phoenix, AL 85013 ociates, inc lamieCtiglaseng.com Consulting Engineers TEA #17122 MPB SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com U It i u) EN a' c0 00 icte; OU a- Cal 0 t; jW I cg- -g ma U U Y Q !!5 0 RECEIVED CITY OF TUKWILA FEB 1 3.2018 3- PERMIT CENTER > a) date: 8-3-2017 issued for: PERMIT SUBMITTAL revision no.: date: 5 SEWAGE EJECTOR 01 /1 9/1 8 job no.: 17-027 sheet title: OVERALL PLUMBING PLAN sheet no.: P100 Jan 26, 2018 - 12:27pm by natha \\Ju sti n -2014\t igI a s PLUMBING FIXTURE SCHEDULE PLUMBING FIXTURE SCHEDULE Mark DESCRIPTION FINAL CONNECTIONS WC -1 WATER CLOSETS FLUSH VALVE OPERATION, VITREOUS CHINA. FULLY GLAZED TRAPWAY, 1.28 GALLONS PER FLUSH, FLOOR MOUNTED, BOTTOM OUTLET, 12" ROUGH -IN, 1 1/2" TOP INLET SPUD, 25 PSI MINIMUM WORKING PRESSURE, COLOR: WHITE WATER CLOSET FLUSHING SYSTEM QUIET. EXPOSED, HIGH EFFICIENCY FLUSH VALVE. VANDAL RESISTANT CHROME PLATED CAST BRASS VALVE BODY, INTEGRAL VACUUM BREAKER, ADJUSTABLE TAILPIECE, SPUD COUPLING, FLANGE FOR TOP SPUD CONNECTION. VANDAL RESISTANT CONTROL STOP WITH INTERNAL SIPHON -GUARD PROTECTION WATER CLOSET SEAT COMMERCIAL DUTY. EXTRA HEAVY WEIGHT, INJECTION MOLDED SOLID PLASTIC, LARGE MOLDED BUMPERS, STAINLESS STEEL POSTS, SELF-SUSTAINING. CONCEALED STAINLESS STEEL CHECK HINGE HOLDING SEAT IN ANY RAISED POSITION UP TO 11 DEG. BEYOND VERTICAL, OPEN FRONT. LESS COVER. COLOR: WHITE HW I CW V W MANUFACTURER MODEL NUMBER Mark DESCRIPTION FINAL CONNECTIONS HW CW V W MANUFACTURER MODEL NUMBER 1 1/2" 3" AMERICAN STANDARD: 2234.001 SLOAN: SLOAN 111.128 4"TD-1 TRENCH DRAIN CHANNEL SLOPED DRAIN SYSTEM. PRECAST POLYESTER CONCRETE CHANNEL OF INTERLOCKING DESIGN WITH A BUILT-IN SLOPE 0.6" AND WITH INTEGRAL METAL RAIL AND RADIUSED BOTTOM, 4" BOTTOM OULET WITH DOME STAINER. ADA DUCTILE IRON EXTRA HEAVY DUTY GRATE. 1 1/2" 3" ACO: K100S CB -1 CATCH BASIN 18" X 12" POLYMER CONCRETE CATCH BASIN WITH ADA COMPUANT CAST IRON GRATE SUITABLE FOR FORK UFT TRAFFIC. BASIN TO INCLUDE TRASH BUCKET AND WILL ACCOMODATE 6". 8". AND 10" PIPE. 1 1/2" 4" ACO: POLYMER TYPE 63 AMERICAN STANDARD: 5905.100 WC -2 WATER Cl(0241NS COMPUANT) FLUSH VALVE OPERATION, VITREOUS CHINA, FULLY GLAZED TRAPWAY, 1.28 GALLONS PER FLUSH. FLOOR MOUNTED, BOTTOM OUTLET. 12" ROUGH -IN, 1 1/2" TOP INLET SPUD, 25 PSI MINIMUM WORKING PRESSURE, COLOR: WHITE WATER CLOSET FLUSHING SYSTEM QUIET. EXPOSED, HIGH EFFICIENCY FLUSH VALVE, VANDAL RESISTANT CHROME PLATED CAST BRASS VALVE BODY, INTEGRAL VACUUM BREAKER, ADJUSTABLE TAILPIECE, SPUD COUPLING, FLANGE FOR TOP SPUD CONNECTION, VANDAL RESISTANT CONTROL STOP WITH INTERNAL SIPHON -GUARD PROTECTION WATER CLOSET SEAT COMMERCIAL DUTY, EXTRA HEAVY WEIGHT, INJECTION MOLDED SOUD PLASTIC, LARGE MOLDED BUMPERS, STAINLESS STEEL POSTS, SELF-SUSTAINING, CONCEALED STAINLESS STEEL CHECK HINGE HOLDING SEAT IN ANY RAISED POSITION UP TO 11 DEG. BEYOND VERTICAL, OPEN FRONT, LESS COVER, COLOR: WHITE 1" 1 1/2" 3" AMERICAN STANDARD: 3043.001 SLOAN: 111.128 AMERICAN STANDARD: 5905.100 FCO -1 CLEANOUT - FLOOR ACID RESISTING COATED CAST IRON BODY. ADJUSTABLE, GAS AND WATER 11GHT ABS TAPERED THREADED INTERNAL CAST IRON PLUG. VANDAL -PROOF FASTENERS, OUTLET CONNECTION METHOD SHALL BE COMPATIBLE WITH PIPING MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS, MEDIUM DUTY, ROUND SCORIATED SECURED ACID RESISTING CAST IRON FRAME AND COVER WITH ANCHOR FLANGE, WITH " " 0 ,y T<..,, P r. ' RO 'E -PE ERS ,t :4 I,o- :. B .W 1-p 4" JR SMITH: 4220 SE SEWAGE EJECTOR DUPLEX GRINDER PUMP SYSTEM, 115 VOLT, 1 PHASE, 0.4 HP (EACH), 40 GPM AT 12' IDH, PROVIDE 36"0 X 10' SUMP WITH GAS TIGHT LOCKABLE ALUMINUM HATCH COVER, FLOAT SUSPENSION BRACKET. ANTIFLOATATION COLLAR, UL USTED W/ FLOAT SWITCHES (4 LEVEL CONTROLS AND ALARM). Model: LE41M-2 Sewage Pump Model: AE24L-4 NEMA 4X Control Panel Model: GR22-S Guide Rail Assembly Quantity. 2 Quantity. 1 Quantity. 2 4" LIBERTY PUMPS EPS66611 Preassembled Duplex Sewage system. UR -1 URINAL (ADA COMPUANT) URINAL CARRIER WALL MOUNTED. WHITE VITREOUS CHINA, ELONGATED 14" RIM FROM FINISHED WALL, EXTENDED SIDES, 3/4" TOP MOUNTED INLET SPUD. 2" OUTLET SPECIFICATION "FIXTURE CARRIER. WALL URINAL SUPPORT SYSTEM, TOP AND BOTTOM SUPPORT PLATES, COATED RECTANGULAR STEEL UPRIGHTS, WELDED FEET, ADJUSTABLE SUPPORT PLATES, MOUNTING FASTENERS, " MOUNTING HEIGHT 15 1/4" MAXIMUM A.F.F AT TOP OF RIM. 3/4" 1 1/4" 2" AMERICAN STANDARD: 5905.100 ZURN: Z1222 S-1 SINK SINGLE BOWL, 300 SERIES STAINLESS STEEL, 30" MINIMUM CABINET SIZE, HIGHUGHTED SWIRLED SATIN FINISH, TOP MOUNT, SELF RIMMING, FOUR FAUCET HOLES ON 4" CENTERS. SINK FAUCET 4" CENTERS. SINK MOUNTED, SOUD BRASS CONSTRUCTION, CHROME PLATED FINISH, LAMINAR FLOW AERATOR: 1.5 GPM. DUAL HANDLE, 4" WRIST BLADES, INTEGRAL CONCEALED MOUNT MIXING VALVE, SWING SPOUT, HOSE SPRAY, 4 -HOLES. SUPPLIES CHROME PLATED ANGLE STOPS WITH LOOSE KEY HANDLE, CHROME PLATED FLEXIBLE BRASS RISER, INSULATE ALL EXPOSED WATER UNES AND VALVES SINK WASTE POLISHED TYPE 304 STAINLESS STEEL BODY WITH BASKET STRAINER. 1 1/2" 17 GAUGE CHROME PLATED ADJUSTABLE BRASS P -TRAP WITH CLEANOUT PLUG, FITS 3 1/2" OPENING. 1 1/2" NICKEL PLATED BRASS TAILPIECE, RUN PARALLEL AND AS 11GHT TO WALL AS POSSIBLE, INSULATE ALL EXPOSED WASTE UNES 1/2" 1/2" 1 1/4" 1 1/2" ELKAY: DAYTON GE12521L ELKAY: LK811ATO8L2 ZURN: Z8700 -PC LAV -1 LAVATORIES COUNTERTOP SINK, VITREOUS CHINA, SELF -RIMMING, FRONT OVERFLOW, ROUND SHAPED LAVATORY, SIZE: VITREOUS CHINA, FRONT OVERFLOW, 3 FAUCET HOLES CENTERED ON 4" CENTERS, LESS SOAP DISPENSER HOLE, ADA COMPLANT, COLOR: WHITE LAVATORY FAUCET 0.5 GPM METERING FAUCET WITH POUSHED CHROME FINISH, PROVIDE ASSE 1070 TEMPERING VALVE, LAVATORY SUPPUES CHROME PLATED ANGLE STOPS WITH LOOSE KEY HANDLE. CHROME PLATED FLEXIBLE BRASS RISER. INSULATE ALL EXPOSED WATER UNES AND VALVES LAVATORY WASTE GRID DRAIN STRAINER, 1 1/4" OFFSET TAILPIECE, 1 1/4" 17 GAUGE CHROME PLATED ADJUSTABLE BRASS P -TRAP WITH CLEANOUT PLUG, 1 1/4" CHROME PLATED BRASS WASTE TO WALL LAVATORY PROTECTIVE PIPE COVERS ADA COMPUANT. CHINA WHITE, ANTI-BACTERIA/FUNGAL, MOLDED VINYL, P -TRAP COVER, TWO ANGLE VALVE AND SUPPLY COVERS. 5" OFFSET TAILPIECE WHEEL CHAIR STRAINER COVER 3/8" 3/8" 1 1/e 1 1/4" AMERICAN STANDARD: 0491.019 CHICAGO: 3400-ABCP LEONARD: 170 -LF ZURN: 8746 -PC ZURN: Z8701 -PC TRUEBRO: 103 E -Z PLUMBEREX: X4444 EWC-1 ELECTRIC WATER COOLER ACCESSORIES SUPPUES DUAL ELECTRIC WATER COOLER, RECTANGULAR SHAPED BOWL, WALL HUNG. EXPOSED ON WALL COUNTOURED SHOCK -ABSORBING UPPER SHROUD, NO EXPOSED FASTENERS, HIGH SIDE ON THE LEFT, EASY -TOUCH CONTROLS ON THE FRONT AND SIDES, REFRIGERATED UNIT, REFRIGERANT HFC -134 A CONTROLLED BY CAPILARY TUBE, BASE FLOW RATE OF 8.0 GPH, BARRIER FREE SELF-CONTAINED, ONE PIECE POUSHED STAINLESS STEEL BASIN, INTEGRAL DRAIN GRID, EMBOSSED BUBBLER, ONE-PIECE REMOVABLE LOWER SHROUD FOR ACCESS TO INTERNAL COMPONENTS, LEAD-FREE WATERWAYS, EASILY CLEANABLE SCREEN, SELF-CONTAINED. ONE PIECE POUSHED STAINLESS STEEL BASIN, INTEGRAL DRAIN GRID, EMBOSSED BUBBLER, ONE-PIECE REMOVABLE LOWER SHROUD FOR ACCESS TO INTERNAL COMPONENTS, .FAD-ERFF WAIFRWAYS. FASII Y CI FANARI F SCRFFN PROVIDE REPLACEABLE WATER FILTER (HWF142) 1/2" COLD WATER SUPPLY WITH CONCEALED STOP WITH WHEEL HANDLE. 1/2" CHROME PLATED FLEXIBLE BRASS RISER, 1/2" COLD WATER SUPPLY WITH CONCEALED STOP WITH WHEEL HANDLE. 1/2" CHROME PLATED FLEXIBLE BRASS RISER WASTE 1 1/4" 17 GAUGE CHROME PLATED BRASS ADJUSTABLE P -TRAP WITH CLEANOUT PLUG, 1 1/4" CHROME PLATED BRASS WASTE TO WALL, CONCEALED IN UNIT, 1 1/4" 17 GAUGE CHROME PLATED BRASS ADJUSTABLE P -TRAP WITH CLEANOUT PLUG. 1 1/4" CHROME PLATED BRASS WASTE TO WALL, CONCEALED IN UNIT MOUNTING HEIGHT 31.875 A.F.F 3/8" 1 1/4" 1 1/4" HALSEY TAYLOR: HAC8FSBL-Q ADA FMS -1 FLOOR MOP SINK MOLDED STONE, PLAIN CURBS, ONE PIECE 24"X24"X10" SQUARE BASIN. WITH TILING FLANGE FLOOR MOP SINK FAUCET WALL MOUNTED HOT AND COLD WATER SERVICE FAUCET EXTENDING 9 3/8" FROM BACK OF WALL FLANGE, VACUUM BREAKER, CHROME PLATED, 3/4" HOSE THREAD ON SPOUT, PAIL HOOK, ADJUSTABLE WALL BRACE, FLAT STAINLESS STEEL STRAINER, 24" LONG X 3" WIDE STAINLESS STEEL MOP BRACKET WITH THREE RUBBER GRIPS, 36" LONG HOSE WITH WALL HANGER SUPPUESWITH 1/2" HOT AND WHEEL HANDLE, COLD 1/2 W CHROME PLATED STOPEFLEXIBLE BRASS RISER WASTE DRAIN SHALL BE INTEGRAL STAINLESS STEEL COMBINATION FLAT STRAINER AND UNT BASKET, FACTORY INSTALLED STAINLESS STEEL DRAIN BODY, CAST IRON P -TRAP ACCESSORIES 24" LONG X 3" WIDE STAINLESS STEEL MOP BRACKET WITH THREE RUBBER GRIPS. 36" HOSE WITH HANGER. STAINLESS STEEL SPLASH GUARDS ON ADJACENT WALLS AS REQUIRED 1/2" 1/2" 1 1/4" 2" FIAT: MSB -2424 FIAT: 830 -AA WH -1 WALL HYDRANT CONCEALED 3/4" HOSE CONNECTION WITH INTEGRAL AUTOMATIC DRAINING, ANTI -SIPHON VACUUM BREAKER IN CHROME BOX. LENGTH TO SUIT WALL THICKNESS PROVIDE WITH QUARTER TURN, SQUARE FITTING, T -HANDLE KEY. 1/2" WOODFORD: 865 RH-1 ROOF HYDRANT ENCASED, ANTI -SIPHON, AUTOMATIC DRAINING, COPPER CASING, ALL BRONZE INTERIOR WALL HYDRANT WITH NON -TURNING OPERATING ROD WITH FREE-FLOATING COMPRESSION CLOSURE VALVE, VANDAL -RESISTANT LOOSE TEE HANDLE OPERATING STEM, ADJUSTABLE PACKING NUT, INTEGRAL TAMPER PROOF VACUUM BREAKER. SINGLE TEMPERATURE 3/4" INLET MALE END CONNECTION, CHROME -PLATED BOX AND HINGED COVER WITH LOOSE OPERATING KEY MOUNTING MOUNTED IN THE VERTICAL FACE OF MECHANICAL EQUIPMENT CURB AS INDICATED ON PLANS 1/2" ZURN: Z1320 -C GF -1 GENERIC FIXTURE 1/2" DOMESTIC COLD WATER CONNECTION FOR COFFEE MAKER, PROVIDE DUAL CHECK VALVE FOR CARBONATED BEVERAGE MACHINES (WATTS SD -2 OR EQUAL), PROVIDE BACKFLOW PREVENTION IN ACCORDANCE WITH LOCAL REQUIREMENTS IN AN ACCESSIBLE LOCATION, COORDINATE THE LOCATION AND SIZE OF ALL PLUMBING CONNECTIONS WITH KITCHEN CONNECTION PLANS, MANUFACTURER RECOMMENDATIONS, AND LOCAL REQUIREMENTS PRIOR TO ROUGH -IN. MAKE ANY ADJUSTMENTS NECESSARY TO PROVIDE A FULLY FUNCTIONING FIXTURE, PROVIDE SHUT-OFF VALVE. 1/2" 3"FD-1 FLOOR DRAIN STANDARD STRAINER. COATED CAST IRON. TWO-PIECE BODY, DOUBLE DRAINAGE FLANGE. ADJUSTABLE EXTENSION AS REQUIRED BY APPUCATION, ADJUSTABLE COLLAR WITH SEEPAGE SLOTS, INVERTIBLE NON -PUNCTURING MEMBRANE CLAMP, FLASHING CLAMP WITH 24'X24" 4 LB. LEAD FLASHING FOR FLOOR DRAINS INSTALLED ABOVE SLAB ON GRADE, BOTTOM OUTLET, OUTLET CONNECTION METHOD SHALL BE COMPATIBLE WITH PIPING MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS, POUSHED NICKEL BRONZE FINISH, 5" DIAMETER ROUND STRAINER 1 1/4" 3" JR SMITH: 2010 -NB ZURN: Z415B 3"FS-1 FLOOR SINK 12" X 12" X 7 3/4" DEEP FLOOR SINK, COATED CAST IRON BODY. WHITE ACID -RESISTING PORCELAIN ENAMEL INTERIOR COATING, ABS ANTI -SPLASH DOME, WHITE STRAINER, OUTLET CONNECTION METHOD SHALL BE COMPATIBLE WITH PIPING MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS, NICKEL BRONZE 1/2 GRATE, SQUARE 1 1/2" 3" ZURN: FD2376-H WCO-1 WALL CLEANOUT ACID RESISTING COATED CAST IRON CLEANOUT TEE, COUNTERSUNK BRONZE PLUG, ROUND STAINLESS STEEL SECURED ACCESS COVER, STANDARD FASTENERS 3" J.R. SMITH: 4710 WADE 8480R ZURN: Z1446 TP -1 TRAP PRIMER PRESSURE ACTIVATED TRAP PRIMER, BRASS CONSTRUCTION, PISTON OPERATED, ADJUSTMENT FOR VARIABLE PRESSURES. INSTALL TRAP PRIMER A MINIMUM OF 12" ABOVE THE TRAP BEING SERVED, PROVIDE AIR GAP FITTING WITH 1/2" MALE NPT INLET FITTING AND 1/2" FEMALE OUTLET FITTING, TWO TRAP APPUCATION TRAP PRIMER DISTRIBUTION UNIT COPPER BODY DISTRIBUTION UNIT, 4 - 3/8" FPT BRASS DISCHARGE FITTINGS, 1/2" MALE NPT COMPOSITE INLET. PROVIDE PLUGS AS REQUIRED BY APPLICATION 1/2" PRECISION PRODUCTS: - P2-500 PRECISION PRODUCTS: - DU -4 TP -2 TRAP PRIMER ELECTRONICALLY ACTIVATED TRAP PRIMER. PRE-SET TIMER OPENING ONCE FOR 10 SECONDS EVERY 24 HOURS, 1/2" NPT MALE INLET, 1/2" NPT FEMALE OUTLET, 95-5 LEAD FREE SOLDERED JOINTS, CIRCUIT BREAKER, TEST SWITCH, TIMER SOLENOID VALVE, INSTALL TRAP PRIMER A MINIMUM OF 12" ABOVE THE TRAP BEING SERVED, PROVIDE AIR GAP FITTING WITH 1/2" MALE NPT INLET FITTING AND 1/2" FFMALF OUT( ET F PING, COORDINATE ELECTRICAL EQt IREMENTS WITH ELECTRICAL CONTRACTOR • • t TALLA11ON, SINGLE TRAP APPUCATION Tiglas Engineering Associates, Inc. expressly rese copyrkht & nther property ri'hts in th¢sa plans All c ssigns in`nnnahnn data, plans, drawings and specifications are the property of Tiglas Engineering Associates, Inc. as instruments of service and may not be used for any other purpose without written consent of Tiglas Engineering Associates, Inc. No liability is assumed for deviations from these documents. 9 1/2" PRECISION PRODUCTS: - MINI -PRIME DOMESTIC WATER SERVICE CALCULATIONS FIXTURE WSFU (5) WATER CLOSET, 1.6 GPF FLUSH VALVE 25.0 (1) URINAL, 1.0 GPF 4.0 (4) LAVATORY 4.0 (1) MOP SINK 3.0 (1) BAR SINK 2.0 (2) ICE MAKER 1:p (2) DRINKING FOUNTAIN 4.5 (4) HOSE BIBB 27.5 EXISTING BUILDING TOTAL WSFU = 73 2015 UPC APPENDIX A, CHART A103.1(2) FOR ESTIMATING DEMAND 73 WSFU = 58 GPM STATIC LOSS CALCULATIONS: HEIGHT OF HIGHEST FIXTURE ABOVE MAIN DOMESTIC WATER STUB hP FEET PRESSURE DROP AT HIGHEST FIXTURE = 0.433 X 20 FEET * 8.6 PSI BUILDING STATIC PRESSURE DROP * 8.6 PSI FRICTION LOSS CALCULATIONS: MINIMUM PRESSURE REQUIRED AT MOST DEMANDING FIXTURE * 20.0 PSI WATER METER PRESSURE DROP * 7.0 PSI BACKFLOW PREVENTER PRESSURE DROP (BASED ON WATTS 009M i >) PSI TOTAL DEVELOPED LENGTH OF DISTRIBUTION PIPING = * 600 FEET DISTRIBUTION PIPING IS SIZED FOR 2.4 PSI PER 100 FEET FRICTION LOSS. TOTAL DISTRIBUTION SYSTEM FRICTION LOSS = (70 PSI - 45.6 PSI) X 100 FT / 600 FT 4.1 PSI 45.6 PSI TOTAL DUILDINC PRESSURE DROP PIPE SIZING: 4.1 PSI/100' FRICTION LOSS 1/2" = 2 GPM =1 FU =- FU 3/4" = 6 GPM =7 FU =- FU 1" = 12 GPM =16 FU =- FU 1-1/4" = 21 GPM =32 FU =- FU 1-1/2" = 32 GPM =58 FU =15 FU 2" = 66 GPM =205FU =95 FU CONCLUSIONS: EXISTING 2" BUILDING WATER SUPPLY PIPE TO REMAIN EXISTING PRESSURE AT BUILDING PRESSURE REDUCER = * 70.0 PSI * CONTRACTOR TO VERIFY STATIC WATER PRESSURE AVAILABLE AT BUILDING DOMESTIC WATER STUB -UP, DOWNSTREAM OF METER AND BACKFLOW PREVENTER. NOTIFY ARCHITECT AND ENGINEER IMMEDIATELY IF MINIMUM PRESSURE REQUIREMENT IS NOT AVAILABLE. PLUMBING FIXTURES SANITARY (DFU) FIXTURE (5) WATER CLOSET, 1.28 GPF FLUSH VALVE (1) URINAL, 1.0 GPF (4) LAVATORY (1) MOP SINK (1) KITCHEN SINK (1) DRINKING FOUNTAIN (2) 2" FLOOR DRAIN (1) 3" FLOOR SINK 0� 30.0 2.0 4.0 4.0 2.0 1.0 6.0 5.0 TOTAL DFU = 54 DOMESTIC WATER METER SIZING * WATER METER IS EXISTING WITH PRESSURE AT 70 PSI, 73 WFU, 1 3." METER WITH 2" DISTRIBUTION. * PER EXISTING DRAWINGS ELECTRICAL WATER HEATERS MARK LOCATION KW GAL/HR ® 90 DEGREE RISE ELECTRI CAL STORAGE CAP MANUFACTURER REMARKS - VOLTS PHASE HWH-1 UTILITY CLOSET 3 14 277 1 20 GALLONS AO SMITH DEL 20 EXPANSION TANKS MARK LOCATION SERVES MINIMUM ACCEPTANCE WORKING PRESS (PSI) SIZE (APPROX) MANUFACTURER REMARKS ET -1 1 DOM. HW 2.1 150 10"0x10 3/8" AMTROL MODEL ST -5-C *NOTE: CONTRACTOR SHALL ADJUST PRE -CHARGE OF EXPANSION TANK TO EQUAL INCOMING WATER PRESSURE PRIOR TO INSTALLATION. PUMPS MARK LOCATION SERVICE GPM HEAD (FT.) MOTOR DATA RPM TYPE MFR. REMARKS HP VOLTS PH CYC. P-1 LOADING DOCK TRENCH DRAIN 50 13 1/2 115 1 60 1725 SPUT CAP. ZOELLER M98 PROVIDE ZOELLER OIL GUARD SYSTEM. MOUNT FRAM/NG TO STRUCTURE SECURE BRACKET TO WALL MIN 6 PLACES 1/4" X 2" GUSSET 3/4" CDX PLYWOOD, PAINT 2-1/2" x 2-1/2" x 1/4" ANGLE FRAME; CLEAN, PRIME, & PAINT ALL STEEL 3 DRAIN PAN 4,40r,t24 /// 30° 30" 3/16° DRAIN PAN DRAIN, ROUTE TO & TERMINATE AT MOP SINK WITH 2" AIR GAP NOTE' UNIT SHALL BE MOUNTED AT 8'-0" A.F.F.. INSTALL PER ALL LOCAL CODE REQUIREMENTS. SUPPORT PLATFORM SHALL BE DESIGNED TO SUPPORT A MAX/MUM WEIGHT OF 450 LBS. PAINT BRACKET MTH TWO (2) COATS OF SW/D1M, BLACK. WATER HEATER MOUNTING 3, NOT TO SCALE INSTALL PER PDI STANDARDS AND MANUFACTURER'S /NSTRUC77ONS SINGLE FIXTURE PDI SIZE PIPE SIZE FIXTURE UNIT LOAD A 1/2" 1-11 B 3/4" 12-32 C 1" 33-60 D 1-1/4 61-113 E 1-1/2' 114-154 F 2" 155-330 VENT SHUT-OFF VALVE (TYPICAL) CHECK VALVE (TYPICAL) UNION (TYP) INLET* OUTLET FIBERGLASS -.- TANK 3 4 -FLOAT SYSTEM HIGH LEVEL ALARM LAG FLOAT LEAD FLOAT STOP FLOAT W/ FFLLOATSMPS SEWAGE EJECTOR DETAIL - DUPLEX NOT TO SCALE FIXTURE UNIT TABULATION FIXTURE COLD HOT VALVE WATER CLOSET 10 -- TANK WATER CLOSET 5 -- URINAL 5 -- LAVATORY/SINK 1.5 1.5 JANITOR'S SINK 3 3 SHOWER/BATHTUB 2 2 TO FIXTURES THERMOMETER SHUTOFF VALVE (TYP) SEE PLANS FOR PIPE SIZES (TYP) AMTROL AST -5-C EXPANSION TANK VOLUME = 21 GALLONS ACCEPTANCE = 0.9 GALLONS VACUUM RELIEF UNION (TYP) ELECTRICAL CONNECTI0N- SEISMIC STRAP TOP & BOTTOM WATER HEA TER CHECK VALVE (TYP) r SEE PLANS FOR PIPE SIZES (TYP) LEAVE IN OPEN POS/TION, REMOVE HANDLE T&P RELIEF VALVE (ROUTE TO MSB) DRAIN VALVE WITH HOSE CONNECTION. WA TER 77GHT REINFORCED GALVANIZED DRAIN PAN. 3/4" DRAIN ROUTE TO MOP SINK BELOW, TERM/NATE W/7H AN A/R GAP. WATER HEATER DETAIL NOT TO SCALE IF HORIZONTAL BRANCH IS LESS THAN 20' LONG, PROVIDE ONE WHA AT END OF LINE IF BRANCH IS GREATER THAN 20' LONG, PROVIDE ANOTHER WHA IN MIDDLE, EACH SIZED FOR HALF THE FIXTURE UMTS *a 1* • • TO FIXTURES • `,i • **).TO FIXTURESHOT OR COLD WAlER SUPPLY TO FIXTURES MULTIPLE FIXTURES PLUMBING CONTRACTOR SHALL PROVIDE WATER HAMMER ARRESTERS BY SIOUX CH/EF, PRECISION PLUMB/NG PRODUCTS, WATTS OR APPROVED EQUIVALENT WITH PISTON AND 0 -RING CONSTRUCT70N, HAVING PD/ #WH -201, ASSE #1010 AND ANSI #A 112.26.1M CERTIF/CA 11ON. INSTALL IN HORIZONTAL OR VERTICAL POS/TION, BUT NEVER UPS/DE DOWN. INSTALL IN LINE W/771 WATER FLOW DIREC77ON IF POSSIBLE. SIZE THE UNITS AS SHOWN ON THE DRAWINGS AND/OR PER 1HE TABLES SHOWN ABOVE. WATER HAMMER ARRESTERS NOT TO SCALE 1 8 Engineering Associates, Inc iamieCtiglaseng.com Consulting EnOineers TEA#11122MPB Phone: 602.9929 00 Fax: 602.992.1541 809 W. Maryland Ave. Phoenix, AZ. 85013 SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com U 2 ow. § rewt44 D a co 6 tov aW U W Loz U a) RECEIVED CITY OF TUKWILA FEB 1 3 2018 PERMIT CENTER date: 8-3-2017 issued for: PERMIT SUBMITTAL revision no.: date: 5 SEWAGE EJECTOR 01/19/18 job no.: 17-027 sheet title: PLUMBING DETAILS sheet no.: P400 ELECTRIC WALL HEATER SCHEDULE (FURNISHED BY G.C.) MARK BTU/HR WATTS VOLTAGE PHASE AMPS MANUFACTURER CATALOG NUMBER REMARKS EWH-I 6,825 2.0 208 1 9.6 QMARK HEATER: AWH4408 MTG. FRAME: RECESSED PROVIDE WITH INTEGRAL THERMOSTAT AND INTEGRAL DISCONNECT SWITCH ELECTRICAL SYMBOL LEGEND (SOME MAY NOT BE USED) SYMBOL DESCRIPTION SYMBOL DESCRIPTION -e WALL MOUNTED SINGLE RECEPTACLE, NEMA 5-20R WEATHERPROOF MODIFIER PANELBOARD, UTILITY POWER ABOVE FINISHED GRADE DPST DOUBLE POLE, SINGLE THROW WALL MOUNTED DUPLEX RECEPTACLE V /!I PPOWER OWER DISTRIBUTION PANEL OR SWITCHBOARD, UTILITY NOT IN CONTRACT WALL MOUNTED DEDICATED DUPLEX RECEPTACLE at METER AND SOCKET HORIZONTAL MOUNT MODIFIER DZE WALL MOUNTED DUPLEX RECEPTACLE, ONE RECEPTACLE SWITCHED OR SPLIT -WIRED -0 WALL MOUNTED JUNCTION/OUTLET BOX 4 WALL MOUNTED OUADRUPLEX RECEPTACLE Q FLUSH FLOOR MOUNTED JUNCTION/OUTLET BOX SPDT WALL MOUNTED DEDICATED QUADRUPLEX RECEPTACLE pJ C CEILING MOUNTED JUNCTION/OUTLET BOX GFPE WALL MOUNTED QUADRUPLEX RECEPTACLE, SPLIT -WIRED QJ JUNCTION BOX MOUNTED ABOVE CEILING TR WALL MOUNTED SPECIAL RECEPTACLE, NEMA CONFIGURATION AS NOTED " " MULTI -OUTLET ASSEMBLY +" agf WALL MOUNTED RANGE RECEPTACLE, NEMA 14-50R UNLESS INDICATED OTHERWISE f CORD AND PLUG Q FLUSH FLOOR MOUNTED SINGLE RECEPTACLE, NEMA 5-20R/CY FOUR POLE, DOUBLE THROW MOTOR tui FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE XX/X a XXA FUSES SAFETY SWITCH, SIZE AS INDICATED ON PLAN Eg FLUSH FLOOR MOUNTED DEDICATED DUPLEX RECEPTACLE [I] FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE, SPLIT -WIRED XXA a FUSES COMBINATION MAGNETIC MOTOR STARTER AND DISCONNECT SWITCH, SIZE AS INDICATED ON PLAN NIGHTLIGHT LUMINAIRE MODIFIER FLUSH FLOOR MOUNTED OUADRUPLEX RECEPTACLE LI: FLUSH FLOOR MOUNTED DEDICATED QUADRUPLEX RECEPTACLE MOD SWITCH. SPST UNLESS INDICATED WITH MODIFIER. HORSEPOWER RATED WHEN USED FOR MOTOR CONTROL OR DISCONNECTING MEANS. SWITCH MODIFIERS. INCLUDING COMBINATIONS THEREOF: I II -6FST. FLUSH FLOOR MOUNTED QUADRUPLEX RECEPTACLE, SPLIT -WIRED ® FLUSH FLOOR MOUNTED SPECIAL RECEPTACLE, NEMA CONFIGURATION AS NOTED 3: 3 -WAY (SPDT). 4: 4 -WAY. 0: DIMMER. F: BOX COVER UNIT, BUSSMANN SSU OR STY SERIES. G: GLOW HANDLE (HANDLE GLOWS WHEN SWITCH IS OFF). H: HORIZONTALLY MOUNTED. K: KEY OPERATED. 11:MANUALITCH BANK CONTROLLERHEATER. D L T SWITCHES) SBOSI: OCCUPANCY SENSOR. OSI: 0S2: DUAL -RELAY OCCUPANCY SENSOR. P: PILOT LIGHT (PILOT ON WHEN SWITCH IS ON). T: TIMER. LV: LOW VOLTAGE. OR: OVERRIDE. OT: OVERRIDE WITH TIMER. WP: WEATHERPROOF DTC: SPDT, CENTER OFF, MAINTAINED CONTACT. DTM: SPDT, CENTER OFF, MOMENTARY CONTACT. LOWERCASE LETTER: CONTROL LUMINAIRE WITH SAME LETTER. ® ABOVE FLOOR SERVICE FITTING, HUBBELL #SC3098A OR EQUAL; NEMA CONFIGURATION AS NOTED 0 C/DC CEILING MOUNTED SINGLE RECEPTACLE, NEMA 5-20R (C=FLUSH CEILING, DC=DROPCORD) '1 C/DC CEILING MOUNTED DUPLEX RECEPTACLE (C=FLUSH CEIUNG,DC=DROPCCRD) C/DC CEILING MOUNTED DEDICATED DUPLEX RECEPTACLE (C=FLUSH CEILING, DC=DROPCORD) ' 7 C/DC CEILING MOUNTED DUPLEX RECEPTACLE, SPLIT -WIRED (C=FLUSH CEILING, DC=DROPCORD) ri- _. C/DC CEILING MOUNTED OUADRUPLEX RECEPTACLE (C=FLUSH CEILING, DC=DROPCORD) C/DC CEILING MOUNTED DEDICATED QUADRUPLEX RECEPTACLE (C=FLUSH CEILING. DC=DROPCORD) .a . _. C/DC CEILING MOUNTED QUADRUPLEX RECEPTACLE, SPLIT -WIRED (C=FLUSH CEILING, DC=DROPCORD) ® C/DC CEILING MOUNTED SPECIAL RECEPTACLE, NEMA CONFIGURATION AS NOTED (C=FLUSH CEILING, DC=DROPCORD) et CEILING MOUNTED PHOTOSENSOR .----, BRANCH CIRCUITING, CONCEALED IN WALL OR CEILING CD CEILING MOUNTED OCCUPANCY SENSOR - BRANCH CIRCUITING, CONCEALED IN OR UNDER FLOOR r'`( OS WALL MOUNTED OCCUPANCY SENSOR CEILING SURFACE 4' LED WRAPAROUND, 4600 LUMENS, #12 ACRYLIC LENS, 4000K, 82 CRI BRANCH CIRCUITING, EXPOSED XX v FEED; 'XXA INDICATES CURRENTTRCK LIGHTING LIVE ENDLIM TER RATING IF APPLICABLE WL4 40L EZ1 LP840 LED (INCLUDED) HOMERUN TO PANEL. THE NUMBER OF ARROWS INDICATES THE NUMBER OF CIRCUITS. TWO WIRES UNLESS NOTED OTHERWISE; SLASHES INDICATE NUMBER OF WIRES. GROUND WIRE IS REQUIRED BUT NOT INDICATED. A 7 INDICATES ISOLATED GROUND CONDUCTOR XXX RPS LOW VOLTAGE LIGHTING POWER SUPPLY/TRANSFORMER; XXX' INDICATES VOLT -AMP RATING V FLOOR MOUNTED TELEPHONE OUTLET; P DENOTES NUMBER OF TELEPHONE PORTS ® C CEILING MOUNTED TELEPHONE OUTLET; "P DENOTES NUMBER OF TELEPHONE PORTS 7 CONDUIT STUB ® WALL MOUNTED TELEPHONE OUTLET; "P DENOTES NUMBER OF TELEPHONE PORTS 277 VERTICAL CONDUIT/CIRCUIT o FLOOR MOUNTED DATA OUTLET; •D DENOTES NUMBER OF DATA PORTS 2 BELL V C CEILING MOUNTED DATA OUTLET; 0 DENOTES NUMBER OF DATA PORTS I V BUZZER Q WALL MOUNTED DATA OUTLET; '0 DENOTES NUMBER OF DATA PORTS a CHIME V FLOOR MOUNTED COMBINATION TELEPHONE AND DATA OUTLET; `P/`D DENOTES NUMBER OF TELEPHONE/DATA PORTS LITHONIA SPEAKER, CEILING ® C CEILING MOUNTED COMBINATION TELEPHONE AND DATA OUTLET; `P/"D DENOTES NUMBER OF TELEPHONE/DATA PORTS -OS SPEAKER, WALL V WALL MOUNTED COMBINATION TELEPHONE AND DATA OUTLET; `P/"D DENOTES NUMBER OF TELEPHONE/DATA PORTS OG SPEAKER, GROUND -MOUNTED ® ON' THICK KGSYWOOD BACKBOARD, SIZE AS INDICATED VC VOLUME CONTROL O REMOTE TEMPERATURE SENSOR AMP SOUND SYSTEM AMPLIFIER O THERMOSTAT LITHONIA TR LOW VOLTAGE CONTROL TRANSFORMER '® REMOTE CARBON DIOXIDE SENSOR TC AUTOMATIC TIMECLOCK a PUSHBUTTON STATION. ONE BUTTON R RELAY ( PUSHBUTTON STATION, TWO BUTTON PC PHOTOCELL ® PUSHBUTTON STATION, THREE BUTTON LED EXIT SIGN WITH EXTERNAL KRYPTON LAMPS AND REMOTE CAPACITY, STENCIL FACE, WHITE, RED, HIGH OUTPUT LEAD -CALCIUM BATTERY CCTV SYSTEM LEGEND ABBREVIATIONS AND MODIFIERS (SOME MAY NOT BE USED) AFF ABOVE FINISHED FLOOR SPST SINGLE POLE, SINGLE THROW WP WEATHERPROOF MODIFIER AFG ABOVE FINISHED GRADE DPST DOUBLE POLE, SINGLE THROW PT POKE -THROUGH MODIFIER NIC NOT IN CONTRACT 3PST THREE POLE, SINGLE THROW H HORIZONTAL MOUNT MODIFIER UNO UNLESS NOTED OTHERWISE 4PST FOUR POLE, SINGLE THROW HG HOSPITAL GRADE MODIFIER N.F. NON-FUSED SPDT SINGLE POLE, DOUBLE THROW IG ISOLATED GROUND MODIFIER GFPE GROUND -FAULT PROTECTION OF EQUIPMENT DPDT DOUBLE POLE, DOUBLE THROW TR TAMPER-RESISTANT MODIFIER ST SHUNT TRIP MODIFIER 3PDT THREE POLE, DOUBLE THROW SP SURGE PROTECTION MODIFIER GND GROUND 4PDT FOUR POLE, DOUBLE THROW GFCI GROUND -FAULT CIRCUIT INTERRUPTER EGC EQUIPMENT GROUNDING CONDUCTOR EM EMERGENCY LIGHT MODIFIER LED (INCLUDED) MODIFIER GEC GROUNDING ELECTRODE CONDUCTOR NL NIGHTLIGHT LUMINAIRE MODIFIER SR SHOW WINDOW RECEPTACLE MOUNTED WITHIN AHJ AUTHORITY HAVING JURISDICTION +XX' MOUNTING HEIGHT MODIFIER 277 18 INCHES OF TOP OF SHOW WINDOW NEC NATIONAL ELECTRICAL CODE (NFPA 70) 1,3 B CR CONTROLLED RECEPTACLE MODIFIER LED (INCLUDED) 1 277 30 CH CLOCK HANGER RECEPTACLE CCTV SYSTEM LEGEND SYMBOL DESCRIPTION EN CCTV CAMERA, WALL MI CCTV CAMERA, CEILING TP CCTV CAMERA, DOME, CEILING PVM PUBLIC VIEW MONITOR SUPPLEMENTAL RACEWAY LEGEND SYMBOL DESCRIPTION P POWER POLE T TELECOM POLE TP TELECOM/POWER POLE - HT- HEAT TRACE -EMS EMERGENCY CIRCUIT G UNDERCARPET FLAT CONDUCTOR CABLE WIRING SYSTEM, POWER -UCP- BREAK ROOM UNDERCARPET FLAT CONDUCTOR CABLE WIRING SYSTEM, TELEPHONE -UCG- J UNDERCARPET FLAT CONDUCTOR CABLE WIRING SYSTEM, DATA -UCD- ,...--T----...„.NO TELEPHONE ERWRACISEEWAY, I/2' UNLESS ,---TV---...„TEL OTHEVIERWISESION RACEWAY, 1/2' UNLESS NOTED �FA� FIRE ALARM SYSTEM RACEWAY, I/2' UNLESS NOTED OTHERWISE ....,..--S--.......OTHERW SOUND SYSTEMISE RACEWAY, I/2' UNLESS NOTED �C� CLOCK SYSTEM RACEWAY, 1/2' UNLESS NOTED OTHERWISE IC INTERCOM SYSTEM RACEWAY, (/2' UNLESS NOTED OTHERWISE /NCS NURSE CALL SYSTEM RACEWAY, 1/2' UNLESS NOTED OTHERWISE SEC SECURITY SYSTEM RACEWAY, U2' UNLESS NOTED OTHERWISE QWIREK LOOP FOR FUTURE CONNECTION, 10'-0' MINIMUM SUPPLEMENTAL ELECTRICAL LEGEND SYMBOL DESCRIPTION A DATA ROOM B PHONE BOARD C CASH OFFICE AND VAULT D CEM (GENERAL MANAGER) OFFICE F OPS MANAGER G TRAINING OFFICE H BREAK ROOM I RECEIVING DESK PWR POLE DROP J REGISTER PWR POLE DROP K INFO STATION PWR POLE DROP L PRO SALES DESK PWR POLE DROP M TRAFFIC COUNTER N GE KIOSK P DESIGNER DESK PWR POLE DROP O DISTRIBUTION POINT R ACCESS POINT WIRING S SELF SERVE DESIGN KIOSK PWR POLE DROP T COMMAND DESK PWR POLE DROP ODP D AND P JUNCTION BOX SINGLE CIRCUIT ODP D AND P JUNCTION BOX DOUBLE CIRCUIT LUMINAIRE SCHEDULE MARK LUMINAIRE REVISION NO.: DATE: VOLT WATT MOUNTING DESCRIPTION FOOTNOTES MAKE MODEL LAMP QTY Al2 LITHONIA IBG 12000LM HEF AFL GND 277 OZ10 40K 80CRI OCS15 SPD DWH IBAC120 LED (INCLUDED) 1 277 69 SUSPENDED 18'-0" 21'X15' LED HIGH BAY FIXTURE, 11746 LUMENS, SEMI- DIFFUSE ACRYLIC LENS, MEDIUM DISTRIBUTION, 0-10V DIMMING, 4000K, 80 CRI, GLOSS WHITE FINISH, INTERNAL SPD, RELOC WHIP ATTACHED, AIRCRAFT CABLE, WITH INTEGRAL OCCUPANCY SENSOR 1,3 Al2E LITHONIA IBG 12000LM HEF AFL GND 277 OZ10 40K 80CRI PS10250 OCS4C15 BPK SPD DWH IBAC120 LED (INCLUDED) 1 277 69 SUSPENDED 18'-0" SAME AS TYPE Al2 ABOVE EXCEPT WITH 90 MINUTE EMERGENCY BATTERY BACKUP - 2400 LUMENS 1,3 A24 LITHONIA IBG 24000LM HEF AFL GND 277 OZ10 40K 80CRI OCS15 SPD DWH IBAC120 LED (INCLUDED) 1 277 133 SUSPENDED 18'-0" 26"X21" LED HIGH BAY FIXTURE, 23612 LUMENS, SEMI -DIFFUSE ACRYLIC LENS, MEDIUM DISTRIBUTION, 0-10V DIMMING, 4000K, 80 CRI, GLOSS WHITE FINISH, INTERNAL SPD, RELOC WHIP ATTACHED, AIRCRAFT CABLE 1,3 A24E LITHONIA IBG 24000LM HEF AFL GND 277 OZ10 40K 80CRI PS10250 OCS4C15 BPK SPD DWH IBAC120 LED (INCLUDED) 1 277 133 SUSPENDED 18'-0" SAME AS TYPE A24 ABOVE EXCEPT WITH 90 MIN EMERGENCY BATTERY BACKUP - 2400 LUMENS 1,3 A36 UTHONIA IBG 36000LM HEF AFL GND 277 OZ10 40K 80CRI OCS15 SPD DWH IBAC120 LED (INCLUDED) 1 277 197 SUSPENDED 18'-0" 47"X21" LED HIGH BAY FIXTURE, 35528 LUMENS, SEMI -DIFFUSE ACRYLIC LENS, MEDIUM DISTRIBUTION, 0-10V DIMMING, 4000K, 80 CRI, GLOSS WHITE FINISH, INTERNAL SPD, RELOC WHIP ATTACHED, AIRCRAFT CABLE 1,3 A36E UTHONIA IBG 36000LM HEF AFL GND 277 OZ10 40K 80CRI PS10250 OCS4C15 BPK SPD DWH IBAC120 LED (INCLUDED) 1 277 197 SUSPENDED 18'-0" SAME AS TYPE A24 ABOVE EXCEPT WITH 90 MIN EMERGENCY BATTERY BACKUP - 2400 LUMENS 1,3 B LITHONIA 2BLT2 33L ADP EZ1 LP840 LED (INCLUDED) 1 277 30 CEILING LAY -IN 2'X2' LED LAY -IN TROFFER, 3313 LUMENS, SATIN WHITE LENS, 0-10V DIMMING, 4000K, 82 CRI 2 BE LITHONIA 2BLT2 33L ADP EZ1 LP840 EL14 LED (INCLUDED) 1 277 30 CEILING LAY -IN SAME AS TYPE B ABOVE EXCEPT WITH 90 MINUTE EMERGENCY BATTERY BACKUP -1400 LUMENS 2 C LITHONIA LBL4 LP840 LED (INCLUDED) 1 277 50 CEILING SURFACE 4' LED WRAPAROUND, 4600 LUMENS, #12 ACRYLIC LENS, 4000K, 82 CRI 2 CW LITHONIA WL4 40L EZ1 LP840 LED (INCLUDED) 1 277 39.5 WALL SURFACE 4' LED STRIP, 4325 LUMENS, SNAP -IN ACRYLIC LENS, 4000K, 82 CRI 2 CWE LITHONIA WL4 40L EZ1 LP840 EL14 LED (INCLUDED) 1 277 39.5 WALL SURFACE SAME AS TYPE 'CW ABOVE EXCEPT WITH 90 MINUTE EMERGENCY BATTERY BACKUP -1400 LUMENS 2 D FOSTORIA DKL 60VA LED LED (INCLUDED) 1 120 12 WALL 7,-0" 60" DOUBLE ARM DOCK LIGHT, LED, WIRE GUARD 7 DW LITHONIA LDN6 40/20 LO6AR LSS MVOLT EZ10 TRW LED (INCLUDED) 1 277 22.6 CEILING RECESSED 6" LED DOWNLIGHT FOR EXTERIOR SOFFIT, 2023 LUMENS, WHITE FLANGE, SEMI -SPECULAR TRIM FINISH; ALSO USED IN CUSTOM MAPES CANOPY (REFER TO SHOP DRAWINGS) DWE LITHONIA LDN6 40/20 LO6AR LSS MVOLT EZ10 TRW EL LED (INCLUDED) 1 277 22.6 CEILING RECESSED SAME AS TYPE 'DW ABOVE EXCEPT WITH 90 MINUTE EMERGENCY BATTERY BACKUP - 700 LUMENS ER LITHONIA ELA T QWP L0309 LED (INCLUDED) 2 277 /120 3 WALL SURFACE MOUNTED REMOTE LED EMERGENCY FIXTURE, GRAY HOUSING, TWIN ADJUSTABLE HEADS, WEATHER-PROOF, INSTALL ABOVE EXTERIOR DOORS FOR EMERGENCY LIGHTING 4,6 EX LITHONIA LHQM LED R HO LED (INCLUDED) 1 277 /120 3.3 WALLCEILING SURFACE MOUNTED LED EXIT SIGN WITH EXTERNAL KRYPTON LAMPS AND REMOTE CAPACITY, STENCIL FACE, WHITE, RED, HIGH OUTPUT LEAD -CALCIUM BATTERY 5,6 F LITHONIA VGR1 C 50LED MVOLT DWHG LPI LED (INCLUDED) 1 277 /120 50 WALL MOUNTED INTERIOR LED SCONCE FOR PROVIDING AMBIENT LIGHTING FOR ROOF HATCH LADDER, LOCATED ADJACENT TO LADDER AT 18'-25' AFF G LITHONIA TZL1N L96 6000LM FST40K MVOLT 80CRI WH LED (INCLUDED) 1 277 /120 60 CEILING SUSPENDED INTERIOR 8' LED STRIPLIGHT FOR SUSPENSION MOUNT IN UTILITY OR STORAGE ROOMS; AVAILABLE IN 4' LENGTHS K INTENSE MBMG2 L3 41 B 32 PS 27 IPS8627 / IPS2086 / IPS201627 IPS213B / IPS30B / IPS120B IPS3416 (CUSTOM) LED (INCLUDED) 1 277 /120 20 TRACK MOUNTED LED HEADS TRACK SUSP. AT 12'-0" AFF LED TRACK HEADS FOR LIGHTING DESIGN CENTER; 2120 LUMENS, 4100K, 32DEG BEAM; 1 HEAD PER 4' LINEAR TRACK; FOR VIGNEI 1 ES WIDER THAN 4'-0", USE 2-3 HEADS. 1A AND 5A CURRENT LIMITERS NEEDED; CABLE MOUNTING KITS SPACED EVERY 4'-0" FOR SUPPORT M LF ILLUMINATION LF20-02307-05 (LED MODULE + HOUSING) LF40-00748 (REMOTE DRIVER) LED (INCLUDED) 1 277 20 CUSTOM MOUNT IN MAPES CANOPY IP67 RATED DOWNLIGHT FOR MAPES CANOPY; GYP. 4 LIGHTS PER CANOPY - GC TO CONFIRM QTY; 4000K,1000 LUMENS; REMOTE LED DRIVER WILL POWER UP TO 4 LIGHTS; DRIVER NOT OUTDOOR RATED; VERIFY WITH SHOP DRAWINGS PRIOR TO ORDERING RL LITHONIA ZL1N L48 5000LM FST 277 401( 90CRI MB RFD207699 LED (INCLUDED) 1 277 42 RACK MOUNTED IN -RACK LIGHTING FOR SINK DISPLAYS, MOUNTED WITH RIVETED MAGNETS TO UNDERSIDE OF RACKING PER DRAWING DETAIL, CONNECTED TO RELOC SYSTEM VIA CABLES PROVIDED SL LITHONIA KA)(2 LED P2 40K RX MVOLT SPA DDBXD LED (INCLUDED) 1 277 248 POLE/TENON MOUNTED AREA LIGHT FOR PARKING LOT, MOUNTS DIRECTLY TO POLE OR TENON ADAPTER AT 20'-35' AFF, 34000 LUMENS SLP HUBBELL SSS S 25 50 B TA DB N/A N/A N/A N/A ANCHOR BOLTS IN CONCRETE PEDESTAL SQUARE, STEEL, STRAIGHT POLE AVAILABLE IN ANY HEIGHT FROM 20'-40', BOLT PATTERNS AVAILABLE FOR MOUNTING MULTIPLE AREA LIGHTS T LITHONIA ELMLT W LPO6VS LTP LED (INCLUDED) 2 277 /120 1.4 WALL SURFACE MOUNTED LED EMERGENCY FIXTURE, WHITE 5,6 V UTHONIA DMW2 L24 4000LM PCL WD MVOLT GZ1 40K 80CRI QMB LED (INCLUDED) 1 277 /120 40 CANOPY SURFACE LED ROUGH SERVICE FIXTURE, 4855 LUMENS, MOUNTED TO UNDERSIDE OF PRO LOAD CANOPY VIA QUICK -MOUNT BRACKETS PROVIDED W1 LITHONIA DSXW2 LED 30C 1000 40K TFTM MVOLT DDBXD LED (INCLUDED) 1 277 109 EXTERIOR WALL LED WALL PACK FOR EXTERIOR SITE LIGHTING ALONG SIDES AND REAR OF BUILDING, 4000K, DARK BRONZE, 11443 LUMENS, 70 CRI. VERIFY MOUNTING HEIGHT WITH ARCHITECTURAL ELEVATIONS. ' X LITHONIA EXR LED EL LED (INCLUDED) - 277 /120 1 SUSPENDED LED EXIT SIGN, STENCIL FACE, WHITE, RED, NICKEL CADMIUM BATTERY 5,6 FOOTNOTES: USING 'RELOC ONEPASS' MODULAR WIRING SYSTEM. 8. TRACK LIGHTING IS FED VIA RELOC SYSTEM. MUST USE DESIGNATED 2H/2N/IG PORT USING 'RELOC SYSTEM 820' MODULAR WIRING SYSTEM OR HARD -WIRED. TO CONNECT 'OD' CABLES AND HARD WIRE INTO LIVE END FEEDS OF TRACK. CABLE MTG THIS SHEET 'SUSPENDED HIGH BAY INSTALLATION'. KITS ARE SPACED 4'-0" O.C. ALONG TRACK FOR SUPPORT. MAX CABLE LENGTH IS 16'. HIGH -OUTPUT BATTERY OF NEARBY 'EX' FIXTURE. IF LOWEST MOUNTING POINT IN CEILING IS ABOVE 27'-0° AFF, CONTRACTOR MUST UN -SWITCHED CONDUCTOR OF CIRCUIT INDICATED. PROVIDE MEANS OF SECURING THE CABLE KITS SO THE TRACK SUSPENDS AT 12'-0" AFF. 'EXIT AND EMERGENCY FIXTURE INSTALLATION'. BY RECEPTACLE AND CONTROLLED BY SWITCH. SEE 'POWER PLAN'. I. FIXTURE POWERED 2. FIXTURE POWERED 3. SEE DETAIL 4. CONNECT TO 5. CONNECT TO 6. SEE DETAIL 7. FIXTURE POWERED ELECTRICAL GENERAL NOTES: I. ELECTRICAL DESIGN SHALL COMPLY WITH LOCAL ADOPTED CODES OR 2014 EDITION OF NFPA 70, WHICH EVER IS MORE STRINGENT. 2. ELECTRICAL CONTRACTOR SHALL REFER TO ALL OTHER DESIGN DRAWINGS PRIOR TO BID AND RETAIN FULL UNDERSTANDING OF THE SCOPE OF WORK. 3. REFER TO THE ARCHITECTURAL/INTERIORS REFLECTED CEILING PLANS FOR EXACT FIXTURE PLACEMENT AND DIMENSIONS. 4. REFER TO THE ARCHITECTURAL/INTERIORS DOCUMENTS FOR ACTUAL DEVICE LOCATIONS AND DIMENSIONS. 5. ALL CEILING MOUNTED DEVICES (FIRE ALARM SYSTEM DEVICES AND SPEAKERS, SOUND SYSTEM SPEAKERS, ETC.) TO BE SYMMETRICAL ABOUT LIGHT FIXTURES AND SPRINKLER HEADS. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN FOR DEVICE PLACEMENT AND DIMENSIONS. 6. THE COLOR/FINISHES OF ALL ELECTRICAL DEVICES, OUTLETS, COVER PLATES AND TRIM WITH THE ARCHITECT UNLESS OTHERWISE NOTED. 7. REFER TO THE APPROPRIATE DRAWINGS FOR THE EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF EQUIPMENT INSTALLED UNDER OTHER DIVISIONS OF WORK. 8. EQUIPMENT GROUNDING CONDUCTORS SHALL BE INSTALLED IN RACEWAYS. 9. ALL HOME RUNS SHALL RUN PARALLEL TO STRUCTURE AS MUCH AS POSSIBLE WHERE CEILING IS EXPOSED. HOME RUNS SHALL BE LOCATED AS CLOSE TO THE ROOF DECK AS POSSIBLE. 10. COORDINATE ALL RACEWAY AND EQUIPMENT SUPPORTS WITH STRUCTURAL DRAWINGS TO ENSURE HANGER LOCATION OCCURS WITHIN FOUR (4) INCHES OF PANEL POINT ON BAR JOISTS. II. COORDINATE LOCATION OF ALL FLOOR MOUNTED MECHANICAL AND PLUMBING EQUIPMENT IN ORDER TO VERIFY POWER 6 CONTROL RACEWAYS ARE CONCEALED IN SLABS AND TERMINATES AT PROPER LOCATION (NOTHING CONCEALED IN SLAB. 12. DISCONNECT SWITCHES AND OTHER ELECTRICAL EQUIPMENT INSTALLED ABOVE ACCESSIBLE CEILINGS THAT REQUIRE ACCESS FOR MAINTENANCE, SHALL BE INSTALLED I'-0' ABOVE CEILING TO PROVIDE READY ACCESSIBILITY. 13. COORDINATE WITH M/P/FP CONTRACTORS AND CONTRACT DRAWINGS/SUBMITTALS FOR EXACT LOCATION OF EQUIPMENT. MECHANICAL, PLUMBING, FIRE PROTECTION, AND OTHER EQUIPMENT ARE SHOWN ON FLOOR PLAN IN APPROXIMATE LOCATIONS. 14. REFER TO STRUCTURAL AND ARCHITECTURAL PLANS FOR ELEVATION CHANGES AND RACEWAY ROUTES. RACEWAY INTERCONNECTIONS OF EQUIPMENT, FIXTURES, AND DEVICES ARE INDICATED ON FLOOR AND REFLECTED CEILING PLANS ARE GENERAL OUTLINE. 15. WALL MOUNTED EXTERIOR LIGHTING RACEWAYS MAY BE INDICATED OUTSIDE OF BUILDING FOOTPRINT FOR CLARITY. ROUTE ALL EXTERIOR LIGHTING RACEWAYS WITHIN BUILDING STRUCTURE. 16. PROVIDE SURGE PROTECTION FOR FIRE ALARM CONTROL PANEL, ELECTRICAL SERVICE AND TELECOMMUNICATION SERVICE. 17. FIELD COORDINATE MECHANICAL AND PLUMBING EQUIPMENT REQUIREMENTS FOR ANY SUPPLEMENTAL POWER REQUIREMENTS, INCLUDING BUT NOT LIMITED TO CONTROL CIRCUITS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BRING ALL EQUIPMENT TO ITS INTENDED OPERATIONAL STATUS. 18. REFER TO FIRE PROTECTION DRAWINGS FOR LOCATIONS OF FLOW AND TAMPER SWITCHES. 19. EACH CABLE, WIRE OR CONDUIT PENETRATION OF A FIRE RESISTANT RATED ASSEMBLY SHALL BE PROTECTED BY A THROUGH PENETRATION FIRE STOP SYSTEM THAT HAS BEEN TESTED ACCORDING TO ASTME 814 OR E199. FIRE STOPPING SYSTEM SHALL MATCH RATING OF FIRE RESISTANT ASSEMBLY. 20. ELECTRICAL RECEPTACLES, SWITCHES, OUTLETS, ETC. SHALL NOT BE INSTALLED BACK TO BACK ON FIRE RESISTANCE RATED WALLS. THEY SHALL BE AT LEAST 24 INCHES APART. 21. LIGHT SWITCHES AND ELECTRICAL OUTLETS IN ROOMS ACCESSIBLE TO THE DISABLED SHALL BE LOCATED NO HIGHER THAN 48° A.F.F. AND NO LOWER THAN 15' A.F.F. IF THE REACH FOR CONTROL IS OVER AN OBSTRUCTION, THE MINIMUM HEIGHT SHALL BE REACT IED To c� • A.F.F. FOR A FORWARD APPROACH OR 46' A.F.F. FOR A SIDE APPROACH. 22. ELECTRICAL BOXES INSTALLED IN FIRE RATED WALLS SHALL MAINTAIN THE INTEGRITY OF THE RATED WALL. 23. SUPPORT ALL VERTICAL RACEWAY PER NEC TABLE 300.19(A). 24. RECEPTACLES SERVING ELECTRIC WATER COOLERS SHALL NOT SHARE A NEUTRAL AND BE A GFCI PROTECTED OUTLET. THE OUTLET AND CORD SHALL NOT BE VISIBLE FROM PUBLIC VIEW. 25. CONTRACTOR SHALL RELOCATE UP TO FIFTEEN (15) LIGHT FIXTURES WITHIN 10'-0' IN ANY DIRECTION TO ACCOUNT FOR RACKING RELOCATIONS AT NO ADDITIONAL COST. 26. LIGHTING VENDOR (CED NATIONAL ACCOUNTS) SHALL PROVIDE A SPECIFIED PACKAGE WHICH INCLUDES ALL LUMINAIRES AND AIRCRAFT SUPPORT CABLE. IF THE PROJECT IS A FLOOR AND DECOR PROJECT, THE TOTAL LIGHTING PACKAGE WILL BE OWNER PROVIDED. IF THE PROJECT IS BY A DEVELOPER, THE LIGHTING PACKAGE IS TO BE CONTRACTOR PROVIDED. FOR PRICING, ORDERING, AND GENERAL QUESTIONS, CONTACT SHAWN CAMBELL AT 678-215-3065 OR SHAWN.CAMPBELL@CED. COM. 27. ALL SUSPENDED LUMINARIES TO BE HUNG USING AIRCRAFT CABLE AT HEIGHT SHOWN IN FIXTURE SCHEDULE, UNLESS NOTED OTHERWISE. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING, INVENTORY, STORAGE, AND INSTALLATION OF ALL OWNER FURNISHED LIGHTING. 29. CONTRACTOR SHALL COORDINATE SHIP DATES AND OTHER REQUIREMENTS WITH VENDOR. 30. UNUSED FBO MATERIALS MUST BE PALLETIZED, SHRINK WRAPPED AND RETURNED TO VENDOR IN GOOD CONDITION FOR FUTURE TENANT USE. 31. ALL LUMINAIRES MUST BE FREE FROM ALL DEBRIS AND LENSES WIPED CLEAN AFTER COMPLETION OF THE PROJECT. 32. MINIMUM WIRE SIZE FOR LIGHTING AND POWER CIRCUITS SHALL BE #I0 FOR ALL 20A BRANCH CIRCUITS. WIRE SIZES SHALL BE SIZED SO THAT THE VOLTAGE DROP WILL NOT EXCEED 3% AND THE TOTAL VOLTAGE DROP FROM THE SERVICE ENTRANCE TO THE FURTHEST DEVICE DOES NOT EXCEED 5%. 33. LIGHTING IS CONTROLLED BY AN EMS SYSTEM. REFER TO SHEET E501 FOR MORE INFORMATION. 34. WHERE THE MECHANICAL DESIGN UTILIZES A PLENUM RETURN AIR CEILING DESIGN, ALL EQUIPMENT AND MATERIALS INSTALLED WITHIN THE PLENUM RETURN CEILING MUST MEET THE FLAME SPREAD AND SMOKE DEVELOPED RATINGS OF 25/50 AND BE APPROVED FOR USE IN PLENUM RETURN CEILINGS. COORDINATE PLENUM CEILING LOCATIONS WITH THE MECHANICAL CONTRACTOR. LUMINAIRES THAT ARE MANUFACTURED WITH A METAL HOUSING MEET THIS REQUIREMENT AND ARE NOT REQUIRED TO BE PLENUM RATED UNLESS INDICATED OTHERWISE. 35. COORDINATE ALL DEVICE LOCATIONS AND CIRCUIT ROUTING WITHIN ANY MILLWORK WITH MILLWORK VENDOR PRIOR TO ROUGH -IN. 36. COORDINATE THE CONNECTIONS OF ALL EQUIPMENT PROVIDED BY OTHERS WITH THE CONTRACTOR PROVIDING THE EQUIPMENT PRIOR TO ROUGH -IN. THIS INCLUDES, BUT IS NOT LIMITED TO, MECHANICAL EQUIPMENT, KITCHEN EQUIPMENT, AUDIO/VISUAL EQUIPMENT, FIRE SUPPRESSION SYSTEM EQUIPMENT, FIRE ALARM EQUIPMENT, ETC. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE THE APPROPRIATE DISCONNECTING MEANS FOR, AND TO MAKE THE FINAL CONNECTION TO, ANY HARDWIRED EQUIPMENT. THE ELECTRICAL CONTRACTOR IS ALSO RESPONSIBLE TO PROVIDE AN APPROPRIATE CORD AND PLUG FOR ANY CORD -AND -PLUG CONNECTED EQUIPMENT THAT IS NOT EQUIPPED WITH AN INTEGRAL CORD AND PLUG. 37. SEE PANEL SCHEDULES FOR INFORMATION ON CIRCUITS THAT ARE TO BE ROUTED THROUGH CONTACTORS OR RELAYS FOR CONTROL. 38. ALL EQUIPMENT, DEVICES, AND LUMINAIRES SHALL BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY ARE INSTALLED. EQUIPMENT MOUNTED OUTDOORS SHALL BE NEMA 3R. DEVICES MOUNTED IN DAMP OR WET LOCATIONS SHALL BE WEATHERPROOF. RECEPTACLES RATED 15- OR 20 -AMPS AND 120 VOLTS WHICH ARE LOCATED IN DAMP OR WET LOCATIONS SHALL BE GFCI PROTECTED AND EQUIPPED WITH A SUITABLE WEATHERPROOF COVERPLATE (WHILE -IN -USE IN WET LOCATIONS). 39. ALL LUGS, TERMINALS, ETC. IN ELECTRICAL DISTRIBUTION EQUIPMENT SHALL BE LISTED FOR A MINIMUM OF 75 DEGREE C CONDUCTORS. TERMINATIONS LISTED FOR ONLY 60 DEGREE C CONDUCTORS ARE NOT PERMITTED. 40. CIRCUITS SERVING EMERGENCY LIGHTING EQUIPMENT SUCH AS EMERGENCY BATTERIES SHALL NOT SHARE A NEUTRAL (SHALL NOT BE PART OF A MULTIWIRE BRANCH CIRCUIT) WITH ANY OTHER CIRCUIT. PROVIDE A SEPARATE NEUTRAL FOR EVERY CIRCUIT THAT SERVES EMERGENCY LIGHTING EQUIPMENT. 41. ALTHOUGH NOT SPECIFICALLY SHOWN, THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL REQUIRED LOW VOLTAGE WIRING AND DATA CABLING, PER THE MANUFACTURER'S RECOMMENDATIONS, FOR A COMPLETE, FUNCTIONAL LIGHTING CONTROL SYSTEM. P14,41-1.APp Engineering Associates, Inc ®fegitlghseagce® #16201 Cu�16ngEilgincers Pion: 602.992.3900 Fax: 602992/541 009 W. Ala reload Ave. Hlocelx, AL 85013 SAKE REINDERSMA ARCHITECT 5450 E. HIGH STREET SUITE: 200 PHOENIX, ARIZONA 85255 P: 480.515.5123 WWW. SRA360.COM 1- U z z 0 U 00 LLO 0 N CT rr) LCA O Ln c0 c0 0 U O me 0 V tri4 U w 0 0 rx a_ a rx 0 W O z Q LL1 Q w Q o LL Z -J -J 0- ›- LU _LU RECEIVED CITY OF TUKWIL FEB 1 3; .2018 PERMIT CENTER DATE: 8-10-2017 ISSUED FOR: PERMIT SUBMITTAL REVISION NO.: DATE: L 1 COORDINATION 11-17-17 0 COORDINATION 12-15-17 Q COORDINATION 1-26-18 A OWNER REVS 2-7-18 JOB NO.: 17-027 SHEET TITLE: ELECTRICAL NOTES SHEET NO.: E002 LOW VOLTAGE POWER & CONTROL WIRING CONTROL BOX RECEPTACLE HIDDEN FROM VIEW KEYED NOTES: 1. /NSTALL /20V QUICK CONNECT JUNCTION BOX FOR MODULAR WIRING CONNECT/ONS TO POWER POLE. QUICK CONNECT DISTRIBUTION BOX WILL BE FURNISHED BY THE OWNER. REFER TO D8P CUSTOM LIGHT AND POWER PACKAGE FOR ADDITIONAL INFORMATION. CENTER OF SLIDING 1/2" CONDUIT WITH PLASTIC & PULL WIRE DOOR OVERLAP BUSHING E101 SCALE: 114"=1'-0" HED D/StR/BUT/ONS 0 COORDINATION 12-15-17 , \ COORDINATION 1-26-18 A JOB NO.: 11-021 / / – , / /// FLUSH MOUNTED / / / / / ABQX / `�`_— PEDESTALS, LV WIRE, WIRE MOLD, CONTROL BOX & FLOOR PATCH BY VENDOR FEED 4' WIRE WHIP INTO POST EAS PEDESTALS, BOLTED TO FLOOR WIREMOLD 1/2" WIDE x 1-1/2" DEEP SAW CUTIN SLAB CREDIT KIeRDIT 2. J -BOX FOR EXTERIOR SIGNAGE TO BE INSTALLED ON INTERIOR OF FRONT WALL. S/GN VENDOR WILL PROV/DE PENETRATION AND WIRING OF ELECTR/CAL SIGNAGE. ELECTRICAL CONTRACTOR TO PROVIDE FINAL CONNECTION OF WIRING AT J -BOX. ELECTRICAL CONTRACTOR TO VER/FY EXACT LOCATION AND COORDINATE ALL REQUIREMENTS W/TH S/GN VENDOR PR/OR TO ROUGH -/N. PROVIDE AN APPROPRIATE LOCAL DISCONNECT/NG MEANS MOUNTED IN AN ACCESS/BLE, INCONSPICUOUS LOCATION THAT IS WITHIN S/GHT OF THE SIGN. EACH SIGN CIRCUIT SHALL HAVE A SEPARATE NEUTRAL AND SEPARATE EQUIPMENT GROUND/NG CONDUCTOR. CRED/T KIOSK NOTE /0 NOTE // —� NOTE II 1-2,4,6,8 3. PROVIDE D/SC. SWITCH AND FINAL CONNECTION TO AUTOMATIC DOOR OPERATOR AND INTERLOCK WITH ALL ASSOCIATED PUSHBUTTONS AND MOTION SENS/NG APPURTENANCES. COORDINATE ALL REQU/REMENTS WITH EQU/PMENT MANUFACTURER PRIOR TO ROUGH -/N. 4. PROVIDE DISC. SWITCH AND FINAL CONNECTION TO OVERHEAD DOOR OPERATOR AND INTERLOCK W/TH ALL ASSOCIATED PUSHBUTTONS AND MOTION SENSING APPURTENANCES. COORDINATE ALL REQU/REMENTS WITH EQUIPMENT MANUFACTURER PRIOR TO ROUGH -/N. 5. HEAT TRACE FOR ROOF WATER HYDRANT. COORDINATE WITH PLUMB/NG CONTRACTOR. 6. NOT USED 7. WEATHERPROOF GFC/ SERV/CE RECEPTACLE IS PROVIDED BY EQUIPMENT MANUFACTURER INTEGRAL WITH EQUIPMENT. RECEPTACLE IS FACTORY W/RED INTO UN/T POWER SUPPLY. 8. PROVIDE LOCKABLE WEATHERPROOF WH/LE-/N-USE COVER. 9. PUBLIC V/EW MON/TOR. PROVIDE 40' WH/P WITH DUPLEX RECEPTACLE ON END. CO/L WH/P AT CEIL/NG FOR SECURITY CONTRACTOR'S USE. /0. PROVIDE FINAL CONNECTION TO SECURITY PEDESTALS. COORDINATE ALL REQU/REMENTS AND EXACT LOCATION WITH SECURITY VENDOR PRIOR TO ROUGH -/N. 11. CONTRACTOR SHALL SAWCUT FLOOR TO PEDESTALS. REFER TO EAS PEDESTAL DETAIL 5/E/0/ FOR ADDITIONAL INFORMATION. FREESTANDING TUB VAMP INSTA, FURNI L IN OWNER E101 SCALE: 114"=1'-0" HED D/StR/BUT/ONS 0 COORDINATION VANITY SAKE REINDERSMA ARCHITECT 5450 E. HIGH STREET SUITE: 200 PHOENIX, ARIZONA 85255 P: 480.515.5123 WWW.SRA360.COM NOTE 2 2 ENLARGED POWER PLAN E101 SCALE: 114"=1'-0" H/-2,4,6, (3#10,1#10 GND.) GFCI,WP, NOTE 8 NOTE 7 I:o:l I:o:l 1 1.0.1 I:aa NOTE / NOTE / +44" TMB NOTE 7 • LJ RTU -9 MDP SEE ONELINE DIAGRAM SES ONELINE DIAGRAM N7l i/N�,g34,36,38,40, 6#70,1#10 GND) 7\7 N77 7NN7 NO 7N71 N. ▪ 71\ 7 I \ _ 7N /I • fiL 7N 7 N7NA 7N A Z liZ 7 7 XIIXI V_ Til\ 7i (XIIXI 7 NOTE / NOTE / NOTE / L3-8,10,12 NOTE 9 NOTE / IZ NOTE / HOUSE 6sgft Ii'�"IIIII l :■■■■■■■■■■! pew■■■��■���I� ■,�W�lisl���l1 !!lu■■■i 111 11111111.11 ■■.�illl :■.::.EN a. l■■■0111.11,1111111il =='i111 j■•li itw111IpJ_mum mou•■• mom Im■u a" NNE MET 111111/111 ■■■■■■■■1111§: a H z 0 v 8 f N Cr K7 O co 0 w U_ LL LL 0 NOTE / NOTE / NOTE / 2-10,12,14, LJ RTU -11 ELINE LJ RTU -6 MDP SEE ONELINE DIAGRAM 7.7 X11X1 7f -- XII XI 71 7 (XII XI VNV_ N 7F -,- HI _ -II X 1 AZ N 7 7 X 11 X 1 -K-7 XI 7 X II X I WAREN 10 SCA N /I\ /i\ /\ it /\ /\ /N7 <xXX> FXXX7 <XXX> N\ /N /1\ /N 7 /XXX7 PYX\ FxXX7 FYXX7 V\VN/\I /1\ /I\ %1 N/NT/N7 7/X%\7 \xx> L3-/,3,5 "IC/\7N/\7N\/\7 7 X �.V \/ \U \V SIV \V Illiii/ • P4' kid! NOTE 7 NOTE 7 MDP SEE ONE DIAGRAM 3 ENLARGED POWER PLAN E101 SCALE: 1l4"=1'-0" /\/> N/\7INA\7117A\71 X\/, FX�\/ NOTE / NOTE / k/r,"),J1 FXXX7� Fxx 7 <XX\'7 FYX \7 VN/N/�� \TT 7 FXX /> 1(NIvy PLUG AND PLAY J -BOX FURNISHED BY OWNER, INSTALLED BY ELECTRICAL CONTRACTOR, MOUNT WITHIN 6" OF TRUSS. >- 0 0 O LLJ LLJZQ QLL1� LUQ O O O LL E I— PI000 UNISTRUT CHANNEL SECURLY FASTENED TO BOTTOM OF TOP CHORD OF BAR JOISTS. VOICE/DATA CABLES (AS REQUIRED) ROOF STRUCTURE \V NZ NOTE 7 NOTE 7 NOTE 7 NOTE / NOTE 7 7N/\7N/N7 L/-22,24 LJ RTU -10 NOTE 5 MDP SEE ONELINE DIPGRAM DP EE 0 IAGR ONELINE RAM LJ RTU -1 MDP SEE ONELINE DIAGRAM 2 -CHANNEL POWER WITH EXTENSION ARM. CONNECT TO STRUCTURE ABOVE AND FOOT BRACKET AT FIXTURE, PROVIDED AND INSTALLED BY OWNER. U.L. LISTED POWER EXTENDER CABLES (E.G. RELOC) FURNISHED AND INSTALLED BY OWNER. CABLE SUPPORTED EVERY 4-1/2 FT PER NEC. NOTE / NOTE 9 L3-19,2/,23 PANEL "L3" NOTE I NOTE 3 NOTE / NOTE / NEW INTEGRATED SWITCHBOAI REFER TO ONE LINE DIAGRAM ADDITIONAL INFORMATION. 11 STE10 DUPLEX SEWER EJECTOR SYSTEM. (2) PUMPS AT 120V-12 AMPS- /0 EACH. PROVIDE (3) 120V/20A C/RCU/TS TO DUPLEX CONTROL PANEL AS SHOWN. PROVIDE A 30A/3P WP LOCKABLE DISCONNECT SW/TCH AHEAD OF DUPLEX PANEL TO SIMUL TANEOUSL Y DISCONNECT ALL (3) CIRCUITS. PROVIDE 3/4" C.- 6#12, /#/2 GND HOMERUN TO PANEL L3. PROVIDE CONNECT/ON FROM DUPLEX PANEL TO EACH PUMP AND TO FLOAT SWITCHES AND ALL ACCESSORIES AS REQUIRED. VER/FY EXAC► REQU/REMENTS W/TH PUMP SUPPL/ER AND INSTALL. LI -3,5,7, UH -2 NOTE 6 NOTE / NOTE 2 0 NOTE 4 L3-2,4,6 4 I I 2 E--� GFCII Wf, NOTE 8 GFCI,WP, NOTE 8 GENERATOR TAP BOX. L/-31 WP/GFC( FOR IRRIGATION CONTROLLER. VERIFY LOCATION AND REQUIREMENTS WITH IRRIGATION CONTRACTOR. L/-/6,/8,20 L/-29, (#/0 WIRE) NOTE 2 POWER POLE CONNECTION 1 OVERALL POWER PLAN E101 SCALE: 1/16"=1'-0" NOT TO SCALE Engineering ®,,i,,m Associates, Inc TEA #16201 COnsniting Engineers Phone: 512992.3910 Fax: 6/2992.1541 119 W. Maryla®d Ave. Pheeeix, AL 85113 U w 0 0 RECEIVED CITY OF TUKWILA FEB' 1 3:2018 z J CL >w PERMIT CENTER DATE: 8 -I0 -20I1 ISSUED FOR: PERMIT SUBMITTAL REVISION NO.: DATE: A COORDINATION 11-17-17 0 COORDINATION 12-15-17 , \ COORDINATION 1-26-18 A JOB NO.: 11-021 SHEET TITLE: FLOOR PLAN - POWER SHEET NO.: 0 / x 1 71171 E>E> L�IIVN 41U 717 E>E> > \7N7 IEE> 77 41U L �1C XIIXI ENV.7 41U IXIIXI V_A 7R- 7 IXIIXI 41U Ex><>>> X / > Exxx �xx Exxx> IL\VNI/ \I/ \I IL/ \V NI/N1/ �I NTT/N/ >xxx> 17T7 IXIIXI N -7V7 XIIXI 7 1 X 11 X 1 .VN \ A- 7 HI XI �A-7 X 11 X 1 AV_ T- -7 7 XIIXI V_ AV. 717 7 XIIXI NVN Fvxx> F/>x> \ AIL 4 h Ah. AI \ 4 MICINEMENINE V\/\V\V\I N a LIGHTING PLAN E102 SCALE: 1/16" =1'-0" 1 11-17-17 1 LIGHTING PLAN E102 SCALE: 1/16" =1'-0" GENERAL LIGHTING NOTES 1. ALL LUMINAIRES, AIRCRAFT CABLE, MODULAR WIRING ARE PART OF A FLOOR & DECOR SPECIFIED PACKAGE WITH VENDOR, CED NATIONAL ACCOUNTS. FOR PRICING, ORDERING, AND GENERAL QUESTIONS, CONTACT SHAWN CAMBELL AT 678-215-3065 OR SHAWN.CAMPBELL@CED.COM. IF THE PROJECT IS A FLOOR AND DECOR PROJECT THE TOTAL LIGHTING PACKAGE WILL BE OWNER PROVIDED. IF THE PROJECT IS BY A DEVELOPER, THE LIGHTING PACKAGE IS TO BE CONTRACTOR PROVIDED. 2. ALL SUSPENDED LUMINARIES TO BE HUNG USING AIRCRAFT CABLE AT HEIGHT SHOWN IN FIXTURE SCHEDULE, UNLESS NOTED OTHERWISE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING, INVENTORY, STORAGE, AND INSTALLATION OF ALL OWNER FURNISHED LIGHTING & MANUFACTURED WIRING SYSTEM (MWS) MATERIALS. 4. CONTRACTOR SHALL COORDINATE SHIP DATES AND OTHER REQUIREMENTS WITH VENDOR. 5. UNUSED FB0 MATERIALS MUST BE PALLETIZED, SHRINK WRAPPED AND RETURNED TO VENDOR IN GOOD CONDITION FOR FUTURE TENANT USE. 6. MANUFACTURED WIRING SYSTEM (RELOC) INSTALLATION DRAWINGS TO BE PROVIDED BY VENDOR PRIOR TO MATERIALS ARRIVING ON SITE. 7. RELOC COMPONENTS LOCATED NEAR CEILING MUST BE INSTALLED AFTER CEILING IS PAINTED. PAINTING MATERIALS WILL VOID MANUFACTURER'S WARRANTY. 8. ALL RELOC CABLES ARE INCLUDED IN LIGHTING PACKAGE. QUANTITIES ARE BASED ON INSTALLATION DRAWINGS. 9. ALL LUMINARIES IN OPEN CEILINGS WILL BE POWERED VIA THE RELOC WIRING SYSTEM. ALL LUMINAIRES IN GYPSUM CEILINGS AND RECESSED CEILINGS SHALL BE HARD WIRED. 10. ALL LUMINAIRES MUST BE FREE FROM ALL DEBRIS AND LENSES WIPED CLEAN AFTER COMPLETION OF THE PROJECT. 11. ALL SALES FLOOR LUMINAIRES MUST HAVE MINIMUM 5'-0" OF ADDITIONAL RELOC "SLACK" FOR FUTURE LUMINAIRE MANEUVERABILITY BY TENANT PER VENDOR'S INSTALLATION DRAWINGS. 12. MINIMUM WIRE SIZE FOR LIGHTING AND POWER CIRCUITS SHALL BE #10 FOR ALL 20A BRANCH CIRCUITS. WIRE SIZES SHALL BE SIZED SO THAT THE VOLTAGE DROP WILL NOT EXCEED 3% AND THE TOTAL VOLTAGE DROP FROM THE SERVICE ENTRANCE TO THE FURTHEST DEVICE DOES NOT EXCEED 5%. 13. ALL STORE FIXTURES AND EXTERIOR FIXTURES TO BE ROUTED THROUGH LIGHTING CONTACTORS PROVIDED BY OWNER. REFER TO SHEETS E501 AND E502 FOR ADDITIONAL INFORMATION. 14. LIGHTING CIRCUIT DESIGNATION "XXU" INDICATES UN -SWITCHED CIRCUIT LEG. 15. G.C. TO CHECK IN ALL LIGHTING EQUIPMENT WITHIN 48 HOURS OF RECEIVING AND REPORT ANY DAMAGE OR DISCREPANCIES TO CED IMMEDIATELY. CED CONTACT: SHAWN CAMPBELL. 678-215-3065. SHAWN.CAMPBELL@CED.COM. KEYED NOTES 1. ALL EMERGENCY FIXTURES INDICATED BY SHADING AND THE DESIGNATION E (FOR EXAMPLE A36E) ARE TO CONTAIN AN EMERGENCY BATTERY BALLAST PER FIXTURE SCHEDULE. THE FIXTURE REQUIRES CONNECTION OF BOTH A SWITCHED CIRCUIT LEG VIA LIGHTING CONTACTOR TO CONTROL THE ON/OFF FUNCTION OF THE FIXTURE AS WELL AS AN UNSWITCHED CIRCUIT LEG TO CHARGE THE BATTERY AND SERVE AS A NORMAL CIRCUIT SENSING CIRCUIT. 2. FIXTURES IN WOOD INSPIRATION AREA AVD COUNTERTOP SOLUTIONS CENTER TO BE MOUNTED AT 12'-6" AFF. 3. MAKE CONNECTION TO 277V/2 CIRCUIT TRACK WITH 2 POLE/1 AMP CURRENT LIMITER PROVIDED WITH TRACK BY OWNER. 4. MAKE CONNECTION TO 277V/2 CIRCUIT TRACK WITH 2 POLE/5 AMP CURRENT LIMITER PROVIDED WITH TRACK BY OWNER. 5. PROVIDE ALLOWANCE TO RELOCATE FIFTEEN (15) LIGHT FIXTURES 10' IN ANY DIRECTION TO ACCOUNT FOR RACKING RELOCATIONS AT NO ADDITIONAL COST. 6. THE EXTERIOR EMERGENCY FIXTURE "ER" IS TO BE CONNECTED TO THE HIGH OUTPUT BATTERY OF FIXTURE "EX". (TYPICAL) 7. EXIT SIGNS TO BE CONNECTED TO UNSWITCHED CIRCUIT AS SHOWN. (TYPICAL) 8. FIXTURES IN WAREHOUSE TO BE CONTROLLED BY INTEGRAL OCCUPANCY SENSORS PROVIDED WITH FIXTURES. 9. DOCK LIGHTS. REFER TO POWER PLAN FOR RECEPTACLE REQUIREMENTS. 10. COMPACT LED STRIP LIGHT MOUNTED IN RACK. REFER TO DETAIL ON SHEET E102a. 11. MWS SPLITTER FOR RACK LIGHTING. SEE DETAIL 7/E102a. 12. ROUTE ALL SALES AREA EXTERIOR LIGHTING THRU LIGHTING CONTRACTORS. REFER TO SHEET E501 FOR ADDITIONAL INFORMATION. 13. RELOC CONNECTION BOX SHOWN FOR ILLUSTRATION ONLY. ELECTRICAL CONTRACTOR TO VERIFY ALL REQUIREMENTS AND LOCATIONS WITH RELOC FINAL ENGINEERED DRAWINGS. GC NOTE: GENERAL CONTRACTOR TO VERIFY WITH ARCHITECT AND FLOOR + DECOR PROJECT MANAGER OF LATEST FIXTURE PLAN FOR LIGHT FIXTURE LAYOUT PRIOR TO INSTALLING ANY LIGHTING. 1 Engineering Iamiieiasen9.cee>I Associates, Inc TEA #16201 ConsulfingEngineers None: 692.992.3909 Fax 692.992.1541 119 W. Maryland Ave. Phoenix, AL 15113 SAKE REINDERSMA ARCHITECT 5450 E. HIGH STREET SUITE: 200 PHOENIX, ARIZONA 85255 P: 480.515.5123 www. SRA36O. coM w 1- U 0 U 8 1 s 1 (V V) Lf) O UD 00 0 LL LL 0 V2 1) U W 0 CC z J 0- ) - UJ }LLJ Y RECEIVED CITY OF TUKWILA FEB 1 3 2018 PERMIT CENTER DATE: 8-10-2011 ISSUED FOR: PERMIT SUBMITTAL REVISION NO.: DATE: / I \ COORDINATION 11-17-17 A COORDINATION 12-15-17 A COORDINATION 1-26-18 A OWNER REVS 2-7-18 JOB NO.: 11-021 SHEET TITLE: FLOOR PLAN - LIGHTING SHEET NO.: O� PANEL LABEL MSB VOLTAGE PHASE WIRE VOLTAGE PHASE WIRE 480/277 208/120 H-17-17 MAIN CIRCUIT BREAKER MAIN LUGS ONLY SUB FEED LUGS FEED THROUGH LUGS ASSEMBLY PROVIDED MAIN CIRCUIT BREAKER MAIN LUGS ONLY SUB FEED LUGS FEED THROUGH LUGS 800 SURFACE PANEL MOUNTING BUS AMP RATING— 800 3 3 OWNER REVS 2-7-18 PANEL LOCATION— SEE PLAN 4 4 PANEL NEUTRAL BUS MINIMUM AIC RATING 65,000 GROUND BUS ELECTRIC POWERWALL GROUND BUS BY F&D YES YES VOLTAGE 480 SCHNEIDER CIRCUIT DESCRIPTION LOAD (KVA) BREAKER CKT PH CKT BREAKER LOAD (KVA) CIRCUIT DESCRIPTION A B C AMP POLE AMP POLE A 6 C RTU-1(LARGEST MOTOR AT 125%) 11634 - �.�x w 45 3 1 A 2 45 3 10117 W RTU -2 2 20 -- 11634 � � n' r 11634 540 3 5 B C 4 6h. TELEPHONE BOARD 373 10117 10117 1 3 B RTU -3 10117 : x� ; : 45 3 7 A 8 45 3 10117x � RTU -4 1 5 . 10117 6 9 B 10 1620 QC J -BOX 10117 1167 20 7, 10117 10117 45 3 11 13 C A 12 14 45 3 . _ 10117 10117 a=te 4 a SPARE RTU -5 RTU -6 1 10117 • 20 15 B 16 10 20 . 10117 C SPARE 10117 �� -,h 17 C 18 11 C ... 10117 20 RTU -7 10117 + .x 45 3 19 A 20 45 3 10117 RTU -8 14 10117 �, 20 21 B 22 --r:. 10117 1 15 10117 16 23 C 24 BUSSED SPACE SPARE " „ 10117 20 RTU -9 10117 45 3 25 A 26 30 3 6263 RTU -10 `;'� 10117 r . ' 20 27 B 28 20 LIGHTING SALES FLOORS- 6263 ,�'�--� BUSSED SPACE 10117 SPARE 29 C 30 20 1 ' `^' 6263 B RTU -11 6263 30 3 31 A 32 30 3 6263 RTU -12 20 6263 23 33 B 34 25 M: c'¢ 6263 BUSSED SPACE TOTALS 6263 20 3 35 37 C A 36 38 30 3 6263 �.r.� 27 RTU -13 4095 n SPD TOTAL KVA 4.6 4095;_-- ?" 39 B 40 4156 180 -.. " TOTAL KVA 12.2 29 4095 30 20 41 C 42 LIGHTING SALES FLOOR 2494 * ,,_. " ";— 20 XFMR TL1 (PANELS L1/L3) 11058 N ,-0' 45 3 43 A 44 70 3 8747 ." c?. ; XFMR TL4 (PANELS L4/L2) 20 12030 ,.•} ` 33 35 B C 45 B 46 1 "�"' �� , 8810 8310 ., 1 11913 TRACK LIGHTING DISPLAY 1731x , 9360 3208 ko__ 60 47 C 48 38 30 "mom 8038 8310 BUSSED SPACE �� `s _-- SPARE 2501 49 51 A 6 50 52 800 3 a ; GENERATOR INPUT C/B BUSSED SPACE e 8310 BUSSED SPACE LIGHTING -STOCKROOM„ w ��-�". SPARE 53 C 54 41 C 42 C PANEL H1 41583 41698 ": 200 3 55 57 A B 56 58 --_ 6350 4460 BUSSED SPACE 21998 20500 ,. BUSSED SPACE 5680 39801 TOTAL KVA 133.1 45825 45949 41335 133109 59 C 60 GFCI = GFCI CIRCUIT BREAKER, HLO= HANDLE LOCK ON DEVICE, HPL PERMANENTLY INSTALLEDHANDLE PADLOCK ATTACHMENT TO LOCK BREAKER IN OPEN POSITION = '" , BUSSED SPACE TOTALS 115101 116188 111621 61741 64907 61032 A PHASE B PHASE C PHASE TOTAL KVA TOTAL KVA 530.6 176842 181095 172653 530590 TOTAL AMPS 638.2 PANEL LABEL L2 ISSUED FOR: PERMIT SUBMITTAL VOLTAGE PHASE WIRE / 1 \ 208/120 H-17-17 /2\ MAIN CIRCUIT BREAKER MAIN LUGS ONLY SUB FEED LUGS FEED THROUGH LUGS 12-15-17 150 SURFACE PANEL MOUNTING BUS AMP RATING— 60 3 OWNER REVS 2-7-18 60 PANEL LOCATION— SEE PLAN 4 FULL PANEL NEUTRAL BUS MINIMUM AIC RATING 10,000 GROUND BUS YES VOLTAGE -208 CIRCUIT DESCRIPTION LOAD (KVA) BREAKER CKT PH CKT BREAKER LOAD (KVA) CIRCUIT DESCRIPTION A B C AMP POLE AMP POLE A B C SPAREA 20 2 1 20 1 1 A 2 20 1 540 �,�� 1773 RECEIVING DESK TELEPHONE BOARD S 373 .s 20 1 3 B 4 20 1 x 360 "_", _.: DOCK LIGHTS UNIT HEATER UH -1 C 528 20 1 5 C 6 20 1 1620 QC J -BOX SUMP PUMP P-1 1167 20 7, 20 1 7 A 8 20 1 9 SPARE SPARE 20 1 1498 :w 20 1 9 B 10 20 1 C SPARE SPARE �� -,h 20 1 11 C 12 20 1 13 SPARE SPARE 20 1 20 1 13 A 14 4186 20 20 BUSSED SPACE SPARE B 20 1 15 B 16 LIGHTING SALES FLOOR �� 4186 BUSSED SPACE SPARE 17 20 1 17 C 18 SPARE LIGHTING SALES FLOOR 4186 BUSSED SPACE SPARE 2 `;'� ,��;"` 20 1 19 A 20 LIGHTING SALES FLOORS- 4186 ,�'�--� BUSSED SPACE SPARE B 22 20 20 1 21 B 22 3799 20 2 23 BUSSED SPACE SPARE 20 25 20 1 23 C 24 SEWER EJECTOR CONTROL PANELr 25 M: c'¢ 26 BUSSED SPACE TOTALS 1167 373 528 28 LIGHTING SALES FLOOR 4156 540 360 1620 27 BUSSED SPACE A PHASE B PHASE C PHASE TOTAL KVA 28 20 TOTAL KVA 4.6 1707 733 2148 4588 ?" TOTAL AMPS 12.7 950 GFCI = GFCI CIRCUIT BREAKER, HLO= HANDLE LOCK ON DEVICE, HPL PERMANENTLY INSTALLEDHANDLE PADLOCK ATTACHMENT TO LOCK BREAKER IN OPEN POSITION EMS EMS EMS EMS EMS EMS EMS EMS EMS EMS EMS EMS EMS EMS EMS EMS EMS EMS EMS PANEL LABEL H1 ISSUED FOR: PERMIT SUBMITTAL VOLTAGE PHASE WIRE / 1 \ 480/277 H-17-17 /2\ MAIN CIRCUIT BREAKER MAIN LUGS ONLY SUB FEED LUGS FEED THROUGH LUGS 12-15-17 150 SURFACE PANEL MOUNTING BUS AMP RATING— 225 3 OWNER REVS 2-7-18 225 PANEL LOCATION— SEE PLAN 4 FULL PANEL NEUTRAL BUS MINIMUM AIC RATING 25,000 GROUND BUS YES VOLTAGE 480 CIRCUIT DESCRIPTION LOAD (KVA) BREAKER CKT PH CKT BREAKER LOAD (KVA) CIRCUIT DESCRIPTION A B C AMP POLE AMP POLE A B C EXTERIOR LIGHTS 1773- 1000� 20 2 1 A 2 30 3 3880 180 �-�,,�� COMPACTOR EXTERIOR LIGHTS �,�� 1773 ,, 20 1 3 B 4 20 1 a 3880 .�• , AUTO DOOR EXTERIOR LIGHTS-CANOPY/CUPU x 448 20 1 5 C 6 20 1 3880 AUTO DOOR LIGHTING SALES FLOOR 4156 20 2 7 A 8 20 1 1 SPARE LIGHTING SALES FLOOR 4489 SECURITY PEDESTAL 360 9 B 10 20 1 1498 :w OFFICE LIGHTING LIGHTING SALES FLOOR � -� � 4186 20 2 11 C 12 20 1SPARE 1 LIGHTING SALES FLOOR 4186 � 2160 0` 2 0 13 A 14 20 1 3000 ; , " WATER HEATER WH -1 LIGHTING SALES FLOOR 14 4186 20 20 2 15 B 16 20 1 . 1 SPARE LIGHTING SALES FLOOR �� 4186 17 C 17 C 18 20 1 AUTO DOOR SPARE LIGHTING SALES FLOOR 4186 17 20 2 19 A 20 20 1 't SPARE LIGHTING SALES FLOORS- 4186 20 1 21 B 22 20 1 A SPARE LIGHTING SALES FLOOR x 3799 20 2 23 C 24 20 1_ 25 SPARE LIGHTING SALES FLOOR 3799 1 BUSSED SPACE SEWER EJECTOR CONTROL PANELr 25 A 26 20 1 ' C SPARE 28 LIGHTING SALES FLOOR 4156 ter 20 2 27 B 28 20 1 30 ?" SPARE 950 LIGHTING SALES FLOOR 4156 180 -.. " TOTAL KVA 12.2 29 C 30 20 1 x c : i SPARE LIGHTING SALES FLOOR 2494 * , 20 2 31 A 32 30 3 8310 FORKLIFT CHARGER LIGHTING SALES FLOOR® • 3 A 1731 20 1 33 35 B C 34 36 C 36 1 "�"' �� , 8810 8310 ., 1 TRACK LIGHTING DISPLAY TRACK LIGHTING DISPLAY 1731x SUBFEED- PANEL L3 3208 ko__ 60 1 37 A 38 30 3 8310 FORKLIFT CHARGER LIGHTING- STOCK ROOM SPARE 2501 � - 3690 20 1 39 B 40 40 20 e 8310 `€, LIGHTING -STOCKROOM„ w ��-�". SPARE 2329 20 1 41 C 42 C 42 8310 , "•�-„� �. rr- A PHASE B PHASE C PHASE TOTAL KVA TOTALS 22325 23951 20835 7678 6350 4460 23500 21998 20500 A PHASE B PHASE C PHASE TOTAL KVA 5680 4900 TOTAL KVA 133.1 45825 45949 41335 133109 TOTAL AMPS 160.1 TOTAL KVA 32.4 GFCI = GFCI CIRCUIT BREAKER, HLO= HANDLE LOCK ON DEVICE, HPL PERMANENTLY INSTALLEDHANDLE PADLOCK ATTACHMENT TO LOCK BREAKER IN OPEN POSITION GFCI PANEL LABEL L3 ISSUED FOR: PERMIT SUBMITTAL VOLTAGE PHASE WIRE / 1 \ 208/120 H-17-17 /2\ MAIN CIRCUIT BREAKER MAIN LUGS ONLY SUB FEED LUGS FEED THROUGH LUGS 12-15-17 150 SURFACE PANEL MOUNTING BUS AMP RATING— 60 3 OWNER REVS 2-7-18 60 PANEL LOCATION— SEE PLAN 4 FULL PANEL NEUTRAL BUS MINIMUM AIC RATING 10,000 GROUND BUS YES VOLTAGE 208 CIRCUIT DESCRIPTION LOAD (KVA) BREAKER CKT PH CKT BREAKER LOAD (KVA) CIRCUIT DESCRIPTION A B C AMP POLE AMP POLE A B C VENDING 1000� ��� 20 1 1 A 2 20 1 180 �-�,,�� RECEPT. COFFEE MACHINE �,�� 1500 ,, 20 1 3 B 4 20 1 750 .�• , AUTO DOOR ICE MAKER 7 600 20 1 5 C 6 20 1 •��.,�, ' 360 750 AUTO DOOR UNIT HEATER UH -2 528 - : 20 1 7 A 8 20 1 1000 SECURITY PEDESTAL VENDING SECURITY PEDESTAL 360 ,�, 6 1 9 B 10 20 1 � -� � 08 1 0 :' �-�:; QC J -BOX B X 1 11 540QC 20 1 1 C QUAD RECEPT. 20 2160 20 0` 2 0 PUBLIC VIEW MONITOR HEAT TRACE - ROOF HYDRANT 500 14 20 20 1 13 A 14 1 20 1 15 BUSSED SPACE SPARE , 1 1200 '• x 20 1 15 B 16 1 17 C 18 20 BUSSED SPACE SPARE SIGN AUTO DOOR 750 � - 54020 20 1 17 C 18 20 1 180 > RECEPT. BUSSED SPACE SEWER EJECTOR PUMP 1440 r . 20 1 19 A 20 REGISTER J -BOX G p540 20 1 23 BUSSED SPACE SEWER EJECTOR PUMP 20 1440 w 7 1620 20 1 21 B 22 25 A 26 20 1 BUSSED SPACE SEWER EJECTOR CONTROL PANELr EMS Mx . 360 20 1 23 C 24 28 15 2 EWH-1 BUSSED SPACE TOTALS 3468 3300 1500 29 C 30 1180 1830 950 1000 A PHASE B PHASE C PHASE TOTAL KVA RECEPT - IRRIGATION CONTROL 180 -.. " TOTAL KVA 12.2 4648 5130 2450 12228 31 TOTAL AMPS 33.9 32 GFCI = GFCI CIRCUIT BREAKER, HLO= HANDLE LOCK ON DEVICE, HPL PERMANENTLY INSTALLEDHANDLE PADLOCK ATTACHMENT TO LOCK BREAKER IN OPEN POSITION GFCI EMS EMS EMS PANEL LABEL L1 ISSUED FOR: PERMIT SUBMITTAL VOLTAGE PHASE WIRE / 1 \ 208/120 H-17-17 /2\ MAIN CIRCUIT BREAKER MAIN LUGS ONLY SUB FEED LUGS FEED THROUGH LUGS 12-15-17 150 SURFACE PANEL MOUNTING BUS AMP RATING— 150 3 OWNER REVS 2-7-18 JOB NO.: 11-021 PANEL LOCATION— SEE PLAN 4 FULL PANEL NEUTRAL BUS MINIMUM AIC RATING 10,000 GROUND BUS YES VOLTAGE 208 CIRCUIT DESCRIPTION LOAD (KVA) BREAKER CKT PH CKT BREAKER LOAD (KVA) CIRCUIT DESCRIPTION A B C AMP POLE AMP POLE A B C EF -1 300 F ' . - 20 1 1 A 2 20 2 1200 :N_" 1080 ' SIGN SPARE 20 1 3 B 4 20 1 1200 MICROWAVE - BREAK ROOM QC J -BOX 20 540 20 1 5 C 6 20 VAULT RECEPT. •��.,�, ' 360 QUAD RECEPT. QC J -BOX 540 1 - : 20 1 7 A 8 20 1 720 SECURITY PEDESTAL SIGN s 1200 20 1 9 B 10 20 1 1080 QC J -BOX 1 SPARE h 14 20 1 11 C 12 20 1 " . 720 QUAD RECEPT. QC J -BOX 2160 20 20 1 13 A 14 20 1 1080 QC J -BOX PUBLIC VIEW MONITOR 200 1 20 1 15 B 16 20 1 1200 '• x SIGN AUTO DOOR .-. 750 20 1 17 C 18 20 1 ? 1200 SIGN AUTO DOOR 750 � - 54020 20 1 19 A 20 20 1 180 > RECEPT. REGISTER J -BOX 24 1 21 B 22 20 1 • 1200 , . SIGN REGISTER J -BOX G p540 20 1 23 C 24 20 1 w 7 1620 QC J -BOX REGISTER J -BOX 540 20 1 25 A 26 20 1 200 1000 °»-+ EMS REGISTER J -BOX 540 a 20 1 27 B 28 15 2 EWH-1 SIGN SPAREs 540 20 1 29 C 30 32 20 1 1000 SPARE RECEPT - IRRIGATION CONTROL 180 -.. " 20 1 31 A 32 20 1 1 SPARE RECEPT - CREDIT KIOSK 180 " 20 1 33 B 34 20 1 f 1 x SPARE SPARE SUBFEED 20 1 35 C 36 20 1 ___, „ u. R 1 SPARE SUBFEED- PANEL L3 3208 ko__ 60 3 37 A 38 20 1 40 20 SPARE � - 3690 _ 2148 39 B 40 20 1 `€, 1 . SPARE SPARE TOTALS 2090 5498 41 C 42 30 1 A PHASE B PHASE C PHASE TOTAL KVA SPARE TOTAL KVA 28.7 TOTALS 7678 6350 4460 GFCI = GFCI CIRCUIT BREAKER, HLO= HANDLE LOCK ON DEVICE, HPL PERMANENTLY INSTALLEDHANDLE PADLOCK ATTACHMENT TO LOCK BREAKER IN OPEN POSITION 3380 5680 4900 A PHASE B PHASE C PHASE TOTAL KVA TOTAL KVA 32.4 11058 12030 9360 32448 TOTAL AMPS 90.1 GFCI = GFCI CIRCUIT BREAKER, HLO= HANDLE LOCK ON DEVICE, HPL PERMANENTLY INSTALLEDHANDLE PADLOCK ATTACHMENT TO LOCK BREAKER IN OPEN POSITION HLO HPL GFCI HLO HLO HLO HLO PANEL LABEL L4 ISSUED FOR: PERMIT SUBMITTAL VOLTAGE PHASE WIRE / 1 \ 208/120 H-17-17 /2\ MAIN CIRCUIT BREAKER MAIN LUGS ONLY SUB FEED LUGS FEED THROUGH LUGS 12-15-17 150 SURFACE PANEL MOUNTING BUS AMP RATING— 150 3 OWNER REVS 2-7-18 JOB NO.: 11-021 PANEL LOCATION— SEE PLAN 4 FULL PANEL NEUTRAL BUS MINIMUM AIC RATING 10,000 GROUND BUS YES VOLTAGE 208 CIRCUIT DESCRIPTION LOAD (KVA) BREAKER CKT PH CKT BREAKER LOAD (KVA) CIRCUIT DESCRIPTION POLE AMP POLE A B C SECURITY PANEL 200 20 20 1 1 1 3 A B 2 4 20 20 1 1? 1360 . ; 1080 RECEPT. - TRAINING/ CEM RECEPT. - CASH/TRAIN/CEM QC J -BOX :N_" 1080 TELEVISION - BREAK ROOM 600 20 1 5 C 6 20 1 1620 QC J -BOX MICROWAVE - BREAK ROOM 1500 -; 20 1 7 A 8 20 1 360 - VAULT RECEPT. MICROWAVE - BREAK ROOM 1500 - 20 1 9 B 10 20 1 180 DVR RECEPT - VAULT REFRIGERATOR -BREAK ROOM -- 750200 20 C 12 20 1 JJ �;.. -� , FA P C HAND DRYER - MENS 1200 z 20 1 13 A 14 20 1 1000 rVENDING - BREAK ROOM TELEVISIONROOM 900 : 20 1 15 B 16 20 1 1260 ROOM VENDINGROOM 1000 20 1 17 C 18 20 1 180 VAULT RECEPT. PORTABLE AC PAC -1 1260 x ` 20 1 19 A 20 20 1 600 •-- EWC - CORR. 1 • REcEns - D 2880 30 1 21 B 22 20 1 1200 • • ' • RECEPTS - DATA ` 1000 20 1 23 C 24 20 1 540 RECEPT. - CORRROOM SPARE- _' 20 1 25 A 26 20 1 720 yam RECEPTS - RR'S/ JAN. / DATA CCTV - CASH/ 200 � �,.�;; 20 1 27 B 28 20 1 900 Mti r: ;� RECEPTS/EF WORK ROOM SPARE� 20 1 29 C 30 20 1SPARE SPAREs 20 1 31 A 32 20 1 SPARE SPARE� " 20 1 33 B 34 20 1 SPARE SPAR P" 20 1 AS C 3R 20 1 SPARE SUBFEED 1707 tt 60 3 37 A 38 20 1 SPARE 733 .,.,r 39 B 40 20 1 . �; ?;; SPARE 2148 41 C 42 20 1 . SPARE TOTALS 5867 7293 5498 2880 4620 2540 A PHASE B PHASE C PHASE TOTAL KVA TOTAL KVA 28.7 8747 11913 8038 28698 TOTAL AMPS 79.7 GFCI = GFCI CIRCUIT BREAKER, HLO= HANDLE LOCK ON DEVICE, HPL PERMANENTLY INSTALLEDHANDLE PADLOCK ATTACHMENT TO LOCK BREAKER IN OPEN POSITION EMS EMS EMS HLO HLO HLO GFCI HLO GFCI HPL 185 Engineering Associates, inc ConsultingEngineers Phone: 812.99 I/ Fax://29921541 119 W. Maryland Ave. Phoenix, AL 15113 lamiemllaseng.cem TEA #16201 '.1 SAKE REINDERSMA ARCHITECT 5450 E. HIGH STREET SUITE: 200 PHOENIX, ARIZONA 85255 P: 480.515.5123 www.sRA360.coM O W 1- ICT E CD to c0 1 CD in U) W t� O n W 0 h. Q Q Z PO C3 N U) 1- W O c >— nQn O W UzQ LU owl co Q O o O\C)� I— RECEIVED CITY OF TUKWILA FEB132018 EL PERMIT CENTER DATE: 8 -I0 -20I1 ISSUED FOR: PERMIT SUBMITTAL REVISION NO.: DATE: / 1 \ COORDINATION H-17-17 /2\ COORDINATION 12-15-17 A COORDINATION 1-26-18 A OWNER REVS 2-7-18 JOB NO.: 11-021 SHEET TITLE: PANEL SCHEDULES SHEET NO.: 60 PROVIDE SPRINKLER PROTECTION FOR TRASH COMPACTOR CHUTE AS REQUIRED BY AHJ 2T GENERAL NOTES 1. SPRINKLER CONTRACTOR MUST REVIEW ALL CONSTRUCTION DOCUMENTS PRIOR TO BID. COORDINATE LOCA11ONS OF ANY EXISTING FIRE PROTECTION COMPONENTS, INCLUDING PIPING, ALARMS, DRAINS, TEST POINTS, ETC. WITH THE NEW OFFICE ADDITIONS SPRINKLER REQUIREMENT. 2. THESE PLANS ARE PROVIDED TO ASSIST THE CONTRACTOR IN BIDDING AND ARE NOT INTENDED TO BE ALL INCLUSIVE OF ALL WORK REQUIRED FOR THIS PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE AND BECOMING FAMILIAR WITH THE EXISTING FIRE SPRINKLER SYSTEM. CONTRACTOR SHALL INCLUDE ALL LABOR AND MATERIAL A SPRINKLER SYSTEM,ACCEPTABLE TO REQUIRED FOR COMPLETE FIRE THE OWNER AND AUTHORITY HAVING JURISDICTION WITHIN THEIR BID. 3. DESIGN AND INSTALLATION APPROVAL: COMPLY WITH THE MOST RECENTLY REVISED VERSIONS OF ALL APPLICABLE LAWS, CODES, STANDARDS, RECOMMENDATIONS OF TECHNICAL SOCIETIES, RULES, REGULATIONS, AND ORDINANCES OF FEDERAL, STATE, AND LOCAL AUTHORITIES. THESE CODES AND STANDARDS SHALL BE CONSIDERED A PART OF THIS SPECIFICATION AS THOUGH FULLY REPEATED HEREIN. MODIFICATIONS REQUIRED BY THE ABOVE MENTIONED AUTHORITIES SHALL BE MADE WITHOUT ADDITIONAL CHARGE TO THE OWNER. 4. THE FIRE PROTECTION ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR SHALL THEY BE REQUIRED TO SUPERVISE THE CONDUCT OF THE WORK, THE CONSTRUCTION PROCEDURES FOLLOWED BY THE CONTRACTOR. SUBCONTRACTORS, THEIR RESPECTIVE EMPLOYEES OR ANY OTHER PERSON AT THE JOB SITE OTHER THAN THAT OF THE ENGINEERING FIRM'S EMPLOYEES. 5. SHOULD MODIFICATIONS TO THESE PLANS BECOME NECESSARY TO PROPERLY COORDINATE THE SYSTEM WITH ALL OTHER TRADES, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL OF THE CHANGES FROM BOTH THE AHJ AND THE FIRE PROTECTION ENGINEER OF RECORD. IN ADDITION TO OBTAINING THE NECESSARY APPROVALS, THE CONTRACTOR MUST MAKE NOTE OF ANY FIELD OR COORDINATION CHANGES ON THE INSTALLATION DRAWINGS, AND THEN MUST PROVIDE A SET OF AS -BUILT DRAWINGS ONCE COMPLETE. AS-BUILTS SHALL BE MARKED -UP IN RED. 6. PENETRATIONS OF "RATED ASSEMBLIES" SHALL BE FIRE STOPPED WITH AN APPROVED MATERIAL PER METHODS REQUIRED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 7. PROVIDE FLUSHING CONNECTIONS IN ACCORDANCE WITH NFPA 13. 8. PROVIDE SPRINKLERS UNDER HVAC DIFFUSERS AS REQUIRED BY NFPA 13. REFERENCE HVAC DRAWINGS FOR DIFFUSER LOCATIONS. 9. PROVIDE ALL NECESSARY OFFSETS, RAISES OR DROPS IN PIPING AND AUXILIARY DRAINS REQUIRED BY BUILDING CONDITIONS. 10. PRIOR TO INTERIOR FINISHING, HYDROSTATICALLY TEST NEW AND MODIFIED ABOVE GROUND SPRINKLER PIPING FOR LEAKAGE IN PRESENCE OF AUTHORITY HAVING JURISDICTION. 11. COMPLETED TEST CERTIFICATES TO BE FORWARDED TO FIRE MARSHAL AND OWNER. 12. SUBMIT SPRINKLER SYSTEM DRAWINGS IDENTIFIED AS "WORKING PLANS" AND CALCULATIONS ACCORDING TO NFPA 13. 13. ROUTE SPRINKLER LINES TO COORDINATE WITH OTHER TRADES. 14. HYDRAULICALLY DESIGN SPRINKLER SYSTEMS ACCORDING TO THE LOCALLY ACCEPTED NFPA 13 EDITION. 15. PROVIDE SPRINKLER GUARDS ON ALL SPRINKLERS IN AREAS WHERE THEY ARE SUBJECT TO DAMAGE. 16. COORDINATE INSPECTORS TEST/AUXILIARY DRAINS LOCATION WITH AUTHORITY HAVING JURISDICTION. 17. G.C. TO FURNISH 1 YEAR LABOR WARRANTY FOR WORK IN ADDITION TO EQUIPMENT MANUFACTURER WARRANTY. 18. SPRINKLER PIPING SHALL BE INSTALLED ABOVE BOTTOM CHORD OF BAR JOISTS AND/OR TIGHT TO UNDERSIDE OF SOLID STRUCTURAL STEEL. 19. PROVIDE FIRE HOSE VALVES THROUGHOUT IF REQUIRED BY AHJ. 20. ALL PENDANT SPRINKLERS SHALL BE CENTERED IN QUARTER -POINTS OF CEILING TILES. 21. FIRE PROTECTION SHOP DRAWINGS WILL BE REVIEWED BY TELGIAN CORPORATION. CONTACT TERESA ALVARADO AT: TALVARADO®TELGIAN.COM (480) 656-3126 COORDINATE ORDINARY HAZARD 2 SPRINKLER COVERAGE FOR DESIGN BUILD ROOM COORDINATE SPRINKLER HEAD COVERAGE AND REQUIREMENT FOR NEW OFFICE PACKAGE WATER SUPPLY INFORMATION CONTRACTOR NOTE: THE SPRINKLER CONTRACTOR IS RESPONSIBLE FOR PERFORMANCE OF HIS OWN FLOW TEST. THIS FLOW TEST MUST BE SUPERVISED BY, AND ACCEPTED BY THE CITY OF TUKWILA, WA. THIS FLOW TEST MUST BE PERFORMED IN STRICT ACCORDANCE WITH NFPA 291. THIS FLOW TEST MUST BE SUBMITTED WITH THE SPRINKLER SHOP DRAWINGS TO TELGIAN CORPORATION AND THE LOCAL AUTHORITY HAVING JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO ANY FABRICATION OR INSTALLATION OF SPRINKLER PIPING. WATER FLOW TEST PRESSURE MUST BE CALCULATED FROM THE SOURCE HYDRANT TO THE BASE OF RISER. THE CITY OF TUKWILA MAY REQUIRE A FIRE FLOW TEST DATA SHEET AS PART OF THE BUILDING PERMIT APPLICATION. CONTRACTOR MAY REQUEST AND UTILIZE FLOW TEST DATA IN TELGIAN SURVEY REPORT. APPLICABLE CODES: 1. 2015 INTL BUILDING CODE (W/ TUKWILA AMENDMENTS) 2. 2015 INTL FIRE CODE (W/ TUKWILA AMENDMENTS) 3. 2016 NFPA 13 DEMO & CAP OFF EXISTING FIRE RISER AND ASSOCIATED EQUIPMENT 1111111MIMMI 11 III �IIIUI.nAllll ii 1ILI 11111111111- IIWill i 1111 11111111111 VIII 1lI i111111111I11111 11111/1111 1111111111511111 i .WWW[ ._.....�� . I SCOPE OF WORK PROJECT SPECIFIC 1. UPGRADE EXISTING SPRINKLER SYSTEM TO PROVIDE REQUIRED 0.33 DENSITY THROUGHOUT MODIFIED STOCKROOM AND MODIFIED SALES FLOOR. 2. HIGH PILED STORAGE: FIRE DEPARTMENT ACCESS DOORS AND SMOKE AND HEAT VENTS SHALL BE PROVIDED IN ACCORDANCE WITH ARCHITECTURAL DRAWINGS A101 AND A201. 3. UPGRADED SYSTEM DENSITY SHALL NOT DRIVE NEED FOR NEW FIRE PUMP. 4. PROVIDE COLUMN SPRINKLER PROTECTION AT COLUMNS WITHIN DESIGNATED HIGH -PILED STORAGE AREA. 5. PROVIDE FIRE HOSE VALVES WITHIN DESIGNATED HIGH -PILED STORAGE AREA, IF REQUIRED BY AHJ. O EXISTING FIRE RISER, - REF _-FP100 10" FIRE SERVICE ENTRY. REFER TO CIVIL DRAWINGS FOR CONTINUATION EXISTING WATER MOTOR GONG ON EXTERIOR WALL. ADJACENT TENANT KEYNOTES ® APPLICABLE TO FP100 0 O O DO NOT ROUTE NEW SPRINKLER MAIN THROUGH ELECTRICAL ROOM AND DATA ROOM. IF REQUIRED, PROVIDE NEW SPRINKLER HEADS TO MATCH EXISTING TYPE IN OPEN AREA AND SEMI -RECESSED SPRINKLER HEADS IN CEILING APPLICATIONS. MODIFY EXISTING SPRINKLER HEADS AS NECESSARY IN AREAS TO FIT THE NEW PROPOSED HAZARD IN ACCORDANCE WITH NFPA 13. REFERENCE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DETAILS ON WALLS, CEILINGS, LIGHTS, ETC. PROVIDE SPRINKLER HEAD BELOW HVAC UNITS PER NFPA 13 REQUIREMENT. (TYPICAL ALL SALES FLOOR NEW). REFERENCE MECHANICAL HVAC DRAWINGS FOR ADDITIONAL DETAILS. CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM REQUIRED HYDRAULIC CALCULATION BASED ON RACKING AND STORAGE CONFIGURATION TO CONFIRM SYSTEM MODIFICATION REQUIRED FOR COMPLIANCE WITH CURRENT CODES. CONTRACTOR SHALL INCLUDE 5 PSI OR 10 % SAFETY FACTOR OR AS REQUIRED BY LOCAL AUTHORITY. EXISTING FLOW SWITCH EXISTING 8" ALARM VALVE FJ-----1- � -- _ u L.24) �r �� 11�- • • e • • • • • • e • • • • • �� • r .•. 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L►�►�•A•i�l eeeeeee•eoeer�eo��ee ee•eeeoeeeeeeeeeeee•eeoeoeoe4.441.1"11111". eeeeeeeeeeee••e•eeeeeeeeeeo• �•eeee•eoee•. eoee•,,►����eeeeee•••••eee•eee• TOLCOFIG.120 eeeeeeeeeeee��� OR EQUAL test stis •�••c•��•••••••e••o•oo�T�,,3,zsa�► ►•a••••e•e••e - �•�•�•�•��;�e�4,�►e��l►��.��i►e��Ae��•���e�e�e���!r���l„I� ..��►��e�e,►e�•�e�e�p►•-e��-� �!� f1 � �n � � n /� ,nom 71__. , n /� ��� �n1 ���n �=nter-.w �� TOLCO �I I I iFIG 120RWA RESTRAINT CLAMP IOR EQUAL COORDINATE SPRINKLER HEAD COVERAGEIAND REQUIREMENT FOR CANOPIES, i ! IF REQUIRED BY AHJ OR NFPA 13 L ADJACENT TENANT EXISTING 10" FIRE SERVICE LEAD-IN (0,0) VERIFIECOORDINATE SPRINKLER HEAD COVERAGE AND REQUIREMENT FOR CANOPIES, IF REQUIRED BY AHJ OR NFPA 13 DEMO & CAP OFF EXISTING FIRE RISER AND ASSOCIATED EQUIPMENT LJ COORDINATE ORDINARY HAZARD 2 SPRINKLER COVERAGE FOR VESTIBULE FIRE PROTECTION PLAN SCALE: 1/16" = 1'-0" --t FIRE PROTECTION DESIGN CRITERIA RECEIVING STOCK AREA & SALES FLOOR RESTROOMS/OFFICES/BREAKROOM/DATA/CORRIDOR CLASSIFICATION: CLASS I-IV COMMODITIES TO 16 -FEET / GROUP A PLASTICS TO 5 -FEET CLASSIFICATION: LIGHT HAZARD DENSITY: 0.33 GPM/SQ. FT. DENSITY: 0.10 GPM/SQ. FT. MINIMUM CALCULATION AREA: 2,000 SQ. FT. MINIMUM CALCULATION AREA: 1,500 SQ. FT. MAX. COVERAGE PER SPRINKLER: 100 SQ. FT. MAX. COVERAGE PER SPRINKLER: 225 SQ. FT. HIGH TEMPERATURE SPRINKLERS REQUIRED SPRINKLER TEMPERATURE TO BE PER NFPA 13 HOSE STREAM ALLOWANCE: 500 GPM HOSE STREAM ALLOWANCE: 100 GPM • • • • • • • • • • • NFPA #13 FIGURE 16.2.1.3.2(D) REQUIRES A 0.495 DENSITY FOR 20 FT OF NON -ENCAPSULATED CLASS IV COMMODITIES ON SINGLE AND DOUBLE ROW RACKS WHEN PROTECTED BY HIGH TEMPERATURE (286 -DEGREE) SPRINKLERS AND PROVIDED WITH 8 -FOOT AISLES. FIGURE 16.2.1.3.4.1 ALLOWS THE 0.495 DENSITY TO BE REDUCED TO 66% FOR 16 -FEET OF STORAGE. THIS RESULTS IN A DENSITY OF 0.33 (0.495 X 0.666 = 0.33). A 2,000 SQ. FT. REMOTE AREA IS REQUIRED. STOCKING ARRANGEMENT: RACKING ARRANGEMENT CLASS I-IV PRODUCT: 16 FT STORAGE MAXIMUM HEIGHT WITH SINGLE AND DOUBLE ROW FIXED RACKS. GROUP A PLASTICS SOLID PILES ON THE FLOOR, NOT GREATER THAN 5 FEET HIGH WITH 8 FEET AISLES. FLUE SPACES IN BETWEEN RACKS MUST BE MAINTAINED AT 6" TRANSVERSE AND 0" OF LONGITUDINAL OR 3" OF TRANSVERSE AND 6" LONGITUDINAL. -®- EXISTING FLOW SWITCH /.' EXISTING 6" ALARM VALVE EXISTING "i'°�" 6" OS&Y VALVE yrs i I �I m E�- / ALL EXISTING EQUIPMENT SHOWN FOR REFERENCE ONLY. NO NEW WORK, U.N.O. EXISTING FIRE RISER SCALE: N.T.S. U -HOOK TYPE HANGER ROOF DECK WOOD STRUCTURE LAG BOLT SIDE BEAM BRACKET ALL THREAD ROD ADJUSTABLE RING HANGER TYPICAL BRANCHLINE HANGER TYPICAL MAIN HANGER SPRINKLER LINE NOTE: ADDITIONAL LINE RESTRAINT PER NFPA 13 WILL BE REQUIRED WITH THE USE OF THIS HANGER HANGER DETAILS JJ SCALE: N.T.S. FLOOR & DECOR 88,784 SQ.FT. KEY PLAN SCALE: NTS 6" PVC PIPE W/2 FEMALE ADAPTORS GLUED TO EACH END & THREADED PLUGS TURNED INTO ADAPTORS. SECURE PIPE TO WALL W/ METAL STRAPS. LABEL TUBE; "SPRINKLER DRAWINGS" SHOP DRAWING PLAN HOLDER } SCALE: N.T.S. SCH. 40 NIPPLE J BRANCHLINE 1" SCH. 40 DROP SEMI -RECESSED OR CONCEALED SPRINKLER 72 GOOSENECK SPRINKLER DETAIL SCALE: N T.S. II SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com 0 a) U 0 a) 4--, 0 0 a) 4- Ca § 10 F 4t LA g ffin 00 - 01,4 Am= FLOOR Lk?: DECOR 0 a) '0 0 as 0 a RECEIVED CITY OF TUKWILA FEB 1 3 2018 PERMIT CENTER z date: 08/10/2017 issued for: FOR PERMIT revision no.: date: A FIELD REVISIONS 2/09/18 job no.: 17-027 sheet title: FIRE PROTECTION PLAN sheet no.: FP100 i \\\\\\\\\\\\\\\\\\\\ S: \Washington\TUKWILA\Centerpoint\17601 South center Pkwy\2DWGS\TUFD01 OD.dwg , , wI N o 1 \\\,,,,,,,,.....,_____)N d - z I I i 1 CB T -I RIM 25.72 12" CONC IE 21.59 (NW) 12" CONC IE 21.45 (SE) CB T -I (7 ) RIM 28.38 • 12" CONC IE 20. CONC IE 20. REMOVE EX ASPHALT TO FACILITATE CONSTRUCTION OF NEW CURBED LANDSCAPEI.5' ISLANDS , SEE SHEET C-1.0 (TYP) N NE 1/4, NW 1/4, SEC.35, TWP.23N., RGE.4E., W.M. 427.47 O ds.e(r1 GRAPHIC SCALE 30 0 15 30 60 NI MI SDMH (7556) RIM 28.48 12" CONC IE 20.59 (W 1 •" ADS IE 19.93 (N) 18" ! S IE 20.09 (S) • REMOVE EX PARKING LOT STRIPING (TYP) P 120 ( IN FEET ) 1 inch = 30 ft. Know what's below. Call before you dig. 19,0 tile • ,N 4/7 CB T -I (7407) \ 12" CONC IE 22 9525.70 NW 12" CONC IE 2 8"CCNCIE2 CUT, CAP, AND REMOVE EX 12" SD PRIOR TO REMOVAL OF UPSTREAM CATCH BASINS, SEE SHEET C-2.0 FOR PROPOSED SD INFORMATION REMOVE EX CONCRETE CURB • N REMOVE EX COLUMNS AND CANOPY ASHLEY FURNITURE 65,219 SF USABLE AREA 58,944 SF CB T-1 (7453) 12" CONC IE R212185(.N6) 12" CONC IE 22.05 (ESE 8" CONC IE 22.26 (W CONTRACTOR TO COORDINATE WITH NATURAL GAS UTILITY PROVIDER FOR GAS SHUT-OFF AND RELOCATION OF SERVICE METER. NOTE: IF VEHICLE TRACKOUT BECOMES AN ISSUE, MEASURES SUCH AS WHEEL WASH, SHAKER PLATES, OR OTHER APPROVED MEASURES SHALL BE IMPLEMENTED. CB T -I (7115) RIM 12" CONC IE 21.1123.80 (NE) 8" CONC IE 21.21 (WSW) FLOOR AND DECOR ',784 SF USABLE AREA 86,337 SF FFE=27.60 • • ISEPARAIL-. P_'fl IT } REQUIRED FOR: TiMechanicai 1! Electrical Cif Plumbing &Gas Piping of Tukwila QOlS_€�±F iDiVMS1ON STORM DRAIN INLET PROTECTION (TYP) CB T -I (7497) RIM 23.59 8" CONC IE 21.53NW) 8"CONC IE21.47(w) CB RIM 12" 12" COMPOST SOCK REMOVE EX PARKING LOT STRIPING (TYP) REMOVE EX WHEEL STOP CE RII 12 12 REMOVE EX STAIRS EX WATER LINE TO BE REMOVED, SEE SHEET C-2.0 FOR PROPOSED WATER LINE INFORMATION 12" 1RC2IBM"(+'04298"C15) .E\ C21.12 211.16 LEGEND REMOVE EX ASPHALT PAVEMENT REMOVE EX CONCRETE PAVEMENT SAWCUT EX PAVEMENT STORM DRAIN INLET PROTECTION PER WSDOT STANDARD PLAN 1-40.20-00 TEMPORARY CONSTRUCTION FENCE COMPOST SOCK '--------[}------ .1111111•1.... - EROSION CONTROL NOTES GENERAL NOTES 1. SAWCUT LINES SHOWN ON D-1.0 AND C-1.0 ARE FOR REFERENCE ONLY. CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT AS NECESSARY TO INSTALL NEW CURBS AND TO MATCH EXISTING GRADES. FILE GoPY Permit No. Plan review approval is subject to errors and omissions. Approval of construction documcnts dos3 not authorize the violation of any adopted code or ordinance. Receipt of approved Fieldcry and conditions is acknowledged: //8' City of Tukwila BUILDING DIVISION By: ry Date: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT APPLICABLE LOCAL, STATE, AND FEDERAL STANDARDS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR PREVENTING SILT -LADEN RUNOFF FROM DISCHARGING FROM THE PROJECT SITE. FAILURE BY THE CONTRACTOR CAN RESULT IN A FINE. THE DESIGNATED TEMPORARY CONTACT PERSON NOTED ON THIS PLAN MUST BE AVAILABLE FOR CONTACT BY TELEPHONE ON A 24 HOUR BASIS THROUGHOUT CONSTRUCTION AND UNTIL THE PROJECT HAS BEEN COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION. 3. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF .THE CONTRACTOR FROM THE BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION AND THE SITE IS STABILIZED. 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED AND INSPECTED BY THE LOCAL JURISDICTION PRIOR TO ANY CLEARING OR CONSTRUCTION TAKING PLACE. DURING CONSTRUCTION, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE OWNER AND/OR CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 5. THE EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS PLAN ARE TO BE CONSIDERED ADEQUATE BASIC REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION, DEVIATIONS FROM THIS PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN WATER QUALITY. 6. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR ON A FREQUENT BASIS AND IMMEDIATELY AFTER EACH RAINFALL, AND MAINTAINED AS NECESSARY TO INSURE THEIR CONTINUED FUNCTIONING. ALL SEDIMENT MUST BE REMOVED FROM SILT FENCES, STRAW BALES, SEDIMENT PONDS, ETC. PRIOR TO THE SEDIMENT REACHING 1/2 ITS MAXIMUM POTENTIAL DEPTH. 7. AT NO TIME SHALL CONCRETE, CONCRETE BYPRODUCTS, VEHICLE FLUIDS, PAINT, CHEMICALS, OR OTHER POLLUTING MATTER BE PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT DRAINAGE SYSTEM, OR TO DISCHARGE FROM THE PROJECT SITE. 8. THE CONTRACTOR PERFORMING THE WORK SHALL MAINTAIN A SET OF THE APPROVED CONSTRUCTION DRAWINGS ON SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE WORK TO OBTAIN ALL NECESSARY PERMITS FROM THE LOCAL JURISDICTION PRIOR TO COMMENCING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. 10. THE CONTRACTOR PERFORMING THE WORK SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL AT ALL TIMES DURING CONSTRUCTION ALONGSIDE OR WITHIN ALL PUBLIC ROADWAYS. 11. THE APPROVED "TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN" MUST BE IMPLEMENTED PRIOR TO ANY SITE WORK. SEE THE PLANS AND DETAILS FOR FURTHER INFORMATION. 12. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. 13. MAXIMUM SLOPES SHALL BE 2.5:1 HORIZ:VERT FOR FILL SLOPES, AND 2.5:1 HORIZ:VERT FOR CUT SLOPES. 14. ROCKERIES OR OTHER RETAINING FACILITIES EXCEEDING 4' IN HEIGHT REQUIRE A SEPARATE PERMIT. 15. ALL AREAS DISTURBED DURING CONSTRUCTION WHERE PERMANENT LANDSCAPING WILL NOT BE PROVIDED WITHIN 60 DAYS SHALL BE HYDROSEEDED, OR OTHERWISE STABILIZED, AS REQUIRED. STRAW MULCHING OR PLASTIC SHEETING ARE ACCEPTABLE ALTERNATIVES TO TEMPORARY HYDROSEEDING DURING PERIODS OF LOW GROWTH. 16. ALL AREAS DISTURBED DURING CONSTRUCTION WHERE PERMANENT LANDSCAPING WILL NOT BE PROVIDED WITHIN THE NUMBER OF DAYS SPECIFIED BELOW SHALL BE HYDROSEEDED, OR OTHERWISE STABILIZED, AS REQUIRED. STRAW MULCHING OR PLASTIC SHEETING ARE ACCEPTABLE ALTERNATIVES TO TEMPORARY HYDROSEEDING DURING PERIODS OF LOW GROWTH: DURING THE DRY SEASON (MAY 1 - SEPT. 30): 7 DAYS DURING THE WET SEASON (OCTOBER 1 - APRIL 30): 2 DAYS 17. SLOPE STABILIZATION. CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. ROUGHENED SOIL SURFACES ARE PREFERRED TO SMOOTH SURFACES. INTERCEPTORS SHOULD BE CONSTRUCTED AT THE TOP OF LONG, STEEP SLOPES WHICH HAVE SIGNIFICANT AREAS ABOVE THAT CONTRIBUTE RUNOFF. CONCENTRATED RUNOFF SHOULD NOT BE ALLOWED TO FLOW DOWN THE FACE OF A CUT OR FILL SLOPE UNLESS CONTAINED WITHIN AN ADEQUATE CHANNEL OR PIPE SLOPE DRAIN. WHEREVER A SLOPE FACE CROSSES A WATER SEEPAGE PLANE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHOULD BE PROVIDED. IN ADDITION, SLOPES SHOULD BE STABILIZED IN ACCORDANCE WITH ITEM (17) ABOVE. 18. STORM DRAIN INLET PROTECTION. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 19. DUST ON THE SITE SHALL BE CONTROLLED PER LOCAL JURISDICTIONAL AIR QUALITY REQUIREMENTS. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. SOIL AMENDMENT NOTE ALL SOILS IN DISTURBED AREAS THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE MUST BE AMENDED WITH ORGANIC MATTER. AMENDED SOILS MUST MEET THE SPECIFICATIONS OF BMP T5.13, AS A PART OF PERMANENT SITE STABILIZATION. r_.................,. lREvIsfonls No chance shehr) r?3p-ie to the scope of wort: withoi.,i prior approval of Thkwila Building Division. NOTE: Flavisicos will require a new plan submittal and may include additional plan review fees. i FOR CITY OF TUKWILA STANDARD ESC NOTES SEE SHEET CV -1.1 .1111,111111 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 4 2018 City of Tukwila BUILDING DIVISION 'IG!f OF 1UitWiLA LE': 2 6 2x17 PERMIT CENTER REVISION N4. 1 12/26/2017 PACLAND PARKING REVISIONS WFF 12/26/2017 PERMIT 10-298-006 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 WWW.PACLAND.COM FLOOR AND DECOR 17661 SOUTHCENTER PARKWAY TUKWILA, WA DEMOLITION AND ESC PLAN D-1.0 S: \Washington\TUKWILA\Centerpoint\17601 Southcenter Pkwy\2DWGS\TUFD110S.dwg i 1 1 i 1 1 1 NE 1/4, NW 1/4, SEC.35, TWP.23N., RGE.4E., W.M. • GRAPHIC SCALE 30 0 15 30 60 ■v ■ s„„ (97 23� 120 ( IN FEET ) 1 inch = 30 ft. Know what's below. Cali before you dig. • ill EH ■■■■■■■i k\.NINOMEMMOMMOMMINMUUMMEMIVIIIIIIOntillialr co• EXTERNAL LOADING AREA NEW STORE ENTRY LOCATION 31 ASHLEY FURNITURE 65,219 SF USABLE AREA 58,944 SF FLOOR AND DECOR GROSS AREA = = -,784 SF USABLE AREA = 86,337 SF RETAINING WALL WITH 42" FENCING, SEE SHEET C-2.0 FOR WALL HEIGHTS TRUCK DOCK TRASH COMPACTOR CONTRACTOR TO REMOVE AND REPLACE PAVEMENT AS NECESSARY TO ACCOMMODATE INSTALLATION OF NEW STORM DRAIN AND WATER UTILITIES 1 SITE KEY NOTES. DA AREA STRIPED AT SINGLE WHITE (4") LINES AT 45' ® 2'—O" O.C. QB CONCRETE CURB QC 6" PIPE BOLLARD TYP. SEE ARCH. PLANS QD CONCRETE SIDEWALK Q CONCRETE FLUSH CURB W/ TURNDOWN FQ PAINTED DIRECTIONAL ARROW GQ DETECTIBLE WARNING SURFACE HQ WHEEL STOP UI FLOW—THROUGH CURB SCUPPER QJ ACCESSIBLE PARKING STALL ("VAN" INDICATES VAN ACCESSIBLE STALL) QK HEAVY—DUTY CONCRETE PAVEMENT QL STANDARD DUTY ASPHALT PAVEMENT LEGEND ASPHALT PAVEMENT HEAVY—DUTY CONCRETE PAVEMENT CONCRETE SIDEWALK LANDSCAPED AREA CONCRETE FLUSH CURB W/ TURNDOWN CONCRETE CURB PROPERTY LINE NUMBER OF PARKING STALLS PER ROW ACCESSIBLE PARKING STALL MARKING COMPACT STALL MARKING SIGN PARKING DATA REQUIRED PARKING REQUIRED RATIO USABLE BUILDING SQUARE FOOTAGE REQUIRED PARKING PROVIDED PARKING STANDARD STALLS COMPACT STALLS ACCESSIBLE STALLS TOTAL STALLS SITE DATA c WOW 2.5 / 1,000 SF USABLE BUILDING AREA 145,281 SF 364 356 23 10 389 DEVELOPMENT COVERAGE 36% REVIEvVED FOR CODE COMPLIANCE APPROVED JAN 0 4 2018 City of Tukwila SII LNG omslON *FOR GRADING, DRAINAGE AND -- --- OF TUKWILA NOTES SEE SHEET CV 1E1_:EN E D 1 CITY OF TUKWILA 40262017 Za.t iT CENTER 1 12/26/2017 PACLAND PARKING REVISIONS LRR LRR 12/26/2017 PERMIT WFF 10-298-006 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 WWW.PACLAND.COM FLOOR AND DECOR 17661 SOUTHCENTER PARKWAY SITE PLAN C-1.0 TUKWILA, WA 1 12/26/2017 PACLAND PARKING REVISIONS LRR LRR 12/26/2017 PERMIT WFF 10-298-006 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 WWW.PACLAND.COM Dec 26, 2017 — 2: 04pm Southcenter Pkwy\2DWGS\TUFD130U.dwg S: \Washington\TUKWILA\Centerpoint\1760 i 1 1 wl N 0 N z 1 1 NE 1/4, NW 1/4, SEC.35, TWP.23N., RGE.4E., W.M. • O ,A,NN./1/24` GRAPHIC SCALE 30 0 15 30 60 III M 120 (IN FEET) 1 inch = 30 ft. Know what's below. Call before you dig. ti7�o Sg, ;Iv 237 sap• 1....■■.1 �I..................... rmutj ......-mt 1.....■ numm� umtr 7�r.711.�■�.■t;�r.7�r.��r.��� CONTRACTOR TO COORDINATE WITH PUGET SOUND ENERGY FOR GAS SERVICE CONNECTION. RELOCATE GAS SERVICE LINE AND METER (BY OTHERS). CONTRACTOR TO PROVIDE TRENCHING BEDDING, AND BACKFILL PER PUGET SOUND ENERGY REQUIREMENTS. ASHLEY FURNITURE 65,219 SF USABLE AREA 58,944 SF FLOOR AND DECOR GROSS AREA = :,784 SF USABLE AREA = 86,337 SF 28LF 12" WA' 5OLF 12I WA/'s EX FIRE HYDRANT TO REMAIN 5OLF 12" WA UTILITY CROSSING SD 1 12/26/2017 PACLAND PARKING REVISIONS LRR LRR 12/26/2017 PERMIT WFF 10-298-006 uum 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 WWW. PACLAND.COM GENERAL UTILITY NOTES 1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD SPECIFICATIONS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY AXIS SURVEY AND MAPPING, DATED JULY 11, 2017. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY, AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 5. REFER TO INTERIOR PLUMBING DRAWINGS FOR 11E -IN OF ALL UTILITIES. 6. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 7. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 8. MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. 9. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINE (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWWA C-151) (CLASS 50). 11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 13. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 14. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 15. GAS PIPING SHOWN FOR COORDINATION ONLY. INSTALLATION OF THE GAS MAIN AND METER TO BE ACCOMPLISHED BY UTIUTY PROVIDER. WATER NOTES 1. ALL CONSTRUCTION/INSTALLATION OF WATER MAINS SHALL BE DONE IN A SAFE, NEAT AND WORKMANLIKE MANNER, AND UNDER SUPERVISION BY UTILITY PROVIDER FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATING AGENCIES MUST BE MET. 2. WATER MAIN PIPE MATERIAL SHALL BE CLASS 52 DUCTILE IRON OR PVC PIPE MEETING LOCAL REQUIREMENTS. POLYETHYLENE WRAP IS REQUIRED ON ALL METALS. 3. AN 18 -INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS ON A MAIN LINE. 4. CLASS 52 DUCTILE IRON MAY BE DIRECT TAPPED FOR 3/4 INCH AND 1 -INCH SIZE SERVICES. SADDLES SHALL BE USED ON ALL TAPS 1-1/4" - 2" DIAMETER IN ANY PUBLIC MAIN. 5. ALL ELBOWS/BENDS ON WATER MAINS SHALL HAVE THRUST BLOCKS. 6. A DEPTH OF 36" FROM FINISHED GRADE TO THE TOP OF THE WATER MAIN IS REQUIRED. PLACING WATER LINES SHALLOWER THAN 36" IS PROHIBITED. 7. ALL NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, AND CHLORINATED BY THE CONTRACTOR, AND INSPECTED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. 8. ALL BACKFLOW PREVENTION DEVICES (DOUBLE CHECK BACKFLOW PREVENTORS, REDUCED PRESSURE BACKFLOW PREVENTORS, PRESSURE AND ATMOSPHERIC VACUUM BREAKERS, ETC.) MUST BE APPROVED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. 9. ALL NEW CONNECTIONS TO EXISTING WATER MAINS REQUIRE ISSUANCE OF A PUBLIC WORKS PERMIT AND INSPECTION BY THE CITY OR GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO BACKFILLING. 10. BACKFLOW PREVENTION DEVICES SHALL BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS. 11. EXTERNAL WATER METER AND BACKFLOW PREVENTION VAULTS SHALL BE GASKETED IN AREAS OF HIGH GROUNDWATER OR NEAR STORMWATER MANAGEMENT FACILITIES AS REQUIRED BY THE UTILITY PROVIDER, CONTRACTOR TO CONFIRM. CITY OF TUKWILA UTILITY NOTES 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4 -FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND U1IU11ES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS-OF-WAY OR EASEMENTS AFTER ASPHALT PAVING. CONSTRUCTION LEGEND KEY NOTES GAS METER GAS PIPE STORM DRAIN PIPE WATER PIPE BEND WITH THRUST BLOCK G SD w QA CONNECT TO EX STORM DRAIN, VERIFY EX IE QB CONNECT TO EX WATER QC SAWCUT, REMOVE AND REPLACE EX PAVEMENT AS NEEDED FOR TRENCHING OF NEW WATER LINE 0 1-12" 45' BEND 1 -THRUST BLOCK 0E 1-12" 90' BEND 1 -THRUST BLOCK 0 1-12"X6" TEE 1 -THRUST BLOCK REVIEWED FOR CODE COMPLIANCE RECEI\JELD CATY OF TUKWILA DE 2 6 2017 PERMIT CENTER FLOOR AND DECOR 17661 SOUTHCENTER PARKWAY ICity DI UTILITY PLJN`-�G��V�s���V G3.0 TUKWILA, WA 7 10: 32am Southcenter Pkwy\2DWCS\TUFD000C.dwg S: \Washington\TUKWILA\Centerpoint\1760 PROJECT SITE VICINITY MAP NTS LEGAL DESCRIPTION LEGAL DESCRIPTION FOR PROPERTY WAS OBTAINED FROM WARRANTY DEED RECORDED UNDER RECORDING NO. 20090615002061. THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST QUARTER OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER, THENCE NORTH 87'45'57" WEST ALONG THE NORTH LINE OF SAID NORTHWEST QUARTER A DISTANCE OF 481.05 FEET TO THE WESTERLY MARGIN OF SOUTHCENTER PARKWAY, AS CONVEYED BY DEEDS RECORDED UNDER RECORDING NOS. 6343848 AND 634847; THENCE SOUTH 11'59'33" EAST ALONG SAID WESTERLY MARGIN A DISTANCE OF 41.27 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 11'59'33" EAST ALONG SAID WESTERLY MARGIN A DISTANCE OF 571.41 FEET; THENCE SOUTH 42'30'27" WEST A DISTANCE OF 280.99 FEET; THENCE SOUTH 4729'33" EAST A DISTANCE OF 23.25 FEET; THENCE SOUTH 42'30'27" WEST A DISTANCE OF 45.50 FEET; THENCE NORTH 4729'33" WEST A DISTANCE OF 23.25 FEET; THENCE SOUTH 4210'27" A DISTANCE OF 127.05 FEET; THENCE NORTH 52'44'03" WEST A DISTANCE OF 642.69 FEET; THENCE NORTH 42'30'27" EAST A DISTANCE OF 695.97 FEET; THENCE SOUTH 87'45'57" EAST A DISTANCE OF 229.11 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. NE 1/4, NW 1/4, SEC.35, TWP.23N., RGE.4E., W.M. 00 A CO PARCEL 3523049087 TUKWILA, KING COUNTY, WASHINGTON OWNER/APPLICANT FLOOR & DECOR 2233 LAKE PARK DRIVE SMYRNA, GA 30080 (480) 620-2616 CONTACT: ROBERT WUNSCH ENGINEER PACLAND 1505 WESTLAKE AVE N, SUITE 305 SEATTLE, WA 98109 (206) 522-9510 CONTACT: BILL FORTUNATO, P.E. LUKE RANDLES, P.E. ARCHITECT STEWART + REINDERSMA ARCHITECTURE, PLLC 5450 E HIGH STREET, SUITE 200 PHOENIX, AZ 85054 (480) 515-5123 CONTACT: SAKE REINDERSMA SURVEYOR AXIS SURVEY AND MAPPING 15241 NE 90TH ST REDMOND, WA 98052 (425) 823-5700 CONTACT: ZANE L. NALL, P.L.S. LANDSCAPE MAIN STREET DESIGN 9402 TIDAL COURT BAINBRIDGE ISLAND, WA 98110 (206) 842-7886 CONTACT: KEN LONEY, LA GOVERNING AGENCY CITY OF TUKWILA 6200 SOUTHCENTER BLVD. TUKWILA, WA 98188 (206) 433-1800 GENERAL NOTES 1. SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS, CURRENT DOT SPECIFICATIONS, AND LOCAL AGENCY STANDARDS WHICH ARE HEREBY REFERENCED AS PART OF THESE PLANS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY AXIS SURVEY & MAPPING, DATED JULY 11, 2017. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS, INCLUDING ANY UTILITIES THAT WERE NON -LOCATABLE AND/OR UNMARKED, SUCH AS PVC, CLAY, HDPE, OR CONCRETE, PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE U11UTY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. THIS MAY INCLUDE POTHOLING, SCOPING, OR GROUND PENETRATING RADAR (GPR) AT THE CONTRACTOR'S EXPENSE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 4. ALL NECESSARY INSPECTION AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 5. SITE WORK FOR THIS PROJECT SHALL BE CONSTRUCTED PER THE APPROVED, SIGNED CONSTRUC11ON PLANS. ELECTRONIC FILES SHALL NOT BE CONSIDERED CONSTRUC11ON DOCUMENTS UNLESS SPECIFICALLY STATED AS SUCH AND HANDLED IN ACCORDANCE WITH THE BID DOCUMENTS. SIGNED PAPER PLANS SHALL TAKE PRECEDENCE OVER ELECTRONIC FILES. 6. THE CONTRACTOR SHALL MAINTAIN A SET OF THE CONSTRUCTION PLANS ON-SITE AT ALL 'TIMES WHILE CONSTRUCTION IS IN PROGRESS. ABBREVIATIONS AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS ARCH ARCHITECTURAL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AVE AVENUE BMP BEST MANAGEMENT PRACTICE CB CATCH BASIN CL CLASS CO CLEANOUT CY CUBIC YARDS DIA DIAMETER DR DRIVE E EAST ESAL EQUIVALENT SINGLE -AXLE LOAD ESC EROSION AND SEDIMENT CONTROL EX EXISTING FFE FINISHED FLOOR ELEVATION FL FLOW LINE FT HDPE HORIZ HP HWY IE LP MAX MEP MH MIN MJ MUTCD N NTS PE PUD PVC FEET HIGH-DENSITY POLYETHYLENE HORIZONTAL HIGH POINT HIGHWAY INVERT ELEVATION LOW POINT MAXIMUM MECHANICAL/ELECTRICAL/PLUMBING MANHOLE MINIMUM MECHANICAL JOINT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NORTH NOT TO SCALE POLYETHYLENE PLANNED UNIT DEVELOPMENT POLYVINYL CHLORIDE RD S SD SDR SF SS ST SW TC TG TP TYP VERT W WA WSDOT ROAD SOUTH STORM DRAIN STANDARD DIMENSION RATIO SQUARE FEET SANITARY SEWER STREET SIDEWALK TOP OF CURB TOP OF GROUND TOP OF PAVEMENT TYPICAL VERTICAL WEST WATER WASHINGTON DEPARTMENT OF TRANSPORTATION These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: fir► PFviS0 No charges shrir, r,27je to the scope of work with: -..,!A prior approval of Ttifo,vila Building Division. NOTE: R v;sions will require a new plan submittal and may include additional plan review fees. DRAWING INDEX FILE COPY Permit No. 1711t ¶1ihh Pian review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted coda or ordinance. Receipt of approved Field Copy aonditi • s i acknowledged: By: i-4-12 Date: 10 - L 11 SHEET NO. DRAWING TITLE CV -1.0 CV -1.1 1 OF 1 D-1.0 D-2.0 C-1.0 C-2.0 C-3.0 C-6.0 C-6.1 C-7.0 C-8.0 C-9.0 L-1.0 L-2.0 COVER SHEET GENERAL NOTES TOPOGRAPHIC SURVEY DEMOLITION AND ESC PLAN ESC DETAILS SITE PLAN GRADING AND DRAINAGE PLAN UTILITY PLAN STORM DRAINAGE DETAILS STORM DRAINAGE DETAILS WATER DETAILS PAVING DETAILS SITE DETAILS LANDSCAPE PLAN LANDSCAPE DETAILS SITE INFORMATION City of Tukwila BUILDING DIVISION SEPARATE PERMIT REQU;P.ED FOR: Mechanical 1E/Electrical elfiP;urrbing lvJ Gas Piping City of Tukwila Bl7!L +lA! iDI'V'iSICN PARCEL NUMBER: SITE ADDRESS: CURRENT ZONING: SITE AREA: 3523049087 17661 SOUTHCENTER PARKWAY TUKWILA URBAN CENTER - COMMERCIAL CORRIDOR, (TUC -CC) 8.29 ACRES BENCHMARK BENCHMARK: KING COUNTY CONTROL POINT F14 (DB ID#42504). FOUND 3" BRASS DISC SET IN CONCRETE UTILITY VAULT. ELEVATION: 27.34' HORIZONTAL DATUM NAD 83711 PER GPS 2011 SMARTNET NORTH AMERICA VERTICAL DATUM RECEIVED CITY OF TUKWILA AUG 11 2017 PERMIT CENTER NAVD88 PER GPS 2011 SMARTNET NORTH AMERICA AS VERIFIED TO WSDOT tONI'_IEWED FOR POINT NO. 17005-349, FOUND 3" BRASS DISC IN CONCRETE WALK ON N. SDR? :COMPLIANCE 178TH ST. BRIDGE. OCT 062017 frJ City of Tukwila HELD A BEARING OF NORTH 11'59'54" WEST ALONG THE MONUMENTED CEN R DIVISION BASIS OF BEARINGS SOUTHCENTER PARKWAY. 17 0217 at By Rett n Icripti+ Issue Dai LRR LRR 08/11/2017 PERMIT EC Proiect WFF 10-298-006 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 WWW.PACLAND.COM FLOOR AND DECOR 17661 SOUTHCENTER PARKWAY COVER SHEET CV -1.0 TUKWILA, WA 11, 2017 — 10:32am S: \Washington\TUKWILA\Centerpoint\17601 Southcenter Pkwy\2DWGS\TUFD000C.dwg SITE NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, EXIT PORCHES, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. 4. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE STANDARD DUTY PAVEMENT UNLESS OTHERWISE NOTED. 5. REFER TO TOPOGRAPHIC SURVEY FOR DIMENSIONS OF PROPERTY LINES, BASIS OF BEARINGS & BENCHMARK INFORMATION. 6. FIRE LANE STRIPING AROUND BUILDING PERIMETER AND ALONG FIRE TRUCK ACCESS WAYS SHALL BE INSTALLED AS PART OF THIS CONTRACT, IN ACCORDANCE WITH THE LOCAL CODE AND FIRE MARSHALL REQUIREMENTS. 7. ALL ON-SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS SHALL BE APPLIED NO SOONER THAN 4 HOURS APART. 8. PARKING LOT STRIPING SHALL BE WHITE, 4" WIDTH, & DOUBLE COATED, UNLESS OTHERWISE NOTED. 9. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO THE SAME. 10. ALL DISTURBED AREAS WHICH ARE NOT TO BE PAVED SHALL HAVE AMENDED SOILS PER DOE BMP T5.13. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 12. ALL VERTICAL CONSTRUCTION SHALL MAINTAIN 10' MINIMUM SEPARATION FROM OVERHEAD POWER LINES. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF CONFLICT EXISTS AND PRIOR TO CONSTRUCTION OF THE VERTICAL ELEMENT INCLUDING, BUT NOT LIMITED TO, LIGHT POLE BASES AND TRAFFIC SIGNAL STANDARDS. 13. EDGE OF NEW PAVEMENT (CONCRETE OR ASPHALT) TO BE FLUSH WITH EXISTING PAVEMENT WHEN MATCHING. 14. CURB RADII ADJACENT TO PARKING STALLS SHALL BE 2'. ALL OTHER CURB RADII SHALL BE 10', UNLESS OTHERWISE NOTED. 15. IF ANY EXISTING SITE IMPROVEMENTS ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE IN KIND AS NECESSARY TO THE OWNER AND/OR ARCHITECTS APPROVAL. GRADING NOTES 1. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. 2. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 3. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE AMENDED SOILS PER BMP T5.13. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS WITH GRASS IN ACCORDANCE WITH LOCAL SPECIFICATION UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 4. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE IBC CODE AND APPLICABLE LOCAL REGULATION. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 5. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. 6. ALL POLLUTANTS OTHER THAN SEDIMENT ON-SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 7. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM PROJECT SITE. 8. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 9. CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE BUILDINGS SPLAY LINE OF THE FOOTINGS. 10. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY. 11. FOR LAYOUT INFORMATION REFER TO THE SITE PLAN. STORM DRAINAGE NOTES 1. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.. 2. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 3. STORM DRAINAGE PIPE WITH LESS THAN 2'-0" COVER SHALL BE CLASS IV REINFORCED CONCRETE PIPE, OR APPROVED EQUAL TO SUSTAIN H-20 LOADING. 4. ALL ON-SITE STORM DRAINAGE PIPE SHALL BE SMOOTH WALLED INTERIOR, MANUFACTURER'S VERIFICATION OF MANNING'S ROUGHNESS COEFFICIENT N=0.012 OR LESS. 5. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. 6. ALL CATCH BASINS AND AREA DRAINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME IS AT TOE OF CURB OR FLOWLINE OF GUTTER (WHERE APPLICABLE). 7. CATCH BASIN INLET PROTECTION / EROSION CONTROL TO BE USED FOR ALL NEW INLETS. 8. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 9. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". 10. CONTRACTOR SHALL CONNECT ROOF DRAIN LEADERS AND FOOTING DRAINS TO PROPOSED STORM DRAINS AS SHOWN. 11. CONTRACTOR SHALL CONFIRM STRUCTURE CONSTRUCTABILITY WITH MANUFACTURER PRIOR TO DELIVERY AND INSTALLATION. NE 1/4, NW 1/4, SEC.35, TWP.23N., RGE.4E., W.M. CITY OF TUKWILA CONSTRUCTION NOTES 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS, SPECIFICATIONS, AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. PERMITTEE SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO THE APPROVED PLANS. 2. PERMITTEE/CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE CITY'S INSPECTOR(S) PRIOR TO BEGINNING ANY WORK. 3. WORK IN ROADWAYS A. ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND THE FOLLOWING: B. PRIOR TO ANY ACTIVITY IN CITY RIGHT-OF-WAY, THE PERMITTEE SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL. THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. C. ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY. FROM THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKWILA URBAN CENTER. D. FIRE, PEDESTRIAN, AND VEHICULAR ACCESS TO BUILDINGS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHEN PERMITTEE HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AN ACCESS. E. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES PREAPPROVAL FROM THE DIRECTOR. F. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. CITY OF TUKWILA GENERAL NOTES 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES INSPECTOR AT 206-433-0179. 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING 206-433-0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE -APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBUC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON-SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBUC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING NAD 83/91 SURVEY CONTROL AND 11ED TO ANY TWO CITY OF TUKWILA HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS-OF-WAY, EASEMENTS, AND ACCESS TRACTS. CITY OF TUKWILA STORM DRAINAGE NOTES 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE ADOPTED KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH DUMP NO WASTE"AND EITHER DRAINS TO STREAMS", DRAINS TO WETLANDS", OR DRAINS TO GROUNDWATER", AS APPLICABLE. 3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE. CITY OF TUKWILA GRADING AND ESC NOTES 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL: A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. C. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. 7. FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A LIEN AGAINST THE PROPERTY WHERE SUCH FACILITIES ARE LOCATED. 8. DURING THE LIFE OF THE PROJECT, THE PERMITTEE SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS, STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. 9. THE PERMITTEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WITH THE DIRECTOR'S APPROVAL, REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT -RELATED WORK. 10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. 11. AS THE FIRST ORDER OF BUSINESS, THE PERMITTEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED, INSTALL AND ESTABLISH THE UPSTREAM PERMANENT ESC MEASURES. 12. THE PERMITTEE SHALL AT ALL TIMES PROTECT SENSITIVE AREAS, THEIR BUFFERS, AND ADJACENT PRIVATE PROPERTIES AND PUBLIC RIGHTS-OF-WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS. THE PERMITTEE SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT, SENSITIVE AREAS, THEIR BUFFERS, AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE PERMITTEE'S OPERATIONS. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: A. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. B. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. C. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACILITIES AS IDENTIFIED IN THE ESC PLAN. D. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. E. INSPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. APPROVED OCT 0 4 2017 City of Tukwila PUBLIC Works s0 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 6 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 11 2017 PERMIT CENTER Dat BY Revision. Description IMMO i LRR Iia LRR 08/11/2017 PERMIT Checked WFF 10-298-006 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 WWW.PACLAND.COM FLOOR AND DECOR 17661 SOUTHCENTER PARKWAY GENERAL NOTES CV -1.1 TUKWILA, WA Aug 11, 2017 10:32am S:\Washington\TUKWILAVenterpoint\17601 Southcenter Pkwy\2DWGS\TUFD01 OD.dwg / CB T -I RIM 25.72 CIE21.59'NW) 12 CONC IE 21.454€E) CBT-I(„e9) RIM 28.38 12" CONC IE 20.4 (N) to CONC IE 20.45 NE 1/4, NW 1/4, SEC.35, TWP.23N., RGE.4E., W.M. GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. REMOVE EX ASPHALT TO FACILITATE ° 'CONSTRUCTION OF NEW CURBED LANDSCAPEt5' 1 ISLANDS, SEE SHEET C-1.0 (TYP) r REMOVE EX - SDMH (7556) RIM 28.48 CONCRETE CURB 12" CONC IE 20.594 1 b" ADS IE 19.93 (N)( 18" kilS IE 20.09 (S) Oia• REMOVE EX PARKING LOT STRIPING (TYP) • '%9 A ,N5X It- '17d` qy s, CUT, CAP, AND REMOVE EX 12" SD PRIOR TO REMOVAL OF UPSTREAM CATCH BASINS, SEE SHEET C-2.0 'FOR PROPOSED SD INFORMATION REMOVE EX CONCRETE CURB Know what's below. Call before you dig. CB T--1 (7407) 12`87 CONC IE 22 M9525.70 520 12" CONC IE 2ptarjlliacrai 6 CNC iE 2 inlialirni Iiiiiitli■lWlirtlit:tallialiiiii7illli�lini la ill 1 I 1 i. ll .. CB T -I (7453) RIM 25.45 12 CONC IE 22.18 (N 1 " CONC IE 22.05 (ESE 8" CONC IE 22.26 (W CONTRACTOR TO COORDINATE WITH NATURAL GAS U11LITY PROVIDER FOR GAS SHUT-OFF AND RELOCATION OF SERVICE METER. C13 T -I (7115) RIM 23.80 12" CONC IE 21.11 (NE) 8" CONC IE 21.21 (WSW) CB T -I (7497) RIM 23.59 8" CONC IE 21.53 (NW) 8" CONC IE 21.47 W) CB RIM 12" 12" ASHLEY FURNITURE 65,219 SF USABLE AREA 58,944 SF FLOOR AND DECOR 88,784 SF USABLE AREA 86,337 SF FFE=27.60 CE Ril 12 12 1 NOTE: IF VEHICLE TRACKOUT BECOMES AN ISSUE, MEASURES SUCH AS WHEEL WASH, SHAKER PLATES, OR OTHER APPROVED MEASURES SHALL BE IMPLEMENTED. REMOVE EX STAIRS EX WATER LINE TO BE REMOVED, SEE SHEET C-2.0 FOR PROPOSED WATER LINE INFORMATION CB (`7291) \ RIM : 4.85 \ 12" I SNC, \I. ::�dC 211.16 12" t,0 �!C iE 1.12 . LEGEND REMOVE EX ASPHALT PAVEMENT REMOVE EX CONCRETE PAVEMENT SAWCUT EX PAVEMENT STORM DRAIN INLET PROTECTION PER WSDOT STANDARD PLAN 1-40.20-00 TEMPORARY CONSTRUCTION FENCE COMPOST SOCK L1 EROSION CONTROL NOTES GENERAL NOTES 1. SAWCUT LINES SHOWN ON D-1.0 AND C-1.0 ARE FOR REFERENCE ONLY. CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT AS NECESSARY TO INSTALL NEW CURBS AND TO MATCH EXISTING GRADES. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT APPLICABLE LOCAL, STATE, AND FEDERAL STANDARDS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR PREVENTING SILT -LADEN RUNOFF FROM DISCHARGING FROM THE PROJECT SITE. FAILURE BY THE CONTRACTOR CAN RESULT IN A FINE. THE DESIGNATED TEMPORARY CONTACT PERSON NOTED ON THIS PLAN MUST BE AVAILABLE FOR CONTACT BY TELEPHONE ON A 24 HOUR BASIS THROUGHOUT CONSTRUCTION AND UNTIL THE PROJECT HAS BEEN COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION. 3. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR FROM THE BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION AND THE SITE IS STABILIZED. 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED AND INSPECTED BY THE LOCAL JURISDICTION PRIOR TO ANY CLEARING OR CONSTRUCTION TAKING PLACE. DURING CONSTRUCTION, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE OWNER AND/OR CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 5. THE EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS PLAN ARE TO BE CONSIDERED ADEQUATE BASIC REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION, DEVIATIONS FROM THIS PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN WATER QUALITY. 6. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR ON A FREQUENT BASIS AND IMMEDIATELY AFTER EACH RAINFALL, AND MAINTAINED AS NECESSARY TO INSURE THEIR CONTINUED FUNCTIONING. ALL SEDIMENT MUST BE REMOVED FROM SILT FENCES, STRAW BALES, SEDIMENT PONDS, ETC. PRIOR TO THE SEDIMENT REACHING 1/2 ITS MAXIMUM POTENTIAL DEPTH. 7. AT NO TIME SHALL CONCRETE, CONCRETE BYPRODUCTS, VEHICLE FLUIDS, PAINT, CHEMICALS, OR OTHER POLLUTING MATTER BE PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT DRAINAGE SYSTEM, OR TO DISCHARGE FROM THE PROJECT SITE. 8. THE CONTRACTOR PERFORMING THE WORK SHALL MAINTAIN A SET OF THE APPROVED CONSTRUCTION DRAWINGS ON SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE WORK TO OBTAIN ALL NECESSARY PERMITS FROM THE LOCAL JURISDICTION PRIOR TO COMMENCING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. 10. THE CONTRACTOR PERFORMING THE WORK SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL AT ALL TIMES DURING CONSTRUCTION ALONGSIDE OR WITHIN ALL PUBLIC ROADWAYS. 11. THE APPROVED "TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN" MUST BE IMPLEMENTED PRIOR TO ANY SITE WORK. SEE THE PLANS AND DETAILS FOR FURTHER INFORMATION. 12. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. 13. MAXIMUM SLOPES SHALL BE 2.5:1 HORIZ: VERT FOR FILL SLOPES, AND 2.5:1 HORIZ: VERT FOR CUT SLOPES. 14. ROCKERIES OR OTHER RETAINING FACIUIIES EXCEEDING 4' IN HEIGHT REQUIRE A SEPARATE PERMIT. 15. ALL AREAS DISTURBED DURING CONSTRUCTION WHERE PERMANENT LANDSCAPING WILL NOT BE PROVIDED WITHIN 60 DAYS SHALL BE HYDROSEEDED, OR OTHERWISE STABIUZED, AS REQUIRED. STRAW MULCHING OR PLASTIC SHEETING ARE ACCEPTABLE ALTERNATIVES TO TEMPORARY HYDROSEEDING DURING PERIODS OF LOW GROWTH. 16. ALL AREAS DISTURBED DURING CONSTRUCTION WHERE PERMANENT LANDSCAPING WILL NOT BE PROVIDED WITHIN THE NUMBER OF DAYS SPECIFIED BELOW SHALL BE HYDROSEEDED, OR OTHERWISE STABILIZED, AS REQUIRED. STRAW MULCHING OR PLASTIC SHEETING ARE ACCEPTABLE ALTERNATIVES TO TEMPORARY HYDROSEEDING DURING PERIODS OF LOW GROWTH: DURING THE DRY SEASON (MAY 1 - SEPT. 30): 7 DAYS DURING THE WET SEASON (OCTOBER 1 - APRIL 30): 2 DAYS 17. SLOPE STABILIZATION. CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. ROUGHENED SOIL SURFACES ARE PREFERRED TO SMOOTH SURFACES. INTERCEPTORS SHOULD BE CONSTRUCTED AT THE TOP OF LONG, STEEP SLOPES WHICH HAVE SIGNIFICANT AREAS ABOVE THAT CONTRIBUTE RUNOFF. CONCENTRATED RUNOFF SHOULD NOT BE ALLOWED TO FLOW DOWN THE FACE OF A CUT OR FILL SLOPE UNLESS CONTAINED WITHIN AN ADEQUATE CHANNEL OR PIPE SLOPE DRAIN. WHEREVER A SLOPE FACE CROSSES A WATER SEEPAGE PLANE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHOULD BE PROVIDED. IN ADDITION, SLOPES SHOULD BE STABILIZED IN ACCORDANCE WITH ITEM (17) ABOVE. 18. STORM DRAIN INLET PROTECTION. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 19. DUST ON THE SITE SHALL BE CONTROLLED PER LOCAL JURISDICTIONAL AIR QUALITY REQUIREMENTS. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. SOIL AMENDMENT NOTE ALL SOILS IN DISTURBED AREAS THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE MUST BE AMENDED WITH ORGANIC MATTER. AMENDED SOILS MUST MEET THE SPECIFICATIONS OF BMP T5.13, AS A PART OF PERMANENT SITE STABILIZATION. . APPROVED OCT 042017 City of Tukwila PUBLIC Works FOR CITY OF TUKWILA STANDARD ESC NOTES SEE SHEET CV -1.1 D 11111111 1111111111 REVIEWED FOR CODAE OCT 0 6 2011 City of Tukwila BUILDING y�DSION CITY OF TUKWILA AUG 11 2017 PERMIT CENTER N DatE BY Revision Descr.-iptic Deekred issue LRR Cra LRR 08/11/2017 PERMIT Checked clad I WFF 10-298-006 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 WWW.PACLAND.cOM FLOOR AND DECOR 17661 SOUTHCENTER PARKWAY DEMOLITION AND ESC PLAN D-1.0 TUKWILA, WA Aug 11, 2017 — 10:32am Southcenter Pkwy\2DWGS\TUFD010D.dwg S: \Washington\TUKWILA\Centerpoint\1760 DRAINAGE GRATE GRATE FRAME SEDIMENT AND DEBRIS -- 5" MAX. TRIM OVERFLOW BYPASS 1. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORM WATER STRUCTURE IT WILL SERVICE. 2. THE BIGD SHALL HAVE A BUILT-IN HIGH FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 3. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL 4. PERFORM MAINTENANCE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 8-01.3(15). BELOW INLET GRATE DEVICE (BIDG) FILTERED WATER WSDOT NOT TO SCALE DRAINAGE GRATE RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM (TYP.) BELOW INLET GRATE DEVICE (BIGD) INLET PROTECTION DETAIL iso. to By n Deacriptiar NTS Deftned LRR Drawn l3 LRR 08/11/2017 PERMIT Prefect I WFF 10-298-006 OVERFLOW BYPASS (TYP.) WSDOT SANDBAG • • ` l . . -- 1 , 1 \-, 11 1 COMPOST SOCK PAVEMENT SAWCUT 8" MINIMUM 1. COMPOST SOCK SHALL BE IN ACCORDANCE WITH WSDOT STD. SPEC. 9-14.5(6). 2. SECURELY KNOT EACH END OF THE COMPOST SOCK. OVERLAP ADJACENT COMPOST SOCK ENDS 12" (MINIMUM) BEHIND ONE ANOTHER AND SECURELY 11E TOGETHER. 3. REMOVE SEDIMENT FROM THE UP SLOPE SIDE OF THE COMPOST SOCK WHEN ACCUMULATION HAS REACHED 1/4 OF THE EFFECTIVE HEIGHT OF THE COMPOST SOCK. 4. PERFORM MAINTENANCE IN ACCORDANCE WITH WSDOT STD. SPEC. 8.01.03(15). COMPOST SOCK NTS APPROVED OCT 0 4 2017 City of Tukwila PUBLIC Works 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 WWW.PACLAND.COM REVIEWED FOR CODE COMPLIANCE APPROVED OCT 062017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 11 2017 PERMIT CENTER FLOOR AND DECOR 17661 SOUTHCENTER PARKWAY D-2.0 ESC DETAILS TUKWILA, WA S: \Washington\TUKWILA\Centerpoint\17601 Southcenter Pkwy\2DWGS\TUFD110S.dwg i NE 1/4, NW 1/4, SEC.35, TWP.23N., RGE.4E., W.M. GRAPHIC SCALE 30 0 15 30 60 NI 120 ( IN FEET) 1 inch = 30 ft. R=9.5' CURBED LANDSCAPE ISLAND (TYP) 11110 A `No,)N 'Q),. • ,ry,� Know what's below. Call before you dig. 0) T 25.13' =--19' 4). EXTERNAL LOADING AREA NEW STORE ENTRY LOCATION ASHLEY FURNITURE 65,219 SF USABLE AREA 58,944 SF 10 f n FLOOR AND DECOR GROSS AREA = = : ,784 SF USABLE AREA = 86,337 SF 0 0 25'---(017' n 25' RETAINING WALL WITH 42" FENCING, SEE SHEET C-2.0 FOR WALL HEIGHTS CONTRACTOR TO REMOVE AND REPLACE PAVEMENT AS NECESSARY TO ACCOMMODATE INSTALLATION OF NEW STORM DRAIN AND WATER UTILITIES TRUCK DOCK TRASH COMPACTOR SITE KEY NOTES AREA STRIPED AT SINGLE WHITE (4") LINES AT 45' ® 2'-O" 0.C. ® CONCRETE CURB 6" PIPE BOLLARD TYP. SEE ARCH. PLANS CONCRETE SIDEWALK CONCRETE FLUSH CURB W/ TURNDOWN QF PAINTED DIRECTIONAL ARROW © DETECTIBLE WARNING SURFACE QH WHEEL STOP Q FLOW-THROUGH CURB SCUPPER ACCESSIBLE PARKING STALL ("VAN" INDICATES VAN ACCESSIBLE STALL) ® HEAVY-DUTY CONCRETE PAVEMENT © STANDARD DUTY ASPHALT PAVEMENT 0 LEGEND ASPHALT PAVEMENT HEAVY-DUTY CONCRETE PAVEMENT CONCRETE SIDEWALK LANDSCAPED AREA CONCRETE FLUSH CURB W/ TURNDOWN CONCRETE CURB PROPERTY LINE NUMBER OF PARKING STALLS PER ROW ACCESSIBLE PARKING STALL MARKING COMPACT STALL MARKING SIGN PARKING DATA c 1 REQUIRED PARKING REQUIRED RATIO USABLE BUILDING SQUARE FOOTAGE REQUIRED PARKING PROVIDED PARKING STANDARD STALLS COMPACT STALLS ACCESSIBLE STALLS TOTAL STALLS SITE DATA 2.5 / 1,000 SF USABLE BUILDING AREA 145,281 SF 364 349 20 10 379 APPROVED OCT 0 4 2017 City of Tukwila PUBLIC Works DEVELOPMENT COVERAGE 36% 0j RECEIVED CITY OF TUKWILA AUG 11 2017 PER FOR GRADING, DRAINAGE AND CI FOR LIANCE APPROVED OCT 062017 OF TUKWILA NOTES SEE SHEET CV ' 1.1City of Tukwila BUILDING DIVISION O. Dat BY Revision. Description pedaled Issue Dates LRR Drawn.l LRR 08/11/2017 PERMIT ed1 WFF 10-298-006 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 WWW.PACLAND.COM FLOOR AND DECOR 17661 SOUTHCENTER PARKWAY C-1.0 SITE PLAN TUKWILA, WA Aug 11, 2017 10:33am S: \Washington\TUKWMLA\Centerpoint\17601 Southcenter Pkwy\2DWGS\TUFD120G.dwg b1 ;3 H (D1 i 1 • CB T1 RIM 25.72 CONC IE 21.59 (N 12" CONC IE 21.4A - 1:.45'1 FLOW-THROUGH427 CURB SCUPPER CB T -I (2 9) RIM 28.38 12" CONC IE 20. L (N) ` a" CONC IE 20.45 k;:") NE 1/4, NW 1/4, SEC.35, TWP.23N., RGE.4E., W.M. SDMH (7556) f RIM 28.48 12" CONC IE 20.59 (IN, b" ADS IE 19.93 (N ADS IE 20.09 (S Sb28.12±1 427.47' 27.87± 28.27± 28. 8± 28.37± • 41414 "Akt GRAPHIC SCALE 30 0 15 30 60 el IP 120 ( IN FEET ) 1 inch = 30 ft. 427.59' 27.54± Know what's below. CaII before you dig. 26.15± 27.37± 26.09k CB T -I (7407)1 RIM 25.70 k 12" CONC IE 22.95 (NW 12" CONC IE 2 ;. (SE 8" CCNC 1E 2 c n' 426' SAWCUT LINE MITS OF" PAVEMENT REPLACEMENT 25.77± ti '425.0-6 1 424.62' 27.64± STALLS AND LANDING, MAX SLOPE 2% IN ANY DIRECTION 27.13 27.55± Z CB T --I (7453) 12" Ri1 25.46 CONC IE 22.18 (N " CONC IE 22.05 (ESE 8" CONC IE 22.26 (W PAVEMENT FLUSH WITH SIDEWALK PAVEMENT FLUSH WITH SIDEWALK 26.61± CBT -I(' RIM 25.4" 12" CONC 12" CONC 27.21± 426.36'' ASHLEY FURNITURE 65,219 SF USABLE AREA 58,944 SF FLOOR AND DECOR GROSS AREA = :,784 SF USABLE AREA = 86,337 SF 426.62' 26. 9± CB T -I RIM 25.E 12" CMP 12" CMP 25 79' 25.76± 2 .60 \ 26.11± \ CB(291)\ RIM 4.85 \ 12" C;9NCsx` I. C�aC 211.16 N 12"CONC JE 1.12 (W mu 0 1.J / CONSTRUCTION KEY NOTES QA CONNECT TO EX STORM DRAIN. CONTRACTOR TO FIELD VERIFY INVERT ELEVATION PRIOR TO CONSTRUCTION OF NEW STORM DRAINAGE SYSTEM. © FLOW-THROUGH CURB SCUPPER LEGEND EX. CONTOUR PROPOSED CONTOUR XX STORM DRAIN PIPE SD SPOT ELEVATION (TP UNLESS OTHERWISE NOTED) DESIGN PAVEMENT SLOPE TYPE 1 CB AREA DRAIN WATER QUALITY STRUCTURE 8'X8' MODULAR WETLAND SYSTEM WATER PIPE BEND WITH THRUST BLOCK RETAINING WALL (SEE ARCH. PLANS) XX.XX X.X% ■■ w EARTHWORK QUANTITIES EARTHWORK VOLUMES SHOWN BELOW REPRESENT THE DIFFERENCE BETWEEN FINISHED AND EXISTING GRADE SURFACES WITH NO ADJUSTMENTS MADE FOR SURFACE PREPARATION REQUIREMENTS OR SUBGRADES. THE VOLUMES ARE APPROXIMATE ONLY, AND ARE NOT TO BE USED FOR BIDDING PURPOSES. CUT: 10 CY FILL: 930 CY NET: 920 CY (FILL) STRUCTURE TABLE # TYPE RIM IE IN IE OUT 0 TYPE 1 CB* 25.46 21.04 21.04 0 AREA DRAIN* 25.38 21.09 21.09 O3 MODULAR WETLAND RIM=25.24 FL=24.74 - 21.11 0 TYPE 1 CB* 25.15 21.42 21.42 O5 TRENCH DRAIN 23.55 - 21.90 NOTE: ASTERISK DENOTES SOLID LID; ALL OTHER CATCH BASINS SHALL HAVE OPEN GRATES PIPE TABLE # DIA (IN) L (FT) SLOPE (FT/FT) MATERIAL 171 NOT USED 2 12 11 0.005 HDPE I3I 12 3 0.005 HDPE 4 NOT USED 12 24 0.020 HDPE 5 APPROVED OCT 0 4 2017 City of Tukwila PUBLIC Works Dkil *FOR GRADING, DRAINAGE AND CI OF TUKWILA NOTES SEE SHEET CV 1. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 6 2017 City of Tukwila UILDING DIVISION RECEIVED CITY OF TUKWILA AUG 11 2017 PERMIT CENTER Date BY Revision Description'' DeckPled team LRR Drawn E LRR 08/11 /2017 PERMIT Checked oitoct WFF 10-298-006 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 WWW.PACLAND.COM GRADING AND DRAINAGE PLAN C-2.0 FLOOR AND DECOR 17661 SOUTHCENTER PARKWAY TUKWILA, WA 11, 2017 — 10:33am CTI S: \Washington\TUKWILA\Centerpoint\17601 Southcenter Pkwy\2DWGS\TUFD130U.dwg / 9 / NE 1/4, NW 1/4, SEC.35, TWP.23N., RGE.4E., W.M. • • GRAPHIC SCALE 0 15 30 60 120 ( IN FEET) 1 inch = 30 ft. • NN. A 49 '4y Know what's below. Cali before you dig. p s ss SD Nos • CONTRACTOR TO COORDINATE WITH PUGET SOUND ENERGY FOR GAS SERVICE CO NEC11ON. 1 RELOCATE GAS SERVICE LINE AND METER (BY OTHERS). CONTRACTOR TO PROVIDE TRENCHING BEDDING, AND BACKFILL PER PUGET SOUND ENERGY REQUIREMENTS. ASHLEY FURNITURE 65,219 SF USABLE AREA 58. • SF 1 j FLOOR AND DECOR GROSS AREA = = ,784 SF USABLE AREA = 86,337 SF 28LF 12" WA 11 11 5OLF 12j WA - GENERAL UTILITY NOTES 1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD SPECIFICATIONS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY AXIS SURVEY AND MAPPING, DATED JULY 11, 2017. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY, AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE, SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE\FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE U11UTY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 5. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 6. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 7. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 8. MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. 9. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY ONES, STORM LINES AND GAS LINE (EXISTING AND PROPOSED), THE SANITARY UNE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWWA C-151) (CLASS 50). 11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 13. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 14. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 15. GAS PIPING SHOWN FOR COORDINATION ONLY. INSTALLATION OF THE GAS MAIN AND METER TO BE ACCOMPLISHED BY U11UTY PROVIDER. • WATER NOTES EX FIRE HYDRANT TO REMAIN 1. ALL CONSTRUCTION/INSTALLATION OF WATER MAINS SHALL BE DONE IN A SAFE, NEAT AND WORKMANLIKE MANNER, AND UNDER SUPERVISION BY UTILITY PROVIDER FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATING AGENCIES MUST BE MET. N b 2. WATER MAIN PIPE MATERIAL SHALL BE CLASS 52 DUCTILE IRON OR PVC PIPE MEETING LOCAL REQUIREMENTS. POLYETHYLENE WRAP IS REQUIRED ON ALL METALS. r 3. AN 18 -INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS ON A MAIN LINE. 4. CLASS 52 DUCTILE IRON MAY BE DIRECT TAPPED FOR 3/4 INCH AND 1 -INCH SIZE SERVICES. SADDLES SHALL BE USED ON ALL TAPS 1-1/4" - 2" DIAMETER IN ANY PUBLIC MAIN. 5. ALL ELBOWS/BENDS ON WATER MAINS SHALL HAVE THRUST BLOCKS. 6. A DEPTH OF 36" FROM FINISHED GRADE TO THE TOP OF THE WATER MAIN IS REQUIRED. PLACING WATER LINES SHALLOWER THAN 36" IS PROHIBITED. 7. ALL NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, AND CHLORINATED BY THE CONTRACTOR, AND INSPECTED BY UTIUTY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. 8. ALL BACKFLOW PREVENTION DEVICES (DOUBLE CHECK BACKFLOW PREVENTORS, REDUCED PRESSURE BACKFLOW PREVENTORS, PRESSURE AND ATMOSPHERIC VACUUM BREAKERS, ETC.) MUST BE APPROVED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. 9. ALL NEW CONNECTIONS TO EXISTING WATER MAINS REQUIRE ISSUANCE OF A PUBLIC WORKS PERMIT AND INSPEC110N BY THE CITY OR GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO BACKFILLING. 10. BACKFLOW PREVENTION DEVICES SHALL BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS. 11. EXTERNAL WATER METER AND BACKFLOW PREVENTION VAULTS SHALL BE GASKETED IN AREAS OF HIGH GROUNDWATER OR NEAR STORMWATER MANAGEMENT FACILITIES AS REQUIRED BY THE UTILITY PROVIDER, CONTRACTOR TO CONFIRM. CITY OF TUKWILA UTILITY NOTES 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4 -FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS-OF-WAY OR EASEMENTS AFTER ASPHALT PAVING. 5OLF LEGEND GAS METER GAS PIPE G STORM DRAIN PIPE SD WATER PIPE BEND WITH THRUST BLOCK SD 1 1.41111111111111111 w APPROVED OCT 04 20117 City of Tukwila PUBLIC Works CONSTRUCTION KEY NOTES ® CONNECT TO EX STORM DRAIN, VERIFY EX IE ® CONNECT TO EX WATER © SAWCUT, REMOVE AN PAVEMENT AS NEEDE NEW WATER LINE ® 1-12" 45' BEND 1 -THRUST BLOCK ® 1-12" 90' BEND 1 -THRUST BLOCK QF 1-12"X6" TEE 1 -THRUST BLOCK D FOR LIANCE littOF AUG 11 2017 PERMIT CENTER Dat BY Revision Descriptio Dealwied LRR Drawn LRR Clocked WFF I es 08/11/2017 PERMIT Proied r 10-298-006 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 WWW.PACLAND.cOM FLOOR AND DECOR 17661 SOUTHCENTER PARKWAY TUKWILA, WA UTILITY PLAN C-3.0 2017 10:33am • -2 S: \Washington\TUKWILA\Centerpoint\17601 6" RISER SECTION #3 BAR EACH CORNER 12" RISER SECTION PRECAST BASE SECTION (MEASUREMENT AT TOP OF THE BASE) NOTES: 1. MAXIMUM DEPTH FROM FINISHED GRADE TO PIPE INVERT SHALL BE 5'-0". 2. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 (AASHTO M 1991) & ASTM C 890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. 3. REBAR WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A 497 (AASHTO M 221). DO NOT PLACE WIRE FABRIC IN THE KNOCKOUTS. 4. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. 5. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAXIMUM DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR 'D' SHAPE. PIPE TO BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS. 6. KNOCKOUT OF CUTOUT HOLE SIZE SHALL BE EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. 7. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2" PER FOOT. 8. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR -F -621D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT. 9. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 10. VANED GRATE, REFER TO DS -06. 11. REFER TO DS -06 FOR CATCH BASIN MARKINGS. • NOT TO SCALE • City of Tukwila CATCH BASIN TYPE 1 SHEET: DS -01 REVISION #1: 08.03 APPROVAL: B. SHELTON TYPE 1 CATCH BASIN NTS RIGID PIPE SUBGRADE ELEVATION (D.I., CONC.) 0 FLEXIBLE PIPE (CPEP CMP, PVC) PIPE BEDDING PIPE AS SPECIFIED ON PLAN OR SPECS. NOTES: 1.5XI.D.+18 24" MIN. 1. IN PAVED AREAS AND RIGHTS-OF-WAY, BACKFILL WITH 5/s" MINUS CRUSHED ROCK TOP COURSE, COMPACTED IN MAXIMUM 6" LIFTS, TO 90 % MODIFIED PROCTOR PER ASTM D-1557. 2. IN UNPAVED AREAS BACKFILL WITH NATIVE MATERIALS OR GRAVEL AND COMPACT IN MAXIMUM 12" LIFTS TO 90% PER ASTM D-1557. 3. NATIVE BACKFILL MATERIAL AT UNPAVED AREAS SHALL NOT HAVE PARTICLE SIZE GREATER THAN 1" WITHIN 6" OF THE PIPE EXTERIOR. • 4. COMPACT PIPE %" CRUSHED ROCK BEDDING TO 90% MODIFED PROCTOR PER ASTM D-1557. NOT TO SCALE • City of Tukwila TRENCH BEDDING AND BACKFILL SHEET: DS -14A REVISION #1: 08.03 APPROVAL: B. SHELTON TRENCH BEDDING & BACKFILL (UNPAVED) NTS o Date BY CevisIon Description NE 1/4, NW 1/4, SEC.35, TWP.23N., RGE.4E., W.M. GROUND II-1Pille 11:=1L :I AIL=.1101E I =ILI1I-I PAVEMENT OR GROUND U U LILIUUUUUULILIDUUULIU 4•'. 3/8"0X3" GALV. EYE BOLT WELD 24" GALV. CHAIN 200# OUTLET DRAIN PIPE, SIZE PER PLANS GROUT //%Z/ d7/ 4 INLET DRAIN PIPE, SIZE PER PLANS INSTALL TEE ON OUTLET PIPE 24" 0 CONCRETE SEWER PIPE e _-i`._.� .tea• i _ _ _ •• 4" MIN. CONC. CL. 'B' ELEVATION NOTES: 1. FOR USE AS SMALL CATCH BASIN OR DISTRIBUTION BOX. 2. FOR USE IN NON -TRAFFIC AREA ON PRIVATE PROPERTY. 3. SOLID CONCRETE COVER WHEN USED AS A DISTRIBUTION BOX. 4. COMPACT SUBGRADE TO 90 % MODIFIED PROCTOR. 5. REFER TO DS -03 2 OF 2 FOR MATERIAL DIMENSION. • NOT TO SCALE • City of Tukwila CATCH BASIN YARD DRAIN SHEET: DS -03 1 OF 2 REVISION #1: 08.03 APPROVAL: B. SHELTON CATCH BASIN YARD DRAIN NTS RIGID PIPE FLEXIBLE PIPE (D.I., CONC.) EXISTING STRUCTURAL SECTION PROVIDE NEAT, STRAIGHT LINE WHERE MATCHING EXISTING PAVEMENT, TACK AND SEAL EDGES (CPEP, CMP, PVC) I 4' MIN. OR MATCH EXISTING, WHICHEVER IS GREATER, COMPACTED THICKNESS ASPHALT CONCRETE PAVEMENT - HMA CLASSY" BACKFILL 24" MIN. DEPTH FOR WATER LINES 4' 4 . PIPE BEDDING PER WSDOT 9-03.16 95% COMPACTION PIPE AS SPECIFIED ON PLAN OR SPECS. NOTES: 4" 111 -1 ISI II 1-1 I II II I F 1.5XI.D.+18 24' MIN. 1I - j ui. ilr 1. IN PAVED AREAS AND RIGHTS-OF-WAY, BACKFILL WITH %" MINUS CRUSHED ROCK TOP COURSE, COMPACTED IN MAXIMUM 6" LIFTS, TO 90% MODIFIED PROCTOR PER ASTM D-1557. 2. IN UNPAVED AREAS BACKFILL WITH NATIVE MATERIALS OR GRAVEL AND COMPACT IN MAXIMUM 12" LIFTS TO 90% PER ASTM D-1557. 3. NATIVE BACKFILL MATERIAL AT UNPAVED AREAS SHALL NOT HAVE PARTICLE SIZE GREATER THAN 1" WITHIN 6" OF THE PIPE EXTERIOR. 4. COMPACT PIPE %" CRUSHED ROCK BEDDING TO 90% MODIFED PROCTOR PER ASTM D-1557. 5. WRAP FITTING IN PLASTIC BEFORE USING CONTROLLED DENSITY FILL (CDF). • NOT TO SCALE • City of Tukwila TRENCH BEDDING AND BACKFILL - PAVEMENT RESTORATION SHEET: DS -14B REVISION #1: 08.03 LAST REVISION: 04.08 APPROVAL: BOB GIBERSON, CITY ENGINEER TRENCH BEDDING & BACKFILL (PAVED) lame LRR Dravin LRR 08/11/2017 PERMIT CMck PrP WFF 10-298-006 2 CATCH BASIN YARD DRAIN NTS A 8 PADS (1-1/8". 2'. 1/8" THICK) B- c -- 3/4" DIA. HOLE J 1/2" DIA. HANDLE -1 L A C - 1/2" 1 1' 11/16' 'CC>. 4J4d� 2-1/8" 1-7/8" 2-1/8° 1-7/8" F^ r � I O I B- 24° PLAN 1/4" J --- 4-3/4" -41 I/ Ii 1-1/2" 12I-31/8" SECTION A -A SECTION B -B DETAIL OF HANDLE SECTION C -C L3/4' HOLE 1/2" DW DETAIL D • NOT TO SCALE • City of Tukwila CATCH BASIN SOLID METAL COVER SHEET: DS -04 REVISION #1: 08.03 APPROVAL: B. SHELTON CATCH BASIN SOLID COVER NTS SITE SPECIFIC DATA PROJECT NAME MATERIAL DIMENSIONS PROJECT LOCATION TO SCALE WITH OR WITHOUT PERFORATION INSIDE DIAMETER 12" T & G 18" 24" 24" T & G DEPTH 36" 36" 36" 36" OR 48" WALL THICKNESS 2" 2-1/2" 3-1/4" 3" BELL O.D. 16" 27" 33" 30" BELL I.Q. 14" 22" 27-7/8" 27-1/2" BELL DEPTH 1-3/8" 3-1/2" 3-1/2" 2" GRATE DIAMETER 13-7/8" 21-7/8" 27-3/4" 27" GRATE THICKNESS 1-7/16" 3-1/2" 3-1/2" 2" APPROX. WEIGHT 300# 400# 975# 825#, 1100# TBD OR/F7CE SIZE (DIA. INCHES) ..../ea MAXIMUM PICK WEIGHT (LBS) NOTES: BELL RECESS. A BASE SLAB. -TRAFFIC AREAS NOT \,.._ 1. SET GRATE INTO 2. MAY REQUIRE 3. FOR USE IN NON ON PRIVATE PROPERTY. 0 4o4laLti o 1% City of tai 40 Tukwila �' `la 1908 .49 ` CATCH BASIN YARD DRAIN SHEET: DS -03 2 OF 2 REVISION #1: 08.03 B. SHELTON CATCH BASIN YARD DRAIN NTS A 8 PADS (1-1/8". 2'. 1/8" THICK) B- c -- 3/4" DIA. HOLE J 1/2" DIA. HANDLE -1 L A C - 1/2" 1 1' 11/16' 'CC>. 4J4d� 2-1/8" 1-7/8" 2-1/8° 1-7/8" F^ r � I O I B- 24° PLAN 1/4" J --- 4-3/4" -41 I/ Ii 1-1/2" 12I-31/8" SECTION A -A SECTION B -B DETAIL OF HANDLE SECTION C -C L3/4' HOLE 1/2" DW DETAIL D • NOT TO SCALE • City of Tukwila CATCH BASIN SOLID METAL COVER SHEET: DS -04 REVISION #1: 08.03 APPROVAL: B. SHELTON CATCH BASIN SOLID COVER NTS SITE SPECIFIC DATA PROJECT NAME PROJECT LOCATION STRUCTURE ID TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) TREATMENT HGL AVAILABLE (FT) PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE PIPE DATA I.E. MATERIAL DIAMETER INLET PIPE 1 INLET PIPE 2 OUTLET PIPE PRETREATMENT BIOFTLTRATTON DISCHARGE RIM ELEVATION SURFACE LOAD PARKWAY OPEN PLANTER PARKWAY FRAME & COVER 030" N/A 024" WETLANDMEDIA VOLUME (CY) 4.84 WERANDMEDIA DELIVERY METHOD TBD OR/F7CE SIZE (DIA. INCHES) 02.16" MAXIMUM PICK WEIGHT (LBS) TBD NOTES: VERTICAL UNDERDRA/N MAN/FOLD I- CURB OPENING 1-----5' 0' MAXI PLAN VIEW OUTLET PIPE SEE NOTES DRAIN DOWN f7LTER DRAIN DOWN LINE INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT. 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. 3. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNEC770N STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH f7NISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. DRIP OR SPRAY IRR/GAT7ON REQUIRED ON ALL UNITS WITH VEGETATION. GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERLALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIf7CAT1ONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIf7C DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. 6' 8' 0" 9' 0" ELEVATION VIEW PLANT ESTABLISHMENT MEDIA CURB OPEN/NG C/L MANHOLE LEFT END VIEW BIOFILTRATION/PRETREATMENT RIGHT END VIEW D/SCHARGE/B/OF/L TRAT/ON APPROVED OCT 0 4 2017 city at Tukwila PUBLIC Works oicho REVIEWED FOR ;ODE COMPLIANCE APPROVED OCT 0 6 2017 TREATMENT FLOW (CFS) 0.230 OPERATING HEAD (F7) 3.4 PRETREATMENT LOADING RATE (GPM/SF) TBD WETLAND MEDIA LOADING RATE (GPM/SF) 1.0 THE PRODUCT DESCRIBED MAY BE PROTECItu BY ONE 0R MORE OF 1H£ FOLLOWING US PAiEN13: 7425,262.• Z470,362; 7,674,378; 4303,816; RELATED FOREIGN PATENTS 0R 017I5? PA1EN15 PENDING PROPRIETARY AND CONFTDENTAL: THE INFORMATLON CONTAINED LI THIS DRAWING IS THE SOLE PROPERTY OF MODULAR WETLANDS SYSTEMS ANY REPRODUCTION W PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF MODULAR WEILWOS SYSTEMS IS PROHIBITED. MODULAR www.ModalarWeflands.com 1 /855/ 5MOD-WET MWS -L -8-8-C STORMWATER BIOFILTRATION SYSTEM STANDARD DETAIL MODULAR WETLAND WATER QUALITY STRUCTURE (8' X 8') NTS City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 11 2017 PERMIT CENTER 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 WWW.PACLAND.COM FLOOR AND DECOR 17661 SOUTHCENTER PARKWAY TUKWILA, WA STORM DRAINAGE DETAILS C-6.0 Aug 11, 2017 10:33am S: \Washington\TUKWILA\Centerpoint\17601 Southcenter Pkwy\2DWGS\TUFD260D.dwg ITH JAY Rk, .SMITIIt F .CO, DiVISION OF SMITH INNDUSTRIES. IN , - Mi:MrA� aeL244770- ,r,.,i. z sgFog$..H.ENVIRQ F :.SYSTP4 FUNCTION: CTION: U d in ell cur oo<drainage r pIicalIono,• may bo aecornblod in any Inn I intorloolttrig n.,uo.an ,grOOve ends. Tars reduces installation - t me:.and.cos't, providing an engineered sloped solution for drainage' requireretit.. 491-2•104 (15 miett rs)Sloped 4" Horizontal. Outlet Cap Fits Channels #10 thru #15 4�tii�at:l lu5iny End Cap Specify Shallow or Deep End NTE: AU 1 Meter Lepg Sloped :and Neural Channels havea Molded 4" 1111 rn No -Hub bottom _Chnne on. Thi #095N 1 1/2 Meter Ciannef does net have a, bottom Outlet Con ieciidn I -sr Penni 6.5"gi65m i - (ti tier)-�� r1125M411) 41' (1 rtarnalr' 15410 'GlY nnvi 'Clio REGULARLY RLY FURNISHED: 1 MOO (.28) 100% PolY.propyIene with U.V. Inhibitors. Channel of Interlocking D1tisign with a BilitOd SIc p of .6 %• With' Radiused Bottom. Supplied with Secured,Crate. "No e:• Ii catch bast 13pe 1€ i far"anis other chapel c t for the 8#15 oilart el, a _halloo'., hir.:0 must ba ordered part number 99301 -ESI{ VARIATIONS: Grate Specifications (See, B a. ) Closing End Cap Horizontal Outiet:4' Channel Chair Catch Basin Only 9935 (Specify Outlet; Cli tnel) Catch Basin Bucket, available catch lain only; 9935. . Nth T is trench drainage, vstcm is designed ter Uor1 +� 1 a1 p1p1t it"a its` vr11y��F. as hd .arra rio prOvistc'rrs fa'r a fiashing311arl or flashi arrip 0311110 A Isled Black Overlay Rail 11-20-07 i Added 4"lHodzontzl Outlet i 17 A..d.s4 e,. N DATE DESCRI CON CM V WEIGHT POUNI0S oLUME icu iic Fggr to Date BY eViBion De scripfio talnleteSteel Overlay Rail Edge (Type 304) Ra.nte Arrow. Black Pelypropyiene Overlay Rail Edge FI UR NUMBER 930 NE 1/4, NW 1/4, SEC.35, TWP.23N., RGE.4E., W.M. ITHR JAY R. STH MFG. D}VISIOI4i'OF SMITFtorpm. -3217 II+E[ JSTi IEIa..IC+1 ' MUMMERY, ALABAMA a r• iliSA11 179434-47741610 F -172.7395 wimlarriteLcurn 2 0 N 106 0 z 2 1111 -9930 SERIESVI I.;SYSTEM NO: Tte;11. deter Channel. does not have -a Vertil Outlet. Light Duty, DI 191580 Class A--,;-..0,500 Ibs. -70 psi For dedesmarr, 'wheat was and bucycte IratI -0,.17:1967110-GF.- 114 d a. earfaratad galv..staat wale (27 8t} 997�tr=4211 -: 'C!4 3l9 mitt tett tia1'. siSsi gi�I : (42_6090.1144 $07Et itS_i F- 4 71a' x1".`vim+ lestar.be lass: Oar. grata144.00 SCJ. IN 1. (Ion -Loc) 570 0-V - 47/8"'4 318" vinAddiar 'Oar glasa frar 0rpte.(113.O0 mom, * 9670.4 - - 314 OM -slotted stainras steel grata. (42.60 II4 - jes7o4st--seRv.114d6 . p forced leirri steel grtd (27,6 SQ..I N.) 987I 445;1 1 I At -13116 x 3/16 longitudinal stainless stest,0 r to ( . 50.'1N) 9 7E 494 -PADA 1, 314 x 161 at diti 8101 q Aftrt'c tytele ale (28.0 SO. IN) iwrna070.444.--PApAG4 i ofkir! 1 + kii4A sapu uldt aY Jolene: ate (2810 O. tN.) 1' 9 t`l!.431.-NPP-1 tatw x 2 srpltld,black.pc ;rpr Iarra grata. girl-Q-loa (17.00`.SQ, !N.), p> ; IJ U 'moo ,c aos46,cos 1,t . l - C rnrn i pn i rr 011'0 C r .Melia anitruerit it 9870 -405 -GM -1/' 6 1121 itudir .i'galv.'st�e3 sTe t. liar (125.0 i.IN.) .07041:1 F ID- 114 40.. rr +ra . ld. t el gi (27:8/.,141p,:,1 ' 4R7n41(.0 x 0.tginttaltoniyent --.604AlezOtet Quiri 1: 967 2`5- HI]- 3.114 3i Waslottiacl ga r. steel grate. :3570030. 6t •1-13116 x 1/21Ongit final s1a`rn1ess .51011 Stet bar: roti -(12.5 3 SO: IN) 870,455;66H0 -:0114.x aloha: int $ *t el grata t42.cp. . ata4 96714&;pi-31611671,..)t-30r ai`VOte. (?1.0660.IN) :(Nlon QL ickLoc) . �rrl 9810-4.65P'=1 J4 v1�. paI"Cecl.I.$6ee1 gjrae ar 9370 479- IDqq_f�Moss.`alc palters ductile Iran grate (1[scL irr) . 4"197o -485 -Ps -114 dia. per raterl.brass grata 1:3(27,6+0 .9.N.) 987092 -RIS -1 1,+2 x 13/1 ;5lcd In oeritsl grate (1 3t SC . IN): a 'Supplied with liTCRAULIC. CAPACITY DerP C D. CF1115. 0.5TSTE414 &CNIEL I NUMBER DEEP END DEPTH IN. MM. SLOPE SINGLECENNEL EST CFS. EST GPM 'WEIGHT Lbs 9930-1 5.61 144 0.6% 0.0% .29 ' 9 126 128 -9.00 .9.00 I.9930 -1N. 563 1 I. 9g2: 5.87- 150 0.60. .31 141 10.00 8 ' 150 €I 0% . 1 14`1 1511 10.00_ 11.00 _ 1 9930-3 6.11. 156 . . 0.5% om .34 0;131}- N .11 156 0.0 _ 151 11,00` 19930-4.< 6.35 161 O,6% .36 164- 12.00 9s3 # _ 645_ __ _161 _ 10% .36 ° 164 12,1 1 .5 1 16 I. t ,tl; _ .39� m 177 117 12,00 12.0(1 ..:99310-5_ _¢ 9830-_: 8.59: 0- 6.83 115 0.0 .42 187 12,00 € 9 CLStst 6.83 175 0.0% X42: 187: 12'.t I 7 OT 131 0,6 . +45' 200: 12,0 I -9930-;�N, 1 7.07' 181 0.0% .45 200 12.00 7.31 187 0.6 .47' 213 13.00 • I •9 0` J 7.31 18.7 0.0% .47 213 130.0. 19930-9; •7. 193 E6% .49 4 14.00 19930-( 5 7.55 193 0.0% .25 114 6.00 L9930- N 7.55 193 0,0 .4�9. 224 14u , 1 ' 30-10' 7.79' 199 0.6 : 3 237 15.00 I 30-10N 7.79 199 0.0% .5 • 23 15.1 9930-11: 8.03' 205 0.6% .517 . 6 250 0 '1 .0O. 15. . 936-11N 8.03` "206 0.0° 1 9 30-12. 8.27 .21 0.6. 8 61 15.0II_.: 9930-12N 8,27212. 0.0%u58,.. 261. 15.00. 30-13 -8.51 218 0.6% .61 274 "1 . - 9930 -13N 6.51 2 8 0.0% _51 4 15.013 I 9930.14 13.75 224. 0.13° .64 _ _. 287 15.00 I '99930-141 0.75. 22 0.0% 34 227 15.0 i 9930-15 8.90: 230 0„6% .67 301 15.00 NOTE: The grate sl curing bolts -jnustreain secured in the grate and tightened to the locking bar installed;. in the ch rtrte I. if the grate securing bolts afire removed from the:grates for rl ai sten an e of ttie trench :dram . they rnut be replaced and mtlhterltl. If the grate securing bolts are]fout lifespan of ttie trench drain -system uld be affected along with the Safety or pedestrian traffic. curing device regularly furnished 7t R. SMITHMFG, CO. 11--*.A4,E . A,Yi.T F.p6.+J. 1 0dMtad Grates 1 ed #t5 C 1'.t 'sHT UNDS VOLUME CUBIC FEET FIGURE NUMBER .RI TRENCH DRAIN Doliekpled.. teem i LRR Drawn. LRR 08/11/2017 PERMIT Checked : WFF 10-298-006 NTS end tri sl (nark of ACO Petyr iGr Prodimm1r e. 9930BS APPROVED OCT 0 4 2017 City of Ttutvila PUBLIC Works D REVIEWED FOR CODE COMPLIANCE APPROVED OCT 062017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 11 2017 PERMIT CENTER 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 WWW.PACLAND.COM FLOOR AND DECOR 17661 SOUTHCENTER PARKWAY TUKWILA, WA STORM DRAINAGE DETAILS C-6.1 S: \Washington\TUKWILA\Centerpoint\17601 Southcenter Pkwy\2DWGS\TUFD270W.dwg PAVEMENT PATCHING (SEE RS -03) TOP OF TRENCH 1.3 X 'DEPTH' (MAX. WIDTH) BACKFILL MIN. 3' & MAX. 6' BEDDING OU ER DIA. + 24" (MAX. WID-H) BOTTOM OF TRENCH 12" MIN. PIPE OUfTER DIA. 4" MIN. NOTE: 1. ALL BACKFILL SHALL BE 5/8" CRUSHED ROCK COMPACTED TO 90% MODIFIED PROCTOR OPTIMUM DENSITY. 2. REFER TO RS -03 FOR PAVEMENT PATCHING. 3. PAVED AREAS: BACKFILL WITH CRUSHED ROCK. 4. UNPAVED AREAS: BACKFILL WITH NATIVE MATERIAL OR CRUSHED ROCK. • NOT TO SCALE • City of Tukwila TRENCH BEDDING AND BACKFILL SHEET: WS -18 REVISION #1: 08.03 LAST REVISION: 04.08 APPROVAL: BOB GIBERSON, CITY ENGINEER TRENCH BEDDING & BACKFILL NTS fo Date BY Revision Description NE 1/4, NW 1/4, SEC.35, TWP.23N., RGE.4E., W.M. CAPPED CROSS 111411S 1 90° BEND THRUST BLOCKING SIZE PIPE SIZE DIA A (ft 2) C (ft 2) D (ft 2) E (ft ) 4" 4 2 1 1 6" 10 5 3 1 8" 18 10 5 2 10" 28 15 8 4 12" 40 22 11 6 14" 55 30 15 8 16" 71 39 20 10 18" 90 49 25 13 20" 111 60 31 15 22" 135 73 37 19 24" 160 87 44 22 28" 218 118 60 30 30" 251 136 69 35 36" 361 195 100 50 42" 491 266 135 68 48" 641 347 177 89 TEE W/ PLUG PLUG A TEE W/O PLUG BLIND FLANGE OR SMALLER SIZE PIPE C - NOTES: 1. BEARING AREA OF CONCRETE THRUST -BLOCK BASED ON 250 PSI PRESSURE AND SAFE SOIL BEARING LOAD OF 1000 POUNDS PER SQUARE FOOT. 2. ADJUST BEARING AREA FOR OTHER PIPE SIZES, PRESSURES, AND SOIL CONDITIONS. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM AREA OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING. 4. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATION PRESSURE UNDER ALL CONDITIONS OF SERVICE. 5. HEIGHT OF THRUST BLOCK MUST BE EQUAL TO OR LESS THAN 1/2 THE DEPTH FROM THE GROUND SURFACE TO THE BLOCK'S BASE. 6. USE GALVANIZED OR ASPHALT -COATED SHEEL, THREADED RODS AND PIPE CLAMPS. 7. REFER TO CHAPTER 7 OF THESE STANDARDS. 45° BEND E 11-1/4° BEND D 22-1/2° BEND • NOT TO SCALE • City of Tukwila BLOCKING (HORIZONTAL) CONCRETE SHEET: WS -12A 1 OF 2 REVISION #1: 08.03 APPROVAL: B. SHELTON CONCRETE THRUST BLOCK DeetPed Da LRR LRR 08/11/2017 PERMIT Checked Prefect WFF 10-298-006 NTS 03 we a NEL N CO _j ILI 0� 2N7 0. O -J LO 0. IG W Z 7 re co u, IT¢a E 11.25° AREA (SF) r - N V 0 CO O CO 0, D) N N O M 35 0 0 CO CO CO CO E 11.25° LOAD (LD) N 0 n:. 0 1,389.65 2,470.49 COO CO Cc; 0 103 0 13 7,565.89 h W CO CO Gl 12,506.87 0 117 V 0 vi +- 0 03 (D oi eF tet} Ki N N CO m N 34,741.31 50,027.48 I -- I-- 0) 0) 0 t00 88,937.75 D 22.5° AREA (SF) r CO N 0 r .0- 0 N M COO y 0 (0 0 CO0 177 D 22.5° I LOAD (LD) 1,228.96 2,765.17 0 0 N 0) 7,681.03 CO CO cOO o 15,054.82 19,663.44 v N CON m N Cl I.- 03 CO 6t0 44,242.74 60,219.28 69,129.27 CO 0)0 135,493.38 v 00 O 0 1.... C 45° AREA (SF) N 0 0 � N N 0 CO 39 49 0 (0 CO N. h 0 CO r 0 195 266 h M C 45° LOAD (LD) 2,410.74 5,424.16 9,642.95 ((00 O r 7 D 00) CO N 29,531.54 O O] h LO (0 CO 48,817.44 4 CO0 CV 0 0 72,924.82 10 03 00 t` c0 CO u, N - c0 T O O 0 CO vi .- N 195,269.76 M CO c0 0- 10 CVCO 347,146.23 1. 4 6 4 z 4 7 0 0 N V 1L) 0 0 r CO 160 N N CD 0) 8 A 99° LOAD (LB) CO V V 0 '0 v V N N N 0 o 17,817.85 0) 0) O V 0 ti N CO O 0) O o d' 54,567.17 1 O ' C,- N N r 0 CV O N 0 0) ti 10 CD M r 134,747.49 10 CO O CO CO 0 h CD C] CD N 03 N N N Ch 0 Y) o N 360,811.47 13 a O r V N 0 CV R Q �y 2 L Oh W S 577.5 577.5 577.5 577.5 577.5 Ira 577.5 13 1) 577.5 10 1) N N 577.5 0 N 0 N. 00 N 1 3 1ln PRESSURE (PSI) 250 0 NN 0 250 0 CO 0 N 250 0 N 0 N 0 N 0 N 0 N 250 250 250 0 N PIPE AREA SQ FT N00 0- 0 CO C C"O)N CO O 0.34907 1 (J 0.78540 1.06902 N 0 0) C] .. 1.76715 Cn0 03 N 03 W M (0 cV 000 cci 4.27607 4.90875 7.06860 '- N CO O O CO 0 N w wN 0 a a v 0 0 O T- 1. CT W N 1 N CV CVc0V CO0 C0') 'NC' 48 • NOT TO SCALE • City of Tukwila BLOCKING CONCRETE SHEET: WS -12A 2 OF 2 REVISION #1: 08.03 APPROVAL: B. SHELTON CONCRETE THRUST BLOCK NTS ASPHALT CONCRETE OR BITUMINOUS PLANT MX REPLACEMENT PATCH CUT WITH PNEUMATIC PAVEMENT CUTTER EXISTING ASPHALT PAVEMENT %///////////.Wi/i`kililililililili!ilili: V I� EXTRA RIGID BASE 5/8' MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CITY SAW CUT EXISTING OIL MAT 8' DEPTH DETERMINED BY CITY CONCRETE 150% OF EXISTING DEPTH SAW CUT EXISTING CONCRETE PAVEMENT 5/8- MINUS COMPACTED / CRUSHED ROCK UNLESS OTHERWISE ORDERED BY / THE CITY TYPICAL PATCH FOR RIGID PAVEMENT ASPHALT CONCRETE OR BITUMINOUS PLANT MIX REPLACEMENT PATCH 150% OF EXISTING DEPTH SAW CUT EXISTING ASPHALT PAVEMENT .41i'iWO 5/8" MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CITY NOTES: TYPICAL PATCH FOR FLEXIBLE PAVEMENT 5/8" MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CITY 1. ALL WORK TO CONFORM TO THE CURRENT WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. A MINIMUM OF A ONE YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING AND OVERLAYS. 3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY BE REQUIRED IN CASES OF RECENT PAVEMENT OVERLAY, OR AS DIRECTED BY CITY ENGINEER. • NOT TO SCALE • City of Tukwila PAVEMENT RESTORATION SHEET: RS -03 REVISION #1: 08.03 APPROVAL: B. SHELTON PAVEMENT RESTORATION roc :1111111M 1 NTS APPROVED OCT 0 4 2017 City ot Tukwila PUBLIC Works 3 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 062017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 11 2017 PERMIT CENTER 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 WWW.PACLAND.COM FLOOR AND DECOR 17661 SOUTHCENTER PARKWAY TUKWILA, WA WATER DETAILS C-7.0 Aug 11, 2017 10:33am S: \Washington\TUKWILA\Centerpoint\17601 Southcenter Pkwy\2DWGS\TUFD280P.dwg NE 1/4, NW 1/4, SEC.35, TWP.23N., RGE.4E., W.M. PAVEMENT NOTES 1. MATERIAL THICKNESS IS COMPACTED DEPTH. APPLIES TO ALL SECTIONS. 2. SUITABLE ONSITE SOILS SHALL BE FREE OF DELETERIOUS MATERIALS AND MAY BE USED FOR SUBBASE PROVIDED SOILS MEET REQUIREMENTS IN THE PROJECT GEOTECHNICAL REPORT. 3. FOR PREPARATION OF PAVEMENT SUBGRADE, AREAS IDENTIFIED AS LOOSE FILL SOIL SHALL BE IMPROVED BY REMOVING AND REPLACING WITH STRUCTURAL FILL OR SCARIFYING AND RECOMPACTING THE ON-SITE SOIL TO STRUCTURAL FILL REQUIREMENTS. IMPROVEMENT SHOULD OCCUR TO A DEPTH OF AT LEAST 12 INCHES OR THE MINIMUM DEPTH SPECIFIED IN THE GEOTECHNICAL REPORT AND BEFORE STRUCTURAL FILL IS PLACED. 4. THE TOP 12 INCHES OF SOIL SUBGRADE BELOW PAVED AREAS SHALL BE COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY PER ASTM D 1557. 5. PRIOR TO PLACEMENT OF FILL OR PAVEMENT IMPROVEMENTS, THE EXPOSED SUBGRADE SHOULD BE EVALUATED BY PROOFROLLING WITH A FULLY LOADED DUMP TRUCK OR SIMILARLY HEAVY, RUBBER -TIRE CONSTRUCTION EQUIPMENT TO IDENTIFY SOFT, LOOSE, OR UNSUITABLE AREAS. 0 a'800°0 po ° 0° �b 0 0 0 0 �oo°o v°0 00 0 ° 00 0 0 0 0 0 000 0 0 0° 0 °00 0 0 ° e 41 edilL COMPACTED SUITABLE NATIVE MATERIAL OR STRUCTURAL FILL. UNSUITABLE NA11VE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO ACHIEVE 95% OF MAXIMUM DRY DENSITY (ASTM D1557). 6. CRUSHED BASE COURSE MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-03.9(3) - AGGREGATES FOR BALLAST AND CRUSHED SURFACING, WITH THE EXCEPTION THAT THE AGGREGATE SHOULD HAVE LESS THAN 5% BY DRY WEIGHT PASSING THE U.S. STANDARD NO. 200 SIEVE AND HAVE AT LEAST TWO MECHANICALLY FRACTURED FACES. THE AGGREGATE BASE SHOULD BE COMPACTED TO AT LEAST 95% OF THE MAX. OF THE THEORETICAL MAXIMUM DRY DENSITY (ASTM D 1557) FOR PG 58-22 OR PG 64-22.. 7. PERFORMANCE GRADED ASPHALT BINDER SHALL BE IN ACCORDANCE WITH WSDOT SECTION 9-02.1(4). 8. ASPHALTIC SURFACE COURSE MIXTURES SHALL BE IN ACCORDANCE WITH SECTION 5-04, 9-02, AND 9-03.8 CLASS r, OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 9. THE PORTLAND CEMENT CONCRETE PAVEMENT MIXTURE SHALL BE IN ACCORDANCE WITH AIR -ENTRAINED CONCRETE FOR PAVEMENT SECTIONS 5-05 OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THE MIXTURE SHALL BE DESIGNED TO DEVELOP A MINIMUM ASPHALT CONCRETE SURFACING (GRADE 'B' - WSDOT SECTION 5-04.2) CRUSHED BASE COURSE (WSDOT STD SPEC 9-03.9 (3)) COMPACTED GRANULAR FILL CONFORMING TO WSDOT GRAVEL BORROW (SECTION 9.03.14(1)) STANDARD DUTY ASPHALT PAVEMENT PORTLAND CEMENT CONC. (3,000 PSI COMPRESSIVE STRENGTH PER WSDOT STANDARD SECTION 5-05) CRUSHED BASE COURSE PER WSDOT STD. SPEC. 9-03.9(3) COMPACTED SUITABLE NA11VE MATERIAL OR STRUCTURAL FILL. UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY, PER ASTM D 1557. TYPICAL SECTION CONCRETE SIDEWALK 5 NTS o. Dat BYi. Revision Descripti Destited D LRR Dr LRR 08/11/2017 PERMIT Check WFF 10-298-006 COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS WITH A 4 INCH MAXIMUM SLUMP AND 3 TO 6% ENTRAINED AIR. AGGREGATE SHALL CONFORM TO WSDOT STD. SPEC. 9-03.1(5)B, GRADING, FOR MAXIMUM NOMINAL SIZE OF 1 IN. 11. CONTRACTOR SHALL PROVIDE A TACK COAT TO FACE OF CURB WHERE CURB CONTACTS ASPHALT. 12. IN AREAS WHERE EXISTING PAVEMENT IS TO BE REPLACED WITH NEW PAVEMENT, THE EXISTING PAVEMENT, BASE COURSE AND SUBGRADE SHALL BE REMOVED TO THE DEPTH SUFFICIENT TO CONSTRUCT THE NEW SECTION. AN OVERLAY OF THE EXISTING PAVEMENT SECTION IS NOT AN ACCEPTABLE ALTERNATIVE. 13. SEAL ALL JOINTS WITH CATIONIC EMULSIFIED ASPHALT PER WSDOT STANDARD SPECIFICATIONS 5-04 AND 9-02. TERMINATE REINFORCEMENT 3" FROM JOINT, TYP NOTE: 1. SCORING AND JOINT SPACING SHALL BE EQUALLY SPACED, 10' MAX EACH WAY, UNLESS OTHERWISE NOTED CONTRACTION JOINT* 6x6-W2.OxW2.0 WELDED WIRE FABRIC OR FIBER MESH ADDITIVE a BROOM FINISH t- J I wy 00 00 0 00 0° 0 0 °o 00 o 00 0 000 0 0 '' 00 0 ° O0 0o O . 00 ®0° O o% Clt NIN, vii, 0 00 0 0o0o 0 0° 00 00 0 0 0 0° 00 0 0 0 0 00 00° 0 0 0 0 00 0 00°0 ° 0 COMPACTED SUITABLE NA11VE MATERIAL OR STRUCTURAL FILL. UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY, PER ASTM D 1557. TYPICAL SECTION CONCRETE SIDEWALK 5 NTS o. Dat BYi. Revision Descripti Destited D LRR Dr LRR 08/11/2017 PERMIT Check WFF 10-298-006 COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS WITH A 4 INCH MAXIMUM SLUMP AND 3 TO 6% ENTRAINED AIR. AGGREGATE SHALL CONFORM TO WSDOT STD. SPEC. 9-03.1(5)B, GRADING, FOR MAXIMUM NOMINAL SIZE OF 1 IN. 11. CONTRACTOR SHALL PROVIDE A TACK COAT TO FACE OF CURB WHERE CURB CONTACTS ASPHALT. 12. IN AREAS WHERE EXISTING PAVEMENT IS TO BE REPLACED WITH NEW PAVEMENT, THE EXISTING PAVEMENT, BASE COURSE AND SUBGRADE SHALL BE REMOVED TO THE DEPTH SUFFICIENT TO CONSTRUCT THE NEW SECTION. AN OVERLAY OF THE EXISTING PAVEMENT SECTION IS NOT AN ACCEPTABLE ALTERNATIVE. 13. SEAL ALL JOINTS WITH CATIONIC EMULSIFIED ASPHALT PER WSDOT STANDARD SPECIFICATIONS 5-04 AND 9-02. TERMINATE REINFORCEMENT 3" FROM JOINT, TYP NOTE: 1. SCORING AND JOINT SPACING SHALL BE EQUALLY SPACED, 10' MAX EACH WAY, UNLESS OTHERWISE NOTED CONTRACTION JOINT* 6x6-W2.OxW2.0 WELDED WIRE FABRIC OR FIBER MESH ADDITIVE a BROOM FINISH PORTLAND CEMENT CONCRETE (4000 PSI COMPRESSIVE STRENGTH PER WSDOT STD. SPEC. SECTION 5.05 CRUSHED AGGREGATE TOP COURSE (WSDOT STD. SPEC. 9-03.9(3)) COMPACTED SUITABLE NATIVE MATERIAL OR STRUCTURAL FILL. UNSUITABLE NA11VE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY, PER ASTM D 1557. HEAVY-DUTY CONCRETE PAVEMENT BACK OF CURB FACE OF CURB BACK OF CURB LANDSCAPING FLOW UNE CURB SCUPPER DETAIL NTS 16 PORTLAND CEMENT CONC. (3,000 PSI COMPRESSIVE STRENGTH PER WSDOT STANDARD SECTION 5-05) ELASTOMERIC SELF -LEVELING SEALANT AT PAVEMENT/CURB TRANSITION. ASPHALT PAVING BASE COURSE WITH PRIME COMPACTED COAT 1/2" R 6" I 5.5". SUB -GRADE 0 ovo 0 o 0 0 0 0 0 0 0 00 , 0 0 0 0 0 0 p 1/2" R t CO a .4 ° \�\\� 7.75"0 NOTES: \i\\ i\\\/\\ 1. EXPANSION JOINT: PLACE AT ENDS OF ALL RADII, 5' ON EACH SIDE OF DRAINAGE STRUCTURES, AND AT 45' MAX. INTERVALS IN CURB. PROVIDE #6 x 18" LONG SMOOTH STEEL DOWEL BARS WITH 1"0 GREASE CAP THROUGH EXPANSION JOINTS. (3" THICK BITUMINOUS FILLER MATERIAL). 2. CONTRACTION JOINT: PROVIDE 2" DEEP x Y" WIDE CONTRACTION JOINTS AT 15' INTERVALS. 3. PROVIDE 2 #6 x 2'-6" LONG TIE BARS TO CONNECT EXISTING AND NEW CURB. 4. REMOVE FORMS AS EARLY AS POSSIBLE. BRUSH TOP AND FACE OF CURBS TO REMOVE ALL IMPERFECTIONS. TYPICAL OF ALL FORM WORK. 5. ALL RADII SHALL BE TRUE ARCS. 6. LIGHT BROOM FINISH ON ALL EXTERIOR CONCRETE. cV ab /\ ADJACENT PAVEMENT 6" SCORE JOINT CONCRETE CURB SECTION NTS PORTLAND CEMENT CONCRETE (4,000 PSI COMPRESSIVE STRENGTH PER WSDOT STD. SPEC. SECTION 5-05) 4" CRUSHED BASE COURSE PER WSDOT STD. SPEC. 9-03.9(3) 1. CONTRACTION JOINTS SPACING TO MATCH EXISTING. DO NOT EXCEED TWICE THE PANEL WIDTH. 2. EXPANSION JOINTS 100' 0/C MAX. 3. ALL JOINTS SEALED WITH AN ELASTOMERIC SELF -LEVELING SEALANT. COMPACTED SUITABLE NATIVE MATERIAL OR STRUCTURAL FILL UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED AND COMPACTED TO TO AT LEAST 95% MAXIMUM DRY DENSITY, PER ASTM D 1557. CONCRETE FLUSH CURB WITH TURNDOWN NTS 4'PPR.VED OCT 04 2017 City of Tukwila PUBLIC Works 0 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 6 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF T UKWILA AUG 11 2017 PERMIT CENTER 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 WWW.PACLAND.COM FLOOR AND DECOR 17661 SOUTHCENTER PARKWAY TUKWILA, WA PAVING DETAILS C-8.0 t- J I wy 00 00 0 00 0° 0 0 °o 00 o 00 0 000 0 0 '' 00 0 ° O0 0o O . 00 ®0° O o% Clt PORTLAND CEMENT CONCRETE (4000 PSI COMPRESSIVE STRENGTH PER WSDOT STD. SPEC. SECTION 5.05 CRUSHED AGGREGATE TOP COURSE (WSDOT STD. SPEC. 9-03.9(3)) COMPACTED SUITABLE NATIVE MATERIAL OR STRUCTURAL FILL. UNSUITABLE NA11VE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY, PER ASTM D 1557. HEAVY-DUTY CONCRETE PAVEMENT BACK OF CURB FACE OF CURB BACK OF CURB LANDSCAPING FLOW UNE CURB SCUPPER DETAIL NTS 16 PORTLAND CEMENT CONC. (3,000 PSI COMPRESSIVE STRENGTH PER WSDOT STANDARD SECTION 5-05) ELASTOMERIC SELF -LEVELING SEALANT AT PAVEMENT/CURB TRANSITION. ASPHALT PAVING BASE COURSE WITH PRIME COMPACTED COAT 1/2" R 6" I 5.5". SUB -GRADE 0 ovo 0 o 0 0 0 0 0 0 0 00 , 0 0 0 0 0 0 p 1/2" R t CO a .4 ° \�\\� 7.75"0 NOTES: \i\\ i\\\/\\ 1. EXPANSION JOINT: PLACE AT ENDS OF ALL RADII, 5' ON EACH SIDE OF DRAINAGE STRUCTURES, AND AT 45' MAX. INTERVALS IN CURB. PROVIDE #6 x 18" LONG SMOOTH STEEL DOWEL BARS WITH 1"0 GREASE CAP THROUGH EXPANSION JOINTS. (3" THICK BITUMINOUS FILLER MATERIAL). 2. CONTRACTION JOINT: PROVIDE 2" DEEP x Y" WIDE CONTRACTION JOINTS AT 15' INTERVALS. 3. PROVIDE 2 #6 x 2'-6" LONG TIE BARS TO CONNECT EXISTING AND NEW CURB. 4. REMOVE FORMS AS EARLY AS POSSIBLE. BRUSH TOP AND FACE OF CURBS TO REMOVE ALL IMPERFECTIONS. TYPICAL OF ALL FORM WORK. 5. ALL RADII SHALL BE TRUE ARCS. 6. LIGHT BROOM FINISH ON ALL EXTERIOR CONCRETE. cV ab /\ ADJACENT PAVEMENT 6" SCORE JOINT CONCRETE CURB SECTION NTS PORTLAND CEMENT CONCRETE (4,000 PSI COMPRESSIVE STRENGTH PER WSDOT STD. SPEC. SECTION 5-05) 4" CRUSHED BASE COURSE PER WSDOT STD. SPEC. 9-03.9(3) 1. CONTRACTION JOINTS SPACING TO MATCH EXISTING. DO NOT EXCEED TWICE THE PANEL WIDTH. 2. EXPANSION JOINTS 100' 0/C MAX. 3. ALL JOINTS SEALED WITH AN ELASTOMERIC SELF -LEVELING SEALANT. COMPACTED SUITABLE NATIVE MATERIAL OR STRUCTURAL FILL UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED AND COMPACTED TO TO AT LEAST 95% MAXIMUM DRY DENSITY, PER ASTM D 1557. CONCRETE FLUSH CURB WITH TURNDOWN NTS 4'PPR.VED OCT 04 2017 City of Tukwila PUBLIC Works 0 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 6 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF T UKWILA AUG 11 2017 PERMIT CENTER 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 WWW.PACLAND.COM FLOOR AND DECOR 17661 SOUTHCENTER PARKWAY TUKWILA, WA PAVING DETAILS C-8.0 Aug 11, 2017 10:33am S: \Washington\TUKWILA\Centerpoint\17601 Southcenter Pkwy\2DWGS\TUFD290S.dwg 2.5'R 6" (TYPICAL) v 6.5' LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY "VAN" LETTERING ACCESSIBLE PARKING SYMBOL N.T.S. 1%6 DIA. HOLE (TYPICAL) 1' 4" di% #3 BAR (TYP) 1 Ps NOTE: ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. THIS SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES --- __ THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW "U" -CHANNEL POST (2-LBS./FT.)-- 4" PIPE BOLLARD PAINTED TRAFFIC YELLOW, FILLED W/ CONCRETE. SLOPE TOP OF CONCRETE GROUND/PAVING SURFACE 3500 P.S.I. �� P.C. CONCRETE ACCESSIBLE PARKING SIGN BASE NTS #8 REBAR X 3'-0" LONG (3 PER CURB SECTION) FILL TOP WITH MASTIC OR CONCRETE AFTER SETTING 7„ 2'-5» 2'-5" NE 1/4, NW 1/4, SEC.35, TWP.23N., RGE.4E., W.M. C2) 1'-0" PRECAST CONCRETE WHEEL STOP DETAIL NTS TRUNCATED DOME SPACING SEE NATE 3 CURB RAMP 7°r D TRUNCATED DOME SECTION. SEE STANDARD SPECIFICATIONS FOR COLOR OF SURFACE CURB RAMP, LANDING, CUT.. THROUGH OR WALKWAY w Y; TRUNCATED::DOME DETAILS` C7 LANDING kFFSET SEE NOTE 8 LKWWIA`t 1;::: Arr °1 WIDTH OF WALKWAY DETECTABLE WARNING SURFACE (DWS) -. SEENOTE4 BACK OF CURB SINGLE DIRECTION CURB RAMP (GRADE BREAK BETWEEN CURB AND LANDINGS 5 FT. FROM BACK OF CURB) (SEE IiOTE 6) CURB RAMP WALKWAY LANDING DIRECTION OF. TRAVEL izr4,t:r4,4 BACK OF:CURB - SEE NOTE 2 SINGLE DIRECTION CURB RAMP (GRADE BREAK BETWEEN CURB AND. LANDING > 5 FT FROM BACK OFCURB) (SEE NOTE 6) CURB RAMP WALKWAY BA'{ DING WALKVVAY LANDING DETECTABLE WARNING SURFACE (DM) SEENOTE 3. BACK.OF CURB'.=. SEE NOTE 2 CU_RB.AN? GUTTER 2'-O"MIN. - TYP. OF ALL APPLICATIONS MATCH TOWIDTFI'OF CURB RAMP LANDING, CUT -THROUGH OR WALKWAY DETECTABLE WARNING SURFACE DETAIL WAL: AY BACK OF CURB SEE NOTE 2. WIDTH OF WALKWAY DETECTABLE WARNING SURFACE (DWS) - SEE NOTE.3 DETECTABLE WARNING SURFACE (DWS) SEE NOTE 3 WIDTH OF CURB RAMP. PERPENDICULAR CURB RAMP (SEE NOTE 6) WIDTH OF CURB RAMP,. LANDING,: DR WALKWAY' i . DETECTABLE WARNING SURFACE (DWS).- SEE NOTES 4. & 7 CURB RAMP WALKWAY BACK OF,CURB •- SEE NOTE NDINO PARALLEL CURB RAMP (SEE NOTE 6). DETECTABLE WARNING SURFACE (DWS) SEE: NOTE. 3 1 WIDTH OF CUT -THROUGH (1YR) DETECTABLE WARNING SURFACE' (TYP) SEE NOTE 3 1L 1 11 I 1= 11111111111111111111111111111111111111- 1 1 i. f f1�►� !ap 1 1 RAIL PEDESTRI 1.-_-=‘11111111114u0 PATH OR. WALKWAY i1 RMLROAD: CROSSING DETECTABLE WARNING SURFACE (TYP.):' SEE NOTE 3 RACK OF CURB - SEE NOTE,2 ISLAND CUT -THROUGH NOTES 1. The Detectable naming Surface (DWS) shall extend the full width of the curb ramp (exclusive of flares) or the landing. 2. The Detectable Warning. Surface shall be placed at the back of curb; and need not fellow the radius. 3. The rows of trunca:od dames shall be aligned to be perpendicular to the grade: break at the backof curb. 4 The. rc:Ws of truncated dames shall be aligned too- be: parallel to the direction of traVel. 5. If curb and gutter are not, present, such as a shared -use path c nnection, the Detectable. We ming Surface shall be.pleced at the pavement edge_ 6. See Standard Planta for sidewalk and curb: ramp details. . If a curb ramp is ren uin3d, the location of the 'Detectable Warnings Surface must be at the bottom of the ramp and within the required distance from the rail. 8. When the grade break between the curb ranula and -'the landing is less than or equal to 5 ti. from the back of curb at all. points, place the Detectable Warning Surface an the bottom of the curb ramp. W14rIDTH OF. CUT -THROUGH (TYP,)' ORE BACK OF:CURB - SEE NDTE2 2' -.D^ MIN: BACK OF CURB — SEE NOTE 2 MEDIAN CUT -THROUGH WIDTH .QF SHARED- US€"PATH 7.0R WALKWAY (r p) • WDTH OF CUT THROUGH (TYR) ROUNDABOUT SPLITTER ISLAND PAVEMENT EDGE DETECTABLE WARNING SURFACE (DWS) - SEE NOTES 4&5 PLACEMENT GUIDELINES:. SHARED -USE PATH OR INALraMAY SIiOULDER SHARED -USE PATH CONNECTION 2" - rr` M:IN. RETE TA LE WARNING. SURFACE STANDARD PLAN F-45.10-011 SHEET 1 OF 1 SHEET APPROVED FOR. PUBUCATJON Pasco Bakotich,111 06/21/12 STkrE DEMON ENGINEER DATE Wczhrngton Moe ; b p r rnnt aE fmmporsolion DETECTABLE WARNING SURFACE NTS NOTE: ALL TRAFFIC FLOW ARROWS TO BE REFLECTIVE WHITE RIGHT TURN PAINTED TRAFFIC ARROW 11111111_111111 III APPROVED OCT 0 4 2011 City at Tukwila PUBLIC Works oktlh REVIEWED FOR CODE � COMPLIANCE AOCT 06 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 11 2017 PERMIT CENTER Date BY Revision Descriptio sn Destred i t LRR awn LRR 08/11/2017 PERMIT Prolect 1 WFF 10-298-006 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 WWW.PACLAND.COM .I,- .-- - FLOOR AND DECOR 17661 SOUTHCENTER PARKWAY C-9.0 SITE DETAILS TUKWILA, WA / / / / / / J 1- T 1- /( — — — —J z / \ T — — I T T T--- T ____T ---LOT — -I_ f) I 1 i I I I I I I I I II II 1 1 1 1 I 1 1 111 H 11- Lfi1-1-+1 I- I—I -1 I I I 1 I I I I T T 7 -IT Tn tE1=1_ ----I---- i D-7 hi E -1N -F I ILi �-1--i ! 7 F., HI li d L� 7] I I I H I I Li_n Jin! 1 -111-1 TI i _ f =1�' I II l T it T Ti I vvvvvv� V / / J \ / / ,<‘ / / / / \/ / / / \ / \ < \/ \ ` - \\ / `�� N < NN j EXISTING 10"-14" CALIPER OAK TREES TO REMAIN. \ / / / / / N / / / K / / / SO \ �\ / / / \ N\ \ /�\ N \ N \ /N ` \ \ \ \ / \ N \/ / � ✓ \ / / T /\ \ / / / \ / / / / \ \ / / / / \ > / / // / < /\ / / \ / < \ N r> \ N/ / / N N/ / / / \\ < / / / \ V / / / N \ \K / / \ N/ / / / \\ \< / / / \ / / / \\\ \< / / \ \ / 7) EXISTING WI -I ROCK ROSE CEANOTI-IUS TO REMAIN. / �/ / ITE \N \/ / / AND \ / / / SI-IRU133 \ \ �\ K // // / \ \ N/ / / / \ N N / \ / NN EXISTING SiDEW4LKN N — — J 4S1 -1L '1 FURNITURE ,21e SF us4E3L. ARBA 8,94. SP \\\\\\\\\\\ h.4' FLOOR AND DECOR SS,-ia4 SF USAISL F ARF A 8&,33 t SF PPE=2-i.(0 r 2" lod eoole ine tree stake 8' Ion driven 1' into undisturb d ground. Stain brown Water basin with 2" mulch sidewalk Planting pit minimum twice as wide of root ball and minimum 36" deep with Cornell University Structural Soil per Tukwila Municipal code. TREE PLANTING DETAIL Alor4 0 • II TS_ rr �i_ �► =lily=-��ilT_-- 'moi -11 11 T= II I TII 11 I ik T I IT II T-91 ILIIL I I II IIFII II II IIT No Scale TI -111=1 T6 -111-II7.. Ti -111 I1=1�I-1�1 TI-1Ti=1 � I -1T1 ��IIl�iil llllllllllll -111-111Il 111E-Ma1 I T I=11-1 1- = 111 L1l= iT11Tl=1 1==T111T1 1-1 1 1 =Tn1 _1 -11=1=1=1T- =--1=11=11=1 i=1 � 1Ema � 11 1=I i1=1T1-1 I I=111-111-111= _111J1m1E_HI�.Ti=111111, 11=111-1i4=ii SHRUB PLANTING DETAIL rune diseased and broken branches Water basin with 2" mulch Compacted topsoil watdr thorougly, fertilize as req d Planting hole min. twice Tze of root ball No Scale NOTES Prune diseased and broken branches "Ghainlock" or equal tree tie material (I" width); nail or staple tree tie to hold vertically, loop each tie around half tree loosely to provide I" slack for trunk growth Curb Unglazed planting pit su ace 1/2 topsoil, 1/2 native soil, water thoroughly, fertilize Undisturbed soil I. Subgrades, including berms, to within I I/loth foot provided by General Contractor unless otherwise noted. 2. Subgrade shall be scarified or rototllled if conditions require. 3. 4" depth 3 -way topsoil or equal in all planting areas. 4. Minimum 2" washed rock on top of filter fabric 1n all planting beds. 5. All plant material shall be healthy, full and conform to USA standard nursery stock, latest edition. 6. Plant material or size or kind not available may be substituted only with approval of Landscape Architect or Owner. 7. All mass plantings shall have triangular spacing. 8. All tree pits shall be inspected to insure proper drainage. ci. Positive drainage shall be maintained. Mound planting areas minimum 6". 10 Landscape Contractor shall maintain site until final inspection and acceptance by Owner. PLANT LIST SYMBOL BOTANICAL / COMMON * QUANTITY Prunus cerasifera 'Kreuter Vesuvius'/ 6 Kreuter Vesuvius Plum Cercis canadensis / Eastern Redbud Berberis a. t. 'Rose Slow' / Rose Slow Red Barberry Cystis x hybridus / White Rock Rose 3 38 Geanothus 'Victoria' / 4 Victoria Geanothus 0 Lonicera plicate/ Privet Honeysuckle p Lavendula 'Hidcote'/ Hidcote Lavender ii GI 34 Hemerocallis 'Stella de Oro'/ / 22 Daylily Arctostaphylos uva-ursi / kinnic.kinnik NORTH Planting bed with 2" mulch 1/2 spacing distance Note: 1. installation includes removal of stakes one year after installation. 2. Adjust tree ties during establishment to allow for growth. GROUND COVER SPACING DETAIL No Scale- Triangular Spacing SIZE 2" cal. 2" cal. 5 gallon 5 gallon 21" min 1 gallon I gallon 1 gallon 4" pots IS" o.c. CONDITION 354 154 full $ bushy full $ bushy full $ bushy full $ bushy full 4 bushy full 4 bushy full *CONFIRM ALL. PLAN QUANTITIES LANDSC4 E PLAN SCALE: 1" .30' a' 30' REVIEWED FOR CODE COMPLIANCE APPROVED OCT 06 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 11 2017 RMIT CENTER drawn KL MAIN STREET DESIGN checked LANDSCAPE ARCHITECTURE 9402 Tidal Court (206) 842-7886 Bainbridge Is., WA 98110 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT Sheet: LANDSCAPE PLAN OOR E fiuKn I LA, WA date 7/27/17 revision z z / / / - - - - - - - ---t--- - - - - - - c=6 77 77 7/777 L \./ /) N/ / / N/ / / C_ \ / / N N/ ----- N N N / N-, < / 7-N N / / N 9 N.,/ N 'NN 7 / ---- --- ---- -- EXISTING TREES so / / / / / / \ NZ / N< \./ / N < / N / / / /N / < / / N/ / N < / \/\,\ / / \ \ / /\ N / N < / / / N N N/ / / / NOTE N N N.< / / / / IN FIELD AD.4USTMENI15/1"147f- 5E REQUIREDI HEA010,-.AND// // LINE LOCATIONSNTO AvOI-p< / EXISTING TREE RaO,TS, N/ , LIGHT POLES, vAL.ILT,NAND -<, ASSURE 100% COvERAGNE, OF ALL PLANTING AREAS. / / / T TY -7E IIr I 11 11 i iIHJJLfl HH–1 I 1L -F11- rLC-71-7 H -Hr+, n 7 Iin Hi -I -Tit r ASkLY FURNITURZ ep5,21e SP US,41:5L E3,,e44. SF 3 FLOOR AND DECOR 08,704 SF USABLE ARFA s& /331 SP FFE=2-1.&0 tlad.f_TT-111-WE 1-L=LLE_-111E11-illr 112r "- - la 11=1 Finish grade/ Top of mulch Pop -Up spray sprinkler H/ plastic MPR nozzle 1/2 -Inch male NPTx .4,10 Inch Barb Elbow 12" Nipple or Funny Pipe PVC. Schedule 40 Tee or Ell 3 1/2 -Inch male NPT x .4cf0 Inch Barb Elldop,i PVC Lateral Pipe POP—UP SPRAY SPRINKLER No Scale Paving =111=111= -111 -11E -ii Select backfill, Egr remove rocks, T -=Tr debris and =111.-Ei 1E - sharp objects vigil -11E111E1 11=111=11 PVC Class 200 sleeving twice size of pipe Lateral or Mainline 11E111= 1E1 1 IEFFI_ SLEEVING DETAIL No Scale &ate Valve Quick.Coupler Valve for Hinter' blowout -Junction box I" pvc schedule 40 to power supply Controller per irrigation schedule 1.5" pvc schedule 40 conduit and fittings Hires 'co remote controle valves WALL MOUNT CONTROLLER No Scale Finished grade 1E111E11_ :-.-7-1111E11 Select backfIll; -'1= remove rocks, _II_ - debris and 1=11 sharp objects IT1E-1 lE-_-111 i111E-1 INII, PVC. Class 200 Lateral PVC. Class 200 Mainline Valve 1,4ires TRENCHING DETAIL Pressure Reducing Valve, if required Master Valve, if require No Scale N ----Double Check Valve Stub out from Domestic Meter, or separate irrigation meter POINT OF CONNECTION No Scale IRRIGATION SCHEDULE PVC Mainline RADIUS GPM PSI F 3Q 1-I Q 0 -6 C. 0 RAINIBIRD 1800 NPR 15' SERIES 6" POP-UP 15' 1.851-I 30 © i CS C) RAINIBIRD 1800 NPR 12' SERIES 6" POP-UP 12' 1301-4 30 'D 0 Try rs) RAINIBIRD 1800 MPR 10' SERIES 6" F>0P-UP 10' 0.191-4 30 a -a 5 15 RAINBIRD 1800 MPR 8' SERIES 6" FOP -UP 8' 0.521-1 30 61 RAINIBIRD 1800 MPR SIDE STRIP POP-UP e'XIS' 1.13 30 El RAINBIRD 1800 MPR END STRIP POP-UP 4'X30' 1.21 30 41X151 0.61 30 RAINSIRD PE 5 SERIES PLASTIC VALVES RAINSIRD ESP MODULAR SERIES 6 STATION CONTROLLER - CONFIRM LOCATION WITH OWNER POINT OF CONNECTION: 1" IRRIGATION METER 1" FEIBCO 850 DOUBLE CI-IECK VALVE QUICK COUPLER VALVE AILSTATION IllarGPM 1-1/2" MAINLINE, PVC SCHEDULE 40 LATERAL LINE, PVC CLASS 200 SLEEVING, PVC CLASS 200, MINIMUM DOUBLE SIZE OF LINE. o CONFIRM EXACT LOCATION OF P.O.C., CONTROLLER, AND WATER PRESSURE AT P.O.C. o ALL VALVES IN 'AMETEK' OR 'CARSON' 50XES SET AT FINISHED GRADE. o ALL WORK PER PLANS, LOCAL CODES AND MANUFACTURER'S SPECS. o PRESSURE TEST EFORE BACKFILLING. o 1='LAN IS DIAGRAMMATIC. ADJUST LINE AND HEAD LOCATIONS AS NECESSARY TO ASSURE PROPER COVERAGE AND CONFORM WITH ACCEPTED CONSTRUCTION PRACTICES. NORT1-1 SCALE: 1" =30' ELI 1 0 15' 30' &01 NOTE IN FIELD INVESTIGATION WILL 13E REQUIRED TO CONFIRM LOCATION/ CONDITION OF EXISTING METER AND DOUBLE C1-1ECK VALVE, AND IF IT MAY 5E RE USW FOR NEW SYSTEM. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 06 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 11 2017 RMIT CENTER LANDSCAPE ARCHITECTURE 9402 Tidal Court (206) 842-7886 Bainbridge Is., WA 98110 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT Resonsibi ity Matrix (Tukwilla WA) LANDLORD/ DEVELOPER/OWNER GENERAL CONTRACTOR (G.C.) Floor & Decor FURNISH FURNISH INSTALL FURNISH INSTALL STORE # 17601 Southcenter Parkway TUKWILA, WA 98188 FIRE PROTECTION NOTES 1) THE SPACE IS PROTECTED WITH AN AUTOMATIC FIRE PROTECTION SYSTEM (WET SPRINKLERS) CONFORMING TO NFPA 13. (1 SYSTEM 2 RISERS) 2) THE GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND HYDRAULIC CALCULATIONS FOR REVIEW AND APPROVAL TO THE AUTHORITY HAVING JURISDICTION PRIOR TO ALTERING THE SYSTEM. G.C. TO SUBMIT SPRINKLER DRAWINGS TO TELGIAN FOR REVIEW ALSO. CONTACT DANETTE FLORES AT DFLORES@TELGIAN.COM OR 480.621.5022 PROJECT TEAM SCOPE OF WORK STATEMENT THE TENANT IS A RETAIL FLOORING PRODUCTS STORE THAT SELLS TILE AND WOOD FLOORING PRODUCTS AND THE ACCESSORIES TO INSTALL THOSE PRODUCTS. THE MATERIALS FOR SALE ARE EITHER IN RACK STORAGE OR DISPLAYED ON THE FLOOR ON PALLETS. THE WORK UNDER THIS PERMIT CONSISTS OF TENANT IMPROVEMENTS TO AN EXISTING BUILDING. ITEM / DESCRIPTION VENDOR SUBMITTAL REQUIRED REQUIRED REMARKS PARTIAL HEIGHT WALLS AT PRO CENTER PARTIAL HEIGHT WALLS AT DESIGN CENTER AUTOMATIC ENTRANCE DOORS AUTOMATIC INT. VESTIBULE DOOR CONCRETE FLOOR FINISHING OFFICE PACKAGE FLOORING TOILET ROOM FLOORING TOILET ROOM WALL TILE WALL BASE PAINT SUSPENDED AND DRYWALL CEILINGS WOOD BLOCKING TOILET PARTITIONS GRANITE VANITIES GRAB BARS TOILET ROOM MIRRORS HAND DRYER TOILET TISSUE DISPENSER SANITARY NAPKIN DISPOSAL SOAP DISPENSER HAND SANITIZER DISPENSER HAND TOWEL DISPENSER BUILDING SIGNAGE PYLON / MONUMENT SIGN FACES TRASH COMPACTOR AND CONTAINER COMPACTOR DOOR DOCK LEVELERS AND BUMPERS OVERHEAD DOORS METAL DOOR HOOD DOCK SEALS DOCK LIGHTS OFFICE CASEWORK BREAK ROOM CASEWORK AND CABINETS BREAK ROOM TABLES & CHAIRS BREAK ROOM MICROWAVES BREAK ROOM SINK BREAKROOM LOCKERS CASH SAFE REFRIGERATOR ICE MACHINE PRO AREA COUNTERTOP CUSTOMER PICK UP COMMAND DESK (CUPU) DESIGN CENTER DESK RECEIVING DESK CASHWRAPS / CHECKOUT COUNTERS COFFEE MACHINE/COUNTER INTERIOR DOORS/FRAMES/ HARDWARE EXTERIOR DOORS/FRAMES/HARDWARE G.C. to COORDINATE W/ASSA ABLOY NAV G.C. to COORDINATE W/ASSA ABLOY NAV G.C. to COORDINATE W/FLOOR POUSHING NAV G.C. to COORDINATE W/F&D COMMERCIAL G.C. to COORDINATE W/F&D COMMERCIAL G.C. to COORDINATE W/F&D COMMERCIAL G.C. TO COORDINATE BLOCKING G.C. TO COORDINATE BLOCKING G.C. TO COORDINATE BLOCKING G.C. TO COORDINATE BLOCKING G.C. TO COORDINATE BLOCKING G.C. TO COORDINATE BLOCKING G.C. TO COORDINATE W/OFFICE DEPOT NAV & PROVIDE BLOCKING G.C. TO COORDINATE W/OFFICE DEPOT NAV & PROVIDE BLOCKING G.C. TO COORDINATE W/OFFICE DEPOT NAV & PROVIDE BLOCKING G.C. TO COORDINATE W/OFFICE DEPOT NAV & PROVIDE BLOCKING G.C. TO COORDINATE W/OFFICE DEPOT NAV & PROVIDE BLOCKING G.C. TO COORDINATE BLOCKING & POWER. F&D PROVIDE & INSTALL SIGN CABINETS AND FACES* UNLESS STATED, SIGN FACES ONLY G.C. TO PROVIDE PWR. & DISCONNECT, COORDINATE W/PTR NAV. F&D TO FURNISH AND INSTALL COMPACTOR EQUIPMENT* LL/DEV to COORDINATE W/PTR NAV G.C. to COORDINATE W/ASSA ABLOY NAV G.C. to COORDINATE W/ASSA ABLOY NAV G.C. to COORDINATE W/ASSA ABLOY NAV G.C. to COORDINATE W/CED NAV G.C. to COORDINATE W/ULINE NAV G.C. to COORDINATE W/BRINKS NAV G.0 TO PROVIDE WATER & POWER G.0 TO PROVIDE WATER & POWER, COORDINATE WITH EASY ICE NAV G.0 TO PROVIDE DATA & POWER IN CEILING G.0 TO PROVIDE DATA & POWER IN CEIUNG G:C TO PROVIDE DATA & POWER IN CEILING G.0 TO PROVIDE DATA & POWER IN CEILING G.0 TO PROVIDE DATA & POWER IN CEILING G.0 TO PROVIDE WATER, CONNECTION TO WATER LINE & POWER* G.C. to COORDINATE W/DH PACE G.C. to COORDINATE W/DH PACE FIRE SPRINKLER SYSTEM FIRE EXTINGUISHERS FIRE ALARM MONITORING MECHANICAL EQUIPMENT (EXHAUSTFANS AND UNIT HEATERS, ETC.) RTU & ROOF CURBS AND CURB ADAPTERS ROOFTOP PENETRATIONS, FRAMES, AND STRUCTURAL REINFORCEMENT INTERIOR LIGHTING AND CONTROLS MODULAR WIRING PLUG AND PLAY BOXES FIRE ALARM TELEPHONE SERVICE AND DEMARC DATA WIRING CCTV POWER POLES ENERGY MANAGEMENT SYSTEM SOUND SYSTEM G.0 TO COORDINATE W/F&D STORE PLANNING DEPARTMENT G.C. to COORDINATE W/VECTOR NAV (PROVIDE1 YEAR MONITORING) G.C. to COORDINATE W/LENNOX NAV SECURITY SYSTEM ALPHA SYSTEM G.C. to COORDINATE W/CED NAV G.C. to COORDINATE W/CED NAV G.C. to COORDINATE W/D&P NAV G.C. TO COORDINATE W/LOCAL PROVIDER G.C. to contract with NET G.0 TO PROVIDE PWR., CONDUIT & BOXES COORDINATE W/VIRTUAL NAV G.C. to COORDINATE W/ENTOUCH NAV G.C. to COORDINATE W/MOOD MEDIA NAV G.0 TO PROVIDE CONDUIT & BOXES COORDINATE W/VECTOR NAV G.C. to COORDINATEW/ALPHA NAV SITE GRADING/LANDSCAPING PARKING LOT PAVING/STRIPING/SIGNAGE TRUCKWELL COMPACTOR PAD SIDEWALKS CUSTOMER LOAD PAD AND AREA SITE AND PARKING LIGHTING SECURITY LIGHTING LANDSCAPE IRRIGATION G.C. to COORDINATE W/CED NAV G.C. to COORDINATE W/CED NAV GC to F&I irrigation as needed DEFERRED PERMIT SUBMITTALS ARCHITECT STEWART + REINDERSMA ARCHITECTURE PLLC 5450 E. HIGH STREET, SUITE #200 PHOENIX, AZ 85054 (P) 480-515-5123 LANDSCAPE PACLAND 1505 WESTLAKE AVE N., SUITE 305 SEATTLE, WA 98109 (P) 206-522-9510 STRUCTURAL A.V. SCHWANN & ASSOCIATES 600 E. THOMAS ROAD, SUITE 1 SCOTTSDALE, AZ 85251 (P) 602-265-4331 MECHANICAL / PLUMBING / ELECTRICAL TIGLAS ENGINEERING ASSOCIATES 809 WEST MARYLAND AVENUE PHOENIX, AZ 85013 (P) 602-992-3900 CIVIL PACLAND 1505 WESTLAKE AVE N., SUITE 305 SEATTLE, WA 98109 (P) 206-522-9510 FIRE SPRINKLER SYSTEMS: FIRE PROTECTION CONTRACTOR IS TO PROVIDE ENGINEERED DOCUMENTS FOR THE DESIGN OF THE FIRE PROTECTION SYSTEM MODIFICATIONS PER STATE AND LOCAL CODES. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ANY APPLICABLE PERMITS. 2. FIRE ALARM SYSTEMS: FIRE ALARM CONTRACTOR IS TO PROVIDE ENGINEERED DOCUMENTS FOR THE DESIGN OF THE FIRE ALARM SYSTEM MODIFICATIONS PER STATE AND LOCAL CODES. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ANY APPLICABLE PERMITS. 3. EXTERIOR SIGNAGE: EXTERIOR SIGNAGE VENDOR IS TO PROVIDE ENGINEERED DOCUMENTS THAT ARE COORDINATED WITH LANDLORD AND TENANT CRITERIA AND PER LOCAL CODES. VENDOR WILL BE RESPONSIBLE FOR OBTAINING ANY APPLICABLE PERMITS. 4. PRE-ENGINEERED BUILDING CANOPY RESPONSIBLE FOR OBTAINING ALL APPLICABLE PRE-ENGINEERED PERMITS. NATIONAL ACCOUNT VENDORS DRAWINGDE 10 9 8 7 6 5 4 3 2 1 0 GENERAL revision no.: date: - - - - job no.: 11-021 - - - - - - 1ST CITY SUBMITTAL - 08/03/17 G000 G001 G002 CIVIL INDEX SHEET - BTS X CODE / LIFE SAFETY PLAN X ACCESSIBILITY STANDARDS X CV -1.0 CV -1.1 D-1.0 D-2.0 C-1.0 C-2.0 C-3.0 C-6.0 C-7.0 C-8.0 C-9.0 LANDSCAPE COVER SHEET X GENERAL NOTES X DEMOLITION AND ESC PLAN X ESC NOTES & DETAILS X SITE PLAN X GRADING AND DRAINAGE PLAN X UTILITY PLAN X STORM DRAINAGE DETAILS X WATER DETAILS X PAVING DETAILS X SITE DETAILS X L-1 PRELIMINARY LANDSCAPE PLAN ARCHITECTURAL X AD101 DEMOLITION FLOOR PLAN A100 OVERALL SITE PLAN A101 FLOOR PLAN A102 REFLECTED CEILING PLAN A201 ROOF PLAN A202 ROOF DETAILS A301 EXTERIOR ELEVATIONS A302 ENLARGED FRONT ENTRY AREA A303 ENLARGED PRO ENTRY AREA A304 PILASTER / COLUMN DETAILS A401 WALL SECTIONS A402 WALL SECTIONS A403 WALL SECTIONS A404 WALL SECTIONS A501 ENLARGED OFFICE PLAN - ELEV A502 ENLARGED RESTROOM PLAN - ELEV A503 ENLARGED DATA PLAN - ELEV A504 ENLARGED DOCK PLAN - ELEV A601 INTERIOR ELEVATIONS A700 PARTITION TYPES A800 DOOR AND FINISH SCHEDULES A801 DOOR DETAILS A900 ENLARGED DESIGN CENTER PLAN F100 MERCHANDISE PLAN STRUCTURAL X X X X X X X X X X X X X X X X X X X X X X X X S1.0 GENERAL STRUCTURAL NOTES S1.1 TYPICAL DETAILS S2.0 FOUNDATION PLAN S2.1 ENLARGED FOUNDATION PLANS S3.0 ROOF FRAMING PLAN S3.1 ENLARGED FRAMING PLANS S4.0 FOUNDATION DETAILS S4.1 FOUNDATION DETAILS S5.0 FRAMING DETAILS MECHANICAL X X X X X X X X X M100 OVERALL MECHANICAL PLAN M200 ENLARGED MECHANICAL PLAN M300 MECHANICAL SPECIFICATIONS M400 MECHANICAL DETAILS PLUMBING X X X X P100 OVERALL PLUMBING PLAN P200 ENLARGED PLUMBING PLANS P300 PLUMBING SPECIFICATIONS P400 PLUMBING DETAILS P500 PLUMBING DETAILS ELECTRICAL X X X X X E002 ELECTRICAL NOTES E003 ONE LINE DIAGRAM E101 FLOOR PLAN - POWER E102 FLOOR PLAN - LIGHTING E103 FLOOR PLAN - DATA E104 FLOOR PLAN - FIRE ALARM E401 ENLARGED POWER/LIGHTING PLANS E501 EMS DIAGRAM DETAILS AND SCHEDULES E601 PANEL SCHEDULES X X X X X X X X X SAKE REINDERSMA AR CHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com 11273 REGISTERED HITECT ` ' U 2 In Q N E 0 2233 Lake P LIGHTING: & RELOC CED NATIONAL ACCOUNTS SHAWN CAMPBELL shawn.campbell@ced.com PHONE: 678.215.3065 MOOD MEDIA: 5700 S. MOPAC EXPRESSWAY (BLDG. D) AUSTIN, TX 78749 MARY MATHERY mary.mathery@moodmedia.com PHONE: 404.395.4031 COMPACTOR: PTR BALER & COMPACTOR CO. FRED FREER FFreer@PTRCo.com (0) 770.517.1172 (C) 267.977.3442 FA & BA MONITORING: VECTOR SECURITY JESSICA DANIEL Jdaniel@vectorsecurity.com 703.468.6100 x51278 INTERIOR DOORS/ HARDWARE: DH PACE NATIONAL ACCOUNTS RESTROOMS & DIVISION 1901 E. 119TH ST. BREAKROOM TILE & SECURITY OLATHE, KS 66061 DEVON HUMMEL / ZACH PUPO Devon.Hummel@DHPace.com PH: 816.480.2600 Zach.Pupo@DHPace.com PH: 816.480.2608 ENERGY MANAGEMENT: RESTROOM OFFICE DEPOT ACCESSORIES: 600 NORTH MILITARY TRAIL BOCA RATON, FL 33496 CARLI CASE carli.case@officedepot.com FLOOR & DECOR 2233 LAKE PARK DR. SUITE 400 SMYRNA, GA 30080 KAYSHEA THOMAS kthomas@flooranddecore.com (0) 404-471-1634 EXT. 3962 SIGNAGE: ID ASSOCIATES, INC 1771 INDUSTRIAL RD. DOTHAN, AL 36303 JILL GRAVATT JGravatt@idassociatesinc.com (0)334.836.1400 x168 BRINKS TIM TREAT / CHRISTINA LACOUR Tim.Treat@brinksinc.com 770.289.2311 Christina.Lacour@brinksinc.com 469.549.6027 SITE VICINITY MAP ENTOUCH CONTROLS 661 N. PLANO RD., SUITE 323 RICHARDSON, TX 75081 hanna.conrey@entouchcontrols.com charles.mednia@entouchcontrols.com (0) 469.291.9761 WIRING SYSTEMS: DATA CABLING: NETWORK ENGINEERING TECHNOLOGIES MECHANICAL EQUIPMENT: D&P CUSTOM LIGHTS / WIRING SYSTEMS / PLUG & PLAY BOXES 900 63RD AVE. NORTH NASHVILLE, TN 37209 NEIL APORTADERA neil@dandpcustom Iights.com (0) 615.350.7800 VIRTUAL SURVEILLANCE JONATHAN BLACK jblack@vs-us.com 1.866.424.9079 x7126 ICE MACHINE: 3140 DEMING WAY, MIDDLETON, WI 53562 ANDREW HANDELAND andrew.handeland@nettechnology.com FloorandDecore@nettechnology.com P: 608.827.2245 LOCKERS: LENNOX HOMER UEHLINGER Homer.Uehlinger@lennoxind.com PHONE: 972.497.6219 ULINE 2575 ULINE DRIVE PLEASANT PRAIRIE, WI 53158 PHONE: 800.925.5510 EASY I C E JEREMY RAMA jrama@easyice.com 1.866. EASY. I CE EXT. 108 SLIDERS/ COILING DOORS/ DOCK EQUIP.: ASSA ABLOY ENTRANCE SYSTEMS PEDESTRIAN DOOR SOLUTION 1900 AIRPORT ROAD MONROE, NC 28110 STEPHANIE CORREA 609.249.9528 Stephanie.Correa@assaabloy.com CANOPIES: MAPES nationalaccounts@mapes.com CHAD FREEBURGER ChadFreeburger@mapes.com 404.471.1634 SPENCER SAWTELLE ssawtelle@mapes.com pm@mapes.com 888.273.1132 S. 180th St. SECURITY PEDESTALS: FLOOR POLISHING CHECKPOINT FRANK PANEBIANCO frank.panebianco@checkpt.com BOB SERENSON Rserenson@checkpointsystems.mail.onmicrosoft.com 609.413.5515 RETRO PLATE Scott.Maxfield@retroplatesystem.com 801.641.6796 BARN DOOR: RUSTICAHARDWARE.COM 1520 N. MAIN STREET SPRINGVILLE, UT 84663 800.891.8312 CODY THOMAS support@rusticahardware.com WINDOW COVERING: WINDOW FILM DEPOT 4939 LOWER ROSWELL ROAD SUITE #100B MARIETTA, GA 30068 1.866.933.3456 KRISSY MOSBY krissy@windowfilmdepot.com U a) 0 a. c 0 m REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 6 2017 City of Tukwila BUILDING DIVISION date: OS/IO/2017 issued for: FOR PERMIT revision no.: date: job no.: 11-021 sheet title: INDEX SHEET sheet no.: G00 LEGEND FIRE EXTINGUISHER (INSTALL OPPOSITE SIDE OF ENTRY ON SALES FLOOR COLUMNS) EGRESS PATH =1 - FIRE ALARM NOTES 1. THIS BUILDING WILL BE EQUIPPED WITH A FIRE ALARM SYSTEM. SHALL MEET ALL REQUIREMENTS OF NFPA 72.REFER TO 2. SEE ELECTRICAL FOR FULL FIRE ALARM DESIGN CRITERIA. 3. ARCHITECT/GENERAL CONTRACTOR -TO PROVIDE THREE THE FIRE ALARM SYSTEM SPECIFICATIONS. (3) ADDITIONAL FIRE NEED TO BE STORED ON SITE BUILDING BEING TURNED OVER EXTINGUISHERS TO BE PROVIDED PER NEW STORE THAT WILL AND LOCATION DETERMINED BY FLOOR & DECOR PRIOR TO TO OPERATIONS. Plumbing Fixture Requirements Number of Occupants (EGRESS) = 1,230 divided by 2 = 615 MALE 615 FEMALE EVACUATION PROVIDED P 1. G.0 TO COORDINATE WITH ARCHITECT FOR FINAL MAP AND INSTALL IN THE BREAK ROOM AND TRAINING ROOM. MOUNT TO INSIDE FACE OF DOOR. 2. THE MAP SHOULD BE INSTALLED BEFORE THE MERCHANDISE INSTALL DATE. 3. PROVIDE MAPS IN OTHER LOCATIONS ONLY AS REQUIRED BY LOCAL JURISDICTION. CLASSIFICATION of COMMODITIES 1 THE BUILDING IS CLASSIFIED AS A NON SEPARATED MERCANTILE OCCUPANCY. 2 THE TENANT WILL STORE CLASS I-IV COMMODITIES AND GROUP A PLASTICS 3. NO COMMODITIES ABOVE 16'-0" AND NO PLASTICS ABOVE 5'-0". FIRE EXTINGUISHER NOTE 1. PROVIDE PORTABLE FIRE EXTINGUISHERS (FE) IN ACCORDANCE WITH: A TRAVEL DISTANCE TO A FIRE EXTINGUISHER SHALL NOT EXCEED 75 FEET. B. FIRE EXTINGUISHERS Shall. NOT BE OBSTRUCTED OR OBSCURED FROM VIEW. C. FIRE EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED WHERE THEY WILL BE READILY ACCESSIBLE AND IMMEDIATELY AVAILABLE IN THE EVENT OF A FIRE. PREFERABLY THEY SHALL BE LOCATED ALONG THE NORMAL PATHS OF TRAVEL, INCLUDING EXITS FROM AREAS D. THE TOP OF THE FIRE EXTINGUISHER SHALL BEAT 42" A.F.F. E. G.C. TO COORDINATE WITH FIRE MARSHALL. F. G.0 TO TO LEAVE (3) ADDITIONAL FIRE EXTINGUISHERS ON SITE FOR ALL NEW STORES. G.FIRE EXTINGUISHER SHALL NOT BE A PROTRUDING OBJECT PER ADASAD 307. CODE INFORMATION REQUIRED PLUMBING STRUCTURE OR ELEMENT I U.L. DESIGN NO. Plumbing Fixture Requirements Number of Occupants (EGRESS) = 1,230 divided by 2 = 615 MALE 615 FEMALE REQUIRED PROVIDED 1 Water Closet per 500 people = 2 Male + 2 Female 1 Lavatory per 750 people = 2 Male + 2 Female Drinking Fountains 1 per 1,000 people Mop Sink = 1 Required Water Closet = 2 (+1 unrinal) Male + 3 Female Lavatory = 2 Male + 2 Female Drinking Fountains = 2 (1 Hi and 1 Low) Mop Sink = 1 OCCUPANT LOAD USE AREA OCCUPANT LOAD FACTOR OCCUPANT LOAD MERCANTILE STORAGE, STOCK, SHIPPING, MECHANICAL / ELECTRICAL BUSINESS AREAS (OFFICE) TOTAL OCCUPANT LOAD 69,008 SF 2,236 SF 17,540 SF 89,939 SF 60 GROSS 300 GROSS 100 GROSS 1,150 58 22 1,230 EXIT REQUIREMENT TOTAL REQUIRED EXIT WIDTH 1,230 X 0.2 = 246 INCHES TOTAL PROVIDED EXIT WIDTH EXIT "A" = 188" EXIT "B" = 96" EXIT "C" EXIT "D" EXIT "E" EXIT "F" EXIT "G" _ EXIT "H" 36" 36" 36" 36" 36" 36" TOTAL EXIT WIDTH PROVIDE = 500 INCHES PROJECT TYPE: BUILDING CODES: NUMBER OF STORIES: PRIMARY USE GROUP: CONST. TYPE. ALLOWABLE AREA: RENOVATION INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL FUEL GAS CODE 2015 UNIFORM PLUMBING CODE 2015 WASHINGTON STATE ENERGY CODE, CHAPTER 51-11 WAC, 2015 WASHINGTON CITIES ELECTRICAL CODE, NFPA 70, 2014 NATIONAL FIRE PROTECTION ASSOCIATION 13, 2016 NATIONAL FIRE PROTECTION ASSOCIATION 72, 2016 1 (ONE) M MERCANTILE VB - UNPROTECTED WOOD FRAME - (100% FULLY SPRINKLED) UNLIMITED AREA ALLOWED PER SECTION 507.4 CONSTRUCTION REQUIREMENTS FIRE RESISTIVE RATING PER TABLE 601 & 602 (TYPE 2B CONSTRUCTION) STRUCTURE OR ELEMENT HOURLY RATING U.L. DESIGN NO. Structural Frame 0 hr. N/A Int. & Ext. non -load bearing walls 0 hr. N/A Exterior Toad bearing walls 0 hrs. N/A Interior load bearing walls 0 hr. N/A Floor construction (Including supporting beams & joists) 0 hr. N/A Roof construction (Including supporting beams & joists) 0 hr. N/A Exit Stair (Shafts) 0 hr. (per 707.4) N/A Exit corridors 0 hr. (table 1017.1) N/A Tenant Separation Walls 0 hr. (per 708) N/A Anchor Store Separation from Mall 2 hrs. (per 706) U440 Smoke Barriers 0 hr. (709) N/A 336'-3" O P 1 45'-6" TO EXIT E 69'-6" TO EXIT E 1 .-• . . • • muumuu 1N11IIGIIIIIIIIRI11 IIIIIIIflIW171Wtl rtinni 1 1 7\.7/�7\ 1L\VJIL\VJVVN/ VJLN 1 1 1 1 1 1 1 1 V JL /1- \ISL 7 0) co N I � F I I "/N 2 I . /I\ I /i\ /I\ it WI k x.777 7 N\N // /\ /1\ / OI 1I I;)V\› 101 K/K \\> - �I- -►/ . \. �l! 1_1�_' L\/ /. \/I\\ I �1 I\/i\/\ /\V\����//\IL� 1 / /��, 1 1 \V\�/v/� I 1 k7\7K7\/ N /1\/I\/ , \/1\X/I\/ /Vi/N/ b / \ \/ \1L b \I/ / \/I\/I\/\/I q \/l/I\71\/I 1 C.J <X/ o IL\,'JIZ\VJV VNVN/J i I/mow 0 _ _,,..! ID: '41 1\7)/A r /I\ 711\ /I\ 711\ 71 it ' 7" 71� Vii\ i! 1 IL\/JVVN/ V\/NIL J I • I \7'X77 \y\V\//\ \ a v\/\ a I/)./\i/Gi = ,� \ T \�/ \L� '� ID////i// \I/ \ 07///0 w \w /1\ /I\ / w \ / O R ��� I� A 0 \/\7\7 OI /� /�\/ oI D'1 I�/� \� r \L/ \\j/ \I / \I/ \_ \I ATI L//SIL �I/ \I/ \ �- - � /� /IU\ /1\ / ~ ~I I\/1 /i\/I\71 �I \71\7\71\/ - 1 /\/\71\7 ..IL\NJIL\/NIIV\VNIL\V�I r - Tr �1 I� of 1,� \ 1/ I r I /1\ /i\ /1 11 11 / 1 1 I -y rs /I\ / �1-177\-7\ /\/1 t/�:iLJL\ / 1\\ / /I\ 7 / `0010 \ 7i\/\�/. // FDC & RI LOCAT El 11 / J/ \L \L/ \ L \ ><>1> I I R /N 7N 7\ 7 \ \ 7\77 \i >IK> /v /v vILy/v� U ria_; Lr 7\ \7\7\7 e�7. /\A / i\\ i 1L \ JL/\/JIL\/JILJ 1\7\71\7\71\7\7 \/\V\ �\ \/ /x\7\7 \/X1\/\/-1\7 I\ 7l\/\7\.. 7tN7 - 771 '7 / \7\717\7 \ >7K7 100001J 7X1\7\\7 1 \X7'\717 \\ X7L7 \71 7\7 \7171X7 \ IL JL 11/ \IL JIL -1\A 711\/\ 71\ 7\7rm7 1 1 EMERGENCY ILLUMINATION FOR BUILDINGS AND DURATION OF ILLUMINATION (1008.3.2--1008.3.5) In the event of power supply failure in Rooms and spaces, an emergency electrical system shall automatically illuminate all of the following areas: 1. Electrical equipment rooms, 2. Fire command centers, 3. Fire pump rooms, 4. Generator rooms, 5. Public restrooms with an area greater than 300 square feet. The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or an on-site generator. Illumination level under emergency power, the lighting facilities shall be arranged to provide initial illumination that is not less than an average of 1 footcandle and a minimum at any point of 0.1 footcandle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 footcandle average and a minimum at any point of 0.06 footcandle at the end of the emergency fighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. 2015 IBC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied; illumination level shall be not Tess than 1 footcandle at the walking surface. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Interior exit access stairways and ramps. 2. Interior and exterior exit stairways & ramps, 3. Exit passageways, 4. Vestibules at level of discharge, 5. Exterior landings and areas used for exit discharge. RECEIVED CITY OF TUKWILA AUG 11 2017 PERMIT CENTER •1 ..• i �`. &- .4 EGRESS PLAN SCALE: 1/16 = 1-0" KNOX BOX LOCATION SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com cd U 2 U) sZ a) E im § 1 N .'L D Cn NEa; OR � PQ0 M a)0 o 4-. JW 1 g L?) 8 NM U O l V u U !'i DECOR REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 6 2017 City of Tukwila BUILDING DIVISION date: OS/10/2011 issued for: FOR PERMIT revision no.: date: job no.: 1 1- 02 1 sheet title: CODE LIFE SAFETY PLAN sheet no.: G001 ACCESSIBILITY GUIDELINES 1. AN UNOBSTRUCTED TURNING SPACE OF 60" IN DIAMETER SHALL BE PROVIDED WITHIN AN ACCESSIBLE TOILET ROOM. 2. A CLEAR FLOOR SPACE OF NOT LESS THAN 48" WIDE AND 56" LONG SHALL BE PROVIDED FOR AT LEAST ONE WATER CLOSET FOR THE USE OF THE DISABLED. WHEN SUCH WATER CLOSET IS WITHIN A COMPARTMENT, ENTRY TO THE COMPARTMENT SHALL HAVE A CLEAR WIDTH OF 32". A DOOR, IF PROVIDED, SHALL NOT ENCROACH INTO THE REQUIRED CLEAR FLOOR SPACE IN FRONT OF THE WATER CLOSET. EXCEPT FOR DOOR SWING, A CLEAR UNOBSTRUCTED ACCESS NOT LESS THAN 42" FOR A LATCH SIDE APPROACH AND 48" FOR THE OTHER APPROACHES SHALL BE PROVIDED TO TOILET COMPARTMENTS DESIGNED FOR USE BY THE HANDICAPPED. THE HEIGHT OF WATER CLOSETS SHALL BE 17" TO 19" MEASURED TO THE TOP OF THE TOILET SEAT. 3. GRAB BARS AT EACH SIDE OR ONE SIDE AND THE BACK OF THE WATER CLOSET SHALL BE PROVIDED AND SECURELY ATTACHED 33" TO THE CENTER LINE ABOVE AND PARALLEL TO THE FLOOR. GRAB BARS AT THE SIDE SHALL BE 42" LONG WITH THE BACK END POSITIONED 12" FROM THE REAR WALL. GRAB BARS AT THE BACK SHALL BE 36" LONG WITH ONE END POSITIONED 6" FROM THE SIDE WALL. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF THE GRAB BARS SHALL BE 1-1/4" TO 1-1/2" AND THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-1/2". 4. A CLEAR FLOOR SPACE OF NOT LESS THAN 30" WIDE AND 48" LONG SHALL BE PROVIDED AT AT LEAST ONE LAVATORY. SUCH A CLEAR FLOOR SPACE SHALL EXTEND A MAXIMUM OF 19" UNDERNEATH THE LAVATORY. A KNEE CLEARANCE THAT IS AT LEAST 27" HIGH, 30" WIDE, AND 19" DEEP SHALL BE PROVIDED UNDERNEATH LAVATORIES WITH EXPOSED PIPES INSULATED, OR OTHERWISE CONFIGURED, SO AS TO PROTECT AGAINST CONTACT. LAVATORIES SHALL BE MOUNTED WITH THE COUNTER OR RIM NO HIGHER THAN 34" ABOVE THE FINISH FLOOR. 5. A CLEAR FLOOR SPACE OF NOT LESS THAN 30" WIDE AND 48" LONG SHALL BE PROVIDED AT EACH WATER COOLER FOR THE USE OF THE DISABLED. THE WATER COOLER UNIT SHALL HAVE A KNEE CLEARANCE THAT IS AT LEAST 27" HIGH AND 17"-19" DEEP. SPOUTS SHALL BE NO HIGHER THAN 36" ABOVE FINISH FLOOR TO THE SPOUT OUTLET. 6. WHERE MIRRORS ARE PROVIDED, AT LEAST ONE SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE NO HIGHER THAN 40" ABOVE THE FINISHED FLOOR. 7. WHERE PAPER TOWEL DISPENSERS AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE SHALL BE INSTALLED WITHIN 48" ABOVE THE FINISH FLOOR TO THE HIGHEST OPERABLE PART. 8. WHERE TOILET PAPER DISPENSERS ARE PROVIDED, AT LEAST ONE SHALL BE INSTALLED WITHIN REACH AND 19" MINIMUM TO THE CENTERLINE ABOVE THE FINISH FLOOR. 9. CONTROLS AND SWITCHES ON WALLS ARE TO BE PLACED A MAXIMUM OF 48" ABOVE THE FINISH FLOOR. ELECTRICAL RECEPTACLES ON WALLS SHALL BE PLACED NO LESS THAN 15" ABOVE THE FINISH FLOOR. DIMENSIONS ARE TO THE HIGHEST OPERABLE PART OF CONTROLS AND THE LOWEST OPERABLE PART OF CONTROLS AND THE LOWEST OPERABLE PART OF RECEPTACLES. TYPICAL ABBREVIATIONS ABV ABOVE H.M. HOLLOW METAL A.C.T. ACOUSTICAL CEILING TILE LL. LANDLORD A.D.A. AMERICANS WITH DISABILITIES ACT MICRO MICROWAVE A.F.F. ABOVE FINISH FLOOR MIN. MINIMUM A.S.T.M. AMERICAN SOCIETY FOR TESTING AND MATERIALS MTL. METAL BD. BOARD M.W.C. MILLWORK CONTRACTOR BM. BEAM N.I.C. NOT IN CONTRACT CLG. CEILING O.C. ON CENTER CLR. CLEAR P.L. PLASTIC LAMINATE CONC. CONCRETE RD ROUND DF DRINK FOUNTAIN REF REFRIGERATOR DS DOWNSPOUT REFL. REFLECTED EQ. EQUAL R.W.L. ROOF WATER LEADER F.C. FIXTURE CONTRACTOR SST. STAINLESS STEEL FIN. FINISH STL. STEEL F&I FURNISH AND INSTALL STRUCT. STRUCTURE FL. FLOOR SIM. SIMILAR F.F. FACE OF FINISH SUSP. SUSPENDED F.S. FACE OF STUD TA F.V. FIELD VERIFY T.B.D. TO BE DETERMINED F.C.I.C. FURNISHED BY CONTRACTOR, INSTALLED BY CONTRACTOR (G.C.) TEMP. TEMPORARY F.O.I.O. FURNISHED BY OWNER, INSTALLED BY OWNER T&G TONGUE AND GROOVE F.O.I.C. F.L.I.L. FURNISHED BY OWNER, INSTALLED BY CONTRACTOR (G.C.) FURNISHED BY LANDLORD, INSTALLED BY LANDLORD TYP. U.L. TYPICAL G.C. TO PROVIDE RESTROOM SIGN WITH RAISED AND BRAILLE CHARACTERS AND PICTORIAL SYMBOL SIGN AT CORRIDOR SIDE OF TOILET ROOM DOOR AS PER STATE AND LOCAL ACCESSIBILITY CODE. A. BOTTOM OF TACTILE CHARACTERS SHALL BE MOUNTED BETWEEN 48" AND 60" A.F.F. B. BOTTOM OF BRAILLE SHALL BE MOUNTED BETWEEN 48" AND 60" A.F.F. C. SIGN TO BE SURFACE MOUNTED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. D. SIGNS SHALL BE IN CONTRASTING COLOR AND NON -GLARE FINISH. MEN oo 10 >c 0 / " x 0 Lu Lu J 1= w z J w rn m WOMEN \ .21,18"CLR. FLR. SPACE TYPICAL TACTILE SIGNAGE 00 10 0 PP w w J F- F - LU z w CO 8" CLR. FLR. SPACE SCALE: N.T.S. HEIGHT OF RAISED CHARACTERS POSITION OF BRAILLE CENTER LINE OF TACTILE CHARACTERS LOCATION OF TACTILE SIGNS AT DOORS 48" AF_F_ MIN. TACTILE CHARACTERS 3S:•_ MAX. TACTILE TACTILE CHARACTER HEIGHT ABOVE FLOOR TACTILE SIGN NOTES: 1. RAISED CHARACTERS SHALL COMPLY WITH 703.2 AND SHALL BE DUPLICATED IN BRAILLE COMPLYING WITH 703.3. RAISED CHARACTERS SHALL BE INSTALLED IN ACCORDANCE WITH 703.4. (703.2) 2. BRAILLE SHALL BE CONTRACTED (GRADE 2) AND SHALL COMPLY WITH 703.3 AND 703.4. (703.3) 3. BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT. IF TEXT IS MULTI -LINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. (703.3.2) 4. PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6 INCHES (150 MM) MINIMUM. CHARACTERS AND BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD. (703.6.1) 5. PICTOGRAMS AND THEIR FIELD SHALL HAVE A NON -GLARE FINISH. PICTOGRAMS SHALL CONTRAST WITH THEIR FIELD WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM ON A LIGHT FIELD. (703.6.2) TACTILE SIGNS ACC _SS iL\ � u 1 BL .S THIS DRAWING IS A REPRESENTATIVE SUMMARY OF THE REQUIREMENTS OF THE ADA STANDARDS THAT MAY BE APPLICABLE TO THE PROJECT. WHERE SPECIFIC DIMENSIONAL INFORMATION AND CLEARANCES ARE NOT NOTED ON THE DRAWINGS, CONSTRUCT TO THE CLEARANCES AND TOLERANCES SHOWN ON THIS SHEET. WHERE DRAWINGS SPECIFICALLY INDICATE DIFFERENT OR CONFLICTING INFORMATION TO THE STANDARDS DEPICTED ON THIS SHEET, CONSTRUCT USING THE MORE STRINGENT REQUIREMENT OR CONTACT THE ARCHITECT FOR RESOLUTION TYPICAL MOUNTING HEIGHTS NOTE: LOCATE DEVICES ON SAME WALL AS DOOR, U.O.N. 8" 00 Zo / / / / \ `f. \ \ DOOR FRAME EDGE STROBE (AS APPLICABLE) THERMOSTAT, INTERCOM OR SECOND ROW OF RECEPTACLES CENTER TO CLUSTER (WHEN USING DIMMERS, LOCATE THERMOSTAT AT OPPOSITE SIDE OF DOOR) LIGHT SWITCH, DIMMERS, EGRESS BUTTON, INTERCOM BUTTON, CARD READER, ETC. CLUSTER, (SEE PLAN FOR QUANTITY OF EACH CLUSTER) DOOR LEVER, PULL WALL OUTLET FINISH FLOOR TYPICAL LOCATION FOR LIGHT SWITCHES, ODIMMERS, EGRESS BUTTONS, THERMOSTATS, ETC. STROBE (AS APPLICABLE) THERMOSTAT OR INTERCOM LIGHT SWITCHES DIMMERS, POWER AND TELEPHONE RECEPTACLE, ETC. CREDENZA OR COUNTER. REFER TO ELEVATION/DETAILS FINISH FLOOR TYPICAL LOCATION FOR ONE OR TWO MOUNTED CDFIRE ALARM DEVICES / VISUAL ALARM FEC SCALE: N.T.S. E EQ.), Q. / TYPICAL WALL PANEL JOINT POWER AND TELEPHONE RECEPTACLE AND CLUSTER VERTICALLY MOUNTED, CENTERED BETWEEN PANEL JOINTS / FINISH FLOOR TYPICAL LOCATION FOR POWER AND © TELEPHONE OUTLETS AT WALL OR COLUMN • \ \ I FIRE ALARM (SPEAKER/STROBE OR STROBE ONLY) FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER FINISH FLOOR TYPICAL LOCATION FOR OUTLETS, SWITCHES AND © THERMOSTATS, ETC. AT CREDENZA OR COUNTERTOP UNDERWRITER'S LABORATORY F.R.T. FIRE RATED TREATED U.N.O. UNLESS NOTED OTHERWISE G.A. GAUGE V.I.F. VERIFY IN FIELD G.C. GENERAL CONTRACTOR V.C.T. VINYL COMPOSITION TILE G.W.B. GYPSUM WALL BOARD W/ WITH GYP.BD. GYPSUM WALL BOARD WC WATER CLOSET HB HOSE BIB WD. WOOD ARCHITECTURAL SYMBOL LEGEND SYMBOL DESCRIPTION LEASE LINE 0 -NUMBER WINDOW MARKER DIMENSION START/END ® NUMBER KEYED NOTE 0'-0" FIN. FLOG \ LEVEL DATUM NOTE ARROW REVISION PARTITION TAG < XX -X > FINISH TAG AX ELEVATION TAG SECTION TAG AX AX DETAIL TAG AX r� j LI— AREA DETAILED PLAN DETAIL EXISTING DOOR - SEE DOOR SCHEDULE FOR NEW WORK z 2 0 co CLEAR I FLOOR SPACE OPLAN AT LAVATORY D FRONT ELEVATION AT WATER CLOSET 2 11" MIN 6" MAX TOE CLR. MAX K E CLRANCE NOTE: DASHED LINES INDICATES DIMENSIONAL UNDER LAVATORY ENCLOSURE. © SIDE ELEVATION AT DRINKING FOUNTAIN 17" MIN. KNEE CLEARANCE © SIDE ELEVATION AT LAVATORY TOILET PAPER DISPENSER (ABOVE GRAB BAR) TOILET PAPER DISPENSER (BELOW GRAB BAR) E SIDE ELEVATION AT WATER CLOSET 0 co z 48" MIN. CLEAR FLOOR 1 SPACE L— — — 5" I 15" MAX MIN FORWARD APPROACH OPLAN AT DRINKING FOUNTAIN TYPICAL PLUMBING ELEMENTS AND FACILITIES 2. i'+�i ,•.'1 i'+4 r ►•+•e -527* CV:91;24VWW. 36"x24" MIRROR HAND DRYER 2 INSULATE DRAIN AND HOT WATER LINES BELOW LAVATORY © FRONT ELEVATION AT LAVATORY 54" MIN fat 39"-41' .7+•4 a�rr�+t f 6.4 N � ►1'r Ni WOW! ..4.444.4.14466gliWitto, 24" MIN. OSIDE ELEVATION AT WATER CLOSET z_ MIN. I i CLEAR FLOOR I SPACE L --J 3 1/2' MAX SIDE APPROACH OPLAN AT DRINKING FOUNTAIN NOTE: FIXTURE SHOWN FOR ILLUSTRATION PURPOSE ONLY. SEE SHEET A502 AND PLUMBING FOR ACTUAL FIXTURE TYPE. SCALE: N.T.S. (D) TOILET ROOM FRONT APPROACH 1114111 E8',J1 z_, \ (D) TOILET ROOM FRONT APPROACH (E) TOILET ROOM SIDE APPROACH TYPICAL ACCESSIBILITY CLEARANCES FIGURE 11B-308.2.1 UNOBSTRUCTED FORWARD REACH A FIGURE 11B-308.2.2 UNOBSTRUCTED HIGH FORWARD REACH B FIGURE 11B-308.3.1 UNOBSTRUCTED SIDE REACH SIZE OF TURNING SPACE: THE MINIMUM SPACE REQUIRED FOR A STANDARD WHEELCHAIR TO MAKE A 180 -DEGREE TURN ISA CLEAR SPACE OF A 60 INCH DIAMETER OR A T -SHAPED SPACE. REFER TO THE TURNING SPACE DETAILS BELOW. DOOR SWING: UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES. 5'-0" 5'-0" (A) CIRCULAR TURNING SPACE (B) T -SHAPED TURNING SPACE FIGURE 11B-308.3.2 UNOBSTRUCTED SIDE REACH TYPICAL ACCESSIBILITY REACH CLEARANCES 7 SCALE: N.T.S. FIGURE 11B-308.3.2 UNOBSTRUCTED SIDE REACH CENTERLIN NEW DOOR DOOR DESIGNATION NUMBER COLUMN DESIGNATION LETTER FIXTURE DESIGNATION ROOM NUMBER FLOOR ROOM DESIGNATION CEILING TYPE CEILING HEIGHT MATERIAL/FINISH CEILING DESIGNATION (A) VERTICAL CHANGE IN LEVEL - 2 Jr (B) BEVELED CHANGE IN LEVEL TYP. TRANSITION DTL. SCALE: N.T.S. 1 1/2" MIN. AND MAX. 1 1/4" TO 1 1/2" NOMINAL DIAMETER. 5/8" GYP. BD. FRT WOOD BLOCKING (TYP.) GRAB BAR NOTES: VERTICAL CHANGES IN LEVEL: CHANGES IN LEVEL GREATER THAN 1/4 INCH (6.4 MM) IN HEIGHT AND NOT MORE THAN 1/2 INCH (13MM) MAXIMUM IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 1. BENDING STRESS IN GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF 250 LBF SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. 2. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF 250LBF SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. IF THE CONNECTION BETWEEN THE GRAB BAR OR SEAT AND IT'S MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL BE TOTALED FOR THE COMBINED SHEAR STRESS, WHICH SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. TYPICAL GRAB BAR DETAIL SCALE: N.T.S. 3. SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF 250 LBF SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHATEVER IS THE SMALLER ALLOWABLE LOAD. 4. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF 250 LBF PLUS THE MAX. MOMENT FROM THE APPLICATION OF 250 LBF. SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND THE SUPPORTING STRUCTURE. w J O 4x4 FRP PANEL -BEIGE FRONT OF UNIT CANE APRON FOR HAC (PLATINUM VINYL) FLOOR LINE 30"x48MINIMUM FLOOR SPACE CENTERED UNDER LOW,-., DRINKING FOUNTAIN UNIT CENTERLINE OF LOWER UNIT ADA - HI -LO DRINKING FOUNTAIN SCALE: 1/2" =11-0" RECEIVED CITY OF TUKWILA AUG 1 1 2017 PERMIT CENTER SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p:480.515.5123 f: 602.513.7193 cal E H. REINDERSMA ATE OF WASHINGTON 0 g‘•4 NE 00 4cai am ..cs eL co 11 g • a. Lu Lu Lu 06 0 0 8, REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 6 2017 rCity of Tukwila ?UILDING DIVISION date: 05/10/2011 issued for: FOR PERMIT 1L Tx) o �a \ co (E) TOILET ROOM SIDE APPROACH TYPICAL ACCESSIBILITY CLEARANCES FIGURE 11B-308.2.1 UNOBSTRUCTED FORWARD REACH A FIGURE 11B-308.2.2 UNOBSTRUCTED HIGH FORWARD REACH B FIGURE 11B-308.3.1 UNOBSTRUCTED SIDE REACH SIZE OF TURNING SPACE: THE MINIMUM SPACE REQUIRED FOR A STANDARD WHEELCHAIR TO MAKE A 180 -DEGREE TURN ISA CLEAR SPACE OF A 60 INCH DIAMETER OR A T -SHAPED SPACE. REFER TO THE TURNING SPACE DETAILS BELOW. DOOR SWING: UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES. 5'-0" 5'-0" (A) CIRCULAR TURNING SPACE (B) T -SHAPED TURNING SPACE FIGURE 11B-308.3.2 UNOBSTRUCTED SIDE REACH TYPICAL ACCESSIBILITY REACH CLEARANCES 7 SCALE: N.T.S. FIGURE 11B-308.3.2 UNOBSTRUCTED SIDE REACH CENTERLIN NEW DOOR DOOR DESIGNATION NUMBER COLUMN DESIGNATION LETTER FIXTURE DESIGNATION ROOM NUMBER FLOOR ROOM DESIGNATION CEILING TYPE CEILING HEIGHT MATERIAL/FINISH CEILING DESIGNATION (A) VERTICAL CHANGE IN LEVEL - 2 Jr (B) BEVELED CHANGE IN LEVEL TYP. TRANSITION DTL. SCALE: N.T.S. 1 1/2" MIN. AND MAX. 1 1/4" TO 1 1/2" NOMINAL DIAMETER. 5/8" GYP. BD. FRT WOOD BLOCKING (TYP.) GRAB BAR NOTES: VERTICAL CHANGES IN LEVEL: CHANGES IN LEVEL GREATER THAN 1/4 INCH (6.4 MM) IN HEIGHT AND NOT MORE THAN 1/2 INCH (13MM) MAXIMUM IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 1. BENDING STRESS IN GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF 250 LBF SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. 2. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF 250LBF SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. IF THE CONNECTION BETWEEN THE GRAB BAR OR SEAT AND IT'S MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL BE TOTALED FOR THE COMBINED SHEAR STRESS, WHICH SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. TYPICAL GRAB BAR DETAIL SCALE: N.T.S. 3. SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF 250 LBF SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHATEVER IS THE SMALLER ALLOWABLE LOAD. 4. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF 250 LBF PLUS THE MAX. MOMENT FROM THE APPLICATION OF 250 LBF. SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND THE SUPPORTING STRUCTURE. w J O 4x4 FRP PANEL -BEIGE FRONT OF UNIT CANE APRON FOR HAC (PLATINUM VINYL) FLOOR LINE 30"x48MINIMUM FLOOR SPACE CENTERED UNDER LOW,-., DRINKING FOUNTAIN UNIT CENTERLINE OF LOWER UNIT ADA - HI -LO DRINKING FOUNTAIN SCALE: 1/2" =11-0" RECEIVED CITY OF TUKWILA AUG 1 1 2017 PERMIT CENTER SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p:480.515.5123 f: 602.513.7193 cal E H. REINDERSMA ATE OF WASHINGTON 0 g‘•4 NE 00 4cai am ..cs eL co 11 g • a. Lu Lu Lu 06 0 0 8, REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 6 2017 rCity of Tukwila ?UILDING DIVISION date: 05/10/2011 issued for: FOR PERMIT revision no.: date: job no.: 11-021 sheet title: ACCESSIBILITY STANDARDS sheet no.: G002 / 7 T 5 309'-7" 46'-11 1/2"A' 43'-0" 4, 43'-0" 43'-0" / 43'-0" / 47'-0" / 43'-7 1/2" / 1 11 11 —0— JJ TYP. L L LIJ P L L I L u u L r L IJ L f T L L J L J L L1_1 L L J L L TYP. 1 LIJ LmI 1— 7 PIT PIT L J L 1— 17 1— 7 L J L [— 7 L -0—�7--- L J L L r L T J 1— 7 L 1 L 1 1— 7 L T —1 1— 7 L 1— 7 0 L P T P 7 L J L L 11 1 L J L L J L L ▪ T L 1 L J L 1— 7 L P 7 L J TYP. DEMOLITION FLOOR PLAN SCALE: 1/16' = 1'=0" V NORTH RECEIVED CITY OF TUKWILA AUG 11 2017 PERMIT CENTER DEMOLITION T WALL TO REMAIN 1. THE GENERAL CONTRACTOR AND HIS SUB -CONTRACTORS ARE REQUIRED TO VISIT THE SITE AND BUILDING PREMISES TO INSPECT EXISTING CONDITIONS AND BECOME FAMILIAR WITH LOCAL CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. 2. THE INTENT OF THESE DOCUMENTS IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. THE PERFORMANCE OF THE CONTRACTOR IS REQUIRED TO BE CONSISTENT WITH THE DOCUMENTS AS THE WORK IS DESCRIBED OR REASONABLY INFERRED TO PRODUCE THE REQUIRED RESULTS. 3. ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE CODE STANDARDS REFERENCED, EXECUTED IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS AND CONFORM TO THE SPECIFIC REQUIREMENTS OF THE OWNER AND ARCHITECT. 4. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THE PROCUREMENT OF ALL REQUIRED PERMITS AND APPROVALS PRIOR TO THE COMMENCEMENT OF THE WORK AND TO PROVIDE FOR REQUIRED INSPECTIONS. ALL LICENSES, RECEIPTS FOR FEES PAID AND PERMITS SHALL BE COPIED TO THE OWNER AND THE ARCHITECT UPON RECEIPT OF SUCH. 5. DO NOT SCALE DRAWINGS, USE THE DIMENSIONS PROVIDED. IF THERE ARE ANY DISCREPANCIES, CONTACT THE OWNER OR THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION. ALL DIMENSIONS GIVEN ARE TO NOMINAL ROUGH FRAMING DIMENSIONS. 6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF TRASH AND DEBRIS FROM THE JOB SITE ON A DAILY BASIS. THE DEBRIS REMOVED FROM THE JOB SITE SHALL BE DISPOSED IN A LEGAL MANNER IN CONFORMANCE WITH THE LOCAL, STATE AND FEDERAL REGULATIONS APPLICABLE TO THE TYPE OF MATERIALS BEING REMOVED. 7.FINAL CLEAN-UP IS TO INCLUDE: REMOVE DUST, DEBRIS, OILS, STAINS, PAINTS, SPILLS, FINGERPRINTS, AND LABELS FROM ALL FINISHED SURFACES. 8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL TRADES AND VENDORS (WHETHER UNDER THE GENERAL CONTRACT OR OWNERNENDOR PROVIDED) NECESSARY FOR THE COMPLETION OF THE WORK AND CERTIFICATION OF ALL WORK PRIOR TO THE OPENING DATE SPECIFIED IN THE BID FORM. THE GENERAL CONTRACTOR SHALL PROVIDE A SCHEDULE TO THE OWNER, WITHIN 3 DAYS AFTER NOTICE TO PROCEED, LISTING ALL MILESTONE TASKS AND EQUIPMENT DELIVERY DATES WITH START DATES AND COMPLETION DATES IN A LEGIBLE AND LOGICAL FASHION DEMONSTRATING CONFORMANCE WITH THE SCHEDULED OPENING DATE. 9. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUBMITTING ANY CHANGES TO THE PERMITTED WORK TO THE PERMITTING AGENCY FOR REVISION TO THE EXISTING PERMIT. THE OWNER AND THE ARCHITECT SHALL BE COPIED WITH ALL REVISED PERMITS. 10. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO OFF-SITE PROPERTY, ROADWAYS, AND LANDSCAPING. 11. AFTER DEMOLITION IS COMPLETE, THE G.0 IS TO PROVIDE REDLINED AS -BUILT DIMENSIONS TO THE ARCHITECT TO CHECK AGAINST THE CONSTRUCTION DRAWINGS AND COORDINATE WITH FLOOR & DECOR FIXTURE PLANS. 12. ALL REMAINING FIXTURES THROUGHOUT THE SPACE ARE TO BE REMOVED AND DISPOSED OF BY G.C. THIS INCLUDES BUT IS NOT LIMITED TO SALES FLOOR FIXTURES, STOCK ROOM RACKING, CASH WRAPS, ETC. DEMO.T S NOTES: n EXISTING FIRE RISER TO REMAIN. O EXISTING DEMISING WALL TO REMAIN. O EXISTING DOOR TO REMAIN (REPAIR AS NEEDED). O EXISTING STAIR TO REMAIN (REPAIR AS NEEDED). O EXISTING GAS LINE TO BE CAPPED AND RELOCATED. O EXISTING INTERIOR PILASTERS, COLUMNS, AND ROOF DRAINS TO REMAIN. O G.0 TO REMOVE EXISTING FIRE RISER. O G.C. TO REMOVE EXISTING FAN AND GRILL. \ 9 / G.C. TO REMOVE EXISTING INTERIOR STRUCTURE. 10 TO REMOVE EXISTING DOOR & INFILL, SEE FLOOR PLAN. 0. G.C. TO REMOVE EXISTING SLAB. RE: STRUCTURAL AREAS TO REMAIN UNDISTURBED. n G.C. TO REMOVE EXISTING DOOR, DOOR OPENING TO BE RE -PURPOSED FOR NEW DOOR/ENTRY. 13 G.C. TO REMOVE PORTION OF EXISTING WALL TO PREP FOR NEW DOOR/ENTRY. O. G.C. TO REMOVE EXTERIOR WALL TO PREP FOR NEW STOREFRONT ENTRY. EXISTING CONCRETE PILASTER TO REMAIN. RE: STRUCTURAL 15 G.C. TO REMOVE INTERIOR WALLS AND PLUMBING FIXTURES. CAP AND ABANDON LINES. RE: PLUMBING. 16 G.C. TO REMOVE EXISTING STOREFRONT. PROVIDE CMU INFILL. 17 G.C. TO REMOVE EXISTING STAIR. 18 G.C. TO REMOVE EXISTING CANOPY AND COLUMNS WHERE THEY OCCUR. 19 G.C. TO REMOVE EXISTING RETAINING WALLS AND RAILS. 20 G.C. TO REMOVE EXISTING FENCE. 21 G.C. TO REMOVE EXISTING ELECTRICAL PANELS. 22 EXISTING ROOF DRAINS TO REMAIN. 23 EXISTING COLUMN FOOTING TO REMAIN. DEMOLITION LEGEND –_ –_ STUD WALL TO BE REMOVED WALL TO REMAIN / \ / \ DOOR TO BE REMOVED / I DOOR TO REMAIN – – AREA OR FEATURE TO BE REMOVED NOTES: REMOVE ALL F.A DEVICES NOT REQUIRED TO REMAIN IN PLACE PER LOCAL AUTHORITY HAVING JURISDICTION. NOTES: GENERAL CONTRACTOR TO REMOVE ALL ABANDONED WIRING, CONDUIT, LOW VOLTAGE SYSTEMS AND ASSOCIATED STRAPPING, CLIPS AND SUPPORTS NOTES: GENERAL CONTRACTOR TO REMOVE ALL CEILINGS, CEILING GRID, CEILING TILES, LIGHT FIXTURES, HVAC DIFFUSERS, SOFFITS AND SAFETY ENCLOSURES, PREP METAL DECK AND STRUCTURE FOR NEW PAINT SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com 11273 REGISTERED ARCHITECT E H. REINDERSMA E OF WASHINGTON 7 iZ a) E 'ORdi a Q) CO 00 D m eo- cd t W SCD o cn 0 a) c1 0 - REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 6 2017 City of Tukwila BUILDING DIVISION date: 08/1 0/2011 issued for: FOR PERMIT revision no.: date: job no.: 17-027 sheet title: DEMOLITION FLOOR PLAN sheet no.: AD101 T 1/A101 23.25' N 47°29'33" W d If - 23.25' S 47°29'33" E 61'-3 s s L Ns _ Nos low 111111 �- VIM Et s .�- 642.69' N 52°44'03" - ' 03" W IMO LIMITS OFvSCOPE 9F WORK - MI MIR ogs 000 s ime ION O FLOOR & DECOR 88,784 S.F. (EXISTING USABLE AREA) 86,337 S.F. EXISTING ASHLEY FURNITURE 58,944 S.F. (N.I.C.) ///////////////// • • All- ��iie+�iiiiiiiia ��ar aiii�� iaa�artiiis•aa immimm 111d11111111101F- ----- iuuiuuu m■■r�■■■■■. / 1 TYP. 1 1 z IN 0 I0 N m O 1 O i OVERALL SITE PLAN SCALE: N.T.S. DETECTABLE WARNING DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT WALKING SURFACES EITHER LIGHT -ON -DARK OR DARK -ON -LIGHT. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE SURFACE. (SEC.11 B-705.1.13) DETECTABLE WARNING SURFACES SHALL BE YELLOW CONFORMING TO (FS 33538) OF FEDERAL STANDARD 595C (SEC. 11B-705.1.1.5) SITE issued for: FOR PERMIT GENERAL NOTES 1. THIS ISA 2. SIGNAGE PACKAGE. 3. PROVIDE DRAWINGS. GENERIC LAYOUT SHOWN. COORDINATE WITH CIVIL. LOCATIONS ARE FOR REFERENCE ONLY AND ARE NOT PART OF THIS PERMIT A FLUSH CURB CONDITION ALONG FRONT OF BUILDING, REFER TO CIVIL LEGEND = HEAVY DUTY ASPHALT. V. *ice+o*._ job no.: 11-021 STRIPING STANDARD STRIPING COLOR SCHEDULE ITEM: PARKING STALL LETTERING "NO PARKING" "STOP BAR" ACCESSIBILITY SYMBOL ACCESSIBLE LOADING LOADING ZONE DIRECTIONAL SIGNAGE CENTER LINE STRIPING COLOR: WHITE RED WHITE BLUE / WHITE SYMBOLS BLUE YELLOW WHITE WHITE NOTE: ALKYD -READY MIXED, RAPID DRYING TRAFFIC PAVEMENT STRIPING. DRY FILM THICKNESS MINIMUM OF 4 MILS. KEY NOTES 0 0 0 0 0 0 0 0 10 11 12 13 EXISTING DRIVEWAY ACCESS N.I.C. EXISTING PARKING FIELD, N.I.C. NEW CONCRETE SLAB ON GRADE AT CUSTOMER LOADING AREA. NEW PARKING FIELD NEW PARKING ISLAND EXISTING RETAINING WALL NEW FLUSH CURB CONDITION EXISTING SIDEWALK TO REMAIN, TYP. EXISTING SITE LIGHTING TO REMAIN EXISTING TRANSFORMER AND VAULT LOCATION EXISTING FIRE HYDRANT, TYP. NEW MAIN ENTRANCE/EXIT EXISTING TELEPHONE/ELECTRICAL BOX LOCATION RECEPIED CITY OF i UKWiLA A.UG 11 2017 PERMIT CENTER SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com 11273 REGISTERED ARCHITECT TAKE H. REINDERSMA STATE OF WASHINGTON fJ `V/7 c>s 1• 0 2 L E +111 b o4 a aQ� g w .a •o.1 o� 6�� ,;‘sy .:74/ N .o l nit V W eg7 >- a. a ctLU w OU w�a 0�� ��c eJ E0 co� a) REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 6 2017 City of Tukwila BUILDING DIVISION date: OS/I0/2011 issued for: FOR PERMIT revision no.: date: job no.: 11-021 sheet title: OVERALL 5I TE PLAN sheet no.: A100 SM -20N ACROVYN 4000 WALL CONDITION SPECIFIED FASTENER DRILL DIAMETERS US PART NUMBER WALL RETAINER STEEL STUD/GYPSUM WALL 48 X 1 5/8" BUGLE HEAD SHEET METAL SCREW N/A 12" 90H079002 WOOD STUD/GYPSUM WALL CONCRETE/CONCRETE BLOCK AF -6 PLASTIC ANCHOR 410 X 1 12' PHILLIPS PAN HEAD SMS 1/4" 922• 9041039004 9041189002 CONCRETE/CONCRETE BLOCK 1/8" BLIND RIVETN/A 522• 90H111002 END CAP ATTACHMENT 48 SAE FLAT WASHER STEEL PLATED 9041010003 STEEL STUD (BY OTHERS) G.W.B. (BY OTHERS) 3" [76.1 mm] 3/8" [9.5mm] REGRIND RETAINER (24U026000) #6 X 1 5/8" BUGLE HD SMS 18" [457.2mm] MAX. ACROVYN 4000 COVER (240002)xx) ACROVYN CHAMELEON (24U634)cxx) R1/4" [R6.4mm] CORNER GUARD DETAIL SCALE: NTS CEILING 1/4" [6.4mm] CAP TOP & BOTTOM 1 FLOOR 1/16" [1.6mm] TOP & BOTTOM cc 0= L BASE HGT. FLOOR PLAN LEGEND ////////// EXISTING WALL NEW MASONRY WALUINFILL NEW STUD WALL j////�//4. NEW LOW STUD WALL FLOOR PLAN GENERAL NOTES 1. CURING AND HARDENER- SEE SPECIFICATIONS FOR CURING PROCEDURE AND MATERIALS REQUIRED FOR CURING AND HARDENING OF INTERIOR AND EXTERIOR CONCRETE SLABS. 2. CONCRETE SLAB JOINTS- SEE STRUCTURAL DRAWINGS FOR TYPICAL CONCRETE SLAB JOINT LOCATIONS, REINFORCING AND DETAILS FOR THE FOLLOWING: A. ENTRY VESTIBULE B. TRUCK WELL C. SIDEWALK 3. MISCELLANEOUS WOOD BLOCKING- G.C. SHALL PROVIDE ALL NECESSARY F.R.T.WOOD BLOCKING OR METAL F.R.T. STUD BLOCKING FOR ALL WALL SUPPORTED DEVICES, I.E. ACCESSORIES, PANELS, EQUIPMENT ETC PER THE DEVICE MANUFACTURERS RECOMMENDATIONS. 4. BUILDING SERVICES AND EQUIPMENT UTILITY DROPS- THE LOCATIONS OF ALL UTILITY DROPS INCLUDING FIRE, ELECTRICAL, PLUMBING ETC. MUST BE WITHIN 18" OF OF DOOR OPENINGS ON PERIMETER ALLS INSIDE THE BUILDING. NO LOCATIONS OF UTILITY DROPS WILL BE ACCEPTED OUTSIDE OF THESE AREAS BEFORE RACK SYSTEM INSTALLATION. 5. EXTERIOR AND INTERIOR PIPE BOLLARDS TO HAVE RED COVERS. POLYPROPYLENE COVERS BY -IDEAL SHIELD 6. THE GENERAL CONTRACTOR MUST VERIFY WITH FINAL FIXTURE PLAN BEFORE BUILDING INTERIOR PARTITIONS. FLOOR PLAN KEYED NOTES YELLOW LOADING ZONE STRIPING w/ RED NO PARKING LETTERING 60"W x 36" D x 60"H PROPANE STORAGE CAGE (BY OTHERS) 6" DIAMETER CONCRETE FILLED STEEL PIPE BOLLARD TYPICAL AT SIDES AND REAR OF BUILDING - REFER TO DETAIL 3/A504 NOT USED. EXISTING STEEL COLUMN, TYPICAL - PAINT PER DETAIL 1/A800 EXISTING INTERNAL ROOF DRAIN - G.C. TO FIELD VERIFY. NEW INTERIOR DOWNSPOUT - REFER TO SHEET A301. CONCRETE PAD AT EXTERIOR DOORS NEW GAS METER LOCATION. SEE CIVIL AND PLUMBING PLANS. 42" HIGH HANDRAIL - SEE DETAIL 2/A504 n TRENCH DRAIN AT TRUCK WELL - SEE CIVIL FOR DETAILS 12 TRANSFORMER - SEE CIVIL AND ELECTRICAL. COORDINATE TRANSFORMER PAD REQUIREMENTS AND PRIMARY CONDUIT INSTALLATION WITH UTILITY PROVIDERS'S STANDARD DETAILS. 13 DOMESTIC AND FIRE RISERS - SEE CIVIL FOR UTILITY ROUTING. PROVIDE DETECTOR CHECK VALVES PER LOCAL UTILITY REQUIREMENTS. COORDINATE SIAMESE AND PIV LOCATIONS WITH LOCAL FIRE DEPARTMENT. 14 FLUSH CURB CONDITION - SEE CIVIL 15 6" THICK REINFORCED CUSTOMER LOAD -OUT SLAB - SEE CIVIL AND STRUCTURAL FOR SLAB EDGE CONDITIONS AND REINFORCEMENT. 6" REINFORCED CONCRETE TRUCK WELL SLAB - SEE CIVIL AND STRUCTURAL FOR SLAB EDGE CONDITIONS AND REINFORCEMENT. 17 NOT USED. 18 COMPACTOR CHUTE AND CONTAINER BY FLOOR AND DECOR VENDOR. COORDINATE ELECTRICAL REQUIREMENTS . 1 g NOT USED. 20 CONDITIONS, AND REINFORCEMENT. 21 6" REINFORCED CONCRETE SLAB - SEE STRUCTURAL FOR REINFORCEMENT 22 NOT USED. 0 EXTERIOR ANGLE AT LOADING DOCK WALL. O. NEW EGRESS DOOR WITH METAL STAIRS, RAILING AND NEW LANDING. 25 EXISTING EGRESS DOOR TO REMAIN. 26 WALL INFILL STRUCTURE. RE: STRUCTURAL & FIRE PROTECTION 27 NEW VESTIBULE/ENTRY CENTERED ON EXISTING STRUCTURAL PILASTERS AT THIS LOCATION. 8" REINFORCED COMPACTOR SLAB. SEE CIVIL FOR IDEAL SLOPE AND STRUCTURAL FOR SLAB EDGE 1/A504 \ 1/A503 DESIGN BUILD RM 144 SQFT ZNI 1111 11 1;;11IILIM1;110111111WW111gR;;IB1118;;;IMIII ABOVE JANITOR 115 SQFT 64 SQFT 1/A502 . • mI — — • • ♦•• • •• ♦•• • • • • WOMENS 221 SQFT .itivacoo.�oaoa7c CORRIDOR 1 T1' ��7 . � �J rte♦ •7'•3SMZON.J31 1.4.1 M CV S•: MENS 4 . 105 41 `Pii •.°Ou FD ►.;•;• FD 223 SQFT NOTE: REFERENCE SPECIFICATIONS SECTION 03 35 00 "POLISHED CONCRETE" FOR DESIGN MIX VEND. VEND. 0 BREAK ROOM 383 SQFT CORRIDOR 2 ASSIST. ROOM 103 SQFT VAULT 70 SQFT RECEIVED CITY OF TUKWILA AUG 11 2017 PERMIT CENTER Till CEM 115 141 SQFT 70 SQFT FLOOR & DECOR 86,337 S.F. ADJACENT 58,944 S.F. N.I.C. .. • • • rift. ir.. .:20•r—�..�.�:s rr..�:r - - - - - rrr♦` 0A .• .• . .• • 0.4 44. • • • TRAINING 244 SQFT TENANT FLOOR PLAN SCALE: 1/16" = 1'-0" NORTH ENLARGED OFFICE FLOOR PLAN SCALE: 3/16" = 1'-0" NORTH SAKE REINDERSMA AR CHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com 0 a) U 11273 REGISTERED ARCHITECT H. REINDERSMA TATE OF WASHINGTON 4 r /D/7 a) E crs 0 C) r� 00 0 a) 'O 0 a) REVIEWED FOR CODE COMPLIANCE APPROVED OCT 06 2017 City of Tukwila BUILDING DIVISION date: OS/10/2011 issued for: FOR PERMIT revision no.: date: job no.: 1'7-02'7 sheet title: FLOOR PLAN sheet no.: A101 CROSS RUNNER MAIN RUNNER 8"MAX HORIZONTAL RESTRAINT SHALL BE EFFECTED BY FOUR No.12 GA E :2.05MM WIRES SECURED TO THE MAIN RUNNER WITHIN 2 IN. (51 MM) OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER, AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12FT (3.7 M) CENTER IN BOTH DIRECTIONS, WITH THE FIRST POINT WITHIN 4FT (1.2M) FROM EACH WALL. ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. THIS HORIZONTAL RESTRAINT IS NOT REQUIRED FOR ROOM SIZES LESS THAN 400 SQFT ( 37.2 SQM) WHERE SURROUNDING WALLS CONNECT DIRECTLY TO THE STRUCTURE ABOVE. SUSPENDED CEILING SEISMIC DETAIL �y SCALE: 1 1/2" = 1'-0" 1111 ll,IIIII!Ulltllt,i • SUPPLEMENTAL 12GA. HANGER WIRE AT EACH CORNER OF FIXTURE LIGHT FIXTURE-20LBS OR LESS ATTACH LIGHT FIXTURE TO CEILING GRID ACT PANEL ACT - LIGHT FIXTURE ATTACHMENT SCALE: 1 1/2" = 1'-0" LAY-INLAY-IN LIGHT FIXTURES < 10 LBS ONE WIRE TO STRUCTURE (MAY BE SLACK) 10 LBS - 50 LBS TWO WIRES TO STRUCTURE (MAY BE SLACK) > 50 LBS SUPPORTED DIRECTLY TO STRUCTURE WITH APPROVED HANGERS AIR TERMINALS < 20 LBS POSITIVE ATTACHMENT TO GRID 20 LBS - 50 LBS TWO WIRES TO STRUCTURE (MAY BE SLACK) > 50 LBS SUPPORTED DIRECTLY TO STRUCTURE LIGHT FIXTURE NOTE CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING, INVENTORY, STORAGE, INSTALLATION AND WARRANTY OF ALL OWNER FURNISHED LIGHTING AND CONTROLS MATERIALS. CONTRACTOR SHALL COORDINATE SHIP DATES AND OTHER REQUIREMENTS WITH VENDOR. UNUSED FIXTURES MUST BE PALLETIZED AND RETURNED TO VENDOR PRIOR TO THE C of 0. RCP LEGEND • Al2 Al 2E SNORKEL HATCH AND ROOF ACCESS LADDER GYPSUM WALL BOARD ACT - ACOUSTICAL CEILING TILE 2'-0" X 2'-0" SUPPLY AIR DIFFUSER RETURN AIR GRILLE EXHAUST AIR GRILLE LED FIXTURE LED FIXTURE EMERGENCY B/U BATTERY (REFER TO E002 FOR LOCATION) • A24 • A24E • A30 • A30E d2 C CW LED FIXTURE LED FIXTURE EMERGENCY B/U BATTERY (REFER TO E002 FOR LOCATION) LED FIXTURE LED FIXTURE EMERGENCY B/U BATTERY (REFER TO E002 FOR LOCATION) 2X2 LED FIXTURE 4FT SURFACE CEILING MOUNTED LED FIXTURE 4FT SURFACE WALL MOUNTED LED FIXTURE nLED MOTION LIGHT � DW LED FIXTURE V �W2 LED EXTERIOR FIXTURE DOCK LIGHT FIXTURE LED EXTERIOR WALL WASH FIXTURE LED EXTERIOR WALL WALL FIXTURE P/D POWER / DATA DROP I T I ER I I LED EMERGENCY FIXTURE -RED LETTERING LED EMERGENCY FIXTURE -RED LETTERING LED EMERGENCY FIXTURE -RED LETTERING LED EXTERIOR EGRESS WALL PACK RE: STRUCTURAL FOR ALTERNATIVES TO DIAGONAL BRACING OF PARTITIONS, DUE TO HEIGHT OF EXISTING STRUCTURE ABOVE. 6io uumuumuuuo c• /2" DIA. EYELET SCHOOL 2GA. HANGER WIRE MIN. 3 TIGHT FULL TURNS IN 3" AT END OF WIRE RUNNER 7 ACT - HANGER WIRE TIE DETAIL SCALE: 1 1/2" = 1'-0" 12 GAUGE HANGER WIRE PERIMETER SUPPORTS. TWO ALTERNATIVES: 1) 12 GA. HANGER WIRE ANCHORED TO STRUCTURE ABOVE AND HUNG VERT. +/- 10DEG. A MAX. OF 8" FROM THE PERIMETER WALL 2) 12 GA. HANGER WIRE ANCHORED TO PERIMETER WALL ATTACHMENT TO GRID MAY BE WITHIN 8" FROM THE WALL- ATTACHMENT WIRE MUST NOT EXCEED A 1/16 SLOPE (10 DEG.) ACT - PERIM. WIRE TIE DETAIL SCALE: 1 1/2" = 1'-O" 8"/18GA METAL STUDS ® 16" D.C. (TYP.) 4-#10 TEK SCREWS AT EACH STUD INTERSECTION 3 5/8" STUD BLOCKING BETWEEN EACH STUD 5/8" DRYWALL (TYP.) BATT INSULATION (•) 6"/18GA METAL STUDS ® 16" O.C. (TYP.) 10'-0" T.O. STUD 0 5/8" DRYWALL (TYP.) 9'-0" CLG. HEIGHT v0 1 LOADING DOCK L_ v1I 46'-112' 4, 12'-0" 4, 12'-0" NOTE: CEILING CLIPS ON ALL CEILING GRIDS/TILE (TYP AT VESTIBULE, COMMON AREAS OFFICES, ETC.) & BUILD RM 144 SQFT EXPOSED SIGN 31 SQFT EXPOSED — y ilti:. I®►1■...... �t�s•.-.mss tip.°!.-�•• •.,•�•�.,•'`— O ol 2 -8:' +:± 2'-7"510'-3 '•I,. DATA 65 SQFT RRIDOR 1 145 SQFT 9'-0' 2/A102 N71O7 V \IL �I / \V \1,L I\ /I\ / '/r� do,3 I\ %I\ /I\ L \1/ \ �///////.G I\ /I\ %\ / \71\ \/ / / \V \I/ \�J / \V \V \ 1\ /I\ /I\ /I \ /I\ /1\ /I\ 7N 7i\ >N /N 7\ /N 7 \/1\7N/N/ 0L0I 0000 /N/1\ N/ /1\ /I\ 0000 [I\ /1�7I\/1\71\%7\7f\% 71 IL' \JVL\JV\l/1Z. \V \\J 3'-8-6"11'-38" k 15'-0" I 711N\7N7N71\7 `� YN / 7� _'l1 ZIN1/ IL\V i9 c) I\ 7k /AN /T\ AN 7N 71NN /7 1Q / \ NL"\ / \/ \i/ "1/ -1K -IR /IZ 7 7R. V\.k\VItNi WOMEN'S 106 222 SQFT 0 u) MEN'S 23 SQFT 9'-0' EAK ROOM Foleaup WAREN USE /I\ /I 71I\ `7i0 IL\�\JL \JL\�\JL�IIL\V h. Atri%lb. A 16.. A 83 SQFT 9'-0' RRIDOR 2 /v/v/ N7\/1\/ 0i001I\`/� ASSIST. ROOM 103 SQFT rg GYP. BD. CEILING DETAIL SCALE: 1 1/2" = 1'-0" : .tY.t..•.3a>r_•2 -v?.•�'�:�::!i;,II to,. MIO �.•:s..r ���s3s iia ►�`�Ai Ell tI 11 AL II ul!t 7N7\71\7N7x\7 163 SQFT 9'-0' VAULT 70 SQFT r SUPPLEMENTAL 12GA. V \/'IIL\/VN HANGER WIRE AT EACH CORNER OF FIXTURE DIFFUSER unm�tumuu 1710I<�/I/\> <XX " - ATTACH AIR TERMINAL TO CEILING GRID ACT PANEL ACT - AIR TERM. ATTACHMENT DETAIL SCALE: 1 1/2" = 1'-0" 29'-112' CEM 9'-0' SH ROOM 70 SQFT 9'-0' 141 SQFT 9'-0' D SHED LINE IN ICATES EXTENT OF CURITY MESH WALL AND ILING, REFER 1/A302 SPACE BAR, OR OTHER SUITABLE SYSTEM TO KEEP PERIM. COMPONENTS FROM SPREADING APART (REGARDLESS OF LENGTH WIDTH) ZONE 2 TREATMENT OF CROSS RUNNERS, MAIN RUNNERS, AND Q" WALL CLOSURES AT TERMINAL ENDS IGN CENTER MMVOMM 5' 1111 s 06 0 J ACT - HANGER WIRE PERM. DETAIL 2 SCALE: 1 1/2" =1-0" 0 REFLECTED CEILING PLAN SCALE: 1/16" = 1'-0" V I\I (l RTI -1 ENLARGED OF SCALE: 3/16" = 1'-0" CE R NORTH WALL TYPE 6 A ON A700 RAINING 44 SQFT 9'-0' SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com AKE H. REINDERSMA STATE OF WASHINGTON 112 4E5 2 a) E N .O Q RECEIVED CITY OF TUUKWILA AUG 11 2017 Q PERMIT REVIEWED ami CODE COMP APPROV date: 0S/I95128 r 2 ED =0R LIANCE )17 issued for: � 4ATtlkryI ����I ��jIVISilaION revision no.: Idate: job no.: 11-021 sheet title: RCP sheet no.: A102 ACOUSTICAL CEILING SEIS IC NOTES 1. PER IBC WEIGHT LIMIT IS 2.6 LBS. 9 PROVIDE STABILIZER BARS AT ALL PERIMETER ENDS OF TEES TO 2. VERTICAL HANGER WIRES REQUIRED AT 4'-0" O.C. (12 GA.). PREVENT SPREADING 3 MAX. PLUMB OF HANGER WIRES IS 1:6 MAX. '10 LIGHT FIXTURES SHALL BE MECHANICALLY ATTACHED TO GRID 4. PARTITIONS MAY NOT BE ATTACHED TO THE CEILING GRID. 11 LIGHT FIXTURES SHALL BE ATTACHED TO STRUCTURE. 5 MAIN RUNNERS MAY BE INTERMEDIATE OR HEAVY DUTY 12 AIR TERMINALS SHALL BE ATTACHED TO STRUCTURE OR GRID- SEE 6. MAIN RUNNER AND CROSS TEE CONNECTION STRENGTH DETAILS THIS SHEET MIN. IS 80 LBS. 13 PROVIDE 3/8" CLEARANCE ON ALL SIDES OF SPRINKLER HEADS OR 7 PERIMETER ANGLE SHALL BE EQUAL TO OR GREATER THAN OTHER PENETRATIONS FOR SPRINKLER 7/8" WIDE HORIZ. 8. PERIMETER CLEARANCE AT WALL ANGLE AND WALL IS 3/8" TO MAIN TEES AND CROSS MEMBERS. REFLECTED CEILING PLAN NOTES 1. THE SALES FLOOR CEILING WILL BE OPEN TO DECK. ALL MECHANICAL, ELECTRICAL, AND PLUMBING PIPING, CONDUITS, DUCTWORK, AND HANGING SYSTEMS FOR THESE ITEMS, ARE TO BE PAINTED WHITE WITH WITH DRYWALL PAINT. ALL EXPOSED STRUCTURAL, JOIST GIRDERS, BAR JOIST, BEAMS, AND DECKING THAT WILL REMAIN EXPOSED ARE TO BE PAINTED WHITE (PT -2). 2. BREAKROOM CORRIDOR, VESTIBULE CEILING TO BE 2'-0" X 2'-0" ACOUSTICAL CEILING TILE SYSTEM WITH 2'-0" X 2'-0" LAY -IN FLUORESCENT LIGHTING. 3. RESTROOMS CEILING TO BE 5/8' GYPSUM BOARD OVER 8" METAL STUDS (w/ FLUSH MOUNTED FLUORESCENT LIGHTING BOXES) SEE DETAIL 5(A102). 4 CASH ROOM CEILING TO BE 5/8" GYPSUM BOARD OVER SECURITY MESH ON 8" METAL STUD FRAMING (FLUSH MOUNTED FLUORESCENT LIGHTING BOXES) 5. FOR INTERIOR FINISHES SEE FINISH SCHEDULE NOTES ON SHEETA800. 6. SEE ELECTRICAL SHEETS AND VENDOR'S MANUFACTURER'S INFORMATION FOR LIGHT FIXTURE TYPES AND HANGING DETAILS. ALL SALES AREA HIGH BAY FLUORESCENT FIXTURES ARE TO BE MOUNTED AT 18'-0" A.F.F. UNLESS NOTED OTHERWISE. RCP LEGEND • Al2 Al 2E SNORKEL HATCH AND ROOF ACCESS LADDER GYPSUM WALL BOARD ACT - ACOUSTICAL CEILING TILE 2'-0" X 2'-0" SUPPLY AIR DIFFUSER RETURN AIR GRILLE EXHAUST AIR GRILLE LED FIXTURE LED FIXTURE EMERGENCY B/U BATTERY (REFER TO E002 FOR LOCATION) • A24 • A24E • A30 • A30E d2 C CW LED FIXTURE LED FIXTURE EMERGENCY B/U BATTERY (REFER TO E002 FOR LOCATION) LED FIXTURE LED FIXTURE EMERGENCY B/U BATTERY (REFER TO E002 FOR LOCATION) 2X2 LED FIXTURE 4FT SURFACE CEILING MOUNTED LED FIXTURE 4FT SURFACE WALL MOUNTED LED FIXTURE nLED MOTION LIGHT � DW LED FIXTURE V �W2 LED EXTERIOR FIXTURE DOCK LIGHT FIXTURE LED EXTERIOR WALL WASH FIXTURE LED EXTERIOR WALL WALL FIXTURE P/D POWER / DATA DROP I T I ER I I LED EMERGENCY FIXTURE -RED LETTERING LED EMERGENCY FIXTURE -RED LETTERING LED EMERGENCY FIXTURE -RED LETTERING LED EXTERIOR EGRESS WALL PACK RE: STRUCTURAL FOR ALTERNATIVES TO DIAGONAL BRACING OF PARTITIONS, DUE TO HEIGHT OF EXISTING STRUCTURE ABOVE. 6io uumuumuuuo c• /2" DIA. EYELET SCHOOL 2GA. HANGER WIRE MIN. 3 TIGHT FULL TURNS IN 3" AT END OF WIRE RUNNER 7 ACT - HANGER WIRE TIE DETAIL SCALE: 1 1/2" = 1'-0" 12 GAUGE HANGER WIRE PERIMETER SUPPORTS. TWO ALTERNATIVES: 1) 12 GA. HANGER WIRE ANCHORED TO STRUCTURE ABOVE AND HUNG VERT. +/- 10DEG. A MAX. OF 8" FROM THE PERIMETER WALL 2) 12 GA. HANGER WIRE ANCHORED TO PERIMETER WALL ATTACHMENT TO GRID MAY BE WITHIN 8" FROM THE WALL- ATTACHMENT WIRE MUST NOT EXCEED A 1/16 SLOPE (10 DEG.) ACT - PERIM. WIRE TIE DETAIL SCALE: 1 1/2" = 1'-O" 8"/18GA METAL STUDS ® 16" D.C. (TYP.) 4-#10 TEK SCREWS AT EACH STUD INTERSECTION 3 5/8" STUD BLOCKING BETWEEN EACH STUD 5/8" DRYWALL (TYP.) BATT INSULATION (•) 6"/18GA METAL STUDS ® 16" O.C. (TYP.) 10'-0" T.O. STUD 0 5/8" DRYWALL (TYP.) 9'-0" CLG. HEIGHT v0 1 LOADING DOCK L_ v1I 46'-112' 4, 12'-0" 4, 12'-0" NOTE: CEILING CLIPS ON ALL CEILING GRIDS/TILE (TYP AT VESTIBULE, COMMON AREAS OFFICES, ETC.) & BUILD RM 144 SQFT EXPOSED SIGN 31 SQFT EXPOSED — y ilti:. I®►1■...... �t�s•.-.mss tip.°!.-�•• •.,•�•�.,•'`— O ol 2 -8:' +:± 2'-7"510'-3 '•I,. DATA 65 SQFT RRIDOR 1 145 SQFT 9'-0' 2/A102 N71O7 V \IL �I / \V \1,L I\ /I\ / '/r� do,3 I\ %I\ /I\ L \1/ \ �///////.G I\ /I\ %\ / \71\ \/ / / \V \I/ \�J / \V \V \ 1\ /I\ /I\ /I \ /I\ /1\ /I\ 7N 7i\ >N /N 7\ /N 7 \/1\7N/N/ 0L0I 0000 /N/1\ N/ /1\ /I\ 0000 [I\ /1�7I\/1\71\%7\7f\% 71 IL' \JVL\JV\l/1Z. \V \\J 3'-8-6"11'-38" k 15'-0" I 711N\7N7N71\7 `� YN / 7� _'l1 ZIN1/ IL\V i9 c) I\ 7k /AN /T\ AN 7N 71NN /7 1Q / \ NL"\ / \/ \i/ "1/ -1K -IR /IZ 7 7R. V\.k\VItNi WOMEN'S 106 222 SQFT 0 u) MEN'S 23 SQFT 9'-0' EAK ROOM Foleaup WAREN USE /I\ /I 71I\ `7i0 IL\�\JL \JL\�\JL�IIL\V h. Atri%lb. A 16.. A 83 SQFT 9'-0' RRIDOR 2 /v/v/ N7\/1\/ 0i001I\`/� ASSIST. ROOM 103 SQFT rg GYP. BD. CEILING DETAIL SCALE: 1 1/2" = 1'-0" : .tY.t..•.3a>r_•2 -v?.•�'�:�::!i;,II to,. MIO �.•:s..r ���s3s iia ►�`�Ai Ell tI 11 AL II ul!t 7N7\71\7N7x\7 163 SQFT 9'-0' VAULT 70 SQFT r SUPPLEMENTAL 12GA. V \/'IIL\/VN HANGER WIRE AT EACH CORNER OF FIXTURE DIFFUSER unm�tumuu 1710I<�/I/\> <XX " - ATTACH AIR TERMINAL TO CEILING GRID ACT PANEL ACT - AIR TERM. ATTACHMENT DETAIL SCALE: 1 1/2" = 1'-0" 29'-112' CEM 9'-0' SH ROOM 70 SQFT 9'-0' 141 SQFT 9'-0' D SHED LINE IN ICATES EXTENT OF CURITY MESH WALL AND ILING, REFER 1/A302 SPACE BAR, OR OTHER SUITABLE SYSTEM TO KEEP PERIM. COMPONENTS FROM SPREADING APART (REGARDLESS OF LENGTH WIDTH) ZONE 2 TREATMENT OF CROSS RUNNERS, MAIN RUNNERS, AND Q" WALL CLOSURES AT TERMINAL ENDS IGN CENTER MMVOMM 5' 1111 s 06 0 J ACT - HANGER WIRE PERM. DETAIL 2 SCALE: 1 1/2" =1-0" 0 REFLECTED CEILING PLAN SCALE: 1/16" = 1'-0" V I\I (l RTI -1 ENLARGED OF SCALE: 3/16" = 1'-0" CE R NORTH WALL TYPE 6 A ON A700 RAINING 44 SQFT 9'-0' SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com AKE H. REINDERSMA STATE OF WASHINGTON 112 4E5 2 a) E N .O Q RECEIVED CITY OF TUUKWILA AUG 11 2017 Q PERMIT REVIEWED ami CODE COMP APPROV date: 0S/I95128 r 2 ED =0R LIANCE )17 issued for: � 4ATtlkryI ����I ��jIVISilaION revision no.: Idate: job no.: 11-021 sheet title: RCP sheet no.: A102 00 00 z 0741 00 00 00 0 0 K. ROOF PLAN SCALE: 1/16" = 1'-0" RTU - 10 L1- 111 w 0 -o -0 -0 o-- RTU -3 V NORTH TYP of (4) G O 00 RTU - 2 -�- 0 0000 17 / RTU / / / / / / / / / / / / SLOPE 1/4" PER FT. SLOPE 1/4" PER FT. 17 / 8/A304 ENLARGED MAPES ROOF PLAN @ ENTRY SCALE: 1/4" = 1'-0" V NORTH 1 1 ROOF PLAN KEYED NOTES PARAPET WALL WITH COPING CAP- SEE DETAILS ON A202. 0 PILASTER CAP- SEE DETAIL 10/A304. O EXISTING ROOF TOP MOUNTED HVAC EQUIPMENT - (COORDINATE w/ STRUCTURAL & MECHANICAL) O FOR INSTALLATION OF CURB ADAPTER WHERE OCCURS. 0 TAPERED ROOF INSULATION CRICKETS- TYPICAL LOCATION. 6O LOW ROOF AT ENTRY FACADE W/ TPO O DOCK CANOPY. SEE SHEET 10/A504. 8O 36"x30" ROOF HATCH W/ SAFETY POST AND LADDER, SEE 7&9/A503. 0 RECOVERY BOARD W/ TPO OVER METAL DECK - BY G.C. 10 PREFINISHED GUTTER AND DOWNSPOUTS, REFER TO PLUMBING. 11 EXTERIOR CANOPY UNDER SEPARATE PERMIT. COORDINATE WITH ARCHITECT. 12 GUTTER AND PIPING BY G.C., REFER TO PLUMBING. 13 60 MIL. TPO ROOF (MECHANICALLY FASTENED) MIN. R-23 AGED POLISOCYANURATE ROOF INSULATION ON 3" METAL DECK. 14 SENSOR; REFER TO M100 FOR SENSOR TYPE DETAILS. 15 PIPE ROOF DRAINS TO COLUMN LOCATIONS AND RUN DOWN COLUMN. 16 NEW ROOF DRAIN. 17 PARAPET RETURNS CANTILEVERED OFF BACK OF PANEL, REFER TO STRUCTURAL. 18 4'x8' SMOKE /HEAT VENT, REFER TO 10/A202 19 PROVIDE CONTINUOUS DRIP EDGE ALONG CUTOUT IN STOLITE TOWER (3/A304). PIPE GUARD AND CONNECTIONS PER MANUFACTURE DOWNSPOUT AND STRAP WALL PER PLAN STEEL PIPE GUARD BEACON (BPGWM636-Y) AT REAR WALL, POWDER COATED YELLOW- SEE ELEVATIONS FOR LOCATIONS INSTALL PER MANUFACTURES RECOMMENDATIONS. 3 DOWNSPOUT DOWNSPOUT AND CLEAN-OUT SEE CIVIL FOR CONTINUATION OF DRAIN IF REQUIRED ELEVATION VIEW DOWNSPOUT DETAILS SCALE: 1/2" = 1'-0" MATCH EXISTING T/0 PANEL TBD NEW JOIST BEARING EMBEDS, REFER TO STRUCTURAL DRAWINGS. Abik 18'-0" AFF PAINT LINE / REVEAL 10'-0" AFF PAINT LINE / REVEAL NEW DOWNSPOUT NOZZLE: JOSAM #25010 -BS OR APPROVED EQUAL, AS REQUIRED RE: CIVIL FOR DOWNSPOUT TO DAYLIGHT LOCATION. RE: PLUMBING FOR REQUIRED SIZE OF DOWNSPOUT NOZZLE IF USED 0'-0" AFF FINISH FLOOR ROOF PLAN GENERAL NOTES 1. REFER TO ROOF SYSTEM MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLATION OF A COMPLETE ROOF SYSTEM. 2. GENERAL CONTRACTOR TO COMPLY WITH ALL OCCUPATIONAL, HEALTH AND SAFETY REGULATIONS REQUIRED BY OSHA OR EQUIVALENT APPLICABLE CODES. ANY CONSTRUCTION REQUIRED TO MEET ABOVE STATED REGULATIONS SHALL NOT COMPROMISE ROOF WARRANTY. 3. ALL GAS PIPING ON ROOF SHALL BE PAINTED (SAFETY YELLOW) 2 COATS OF ENAMEL. 4. ROOF TOP EQUIPMENT LOCATIONS- VERIFY SIZE OF OPENINGS AND LOCATION OF ALL ROOF TOP MOUNTED HVAC EQUIPMENT WITH MECHANICAL, ELECTRICAL , PLUMBING AND STRUCTURAL REQUIREMENTS AND DETAILS. 5. TAPERED CRICKETS- PROVIDE TAPERED ROOF INSULATION AT ALL HAVC UNITS AND ROOF SCUTTLE TO PROVIDE PROPER DRAINAGE ROUTING AT EACH LOCATION. 6. ROOF PENETRATIONS- SEE DETAILS ON SHEET A202 FOR TYPICAL ROOF PENETRATIONS FOR ELECTRICAL, GAS AND PLUMBING PIPING. 7. FLUE AND VENT DETAILS- SEE DETAILS ON SHEET A202 FOR TYPICAL ROOF PENETRATIONS FOR FLUE AND VENT PIPE PENETRATIONS. 8. COORDINATE ROOF ELEVATIONS WITH STRUCTURAL DRAWINGS. REFER TO SPECIFICATIONS FOR ROOF WARRANTIES, CURBS, FLASHING DETAILS, ETC. 9. THE ROOF SHALL NOT BE USED FOR STOCKPILING OF EQUIPMENT OR MATERIALS UNLESS APPROVED IN WRITING BY ARCHITECT AND STRUCTURAL ENGINEER. 10. REMOVE ROOF WASTE, EMPTY ADHESIVE CONTAINERS, AND OTHER DEBRIS ON A DAILY BASIS. 11. CONDENSATE PIPING AND GAS PIPING SHALL BE SECURED TO ROOF WITH PRE - MANUFACTURED SUPPORTS WITH ADDITIONAL ROOF MEMBRANE REINFORCEMENT AT EACH SUPPORT LOCATION. • 3/A201 ROOF MEMBRANE OVER BONDING ADHESIVE - EXTEND UP OVER BLOCKING AT TOP OF PARAPET. CANT STRIP, SEE DETAIL 4/A202 ROOF MEMBRANE OVER RIGID INSULATION (MIN. R-23) OVER STEEL DECK. REFER TO NOTES ON A201 ROOF DRAIN SUMP RE: PLUMBING STEEL JOIST, REFER TO STRUCTURAL DRAWINGS ROOF DRAIN LEADERS RE: PLUMBING 5x5 DOWNSPOUT, PREFINISHED TO MATCH WALL. RE: PLUMBING FOR REQUIRED SIZE 7 1/4" CONCRETE PANEL REFER TO STRUCTURAL DRAWINGS. 5/8" FRT PLYWOOD FROM FINISH FLOOR TO 8'-0". 5/8" GYP. BD. FROM 8'-0" TO DECK. 2" RIGID INSULATION W/ METAL Z -CLIPS AT 24" O.C. STEEL DOWNSPOUT GUARD AT EACH DOWNSPOUT ATTACH W/ EXPANSION BOLTS (BEACON BPGWM636-Y) w NEW BACKFILL RE: CIVIL 3/A201 NEW 6" CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS NEW FOUNDATION, FOOTING, AND BACKFILL RE: STRUCTURAL; RE: CIVIL N M RECEIVED CITY OF 1 UKWILA AUG 11 2417 PERMIT CENTER � WALL SECTION AT DOWNSPOUT SCALE: 1/2" = 11-0" SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com 0 a) s 0 CT$ 11273 REGISTERED ARCHITECT E H. REINDERSMA ATE OF WASHINGTON 407 0 2 -' cn a) E 111110vA cn a5 co OW LI- 61( 8 -CD -I cif N. JW (-9' -'miik m U n U7 • V • 0 a) 0 0 A a) r REVIEWED FOR CODE COMPLIANCE APPROVED OCT 06 2017 City of Tukwila BUILDING DIVISION date: OS/10/2011 issued for: FOR PERMIT revision no.: date: job no.: 11-021 sheet title: ROOF PLAN sheet no.: A201 EDGE OF LEAD FLASHING 3'-6" ROOF DRAIN STRAINER COMPRESSION RING 10" 10" ,,,,,,,,,,,,, '011 Mt BEGINNING OF TAPERED ROOF DRAIN SUMP ROOF DRAIN LEADER 1 x DRAIN BOWL RIGID INSULATION BOARD ROOF - DRAIN SUMP SECTION DETAIL TREATED WOOD NAILERS - SECURE TO METAL DECK DECK CLAMP METAL DECK SCALE: 1 1/2" = 1'-0" ENSURE THAT ROOF CURBS ARE LEVEL. NOTE: BASE FLASHINGS SHALL BE TRIMMED FLUSH WITH TOP OF CURB AND SHALL NOT BE ALLOWED TO LAP ONTO TOP OF CURB. 5" COUNTERFLASHING 2 NOTE: INSTALLATION OF COUNTER FLASHING MUST BE COORDINATED BETWEEN ROOFING CONTRACTOR AND MECHANICAL CONTRACTOR TO INSURE THAT SCREWS USED FOR SECURING COUNTER FLASHING ARE INSTALLED LOW ENOUGH TO INSURE THAT SCREW HEADS WILL NOT INTERFERE WITH RTU FITTINGS ON CURB SCREWS MUST BE INSTALLED BELOW BOTTOM OF RTU TO ALLOW SCREW HEADS TO BE EXPOSED FOR REMOVAL IN THE FUTURE, COUNTER FLASHING SHALL BE INSTALLED AS SOON AS BASE FLASHING ARE INSTALLED. EXHAUST FANNENT/ETC. APPROVED SEALANT, CONTINUOUS, AS REQUIRED CORROSION RESISTANT HEX HEAD SCREWS WITH WEATHERPROOF WASHERS. MINIMUM 2 SCREWS PER SIDE EQUALLY SPACED. FASTENER HEADS AND WASHERS FULLY SEALED WITH APPROVED SEALANT. .040 MILL FINISHED ALUMINUM COUNTERFLASHING HEMMED TO ALLOW COUNTERFLASHING TO SERVE AS TERMINATION BAR AND COUNTERFLASHING FASTENED MAX. 6" O.C. FASTENER HEADS AND WASHERS SHALL BE FULLY SEALED W/ APPROVED SEALANT. FULLY ADHERED SINGLE PLY MEMBRANE BASE FLASHINGS, EXTEND UP OVER CURB APPROVED SCREWS AND PLATES, TERM BAR, REINFORCED SECUREMENT STRIP OR OTHER APPROVED METHOD OF SECUREMENT. HEAT WELDED SEAM LAP SEALANT/— SINGLE PLY ROOF MEMBRANE ROOF INSULATION ROOF DECK DETAIL AT EXHAUST FAN/ROOF EQUIPMENT FLASHING SCALE: 1 1/2" = 1'-0" PROVIDE CONT. BAND OF SEALANT - WIPE OFF EXCESS 6" WIDE JOINT COVER PLATE - CRIMP EDGES OVER BOTTOM OF COPING CAP - PAINT TO MATCH PREFINISHED COPING CAP AND EDGE FLASHING TO MATCH P-4 ISOMETRIC ROOF - TYPICAL COPING JOINT SCALE: NTS 7/A202 1 1 - NMI - WNW. is, l 1 •• 1 1 MIN 18"' NNW EMT/RIGID CONDUIT SHALL BE LOCATED MINIMUM 18" FROM PARAPET, SIDE OF CURB, ETC. PARAPET SONNEBORN NP -1 SEALANT APPROVED FASTENERS HEAVY DUTY GALVANIZED CONDUIT BRACKET TO BE SPACED 5' ON CENTER MAXIMUM ELECTRICAL CONDUIT APPROVED FASTENERS SONNEBORN NP -1 SEALANT PARAPET SINGLE PLY MEMBRANE WALL FLASHING SINGLE PLY MEMBRANE WALL FLASHING APPROVED NON -REINFORCED FLASHING STAINLESS STEEL CLAMP EMT/RIGID CONDUIT WALL MOUNTED CONDUIT PARAPET 1/2" MIN. APPROVED SEALANT/MASTIC HOT AIR WELD, TYPICAL CONDUIT SHALL BE SPACED MINIMUM 18" APART TO ALLOW ADEQUATE SPACE FOR FLASHINGS. �1.5" TO 2" 1 CONDUIT WALL PENETRATION NOTES: 1. NEW WALL PENETRATIONS FOR ELECTRICAL CONDUIT, ETC. SHALL BE FLASHED UTILIZING MEMBRANE FLASHINGS IN THE SAME MANNER AS F THEY WERE ROOF PENETRATIONS. SEALANT ONLY SHALL NOT BE ACCEPTABLE. 2. NEW ROOF PENETRATIONS FOR ELECTRICAL CONDUIT, ETC., IF REQUIRED, SHALL BE LOCATED MINIMUM 18" FROM PARAPET, CURB, ETC. AND SHALL BE FLASHED UTILIZING PREFORMED MEMBRANE FLASHINGS. PITCH POCKETS SHALL NOT BE ACCEPTABLE. 3. CONDUIT TO BE USED FOR ROOF PENETRATIONS SHALL BE EMT/RIGID CONDUIT. FLEXIBLE CONDUIT SHALL NOT BE ACCEPTABLE FOR ROOF PENETRATIONS. 4. CONDUIT FOR ROOF PENETRATIONS SHALL BE MINIMUM 18" HIGH ABOVE NEW/EXISTING ROOF MEMBRANE. 5. WALL MOUNTED CONDUIT, IF REQUIRED, SHALL BE FASTENED USING HEAVY DUTY GALVANIZED CONDUIT BRACKETS WITH 2 FASTENER PER BRACKET. GALVANIZED CONDUIT BRACKETS SHALL BE SPACED MAXIMUM 5' ON CENTER. PRIOR TO FASTENING CONDUIT BRACKETS, SONNEBORN NP -1 SEALANT SHALL BE APPLIED BETWEEN FASTENING FLANGE ON CONDUIT BRACKETS AND MEMBRANE WALL FLASHING. FASTENER HEADS OF FASTENERS USED FOR SECURING CONDUIT BRACKETS SHALL BE FULLY SEALED WITH NP -1 SEALANT. CONDUIT DETAILS SCALE: 3/4" = 1-0" WIDTH TO FIT WALL THICKNESS SLOPE DOWN -3. METAL COPING PROFILE CONTINUOUS CAP FLASHING ROOF MEMBRANE CONT CAULK VERTICAL SEAM AT EDGE MITER EXPOSED SIDES AT 45° CONTINUOUS CAP FLASHING LINE OF VERTICAL CAP - CUT AS SHOWN. BENT AND LOCATED UNDER ADJACENT CAPS MITER CORNERS (TIGHT) WITH CONT CAULK BEAD LINE OF VERTICAL CAP - CUT AS SHOWN. BENT AND LOCATED UNDER ADJACENT CAPS ISOMETRIC TRANSLUCENT COVER WITH METAL CURB (REFER TO MANUF. SPECIFICATIONS) LATCH ASSEMBLY ROOF MEMBRANE OVER BONDING ADHESIVE ON CURB (REFER TO MANUF. SPECIFICATIONS) MANUAL RELEASE, CONFIRM USE WIT LOCAL FIRE DEPARTMENT ROOF MEMBRANE SEALED LAP JOINT (REFER TO MANUF. SPECIFICATIONS) ROOF MEMBRANE (REFER TO SPECIFICATIONS) NYSTROM SMOKE ESCAPE SVLA48x96D1N280R ALUMINUM BRACING TUBE INSIDE MANUAL RELEASE cr - // \\ STEEL ANGLE, AS/IF REQUIRED - REFER TO STRUCTURAL DRAWINGS. HEAT & SMOKE VENT DETAIL SCALE: 1 1/2" = 1'-0" FUSIBLE LINK RATED 360 DEGREES FAHRENHEIT oe 3/16 1-6 THERMALIZED LID FRAME EXTRUDED ALUMINUM CAP FLASHING EXTRUDED ALUMINUM METAL CURB MIN. 2" TAPERED RISE AT CURB ON ti --- HIGH SIDE SEE CURB SCHEDULE PREFINISHED COPING TO MATCH P-4 SNAP LOK COPING - CONT. CLIP ANGLE TERMINATION BAR - SEE MANUFACTURER'S RECOMMENDATIONS WALL PER PLAN TPO CORNER PATCH PER MANUFACTURER'S RECOMMENDATIONS z 2 WRAP DOWN MINIMUM OF 1" DOWN FRONT FACE WRAP TPO UP OVER AND DOWN FACE OF PARAPET TPO ROOF SYSTEM CANT STRIP TPO ROOF CORNER PARAPET DETAIL SCALE: NTS STAINLESS STEEL CLAMPING RING ROOF INSULATION SEE SPECS APPROVED SEALANT/MASTIC PRE -MOLDED PIPE FLASHING APPROVED FASTENERS AND PLATES PER MANUFACTURER'S REQUIREMENTS HOT AIR WELD SINGLE PLY ROOF MEMBRANE TPO - SMALL PIPE PENETRATION SCALE: 1 1/2" = 1'-0" APPROVED SEALANT/MASTIC APPROVED FASTENER AND PLATES STAINLESS STEEL CLAMPING RING APPROVED NON- REINFORCED FLASHIN �1/2" MIN. 1-1/2'H MINI T MIN. 6" WIDE SINGLE PLY MEMBRANE FLASHING APPROVED LAP SEALANT r— ROOF MEMBRANE ROOF INSU LATION, SEE SPECS 12" MAX. — 1" MIN. TPO - VENT PIPE PENETRATION SCALE: 1 1/2" = 1'-0" RECEIVE' CITY OF f UKWILA AUG 11. 2011 PERMIT CENTER SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com 11273 REGISTERED ARCHITECT SAKE H. REINDERSMA STATE OF WASHINGTON i i (7 c>s 0 2 iZ N E tikr l � 1 D MN 15 cgl Llet3 t.6 t; _, 8 jcl V U) O U 0) O O_ a) RE IEWED FOR CODE COMPLIANCE APPROVED OCT 06 2017 City of Tukwila BUILDING DIVISION date: OS/10/2011 issued for: FOR PERM I T revision no.: date: CURB SCHEDULE INSULATION THICKNESS CURB HEIGHT 3" RIGID INSULATION 14" 6" RIGID INSULATION 18" 9" RIGID INSULATION 24" ALUMINUM BRACING TUBE INSIDE MANUAL RELEASE cr - // \\ STEEL ANGLE, AS/IF REQUIRED - REFER TO STRUCTURAL DRAWINGS. HEAT & SMOKE VENT DETAIL SCALE: 1 1/2" = 1'-0" FUSIBLE LINK RATED 360 DEGREES FAHRENHEIT oe 3/16 1-6 THERMALIZED LID FRAME EXTRUDED ALUMINUM CAP FLASHING EXTRUDED ALUMINUM METAL CURB MIN. 2" TAPERED RISE AT CURB ON ti --- HIGH SIDE SEE CURB SCHEDULE PREFINISHED COPING TO MATCH P-4 SNAP LOK COPING - CONT. CLIP ANGLE TERMINATION BAR - SEE MANUFACTURER'S RECOMMENDATIONS WALL PER PLAN TPO CORNER PATCH PER MANUFACTURER'S RECOMMENDATIONS z 2 WRAP DOWN MINIMUM OF 1" DOWN FRONT FACE WRAP TPO UP OVER AND DOWN FACE OF PARAPET TPO ROOF SYSTEM CANT STRIP TPO ROOF CORNER PARAPET DETAIL SCALE: NTS STAINLESS STEEL CLAMPING RING ROOF INSULATION SEE SPECS APPROVED SEALANT/MASTIC PRE -MOLDED PIPE FLASHING APPROVED FASTENERS AND PLATES PER MANUFACTURER'S REQUIREMENTS HOT AIR WELD SINGLE PLY ROOF MEMBRANE TPO - SMALL PIPE PENETRATION SCALE: 1 1/2" = 1'-0" APPROVED SEALANT/MASTIC APPROVED FASTENER AND PLATES STAINLESS STEEL CLAMPING RING APPROVED NON- REINFORCED FLASHIN �1/2" MIN. 1-1/2'H MINI T MIN. 6" WIDE SINGLE PLY MEMBRANE FLASHING APPROVED LAP SEALANT r— ROOF MEMBRANE ROOF INSU LATION, SEE SPECS 12" MAX. — 1" MIN. TPO - VENT PIPE PENETRATION SCALE: 1 1/2" = 1'-0" RECEIVE' CITY OF f UKWILA AUG 11. 2011 PERMIT CENTER SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com 11273 REGISTERED ARCHITECT SAKE H. REINDERSMA STATE OF WASHINGTON i i (7 c>s 0 2 iZ N E tikr l � 1 D MN 15 cgl Llet3 t.6 t; _, 8 jcl V U) O U 0) O O_ a) RE IEWED FOR CODE COMPLIANCE APPROVED OCT 06 2017 City of Tukwila BUILDING DIVISION date: OS/10/2011 issued for: FOR PERM I T revision no.: date: job no.: 11-021 sheet title: ROOF DETAILS sheet no.: A202 DOCK BEYOND 1/A303 309'-7" EXTERIOR COLOR LEGEND E1 STOLITE PANEL WITH LIMESTONE FINISH COLOR TO MATCH SHERWIN WILLIAMS 7757 "HIGH REFLECTIVE WHITE" E2 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 7048 URBANE BRONZE" E3 EIFS SAND BLAST "DORIAN GRAY" E4 EIFS SAND BLAST "REAL RED" (1;1) 0 P3 0 0 FINISH TO MATCH SHERWIN WILLIAMS 7017 FINISH TO MATCH SHERWIN WILLIAMS 6868 SHERWIN WILLIAMS 7757 "HIGH REFLECTIVE WHITE" SHERWIN WILLIAMS 7048 "URBANE BRONZE" SHERWIN WILLIAMS 7017 "DORIAN GRAY" SHERWIN WILLIAMS 6868 "REAL RED" STOLITE PANEL WITH LIMESTONE FINISH COLOR TO MATCH SHERWIN WILLIAMS 7048 "URBANE BRONZE 1) ALL EXTERIOR PAINT SHALL BE A 1 COAT PRIMER AND 2 COATS FINAL 1/A302 KEYED NOTES 10 11 SIGNAGE FURNISHED AND INSTALLED BY TENANT UNDER SEPARATE PERMIT - GC TO PROVIDE AND COORDINATE ELECTRICAL CONNECTIONS - SEE ELECTRICAL DRAWINGS AUTOMATIC SLIDING ENTRY DOOR - FULL BREAKAWAY WALL MOUNTED LIGHT FIXTURE - REFER TO ELECTRICAL DRAWINGS FOR SPECIFICATIONS GAS LINE RELOCATED. NEW LOCATION. REFER TO CIVIL DRAWINGS. HOLLOW METAL DOOR (PAINT P2 @ FRONT AND SIDES, P1 @ REAR WALL) - SEE DOOR SCHEDULE ELECTRICAL SERVICE EQUIPMENT - REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION PIPE BOLLARDS, SEE DETAILS ON A504 PREFINISHED METAL TO MATCH P4 ADDRESS - 6" HIGH LETTERS PER LOCAL AUTHORITY HAVING JURISDICTION PAINT ALL CONDUITS, GAS PIPING, ETC. TO MATCH ADJACENT WALL NO EXPOSED CONDUIT ON FRONT WALL. METAL DOOR HOOD BY DOCK EQUIPMENT MANUFACTURER -PRE-FINISHED COLOR TO MATCH P4 OVERHEAD DOOR - PRE -FINISHED COLOR TO MATCH - SEE DOOR SCHEDULES GAS RISER AND METER - REFER TO MECHANICAL DRAWINGS 14 15 16 17 18 19 TRASH COMPACTOR AND DOOR ROOF LINE BEYOND NOT USED. NOT USED. 42" HANDRAIL - SEE DETAIL 2/A504 EXISTING PANEL JOINT GENERAL NOTES 1 ALL SURFACES TO BE PREPPED AND/OR PRIMED PER MANUFACTURER'S RECOMMENDATIONS. 2. GC TO SUBMIT EXTERIOR FINISH SAMPLES AND SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. 3. PROVIDE EIFS EXPANSION/CONTROL JOINTS PER MANUFACTURER RECOMMENDATIONS. SEALANT COLOR TO MATCH EIFS. 4 ALL EXTERIOR PAINT TO BE A 3 COAT SYSTEM (1) PRIMER AND (2) COATS FINAL. 5 ALL COLORS AND MATERIALS MUST BE CONFIRMED WITH FLOOR&DECOR PROJECT MANAGER PRIOR TO APPLICATION. 2/A402 18'-0" A.F.F. 32'-0" A.F.F. T/O PILASTER CAP 18'-0" A.F.F. T/O ACCENT BAND TIO ACCENT BAND 14'-6" A.F.F. B/O CANOPY 10'-0" A.F.F. B/O ACCENT BAND 8'-0" A.F.F. T/O LOADING DOCK OP: N'G otik 0'-0" FINISHED FLOOR SOUTH ELEVATION SCALE: 3/32" =11-0" O N 0 4'-6" A.F.F. T/O WAINSCOT 0,-0" FINISHED FLOOR dikk 37'-0" A.F.F. 4. T/O PARAPET k 0'-0" U / 300'-9" 24'-4" 2''-6" 21'-6" 21'-6" 21'-6" 21'-5" 21'-7" 21'-6" 21'-6" 21'-6" 21'-6" 21'-6" 23'-11" 16'-0" MEM II FINISHED FLOOR 37'-0" A.F.F. mMir TIO PARAPET 18'-0" A.F.F. T/O ACCENT BAND? I>- 1 - AL 10'-0" A.F.F. I WO ACCENT BANDg: a 1- z w I1U 0 Q 0'-0" FINISHED FLOOR I C8; 010 O � QM —C 4t* TYP. TYP. aro / TIO 42'-4" A.F.F. T/O PARAPET If 39'-6" A.F.F. EXISTING PARAPET 9 w1 TYP. w1 ®w1 e w1 B w1 B w1 RIGHT SIDE ELEVATION SCALE: 3/32" = // / 2'-11"/ \3'-4" 134'-11" N 0 3,-4" 2'-5" TYP. 34'-6" A.F.F. T/O TOWER CAP 32'-0" A.F.F. TIO PILASTER CAP 1.1 18'-0" A.F.F. ddik T/O ACCENT BAND 18'-0" A.F.F. T/O CANOPY PARAPEriliv 14'-6" A.F.F. ddk B/O CANOPY 10'-0" A.F.F. B/O ACCENT BANDNY 3'-4" A.F.F. T/O COL BASE 0'-0" FINISHED FLOOR N M N RECEIVED CITY OFT U KWILA AUG 11 2017 PERMIT CENTER REAR ELEVATION SCALE: 3/32" = 3'-6" 3'-4" 3'-6" SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com SAKE H. REINDERSMA STATE OF WASHINGTON 0 2 cn iZ N E cs 0 0 0 0 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 6 2017 City of Tukwila BUILDING DIVISION date: 05/I0/201 1 issued for: FOR PERMIT revision no.: date: job no.: 11-021 sheet title: EXTERIOR ELEVATI ONS sheet no.: A301 000 1'-22" WALL MOUNTED LIGHT FIXTURE - REFER TO ELECTRICAL DRAWINGS FOR SPECIFICATIONS Mal 1 8/A304 © CD 42'-0" A.F.F. T/O PARAPET IV EXISTING PANEL JOINTS I– LINE OF PLYWOOD BACKING IF FRAMING IS USED COORDINATE WITH SIGN VENDOR. SIGNAGE FURNISHED AND INSTALLED BY TENANT UNDER SEPARATE PERMIT - GC TO PROVIDE COORDINATE ELECTRICAL CONNECTIONS - SEE ELECTRICAL DRAWINGS /2" ENLARGED FRONT ENTRY ELEVATION AUTOMATIC SLIDING ENTRY DOOR - FULL BREAKAWAY 38'-6" A.F.F. T/O TOWER 3T-0" A.F.F. TIO PARAPET 18'-0" A F.F. T/O ACCENT BAND 16'-6" A.F.F. TIO MAPES CANOPYMV 14'-6" A.F.F. B/O MAPES CANOPY AFTER HOURS DOOR BUZZER @ 48" AFF BEHIND COLUMN KNOX BOX@ 72" AFF • SCALE: 1/4" = 1'-0" 101-101/2" A.F.F. 0 TIO FRAME 10'-0" A.F.F. B/O ACCENT BAND w 7'-6" A.F.F. 0 TIO FRAME 0'-0" FINISHED FLOOR NV REFER TO A301 FOR KEYED NOTES. ALPHA UNIT TO BE PROVIDED BY / OTHERS, INSTALLED BY G.C.-SEE ELECT. DWGS. (2) Ict 11 \\ II �/ 1, "A" Li> CW1 R 7'-42" FIRE ALARM AND BURGLAR ALARM KEYPADS STACKED 42" AFF REDIT 6 IOSK 4'-102" / BLA a: TRANS. ABOVE— I DNTOP OF JEST. _ _ _ J J CART STORAGE 16'-02" 8'-02" II < /\\ > \L II VEST �,I A,. jj �/ \ II IIS /� II / \�II \\II J BULE 8'-O2„ 4'-102" WINDOW ABOVE 7'-0" 8'-6" 8'-3" II /11 II // II / 8'-0" i \\ I\ II \\ II \ II __LI \ <AB> 6x6 METAL STUD BOX COLUMNS TYP. 4 5" SIN 8'-10-1" C r0 0 y 8'-0" ,-62, KNOX BOX @ 72" AFF AFTER HOURS DOOR BUZZER @ 48" AFF 8'-3" 8'-6" 13'-9" 1'- 1, 17'-10" 17'-92" 5,-8" ENLARGED FRONT ENTRY PLAN SCALE: 1/4" = L 35'-72 / 141-0" NORTH J —14 / 6'-0" 6'- D! O -0- / 6'-O" O VESTIBULE 101 O CL f RE ESSED DOWN LIGHT FIXTURE @ 1O'-0" TYP. 4) D' D' D' 11'-5 9'-2" 9'-2" 9'-2" 13'-9" 43'-0" / 9'-2" / 16'-10" 0 CO 73'-7" ENLARGED FRONT ENTRY REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" '6) V NORTH EXTERIOR COLOR LEGEND E1 STOLITE PANEL WITH LIMESTONE FINISH COLOR TO MATCH SHERWIN WILLIAMS 7757 "HIGH REFLECTIVE WHITE" E2 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 7048 "URBANE BRONZE" E3 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 7017 "DORIAN GRAY" EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6868 "REAL RED" SHERWIN WILLIAMS 7757 "HIGH REFLECTIVE WHITE" SHERWIN WILLIAMS 7048 "URBANE BRONZE" SHERWIN WILLIAMS 7017 "DORIAN GRAY" SHERWIN WILLIAMS 6868 "REAL RED" STOLITE PANEL WITH LIMESTONE FINISH COLOR TO MATCH SHERWIN WILLIAMS 7048 "URBANE BRONZE' 1) ALL EXTERIOR PAINT SHALL BE A 1 COAT PRIMER AND 2 COATS FINAL EXTERIOR MATERIALS LEGEND EIFS GLAZING STO LIMESTONE ALUMINUM PANEL RCP LEGEND O Al 2 O Al 2E O A24 A24E A30 O A30E C CW( D 0 DW � V W1 SNORKEL HATCH AND ROOF ACCESS LADDER GYPSUM WALL BOARD ACT - ACOUSTICAL CEILING TILE 2'-0" X 2'-0" SUPPLY AIR DIFFUSER RETURN AIR GRILLE EXHAUST AIR GRILLE LED FIXTURE LED FIXTURE (BATTERY B/U) REFER TO E102 FOR LOCATION LED FIXTURE LED FIXTURE (BATTERY B/U) REFER TO E102 FOR LOCATION LED FIXTURE LED FIXTURE (BATTERY B/U) REFER TO E102 FOR LOCATION 2X2 LED FIXTURE 4FT SURFACE CEILING MOUNTED LED FIXTURE 4FT SURFACE WALL MOUNTED LED FIXTURE LED FIXTURE LED EXTERIOR FIXTURE DOCK LIGHT FIXTURE LED EXTERIOR WALL WASH FIXTURE LED EXTERIOR WALL WALL FIXTURE LED MOTION LIGHT PID POWER / DATA DROP I T LED EMERGENCY FIXTURE -RED LETTERING LED EMERGENCY FIXTURE -RED LETTERING LED EMERGENCY FIXTURE -RED LETTERING ER LED EXTERIOR EGRESS I I WALL PACK RECEIVED CITY OF TUKWILA AUG 11 2011 PERMIT CENTER FLOOR PLAN LEGEND ////////// ♦••f♦ ♦♦ EXISTING WALL NEW MASONRY WALL/INFILL NEW STUD WALL ////////% NEW LOW STUD WALL P -X TILE FRP ( TILE ) DOOR DESIGNATION - SEE SHEET A800 PARTITION TYPE -SEE SHEET A700 WALL FINISH (PAINT) WALL FINISH (TILE) WALL FINISH -(FRP) FLOOR FINISH -PORCELAIN TILE (CONC) FLOOR FINISH -POLISHED CONCRETE VINYL BASE WINDOW TYPE - SEE SHEET A800 (A) SAKE REINDERSMA A R C H ITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com N U cis 11273 REGISTERED ARCHITECT • • ' H. REINDERSMA TATE OF WASHINGTON /0/0 E 0 W 1E; REVIEWED FOR CODE COMPLIANCE APPROVED OCT 062017 City of Tukwila co BUILDING DIVISION w date: 08/10/2017 issued for: FOR PERMIT revision no.: date: job no.: 11-021 sheet title: ENLARGED PLANS - FRONT ENTRY sheet no.: A302 EXISTING CANOPY TO BE REMOVED. PREFINISHED METAL TO MATCH P4 SIGNAGE FURNISHED AND INSTALLED BY TENANT UNDER SEPARATE PERMIT - GC TO PROVIDE AND COORDINATE ELECTRICAL CONNECTIONS - SEE ELECTRICAL DRAWINGS (1) P4 PREFINISHED METAL TO MATCH P4 PROVIDE PLYWOOD BACKING FOR SIGNAGE, COORDINATE WITH SIGN VENDOR 37'-0"+/- T.O. PARAPET 18'-0" T.O. CANOPY& ACCENT BAND R L r 1- r J 1 1 i1I 1 u 36" HIGH CONC. FILLED PIPE BOLLARD W/ RED PROTECTIVE COVER, TYP. CUSTOMER SERVICE PICKUP REFER TO A301 FOR KEYED NOTES. DUPLEX OUTLET f AND HOSE BIB COORDINATE W/ ENGINEERING DRAWINGS. C CIIID EXISTING DOOR TO BE REMOVED AND INFILLED r L C ---D 14'-6" B.O. CANOPY 4'-6" B.O. ACCENT BAND 4'-6" T.O. WAINSCOT 3,-4" L _-J L 1 1 L LJ LJ LJ LJ LJ 1 EXISTING DOCK PIT AT FRONT OF BUILDING TO BE INFILLED TO MEET FLUSH CURB CONDITIONS. SCALE: 1/4" =11-0" B.O. WATER TABLE 0'-0" FINISHED FLOOR FLOORL LEGEND OS/I0/2011 issued for: EXISTING WALL ® \ . --D N. - ,----102A N . --,-- -„\ NEW MASONRY WALL/INFILL NEW STUD WALL . / ---->-' / / - -- T ---------T / / - -/ / / -- / / - / P -X ♦...♦♦.♦ CIIID EXISTING DOOR TO BE REMOVED AND INFILLED r L C ---D 14'-6" B.O. CANOPY 4'-6" B.O. ACCENT BAND 4'-6" T.O. WAINSCOT 3,-4" L _-J L 1 1 L LJ LJ LJ LJ LJ 1 EXISTING DOCK PIT AT FRONT OF BUILDING TO BE INFILLED TO MEET FLUSH CURB CONDITIONS. SCALE: 1/4" =11-0" B.O. WATER TABLE 0'-0" FINISHED FLOOR FLOORL LEGEND OS/I0/2011 issued for: EXISTING WALL ® DOOR DESIGNATION - SEE SHEET A800 «yam NEW MASONRY WALL/INFILL NEW STUD WALL . PARTITION TYPE -SEE SHEET A700 WALL FINISH (PAINT) /////////, P -X ♦...♦♦.♦ NEW LOW STUD WALL job no.: 11-021 WALL FINISH (TILE) j,//////// TILE WALL FINISH -(FRP) FRP FLOOR FINISH -PORCELAIN TILE ( TILE ) (CONC) FLOOR FINISH -POLISHED CONCRETE VB VINYL BASE (A) WINDOW TYPE - SEE SHEET A800 EXTERIOR COLOR LEGEND 0,STOLITE PANEL WITH LIMESTONE FINISH COLOR TO MATCH SHERWIN WILLIAMS 7757 "HIGH REFLECTIVE WHITE" E2 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 7048 "URBANE BRONZE" E3 EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 7017 "DORIAN GRAY" 0,EIFS SAND BLAST FINISH TO MATCH SHERWIN WILLIAMS 6868 "REAL RED" P1 SHERWIN WILLIAMS 7757 "HIGH REFLECTIVE WHITE" 0 SHERWIN WILLIAMS 7048 "URBANE BRONZE" P3 SHERWIN WILLIAMS 7017 "DORIAN GRAY" P4 - SHERWIN WILLIAMS 6868 "REAL RED" S1 STOLITE PANEL WITH LIMESTONE FINISH COLOR TO MATCH SHERWIN WILLIAMS 7048 "URBANE BRONZE' 1) ALL EXTERIOR PAINT SHALL BE A 1 COAT PRIMER AND 2 COATS FINAL 4 .4 .d • 4 . d • 4. .4 4 4. 4 4 4 4 d .4 d 4 • 4 .4 �o• 4 • d • 4 4 • 4 4 .4 4 ..d d v 4 • d . 4 4 4 A -• */ 4 4 4 4 4 4 o• ° •ZO 4 a4 4 • A • . 4 • • IW INTERIOR DOWNSPOUT . DOWNSPOUT • TO DAYLIGHT -4 \ d • d 4 4 0 1 . d. 4 4 4 4 • d .4 . 2'_911 -4 •I I • O 4 d d o d 10'-4211. - • .4 4 4 a • '4 12'-0" 4 • a NI- v O N • • 4 4 . a•� • 6„ THICK REINFORCED CUSTOMER d 4 LOAD -OUT S18AB - SEE CIVIL AND . STRUCTURAL FOR SLABtDGE , d CONDITIONS AND REINPORCEMENT.— d 4 4 4 I • 4 a. 4 d .4 d G1 4 4' 4. .4 v . • 4: .4 a 4 A 4• 4 0 •° • d d 4• 44 • • :4 d .4 Zo — — . d 3x3 POST 36" HIGH CENTERED ON WALL RE . 1/A700 d 4 9'-9" 4.• • ° 50'-4" 4 4• VimX1 •41_911 4 d • 1. • . d • ° 4. .4 • 4 d 4 1 . •.36d -7n . 4 4 CO CV • O 4'-0" 1'-C 11 6'-0" I:o:l I:oa •74- 0 1 ao • • DUPLEX OUTLET.AND gOORDINATE W/ .•ENGINEERIF GDWGS. 4 • 4d .� 4 / / 4. . 4 . 4• 9 4 4 / / / / / 4°d d 4,11-0,jr" 41_011 4'-0" 11_2211 ile I:oa I:oa 3X3 POST -C.OMMAN.D-D.E SK_ 4'-2" HILTI X -POWER DRIVEN FASTENER 24" O.C. INTO MASONRY 14'-1" CUSTOMER PICKUP 104 O M M ALFA SECURITY PANEL TO BE MOUNTED ON WALL BY G.C. MANATOKOC UY-0140A ICE MAKER 4 .4 4 4 4 4 4 3'-6" O 1 O m z 0 z G) Oin� 2 G m 0 z G) 0 _1 • 0 1 a N O N >iS2a Old a N O r 4 a 4USH CURB COIg)ITION - SEE CIVIL - . d• . • G 4 d d. ,4. 4 a 4 •4 4 •4 4 -d 4 4 d • • d 4 . 4 -4 .571-1012A1" 4 . 4 .4 4: 4 f- 4: 1 •1 ..- -1&2/A304 0 9. HAND -4_ d ° 10'-11” 4 -HIS; X- O DRIV FASTE 4" O.C.. TO • M: ONRY4 . 4 . 4 4 A_ 1.1 T. ENLARGED PRO ENTRY PLAN SCALE: 1/4" = 1'-0" d • : 4 d .4 1 .A 2 4 4 0 N DOWNSPOUT TO DAYLIGHT FLUSH CURB CONDITION - SEE CIVIL NORTH r TDS CUSTOM CABINET FDCC-72 614.850.7590 (PROVIDED BY OWNER) / / 1 ' I ,t' I / 8" STAINLESS TRASH RING BLACK PLASTIC LAMINATE COUNTERTOP w/ T -MOLD EDGING 0 N BLACK PLASTIC LAMINATE OVER 3/4" PLYWOOD OR MDF PANEL CONSTRUCTION 24" DEEP BASE CABINET (TYP.) ADA ACCESSIBLE DOORS WITH INTEGRAL TOE KICK 3'-9" 3 1/2" I 1'-6 1/2" 1'-1" 1'-1" 5'-10 1/2" 1'-1" PRO SALES COFFEE MESS PROVIDED BY OWNER SCALE: 3/4" = 1'-0" / 3'-9" ECEIVEC CITY OF TUKWILA AUG 11 2017 PERMIT CENTER SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com REGISTERED ARCHITECT TAKE H REINDERSMA STATE OF WASHINGTON ca Q N REVIEWED FOR CODE COMPLIANCE APPROVED OCT 062017 City of Tukwila BUILDING DIVISION date: OS/I0/2011 issued for: FOR PERMIT revision no.: date: job no.: 11-021 sheet title: ENLARGED PLAN - PRO ENTRY AREA sheet no.: A303 NOTE: LOCATE DOWNSPOUT TIGHT TO STEEL COLUMN AND DRAIN AWAY FROM CANOPY CENTER 4" DRAIN LINE FROM ROOF DRAIN Q CONTINUOUS CAULK, TYP. 2'-8" STEEL COLUMN, REFER TO STRUCTURAL DWGS PIER CAP - MODIFIED WESTERN ONE-KOTE STUCCO SYSTEM OVER 1" EIFS FOAM OVER 1/2" FIBERGLASS MAT SHEATHING WITH 1" SLOPE PRO -SALES ENTRY COLUMN PLAN VIEW CUT AT 3'-4" A.F.F. SCALE: 3/4" = 1-0 (5) .......................•••••••••...•.•••.•.....•.••••• ° C -° ti ° . ° a ° CAP MEETS WALL. FLOAT (SKIM) SMOOTH THE WALL AT AREAS BEHIND NEW PILASTER (AS NEEDED). 4 n PROVIDE SEALANT AT .—PERIMETER EDGES WHERE 2'-4" 1 2'-6" SLOPED EIFS CAP EDGE OF EIFS BELOW TYPICAL PILASTER PLAN VIEW AT CAP SCALE: 3/4" = 1'-0" rThiok NOT USED SCALE: NOTE: LOCATE DOWNSPOUT TIGHT TO STEEL COLUMN AND DRAIN AWAY FROM CANOPY CENTER DOWNSPOUT NOZZLE: JOSAM #25010 -BS Q 1 EQUAL 4.! EQUAL 2'-8" STEEL COLUMN, REFER TO STRUCTURAL DWGS 20GA METAL STUDS 4" DRAIN LINE FROM ROOF DRAIN MODIFIED WESTERN ONE-KOTE STUCCO SYSTEM OVER 1" EIFS FOAM OVER 5/8" FIBERGLASS MAT SHEATHING PRO -SALES ENTRY COLUMN PLAN VIEW CUT AT 1'-0" A.F.F. SCALE: 3/4" = 11-0" :❖.44444444.44:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖3:%:❖:❖:•X FLOAT (SKIM) SMOOTH THE WALL AT AREAS BEHIND NEW PILASTER (AS NEEDED). PROVIDE SEALANT AT PERIMETER EDGES WHERE PILASTER MEETS WALL 2'-8" T EDGE OF CURB (BELOVV) EDGE OF WAINSCOT (BELOW) STOLITE EIFS FOAM SYSTEM, OVER SUPPORT TRACKS, AND MANUFACTURER RECOMMENDED ADHESIVE TYPICAL PILASTER PLAN VIEW CUT AT BOTTOM CAP SCALE: 3/4 = 11-0" ti 2'-6" iA PILASTER CAP DETAIL SCALE: 3/4"=1-0" PILASTER CAP NEW STOLITE SIMULATED LIMESTONE SURFACE, OVER FOAM, OVER SUPPORT TRACKS, AND MANUFACTURER RECOMMENDED ADHESIVE CONTINUOUS SEALANT WHERE STOLITE CONFORMS TO CANOPY FASCIA. (DEFERRED SUBMITTAL) NEW CANOPY SYSTEM - PER MFR. SPECS. — NEW ALUM. FASCIA AND FASCIA SUPPORT BRACKET PER MFR. SPECS. 1/4" PER FOOT SLOPE TYPICAL 4 ad 4 d 4 O d d J CONTINUOUS DRIP EDGE DRAINAGE TROUGH AND SCUPPER PER MFR. SPECS. CORNER BEAD, AND SEALANT ENTRY TOWER DRIP EDGE AT CANOPY CUTOUT SCALE: 3/4" = 1-0" 4 a d EXISTING WALL. CONTINUOUS SEALANT - ALL SIDES FLOAT (SKIM) SMOOTH THE SPLIT BLOCK WALL AT AREAS BEHIND PILASTER NEW STUCCO COATING EDGE OF CURB (BELOW) STOLITE EIFS FOAM, OVER SUPPORT TRACKS, AND MANUFACTURER RECOMMENDED ADHESIVE TYPICAL PILASTER PLAN VIEW CUT AT 1'-0" A.F.F. SCALE: 3/4" = NOT USED SCALE: NEW BUILT UP PARAPET WALL, AND RETURN. RE: STRUCTURAL 1'-2 1/4" ................................................ .❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.' EIFS CAP ABOVE J REINFORCE FOAM TOWER WHERE IT EXTENDS ABOVE THE EXISTING WALL. RE: STRUCTURAL EXISTING WALL (BELOVV). STOLITE EIFS FOAM, OVER SUPPORT TRACKS, AND MANUFACTURER RECOMMENDED ADHESIVE 0 ENTRY TOWER ADDITIONAL REINFORCING AT TOP OF PARAPET SCALE: 3/4" = 1'-0" RECEIVED CITY OF TUKWILA AUG 11 2017 PERMIT CENTER SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com 11273 TATE OF WASHINGTON REGISTERED ARCHITECT E H. REINDERSMA a- L /7 0 a) E 00 qaG 0 ri ra,rdij REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 6 2017 date: OS/I0/2011 issued for: FOR PERMIT revision no.: date: job no.: 11-021 sheet title: PILASTER COLUMN DETAILS sheet no.: A304 NEW PREFINISHED METAL COPING CAP. SEE ELEVATIONS FOR COLOR. NEW FOAM NEW STUCCO COATING NEW PRESSURE TREATED WOOD BLOCKING ANCHORED TO PANEL MATCH EXISTING ROOF MEMBRANE EXTEND UP OVER PARAPET EXISTING WALL TYPICAL E.I.F.S. JOINT SCALE: 3" = 1'-0" TYPICAL PANEL REVEAL SCALE: 6" = 1'-0" NEW EYEBOLT (4) EQUALLY SPACED ALONG BACK OF CANOPY PARAPET. RE:STRUCTURAL (PROVIDE ANCHORS &/OR BLOCKING AS RECOMMENDED) NEW BUILT UP PARAPET WALL. RE: STRUCTURAL NEW PREFINISHED METAL COPING OVER WOOD BLOCKING ANCHORED TO PANEL 42'-0" AFF T/O NEW PARAPET 41'-10" AFF T/O NEW PANEL NEW PARAPET RETURN BEYOND. NEW COPING DETAIL (6) SCALE: 1 1/2' = 11-0" 42'-0" AFF T/O NEW PARAPET itp41'-10" AFF T/O NEW PANEL NEW PREFINISHED METAL COPING OVER WOOD BLOCKING ANCHORED TO PANEL NEW PARAPET RETURN BEYOND. ENTRY PARAPET DETAIL SCALE: 1 1/2" = 1'-0" MATCH EXISTING ROOF MEMBRANE OVER BONDING ADHESIVE - EXTEND UP OVER BLOCKING AT TOP OF PARAPET. MATCH EXISTING ROOF MEMBRANE OVER BONDING ADHESIVE - EXTEND UP OVER BLOCKING AT TOP OF PARAPET. S NEW PREFINISHED METAL COPING OVER WOOD BLOCKING ANCHORED TO PANEL NEW PARAPET RETURN BEYOND. 42'-0" AFF T/O NEW PARAPET giop41'-10" AFF T/O NEW PANEL NEW STUCCO COATING MATCH EXISTING ROOF MEMBRANE OVER BONDING ADHESIVE - EXTEND UP OVER BLOCKING AT TOP OF PARAPET. NEW STUCCO COATING NEW STUCCO COATING NEW FOAM CAP FASTENERS RE: STRUCTURAL NEW BUILT UP PARAPET RE: STRUCTURAL FOR STRUCTURAL MATERIALS AND BRACING REQUIREMENTS NEW BUILT UP PARAPET RE: STRUCTURAL FOR BRACING REQUIREMENTS CANT STRIP, SEE DETAIL 4/A202 FASTENERS RE: STRUCTURAL 1 \I VI VI VI \! AI CANT STRIP, SEE DETAIL 4/A202 \ I \__L %I %I XI \ I \ I %I \ ! \ ! \,.I % 1 \ I XI gip 38'-6" AFF T/0 TOWER FASTENERS RE: STRUCTURAL dik — 37'-0"+/- AFF TIO EXISTING PANEL NEW BUILT UP PARAPET RE: STRUCTURAL FOR BRACING REQUIREMENTS NEW SEALANT CANT STRIP, SEE DETAIL 4/A202 \ ! %I \ I \ I XI XI \ l II %I Xi 7" - NEW STUCCO COATING NEW STUCCO COATING NEW STUCCO COATING 34'-6" AFF T/0 NEW TOWER 46. VARIES EXISTING JOIST BEARING EXISTING ROOF AND ROOF STRUCTURE EXISTING ROOF AND ROOF STRUCTURE EXISTING ROOF AND ROOF STRUCTURE SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com 11273 REGISTERED ARCHITECT AKE H. REINDERSMA STATE OF WASHINGTON a) E NEW SIGNAGE (UNDER SEPARATE PERMIT) REMOVE EXISTING WALL MOUNTED LIGHT WHERE OCCURS. RE: ELECTRICAL AS TO BE ABANDONED OR OTHERWISE REMOVE EXISTING WALL MOUNTED LIGHT WHERE OCCURS. RE: ELECTRICAL AS TO BE ABANDONED OR OTHERWISE REMOVE EXISTING WALL MOUNTED LIGHT WHERE OCCURS. RE: ELECTRICAL AS TO BE ABANDONED OR OTHERWISE NOTE: GENERAL CONTRACTOR TO INSPECT JOINTS IN EXISTING WALL AND RESEAL AS NEEDED. RE: DETAIL 9/A304 NEW WIRE RACEWAY ENTIRE LENGTH OF SIGN BY G.C. EXISTING STRUG I UKAL PILASTER (BEYOND) NEW 2" RIGID INSULATION W/ METAL Z -CLIPS AT 24" O.C. EXISTING WALL (5 1/2" THICK TILT UP PANEL) EXISTING WALL (5 1/2" THICK TILT UP PANEL) NEW STUCCO COATING NEW TOWER (BEYOND) EXISTING WALL (5 1/2" THICK TILT UP PANEL) NEW CANOPY SYSTEM - PER MFR. SPECS. NEW ALUM. FASCIA AND FASCIA SUPPORT BRACKET PER MFR. SPECS. 16'-6" B.O. CANOPY NEW STUCCO COATING NEW 5/8" GYP. BD. FROM 8'-0" TO DECK. NEW INFILL WHERE OCCURS RE: STRUCTURAL NEW CANOPY SYSTEM - PER MFR. SPECS. PILASTER (BEYOND) EXISTING STRUCTURAL PILASTER (BEYOND) EXISTING STRUCTURAL PILASTER (BEYOND) NEW ALUM. FASCIA AND FASCIA SUPPORT BRACKET PER MFR. SPECS. NEW STOLITE SIMULATED LIMESTONE SURFACE, OVER FOAM, OVER SUPPORT TRACKS, AND MANUFACTURER RECOMMENDED ADHESIVE REMOVE EXISTING ROLL -UP DOOR WHERE OCCURS 16'-6" B.O. CANOPY NEW TRANSFORMER 14'-6" B.O. CANOPY NEW STUCCO COATING 8'-0" EVV CANOPY LIGHTING - SEE ELECTRICAL DRAWINGS. 0 REMOVE EXISTING CANOPY & LIGHTS WHERE OCCURS NEW 3/4" PLYWOOD DECKING OVER 6" METAL STUD FRAMING 14'-6" B.O. CANOPY NEW STUCCO COATING E/ CANOPY LIGHTING - SEE ELECTRICAL DRAWINGS. REMOVE EXISTING CANOPY & LIGHTS WHERE OCCURS REMOVE EXISTING ROLL -UP DOOR WHERE OCCURS • kV DECOR EXISTING STRUCTURAL HEADER ABOVE EXISTING STOREFRONT a ce a w z w OU Lu 0ce �� O0 co �� LL 10'-101 /2" AFF B.O. OPENING 10'-1 1/4" NEW INFILL WHERE OCCURS RE: STRUCTURAL NEW INFILL WHERE OCCURS RE: STRUCTURAL NEW HEADER RE: STRUCTURAL NEW 2x WOOD BLOCKING NEW 5/8" FRT PLYWOOD FROM FINISH FLOOR TO 8'-0". 5/8" GYP. BD. FROM 8'-0" TO DECK. NEW 5/8" FRT PLYWOOD FROM FINISH FLOOR TO 8'-0". 5/8" GYP. BD. FROM 8'-0" TO DECK. II II II II II NEW 2" RIGID INSULATION W/ METAL Z -CLIPS AT 24" O.C. NEW 2" RIGID INSULATION W/ METAL Z -CLIPS AT 24" O.C. NEW FIRE ALARM PNL NEW BURGLAR ALARM PNL 9 3/8" DEMOLITION NOTE: WIDE STOREFRONT OPENING. RE: STRUCTURAL RECOMMENDATIONS TO MAINTAIN STRUCTURAL INTEGRITY OF EXISTING WALL NEW WALK NEW BACKFILL RE: CIVIL II II II II II II II NEW 6" CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS NEW WALK NEW 6" CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS NEW 6" CURB NEW WALK NEW BACKFILL RE: CIVIL 0'-0" FINISH FLOOR NEW 6" CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS /iir��ii�� GC TO SAW CUT SLAB, RUN WIRE, INSTALL POST, AND PULL 4'-0" OF WHIP INTO POST. ALPHA UNIT PROVIDED BY OTHERS AND INSTALLED BY GC. EXISTING FOOTING AND FOUNDATION WALL EXISTING FOOTING AND FOUNDATION WALL RECEIVED CITY OF TUKWILA AUG 11 2011 PERMIT CENTER EXISTING FOOTING AND FOUNDATION WALL WALL SECTION @ ENTRY SCALE: 1/2" = 1'-0" WALL SECTION @ CANOPY SCALE: 1/2" = 1'-0" WALL SECTION SCALE: 1/2" = 1'-0" 0 a) O C2. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 6 2017 City of Tukwila UILDING DIVISION date: OS/IO/2017 issued for: FOR PERM I T revision no.: date: job no.: I1-021 sheet title: WALL SECTIONS sheet no.: A401 NEW PREFINISHED METAL COPING OVER WOOD BLOCKING ANCHORED TO PANEL 37-0"+/- AFF TIO EXISTING PANEL NEW STUCCO COATING Ai VARIES EXISTING JOIST BEARING NEW STUCCO COATING 18'-0" AFF PAINT LINE / REVEAL REMOVE EXISTING CANOPY & LIGHTS WHERE OCCURS 10'-0" AFF PAINT LINE / REVEAL NEW STUCCO COATING 6 A401 MATCH EXISTING ROOF MEMBRANE OVER BONDING ADHESIVE - EXTEND UP OVER BLOCKING AT TOP OF WALL. I 1, l l 1/ 1/ 1/ 1/ %I X/ l I 4 5 A401 N 5 A401 ( EXISTING ROOF AND ROOF STRUCTURE REMOVE EXISTING WALL MOUNTED LIGHT WHERE OCCURS. RE: ELECTRICAL AS TO BE ABANDONED OR OTHERWISE EXISTING WALL (5 1/2" THICK TILT UP PANEL) EXISTING STRUCTURAL PILASTER (BEYOND) EXISTING STRUCTURAL HEADER ABOVE EXISTING STOREFRONT REMOVE EXISTING ROLL -UP DOOR WHERE OCCURS REMOVE EXISTING STOREFRONT NEW INFILL WHERE OCCURS RE: STRUCTURAL NEW 5/8" FRT PLYWOOD FROM FINISH FLOOR TO 8'-0". 5/8" GYP. BD. FROM 8'-0" TO DECK. NEW 2" RIGID INSULATION W/ METAL Z -CLIPS AT 24" O.C. 6" CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS EXISTING FOOTING AND FOUNDATION WALL TYPICAL FRONT WALL SECTION SCALE: 1/2" = 1'-O" NEW PREFINISHED METAL COPING OVER WOOD BLOCKING ANCHORED TO PANEL Atik 37'-0"+/- AFF TIO EXISTING PANEL MATCH EXISTING ROOF MEMBRANE OVER BONDING ADHESIVE - EXTEND UP OVER BLOCKING AT TOP OF WALL. 1, X/ 1/ 1/ \/ 1/ X/ 1/ l/ l/ 1/ 1/ 1/ X/ NEW STUCCO COATING VARIES EXIST JOIST BEARING 5/A304 Atik 32'-0" AFF T.O. FOAM CAP 0 t) 9 NEW STOLITE EIFS FOAM, OVER SUPPORT TRACKS, AND MANUFACTURER RECOMMENDED ADHESIVE � ` f4 18'-0" AFF PAINT LINE / REVEAL 0 REMOVE EXISTING CANOPY & LIGHTS WHERE OCCURS 6/A304 REMOVE EXISTING SUPPORT COLUMNS AND FOOTINGS WHERE THEY OCCUR 7/A304 NEW 6" CURB —� EXISTING ROOF AND ROOF STRUCTURE NEW SEALANT EXISTING WALL (5 1/2" THICK TILT UP PANEL) REMOVE EXISTING ROLL -UP DOOR WHERE OCCURS NEW INFILL WHERE OCCURS RE: STRUCTURAL NEW 5/8" FRT PLYWOOD FROM FINISH FLOOR TO 8'-0". 5/8" GYP. BD. FROM 8'-0" TO DECK. NEW 2" RIGID INSULATION W/ METAL Z -CLIPS AT 24" O.C. NEW 6" CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS 1 EXISTING FOOTING AND FOUNDATION WALL FRONT WALL SECTION @ PILASTER SCALE: 1/2" = 1'-0" NOTE: GENERAL CONTRACTOR TO INSPECT JOINTS IN EXISTING WALL AND RESEAL AS NEEDED. RE: DETAIL 9/A304 NEW PREFINISHED METAL COPING OVER WOOD BLOCKING ANCHORED TO PANEL 37-0"+/- AFF TIO EXISTING PANEL MATCH EXISTING ROOF MEMBRANE OVER BONDING ADHESIVE - EXTEND UP OVER BLOCKING AT TOP OF WALL. VARIES EXISTING JOIST BEARING NEW STUCCO COATING 18'-0" AFF PAINT LINE / REVEAL NEW STUCCO COATING 10'-0" AFF PAINT LINE / REVEAL 0,-0" AFF FINISH FLOOR NEW COMPACTOR SLAB WHERE OCCURS RE: STRUCTURAL RE: CIVIL F- CL a M a 1- a EXISTING ROOF AND ROOF STRUCTURE EXISTING WALL (5 1/2" THICK TILT UP PANEL) EXISTING STRUCTURAL PILASTER (BEYOND) NEW 5/8" GYP. BD. FROM 8'-0" TO DECK. NEW 2" RIGID INSULATION W/ METAL Z -CLIPS AT 24" O.C. REMOVE EXISTING WALL MOUNTED LIGHT WHERE OCCURS. RE: ELECTRICAL AS TO BE ABANDONED OR OTHERWISE REMOVE EXISTING ROLL -UP DOOR WHERE OCCURS NEW 5/8" FRT PLYWOOD FROM FINISH FLOOR TO 8'-0". 5/8" GYP. BD. FROM 8'-0" TO DECK. NEW INFILL WHERE OCCURS RE: STRUCTURAL NEW 6" CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS d 0) W NEW BACKFILL WHERE OCCURS RE: CIVIL TYPICAL REAR WALL SECTION SCALE: 1/2" = 1'-0" EXISTING FOOTING AND FOUNDATION WALL 4 NEW PREFINISHED METAL COPING OVER WOOD BLOCKING ANCHORED TO PANEL 37'-0"+/- AFF TIO EXISTING PANEL AL VARIES EXISTING JOIST BEARING NEW STUCCO COATING At 18'-0" AFF PAINT LINE / REVEAL NEW STUCCO COATING 101-0" 10'-0" AFF PAINT LINE / REVEAL MATCH EXISTING ROOF MEMBRANE OVER BONDING ADHESIVE - EXTEND UP OVER BLOCKING AT TOP OF WALL. 5 A401 5 A401 1I 1/ l/ 1I 1/ ll 1 / 1 / 1 / ll EXISTING ROOF AND ROOF STRUCTURE EXISTING STRUCTURAL PILASTER (BEYOND) NEW 5/8" FRT PLYWOOD FROM FINISH FLOOR TO 8'-0". 5/8" GYP. BD. FROM 8'-0" TO DECK. NEW 2" RIGID INSULATION W/ METAL Z -CLIPS AT 24" O.C. EXISTING WALL (5 1/2" THICK TILT UP PANEL) 6" CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS ° d EXISTING FOOTING AND FOUNDATION WALL TY • ICAL SIDE WALL SECTION RECEIVED CITY OF TUKWILA AUG 11 2017 PERMIT CENTER SCALE: 1/2" = 1'-0" SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.51.23 f: 602.513.7193 www.sra360.com 0 s 11273 REGISTERED ARCHITECT KE H. REINDERSMA STATE OF WASHINGTON g !j N E mm 00 rive, Suite #400 N Cr) OW < oo w cd sr -- 1 E N U neo REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 6 2017 City of Tukwila BUILDING DIVISION date: 08/10/2011 issued for: FOR PERM I T revision no.: date: job no.: 11-021 sheet title: WALL SECTIONS sheet no.: A402 NEW PREFINISHED METAL COPING OVER WOOD BLOCKING ANCHORED TO PANEL 00 MATCH TIO EXISTING PANEL NEW MEMBRANE NEW CANT STRIP, SEE DETAIL 4/A202 gh VARIES EXISTING JOIST BEARING •4,44.4.4.iw �QV.."4.•6OJ�•D4a0ais0!w� NEW ROOF AND ROOF STRUCTURE RE:STRUCTURAL VERIFY FINISHES AT INTERIOR WALLS OF NEW LOADING DOCK ADDITION L— - REMOVE EXISTING CANOPY REMOVE EXISTING DOCK BUMPERS AND SEALS REMOVE EXISTING STAIR, RAIL AND PLATFORM I I NEW DOhK ADDITION RE:&TRUCTURAL I I I FF � I [ L4- 1 NEW BACKFILL, RE: CML EXISTING HARDSCAPE RE: CIVIL { { I %I XI % I 1.I II ROOF MEMBRANE OVER BONDING ADHESIVE - EXTEND UP OVER BLOCKING AT TOP OF PARAPET. EXISTING ROOF AND ROOF STRUCTURE TBD NEW JOIST BEARING NEW BEARINGS FASTENED TO EXISTING WALL (5 1/2" THICK TILT UP PANEL) RE: STRUCTURAL EXISTING WALL (5 1/2" THICK TILT UP PANEL) NEW 2" RIGID INSULATION W/ METAL Z -CLIPS AT 24" O.C. REMOVE EXISTING ROLL -UP DOORS NEW 5/8" FRT PLYWOOD FROM FINISH FLOOR TO 8'-0". 5/8" GYP. BD. FROM 8'-0" TO DECK. NEW 6" CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS 1 f ° EXISTING FOOTING AND FOUNDATION WALL WALL SECTION @ NEW LOADING DOCK SCALE: 1/2" = 1'-0" NEW PREFINISHED METAL COPING OVER WOOD BLOCKING ANCHORED TO PANEL App MATCH T/O EXISTING PANEL TBD NEW JOIST BEARING NEW EMBEDS, REFER TO STRUCTURAL DRAWINGS. NEW STUCCO COATING Ai 18'-0" AFF PAINT LINE / REVEAL NEW STUCCO COATING NEW DOCK LIGHTS, REFER TO ELECTRICAL DRAWINGS NEW 16GA GALVANIZED STEEL TRUCK DOCK CANOPY dip 10'-0" AFF 1 PAINT LINE / REVEAL NEW ROOF MEMBRANE OVER BONDING ADHESIVE - EXTEND UP OVER BLOCKING AT TOP OF PARAPET. NEW CANT STRIP, SEE DETAIL 4/A202 NEW ROOF MEMBRANE OVER RIGID INSULATION (MIN. R-23) OVER STEEL DECK. REFER TO NOTES ON A201 VENNI I 8'-0" AFF T.O. OPNG. NEW CONT. BENT PLATE EMBED ON SIDES AND TOP OF DOOR OPENING. NEW DOCK DOOR SEAL ANCHORED TO PANEL PER MFG. RECOMMENDATIONS a REFER TO PIT PROJECTION CHART ON A504 0'-0" AFF FINISH FLOOR NEW DOCK BUMPER (2) PER DOOR NEW TRENCH DRAIN, REFER TO PLUMBING DRAWINGS. • L) NEW STEEL JOIST, REFER TO STRUCTURAL DRAWINGS NOTE: GENERAL CONTRACTOR TO INSPECT JOINTS IN EXISTING WALL AND RESEAL AS NEEDED. RE: DETAIL 9/A304 NEW WALL RE: STRUCTURAL NEW 5/8" GYP. BD. FROM 8'-0" TO DECK. NEW 2" RIGID INSULATION W/ METAL Z -CLIPS AT 24" O.C. NEW STEEL OVERHEAD COILING DOOR NEW 6" CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS NEW DOCK LEVELER NEW 3"x3"x3/8" STEEL ANGLE EMBEDS, REFER TO STRUCTURAL NEW REINFORCED CONCRETE DOCK LEVELER PIT. VERIFY SIZE W/ MFG. 4 4 NEW FOUNDATION RE:STRUCTURAL WALL SECTION @ NEW LOADING DOCK DOOR SCALE: 1/2" = 1'-0" NEW PREFINISHED METAL COPING OVER WOOD BLOCKING ANCHORED TO PANEL 37'-0"+/- AFF T/O EXISTING PANEL giu VARIES EXISTING JOIST BEARING NEW STUCCO COATING 18'-0" AFF PAINT LINE / REVEAL NEW STUCCO COATING REMOVE EXISTING CANOPY & LIGHTS WHERE OCCURS Atik 10'-0" AFF PAINT LINE / REVEAL REMOVE EXISTING DOCK BUMPERS LEVELERS AND SEALS NEW WALK NEW BACKFILL RE: CIVIL 0'-0" FF N MATCH EXISTING ROOF MEMBRANE OVER BONDING ADHESIVE - EXTEND UP OVER BLOCKING AT TOP OF WALL. ! %I %I ' I 11 % I XI \ I % I II rd 5� .A401./ N H 0 1— a EXISTING ROOF AND ROOF STRUCTURE REMOVE EXISTING WALL MOUNTED LIGHT WHERE OCCURS. RE: ELECTRICAL AS TO BE ABANDONED OR OTHERWISE EXISTING WALL (5 1/2" THICK TILT UP PANEL) EXISTING STRUCTURAL PILASTER (BEYOND) NEW 5/8" GYP. Ba FROM 8'-0" TO DECK. NEW 2" RIGID INSULATION W/ METAL Z -CLIPS AT 24" O.C. REMOVE EXISTING ROLL -UP DOOR WHERE OCCURS NEW 5/8" FRT PLYWOOD FROM FINISH FLOOR TO 8'-0". 5/8" GYP. BD. FROM 8'-0" TO DECK. NEW INFILL WHERE OCCURS RE: STRUCTURAL NEW 6" CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS 4 n// n/ //��, // //� //moi/�i///gin/ EXISTING HARDSCAPE RE: CIVIL \/\!, ///\ i EXISTING FOOTING AND FOUNDATION WALL WALL SECTION @ EXISTING LOADING DOCK DOOR SCALE: 1/2" = 1'-0" 11 10" 1 1/2" 1'-2" V • COLUMN BASE CAP/PILASTER CAP/TOWER CAP DETAILS SCALE: 1 1/2" = 1'-0" EXTERIOR DOCK LIGHT REFER TO ELEVATIONS AND ELECTRICAL DRAWINGS 13'-0" AFF CL OF FIXTURE 16 GA. GALVANIZED STEEL HOOD UNIT W/ RAIN DIVERTER FASTENED TO WALL PER MFG's RECOMMENDATIONS ROLLING OVERHEAD DOOR AND TRACK - FASTEN TO WALL PER MFG's RECOMMENDATIONS. FOAM DOCK SEAL 8'-O" AFF TIO OPENING DOCK DOOR DETAIL SCALE: 1 1/2" = 1'-0" CONT. BENT PLATE EMBED RECEIVED CITY OF TUKWILA AUG 11 2011 PERMIT CENTER SAKE REINDERSMA A R CH ITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com 0 2 U) cu E pw • § rem":"4 1 D CO aem 00 rg �W� N C5) a) < C(0 n U) Pr v�3 Y W er; +-1 U N N REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 6 2017 City of Tukwila BUILDING DIVISION date: OS/I0/2011 issued for: FOR PERMIT revision no.: date: job no.: 11-021 sheet title: WALL SECTIONS sheet no.: A403 NEW PREFINISHED METAL COPING OVER WOOD BLOCKING ANCHORED TO PANEL MATCH EXISTING ROOF MEMBRANE OVER BONDING ADHESIVE - EXTEND UP OVER BLOCKING AT TOP OF WALL. NEW PREFINISHED METAL COPING OVER WOOD BLOCKING ANCHORED TO PANEL MATCH EXISTING ROOF MEMBRANE OVER BONDING ADHESIVE - EXTEND UP OVER BLOCKING AT TOP OF WALL. \ I NEW PREFINISHED METAL COPING OVER WOOD BLOCKING ANCHORED TO PANEL MATCH EXISTING ROOF MEMBRANE OVER BONDING ADHESIVE - EXTEND UP OVER BLOCKING AT TOP OF WALL. 11 1/ VI 1I II VI 1I \T 1/ X/ 1/ 1/ 1/ X/ I/ 1/ \ 1 \/ I/ 1/ \ I 1 I \/ 1/ \ I 1/ 1/ 1/ EXISTING ROOF AND ROOF STRUCTURE EXISTING ROOF AND ROOF STRUCTURE EXISTING ROOF AND ROOF STRUCTURE NEW STUCCO COATING REMOVE EXISTING WALL MOUNTED LIGHT WHERE OCCURS. RE: ELECTRICAL AS TO BE ABANDONED OR OTHERWISE NEW STUCCO COATING REMOVE EXISTING WALL MOUNTED LIGHT WHERE OCCURS. RE: ELECTRICAL AS TO BE ABANDONED OR OTHERWISE NEW STUCCO COATING REMOVE EXISTING WALL MOUNTED LIGHT WHERE OCCURS. RE: ELECTRICAL AS TO BE ABANDONED OR OTHERWISE NOTE: GENERAL CONTRACTOR TO INSPECT JOINTS IN EXISTING WALL AND RESEAL AS NEEDED. RE: DETAIL 9/A304 SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com 11273 REGISTERED -.ARCHITECT SAKE H. REINDERSMA STATE OF WASHINGTON t 2 i 5 17 a) E EXISTING STRUCTURAL PILASTER (BEYOND) NEW GALVANIZED "SPRINGLOK" SURFACE MOUNTED REGLET AND FLASHING SYSTEM PREFINISHED. NEW GALVANIZED "SPRINGLOK" SURFACE MOUNTED REGLET AND FLASHING SYSTEM PREFINISHED. EXISTING STRUCTURAL PILASTER (BEYOND) NEW GALVANIZED "SPRINGLOK" SURFACE MOUNTED REGLET AND FLASHING SYSTEM PREFINISHED. NEW NEOPRENE CLOSURE NEW PREFINISHED METAL COPING OVER TREATED Woo° BLOCKING NEW (P4) PREFINISHED METAL PANEL OVER METAL DECK NEW PREFINISHED METAL COPING OVER TREATED WOOD BLOCKING NEW RECOVERY BOARD W/ TPO OVER METAL DECK - BY G.C. 4'-0" NEW NEOPRENE CLOSURE NEW (P4) PREFINISHED METAL PANEL OVER METAL DECK NEW PREFINISHED METAL COPING OVER TREATED WOOD BLOCKING NEW RECOVERY BOARD W/ TPO OVER METAL DECK - BY G.C. 4'-0" NEW NEOPRENE CLOSURE NEW (P4) PREFINISHED METAL PANEL OVER METAL DECK SLOPE EXISTING WALL (5 1/2" THICK TILT UP PANEL) EXISTING WALL (5 1/2" THICK TILT UP PANEL) SLOPE SLOPE GUTTER TOWARDS DRAINS 14'-6" AFF B.U. F1NTSHLU CANOPY - FASTEN TO EXISTING WALL. RE: STRUCTURAL SLOPE GUTTER TOWARDS DRAINS FASTEN TO EXISTING WALL. RE: STRUCTURAL SLOPE GUTTER TOWARDS DRAINS EXISTING STRUCTURAL PILASTER (BEYOND) EXISTING WALL (5 1/2" THICK TILT UP PANEL) NEW 2" RIGID INSULATION W/ METAL Z -CLIPS AT 24" O.C. FASTEN TO EXISTING WALL. RE: STRUCTURAL 1.-23/4" MODIFIED WESTERN ONE-KOTE STUCCO SYSTEM OVER 1" EIFS FOAM OVER 5/8" FIBERGLASS MAT SHEATHING, OVER METAL STUDS d JOIST, REFER z TO STRUCTURAL a UNDERSIDE OF CANOPY STRUCTURE TO BE WHITE REMOVE EXISTING CANOPY & LIGHTS WHERE OCCURS 0 NEW STUCCO COATING NEW 5/8" GYP. BD. FROM 8'-0" TO DECK. 1'-2 3/4" REMOVE EXISTING ROLL -UP DOOR WHERE OCCURS MODIFIED WESTERN ONE-KOTE STUCCO SYSTEM OVER 1" EIFS FOAM OVER 5/8" FIBERGLASS MAT SHEATHING, OVER METAL STUDS UNDERSIDE OF CANOPY STRUCTURE TO BE WHITE NEW 2" RIGID INSULATION W/ METAL Z -CLIPS AT 24" O.C. NEW 2" RIGID INSULATION W/ METAL Z -CLIPS AT 24" O.C. REMOVE EXISTING CANOPY & LIGHTS WHERE OCCURS NEW STUCCO COATING NEW STEEL OVERHEAD COILING DOOR (POWERED) MODIFIED WESTERN ONE-KOTE STUCCO SYSTEM OVER 1" EIFS FOAM OVER 5/8" FIBERGLASS MAT SHEATHING, OVER METAL STUDS NEW STEEL JOIST, REFER TO STRUCTURAL a VDERSIDE OF CANOPY RUCTURE TO BE WHITE REMOVE EXISTING CANOPY & LIGHTS WHERE OCCURS NEW STUCCO COATING REMOVE EXISTING ROLL -UP DOOR WHERE OCCURS DOWNSPOUT ALONG SIDE OF COLUMN (AWAY FROM CENTER OF CANOPY; EXIT TO DAYLIGHT EXTERIOR SIDE OF CANOPY NEW STEEL HEADER, RE:STRUCTURAL DOWNSPOUT ALONG SIDE OF COLUMN (AWAY FROM CENTER OF CANOPY; EXIT TO DAYLIGHT EXTERIOR SIDE OF CANOPY DOWNSPOUT ALONG SIDE OF COLUMN (AWAY FROM CENTER OF CANOPY; EXIT TO DAYLIGHT EXTERIOR SIDE OF CANOPY NEW COLUMN RE: STRUCTURAL NEW 5/8" FRT PLYWOOD FROM FINISH FLOOR TO 8'-0". 5/8" GYP. BD. FROM 8'-0" TO DECK. NEW COLUMN RE: STRUCTURAL NEW 5/8" FRT PLYWOOD FROM FINISH FLOOR TO 8'-0". 5/8" GYP. BD. FROM 8'-0" TO DECK. 5,5 Y ce Q a ce w Z ctw OU 01< o�� cej 0J Ocl „ O �� NEW DOOR CONTINUOUS CAULK TYP. CONTINUOUS CAULK TYP. CONTINUOUS CAULK TYP. NEW INFILL WHERE OCCURS RE: STRUCTURAL 3'-4" AFF B.O. WATERTABLE REMOVE EXISTING DOCK BUMPERS LEVELERS AND SEALS 3'-4" AFF B.O. WATERTABLE REMOVE EXISTING DOCK BUMPERS LEVELERS AND SEALS MODIFIED WESTERN ONE-KOTE STUCCO SYSTE OVER 1" EIFS FOAM OVER 5/8" FIBERGLASS MAT 0'-0" SHEATHING FINISH FLOOR NEW BACKFILL AND HARDSCAPE RE: CIVIL NEW 6" CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS MODIFIED WESTERN ONE-KOTE STUCCO SYSTE OVER 1" EIFS FOAM OVER 5/8" FIBERGLASS MAT SHEATHING EXISTING HARDSCAPE RE: CIVIL NEW 6" CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS 0'-0" FINISH FLOOR MODIFIED WESTERN ONE-KOTE STUCCO SYSTEM OVER 1" EIFS FOAM OVER 5/8" FIBERGLASS MAT SHEATHING OVER 1 5/8" METAL STUDS 0'-0" FINISH FLOOR NEW BACKFILL AND HARDSCAPE RE: CIVIL NEW 6" CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS r r%r»'-•t•m►^i •�•90�3•'�Ji �*i • " �a� r . ,.. IA - �rN r�:� #E • � • • w» r�i `�;�• »"�r'�r , y"%� i/x/ i)ia\\�\\� \s/2217,">‘/LA,i�A//.4z>, \ :/ \; /i • _ .. •ems .�._ ._ ..• •• .. / %/%����i�%�r EXISTING HARDSCAPE RE: CIVIL 1/2" EXP.FILLER NEW FOUNDATION RE:STRUCTURAL EXISTING HARDSCAPE RE: CIVIL EXISTING FOOTING AND FOUNDATION WALL RECEIVED CITY OF TUKWILA AUG 11 2011 PERMIT CENTER PRO ENTRY SECTION @ DOORWAY SCALE: 1/2" = 1'-0" PRO ENTRY SECTION @ ROLL -UP DOOR SCALE: 1/2" = PRO ENTRY SECTION @ CUSTOMER PICK-UP SCALE: 1/2" = 1'-0" 0 a) O REVIEWED FOR CODAEP��OVEDNCE OCT 0 6 2017 • City of Tukwila BUILDING DIVISION date: OS/IO/2017 issued for: FOR PERMIT revision no.: date: job no.: 11-021 sheet title: VMALL SECTIONS sheet no.: A404 EXISTING COLUMI TYPICAL @ GRI INTERSECTIOI `1) 23'-41" G revision no.: date: / PL -1 r COVERED DEE SURFACE / �- - - - - - - ••�.r4L...,.rrrrrrrrrrrr♦rrrrr , S♦3:. 2a .ri,r.s♦ job no.: I1-021 COVERED SIDE SPLASHES 1 O 3 VEND. - -- �'Ol i ♦ PL -1 PAPER © TOWEL PL -1 COVERED DESK BASE BRACES -SEE 12/A501 COVERED DESK BASE ♦� --- SOAP ) G.C. TO PROVIDE 15/A501 DISPENSER BLOCKING IN WALL )♦ Z' PLYWOOD BEHIND GYP. �0 ►♦�♦ L(7-3 BOARD & BETWEEN STUDS, r. M� ♦• $ REFER TO DETAIL 15• TYP. AT MONITORS I _ �► ►� Q N Ieo -• I:loo • O • BREAK ROOM I I� ♦ %- o N • ` (9)•STACKS OF 6' H LOCKERS REFER TO SPEC. 109 •. COLOR: GRAY F $ • -1 (FT -3) �♦ ♦♦PATTER` r ei o. O 2A ;• :►�, �' , CORR.2 ' 109 11171- • (POLISHED(111110 CONC.) ♦♦ IA I I♦� ■• 14 ► 4t- 41 t.Tic 4ISF111 °- 11 - o -tai II © '� I U I ' I': �? ' ASST. MGR. 6A' N Q� 114 j 3A/A501 - '-lap (POLISHED N a 1 4 6 VAULT o O 4 112 114 © I (POLISHED CONC.) II i ♦ ♦♦i-r♦��r♦�rr♦�rrr � ...�.............�.�•:. rr♦�r♦ •► 4I 3A I �♦ I • 64 p 11' 1111? CASH -ROOM- �♦ L.6&7/A501 41111) ►� 11314 i♦ i a) L-44;, - - ° _I 1 -I - T 1 I 11 CEM 41 (POLISHED 41 .) 1♦ •CONC�♦ :�i I_ 1 ►� 4 _I � _ = 115 it ► 1 4.4I _ (POLISHED CONC.) 4 1. o 6 i 6\ I 1 i�♦ ? I .44 ;I Iii , ..at,m,r p.. ♦--.1 - -- ' -♦1 L.♦rr r♦j♦-♦-♦ - war . E) N � ; :♦ : 10'-112 " 110 3'_0" / ' ° • ���♦ o p� 1'-3" 6" MONITOR r+i o ♦♦ $ TRAINING 1). • H., ♦ t� ♦�_ 110 _ �i (POLISHED CONC.) ` __-- �% i • ` \ \` ♦•-• -eon: - ..ir i* ♦♦dt ♦ ♦ ♦ ♦SAL♦A0 ' ZM♦3i. . e -I6" PIPE BOLLARD W/ ICOVER. REFER TO DETAIL 3/504, TYP. AT r..ormERS = WALL TAG, REFER TO A700 FOR WALL TYPES ENLARGED OFFICE PLAN SCALE: 1/4" = 1'-0" ASHED LINE IDICATES EXTENT OF ECURITY MESH EFER TO WALL YPE6&6A ON A700 OFFICE KEY PLAN NORTH 2 ASS'T MGR BRACES -SEE 12/A501 2" GROMMET LOCATED DIRECTLY ABOVE OUTLET, TYP. P -LAM COUNTERTOP 4" VINYL BASE SCALE: 1/4" = 1'-0" 3 5'-62" GYP. BD. ----I PT -4 1 - SAFE - SAFE BRACES -SEE 12/A501 "A" VAULT SCALE: 1/4" = 1'-0" 2 (3/4") CONDUITS 1/2" PLYWOOD BEHIND GYP. BOARD & BETWEEN STUDS, REFER TO DETAIL 15 GYP. BD:.'.'...'.'. .'..'.'.'.'.'.'.'.'. �1 PT -4I• FIRE 1.'. '.'.'..... .'.'.'.'.' ALARM I:.•.•. PANELS . "' '..'.' .•.•.•.•.• . • SECURITY I`.'. ''''' ALARM PANELS '.'.'.....•. ...• .•.• . • DEDICATED • • • • • • • QUAD OUTLET' • 5'-4" II "B" �` GYP. BD. PT -4 PENCIL - P -LAM DRAWER COUNTERTOP GYP. BD. -I PT -4 2" GROMMET LOCATED DIRECTLY ABOVE OUTLET, TYP. IN N \ 4" VINYL BASE BRACES -SEE 12/A501 9 0) 5'-4" • PT -4 1. PROVIDE DUPLEX AND DATA CL OF WALL 1/2" PLYWOOD BEHIND GYP. BOARD & BETWEEN STUDS P -LAM COUNTERTOP PT -4 i \ 1'-6" BRACES -SEE 12/A501 TRAINING ROOM SCALE: 1/4" = 1'-0" BASE CAB 4" VINYL BASE \ 1'-6" FINISH SCHEDULE GENERAL NOTES 1. INTERIOR FINISHES SHALL BE AS FOLLOWS. ACT -1 CORTEGA - SECOND LOOK #770/77M 24x24x5/8" (15/16" SQUARE LAY -IN) PT -1 PT -2 PT -3 PT -4 PT -5 PT -6 SW 7757 "HIGH REFLECTIVE WHITE" SW "PURE WHITE" SW 6868 "REAL RED" SW 6071 "POPULAR GRAY" SW 7022 "ALPACA" SW 7048 "URBANE BRONZE" PL -1 WILSONART 7960K-18 "STUDIO TEAK" PL -2 PIONITE WT790 "WEDDING CAKE" PL -3 WILSONART 1595-60 "BLACK", MATTE FINISH ST -1 MOON WHITE PREFAB GRANITE -100066067 ST -2 SPARKLING WHITE PREFAB QUARTZ SLAB -100066117 WT -1 MARTHA'S VINEYARD "COTTAGE WHITE" - 8"x48" PORCELAIN -100215326 (#01 ALABASTER UNSANDED GROUT) WT -2 MONROE BRICK GLASS MOSAIC -100087493 (#02 PEWTER UNSANDED GROUT #100036003) WT -3 VILLA HEIRLOOM "AQUA" - 3"x9" PORCELAIN -100183334 (#01 ALABASTER UNSANDED GROUT) WT -4 NEW YORK SOHO BRICK - 4"x8" PORCELAIN -100086917 (#93 WARM GRAY UNSANDED GROUT #100036326) WT -5 "PURE SNOW' GLASS TILE - 3"x9" - 913102063 (#93 WARM GRAY UNSANDED GROUT #100036326) WT -6 ROCKWOOD GRAY - 8"x36" PORCELAIN -100221043 (#47 CHARCOAL UNSANDED GROUT) FT -1 VOGUE WARM GRAY 12"x24" PORCELAIN TILE - 912102826 (FLEXCOLOR CQ 93 WARM GRAY GROUT) FT -2 VOGUE WARM GRAY 12"x24" PORCELAIN TILE - 912102826 (FLEXCOLOR CQ 93 WARM GRAY GROUT) FT -3 UPTOWN ANTRACITE 12"x24" PORCELAIN TILE - 912400367 (FLEXCOLOR CQ #47 CHARCOAL GROUT 1G #100068873 VB -1 ROPPE RUBBER BASE - #110"BROWN" 2. TYPICAL WALL COLOR IN SALES FLOOR PT -1 SATIN 3. RESTROOM PAINT SHALL BE PAINTED SATIN FINISH REFER TO ELEVATIONS. 4. BREAK ROOM INTERIOR WALLS SHALL BE PAINTED PT -5 SATIN FINISH. 5. THE WALL AT THE INSPIRATION CENTER SHALL BE PAINTED PT -6 6. ALL GYP BD CEILINGS SHALL BE PAINTED PT -2. 7. ALL DRYWALL CEILING PAINT SHALL BE PT -2 FLAT TEXTURE. 8. ALL INTERIOR COLUMNS SHALL BE PAINTED PT -1 SEMI GLOSS WITH THE FIRST 12'-0" UP FROM SLAB PAINTED SW 6866 "REAL RED" SEMI GLOSS SEE DETAIL 1/A800 9. ALL TRIM DOOR & FRAMES SHALL BE PAINTED SEMI GLOSS FINISH TO MATCH ADJACENT WALL. 10. ALL INTERIOR DOORS SHALL BE PAINTED SEMI GLOSS TO MATCH ADJACENT WALL. 11. JANITOR'S CLOSET FRP TO BE BEIGE AND SHALL EXTEND UP WALL TO 4'-0' AND 24" PAST SINK. 12. ALL OFFICES, BREAKROOM, SALES AND JANITOR VINYL BASE TO BE VB -1 (PROVIDED AND INSTALLED BY GC) 13. TILES FOR RESTROOMS TO BE TAKEN FROM MIXED BOXES FOR A MORE RANDOM PATTERN. 2" DIA. DESK GROMMET BY-www.cableorganizer.com GR200 (OR SIM.) COORDINATE W/ ELECTRICAL OUTLET PENCIL DRAWER. (BELOW) PL -1 COVERED SIDE SPLASHES NEW DRYWALL PARTITIONS 6'-1 1/8" r r` 2'-1 1/8" 1 L 1 n u 4'-0" 7 3'-1" n Q 2" DIA. DESK GROMMET BY-www.cableorganizer.com GR200 (OR SIM.) COORDINATE W/ ELECTRICAL OUTLET I PL -1 COVERED SIDE SPLASHES ENLARGED PLAN AT CEM DESK( section cut at 48" a.f.f.) SCALE: 3/4" = 1'-0" PL -1 COVERED DESK PENCIL DRAWER (ABOVE) 3/4" 4'-9 3/8" BRACES -SEE 12/A501 NEW DRYWALL PARTITIONS 7 1'-11 1/8" r L 1 5'-10 3/8" • \ P L-1 COVERED DESK (V M O 1.0 3/4" J 1 PL -1 COVERED BRACES ENLARGED PLAN AT CEM DESK( section cut at 24" a.f.f.) SCALE: 3/4" = 1'-0" PROVIDE 1.5" HALF ROUND RUBBER BUMPER ON ALL EXPOSED EDGES (TYP.)-FINISH TO MATCH PL -1 (OUTWATER MOLDINGS #303 -1500 -Br) PROVIDE PAINTED PLYWOOD DRAWER W/ P -LAM FRONT PANEL ON ADJ. CLOSING SLIDES PLASTIC LAMINATE COVERED 3/4" F.R.T. PLYWOOD TOP WITH DOUBLE PLYWOOD EDGE WITH STAGGERED SEAMS - GLUED AND FASTENED W/ BLOCKING AND BRACING AS SHOWN. ALL SURFACES TO BE COVERED WITH PLASTIC LAMINATE CEM CASEWORK SECTION AT DESK SCALE: 3/4 = 1'-0" PROVIDE 1.5" HALF ROUND RUBBER BUMPER ON ALL EXPOSED EDGES (TYP.)-FINISH TO MATCH PL -1 (OUTWATER MOLDINGS #303 -1500 -Br) PROVIDE PAINTED PLYWOOD DRAWER W/ P -LAM FRONT PANEL ON ADJ. CLOSING SLIDES PLASTIC LAMINATE COVERED 3/4" F.R.T. PLYWOOD TOP WITH DOUBLE PLYWOOD EDGE WITH STAGGERED SEAMS - GLUED AND FASTENED W/ BLOCKING AND BRACING AS SHOWN. ALL SURFACES TO BE COVERED WITH PLASTIC LAMINATE PL -1 COVERED DESK BASE PL -1 CEM CASEWORK SECTION AT DESK 2 SCALE: 3/4" = 1'-0" PL -1 COVERED SIDE SPLASHES N PL -1 COVERED DESK SURFACE BRACES -SEE 12/A501 1 8/501 PENCIL DRAWER W/ BLUM 230M -SELF CLOSING SLIDES 10 4" VINYL BASE CEM DESK SECTION SCALE: 3/4" = 1'-0" ;Q issued for: FOR PERMIT revision no.: date: PL -1 r COVERED DEE SURFACE / �- - - - - - - PL -1 job no.: I1-021 COVERED SIDE SPLASHES 1 PL -1 PL -1 COVERED DESK BASE BRACES -SEE 12/A501 COVERED DESK BASE 4" VINYL BASE CEM DESK ELEVATION SCALE: 3/4" =1-0" `a/ 9/501 K PROVIDE 1.5" HALF ROUND RUBBER BUMPER ON ALL EXPOSED EDGES (TYP.)-FINISH TO MATCH PL -1 (OUTWATER MOLDINGS #303 -1500 -Br) PL -1 COVERED 3/4" PLYWOOD 0 TOP WITH DOUBLE PLYWOOD EDGE WITH STAGGERED SEAMS - GLUED AND FASTENED W/ BLOCKING AND BRACING AS SHOWN. ALL SURFACES TO BE COVERED WITH PLASTIC LAMINATE PROVIDE PAINTED FRT PLYWOOD DRAWER W/ PL -1 FRONT PANEL ON ADJ. SELF CLOSING SLIDES WHERE SHOWN ON PLANS A&M 1824 BLACK BRACKETS (TYP.) PROVIDE F.R.T. WOOD BLOCKING AT TOP AND BOTTOM MOUNTING POINTS TYP. SUPPORT BRACKET SECTION SCALE: 3/4" = 1'-0" STAINLESS STEEL OR CHROME WIRE PULLS (TYP.) STAINLESS STEEL OR CHROME WIRE PULLS (TYP.) 1'-0" ADA ACCESSIBLE DOORS WITH INTEGRAL TOE KICK 13' 0 M PL -2 OVER 3/4" PLYWOOD OR MDF PANEL CONSTRUCTION P L-3 OVER 3/4" F.R.T. PLYWOOD PANEL CONSTRUCTION PROVIDE 2 ADJ. SHELVES ON PINS (TYP.) 12" DEEP WALL CABINET (TYP.) PROVIDE 2" SPACE FOR UNDER CABINET LIGHTING WT -5 ST -2 TILE BACKSPLASH COUNTER TOP 24" DEEP BASE CABINET (TYP.) PL -3 OVER 3/4" F.R.T. PLYWOOD PANEL CONSTRUCTION ACCESSIBLE SINK AREA PROVIDE WOOD P.T. BLOCKING AT TOP AND BOTTOM MOUNTING POINTS BREAKROOM SINK BASE SECTION SCALE: 3/4" = P L-2 OVER 3/4" PLYWOOD PANEL CONSTRUCTION PROVIDE 1 ADJ. SHELVES ON PINS IN 2'-0" CABINET AND 2 ADJ. SHELVES ON PINS IN 3'-0" CABINET STAINLESS STEEL OR CHROME WIRE PULLS (TYP.) 3/4" FILLER 2'-0" 3'-0" 2'-0" 2'-0" STAINLESS STEEL SHELF PURCHASED & INSTALLED BY G.G. MODEL # REGENCY WMMS-18-24 SHARP #R-21 LVF MICROWAVE PURCHASED AND INSTALLED BY G.C. - PROVIDE 2" SPACE FOR UNDER CABINET LIGHTING FIXED DRAWER FRONTS AT SINK 24" DEEP BASE CABINET (TYP.) SHARP #R-21 LVF MICROWAVE PURCHASED AND INSTALLED BY G.C. PL -2 OVER 3/4" PLYWOOD PANEL CONSTRUCTION STAINLESS STEEL OR CHROME WIRE PULLS (TYP.) ADA ACCESSIBLE DOORS WITH INTEGRAL TOE KICK / / ---111,111 / / / / / / / \ \ • / / 7 \ / \ / 7 V 0 0; / / \\ 0 \ / \ / 7 0 0) TILE BACKSPLASH WT -5 HORIZONTAL RUNNING BOND SINK, REFER TO PLUMBING DRAWINGS SOAP DISPENSER N •t- 00 00 111 oil III III Hum 3/4" FILLER \, \ ,• ?, 11 11 0' /% • • • • • • • • • / \ / \ / \ /\ x 1 1- / / / / / / / -\- / \/ /\ / /\ / / \/ /\ / / \ / / \ / / \ / w 0 M 9 0) 2'-0" 3'-0" 2'-0" 2'-0" BREAKROOM CABINETRY ELEVATION SCALE: 3/4" = 1'-0" 1! * PROVIDE DEDICATED DUPLEX AND DATA CENTERED ON WALL /2" PLYWOOD INSTALLED. BEHIND .GYP BD:, -BETWEEN' STUDS. SEE•PLAN•DTL. BELOW REC. .VED CITY OF UKWLLA AUG 1 2017 PRPM CENTER. 11 BREAKROOM ELEVATION SCALE: 3/4" = 1'-0" SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com U a) LEU 11273\REGISTERED ARCHITECT H. REINDERSMA TATE OF WASHINGTON iZ a) E O c(? REVIEWED FOR CODE COMPLIANCE APPROVED OCT 062017 . City of Tukwila al BUILDING DIVISION date: O8/IO/2011 issued for: FOR PERMIT revision no.: date: job no.: I1-021 sheet title: ENLARGED OFFICE PLAN / ELEV sheet no.: A501 N co CORR. 1 108 CORNER GUARD 3/A101 (POLISHED CONC.) 9'-3 1/2" 1'-1" 5'-0" CORNER GUARD CORNER GUARD 3/A101 3/A101 11/A502 CORNER GUARD 3/A101 REF: TO DETAIL 11/A502 Nifv-mmat 11Pr iso 1/4 iit00 gl How r41=IN♦ • II = WALL TAG, REFER TO A700 FOR WALL TYPES ENLARGED RESTROOM PLAN SCALE: 1/2" = 1'-0" V NORTH OFFICE KEY PLAN 13 8 13 —13 GYP. BD ---I PT -4 ST -1 4 1 11 1 1 1 1 1 1 I 1 I I 1 4 1 I 1 ' ' ' ' ' WOMEN'S RESTROOM SCALE: 1/4" = 1'-0" 8 m 8 GYP. BD. PT -4 ®OW11111=1111.11111111■ilEm I•IMII•MI=■ gai .____?_ - 11111111■==== ■• B IMIMMIIIIIMIKa■ _I ■IIIIII•IIIIII•€M YYYYI'III114--la waimmimnimiNEIM=MMME111111.11111m II 6 NI ,11_____I�;;IiMIIIIIMMillIMPErfrIll4 �_. ._ ._w__■I_■!i mt.- mow Ammommminsok AMPR wIIII MIN NMI IMMI■■IIMIII•=11 6 11-6" 5 5'-4" 3'-0" 31-4" GYP. BD. PT -4 3'-112" 1 I WT -4 I ST -2 MEN'S RESTROOM -6 SCALE: 1/4" = 1'-0" rn 7 5 N0 -0„ 0) .F. 0'-0" F.F. INSULATE HOT WATER SUPPLY LINE AND DRAIN LINE (TYP.) SCHLUTER-SHIENE "L" PROFILE 3/8" ROUND EDGE - SATIN NICKEL WOMEN'S RESTROOM SCALE: 1/4" = 1'-0" SCHLUTER-SHIENE "L" PROFILE 3/8" ROUND EDGE - SATIN NICKEL INSULATE HOT WATER SUPPLY L NE AND DRAIN LINE (TYP.) MEN'S RESTROOM SCALE: 1/4" = 1'-0" GYP. BD PT -4 SCHLUTER-SHIENE "L" PROFILE 3/8" ROUND EDGE - SATIN NICKEL 12 N 4 -1 WOMEN'S RESTROOM SCALE: 1/4" =11-0" 12 GYP. BD. PT -4 I GYP. BD. � I PT -4 I 7 1 SCHLUTER-SHIENE "L" 7 - PROFILE 3/8" ROUND EDGE - SATIN NICKEL 9 1 2 L MEN'S RESTROOM SCALE: 1/4" = 1'-0" -6 _kro 1 9 I 11 5 WT -1 9 I WOMEN'S RESTROOM SCALE: 1/4" = 1'-0" GYP. BD. ----I PT -4 -6 CI MEN'S RESTROOM SCALE: 1/4" = 1'-0" 4" GYP. BD. PT -1 }— - 4" 4X4 FRP PANEL BEIGE ADA HI -LOW DRINKING FOUNTAIN - CANE APRON FOR HAC (PLATINUM VINYL) ENLARGED DRINKING FOUNTAIN ELEVATION SCALE: 1/2" = 1'-0" 0 TILE NOTES 1. SCHLUTER-SHIENE "L" PROFILE 3/8" ROUND EDGE - SATIN NICKEL AROUND SHIELD. TOP OF ACCENT (TYP AT MEN'S & WOMEN'S) 2. SCHLUTER-SHIENE CORNER: 3/8" EDGE, SATIN NICKEL AT ALL CORNERS (TYP. AT MEN'S & WOMEN'S) 3. ALL TILE TO BE STACKED PATTERN, INCLUDING THE FLOOR, WITH THE EXCEPTION OF THE GLASS ACCENT TILE IN THE WOMEN'S RESTROOM. WT -3 IS TO HAVE A 1/3 OFFSET. WT -4 IS TO HAVE A 1/2 OFFSET 4. NO TILE ABOVE OR BELOW THE SINK. INSTALL SCHLUTER EDGE STRIP ABOVE TILE BASE. 5. GROUT JOINTS TO BE 1/8" 24x36 MIRRORS PT -4 GYP. BD. COUNTER TOP, SIDES AND BACKSPLASH� 3x2x1/4" STEEL ANGLE P TRAP- PROTECT PIPE AND H.W. LINE n fN I,I 1n1'7i 1Y�/�-if�: LI' ( J PT -4 GYP. BD. O ic1 LJ 2x4 F.R.T. BLOCKING DROP-IN BOWLS 1'-6" 3'-0" 1'-6" 6'-0" • COUNTER TOP, SIDES AND BACKSPLASH� 3x2x1/4" STEEL ANGLE VERIFY ELEVATION r 1'-6" 3'-0" 1'-6" CV N 6'-0" I 0 VERIFY PLAN F&D VANITY - 2 SINKS MIRROR 2x6 ENDWALL F.R.T. BLOCKING COUNTER TOP, SIDES AND BACKSPLASH 3x2x1/4" STEEL ANGLE 2x6 F.R.T. BLOCKING 2x4 F.R.T. BLOCKING P TRAP- PROTECT PIPE AND H.W. LINE SECTION SCALE: 3/4" = 1'-0" FINISH SCHEDULE GENERAL NOTES 1. INTERIOR FINISHES SHALL BE AS FOLLOWS. ACT -1 CORTEGA - SECOND LOOK #770/77M 24x24x5/8" (15/16" SQUARE LAY -IN) PT -1 PT -2 PT -3 PT -4 PT -5 PT -6 SW 7757 "HIGH REFLECTIVE WHITE" SW "PURE WHITE" SW 6868 "REAL RED" SW 6071 "POPULAR GRAY" SW 7022 "ALPACA" SW 7048 "URBANE BRONZE" PL -1 WILSONART 7960K-18 "STUDIO TEAK" PL -2 PIONITE WT790'WEDDING CAKE" PL -3 WILSONART 1595-60 "BLACK", MATTE FINISH ST -1 MOON WHITE PREFAB GRANITE -100066067 ST -2 SPARKLING WHITE PREFAB QUARTZ SLAB -100066117 WT -1 MARTHA'S VINEYARD "COTTAGE WHITE" - 8"x48" PORCELAIN - 100215326 (#01 ALABASTER UNSANDED GROUT) WT -2 MONROE BRICK GLASS MOSAIC -100087493 (#02 PEWTER UNSANDED GROUT #100036003) WT -3 VILLA HEIRLOOM "AQUA" - 3"x9" PORCELAIN -100183334 (#01 ALABASTER UNSANDED GROUT) WT -4 NEW YORK SOHO BRICK - 4"x8" PORCELAIN -100086917 (#93 WARM GRAY UNSANDED GROUT #100036326) WT -5 "PURE SNOW' GLASS TILE - 3"x9" - 913102063 (#93 WARM GRAY UNSANDED GROUT #100036326) WT -6 ROCKWOOD GRAY - 8"x36" PORCELAIN -100221043 (#47 CHARCOAL UNSANDED GROUT) FT -1 VOGUE WARM GRAY 12"x24" PORCELAIN TILE - 912102826 (FLEXCOLOR CQ 93 WARM GRAY GROUT) FT -2 VOGUE WARM GRAY 12"x24" PORCELAIN TILE - 912102826 (FLEXCOLOR CQ 93 WARM GRAY GROUT) FT -3 UPTOWN ANTRACITE 12"x24" PORCELAIN TILE - 912400367 (FLEXCOLOR CQ #47 CHARCOAL GROUT 1G #100068873 VB -1 ROPPE RUBBER BASE - #110 "BROWN" 2. TYPICAL WALL COLOR IN SALES FLOOR PT -1 SATIN 3. RESTROOM PAINT SHALL BE PAINTED SATIN FINISH REFER TO ELEVATIONS. 4. BREAK ROOM INTERIOR WALLS SHALL BE PAINTED PT -5 SATIN FINISH. 5. THE WALL AT THE INSPIRATION CENTER SHALL BE PAINTED PT -6 6. ALL GYP BD CEILINGS SHALL BE PAINTED PT -2. 7. ALL DRYWALL CEILING PAINT SHALL BE PT -2 FLAT TEXTURE. 8. ALL INTERIOR COLUMNS SHALL BE PAINTED PT -1 SEMI GLOSS WITH THE FIRST 12'-0" UP FROM SLAB PAINTED SW 6866 "REAL RED" SEMI GLOSS SEE DETAIL 1/A800 9. ALL TRIM DOOR & FRAMES SHALL BE PAINTED SEMI GLOSS FINISH TO MATCH ADJACENT WALL. 10. ALL INTERIOR DOORS SHALL BE PAINTED SEMI GLOSS TO MATCH ADJACENT WALL. 11. JANITOR'S CLOSET FRP TO BE BEIGE AND SHALL EXTEND UP WALL TO 4'-0' AND 24" PAST SINK. 12. ALL OFFICES, BREAKROOM, SALES AND JANITOR VINYL BASE TO BE VB -1 (PROVIDED AND INSTALLED BY GC) 13. TILES FOR RESTROOMS TO BE TAKEN FROM MIXED BOXES FOR A MORE RANDOM PATTERN. c RECEIVED ITV OF TUKWILA MIS 112011 PERMIT CENTER TOILET ACCESSORIES MARK DESCRIPTION WHITE FRP INSTALLED AROUND SINK IN JANITOR CLOSET. ONLY G.C. TO PROVIDE AND INSTALL SEE DETAIL 10/A503 JANITOR SINK- SEE PLUMBING DRAWINGS. WITH -FAUCET- PROFLow PF1118 -MOP HANGER- PF245 SOAP DISPENSER -OWNER TO PROVIDE AND G.C. INSTALL. (SKU# 256273) HAND DRYER- EXCEL DRYER, INC XL -SB (RECESSED) BRUSHED STAINLESS G.0 TO PROVIDE AND INSTALL. TOILET PAPER DISPENSER- OWNER TO PROVIDE AND G.C. INSTALL. (SKU# 659678) " MIRROR- (BRUSHED STAINLESS STEEL)24w X 36h. G.0 TO PROVIDE AND INSTALL. GRAB BARS- (PEENED FINISH) 18"VERT./ 36"SIDE/42" BACK. ADA COMPLIANT. G.C. TO PROVIDE AND INSTALL GRAB BARS. SEE NOTES ON 5/A002 (TRIM/SHIM AS REQUIRED TO BE PARALLEL TO WALL) TOILET PARTITIONS- METPAR CORINTHIAN/NICKLE SILVER #304. HARDWARE- POWDER COATED STEEL HAND SANITIZER DISPENSER -OWNER TO PROVIDE AND G.C. INSTALL. (SKU# SPECIAL ORDER) IN -STALL ADA COMPLIANT HAND LAV -SEE PLUMBING DRAWINGS. SANITARY NAPKIN DISPOSAL- OWNER TO PROVIDE AND GC INSTALL. (SKU# 1314766) PAPER TOWEL DISPENSER - OWNER TO PROVIDE AND G.C. INSTALL. (SKU#202802) TOILET SEAT COVER DISPENSER - OWNER TO PROVIDE AND G.C. INSTALL. (SKU# 802858) FOR OFFICE DEPOT CONTACT INFORMATION -SEE SHEET A000. NOTES 1. ITEMS SHALL BE PURCHASED BY THE GENERAL CONTRACTOR THROUGH THE SPECIAL . PURCHASE PROGRAM VENDOR AND INSTALLED BY THE CONTRACTOR U.N.0.. 2. MOUNT MIRROR CENTERED OVER LAVATORY. 3. INSTALL PER THE MANUFACTURER INSTRUCTIONS. PROVIDE STABLE AND SOLID IN -WALL BLOCKING TO MEET MOUNTING REQUIREMENTS OF MANUFACTURER. _ 4. COORD. SWITCHES, SWITCH PLATES, AND ACCCESORIES TO BE MOUNTED WITH HEIGHT 0 WALL TILE. HEIGHT TO COMPLY WITH ADA REQUIREMENTS. 5. ACCESSIBLE STALL DOORS TO BE SELF CLOSING AND PROVIDE A DOOR PULL MOUNTED ON EACH SIDE OF DOOR NEAR THE LATCH. OPERABLE PARTS OF DOOR HARDWARE TO BE MOUNTED BETWEEN 34" AND 48" ABOVE FINISH FLOOR.. SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com SAKE H. REINDERSMA STATE OF WASHINGTON c>� 0 2 w E reIrdi 4i) cr9 C E (CA Q v a 00 t; JW c 0 n u 0 0 a) 0 LtC a ceOU wma CD41> cDY Oco I— REVIEWED FOP CODE COMPLIANCE APPROVED OCT 062011 • City of Tukwila BUILDING DIVISI date: O8/IO/2011 issued for: FOR PERMIT revision no.: date: job no.: 11-021 sheet title: ENLARGED EV A502 CN 6" PIPE BOLLARD W/ COVER REFER TO DETAIL 3/A504. 1 = WALL TAG, REFER TO A700 FOR WALL TYPES 12'-10" 10'-6 1/2" 1) DESIGN & BUILD ROOM 118 4', 4 r. JANITOR'S ROOM 107 (POLISHED CONCRETE) ABOVE PORTABLE -NC SRCOOLI2K - TRIPP LITE I II AS -BUILT HOLDER - r 9 3/A503 DATA ROOM 116 PLYWOOD ONLY, THIS SIDE (POLISHED CONCRETE) 5/A503 �_ 1 N �_ •GiS1YJL�j i _„QSLTO�_AT�J�r�L7��1��! CI\6,7 1 /16' \ 4'-0 1/2” 3'-0"5'-2 15/16" 3'-0" 1'-1' } ►�• ♦ • • 23'-4 1/2" 0 N X> ENLARGED DATA/JAN/DISPLAY & BUILD ROOM PLANS 6/A503 OFFICE KEY PLAN SCALE: 3/8" = 1'-0" NORTH • - • • MOP HANGER -3 BRACKETS • LARGE SERVICE SINK SCALE: N.T.S. PROVIDE TRIM PIECE AT ALL EXPOSED EDGES. BEIGE FRP PANELS ON 2 WALLS - 48" A.F.F. AND EXTEND 24" ON EACH SIDE OF SERVICE SINK OR TO ADJACENT WALLS S.S. BUMPER GUARD :7'-011] CENTERED ON WALL (NET) 1/2" FRT PLYWOOD FROM FINISH FLOOR TO CEILING. FASTEN TO FRAMING W/ LAG BOLTS PAINT W/ INTUMESCENT PAINT (MATCH WALL COLOR) (GC) (2) 3" CONDUIT (GC) ADD CONDUIT FROM ROOF FOR LTE ANTENNA (GC) DISTRIBUTION RACK (NET) DATA ROOM SCALE: 1/4" = 1'-0" 1/2" FRT PLYWOOD FROM FINISH FLOOR TO CEILING. FASTEN TO FRAMING W/ LAG BOLTS PAINT W/ INTUMESCENT PAINT (MATCH WALL COLOR) (GC) DOOR LOCATION - SEE PLAN THERMOSTAT LIGHT SWITCH w/ MOTION SENSOR DH PACE - HARDWARE SET 6: / z+7 --cis DATA CLOSET EXHAUST VENT -3" PLUG FOR CAMERA ABOVE CEILING GRID NEST CAMERA PORTABLE - A/C SRCOOL12K - TRIPP LITE AS -BUILT HOLDER L5 -30R LOUVERED GRILLE gc DATA ROOM SCALE: 1/4" 1 0 DATA CLOSET EXHAUST VENT - 3" ALIGN PT -4 co- / / LOUVERED GRILLE DOOR LOCATION - SEE PLAN CORRIDOR VIEW SCALE: 1/4" = 1'-0" NOTE: 1. ALL LADDER PARTS SHALL BE FACTORY PRIMED AND FIELD PAINTED AFTER INSTALLATION. 2. GC SHALL VERIFY THAT LADDER CONSTRUCTION MEETS ALL LOCAL, STATE, AND FEDERAL (OSHA) REGULATIONS APPLICABLE AT TIME OF PERMIT. 1/2" FIRE RETARDANT TREATED PLYWOOD C 5x9 STEEL CHANNEL SIDE RAILS WITH EASED EDGES 3"x1/4" BENT STEEL STRAPS WELD STRAP TO LADDER 1" DIAMETER SOLID STEEL BAR RUNGS AT 12" ON CENTER WITH NON -SLIP SURFACE PROVIDE (2) 2X WOOD BLOCKING, SEE 3/8" X 3" LONG LAG SCREW INTO IN WALL BLOCKING NOTE: CENTER WALL STUDS AS SHOWN AT LADDER LOCATION. 7 NOTE: FOR PRE -MANUFACTURED LADDER ALTERNATES, REFER TO SPECIFICATIONS. 7 1/2" 1'-2" 1'-1 1/2" 2'-7" ROOF - LADDER PLAN SCALE: 1" = 1'-0" NOT USED SCALE: EXTENSION SAFETY POST (REFER TO SPECIFICATIONS) EXTENSION SAFETY POST (REFER TO SPECIFICATIONS) ROOF SCUTTLE BILCO (TYPE S-50) WITH INSIDE PADLOCK HASP AND INSULATED CURB (REFER TO SPECIFICATIONS) MOUNTING FRAME AND NAILER STRIP EXTEND ROOF MEMBRANE UNDER CURB FLASHING 1" RIGID INSULATION TYPE F MOTION LED LIGHT, REFER TO ELECTRICAL DRAWINGS. 3"x1/4" BENT STEEL STRAPS WITH (1) 3/8"X3" LONG SCREW EACH SIDE WELD STRAP TO LADDER (2)2x8 WOOD BLOCKING STEEL ANGLE. STEEL ANGLE FRAMED OPENING (REFER TO STRUCTURAL DRAWINGS) 7 FASTEN EA. END SECURELY TO WALL STUDS 1" DIAMETER SOLID STEEL BAR RUNGS AT 12" ON CENTER WITH NON -SLIP SURFACE 6x 20 GAUGE METAL STUD AT 16" O.C. C 5x9 STEEL CHANNEL SIDE RAILS WITH EASED EDGES L 4x2x3/16 X 0'-4"(LLH) CLIP ANGLE AT EACH SIDE RAIL WITH 3/8" DIAMETER EXPANSION BOLTS INTO SLAB (2 PER ANGLE) A503 2" INTERMEDIATE HOOP PRIMED LADDER AND CAGE ROOF - LADDER SECTION SCALE: 1 " = 1' 4" BOTTOM HOOP 1/2" FIRE RETARDANT TREATED PLYWOOD CONCRETE SLAB. RECEIVED CITY OF TUUKWILA AUG 112011 PERMIT CENTER SAKE REIN DERSMA AR CHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com AKE H. REINDERSMA STATE OF WASHINGTON U 2 E N Cn cY) a.Q a) CD 63N J c m N CNNO U N CI) U O 0 Y Q a w H Z Ctw O�< LLI 06Ocn —1 0 El„> Oco LL�H REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 6 2017 g City of Tukwila ILDING DIVISION 10 1 date: OS/I0/2011 CURB SCHEDULE INSULATION THICKNESS CURB HEIGHT 3" RIGID INSULATION 14" 6" RIGID INSULATION 18" 9" RIGID INSULATION 24" EXTENSION SAFETY POST (REFER TO SPECIFICATIONS) EXTENSION SAFETY POST (REFER TO SPECIFICATIONS) ROOF SCUTTLE BILCO (TYPE S-50) WITH INSIDE PADLOCK HASP AND INSULATED CURB (REFER TO SPECIFICATIONS) MOUNTING FRAME AND NAILER STRIP EXTEND ROOF MEMBRANE UNDER CURB FLASHING 1" RIGID INSULATION TYPE F MOTION LED LIGHT, REFER TO ELECTRICAL DRAWINGS. 3"x1/4" BENT STEEL STRAPS WITH (1) 3/8"X3" LONG SCREW EACH SIDE WELD STRAP TO LADDER (2)2x8 WOOD BLOCKING STEEL ANGLE. STEEL ANGLE FRAMED OPENING (REFER TO STRUCTURAL DRAWINGS) 7 FASTEN EA. END SECURELY TO WALL STUDS 1" DIAMETER SOLID STEEL BAR RUNGS AT 12" ON CENTER WITH NON -SLIP SURFACE 6x 20 GAUGE METAL STUD AT 16" O.C. C 5x9 STEEL CHANNEL SIDE RAILS WITH EASED EDGES L 4x2x3/16 X 0'-4"(LLH) CLIP ANGLE AT EACH SIDE RAIL WITH 3/8" DIAMETER EXPANSION BOLTS INTO SLAB (2 PER ANGLE) A503 2" INTERMEDIATE HOOP PRIMED LADDER AND CAGE ROOF - LADDER SECTION SCALE: 1 " = 1' 4" BOTTOM HOOP 1/2" FIRE RETARDANT TREATED PLYWOOD CONCRETE SLAB. RECEIVED CITY OF TUUKWILA AUG 112011 PERMIT CENTER SAKE REIN DERSMA AR CHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com AKE H. REINDERSMA STATE OF WASHINGTON U 2 E N Cn cY) a.Q a) CD 63N J c m N CNNO U N CI) U O 0 Y Q a w H Z Ctw O�< LLI 06Ocn —1 0 El„> Oco LL�H REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 6 2017 g City of Tukwila ILDING DIVISION 10 1 date: OS/I0/2011 issued for: FOR PERMIT revision no.: date: job no.: 11-021 sheet title: ENLARGED DATA PLAN / ELEV sheet no.: A503 8" REINFORCED COMPACTOR SLAB REFER TO CIVIL AND STRUCTURAL FOR SLAB EDGE CONDITIONS, AND REINFORCEMENT. .a DIAMETER CONCRETE"FILLED • 4 • • BOLLARD TYPICAL'AT.SIDES AND REAR 06 BUILDING - FIEFER TO . 4DETAIL 3/A5z9.4 . • • • ' . 2/A50441 SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com DOCK CANOPY, REFER TO DETAIL 10/A504 11273 6" REINFORCED CONCRETE TRU .K WELLSLAB - SEE CIVI R NDTRUCTURAL FOR SLAB EDG. CONDITIONS AID ID a) REGISTERED ARCHITECT H. REINDERSMA /,?ATE OF WASHINGTON 1T/to f2EINFORgEMENT. • • . •'� • C4• G 44 . • TRENCH DRAIN WITH'CATCH: BASIN, REFER TO PLUMBING AND CIVIL DRAWINGS. PIPE BOLLARD, REFER TO DETAIL 3/A504, TYP. AT EACH SIDE OF BOTH DOCK DOORS . (POLISHED CONCRETE) HOSE BIB, REFER TO PLUMBING 2a/A601 4/A403 COMPACTOR CHUTE AND o CONTAINER BY FLOOR AND DECOR VENDOR. COORDINATE N- ELECTRICAL REQUIREMENTS. NEW TRASH COMPACTOR DOOR. DETAILS ON SHEET A800 LI Nom !mallow si.‘ r 2'-9 1/4" CONCRETE WALL INFILL b_ a) E 3/A402 NORTH TRUCK DOCK PLAN SCALE: 3/16" = 1'-0" NOT USED SCALE: 1 1/2" DIA. PIPE HANDRAIL. PAINTED P-4 "REAL RED" (TYP.) EQUAL SPACES (VERIFY) 6" DIA. IMPACT RESISTANT RED POLYPROPYLENE COVER BY -IDEAL SHIELD 6" DIA. STL.. PIPE FILL W/ CONC. PAINT 1 COAT OF PRIMER A MNa; � W CI Q 0 t3; W C6 (01. CZ 8 o E nc/)O CONC. FOOTING EXP. JT. WHERE FOOTING JOINS PAVEMENT FINISHED GRADE 2.4 REBARS EACH WAY 2 1/2" DIA. CORE HOLE, LJ FILL w/ NON -SHRINK GROUT CHAIN LINK FENCING CONC. FOOTING Xref :\2017\17-027 — F&D Tukwila, BOLLARD - 6" DIA.(Exterior U.N.0) SCALE: 1/2" = 1'-O" GALV. HANDRAIL W/ CHAINLINK FENCE -SEE DETAIL 2/A504 �I. Vo Grade Pit P roj cti n Bumper P rojecti n Total Projection 1 1" 411 511 2211 411 611 311 411 711 4 411 411 811 511 411 911 6611 411 1011 1 411 1111 8 811 411 1211 9 1 411 1+11 10 10" 411 14h1 NOTE: if metal erdecorative faring Is used, add an extra Inch of pit projection for every inch of fad r projection. DOCK SEALS 8" THICK REINF. CONC. RETAINING WALL - STRUCTURAL DRAWINGS NOT USED 4.3 v a) O Q SCALE: 1/2" = 1'-0" "A" = REFER TO PIT PROJECTION GUIDE TRUCK WELL TRUCK WELL -GRADE VARIES PREFINISHED TO MATCH P-4 RECEIVED CITY OF TUKWILA 2 -LAMINATED BUMPERS FURNISHED BE "KELLY". AUG 11 2017 PERMIT CENTER DOCK LEVELER SCALE: 1/2" = 1'-O" RECESSED DOCK SECTION SCALE: 1" = 1'-0" DOCK CANOPY SCALE: 1" = 1'-O" PROVIDED BY ASSA ABLOY) REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 6 2017 City of Tukwila BUILDING DIVISION date: 0S/I0/2011 issued for: FOR PERMIT revision no.: date: job no.: 11-021 sheet title: ENLARGED DOCK PLAN / ELEV sheet no.: A504 0 °B° PT -6 CONTINUE PT-6— TO INCLUDE THE LEFT SIDE OF VESTIBULE WALL. ID.F. @ 12'-0" AFF T NSFORMER ON —\ TO OF VESTIBULE °e° PT -1 EXISTING INTERIOR PILASTER NEW 10' ROLL -U' 0 0 ni FRONT INTERIOR ELEVATION SCALE: 3/32" = V-0" / PT -1 ON FRONT AND RIGHT SIDE. 5/8" FRT PLYWOOD, FINISH w/ J -MOULD CONTINUOUS ON TOP SIDES AND EXPOSED EDGES. COORDINATE W/ FIXTURES. PAINT TO MATCH WALL(ONLY OCCURS BEHIND RACKS) b X12' OVERHEAD DOOR • / 1/A402 PT -1 LEFT INTERIOR ELEVATION SCALE: 3/32" = 1'-0" \ O bo L PT -6 5/8" FRT PLYWOOD, FINISH w/ J -MOULD CONTINUOUS ON TOP SIDES AND EXPOSED EDGES. COORDINATE W/ FIXTURES. PAINT TO MATCH WALL(ONLY OCCURS BEHIND RACKS) l NEW TRASH COMPACTOR DOOR EXISTING STAIR BEYOND 3/A402 2/A403 OPP. HAND / / / / / / PT -1 OPEN TO WAREHOUSE / / / / / / / / / / / / / / 1 Li tL1- NEW DOCK INTERIOR ELEVATION SCALE: 3/32" = l'-0" 2/A402 / I / / / / / / / / / / / / / 3 PT -1 REAR INTERIOR ELEVATION SCALE: 3/32" = 1'-0" • ao °Er /-- EXISTING INTERI PILASTER R PT -1 5/8" FRT PLYWOOD, FINISH w/ J -MOULD CONTINUOUS ON TOP SIDES AND EXPOSED EDGES. COORDINATE W/ FIXTURES. PAINT TO MATCH WALL(ONLY OCCURS BEHIND RACKS) l / EXI TING EGRESS / DO 11 5/8" FRT PLYWOOD, FINISH w/ J -MOULD CONTINUOUS ON TOP SIDES AND EXPOSED EDGES. COORDINATE W/ FIXTURES. PAINT TO MATCH WALL(ONLY OCCURS BEHIND RACKS) L_\ _\ PT -1 EXISTING INTERIOR PILASTER BEHIND STRUCTURAL COLUMNS COORDINATE EXTENT OF PT -6 WITH FINAL FIXTURE LAYOUT. RT -1 OFFICE PACKAGEI WALL LINE BEHIND COLUMN FENCE WITH GATE AT OFFICE PACKAGE 4 EXISTING EGRESS DOOR RIGHT INTERIOR ELEVATION SCALE: 3/32" = 1'-0" NOTE: PAINT ALL CONDUIT ON WALLS TO MATCH ADJACENT COLOR \\_ 5/8" FRT PLYWOOD, FINISH w/ J -MOULD CONTINUOUS ON TOP SIDES AND EXPOSED EDGES. COORDINATE W/ FIXTURES. PAINT TO MATCH WALL(ONLY OCCURS BEHIND RACKS) FINISH SCHEDULE GENERAL NOTES 1. INTERIOR FINISHES SHALL BE AS FOLLOWS - ACT -1 CORTEGA - SECOND LOOK #770/77M 24x24x5/8" (15/16" SQUARE LAY -IN) PT -1 PT -2 PT -3 PT -4 PT -5 PT -6 SW 7757 "HIGH REFLECTIVE WHITE" SW "PURE WHITE" SW 6868 "REAL RED" SW 6071 "POPULAR GRAY" SW 7022 "ALPACA" SW 7048 "URBANE BRONZE" PL -1 WILSONART 7960K-18 "STUDIO TEAK" PL -2 PIONITE WT790 "WEDDING CAKE" PL -3 WILSONART 1595-60 "BLACK", MATTE FINISH ST -1 MOON WHITE PREFAB GRANITE -100066067 ST -2 SPARKLING WHITE PREFAB QUARTZ SLAB -100066117 WT -1 MARTHA'S VINEYARD "COTTAGE WHITE" - 8"x48" PORCELAIN (#01 ALABASTER UNSANDED GROUT) WT -2 MONROE BRICK GLASS MOSAIC -100087493 (#02 PEWTER UNSANDED GROUT#100036003) WT -3 VILLA HEIRLOOM "AQUA" - 3"x9" PORCELAIN - 100183334 (#01 ALABASTER UNSANDED GROUT) WT -4 NEW YORK SOHO BRICK - 4"x8" PORCELAIN -100086917 (#93 WARM GRAY UNSANDED GROUT #100036326) WT -5 "PURE SNOW" GLASS TILE - 3"x9" - 913102063 (#93 WARM GRAY UNSANDED GROUT #100036326) WT -6 ROCKWOOD GRAY - 8"x36" PORCELAIN -100221043 (#47 CHARCOAL UNSANDED GROUT) FT -1 VOGUE WARM GRAY 12"x24" PORCELAIN TILE - 912102826 (FLEXCOLOR CQ 93 WARM GRAY GROUT) FT -2 VOGUE WARM GRAY 12"x24" PORCELAIN TILE - 912102826 (FLEXCOLOR CQ 93 WARM GRAY GROUT) FT -3 UPTOWN ANTRACITE 12"x24" PORCELAIN TILE - 912400367 (FLEXCOLOR CQ #47 CHARCOAL GROUT 1G #100068873 VB -1 ROPPE RUBBER BASE - #110 "BROWN" -100215326 RECEIVED CITY OF TUKWILA AUG 11 2017 PERMIT CENTER 2. TYPICAL WALL COLOR IN SALES FLOOR PT -1 SATIN 3. RESTROOM PAINT SHALL BE PAINTED SATIN FINISH REFER TO ELEVATIONS. 4. BREAK ROOM INTERIOR WALLS SHALL BE PAINTED PT -5 SATIN FINISH. 5. THE WALL AT THE INSPIRATION CENTER SHALL BE PAINTED PT -6 6. ALL GYP BD CEILINGS SHALL BE PAINTED PT -2. 7. ALL DRYWALL CEILING PAINT SHALL BE PT -2 FLAT TEXTURE. 8. ALL INTERIOR COLUMNS SHALL BE PAINTED PT -1 SEMI GLOSS WITH THE FIRST 1220" UP F SLAB PAINTED SW 6866 "REAL RED" SEMI GLOSS SEE DETAIL 1/A800 9. ALL TRIM DOOR & FRAMES SHALL BE PAINTED SEMI GLOSS FINISH TO MATCH ADJACENT WALL. 10. ALL INTERIOR DOORS SHALL BE PAINTED SEMI GLOSS TO MATCH ADJACENT WALL. 11. JANITOR'S CLOSET FRP TO BE BEIGE AND SHALL EXTEND UP WALL TO 4'-0' AND 24" PAST SINK. SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com 11273 REGISTERED ARCHITECT SAKE H. REINDERSMA STATE OF WASHINGTON 12. ALL OFFICES, BREAKROOM, SALES AND JANITOR VINYL BASE TO BE VB -1 (PROVIDED AND INSTALLED BY GC) 13. TILES FOR RESTROOMS TO BE TAKEN FROM MIXED BOXES FOR A MORE RANDOM PATTERN. Es U 2_ U) a) E cY7 � CL 8 W ce Lip;, 4.3 0 a) O Q cew OU 06 0J cn cc 0 8„› Oc�o1— REVIEWED FOR CODE COMPLIANCE APPROVED OCT 062017 City of Tukwila BUILDING DIVISION date: OS/I0/2011 issued for: FOR PERM I T revision no.: date: lob no.: 11-021 sheet title: INTERIOR ELEVATI ONS sheet no.: A601 9.-0 HEIGHT VARIES EXISTING DECK CONTINUOUS STUD TRACK TO MATCH GAUGE OF STUDS 614 0'-0" T.O. SLAB 2/A700 _.......S 1--1 CEILING AS SCHEDULED 5/8" GYPSUM WALL BOARD BOTH SIDES SECURED TO METAL STUDS W/ 1 1/4" DRYWALL SCREWS PARTITION TYPE SCALE: 3/4" = 1'-0" 6" / 22 GA. METAL STUD AT 16" OC 6"/ 20 GA METAL STUD TRACK ATTACHED TO FLOOR AT 24" OC HILTI X -U (SHANK WIDTH 0.157 IN) POWER DRIVEN FASTENER @ 24" O.C. WITH 1 1/2" MIN. EMBED PROVIDE A CONTINUOUS BEAD OF SEALANT FOR THE FULL LENGTH OF THE WALL AND ON BOTH SIDES RE: STRUCTURAL FOR ALTERNATIVES TO THIS METHOD OF BRACING, DUE TO HEIGHT OF EXISTING STRUCTURE ABOVE. (2) #10 TEK SCREWS @ EACH STUD BRACE 11 CLG. HT. 5/8" GYPSUM BOARD • 9 0) dit 0'-0" T.O. SLAB 16GA. 3 5/8" METAL STUD DIAGONAL BRACING @ 48" O.C.-FASTEN TO BOTTOM CHORD OF JOIST CONT. 22GA. 3 5/8" METAL STUD TRACK ATTACHED TO STUDS / L CEILING AS SCHEDULED 5/8" GYPSUM BOARD- OVER SECURITY MESH SECURITY MESH: FLATTENED DIAMOND MESH (ASTM A 569 CARBON STEEL) REFER TO SPECIFICATION SECURITY MESH UNDER GYP. BD. 25GA. 3 5/8" METAL STUD @ 16" O.C. VAULT CASHROOM 22GA. 3 5/8" METAL STUD TRACK ATTACHED TO FLOOR @ 24" O.C. HILTI X -U (0.157 SHANK) POWER DRIVEN FASTENER @ 24" O.C. W/ 1 1/2" EMBED PARTITION TYPE SCALE: 3/4" = 1'-0" 6" METAL STUD WALL W/ 3/4" FRT PLYWOOD ON SALES SIDE TO 8'-0" AND GYP. BD EXTENDED TO BOTTOM OF DECK. PROVIDE SOUND BATT INSULATION. HEIGHT VARIES EXISTING DECK CONTINUOUS STUD TRACK TO MATCH GAUGE OF STUDS FINISH w/ J -MOULD CONTINUOUS ON EXPOSED EDGES. 5/8" F.R.T. PLYWOOD SECURED TO METAL STUDS WITH 1 1/2" BUGLE HEAD DRYWALL SCREWS SIDE 4'-0" AT WAREHOUSE SIDES 0 0 J LL 07 W J 9 co 0'-0" T.O. SLAB 12'-0" A.F.F. T.O. DISPLAY WALL 2 4 1, t t t t t 11 11 11 11 11 11 11 11 11 11 11 1t 11 11 11 11 11 11 11 ►1 11 11 11 11 11 v3 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1•; • 4 5/8" GYPSUM WALL BOARD BOTH SIDES SECURED TO METAL STUDS W/ 1 1/4" DRYWALL SCREWS 6" / 22 GA. METAL STUD AT 16" OC PROVIDE SOUND BATT INSULATION NOTE: WHERE CEILINGS OCCUR, STOP DRYWALL 6" ABOVE CEILING PARTITION TYPE SCALE: 3/4" = 1'-0" 6"/ 20 GA METAL STUD TRACK ATTACHED TO FLOOR AT 24" OC HILTI X -U (SHANK WIDTH 0.157 IN) POWER DRIVEN FASTENER @ 24" O.C. WITH 1 1/2" MIN. EMBED PROVIDE A CONTINUOUS BEAD OF SEALANT FOR THE FULL LENGTH OF THE WALL AND ON BOTH SIDES 6" METAL STUD/ PROVIDE MOISTURE RESISTANT DRYWALL AT WET WALL IN BREAK ROOM. 6" METAL STUD/ PROVIDE 3/4" PLYWOOD TO 6'-0" AT FULL WIDTH OF ELECTRICAL PANELS WALL. NO SOUND INSTALLATION. SAME AS 2 BUT NO WALL TILE. SAME AS 2 BUT NO GYP ONLY PLYWOOD TO BOTTOM OF DECK. NO SOUND INSTALLATION. SAME AS 2 EXCEPT USE 8" METAL STUDS. 0'-0" T.O. SLAB 1 X 10 PAINTED (PT -1) WOOD CAP PAINTED (PT -1) 1 X 6 CROWN ON BOTH SIDES OF WALL CONT. 6000T150-33 T&B 20 GA. TRACK 5/8" GYPSUM WALL BOARD BOTH SIDES SECURED TO METAL STUDS W/ 1 1/4" DRYWALL SCREWS 22GA. 6" METAL STUD POSTS AT 4'-0" ON CENTER. SEE DETAIL 1/A700 22GA. 6" METAL STUD TRACK ATTACHED TO FLOOR @ 24" O.C. HILTI X -U (SHANK WIDTH 0.157 IN) POWER DRIVEN FASTENER @ 24" O.C. WITH 1 1/2" MIN. EMBED PARTITION TYPE SCALE: 3/4" = 1'-0" 3/4" FRT (2) #10 TEK SCREWS @ EACH STUD BRACE PLYWOOD 6" MTL. STUDS co M 5/8" GYP: CLG. L 0'-Q T.O. SLAB 0 0'-011 T.O. SLAB 1 1 1 1 1 1 1 1 6- 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 e1 11 11 11 11 11 11 11 ►4 PARTITION TYPE SCALE: 3/4" = 1'-0" 16GA. 3 5/8" METAL STUD DIAGONAL BRACING @ 48" O.C.-FASTEN TO BOTTOM CHORD OF JOIST CONT. 22GA. 3 5/8" METAL STUD TRACK ATTACHED TO STUDS PROVIDE SOUND BATT INSULATION AROUND MANAGERS OFFICE AND PERIMETER OF OFFICE COMPLEX ONLY RE: STRUCTURAL FOR ALTERNATIVES TO THIS METHOD OF BRACING, DUE TO HEIGHT OF EXISTING STRUCTURE ABOVE. 5/8" GYPSUM WALL BOARD BOTH SIDES SECURED TO METAL STUDS W/ 1 1/4" DRYWALL SCREWS 25GA. 3 5/8" METAL STUD @16"O.C. 22GA. 3 5/8" METAL STUD TRACK ATTACHED TO FLOOR @ 24" O.C. HILTI X -U (0.157 SHANK) POWER DRIVEN FASTENER @ 24" O.C. W/ 1 1/2" EMBED CASH OFFICE: PROVIDE 5/8" GYP. BD. SECURED TO METAL STUDS W/ 1 1/4" DRYWALL FASTENERS ON ALL WALLS AND CEILING. (CEILING TO HAVE SECURITY MESH, REFER TO WALL TYPE 6) RESTROOMS: PROVIDE 5/8" GYP. BD. ONE SIDE ON 3 5/8" METAL STUDS SECURE W/ 1 1/4" DRYWALL FASTENERS RESTROOMS: PROVIDE 5/8" MOISTURE RESISTANT GYP. BD. RESTROOM SIDE ON 3 5/8" METAL STUDS W/ 1 1/4" DRYWALL FASTENERS PROVIDE 5/8" MOISTURE RESISTANT GYP. BD. ON 3 5/8" METAL STUDS W/ 1 1/4" DRYWALL FASTENERS 12'-0" A.F.F. T.O. VEST. WALL 1/4" TEMPERED GLAZING BRONZE ALUM. FRAME TO MATCH ENTRY 25GA. 6" METAL STUD @ 16" O.C. 5/8" GYPSUM WALL BOARD BOTH SIDES SECURED TO METAL STUDS W/ 1 1/4" DRYWALL SCREWS 22GA. 6" METAL STUD TRACK ATTACHED TO FLOOR @ 24" O.C. HILTI X -U (SHANK WIDTH 0.157 IN) POWER DRIVEN FASTENER @ 24" O.C. WITH 1 1/2" MIN. EMBED PARTITION TYPE SCALE: 3/4" = 1'-0" 4 5/8" 2 3/4" A-4' WALL DETAIL - WALL BRACING (A & B) CENTER LINE OF STEEL POST HSS 2"x2"x3/16"x 3'-0" 1/2" THICK BASE PLATE FOR BOTH POST/PLATE CO ATTACH (2) 6" METAL STUD HILTI-XU 0.157 DIA P.A.F. @ O.C. 1 EACH SIDE (4) 1/2"0 ANCHOR BOLTS SET IN SLAB W/ HILTI HY 200 EPDXY, MIN 2 3/4" EMBED HSS 2"x2"x3/16"x 3'-10" FOR BOTH POST/PLATE CO ATTACH (2) 6" METAL STUD HILTI-XU 0.157 DIA P.A.F. @ O.C. 1 EACH SIDE (4) 1/2"0 ANCHOR BOLTS SET IN SLAB W/ HILTI HY 200 EPDXY, MIN 2 3/4" EMBED 1/2" THICK BASE PLATE- BP1 SLAB 5" MIN SCALE: 3" = 4'-0" A.F.F. T.O. DISPLAY WALL 1/2" FRT MDF SECURED TO WOOD STUDS TWO 4'x32' FIRE -RATED SHEATHING SECTIONS LAMINATED AND INSTALLED AT 16" O.C. - SEE DETAIL 1 0'-0" T.O. SLAB 1 X 8 PAINTED (PT -1) WOOD CAP " FIRE -RATED PLYWOOD TOP PLATE PAINTED (PT -1) 1 X 6 CROWN ON BOTH SIDES OF WALL 4" FIRE -RATED PLYWOOD BOTTOM PLATE 2X4 P.T. FIRE RATED RUNNER HILTI X -U (SHANK WIDTH 0.157 IN) POWER - DRIVEN FASTENER @ 24" O.C. WITH 1 1/2" MIN. EMBED PARTITION TYPE SCALE: 3/4" = 1'-0" METAL STUD SCHEDULE SIZE GA. TYPE 16" O.C. 24" O.C. MAX. UNSUPPORTED HEIGHT 1-5/8" 25 ST UP TO 10'-7" 9'-9" 22 ST 20 ST UP TO 12'-1" 11'-0 2-1/2" 25 ST UP TO 12'-6" 10'-9" 22 ST UP TO 13'-0" 11'-6" 20 ST UP TO 13'-10" 12'-0" 3-5/8" 25 ST UP TO 16'-0" 13'-6" 22 ST UP TO 17'-3" 15'-0" 20 ST UP TO 17'-11" 15'-7" 20 SJ UP TO 18'-6" 16'-9" 18 SJ UP TO 19'-3" 16 SJ UP TO 20'-0" 14 SJ UP TO 22'-0" 6.. 22 ST UP TO 25'-3" 22'-0" 20 ST UP TO 26'-1" 22'-10" 20 SJ UP TO 26'-8" 23'-8" 18 SJ UP TO 28'-0" 16 SJ UP TO 30'-0" 14 SJ UP TO 32'-0" 6 1/2" L 4 3/4" CD CO d 4 3/4" 6 1/2" } 4 B-12' WALL STRUCTURE ABOVE WALL TYPE PER PLAN CENTER LINE OF STEEL POST HSS 3"x3"x3/16"x 8'-0" 1/2" THICK BASE PLATE FOR BOTH POST/PLATE COMBO ATTACH (2) 6" METAL STUDS W/ HILTI-XU 0.157 DIA P.A.F. @ 12" O.C. 1 EACH SIDE (4) 1/213 ANCHOR BOLTS SET IN SLAB W/ HILTI HY 200 EPDXY, MIN 2 3/4" EMBED HSS 3"x3"x3/16"x 8'-0" FOR BOTH POST/PLATE COMBO ATTACH (2) 6" METAL STUDS W/ HILTI-XU 0.157 DIA P.A.F. @ 12" O.C. 1 EACH SIDE (4) 1/2"0 ANCHOR BOLTS SET IN SLAB W/ HILTI HY 200 EPDXY, MIN 2 3/4" EMBED 1/2" THICK BASE PLATE- BP2 SLAB 5" MIN ATTACH TO STRUCTURE W/ #8 SCREWS 4" 20 GA. METAL TRACK ATTACH TOP TRACKS W/ #10 SCREWS 16" O.C. EA. SIDE 3 5/8" 20 GA. METAL METAL STUD WALL DETAIL a@ STRUCTURE SCALE: 3" = 1 0 RECEIVED CITY OF TUKWILA KWILA AUG 11 2017 PERMIT CENTER SAKE REINDERSMA A R C H ITEC T 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com 11273 REGISTERED ARCHITECT SAKE H. REINDERSMA STATE OF WASHINGTON 8 fol/ 11 N E 00 a 12a) 65 - pet' JW 4E' Ma E U U 4) O 0_ a REVIEVVED FOR CODE COMPLIANCE APPROVED OCT 0 6 2017 City of Tukwila UILDING DIVISION date: OS/IO/2017 issued for: FOR PERMIT revision no.: date: job no.: 11-021 sheet title: PARTITION TYPES sheet no.: A700 1SCHEDULE DOOR NUMBER AREA/ ROOM # DOOR FRAME DETAILS HARDWARE COMMENTS DOOR LOCATION TYPE WIDTH HEIGHT MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SILL ENTRY 101 EXTERIOR ENTRY DOOR A 16'-0" 7'-6" ALUM. DK BRONZE BY MANUF. ALUM. DK BRONZE 2/A801 2/A801 2/A801 #1 NOTES 1,4 AND 7 102 VESTIBULE TO SALES AREA A 16'-0" 7'-6" ALUM. DK BRONZE BY MANUF. ALUM. DK BRONZE --- --- --- NOTES 1,7, AND 9 POLISHED CONCRETE GYP. BOARD / CONCRETE PT -1 __ EXPOSED PT -2 VARIES 103 PRO SALES POLISHED CONCRETE GYP. BOARD / CONCRETE PT -1 VB -1 SALES 102A PRO SALES TO EXTERIOR F 8'-0" 7'-6" ALUM. DK BRONZE BY MANUF. ALUM. DK BRONZE 3/A801 3/A801 3/A801 #1 NOTES 1AND 7 WOMENS RESTROOM TILE TILE WAINSCOT / GYP. BOARD PT -4 TILE GYP. BD PT -2 9'-0" A.F.F. 3/A800 106 JANITOR'S ROOM 102C SALES AREA TO EXTERIOR B 3'-0" 7'-0" H.M. PT 1 H.M. PT H-2 J-2 S-2 #2 NOTE 16 102D SALES AREA TO EXTERIOR B 3'-0" 7'-0" H.M. PT 1 H.M. PT H-2 J-2 S-2 #2 --- 9'-0" A.F.F. 3/A800 109 of of ei TRAINING ROOM POLISHED CONCRETE GYP. BOARD PT -4 VB -1 ACT -1 --_ 9'-0" A.F.F. 110 CORRIDOR #2 POLISHED CONCRETE GYP. BOARD PT -1 VB -1 ACT -1 --_ 9'-0" A.F.F. 111 VAULT 102G SALES AREA TO EXTERIOR B1 3'-0" 7'-0" H.M. PT 1 H.M. PT H-2 J-2 S-2- GYP. BOARD NOTE 16 VB -1 GYP. / PLYWD PT -2 9'-0" A.F.F. SECURITY MESH CEILINGS AND WALLS 113 ASS'T MGR OFFICE POLISHED CONCRETE GYP. BOARD PT -4 VB -1 ACT -1 ___ 102J SALES TO DECO TILE STORAGE L 5'-0" 7'-0" WD. PREFINISHED (BARN GREY) 1 H.M. PT ACT -1 __ 9'-0" A.F.F. #13 NOTE 2, 17 & 18 WAREHOUSE 103A TRUCK DRIVER DOOR J 3'-0" 7'-0" H.M. PT 1 H.M. PT H-2 J-2 S-2 #3 NOTE 4 AND 11 103B WAREHOUSE TO DOCK E 7'-6" 8'-0" --- PREFINISHED OVHD. COILING --- PT 4/A401 J-3 --- #11 NOTE 12 AND 16 & DETAIL 5/A801 103C WAREHOUSE TO DOCK E 7'-6" 8'-0" --- PREFINISHED OVHD. COILING --- PT 4/A401 J-3 --- #11 NOTE 12 AND 16 & DETAIL 5/A801 103D TRASH COMPACTOR G 3'-6" 3'-6" STEEL PT 3 STEEL PT H-4 J-4 S-4 #4 1 HOUR RATED - BY PTR 103E EXTERIOR TO WAREHOUSE C PR. 3'-6" 8'-0" H.M. PT 2 H.M. PT H-2 J-2 S-2 #11 - 103F EXTERIOR TO WAREHOUSE B 3'-0" 7'-0" H.M. PT 1 H.M. PT H-2 J-2 S-2 #2 103G PRO SALES TO EXTERIOR E 12'-0" 10'-0" --- PREFINISHED OVHD. COILING --- --- 4/A401 J-3 --- #11 NOTE 10 & 12 OFFICE PACKAGE 105 MEN'S RESTROOM D 3'-0" 7'-0" WD. LAMINATE 1 H.M. PT H-1 J-1 S-1 #10 NOTE 5, 6, 8 106 WOMEN'S RESTROOM D 3'-0" 7'-0" WD. LAMINATE 1 H.M. PT H-1 J-1 S-1 #10 NOTE 5, 6, 8 107 JANITOR'S ROOM B1 3'-0" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 S-1 #5 109 BREAKROOM H 3'-0" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 S-1 #10 NOTE 5,14 110 TRAINING ROOM D 3'-0" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 S-1 #10 NOTE 14 111 CORRIDOR #2 H 3'-0" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 S-1 #10 112 VAULT B 3'-0" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 S-1 #9 113 CASH ROOM B 3'-0" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 S-1 #9 114 ASS'T MGR. OFFICE K 3'-0" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 S-1 #7 NOTE 14 115 CEM OFFICE K 3'-0" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 S-1 #7 NOTE 14 116 DATA ROOM B1 3'-0" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 S-1 #6 117 SIGN ROOM B 3'-0" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 S-1 #5 NOTE 14 118 DISPLAY AND BUILD ROOM C 5'-8" 7'-0" H.M. PT 1 H.M. PT H-1 J-1 S-1 #6 119 ROOF HATCH - 2'-6" 3'-0" - - - -- - - - #11 NOTE 13 BILCO S-50 120 UTILITY ROOM B1 3'-0' 7'-0" H.M. PT 1 H.M. PT H-1 J-1 S-1 #6 130 WAREHOUSE TO SALES OPTION B -PROVIDE GATE BETWEEN SALES AND WAREHOUSE. WIDTH TBD. REFER TO 4/A801 FOR DETAILS AND A101 FOR LOCATION WINDOW SCHEDULE WINDOW NUMBER WINDOW LOCATION WINDOW FRAME DETAILS HARDWARE COMMENTS WIDTH HEIGHT HEAD MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SILL ENTRY AA VESTIBULE TO SALES AREA 8'-3 1/2" 10'-10 1/2" 7'-6" ALUM. DK BRONZE BY MANUF. ALUM. DK BRONZE 2/A801 2/A801 2/A801 --- --- AB VESTIBULE TO SALES AREA 9'-10 7'-6" 7'-6" ALUM. DK BRONZE BY MANUF. ALUM. DK BRONZE 2/A801 2/A801 2/A801 --- --- AC VESTIBULE TO SALES AREA 9'-10 7'-6" 7'-6" ALUM. DK BRONZE BY MANUF. ALUM. DK BRONZE 2/A801 2/A801 2/A801 --- --- AD VESTIBULE TO SALES AREA 8'-3 1/2" 10'-10 1/2" 7'-6" ALUM. DK BRONZE BY MANUF. ALUM. DK BRONZE 2/A801 2/A801 2/A801 --- --- AE VESTIBULE TO SALES AREA 4'-11" 7'-6" 7'-6" ALUM. DK BRONZE BY MANUF. ALUM. DK BRONZE 2/A801 2/A801 2/A801 -- --- ROOM FINISH SCHEDULE 35'-8 1/2" AREA/ ROOM # AREA/ ROOM NAME FLOOR WALLS CEILING OR EXPOSED STRUCTURE REMARKS MATERIAL PAINT BASE MATERIAL PAINT HEIGHT VESTIBULE POLISHED CONCRETE GYP. BOARD PT -1 VB -1 GYP. BD. PT -2 10'-11 3/8" A.F.F. 101 SALES AREA POLISHED CONCRETE GYP. BOARD / CONCRETE PT -1 VB -1 * EXPOSED PT -2 VARIES 1. PAINT COLUMNS PER DETAIL 1/A800 2. EXPOSED DUCTWORK TO BE PREPARED FOR PAINTED FINISH BASE RACKOING AND EXPOSED WALLO EXTEND 2' BEHIND RACKING WHERE APPLICABLE. 102 DESIGN CENTER POLISHED CONCRETE GYP. BOARD / CONCRETE PT -6 VB -1 EXPOSED PT -2 VARIES 102A WAREHOUSE POLISHED CONCRETE GYP. BOARD / CONCRETE PT -1 __ EXPOSED PT -2 VARIES 103 PRO SALES POLISHED CONCRETE GYP. BOARD / CONCRETE PT -1 VB -1 EXPOSED PT -2 VARIES 104 MENS RESTROOM TILE TILE WAINSCOT / GYP. BOARD PT -4 TILE GYP. BD PT -2 9'-0" A.F.F. 3/A800 105 WOMENS RESTROOM TILE TILE WAINSCOT / GYP. BOARD PT -4 TILE GYP. BD PT -2 9'-0" A.F.F. 3/A800 106 JANITOR'S ROOM POLISHED CONCRETE FRP/GYP. BOARD PT -4 VB -1 EXPOSED --- ___ 107 CORRIDOR #1 POLISHED CONCRETE GYP. BOARD PT -1 VB -1 ACT -1 --_ 9'-0" A.F.F. r- 108 BREAKROOM TILE GYP. BOARD PT -5 VB -1 ACT -1 --- 9'-0" A.F.F. 3/A800 109 of of ei TRAINING ROOM POLISHED CONCRETE GYP. BOARD PT -4 VB -1 ACT -1 --_ 9'-0" A.F.F. 110 CORRIDOR #2 POLISHED CONCRETE GYP. BOARD PT -1 VB -1 ACT -1 --_ 9'-0" A.F.F. 111 VAULT POLISHED CONCRETE GYP. BOARD PT -4 VB -1 GYP. / PLWD PT -2 9'-0" A.F.F. SECURITY MESH CEILINGS AND WALLS 112 CASH ROOM POLISHED CONCRETE GYP. BOARD PT -4 VB -1 GYP. / PLYWD PT -2 9'-0" A.F.F. SECURITY MESH CEILINGS AND WALLS 113 ASS'T MGR OFFICE POLISHED CONCRETE GYP. BOARD PT -4 VB -1 ACT -1 ___ 9'- 0 A.F.F. 114 CEM OFFICE POLISHED CONCRETE GYP. BOARD PT -4 VB -1 ACT -1 __ 9'-0" A.F.F. 115 DATA ROOM POLISHED CONCRETE PLYWOOD PT -4 - ACT -1 ___ 8'-0" A.F.F. 116 SIGN ROOM POLISHED CONCRETE GYP. BOARD PT -4 VB -1 EXPOSED __ ___ 117 DISPLAY AND BUILD ROOM POLISHED_ CONCRETE GYP. BOARD PT -4 EXPOSED ___ ___ 118 UTILITY ROOM CONCRETE PLYWOOD PT -4 VB -1 GYP. BD. PT -2 8'-0" A.F.F. 120POLISHED SEE SCHEDULE .,-2" 2'; 0 PROVIDE 4" HEAD IF USED IN MASONRY CONDITION. HOLLOW METAL FRAME SEE SCHEDULE 2" 0 42"x42" ROUGH OPENING STEEL - FRAME HOLLOW _\_.` METAL FRAME FIN. FLR. 1 FRAME TYPES 3 BY PTR AA 9'-10" 35'-8 1/2" 8'-3 1/2"/ EQ. / / 9'-10" EQ. 9'-10" EQ./ / / SEE SCHEDULE N o 0 \ •Iv*** •4•I44* ••4.• C*, *,• �*4p 4,•+.4d�•Eo ,+4p+re4•441•44+1 '.014+ . *4..0•4.4 'r iv*,* e+r4-•*+ r•4f oi.o v io ;, \ \ AA 9'-10" 35'-8 1/2" \ / EQ. EQ. / / 9'-10" I, SEE SCHEDULE 9'-10" job no.: 11-021 NOTE: ALL EXTERIOR GLAZING IS SINGLE GLAZED LAMINATED, (INSIDE GLAZING IS TEMPERED.) BREAK METAL OVER TUBE STEEL, FINISHED TO MATCH STOREFRONT AD A DOOR TYPES TRACK TO BE INSET TO ALLOW SIDELITES TO SWING OUTWARD AA SLIDING PANEL AUTOMATIC ALUMINUM DOOR IN MANUFACTURER'S FRAME 2 -ACTIVE LEAFS TO HAVE EMERGENCY BREAK -AWAY FUNCTION TRACKS/FRAME TO BE INSTALLED SO THAT DOOR SWING IS CLEAR OF OBSTRUCTION AB SEE SCHEDULE / C \ B DOOR SCHEDULE GENERAL NOTES A. ALL INTERIOR DOORS ARE TO BE 1-3/4" THICK UNLESS NOTED OTHERWISE. B. REFER TO FRAME TYPE FOR CORRESPONDING HEAD AND JAMB DETAILS UNLESS NOTED OTHERWISE. C. COORDINATE SIZE OF DOOR FRAME THROAT WITH WALL PARTITION TYPE. D. MOUNT DOOR CLOSERS ON N -PUBLIC SIDE OF DOOR TYPICAL E. INSTALL DOOR VIEWER/DOOR SCOPE IN DOORS INDICATED BY HARDWARE SETS-2"WIDE SCOPE VIEW. BLACK ANODIZED ALUMINUM (ASD-#DS238-BLK@ WWW SAFETY DEVICES.COM, GRAINGER MODEL 1M HEWS, OR EQUAL) INSTALL @ 48" AFF F. FOR DOORS THAT HAVE DOUBLE KEYED LOCKS AND ARE READILY VISIBLE, DURABLE SIGN LETTERS NOT LESS THAN 1" (25 MM) HIGH ON A CONTRASTING BACKGROUND THAT READ "THIS DOOR TO REMAIN UNLOCKED WHEN THE BUILDING IS OCCUPIED" ARE TO BE LOCATED ON OR ADJACENT TO THE DOOR LEAF. G. REFERENCE A002 FOR ADA REQUIREMENTS. H. ALL EGRESS DOORS TO HAVE AUDIBLE ALARMS. DOOR SCHEDULE NOTES 1. AUTO SLIDER BY BESAM - ASSA ABLOY. 2. UNDERSIZED CASE OPENING, 4'-0" x 7'-0" 3. CASED OPENING TO HAVE RESIN CORNER GUARDS. 4. INSTALL DOOR BELL AT DOORS INDICATED TO TIE INTO MOOD MEDIA SYSTEMS, COORDINATE WITH MOOD MEDIA 5. PROVIDE KICK PLATES AND DOOR STOPS TO BREAKROOM AND RESTROOM ENTRY DOORS. 6. ACCESSIBILITY SIGNAGE 7. RECESSED TRACK OR NO TRACK OPTION 8. DOOR TO BE LAMINATED "COLUMBIAN WALNUT" 7943K 9. NO CYLINDER ON INSIDE SLIDER 10. MOTORIZED w/ MORTISE KEYED LOCKOUT STATION BY MMTC MODEL 3BLM (800.942.6682) 11. INSTALL MAIL SLOT IN DOOR. MODEL ( IVES 621 W/601 SLEEVE) 4"Hx11 3/4" W WITH 3/4" FRAME. CLEAR ANODIZED ALUMINUM. 12. PREFINISHED STANDARD TAN COLOR 13. ROOF LADDER EXTENSION SAFETY POST 14. USE STOP FUNCTION CLOSER IN LIEU OF FLOOR STOP WHEN OPENING INTO CENTER OF ROOM. 15. PROPANE CAGE. EXTERIOR STORAGE GATE AND 3 BUTTON CONTROL TO RECEIVE HARDWARE SET 12. 16. NEW DOOR(S) IN EXISTING OPENING, VERIFY HARDWARE WITH NAV (DH PACE) 17. NO STOPS ON FRAME - REVIEW HARDWARE SET 13 FOR DETAILS ON ORDERING. 18. BARN DOOR AND HARDWARE SOURCE: RUSTICA HARDWARE, 800-891-8312 - rusticahardware.com FINISH SCHEDULE GENERAL NOTES 1. INTERIOR FINISHES SHALL BE AS FOLLOWS. ACT -1 CORTEGA - SECOND LOOK #770/77M 24x24x5/8" (15/16" SQUARE LAY -IN) PT -1 PT -2 PT -3 PT -4 PT -5 PT -6 SW 7757 "HIGH REFLECTIVE WHITE" SW "PURE WHITE" SW 6868 "REAL RED" SW 6071 "POPULAR GRAY" SW 7022 "ALPACA" SW 7048 "URBANE BRONZE" PL -1 WILSONART 7960K-18 "STUDIO TEAK" PL -2 PIONITE WT790 'WEDDING CAKE" PL -3 WILSONART 1595-60 "BLACK", MATTE FINISH ST -1 MOON WHITE PREFAB GRANITE -100066067 ST -2 SPARKLING WHITE PREFAB QUARTZ SLAB -100066117 WT -1 MARTHA'S VINEYARD "COTTAGE WHITE" - 8"x48" PORCELAIN -100215326 (#01 ALABASTER UNSANDED GROUT) WT -2 MONROE BRICK GLASS MOSAIC -100087493 (#02 PEWTER UNSANDED GROUT #100036003) WT -3 VILLA HEIRLOOM "AQUA" - 3"x9" PORCELAIN -100183334 (#01 ALABASTER UNSANDED GROUT) WT -4 NEW YORK SOHO BRICK - 4"x8" PORCELAIN -100086917 (#93 WARM GRAY UNSANDED GROUT #100036326) WT -5 "PURE SNOW' GLASS TILE - 3"x9" - 913102063 (#93 WARM GRAY UNSANDED GROUT #100036326) WT -6 ROCKWOOD GRAY - 8"x36" PORCELAIN -100221043 (#47 CHARCOAL UNSANDED GROUT) FT -1 VOGUE WARM GRAY 12"x24" PORCELAIN TILE - 912102826 (FLEXCOLOR CQ 93 WARM GRAY GROUT) FT -2 VOGUE WARM GRAY 12"x24" PORCELAIN TILE - 912102826 (FLEXCOLOR CQ 93 WARM GRAY GROUT) FT -3 UPTOWN ANTRACITE 12"x24" PORCELAIN TILE - 912400367 (FLEXCOLOR CQ #47 CHARCOAL GROUT 1G #100068873 VB -1 ROPPE RUBBER BASE - #110 "BROWN" 2. TYPICAL WALL COLOR IN SALES FLOOR PT -1 SATIN 3. RESTROOM PAINT SHALL BE PAINTED SATIN FINISH REFER TO ELEVATIONS. 4. BREAK ROOM INTERIOR WALLS SHALL BE PAINTED PT -5 SATIN FINISH. 5. THE WALL AT THE INSPIRATION CENTER SHALL BE PAINTED PT -6 6. ALL GYP BD CEILINGS SHALL BE PAINTED PT -2. 7. ALL DRYWALL CEILING PAINT SHALL BE PT -2 FLAT TEXTURE. 8. ALL INTERIOR COLUMNS SHALL BE PAINTED PT -1 SEMI GLOSS WITH THE FIRST 12'-0" UP FROM SLAB PAINTED SW 6866 "REAL RED" SEMI GLOSS SEE DETAIL 1/A800 9. ALL TRIM DOOR & FRAMES SHALL BE PAINTED SEMI GLOSS FINISH TO MATCH ADJACENT WALL. 10. ALL INTERIOR DOORS SHALL BE PAINTED SEMI GLOSS TO MATCH ADJACENT WALL. 11. JANITOR'S CLOSET FRP TO BE BEIGE AND SHALL EXTEND UP WALL TO 4'-0' AND 24" PAST SINK. 12. ALL OFFICES, BREAKROOM, SALES AND JANITOR VINYL BASE TO BE VB -1 (PROVIDED AND INSTALLED BY GC) 13. TILES FOR RESTROOMS TO BE TAKEN FROM MIXED BOXES FOR A MORE RANDOM PATTERN. WINDOWS SEE SCHEDULE B1 t AC SEE SCHEDULE i 0 OUVER \ \ C SEE SCHEDULE 8'-3 1/2" 35'-8 1/2" EQ. EQ. / / / 9'-10" 16'-0" 9'-10" job no.: 11-021 3'-4 1/2" / (9 Eo N o 0 \ •Iv*** •4•I44* ••4.• C*, *,• �*4p 4,•+.4d�•Eo ,+4p+re4•441•44+1 '.014+ . *4..0•4.4 'r iv*,* e+r4-•*+ r•4f oi.o v io ;, \ \ 0 7 / D AD SEE SCHEDULE SEE SCHEDULE E DOOR HARDWARE GROUPS SET 1- STOREFRONT DOORS PER DOOR MANUFACTURER 1 CYLINDER (100200N MK 26) BY: AUTO SLIDER MANUFACTURE 1 THUMB TURN BY: AUTO SLIDER MANUFACTURE 1 - SFIC CORE ( 33700006K MK 26) SET 2- SINGLE EGRESS DOORS 3 HINGE-(MPB91 NRP US32D MK) 1 -EXIT DEVICE -(6150 A 632F 1109 MK 630 YA SFIC) 1 -CYLINDER -MORTISE - (100200N MK 26 ) 1- CYLINDER -RIM - (100400HN MK 26) 1 -THRESHOLD -(271A PE) 1-GASKETING-(45041CNB PE) 1 -DOOR SWEEP-(18062CNB PE) 1 -RAIN GUARD - (346C PE) 1 -SURFACE CLOSURE- (2721 689 YA) 2 - SFIC CORE ( 33700006K MK 26) SET 3- TRUCK DRIVERS DOOR 3 HINGE-(MPB91 NRP US32D MK) 1 -EXIT DEVICE -(6150 A 632F 1109 MK 630 YA) 1 -CYLINDER -MORTISE - (100200N MK 26 - SFIC) 1- CYLINDER -RIM - (100400HN MK 26 MC) 1 -THRESHOLD -(271A PE) 1-GASKETING-(45041 CNB PE) 1 -DOOR SWEEP-(18062CNB PE) 1 -RAIN GUARD - (346C PE) 1 -SURFACE CLOSURE- (2721 689 YA) 1 -DOOR BELL- (SEE DOOR SCHEDULE NOTE 4) 1 -MAIL SLOT- (SEE DOOR SCHEDULE NOTE 11) 2 - SFIC CORE ( 33700006K MK 26) 1- DOOR VIEWER (622 CRM) SET 4- TRASH COMPACTOR 1- CONTINUOUS HINGE - (BY VENDOR, PTR) 1 -PADLOCK - (BY DH PACE) 1 -HASP - (BY VENDOR, PTR) 1- SURFACE CLOSER - (2701 689 YA (USED ONLY IF FIRE RATING REQUIRED)) 1 -STOP - (BY VENDOR, PTR) 1-GASKETING - (BY VENDOR, PTR) 1 -DOOR PULL - (BY VENDOR, PTR) 1 - SFIC CORE (33700006K MK 26) (BY DH PACE) SET 5- JANITOR'S / SIGN ROOM DOORS 3 -HINGE - (MPB79 US26D MK) 1 -PASSAGE LOCK 4701LN (F75) 1-STOP-(406/409/44IH US32D RO) 3 -SILENCERS -(608 RO) 1 -SURFACE CLOSER - (2701 689 YA) SET 6'DATA ROOM 3 -HINGE - (MPB79 US26D MK) 1 -STORE ROOM LOCK -(B PB 4705LN 626 YA) 1-SFIC CORE - (33700006K MK 26 ) 1 -SURFACE CLOSER - (2701 689 YA) 1-STOP-(406/409/44IH US32D RO) 3 -SILENCERS -(608 RO) (ALWAYS REQUIRES KEY TO ENTER) SET 12- PROPANE / STORAGE GATE 3 -BUTTON CONTROL 1 -BALANCE OF HARDWARE - (BY DOOR MFR) 1-SFIC CORE - (33700006K MK 26) BY DH PACE SET 7- OFFICE 3 -HINGE - (MPB79 US26D MK) 1 -OFFICE ENTRY LOCK -(B PB 4707LN 626 YA) 1-SFIC CORE - (33700006K MK 26) 3 -SILENCERS -(608 RO) 1 - SURFACE CLOSER - BY DH PACE (2731T YA) (CAN BE UNLOCKED USING KEY OR USING INTERIOR LOCKING MECHANISM) SET 9- CASH / VAULT 3 -HINGE - (MPB79 US26D MK) 1 -STOREROOM FUNCTION LOCK-( 4705LN) 2-SFIC CORE - (33700006K MK 26 ) 1- SURFACE CLOSER - (2701 689 YA) 1-STOP-(406/409/44IH US32D RO) 3 -SILENCERS -(608 RO) 1 -VIEWER - (622 STNN RO) 1-DEADBOLT-(BD112 626 YA) (ALWAYS REQUIRES KEY TO ENTER) SET 10- RESTROOM / BREAK ROOM AND TRAINING ROOM 3 -HINGE - (MPB79 US26D MK) 1 -PUSH PLATE - (70C US32D RO) 1 -PULL PLATE - (111x70C US32D RO) 1 - SURFACE CLOSER - BY DH PACE (2731T YA) 1 -KICK PLATE - (K1050 10" US32D RO) 3 -SILENCERS -(608 RO) SET 11- WAREHOUSE / ROOF HATCH 1 -PADLOCK - (PD2515) BY DH PACE 1 -BALANCE OF HARDWARE - (BY DOOR MFR) 1-SFIC CORE - (33700006K MK 26) BY DH PACE SET 13- DECOR STORAGE 1 3 3 2 1 FLAT TRACK - STANDARD, 10'-0", FLAT BLACK HANGERS - INDUSTRIAL, BLACK - NO TEXTURE WHEELS, NYLON MK1, BLACK STANDARD STOP, BLACK WALL MOUNT ADJUSTABLE U -CHANNEL DOOR GUIDE, BLACK FRONT HANDLE, SANTA FE, 8", FLAT BLACK REAR HANDLE, FLUSH CIRCLE, FLAT BLACK ABBREVIATIONS (MK)- MCKINNEY (PE) - PEMKO (RO) - ROCKWOOD (YA) - YALE 1/2" SCHULUTER RENO -RAMP SKU#951502190 1/8" TILE OVER THIN SET FEATHER TO TOP OF EDGE TILE TO CONCRETE STRIP 3 FLOOR TRANSITION SCALE: N.T.S. 4'-11" CONCRETE -�3 FL OR FINISH KEY PLAN SCALE: 1/32" = 1'-0" AE SEE SCHEDULE N r PT -1 PT -3 TYP COLUMN PAINT SCHEME SCALE: 1/2" = 1'-0" NORTH FLOOR FINISH PLAN LEGEND • • PORCELAIN TILE FLOORING POLISHED CONCRETE NOTE: REFERENCE SPECIFICATIONS SECTION 03 35 00 "POLISHED CONCRETE" FOR DESIGN MIX NOTE: ALL GLAZING IS SINGLE NOTE: SEE DETAILS ON SHEET GLAZED LAMINATED A801 ,-SLIDING PANEL AUTOMATIC ALUMINUM DOOR IN MANUFACTURER'S FRAME z -TO HAVE FULL EMERGENCY BREAK -AWAY FUNCTION 35'-8 1/2" / / / ./(Z / / / /// 9'-10" 16'-0" 9'-10" job no.: 11-021 / 0- / Zo r- g-1 I C 1 t OI$.-- of of ei i PA& �I4.4 �`,14 �IOI��OIp�OI 44 NOTE: ALL GLAZING IS SINGLE NOTE: SEE DETAILS ON SHEET GLAZED LAMINATED A801 ,-SLIDING PANEL AUTOMATIC ALUMINUM DOOR IN MANUFACTURER'S FRAME z -TO HAVE FULL EMERGENCY BREAK -AWAY FUNCTION F CONCEALED SWEEP AB 3'-6" Zh PIANO HINGE 1/4" STEEL PLATE STEEL FRAME V BY PTR SEE SCHEDULE • 6"x36" �� LAMINATED / % GLASS / WINDOW / (1/4") \ KICK PLATE - FINISH TBD H TRACK TO BE INSET TO ALLOW SIDELITES TO SWING OUTWARD 6"x6"LAMINATED GLASS WINDOW (1/4") MAIL SLOT ASSA ABLY TO LOOK FOR BOX AC SEE SCHEDULE 28"x34" LAMINATED GLASS (1/4") TYP. NOTE: ALL EXTERIOR GLAZING IS SINGLE GLAZED LAMINATED, (INSIDE GLAZING IS TEMPERED.) BREAK METAL OVER TUBE STEEL, FINISHED TO MATCH STOREFRONT SLIDING PANEL AUTOMATIC ALUMINUM DOOR IN MANUFACTURER'S FRAME 2 -ACTIVE LEAFS TO HAVE EMERGENCY BREAK -AWAY FUNCTION TRACKS/FRAME TO BE INSTALLED SO THAT DOOR SWING IS CLEAR OF OBSTRUCTION RECEIVED CITY OF TUKWILA AUG 11 2017 0 PERMIT CENTER SEE SCHEDULE / (2 PANELS WITH VERT. PLANKS) L SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com 11273 REGISTERED ARCHITECT E H. REINDERSMA ATE OF WASHINGTON U 2 a) E o4 o ° 3 bA wF. w 'o ob � g ; g 49 1 a g g� � 5 3n W REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 6 2017 City of Tukwila BUILDING DIVISION date: OS/10/2011 issued for: FOR PERMIT / / / ./(Z / / / /// F CONCEALED SWEEP AB 3'-6" Zh PIANO HINGE 1/4" STEEL PLATE STEEL FRAME V BY PTR SEE SCHEDULE • 6"x36" �� LAMINATED / % GLASS / WINDOW / (1/4") \ KICK PLATE - FINISH TBD H TRACK TO BE INSET TO ALLOW SIDELITES TO SWING OUTWARD 6"x6"LAMINATED GLASS WINDOW (1/4") MAIL SLOT ASSA ABLY TO LOOK FOR BOX AC SEE SCHEDULE 28"x34" LAMINATED GLASS (1/4") TYP. NOTE: ALL EXTERIOR GLAZING IS SINGLE GLAZED LAMINATED, (INSIDE GLAZING IS TEMPERED.) BREAK METAL OVER TUBE STEEL, FINISHED TO MATCH STOREFRONT SLIDING PANEL AUTOMATIC ALUMINUM DOOR IN MANUFACTURER'S FRAME 2 -ACTIVE LEAFS TO HAVE EMERGENCY BREAK -AWAY FUNCTION TRACKS/FRAME TO BE INSTALLED SO THAT DOOR SWING IS CLEAR OF OBSTRUCTION RECEIVED CITY OF TUKWILA AUG 11 2017 0 PERMIT CENTER SEE SCHEDULE / (2 PANELS WITH VERT. PLANKS) L SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com 11273 REGISTERED ARCHITECT E H. REINDERSMA ATE OF WASHINGTON U 2 a) E o4 o ° 3 bA wF. w 'o ob � g ; g 49 1 a g g� � 5 3n W REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 6 2017 City of Tukwila BUILDING DIVISION date: OS/10/2011 issued for: FOR PERMIT revision no.: date: job no.: 11-021 sheet title: DOOR AND FINISH SGHEDULES sheet no.: A800 1 PROVIDE DOUBLE 3 5/8" LGMF HEADER ABOVE DOORS 6'-0" WIDE OR LARGE REFER TO PLAN FOR PARTITION TYPE HOLLOW METAL FRAME -- PAINT PER DOOR SCHEDULE DOOR - PAINT PER DOOR SCHEDULE REFER TO PLAN FOR PARTITION TYPE PROVIDE DOUBLE STUDS AT JAMBS HOLLOW METAL FRAME - PAINT PER DOOR SCHEDULE DOOR - PAINT PER DOOR SCHEDULE EXTERIOR DOOR AND HOLLOW METAL FRAME - PAINT PER DOOR SCHEDULE H-1 CONCRETE PAD OR LANDING --..,\I INTERIOR S-1 SCALE 3"=l'-0" HEAD. JAMB, AND SILL DETAIL OUTSIDE NOTE: EXTEND TRASH CHUTE TO DOOR FRAME & ANCHOR AS REQUIRED BY COMPACTOR CONTRACTOR CORNER PROTECTION BY G.C. 6"x3"x3/8" ANGLE FRAME (4 SIDES) BY G.C., ATTACHED TO TILT WALL WITH EXPANSION BOLTS. CAULK ALL AROUND D. • • • • • • • • • • H -4/J -4/S-4 SCALE 1 1/2"=1'-0" 3"x7 1/4"x1/4" GALVANIZED BENT PLATE FRAME EMBEDDED IN WALL PANEL OPENING (3 SIDES) 5" LONG BY 5/8" DIAMETER HEADED CONCRETE ANCHORS AT 12" O.C. STAGGERED. OUTSIDE 5/8" SHEATHING OVER 2" RIGID INSULATION ATTACHED W/ Z -CLIPS INSIDE J-3 SCALE 1 1/2"=V-0" H-2 REFER TO SCHEDULE FOR FRAME AND HARDWARE N A A A . _J REFER TO SCHEDULE FOR FRAME AND DOOR REFER TO SCHEDULE FOR FRAME AND HARDWARE J-2 PROVIDE DOOR SWEEP ALUMINUM THRESHOLD SET IN A BED OF SEALANT (TYPICAL) D. •A D. INSIDE CV SEE SCHEDULE CV LL. LL Zr) U S-2 SCALE 1 1/2"=1'-0" SCALE: VARIES ABLDY ASSA ABLOY Entrance Systems 1900 Airport Road Monroe, NC 28110 Phone' 1-866-237-2687 specdesk.na.besam@assaabloy.com BESAM SL500 OVERHEAD CONCEALED FULL BREAKOUT MEDIUM STILE SINGLE SLIDE DOOR SYSTEM COVER SIDE 4 1/2'_ (114.3) 00 -f- -11- EXTERI❑R ELECTRICAL SERVICE - T- - - - - -- - - - - - - I 120 VAC. 50/60 HZ. 15/20A. BY ELEC, C❑NTR. 1 TO JUNCTI❑N BOX. = Lr 8' TRANSOM FRAMING 1 [204.3] ❑PTI❑NAL • LEFT HAND SLIDE RIGHT HAND SLIDE EXTERI❑R ELEVATI❑N Optional Factory Prep Switch Location @ 74-1/2'H i PIVOT P❑INT C B 1' [26.5] SECTI❑N M❑TI❑N/PRESENCE SENSORS 41 1/2' (1054.1) F.F.L. f \ TRANSOM OPTIONAL 1/4" PTI❑NAL" (6.4)- 4 1/2' [114.30] • \ • • 1 3/4' [44.7] M.O.H. STD. '-� 90' (2286) OPTIONAL MUNTINS 'w ACTIVE LEN • S1XUTE MOUNTED e 41 1/2' ABOVE F.FL. NON REMOVABLE 7 1/8' [181.1] SECTI❑N HEADER O.F.H. STD. 89-3/4' (2279.7) BREAKOUT SIDE N 0 T E: THE STANDARD PACKAGE CONSISTS ❑F! THE AUTOMATIC OPERATOR & WEATHERSTRIP. FRAMES. DOORS & SIDELITES WITH VERTICAL WEATHERSTRIP, EMERGENCY BREAKAWAY & 2-P❑INT LOCK. OPTIONAL POSITION SWITCHES (DIGITAL (3 OR 5) OR KEY (5)), (❑FF -EXIT ONLY -AUTO -REDUCED OPENING -HOLD OPEN or OFF, AUTO, HOLD OPEN), MOTION/PRESENCE SENSORS, OPTIONAL 6' JAMBS. STANDARD FINISH! CLEAR- AA-M12C22A41, CLASS 1, .018 MM. DARK BRONZE- AA-M12C22A44, CLASS 1, .018MM SPECIAL FINISHES ARE AVAILABLE. THIS PACKAGE WILL ACCEPT UP TO 1'(25.4) INSULATED GLASS IN THE SIDELITES AND ACTIVE LEAVES. PLEASE INDICATE IF SO DESIRED. ENHANCE YOUR BESAM SL500 PACKAGE WITH EC❑D❑OR OPTIONS TO IMPROVE AIR INFILTRATION PERFORMANCE. CHOOSE FROM! ECODO❑R SEALS, MAGNETIC CATCHES, HYDRAULIC CLOSERS, INSULATED GLASS. NOTE DRAWING IS DIMENSIONED IN BOTH ENGLISH AND METRIC REF. AS FOLLOWS 1' (25.4) ALL METRIC SIZES ARE MILLIMETERS. NE FOR MAXIMUM CURRENT DRAW PER OPERATOR, SEE PRODUCT SPECIFICATION, INSTALLATI❑N INSTRUCTIONS, OR THE UL LABEL ON THE EQUIPMENT. REFER TO RELEVANT (LOCAL, STATE, NATI❑NAL OR AHJ) BUILDING CODE FOR MIN DOOR HEIGHT & MIN/MAX WIDTH ALLOWABLE FOR EGRESS REQUIREMENT IN CONJUNCTION WITH TABLE BELOW. COVER SIDE STD HT 80 7/8' (2054) SECURITY TYPE GLAZING BEAD SYSTEM (TYP.) 1/4' STANDARD. F.F.L. GUIDE TRACK SECTION PLAN A 1 3/4' (44.5) 1/4"(6.4) D \ CLEAR DOOR OPENING INTERL❑CK EXTERIOR SIDE ENGAGED (TYP). LEFT HAND SLIDE (R.H.S, ❑PP❑SITE) ©I _ 1/2' (12.7)1/4' (6.4) SURF. MTD. (❑PTI❑NAL) FFL RECESS LENGTH FROM EDGE OF MASONRY OPENING 005-7 = 43' (1092.2) 005-8 = 49' (1244.6) 005-8-6 = 52' (1320.8) KEY (B/2)+1'(25.4) 1/4' (6.4) F.F.L. 5/8' (15.8) SECTION GUIDETRACK SURF, MTD. (STANDARD) SECTION THRESHOLD 4-1/2" (114.3) TRACK LEVELED IN 1/4'(6.4) GROUTING. 1 3/4" (44.4) SECTION GUIDETRACK RECESSED (OPTIONAL) 3/4'(19.1) 3/8' (9.5) 2 3/8' (60.3) SL500 OHC DOOR OPENING A OVERALL FRAME WIDTH B MASONRY OPENING WIDTH C ACTIVE & SIDELITE LEAF WIDTH D 005-7 32 1/2' 84' 84 1/2' 42 3/8' W H+ W H (825.5) (2133.6) (2146.3) (1076.3) WIDTH HEIGHT: 41 1/2' 102' 102 1/2' 51 3/8' 005-8-6 006-16 (1054.1) (2590.8) (2603.5) (1304.9) KEY (B/2)-9 1/2' (C-1/2') (B+1/2') (B/2)+3/8' (1390.6) (B/2)-(241.3) (C-12.7) (B+12.7) (B/2)+(9.5) STANDARD GLASS SIZES ARE AS FOLLOWS; SL500 OHC ' = 5/8'(15.9) AND 1'(25.4) ❑C5-7 W H = ° 33 5/8'(854.1) 71 3/16' (1808.2) 005-8 005-8-6 W H+ W H _ _� + 9 9 ° a m - + g 39 5/8'(1006.5) 71 3/16' (1808.2) 42 5/8'(1082.6) 71 3/16' (1808.2) KEY WIDTH HEIGHT: (965.2) ° (B/2)-8 3/8' (B/2)-(212.7) (OFH)-18 9/16' (OFH)-(471.5) COVER SIDE 00 7-73 / 1J - EXTERIOR L.H.SLIDE R.H.SLIDE PLAN VIEW EMERGENCY BREAKAWAY JVO NO 1009866 DRN BY CLW DATE 11/9/12 CHK BYSS DATE 11/14/12 REv5.0 DATE 1/21/15 ABLOY PRO SALES ENTRY SPECIFICATIONS -DARK BRONZE FINISH SCALE: N.T.S. besam (44 ASS4 ABLOY ASSA ABLOY Entrance Systems 1900 Airport Road Monroe, NC 28110 Phones 1-866-BESAM-87 specdesk.na.besam@assaabloy.com SL500 OVERHEAD CONCEALED FULL BREAKOUT MEDIUM STILE BI -PART SLIDING DOOR SYSTEM COVER SIDE -7' (177.8) TRANSOM FRAMING ❑PTI❑NAL PIVOT P❑INT EXTERIOR NE ELECTRICAL SERVICE -1 120 VAC. 50/60 HZ. 15/20A. BY ELEC, CONTR.' TO JUNCTI❑N BOX. • EXTERI❑R ELEVATION D SECTI❑N O PLAN D INTERL❑CK ENGAGED (TYP). C B 4-1/2'(114.3) Optional Factory Prep Switch Location @ 74-1/2"H SECTION rs MOTI❑N/PRESENCE SENSORS OPTIONAL MUNTINS 'u! ACTIVE LENS & =ELITES' Lair MOUNTED e 41 1/2' ABOVE F.FL NON REMOVABLE SECURITY TYPE GLAZING BEAD \t\ 4 1/2' [114.30] • • TRANSOM ❑PTI❑NAL 1/4" (6.4)- M.❑.H. STD. 90' (2286) 8' 1 3/4' [44.7] O.F.H. STD. 89-3/4' (2279.7) BREAKOUT SIDE SYSTEM (TYP.) 1/4°- 1/4' STANDARD. (6,4) F.F.L. D A CLEAR DOOR OPENING EXTERIOR SIDE SECTION HEADER COVER SIDE STD HT 80 7/8' (2054) 5/8' 1 1 (15.8) 1/2' U�.0 U�:,J (12.7) 1/4 1-3/4' 1/4 (6.4) y . v V v V THRESHOLD (44.5) �L F.F.L �' r-* n� L n�� SURF. MTD. ����❑PTI❑NAL) SECTI❑N GUIDETRACK SURF. MTD. (STANDARD) SECTION GUIDE TRACK RECESS LENGTH FROM EDGE OF MASONRY OPENING 006-8 = 26' (660.4) 006-10 = 32' (812.8) 25 1/4' 006-8 (781) (2438.4) 006-12 = 38' (965.2) 006-14 = 44' (1117.6) 006-16 = 50' (1270) KEY (B/4)+2•(50.8) 1/4' (6.4) F.F.L, 4-1/2" (114.3) TRACK LEVELED IN 1/4'(6.4) GROUTING. THE F❑LL❑WING REQUIRE OVERHEAD SUPPORT BY OTHERS: PACKAGES OVER 16' OVERALL FRAME WIDTH, OVER 90' OVERALL FRAME HEIGHT, TRANSOM, OR GLASS OTHER THAN 1/4' THICKNESS. 1 3/4' (44.4) SECTION GUIDETRACK RECESSED (❑PTI❑NAL) 3/4' (19.1) 3/8' (9.5) 2 3/8' (60.3) N 0 T Et THE STANDARD PACKAGE CONSISTS ❑F! THE AUTOMATIC OPERATOR & WEATHERSTRIP. FRAMES. DOORS & SIDELITES WITH VERTICAL WEATHERSTRIP, EMERGENCY BREAKAWAY & 2-P❑INT LOCK. ❑PTI❑NAL 5 OR 3 P❑SITI❑N SWITCH (OFF -EXIT ONLY -AUTO -REDUCED OPENING -HOLD OPEN or OFF, AUTO, HOLD OPEN), M❑TION/PRESENCE SENSORS, OPTIONAL 6' JAMBS. STANDARD FINISH! DARK BRONZE - AA -C23 -A44. CLEAR - AA -C23 -A31. SPECIAL FINISHES ARE AVAILABLE. THIS PACKAGE WILL ACCEPT UP TO 5/8'(15.9) INSULATED GLASS IN THE SIDELITES AND UP TO 1' (25.4) INSULATED GLASS IN THE ACTIVE LEAVES. PLEASE INDICATE IF SO DESIRED. ENHANCE YOUR BESAM SL500 PACKAGE WITH EC❑D❑❑R OPTIONS TO IMPR❑VE AIR INFILTRATION PERFORMANCE. CHOOSE FROM ECODO❑R SEALS, MAGNETIC CATCHES, HYDRAULIC CLOSERS, INSULATED GLASS. NOTE DRAWING IS DIMENSIONED IN BOTH ENGLISH AND METRIC REF. AS FOLLOWS 1' (25.4) ALL METRIC SIZES ARE MILLIMETERS. FOR MAXIMUM CURRENT DRAW PER OPERATOR, SEE PRODUCT SPECIFICATION, INSTALLATION INSTRUCTI❑NS, OR THE UL LABEL ON THE EQUIPMENT. REFER TO RELEVANT (LOCAL, STATE, NATI❑NAL OR AHJ) BUILDING CODE FOR MIN DOOR HEIGHT & MIN/MAX WIDTH ALLOWABLE FOR EGRESS REQUIREMENT IN C❑NJUNCTI❑N WITH TABLE BELOW. UNISLIDE OVERHEAD CONCEALED DOOR OPENING A OVERALL FRAME WIDTH B MASONRY OPENING WIDTH C ACTIVE & SIDELITE LEAF WIDTH D 006-8 30 3/4' 96' 96 1/2' 25 1/4' 006-8 (781) (2438.4) (2451.1) (641.3) 006-10 42 3/4' 120' 120 1/2' 31 1/4' a (1085.8) (3048) (3060.7) C793.7) 006-12 54 3/4' 144' 144 1/2' 37 1/4' (1390.6) (3657.6) (3670.3) (946.1) 006-14 66 3/4' 168' 168 1/2' 43 1/4' ❑C6-16 11-9.54) 542.7.?) (427.9) (10 5) �� .mss; -CC- a § 'kE'/ '$/ )-f 1/41 /22) C +1/t') Z : .0+ 1/41' s (B/2)-(438.1) (C-12.7) (B+12.7) (B/4)+(3 STANDARD GLASS SIZES ARE AS FOLLOWS; UNISLIDE OVERHEAD CONCEALED 1/4'(6.4) liOsullfor: 'ISION 5/8'(15.9) AND 1'(25.4) revision no.: W 16 1/2'(419.1) 006-8 H e + Po 71 3/16' (1808.2) W job no.: 11-021 a 22 1/2'(571.5) 006-10 H s as 4 71 3/16' (1808.2) 006-12 W H + + ® = 1/2'(723.9) 71 3/16' (1808.2) 006-14 W' H - 71 3/16' (1808.2) ❑C6-16 W H + p + m" +•<®., 40 1/ ' 1+2-. 71 3/16' (1808.2) WIDTH a § (B/4)-7 1/2' KEY s �, (B/4)-(190.5) HEIGHT (OFH)-18 9/16' (OFH)-(471.5) INTERIOR 111 / /\ \ 1111 LL - EXTERIOR PLAN VIEW EMERGENCY BREAKAWAY SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com 4-1 U a) SZ a) E ca O U 00 CL) C/) 0 CO L/J) a CD oo o N C/) RECEIVED CITY OF TU KWILA EVIEWEC F CODE COMP J APPRO\ AUG 11 2017 PERMIT CENTER ACE OCT 06 City of Tu BUILDING D DWG Ma 1009865 DRM BY CLW DATE 11/9/12 CHK BYss DATE11/14/12 REV. _ DATE_ besam 4 ABLOY ENTRY SPECIFICATIONS -DARK BRONZE FINISH SCALE: N.T.S. sheet title: DOOR DETAILS sheet no.: A801 liOsullfor: 'ISION FOR PERMIT revision no.: date: job no.: 11-021 sheet title: DOOR DETAILS sheet no.: A801 / / / / / ( 1 —G-- 1 / /I / / 0 85'-7" 6'-11" 13'-10 1/2" 21'-10" 18'-4" 15'-2 1/2" 9'-4 1/2" 7'-6" HIGH WALL 8'-0" HIGH WALL 9'-6" HIGH WALL 10'-0" HIGH WALL 6'-7 1/2" 4'-0" 4'-0" 4'-0" 2'-6" 5,-4" 4'-4" 4'-0" _I__ / \� \\\;\ / / \\\ /i�/ / / /1 2'-0" dr 9'-1" 2x2 POST REFER TO DETAIL 3 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 5-2 1/2" 5'-2" 4'-0" 6'-8" 5'-0" 6'-8" 1 7'-0" /////////////// / /////////////// DESIGN CENTER PLAN 1///./ a / / / / / / / / / /////////// 1//// ///I / ELECTRICAL V SCALE: 1/4" = 3 NORTH CENTER LINE OF STEEL POST HSS 2"x2"x3/16" POST (4) 1/2"0 ANCHOR BOLTS SET IN SLAB W/ HILTI HY 150 EPDXY 1/2" BASE PLATE HSS 2"x2"x3/16" POST (4) 1/2"0 ANCHOR BOLTS SET IN SLAB W/ HILTI HY 150 EPDXY 1/2" BASE PLATE SLAB 119 38 SQFT DETAIL - LOW WALL BRACING SCALE: 3" = 1'-0" T.O. DISPLAY WALL 1/2" FRT MDF SECURED TO WOOD STUDS TWO 4'x32' FIRE -RATED SHEATHING SECTIONS LAMINATED AND INSTALLED AT 16"O.C.- SEE DETAIL 1 cik 0'-0' T.O. SLAB 1 X 8 PAINTED WOOD CAP 4' FIRE -RATED PLYWOOD TOP PLATE PAINTED 1 X 6 CROWN ON BOTH SIDES OF WALL " FIRE -RATED PLYWOOD BOTTOM PLATE 2X4 P.T. FIRE RATED RUNNER HILTI X -U (SHANK WIDTH 0.157 IN) POWER- DRIVEN FASTENER @ 24" O.C. WITH 1 1/2" MIN. EMBED PARTITION TYPE SCALE: 3/4" = 1'-0" AFC) WALL TYPES LE SCALE: N.T.S. 1 5/8" DRYWALL SCRE AT 8" O.C. 2X4 P.T. FIRE -RATED RUNNER ATTACHED WITH HILTI X -U POWER DRIVEN FASTENER AT 24" O.C. MIN. 1 1/2" EMBED ATTACH SLIP TRACK TO RUNNER W/ #10 SCREWS BOTH SIDE OF EACH STUD. TRACK TO ALLOW 1/2" SLIP 10" 3 5/8" METAL STUD AT 24" 0.0 ATTACH PANELS TO BACK WALL WITH DRYWALL SCREWS AT 12" O.C. FACE OF EXTERIOR WALL 113" 8 i EXISTING STRUCTURAL PILASTERS SEE PLAN _ T.O. DISPLAY WALL 0'-0" T.O. SLAB PARTITION TYPE SCALE: 3/4" = 1'-0" 4 WALL SECTION 2X4 P.T. FIRE -RATED STUD (2) LAYERS OF 3/4" FIRE RATED PLYWOOD 2X4 P.T. FIRE -RATED RUNNER SCALE: 1 "=1'-0" 1 X 8 PAINTED WOOD CAP 4' FIRE -RATED PLYWOOD TOP PLATE PAINTED 1 X 6 CROWN ON BOTH SIDES OF WALL 1/2" FRT MDF SECURED TO LAMINATED TWO 4'x32' FIRE -RATED SHEATHING SECTIONS LAMINATED AND INSTALLED AT 16" O.C. - SEE DETAIL 1 FIRE -RATED PLYWOOD BOTTOM PLATE 2X4 P.T. FIRE -RATED RUNNER HILTI X -U (SHANK WIDTH 0.157 IN) POWER DRIVEN FASTENER @ 24" O.C. WITH 1 1/2" MIN. EMBED SAME AS TYPE 3 EXCEPT 12'-0" HIGH DESIGN CENTER THIS AREA WILL BE CONSTRUCTED BY FLOOR AND DECOR STORE SET-UP CONTRACTOR 10'-O_A. T.O. DISPLAY WALL 10" PARTITION TYPE EXISTING STRUCTURAL PILASTERS 1 X 8 PAINTED WOOD CAP " FIRE -RATED PLYWOOD TOP PLATE 3" DECORATIVE MOULDING WALL BRACING REFER TO DETAIL 4 FACE OF EXTERIOR WALL 1/2" FRT MDF SECURED TO WOOD STUDS TWO 4'x32' FIRE -RATED SHEATHING SECTIONS LAMINATED AND INSTALLED AT 16" O.C. 4' FIRE -RATED PLYWOOD BOTTOM PLATE 2X4 P.T. FIRE RUNNER SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com 11273 REGISTERED ARCHITECT ' E H. REINDERSMA STATE OF WASHINGTON (0 iz a) E 00 oa� Drive, Suite #400 HILTI X -U (SHF WIDTH 0.157 I� POWER DRIVE FASTENER @' O.C. WITH 1 1/ EMBED ATREVIEWED FOR CODE COMPLIANC APPROVED NK OCT 0 6 2017 " MIICity of Tukwila BUILDING DIVISIC RECEIVED CITY OF -t UKWILA AUG 11 2011 PERMIT CENTER E key plan: date: 08/10/2011 issued for: FOR PERMIT revision no.: date: job no.: 11-021 sheet title: ENLARGED DESIGN CENTER PLAN sheet no.: A900 TUS :30144:36- FRAME C3 X3.5 COLUMNS- 144" HIGHX 36" DEEP 1-1/4"X 1-1/4" X 1/8" ANGLE DIAGONAL AND 1-1/2" X 1-1/2' X 1/8" HORIZONTAL BRACING TUS :3014442- FRAME C3 X3.5 COLUMNS- 144" HIGHX 42" DEEP. 1-1/4"X 1-1/4" X 1/8" ANGLE DIAGONAL AND 1-1/2" X 1-1/2' X 1/8" HORIZONTAL BRACING FLOOR PLAN LEGEND 5/8" FRT PLYWOOD, FINISH w/ J -MOULD CONTINUOUS ON TOP SIDES AND EXPOSED EDGES. PAINT TO MATCH WALL (ONLY OCCURS BEHIND RACKS) HOLD PLYWOOD BACK 3'-0" FROM OPENINGS. SAFETY CLIP SAKE REINDERSMA ARCH ITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com FRONT VIEWS 96" WIDE BAYS- P64876096, 4-718" X 96" STEP BEAM 16 GA, 3 RIVET CONNECTOR- GAP 6620# /PAIR 120" WIDE BAYS- PB5506120, 5-112" X 120" STEP BEAM. 16 GA., 4 RIVET CONNECTOR- CAP 6480#/PAIR. 144" WIDE BAYS- P8600:3144, 5-718" X 96" STEP BEAM 1:3 GA 4 RIVET CONNECTOR- CAP 5890#/PAIR NOTE: ELEVATIONS MAY VARY SLIGHTLY BACK TO BACK FRAME END VIEW WAREHOUSE RACK SCALE: N.T.S. WEDGE ANCHOR DETAIL (1) 1-1/2" X4-1/2" HILTIKWIK BOLT TZ ANCHOR PER BASE PLATE- MINIMUM EMBEDMENT 3-1/4" ANCHORAGE SHALL BE DESIGNED BY RACK SUPPLIER, INCLUDING SEISMIC LOADS. WHERE REQUIRED BYAHJ CALCULATIONS SHALL BE SUBMITTED, SIGNED AND SEALED BY STRUCTURAL ENGINEER IN THE PROJECT STATE. NOTE:VERIFY COMPONENTS, DIMENSIONS, AND ANCHORAGE WITH RACK SUPPLIER BASE PLATE DETAIL VINYL BASE AT SALES FLOOR AREA TO EXTEND A MINIMUM OF TEN (10) LINEAR FEET FROM ALL OPENINGS. SAKE H. REINDERSMA STATE OF WASHINGTON TYPICAL RACK DETAILS SHOWN FOR INFORMATION ONLY. TYP. BEAM TO COLUMN DETAIL 46'-112' 14'-101" c>s 0 2 a) E 7 .\ 71 7 7 7 \7 \71 /N I\ 7 7 i -X -I 7, XI 2 XI AN/\71N/1\Aid\/1\71 \/NV�\V\JL� 71N/ 711\7r\7r\71 '<X7X/\7 7I\71\71\71\71NA\71 1-\0000 010100 V i/ \V \I/ / \J/ � f\/J\/I\7\/ \/\/1\/\/ /\/\/V/\I /\I�v/ iG E'GryG \V \ 1/ / \'i7G7 2%I / 7\7 I\i—I\71\/ / NV V \V V/ NI/ NIC \V JV \I/ SIV \I I\//\/\7 SI I/\/SII/\V\JV\/N \7I /I\71\/ NIL \/\V V/ \V\ N /f\ 71\ 7r\ 7N /1\ /\7 71\ /\ 7 /NL\ /N/N/ \ \I/ / GOIN /\/\7 7\71\/ SEPARATE STORAGE RACK PERMIT REQUIRED All rack storage fixtures over 5'-9" high shall be installed under the provisions of a separate storage rack building permit. All rack storage fixtures greater than 8 -feet high shall have the method of anchorage/bracing designed by a professional engineer. Periodic special inspection is required in all cases during the anchorage of racks over 8 -feet in height. Special inspection requirements shall be specified on the rack permit plan. 0 • 721/N77 IL V/ 117 JL \V \ \/\XX/ 1001EX/ \X71\71\/ AI\/\7r\A\7N/N7 16'-114' REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 6 2017 1/A900 HI RECEIVED CITY OF TU KWILA AUG 11 2017 PERMIT CENTER NORTH 0 0 0 a) - date: OS/IO/2011 issued for: FOR PERMIT revision no.: date: job no.: I1-021 sheet title: MERCHANDISE PLAN sheet no.: F100 A. BUILDING CODE: 1. CITY OF TUKWILA: 2015 INTERNATIONAL BUILDING CODE B. DESIGN LOADS: 1. ROOF LIVE LOAD = 20 PSF (ON HORIZONTAL PROJECTION, REDUCIBLE) OR 300 lbs. CONCENTRATED, WHICHEVER PRODUCES THE GREATER LOAD EFFECTS 2. NEW ROOF DEAD LOAD = 20 PSF 3. ROOF SNOW LOAD: a. GROUND SNOW LOAD = 25 MPH b. ROOF SNOW LOAD = 20 PSF c. THERMAL FACTOR, Ct =1.0 d. EXPOSURE FACTOR, Ce = 1.0 e. IMPORTANCE FACTOR, I =1.0 4. I.B.C. WIND DESIGN DATA a. ULTIMATE DESIGN WIND SPEED Vult=110 MPH b. RISK CATEGORY II c. EXPOSURE 'C' d. INTERNAL PRESSURE COEF. = +/- 0.18 e. COMPONENT AND CLADDING DESIGN ; 25 psf 4. I.B.C. SEISMIC DESIGN DATA a. Ss=1.439; S1=0.536; SDS= 0.959; SD1=0.536 b. IMPORTANCE FACTOR 1=1.0 c. RISK CATEGORY II d. SEISMIC DESIGN CATEGORY 'D' e. SITE CLASS 'D' f. SEISMIC FORCE RESISTING SYSTEM; SPECIAL REINFORCED MASONRY SHEAR WALLS, R=5.0 g. DESIGN BASE SHEAR = Cs x W h. SEISMIC RESPONSE COEFFICIENT, CS=.192 i. EQUIVALENT LATERAL FORCE PROCEDURE C. GENERAL: 1. STRUCTURAL NOTES SHALL BE USED ALONG WITH THE PROJECT/SPECIFICATION MANUAL. WHERE THE STRUCTURAL NOTES, DRAWINGS OR SPECIFICATIONS DISAGREE, THE CONTRACTOR MAY REQUEST A CLARIFICATION DURING THE BIDDING PERIOD. OTHERWISE THE MORE STRINGENT REQUIREMENTS SHALL CONTROL. 2. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. 3. VERIFY/COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO COMMENCING WORK. DO NOT USE SCALED DIMENSIONS. 4. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. DO NOT PENETRATE ANY STRUCTURAL ELEMENTS (BEAMS, COLUMNS, WALLS, FOUNDATIONS, SLABS, STEEL DECKS, ETC.) WITHOUT PRIOR WRITTEN APPROVAL OF STRUCTURAL ENGINEER THROUGH ARCHITECT. 5. NOTES AND STRUCTURAL DETAILS ON THE DRAWINGS ARE APPLICABLE WHERE INDICATED BY SECTION CUT, BY NOTE OR BY DETAIL TITLE AND SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. PROVIDE SIMILAR DETAILS AT SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. THE CONTRACTOR MAY REQUEST A CLARIFICATION DURING THE BIDDING PERIOD OTHERWISE THE MORE STRINGENT REQUIREMENTS SHALL CONTROL. 6. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CHANGES NECESSARY IF HE CHOOSES AN OPTION AND HE SHALL COORDINATE ALL DETAILS. 7. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. 8. THE CONTRACTOR IS RESPONSIBLE FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK THAT CONFORMS WITH THE REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) SAFETY AND HEALTH STANDARDS FOR THE CONSTRUCTION INDUSTRY. 9. EXISTING CONDITIONS: CONTRACTOR SHALL VERIFY IN THE FIELD ALL DIMENSIONS AND CONDITIONS OF THE EXISTING STRUCTURE PRIOR TO BEGINNING ANY PERTINENT WORK. NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS. 10. ANY CHANGES MADE DURING CONSTRUCTION THAT ARE NOT IN COMPLIANCE WITH THE PERMITTED DRAWINGS REQUIRES A DESIGN ANALYSIS AND DRAWING REVISION BY THE STRUCTURAL ENGINEER OF RECORD AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL FOR PERMIT REVISION APPROVAL. 11. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOADS LISTED ABOVE. 12. DEMOLITION: a. CONTRACTOR SHALL VERIFY IN THE FIELD ALL EXISTING CONDITIONS. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE ARCHITECT/ENGINEER PRIOR TO CONTINUING ANY WORK. b. CONTRACTOR SHALL EXERCISE EXTREME CARE DURING DEMOLITION TO AVOID DAMAGING THOSE PORTIONS OF THE STRUCTURE TO REMAIN. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY OF ANY DAMAGE TO THE STRUCTURE TO REMAIN. c. ALL METHODS USED SHALL BE CAREFULLY PLANNED AND SHALL BE APPROPRIATE TO THE WORK TO BE DONE. THE EXISTING STRUCTURE TO REMAIN SHALL NOT BE SUBJECTED TO ANY SUDDEN OR EXCESSIVE FORCES WHICH MIGHT ADVERSELY AFFECT THE INTEGRITY OF THE STRUCTURE. d. WHERE EXISTING CONCRETE OR MASONRY IS TO BE REMOVED SAW CUT BETWEEN THE STRUCTURE TO REMAIN AND THAT TO BE REMOVED UNLESS NOTED OTHERWISE. WHERE NEW DOORS OR OTHER OPENINGS ARE TO BE CUT INTO EXISTING WALLS OR SLABS A MINIMUM 6" DIAMETER CORE HOLE SHALL BE DRILLED INTO EACH CORNER. THE SAW CUT SHALL BE BETWEEN THE CORE HOLES. NO OVER CUTTING INTO THE STRUCTURE TO REMAIN SHALL BE PERMITTED. 13. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED. D. FOUNDATIONS: 1. PER SOILS INVESTIGATION REPORT BY "TERRACON CONSULTANTS, INC", PROJECT NO. 81175017, DATED APRIL 13, 2017. 2. ALL FOOTINGS ARE TO BE FOUNDED AT NOT LESS THAN 1'-6" BELOW LOWEST ADJACENT FINISH FLOOR OR FINISH GRADE WITHIN 5'-0" OF THE PERIMETER OF THE BUILDING, (LOWER DEPTH GOVERNS), ONTO UNDISTURBED EXISTING SUBSOILS OR ENGINEERED FILL HAVING A MINIMUM BEARING CAPACITY OF 2000 PSF. 3. WHERE FOOTINGS ARE FOUNDED ON COMPACTED FILL THE LIMITS OF COMPACTION AND THE PERCENT OF COMPACTION ARE TO BE PER THE ABOVE REFERENCED SOIL REPORT. 4. WALLS THAT ARE SHOWN RESTRAINED AT THE TOP SHALL NOT BE BACKFILLED UNTIL THE STRUCTURE PROVIDING RESTRAINT IS IN PLACE AND HAS ATTAINED DESIGN STRENGTH. CONTRACTOR IS RESPONSIBLE FOR DESIGN AND INSTALLATION OF WALL BRACING FOR WALLS THAT ARE BACKFILLED PRIOR TO CONSTRUCTION OF TOP RESTRAINT. E. CONCRETE: 1. CONCRETE MATERIAL PROPERTIES: a. ALL CONCRETE TO BE A MINIMUM OF 3000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. b. FOR ALL INTERIOR SLAB ON GROUND CONCRETE, REFERENCE SPECIFICATION SECTION 3310. c. ALL CONCRETE CONSTRUCTION SHALL COMPLY WITH ACI -318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" AND ACI -301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". USE LATEST ADOPTION OF ACI. d. AGGREGATE SIZE: 1" MAXIMUM FOR FOOTINGS, CAISSONS, AND OTHER MASS CONCRETE; 3/4" MAXIMUM FOR OTHER CONCRETE. 2. MAXIMUM SLUMP TO BE 41/2". 3. CONCRETE CONTAINING SUPERPLATICIZING ADMIXTURE SHALL HAVE A SLUMP NOT EXCEEDING 3", TO BE FIELD VERIFIED, PRIOR TO ADDING ADMIXTURE, AND NOT EXCEEDING 8" AT PLACEMENT. 4. ADMIXTURES ARE NOT PERMITTED IN THE CONCRETE MIX WITHOUT PRIOR WRITTEN APPROVAL. 5. ADDITION OF WATER TO THE BATCH FOR MATERIAL WITH INSUFFICIENT SLUMP WILL NOT BE PERMITTED, UNLESS THE SUPPLIER HAS SPECIFICALLY WITHHELD WATER FROM THE BATCH AT THE PLANT. IN SUCH CASE THE MIX DESIGN AND TRUCK TICKET MUST CLEARLY STATE THE MAXIMUM AMOUNT OF WATER THAT CAN BE ADDED TO THE BATCH ON SITE. IN NO CASE SHALL THE DESIGN WATER TO CEMENTITIOUS MATERIAL RATIO BE EXCEEDED. 6. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AROUND UNDER -FLOOR DUCTS, SLAB EDGES, REINFORCING, KEYS, ETC. 7. CAST SLABS ON GROUND WITH CONSTRUCTION AND CONTROL JOINTS IN ACCORDANCE WITH STANDARD ENGINEERING AND CONSTRUCTION PRACTICES AND AS SHOWN ON THE PLANS. THE ENCLOSED AREA OF THE JOINTS SHALL NOT EXCEED 144 SQUARE FEET. 8. SUBMIT CONCRETE MIX DESIGNS FOR REVIEW. 9. MAXIMUM FREE DROP OF ANY CONCRETE 6'-0". 10. SPACING OF CONSTRUCTION JOINTS OR CONTROL JOINTS IN WALLS EXPOSED TO VIEW SHALL NOT EXCEED 40 FEET UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. 11. PROVIDE EXTRA REINFORCING AROUND ALL OPENINGS EXCEEDING 24 INCHES SQUARE OR ROUND IN ALL SLABS AND WALLS EQUAL TO TWO #5 BARS ON FOUR SIDES AND EXTEND TWO FEET BEYOND THE OPENING. 12. STEEL REINFORCEMENT IN CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH SHALL HAVE A CLEAR COVER OF 3 INCHES. STEEL REINFORCEMENT IN FORMED CONCRETE EXPOSED TO EARTH OR WEATHER SHALL HAVE A CLEAR COVER OF 2 INCHES FOR #6 AND LARGER BARS AND A CLEAR COVER OF 1 1/2 INCHES FOR #5 BARS AND SMALLER. ALL OTHER CLEAR COVER CASES PER THE LATEST EDITION OF ACI 318. 13. PROVIDE A 3/4" CHAMFER ON ALL EXPOSED CORNERS OF CONCRETE UNLESS NOTED OTHERWISE. 14. PROVIDE CLASS B LAP SPLICES FOR ALL REINFORCING UNLESS NOTED OTHERWISE. 15. PROVIDE BENT CORNER BARS TO MATCH LAP WITH HORIZONTAL BARS AT ALL CORNERS AND INTERSECTIONS. 16. LAPS IN WELDED WIRE FABRIC SHALL BE MADE SO THAT THE OVERLAP, MEASURED BETWEEN OUTERMOST CROSS WIRES OF EACH FABRIC SHEET, IS NOT LESS THAN THE SPACING OF CROSS WIRES PLUS 2" OR A MINIMUM OF 6". 17. PROVIDE ISOLATION JOINTS AROUND ALL COLUMNS AT ALL EXPOSED SLAB ON GRADE AREAS. GENERAL STRUCTURAL NOTES F. DRYPACK/FLOWABLE GROUT 1. THE SPACE BENEATH ALL BASEPLATES AND BEARING PLATES SHALL BE OF THOROUGHLY CLEANED BEFORE DRYPACKING OR GROUTING. DRYPACK/GROUT SOLID BENEATH ALL BASEPLATES AND BEARING PLATES. NO VOIDS ARE PERMISSIBLE. USE OF DRYPACK OR FLOWABLE GROUT IS AT THE CONTRACTORS OPTION UNLESS SPECIFICALLY NOTED ON THE PLANS OR DETAILS. DRYPACK/GROUT PER THE FOLLOWING: a. DRYPACK - PORTLAND CEMENT, ASTM C150, TYPE I; AND CLEAN, NATURAL SAND, ASTM C404, SIZE NO. 2. MIX AT RATIO OF 1 PART CEMENT TO 2 1/2 PARTS SAND, BY VOLUME, WITH MINIMUM WATER REQUIRED FOR PLACEMENT AND HYDRATION. MINIMUM COMPRESSIVE STRENGTH SHALL BE 5000 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C1107. b. FLOWABLE GROUT- PREMIXED, NONMETALLIC, NONCORROSIVE, NONSTAINING GROUT CONTAINING SELECTED SILICA SANDS, PORTLAND CEMENT, SHRINKAGE COMPENSATING AGENTS, PLASTICIZING AND WATER -REDUCING AGENTS, COMPLYING WITH ASTM C1107, OF CONSISTENCY SUITABLE FOR APPLICATION, AND A 30 MINUTE WORKING TIME. MINIMUM COMPRESSIVE STRENGTH SHALL BE 5000 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C1107. G. REINFORCING STEEL: 1. ALL BARS #4 AND LARGER TO BE ASTM A 615, GRADE 60. ALL #2 AND #3 BARS TO BE ASTM A 615, GRADE 40. DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH ACI -318, LATEST ADOPTION. ALL MASONRY BARS TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH ACI -530. 2. WELDED WIRE FABRIC TO BE IN ACCORDANCE WITH ASTM A 185. 3. ALL BARS INDICATED ON THE PLANS TO BE WELDED SHALL CONFORM TO ASTM A 706 (GRADE 60). 4. MASONRY WIRE JOINT REINFORCING TO BE ASTM A 82. 5. POST -TENSIONING TENDONS SHALL BE 1/2" DIAMETER SEVEN WIRE STRAND CONFORMING TO ASTM A 416, GRADE 270, LOW RELAXATION. 6. ALL REINFORCING SHALL BE CHAIRED TO ENSURE PROPER CLEARANCES. SUPPORT OF FOUNDATION REINFORCING MUST PROVIDE ISOLATION FROM MOISTURE/CORROSION BY USE OF A PLASTIC OR CONCRETE CHAIR. DUCT -TAPED COVERED REINFORCING IS NOT AN ACCEPTABLE CHAIR. 7. WELDING OF STIRRUPS, TIES, INSERTS OR OTHER SIMILAR ELEMENTS TO LONGITUDINAL REINFORCEMENT IS NOT PERMITTED. H. MASONRY: 1. MASONRY UNIT PROPERTIES a. MEDIUM WEIGHT (115 PCF MAX.) HOLLOW C.M.U. TO BE ASTM C 90. THE BLOCK SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI. AND THE MORTAR SHALL BE TYPE "5". GROUT FILL TO BE A MINIMUM OF 2000 PSI AT 28 DAYS PER ASTM C 476. THESE REQUIREMENTS SHALL RESULT IN Afm WITH A MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI AT 28 DAYS. b. ALL MASONRY CONSTRUCTION SHALL COMPLY WITH ACI -530.1 "SPECIFICATIONS FOR MASONRY STRUCTURES". USE LATEST ADOPTION OF ACI. 2. MASONRY REINFORCING: a. 8" C.M.U. WALLS ARE TO HAVE #5 SPACED PER PLANS, WITH #5 VERTICALS CENTERED IN WALL AT ALL CORNERS, ENDS, JAMBS, INTERSECTIONS AND BOTH SIDES OF CONTROL JOINTS, TYPICAL UNLESS NOTED OTHERWISE. b. HORIZONTAL JOINT REINFORCING IS TO BE STANDARD JOINT REINFORCING AT 16" O.C. (MINIMUM 2-#9 GAGE WIRES). c. ADDITIONAL VERTICAL REINFORCING SHOWN ON PLAN IS IN LIEU OF TYPICAL REINFORCING. PLACE ONE BAR PER CELL IN SOLID GROUT. EXTEND BARS A MINIMUM OF 31" BEYOND THE FLOOR OR ROOF LEVEL ABOVE. d. BUILDING WALLS ARE TO HAVE 2 #5 BARS CONTINUOUS IN A MINIMUM 8" DEEP BOND BEAM AT ALL ROOF AND FLOOR LEVELS UNLESS NOTED OTHERWISE. WRAP BAR WITH MASTIC TAPE FOR 1'-6" ON EACH SIDE OF MASONRY CONTROL JOINT. e. BUILDING WALLS ARE TO HAVE 1 #5 BAR CONTINUOUS IN A MINIMUM 8" DEEP BOND BEAM AT THE TOP OF ALL PARAPETS UNLESS NOTED OTHERWISE. f. PROVIDE A MINIMUM OF 2 #4 BARS X (THE WIDTH OF THE OPENING PLUS 4'-0") IN A MINIMUM 8" DEEP BOND BEAM BELOW ALL WINDOW AND MECHANICAL OPENINGS UNLESS NOTED OTHERWISE. HORIZONTAL REINFORCEMENT LAPS SHALL BE 45 INCHES. MASONRY COVER AND ADJACENT REINFORCEMENT CLEAR SPACING SHALL BE 2 INCHES MINIMUM. h. BOND BEAM REINFORCING IS TO BE CONTINUOUS THROUGH CONTROL JOINTS. DISCONTINUE TYPICAL JOINT REINFORCING. i. VERTICAL REINFORCEMENT LAPS SHALL BE 32" FOR SINGLE MAT AND 45" FOR DOUBLE MAT UNLESS NOTED OTHERWISE. WHERE BARS ARE OFFSET THE MINIMUM LAP SHALL BE AS STATED ABOVE PLUS THE DISTANCE OFFSET. 3. MASONRY LINTELS: a. ALL REINFORCING IS TO EXTEND A MINIMUM OF 2'-0" BEYOND THE JAMB AND TO BE GROUTED SOLID FOR THE ENTIRE DEPTH INDICATED. b. ALL CONCRETE MASONRY UNITS USED IN THE LENGTH ARE TO BE "OPEN-END" TYPE, TO INSURE FULLY GROUTED HEAD JOINTS. c. ALL LINTELS ARE TO BE PROPERLY SHORED FOR THEIR WEIGHT PLUS ANY CONSTRUCTION LOADS AND LATERALLY BRACED TO PREVENT ANY LATERAL MOVEMENT FOR A MINIMUM OF 7 DAYS AFTER GROUTING, UNLESS NOTED OTHERWISE. 4. MASONRY GROUTING PROCEDURES: a. GROUTED MASONRY SHALL BE CONSTRUCTED IN SUCH A MANNER THAT ALL ELEMENTS OF THE MASONRY ACT TOGETHER AS A STRUCTURAL ELEMENT. ALL GROUTING PROCEDURES SHALL CONFORM TO ACI 530. b. PRIOR TO GROUTING, THE GROUT SPACE SHALL BE CLEANED SO THAT ALL SPACES TO BE FILLED WITH GROUT DO NOT CONTAIN MORTAR PROJECTIONS GREATER THAN 1/2", MORTAR DROPPINGS OR OTHER FOREIGN MATERIAL. c. GROUT MATERIALS AND WATER CONTENT SHALL BE CONTROLLED TO PROVIDE ADEQUATE FLUIDITY FOR PLACEMENT, WITHOUT SEGREGATION OF THE CONSTITUENTS AND SHALL BE MIXED THOROUGHLY. SEGREGATION OF THE GROUT MATERIALS AND DAMAGE TO THE MASONRY SHALL BE AVOIDED DURING THE GROUTING PROCESS. d. THE GROUTING OF ANY SECTION OF WALL SHALL BE COMPLETED IN ONE DAY WITH NO INTERRUPTIONS GREATER THAN ONE HOUR. e. BETWEEN GROUT POURS, A HORIZONTAL CONSTRUCTION JOINT SHALL BE FORMED BY STOPPING ALL WYTHES AT THE SAME ELEVATION AND WITH THE GROUT STOPPING A MINIMUM OF 1 1/2 INCHES BELOW A MORTAR JOINT, EXCEPT AT THE TOP OF THE WALL. WHERE BOND BEAMS OCCUR, STOP GROUT POUR A MINIMUM OF 1/2 INCH BELOW THE TOP OF THE MASONRY. f. ALL CELLS AND SPACES CONTAINING REINFORCING BARS SHALL BE FILLED WITH GROUT. GROUT SHALL BE PLACED SO THAT ALL SPACES TO BE GROUTED DO NOT CONTAIN VOIDS. GROUT SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION DURING PLACING BEFORE LOSS OF PLASTICITY IN A MANNER TO FILL THE GROUT SPACE AND RECONSOLIDATED AFTER EXCESS MOISTURE HAS BEEN ABSORBED, BUT BEFORE WORKABILITY LOST. GROUT POURS GREATER THAN 12 INCHES SHALL BE RECONSOLIDATED BY MECHANICAL VIBRATION TO MINIMIZE VOIDS DUE TO WATER LOSS. GROUT POURS 12 INCHES OR LESS IN HEIGHT SHALL BE MECHANICALLY VIBRATED, OR PUDDLED. h. WHERE GROUT POUR HEIGHT EXCEEDS 5 FEET, CLEANOUTS SHALL BE PROVIDED IN THE BOTTOM COURSE AT EVERY VERTICAL BAR LOCATION BUT SHALL NOT BE SPACED MORE THAN 32 INCHES ON CENTER FOR SOLID GROUTED MASONRY. GROUT SHALL BE PLACED IN GROUT LIFTS NOT TO EXCEED 5 FEET. FOLLOWING WATER LOSS ABSORBED BY MASONRY UNITS, A SUBSEQUENT LIFT MAY BE PLACED. GROUT POUR HEIGHTS SHALL NOT EXCEED 16 FEET IN HEIGHT. i. REINFORCING SHALL BE CONTINUOUS THE FULL HEIGHT OF THE GROUT POUR PLUS ANY REQUIRED LAP ABOVE. REINFORCEMENT SHALL BE SECURED AGAINST DISPLACEMENT PRIOR TO GROUTING BY WIRE POSITIONERS OR OTHER SUITABLE DEVICES AT INTERVALS NOT TO EXCEED 200 BAR DIAMETERS NOR 10 FEET. TOLERANCE FOR THE PLACEMENT OF STEEL IN WALLS AND FLEXURAL ELEMENTS SHALL BE PLUS OR MINUS 1/2 INCH FOR "d" EQUAL TO 8 INCHES OR LESS, PLUS OR MINUS ONE INCH FOR "d" EQUAL TO 24 INCHES OR LESS BUT GREATER THAN 8 INCHES, AND PLUS OR MINUS 1 1/4 INCH FOR "d" GREATER THAN 24 INCHES. g. g. I. POST INSTALLED ANCHORS 1. EXPANSION AND EPDXY ANCHORS ARE TO BE USED ONLY AS EXPLICITLY SHOWN ON PLANS AND DETAILS OR BY PRIOR APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD AND THE BUILDING OFFICIAL. 2. MANUFACTURER'S INSTALLATION TRAINING AND CERTIFICATION IS REQUIRED ON ALL POST -INSTALLED ANCHORS FOR ANCHOR INSTALLER. 3. ALL CONCRETE OR MASONRY SHALL BE AT ITS SPECIFIED DESIGN STRENGTH AT THE TIME OF INSTALLATION. 4. CONCRETE: a. EXPANSION ANCHORS ARE TO BE SIMPSON "STRONG BOLT 2 WEDGE ANCHOR" INSTALLED IN ACCORDANCE WITH ICC ESR -3037. b. SCREW ANCHORS ARE TO BE SIMPSON "TITEN HD" ANCHORS INSTALLED IN ACCORDANCE WITH ICC ESR -2713. INTERIOR APPLICATIONS ONLY. c. EPDXY ANCHORS ARE TO BE ASTM A307 GRADE A THREADED ROD WITH SIMPSON "SET -XP ADHESIVE ANCHOR SYSTEM" EPDXY IN CURED CONCRETE INSTALLED IN ACCORDANCE WITH ICC ESR -2508 OR SIMPSON "AT -XP FAST CURING ADHESIVE ANCHOR SYSTEM" EPDXY IN CURED CONCRETE INSTALLED IN ACCORDANCE WITH IAPMO UES ER -263. 5. SOLID GROUTED MASONRY: a. EXPANSION ANCHORS ARE TO BE SIMPSON "STRONG BOLT 2 WEDGE ANCHOR" INSTALLED IN ACCORDANCE WITH ICC IAPMO UES ER -240. b. SCREW ANCHORS ARE TO BE SIMPSON 'TITEN HD" ANCHORS INSTALLED IN ACCORDANCE WITH ICC ESR -1056. INTERIOR APPLICATIONS ONLY. c. EPDXY ANCHORS ARE TO BE ASTM A307 GRADE A THREADED ROD WITH SIMPSON "SET -XP" ADHESIVE ANCHOR SYSTEM" EPDXY IN SOLID GROUTED CELLS INSTALLED IN ACCORDANCE WITH IAPMO UES ER -265 OR SIMPSON "AT -XP" FAST CURING ADHESIVE ANCHOR SYSTEM" EPDXY IN SOLID GROUTED CELLS INSTALLED IN ACCORDANCE WITH IAPMO UES ER -281. J. STRUCTURAL AND MISC. STEEL: 1. MATERIAL PROPERTIES: a. TO BE ASTM A 36 UNLESS NOTED OTHERWISE. b. ALL W SHAPES TO BE ASTM A 572, GRADE 50, OR ASTM A 992 GRADE 50. c. PIPE COLUMNS TO BE ASTM A 53, TYPE E OR TYPE S, GRADE B, Fy = 35 KSI. d. SQUARE OR RECTANGULAR HSS TUBES TO BE ASTM A 500, GRADE C, Fy = 50 KSI. e. ROUND HSS TUBES TO BE ASTM A 500, GRADE C, Fy = 46 KSI. f. ALL STEEL TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH A.I.S.C. "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS". USE LATEST ADOPTION OF AISC. STEEL FURNISHED FOR STRUCTURAL LOAD CARRYING PURPOSES SHALL BE PROPERLY IDENTIFIED FOR CONFORMITY TO THE ORDERED GRADE IN ACCORDANCE WITH THE SPECIFIED ASTM STANDARD. ALL IN ACCORDANCE WITH I.B.C., SECTION 2203.1. 2. ALL STRUCTURAL STEEL SHALL BE FABRICATED BY A FABRICATOR WITH ANY ONE OF THE FOLLOWING MINIMUM QUALIFICATIONS. QUALIFICATIONS SHALL BE IN EFFECT AT TIME OF BID. a. INTERNATIONAL ACCREDITATION SERVICE, INC. (IAS) APPROVED FABRICATOR. b. AISC CERTIFIED FABRICATOR (STD). 3. FABRICATOR SHALL SUBMIT DOCUMENTATION OF THEIR CERTIFICATION WITH THE FIRST SHOP DRAWING SUBMITTAL. 4. STEEL FABRICATOR TO COORDINATE ALL BRACING, PLATES, ERECTION BOLTS, ETC. WITH THE STEEL JOIST MANUFACTURER AND STEEL ERECTOR. 5. STRUCTURAL STEEL FRAMING: THE STEEL FRAMING IS A "NON -SELF-SUPPORTING STEEL FRAME". THE ERECTOR SHALL COMPLY WITH THE PROVISIONS OF THE AISC CODE OF STANDARD PRACTICE. ALL GUYS AND TEMPORARY SUPPORTS SHALL REMAIN IN PLACE UNTIL ALL MASONRY WALLS AND THE CONNECTIONS OF THE STEEL TO THE MASONRY WALLS ARE COMPLETE. 6. WELDING: FOR STRUCTURAL STEEL TO BE IN ACCORDANCE WITH A.W.S. REQUIREMENTS FOR E70XX ELECTRODES. 7. BOLTS: a. ALL BOLTS TO BE ASTM A 325-N T.C. UNLESS NOTED OTHERWISE. b. BOLTS AT COLUMN CAP PLATES AND WALL BEARING PLATES TO BE ASTM A307 c. ANCHOR RODS SHALL BE ASTM F 1554 GRADE 36. ANCHOR RODS SHALL BE PROTECTED FROM TRAFFIC OR USE WHICH MAY DAMAGE THEM IN ANY WAY. 8. HEADED STUD SHEAR CONNECTORS: TO BE ASTM A 108. 9. DEFORMED BAR ANCHORS: TO BE ASTM A 496. g. K. METAL ROOF DECK: 1. TO BE PAINTED AND OF THE TYPE AND GAUGES CALLED FOR ON THE DRAWINGS, MANUFACTURED AND ERECTED PER S.D.I. AND IAPMO UNIFORM ES #217 2. ALL METAL ROOF DECK SHALL BE CONTINUOUS OVER 2 OR MORE SPANS. 3. STEEL DECK INSTITUTE SPECIFICATIONS AND RECOMMENDATIONS APPLY EXCEPT AS OTHERWISE NOTED. 4. MINIMUM ALLOWABLE DIAPHRAGM SHEAR PER ICC REPORT SHALL BE 561 PLF. ERECT IN ACCORDANCE WITH THE REPORT TO MEET THE REQUIRED SHEAR SPECIFIED ABOVE, EXCEPT THAT IN NO CASE SHALL THE ATTACHMENT BE SPACED GREATER THAN 12" O.C. AT ALL SUPPORTS AND EDGES, NOR SHALL CONNECTIONS BETWEEN PARALLEL EDGES BE MORE THAN 12" O.C. OPENING EDGES SHALL RECEIVE THE SAME ATTACHMENTS REQUIRED AT DECK ENDS OR 6" O.C. MAXIMUM SPACING. 5. PROVIDE MINIMUM 2" END LAP TO DECK SHEETS CENTERED OVER SUPPORTS. 6. SUBMIT SHOP DRAWINGS SHOWING THE ERECTION PROCEDURE AND CONNECTION PATTERN, THE ICC REPORT NUMBER, AND THE DIAPHRAGM SHEAR CAPACITY FURNISHED. FABRICATE AFTER ARCHITECT'S REVIEW. 7. ALL METAL DECK IS TO BE WELDED WITH E6022 ELECTRODES UNLESS OTHER ELECTRODES ARE SPECIFICALLY APPROVED BY THIS ENGINEER. ALL WELDERS ARE TO HAVE "LIGHT -GAGE" CERTIFICATION PER A.W.S. REQUIREMENTS. L. COLD FORMED METAL FRAMING: 1. SHALL BE HI -TENSILE (Fy=50 KSI), DESIGNED, DETAILED AND FABRICATED IN ACCORDANCE WITH IBC STANDARD REFERENCES AISI S100, S200, S210, S211, S212, S213AND S214 ALONG WITH AISI "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF LIGHT GAUGE COLD -FORMED STEEL STRUCTURAL MEMBERS" LATEST ADOPTION AND THE STEEL STUD MANUFACTURERS ASOCIATION (SSMA) I.CC. REPORT # 3064P OR ENGINEER APPROVED EQUAL. 2. STANDARD SSMA "MILL" DESIGNATIONS AND THEIR CORRESPONDING SHEET METAL GAUGE ARE AS FOLLOWS: 22 MILLS 33 MILLS 43 MILLS 54 MILLS 68 MILLS 97 MILLS - 22 GAUGE - 20 GAUGE - 18 GAUGE - 16 GAUGE - 14 GAUGE - 12 GAUGE. 3. STEEL CHANNELS AND ZEE SECTIONS TO BE HIGH TENSILE, COLD -FORMED, STIFFENED EDGE SECTIONS DESIGNED IN ACCORDANCE WITH A.I.S.I. SPECIFICATIONS. STEEL SHALL MEET THE PHYSICAL REQUIREMENTS OF ASTM A 441. 4. EXTERIOR WALLS AND PARAPETS SPECIFIED AS METAL STUDS TO BE COLD -ROLLED SECTIONS AND SHALL BE DESIGNED, DETAILED AND FABRICATED IN ACCORDANCE WITH A.I.S.I. SPECIFICATION FOR THE DESIGN OF LIGHT GAUGE COLD -FORMED STEEL STRUCTURAL MEMBERS AND THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) I.CC. REPORT # 3064P OR ENGINEER APPROVED EQUAL. 5. MATERIALS: a. ALL FRAMING MEMBERS SHALL BE OF THE TYPE AND SIZE AS SHOWN ON THE DRAWINGS AND SPECIFICATIONS AND SHALL BE MANUFACTURED IN CONFORMANCE WITH THE STEEL STUD MANUFACTURER'S ASSOCIATION (SSMA) I.CC. REPORT # 3064P OR APPROVED EQUAL. b. ALL 14 AND 16 GAUGE STUDS AND JOISTS SHALL BE FORMED FROM STEEL MEETING THE MINIMUM REQUIREMENTS OF ASTM A 570, GRADE 50. c. ALL 14 AND 16 GAUGE TRACK AND BENT SHAPES, 18 AND 20 GAUGE STUDS SHALL BE FORMED FROM STANDARD COMMERCIAL STEEL WITH A MINIMUM YIELD POINT OF 33 KSI. d. ALL STRUCTURAL COMPONENTS SHALL BE GIVEN A COAT OF RUST RESISTING PAINT. FIELD ABRASIONS AND WELDS SHALL BE TOUCHED UP IN THE FIELD AFTER ERECTION. 6. PROVIDE BRIDGING AT A MAXIMUM OF 4'-0" o.c. OR PER STEEL STUD MANUFACTURER'S ASSOCIATION I.CC. REPORT # 3064P 7. SHOP DRAWINGS SHOWINMATERIAL PROPERTIES, SECTION PROPERTIES S AND FABRICATION SHALL BE SUBMITTED FOR REVIEW PRIOR TO CONSTRUCTION. 8. WALL FRAMING COMPONENTS SHALL BE PREFABRICATED INTO PANELS OF A SUITABLE SIZE FOR ERECTION. 9. ALL FRAMING SQUARELY OR AT AN ANGLE AS IN SHALL BE CUTS U COMPONENTSQ BRACING TO FIT FIRMLY AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD SECURELY IN PLACE UNTIL PROPERLY FASTENED. 10. ATTACHMENT OF COMPONENTS SHALL BE WELDED. ALL WELDS SHALL BE FILLET, PLUG, BUTT OR SEAM AS INDICATED ON THE DRAWINGS AND MADE WITH 3/32" AWS TYPE E 6013, E 6014, OR E 7014 ROD WITH A WELDING HEAT OF 60-110 AMPERES. WIRE FEED TYPE WELDER IS RECOMMENDED. M. WOOD: 1. DIMENSIONAL LUMBER: ALL TO BE GRADE STAMPED PER W.C.L.B. RULES. a. ALL WOOD TO BE D. FIR #2 UNLESS OTHERWISE NOTED. b. PURLINS TO BE D. FIR DENSE #1. c. FRAMING LUMBER TO HAVE A MINIMUM Fb OF 900 PSI AND A MINIMUM Fc OF 600 PSI. d. ALL WALL PLATES OR SILLS BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED D. FIR. e. ALL LUMBER SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 19 PERCENT AT THE TIME OF CONSTRUCTION. f. WOOD FRAMING MEMBERS SHALL NOT BE NOTCHED OR DRILLED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT. DO NOT SUSPEND ANY SPRINKLERS, PIPING, CEILINGS OR ANY OTHER ITEMS FROM 2x MEMBERS. 2. PLYWOOD: a. WHERE WALL SHEATHING IS APPLIED TO METAL STUDS, USE #8 FLATHEAD TEK SCREWS x 1" LONG, WITH A MINIMUM OF .292" HEAD DIAMETER, AT 6" O.C. AT PANEL EDGES, BLOCKING AND PERIMETER AND AT 12" O.C. AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES SHALL BE BLOCKED WITH 1 1/2" x 14 GAGE STRAPPING. ALL STUDS SHALL BE DOUBLED BACK TO BACK AT END OF WALLS b. ALL PLYWOOD SHALL BEAR THE STAMP OF AN APPROVED TESTING AGENCY. c. LAY UP PLYWOOD WITH FACE GRAIN PERPENDICULAR TO SUPPORTS; STAGGER JOINTS. d. ORIENTED STRAND BOARD (OSB) MAY NOT BE SUBSTITUTED FOR PLYWOOD WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT. g. N. SHOP DRAWINGS: 1. SHOP DRAWINGS ARE TO BE SUBMITTED FOR ALL STRUCTURAL ITEMS AND AS REQUIRED BY THE SPECIFICATIONS. CONTRACT DRAWINGS SHALL NOT BE REPRODUCED FOR USE AS SHOP DRAWINGS. 2. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW BY THE ENGINEER PRIOR TO FABRICATION. 3. CONTRACTOR SHALL REVIEW ALL AND STAMP ALL SHOP DRAWINGS AND PRODUCT DATA FOR CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS PRIOR TO SUBMITTAL. ALL ITEMS NOT IN ACCORDANCE WITH THE CONTRACT DRAWINGS SHALL BE SO NOTED UPON THE CONTRACTOR'S REVIEW. ANY SHOP DRAWINGS OR PRODUCT DATA NOT REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR WILL BE RETURNED WITHOUT REVIEW. 4. ANY SHOP DRAWING NOT CHECKED AND INITIALED BY THE SUPPLIER/DETAILER PRIOR TO SUBMITTING FOR ARCHITECTURAL AND ENGINEERING REVIEW, WILL BE RETURNED WITHOUT REVIEW. 5. ANY CHANGE FROM THE ORIGINAL DRAWINGS SHALL BE NOTED BY THE SUBMITTING PARTY. ANY CHANGES NOT CALLED OUT SHALL BE CONSIDERED NOT APPROVED UNLESS SPECIFICALLY NOTED OTHERWISE. THE SHOP DRAWING STAMP SHALL NOT BE CONSIDERED IMPLIED APPROVAL OF ANY CHANGES. 6. SHOP DRAWINGS SHALL NOT REPLACE THE CONTRACT DRAWINGS. ITEMS OMITTED OR SHOWN INCORRECTLY AND NOT NOTED BY THE REVIEWER ARE NOT TO BE CONSIDERED CHANGES TO THE CONTRACT DRAWINGS. REVIEW IS INTENDED AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT ITEMS ARE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DRAWINGS. 7. ANY ENGINEERING DESIGN PERFORMED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE APPROPRIATE JURISDICTION AND DISCIPLINE. COMPLETE DESIGN CALCULATIONS FOR EACH MEMBER SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW BY THE ENGINEER. THE ADEQUACY OF DESIGNS AND LAYOUTS PERFORMED BY OTHERS RESTS WITH THE DESIGNING OR SUBMITTING PARTY. O. SPECIAL STRUCTURAL INSPECTION: 1. SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH I.B.C. SECTION 1704 FOR THE FOLLOWING ITEMS BY A SPECIAL INSPECTOR. 2. ALL SPECIAL INSPECTORS SHALL BE UNDER THE SUPERVISION OF A REGISTERED CIVIL OR STRUCTURAL ENGINEER. 3. THE QUALIFICATIONS OF ALL SPECIAL INSPECTORS SHALL BE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. 4. THE MINIMUM QUALIFICATIONS FOR THE SPECIAL INSPECTORS ARE AS FOLLOWS: a. CONCRETE AND PRESTRESSED CONCRETE INSPECTION- ICC CERTIFICATION IN REINFORCED CONCRETE AND PRESTRESSED CONCRETE OR E.I.T. CERTIFICATION. b. STRUCTURAL WELDING INSPECTION (1) VISUAL TESTING- ICC CERTIFICATION IN STRUCTURAL STEEL AND WELDING OR AWS CERTIFIED WELDING INSPECTOR (CWI) (2) NON-DESTRUCTIVE TESTING- AWS CWI c. HIGH STRENGTH BOLTING INSPECTION- ICC CERTIFICATION IN STRUCTURAL STEEL AND WELDING d. EXPANSION/ADHESIVE ANCHOR INSPECTION- ICC CERTIFICATION IN REINFORCED CONCRETE AND MASONRY OR EIT CERTIFICATION. e. STRUCTURAL MASONRY INSPECTION- ICC CERTIFICATION IN MASONRY OR EIT CERTIFICATION. f. SPECIAL CASES- EXPERIENCE ACCEPTABLE TO THE STRUCTURAL ENGINEER OF RECORD. 5. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: a. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK REQUIRING SPECIAL INSPECTION FOR CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. b. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO BE KEPT AT THE SITE FOR USE BY THE BUILDING OFFICIAL, THE CONTRACTOR, THE STRUCTURAL ENGINEER OF RECORD, AND THE ARCHITECT OF RECORD. IF SPECIAL INSPECTION IS PROVIDED BY ANYONE OTHER THAN THE STRUCTURAL ENGINEER OF RECORD, INSPECTION REPORTS SHALL BE SUBMITTED TO THE OFFICE OF THE STRUCTURAL ENGINEER ON A WEEKLY BASIS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN IF UNCORRECTED, TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL. c. UPON COMPLETION OF THE ASSIGNED WORK, THE SPECIAL INSPECTOR SHALL COMPLETE AND SIGN A FINAL REPORT CERTIFYING THAT TO THE BEST OF HIS KNOWLEDGE, THE WORK IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. 6. DUTIES AND RESPONSIBILITIES OF THE CONTRACTOR: a. NOTIFY THE RESPONSIBLE INSPECTOR THAT WORK IS READY FOR INSPECTION AT LEAST ONE WORKING DAY (24 HOURS MINIMUM) BEFORE SUCH INSPECTION IS REQUIRED. b. ALL WORK REQUIRING SPECIAL STRUCTURAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT IS OBSERVED BY THE SPECIAL STRUCTURAL INSPECTOR. 7. STEEL: INSPECTION SHALL BE IN ACCORDANCE WITH THE QUALITY ASSURANCE INSPECTION REQUIREMENTS OF AISC 360-10 AND INCLUDING BUT NOT LIMITED TO THE STEEL INSPECTION TABLE ON THIS SHEET. 8. CONCRETE (SEE IBC TABLE 1705.3) 9. MASONRY (SEE ACI 530-11 TABLE 1.19.2) 10. EPDXY/EXPANSION ANCHORS PER MANUFACTURER SPECIFICATIONS 11. SOILS/FOUNDATION (IBC 1705.6): a. PERIODIC INSPECTION DURING TASK LISTED; (1) VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS. (4) PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT THE SITE HAS BEEN PREPARED PROPERLY. b. CONTINUOUS INSPECTION DURING TASK LISTED ; (1) VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF MACTED c. INSPECTIONSCOPTO BEFILL. COMPLETED BY THE GEOTECHNICAL ENGINEER OF RECORD. 12. SPRAY -APPLIED FIRE -RESISTIVE MATERIALS a. PERIODIC INSPECTION OF FIRE -RESISTIVE MATERIALS SPRAY -APPLIED TO STRUCTURAL ELEMENTS AND DECKS IN ACCORDANCE WITH IBC SECTION 1705.13. 13. APPROVED FABRICATORS; a. PER IBC 1705.2 SPECIAL INSPECTIONS ARE NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND WORK APPROVED TO PERFORM SUCH O RK WITH T OU SPECIAL CIAL INSPECTION. APPROVAL SHALL BE BASED UPON REVIEW OF THE FABRICATOR'S WRITTEN PROCEDURAL AND QUALITY CONTROL MANUALS AND PERIODIC AUDITING OF FABRICATION PRACTICES BY AN APPROVED SPECIAL INSPECTION AGENCY. AT COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. 14. REPORT REQUIREMENT; a. PER IBC 1704.2.4 SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. REPORTS SHALL INDICATE THAT WORK INSPECTED WAS OR WAS NOT COMPLETED IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THE DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK A FINAL REPORT DOCUMENTING THE REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED AT A POINT IN TIME AGREED UPON PRIOR TO THE START OF WORK BY THE APPLICANT AND THE BUILDING OFFICIAL. (2) (3) P. DEFERRED SUBMITTAL: 1. DEFERRED SUBMITTALS ARE THOSE PORTIONS OF THE DESIGN WHICH ARE NOT SUBMITTED AT THE TIME OF PERMIT APPLICATION AND WHICH ARE TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. THE FOLLOWING ITEMS ARE CONSIDERED DEFERRED SUBMITTAL ITEMS; PREFABRICATED CANOPIES. DEFERRED SUBMITTAL DOCUMENTS, SHOP DRAWINGS AND CALCULATIONS, SHALL BE SUBMITTED TO THE BUILDING OFFICIAL BY THE CONTRACTOR AFTER IT HAS BEEN REVIEWED BY THE STRUCTURAL ENGINEER OF RECORD, AND HAS BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. DOCUMENTS ARE TO BE SUBMITTED BY THE CONTRACTOR TO THE CITY FIELD INSPECTOR PRIOR TO INSTALLATION. PLEASE SUBMIT AS SOON AS POSSIBLE TO ALLOW ADEQUATE TIME FOR REVIEW. SHEET INDEX S1.0 General Structural Notes S1.1 Typical Details S2.0 (E) Foundation Plan S2.1 Enlarged Foundation Plans S3.0 (E) Roof Framing Plan S3.1 Enlarged Roof Framing Plans S4.0 Foundation Details S4.1 Foundation Details S5.0 Framing Details TABLE 1705.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE 1. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTERSSING TENDONS, AND PLACEMENT -- X ACI 318: 3.5, 7.1-7.7 1910.4 2. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WITH TABLE 1704.3, ITEM 5b -- -- AWS D1.4; ACI 318: 3.5.2 -- 3. INSPECTION OF ANCHORS CAST IN CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE STRENGTH DESIGN IS USED -- X ACI 318: 8.1.3, 21.2.8 1908.5, 1909.1 4. INSPECTION OF ANCHORS POST -INSTALLED IN HARDENED CONCRETE MEMBERS -- X ACI 318: 3.8.6, 8.1.3, 21.2.8 1909.1 5. VERIFYING USE OF REQUIRED DESIGN MIX1904.2, -- X ACI 318: CH 4, 5.2-5.4 1910.2, 1910.3 6. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE X -- ASTM C 172 ASTM C 31 ACI 318: 5.6-5.8 1910.10 7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES X -- ACI 318: 5.9, 5.10 1910.6, 1910.7, 1910.8 8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING AND TEMPERATURE TECHNIQUES -- X ACI 318: 5.11-5.13 1910.9 9. INSPECTION OF PRESTRESSED CONCRETE: a. APPLICATION OF PRESTRESSING FORCES X -- ACI 318: 18.20 ACI 318: 18.18.4 -- b. GROUTING OF BONDED PRESTRESSING TENDONS IN THE SEISMIC -FORCE -RESISTING SYSYEM X -- 10. ERECTION OF PRECST CONCRETE MEMBERS -- X ACI 318: CH16 -- 11. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING TENDONS IN POST TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS -- X ACI 318: 6.2 -- 12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED -- X ACI 318: 6.1.1 -- TABLE 1.19.2 LEVEL B QUALITY ASSURANCE PROGRAM AND INSPECTION OF MASONRY CONSTRUCTION INSPECTION TASK FREQUENCY OF INSPECTION REFERENCE FOR CRITERIA CONTINUOUS PERIODIC a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE CONSTRUCTION DOCUMENTS ACI530/ ASCE5RMS402 ACI530.1/ ASCE6/TMS60 1. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED -- X X -- ART 1.5 2. VERIFICATION OF fm AND faac PRIOR TO CONSTRUCTION EXCEPT WHERE SPECIFICALL EXEMPTED BY THIS CODE -- X AISC 360, SECTION M2.5 -- ART 1.4B 3. VERIFICATION OF SLUMP FLOW AND VSI AS DELIVERED THE SITE FOR SELF -CONSOLIDATING GROUT X -- -- -- ART 1.513.1.b.3TO 4. AS MASONRY CONSTRUCTION BEGINS, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: a. PROPORTIONS OF SITE PREPARED MORTAR -- X -- -- ART 2.6A b. CONSTRUCTION OF MORTAR JOINTS -- X -- ART 3.3B c. LOCATION OF REINFORCEMENT, CONNECTORS, PRESTRESSING TENDONS AND ANCHORAGES -- X b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED -- ART 3.4, 3.6A d. PRESTRESSING TECHNIQUE -- X J -- ART 3.6B e. GRADE AND SIZE OF PRESTRESSING TENDONS AND ANCHORAGES -- X CODE C( APP. AWS D1 1 OCT City c -- ART 2.4B, 2.4H 5. DURING CONSTRUCTION THE INSPECTION PROGRAM SHALL VERIFY: a. SIZE AND LOCATION OF STRUCTURAL ELEMENTS -- X 4) PLUG AND SLOT WELDS -- ART 3.3F b. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF-- MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION -- X 6) FLOOR AND ROOF DECK WELDS SEC 1.2.2(e), 1.16.1 -- c. SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT, ANCHOR BOLTS, PRESTRESSING TENDONS AND -- X -" SEC 1.15 ART 2.4, 3.4 d. WELDING OF REINFORCING BARSX F CI"T"Y AWS D1.4; ACI 318: 3.5.2 PE __ X SEC 2.1.9.7.2, 3.3.3.4 (b) -- e. PREPARATION, CONSTRUCTION AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40°F) OR HOT WEATHER (TEMPERATURE ABOVE 90°F) -- X -- -- ART 1.8C, 1.8D f. APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE X __ -- -- ART 3.6B 6. PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: a. GROUT SPACE 15 CLEAN -- X -- ART 3.2D b. PLACEMENT OF REINFORCEMENT AND CONNECTORS AND PRESTRESSING TENDONS AND ANCHORAGES -- X SEC 1.13 ART 3.4 c. PROPORTIONS OF SITE -PREPARED GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS -- X -- ART 2.6B d. CONSTRUCTION OF MORTAR JOINTS -- X -- ART 3.3B 7. GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE: X -- -- ART 3.5 a. GROUTING OF PRESTRESSING BONDED TENDONS X -- -- ART 3.6C 8. PREPARATION OF ANY REQUIRED GROUT SPECIMENS, MORTAR SPECIMENS AND/ OR PRISMS SHALL BE OBSERVED -- X -- ART 1.4 STEEL INSPECTION TABLE REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD 1. MATERIAL VERIFICATIONOF HIGH-STRENGTH BOLTS,NUTS AND WASHERS: a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE CONSTRUCTION DOCUMENTS -- X APPLICABLE ASTM MATERIAL SPECIFICATIONS; AISC 360, SECTION A3.3 b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED -- X -- 2. INSPECTION OF HIGH STRENGTH BOLTING: a. SNUG TYPE JOINTS -- X AISC 360, SECTION M2.5 b. PRETENSIONED AND SLIP CRITICAL JOINTS USING TURN OF NUT WITH MATCH MARKING, TWIST -OFF BOLT OR DIRECT TENSION INDICATOR METHODS OF INSTALLATION. -- X c. PRETENSIONED AND SLIP CRITICAL JOINTS USING TURN OF NUT WITHOUT MATCH MARKING, OR CALIBRATED WRENCH METHODS OF INSTALLATION. x -- 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL AND COLD FORMED DECK: a. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO CONFORM TO AISC 360 -- X AISC 360, SECTION M2.5 b. FOR OTHER STEEL, IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS -- X APPLICABLE ASTM MATERIAL STANDARDS c. MANUFACTURER'S CERTIFIED MILL TEST REPORTS -- X 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: a. IDENTIFICATION MARKINGS TO CONFORM TO AWS STANDARDS SPECIFIED IN THE CONSTRUCTION DOCUMENTS -- -- AISC 360, SECTION A3.5 AND APPLICABLE AWS A5 DOCUMENTS b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED __ __ __ 5. INSPECTION OF WELDING: J a. STRUCTURAL STEEL REVIE 1) COMPLETE AND PARTIAL__ PENETRATION GROOVE WELDS X CODE C( APP. AWS D1 1 OCT City c 2) MULTIPASS FILLET WELDS X -- 3) SINGLE -PASS FILLET WELDS > 5/16" X __ 4) PLUG AND SLOT WELDS X -- 5) SINGLE -PASS FILLET WELDS < 5/16" -- X 6) FLOOR AND ROOF DECK WELDS -- X AWS D1 BU!! Dlf b. REINFORCING STEEL -" 1) VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A706 -- X F CI"T"Y AWS D1.4; ACI 318: 3.5.2 PE 2) REINFORCING STEEL -RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF SPECIAL STRUCTURAL WALLS OF CONCRETE AND SHEAR REINFORCEMENT. X -- 3) SHEAR REINFORCEMENT X -- 4) OTHER REINFORCING STEEL -- X 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH CONSTRUCTION DOCUMENTS: a. DETAILS SUCH AS BRACING AND STIFFENING :; - X -- b. MEMBER LOCATIONS -- X c. APPLICATION OF JOINT DETAILS AT EACH CONNECTION. -_ x IED FOR MPLIANDE COVED 6 2011 f Tukwila G DIVISION ECEIVED OF TUKWiLA UG 11 2017 MIT CENTER SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com AVS JOB #: 7162 A.V. SCHWAN & ASSOCIATES CONSULTING ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Pbonc: (602) 265-4331 Fax: (480) 663-1788 Website: wwwAVSchwan.com NT' § • Q} (-) (COC� OW 610N U _1 g c'D U A2 O 0 Q date: 8-3-2017 issued for: PERMIT SUBMITTAL revision no.: date: job no.: 17-027 sheet title: GENERAL STRUCTURAL NOTES sheet no.: 51.0 (n w 2 0 0 (N) GUARDRAIL - SEE ARCH'L FIN. FLR (N) 8" CONCRETE WALL w/ #5 @ 18" o.c. EA. WAY #5 CONT 24" #5 x 12"1-@48"o.c. (N) CONCRETE SLAB - SEE PLAN A.B.C. FILL • /\//, /i,/i 1\ VARIES FINISHED GRADE - SEE CIVIL PLAN (E) CONCRETE TILT PANEL (N) SLAB ON GRADE / LEAVE (E) DOWELS INTACT DURING (E) SLAB DEMO IF CUT OR DAMAGED PROVIDE #5 x 3'-0" 32" o.c. DRILL 5" & EPDXY GROUT USING SIMPSON SET -XP 5" O.O.O.00 ///////j///\\\j////////////////jam K_ (N) WATERPROOFING, SEE ARCH'L. 0 #5 BARS AT 12" o.c. AlL B/ (N) FTG SEE GSN 3/8" x 1" EFFECTIVE EWELD r 36/4 ATTACHMENT @ INTERMEDIATE SUPPORT WALL - SEE PLAN 1 2'-6" 1/2"0 EFFECTIVE WELD • • • • J 0 (E) FOOTING 0 —J w LL >- w O d (0 0 J w w >- LL Fc w FIN. FLR. B/ (E) FTG. CONCRETE (2) #5 CONT - PROVIDE COUPLERS AS REQUIRED 3/8" x 1" EFFECTIVE WELD 1 1 • ATTACHMENT PATTERNS 36/7 ATTACHMENT @PANEL END LAP % 1 36/7 36/4 MARGINAL MEMBER (SEE PLAN) 36/7 ATTACHMENT @ PANEL LAP METAL DECK (SEE PLAN) INTERMEDIATE PANEL SUPPORT MEMBER VSC2 SIDELAP (SEE PLAN) CONNECTION @ 24" o.c. U.N.O. ROOF METAL DECK WELDING PATTERN 36/7/4 PATTERN - TYPE 'B' a • • 4. • a. •4 4 • a • 4 4 4 4 4 4. INSTALL (N) CONCRETE IN 4'-0" SEGMENTS. CONTRACTOR TO SUBMIT SHORING/UNDER PINNING PLANS AND SEQUENCES FOR REVIEW BY ENGINEER OF RECORD PRIOR TO CONSTRUCTION / DEMO. UNDER PINNING SEQUENCING SHALL BE SUCH THAT (E) FOOTINGS DO NOT EXCEED 2,000 PSF LOADING. MATCH (E) FTG WIDTH 8" CONCRETE WALL w/ #5 @ 18" o.c. EA. WAY #5 CONT 24" #5 x 12" @ 32" o.c. CONCRETE SLAB - SEE PLAN FIN. FLR J 0 M Br(N�FTG. GUARDRAIL - SEE ARCH'L • • FINISHED GRADE - SEE CIVIL PLAN WATERPROOFING, WATERPROOFING, l.� SEE ARCH'L. (n w O�O A.B.C. DOWEL TO MATCH SIZE AND SPACING WITH CMU VERT. #5 BARS AT 12" o.c. a. J z co. 0 w w o c 2'-6" J NOTE: STEP CONT FOOTING AS REQUIRED AS RETAINED DEPTH VARIES ALONG WALL LENGTH SECTION @ DOCK WALL B/FTG SEE GSN OPENING SIZE 8" C.M.U. REINFORCING GROUT "D" 1'-0" THRU 3'-4" (2) #5 8" 3'-5" THRU 5'-4" (2) #5 16" 5'-5" THRU 7'-4" (2) #5 24" 7'-5" THRU 9'-4" (2) #5 32" 9'-5" THRU 11'-4" (2) #5 40" 11'-5" THRU 14'-0" TOP & OTT 48" 1. ALL REINFORCING TO EXTEND A MINIMUM OF 24" BEYOND JAMBS AND BE GROUTED SOLID FOR DEPTH "D". 2. ALL CONC MASONRY UNITS USED IN LENGTH OF LINTEL TO BE "OPEN-END" TYPE, TO INSURE FULLY GROUTED HEAD JOINTS. 3. ALL LINTELS TO BE PROPERLY SHORED DURING GROUTING & REMAIN IN PLACE FOR A MIN OF 7 DAYS 4. FOLLOWING GROUTING ALL GROUT TO BE MINIMUM OF 2000 PSI @ 28 DAYS. LINTEL 'U' BLOCK MASONRY VERT GROUT SOLID TOP REINF - SEE SCHEDULE REINF - SEE SCHEDULE LINTEL SECTION MASONRY LINTEL SCHEDULE JAMB REINF. TO EXTEND FLR. TO ROOF 90° STD. HOOK -TYP HORIZ STEEL - SEE SCHEDULE 180° HOOK ENDS - SEE DETAIL 4/- & 8/ - MASONRY OUT CORNER MASONRY VERT CONCRETE STRENGTH = 3000 PSI BAR SIZE TOP BARS OTHER BARS CASE 1 CASE 2 CASE 1 CASE 2 #3 28 42 22 32 #`} 37 56 29 43 #5 47 70 36 54 #6 56 84 43 64 #7 81 122 63 94 #8 93 139 72 107 #9 105 157 81 121 #10 118 177 91 136 #11 131 196 101 151 CONCRETE STRENGTH = 4000 PSI BAR SIZE TOP BARS OTHER BARS CASE 1 CASE 2 CASE 1 CASE 2 #3 24 36 19 28 #4 32 48 25 37 #5 40 60 31 47 #6 48 72 37 56 #7 70 106 54 81 #8 80 121 62 93 #9 91 136 70 105 #10 102 153 79 118 #11 113 170 87 131 NOTES: 1. TABLE FOR USE WITH NORMAL WEIGHT CONCRETE AND GRADE 60 UNCOATED REINF. BARS. FOR LIGHTWEIGHT AGGREGATE USE 1.3. LENGTHS ARE IN INCHES. 2. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST IN THE MEMBER BELOW THE BAR. 3. FOR LAP SPLICES OF INDIVIDUAL BARS WITHIN A 3 BAR BUNDLE MULTIPLY TABULATED VALUE BY 1.2. FOR A 4 BAR BUNDLE MULTIPLY TABULATED VALUE BY 1.3 . ENTIRE BUNDLES SHALL NOT BE LAP SPLICED AT THE SAME LOCATION. SPLICES FOR INDIVIDUAL BARS WITHIN A BUNDLE SHALL BE STAGGERED SUCH THAT THEY DO NOT OVERLAP. 4. COMPRESSION LAP SPLICE (ONLY WHERE INDICATED ON DRAWINGS) FOR GRADE 60 BARS USE 30 BAR DIA. 5. CASES 1 AND 2 ARE DEFINED AS FOLLOWS: BEAMS OR COLUMNS CASE 1: COVER AT LEAST 1.0 BAR DIA. AND CENTER TO CENTER SPACING AT LEAST 2.0 BAR DIA. CASE 2: COVER LESS THAN 1.0 BAR DIA. OR CENTER TO CENTER SPACING LESS THAN 2.0 BAR DIA. ALL OTHER MEMBERS CASE 1: COVER AT LEAST 1.0 BAR DIA. AND CENTER TO CENTER SPACING AT LEAST 3.0 BAR DIA. CASE 2: COVER LESS THAN 1.0 BAR DIA. OR CENTER TO CENTER SPACING LESS THAN 3.0 BAR DIA. CLASS 'B' LAP SPLICE IN CONCRETE GROUT ADDED REBAR IN ADJACENT CELL CORNER VERT DOWELS TO MATCH & LAP JAMB REINFORCING PROVIDE ALTERNATE BENDS IN FOOTINGS 48 BAR DIA. CONT. FOOTING ALL VERT. WALL REINF. FULLY DOWELED AT TOP OF FOOTING MASONRY WALL CONSTRUCTION (N) MASONRY WALL (2) #5 @ FLR. BOND BM. ROOF BOND BM. AND PARAPET B.B. (N) CONC. SLAB SEE PLAN Adik T/FTG. SEE PLAN (E) CONCRETE WALL (2) #5 DWL DRILL 4" & EPDXY SET (E) CONCRETE SLAB • • • • (N) FOOTING (E) FOOTING B/ (E) FTG. 2" HIGH STRENGTH NON -SHRINK GROUT AS REQ'D (2) #5 DOWELS w/ 90° HOOK DRILL AND EPDXY SET CMU FOOTING @ EXISTING WALL (N) MASONRY WALL (2) #5 @ FLR. BOND BM. ROOF BOND BM. AND PARAPET B.B. (N) CONC. SLAB SEE PLAN 416, MATCH B/FTG. SEE G.S.N. :.,... r:. -. r:.:. ,a.: r..:.. -r`•-.r'-i� �..�: (E) CONCRETE WALL (2) #5 DWL DRILL 4" & EPDXY SET (E) CONCRETE SLAB LFIN. FLOOR Ik Yii"Y*T*Y�•i•:Y •. a�r1`. .. 0 (2) #5 DOWEL DRILL & EPDXY SET 3'-0" LAP (N) FOOTING (E) FOOTING 12 CMU FOOTING @ EXISTING WALL SAW JOINT (2) #4 x 4'-0" 1 1/2" FROM RE-ENTRANT POINT 1 1/2" BELOW SLAB SURFACE SAW JOINT SAW JOINT SAW JOINT NO REINFORCING STEEL NECESSARY WHEN (2) SAW CUTS RADIATE FROM RE-ENTRANT POINT /\\/\\/\/\ \ \ 11�� I111,1j 11 Hi FIN GRADE CONCRETE STEM AND FOOTING 1 —111 -I � I -I�i- I — I I—III—III—I -IIII�III I IFI II -I1' TYPICAL FOR ALL EXCAVATION ADJACENT TO ALL WALL OR COLUMN FOOTINGS TEMPORARY EXCAVATION ADJACEN TO FOOTING DURING CONSTRUCTIC L CONC. FILL - =III- 1) 1 1/2 NO PIPE TRENCH EXCACATION ALLOWED BELOW THIS LINE Ai \ CONC. FILL z_ NOTE: CONCRETE FILL TO BE THE SAME WIDTH AS FOOTING & FULL WIDTH OF PIPE TRENCH. PIPE TO CLEAR SLEEVE BY 1/2" ALL ROUND RE-ENTRANT CORNER REINFORCING ® PIPES @CONCRETE FOOTING OPTIONAL CAULK OR RAKE JOINT TYP. VERT. REINFORCING EACH SIDE OF JOINT INTO SOLID GROUTED CELLS 0 w Cl w MASONRY WALL N J U N J U OPTIONAL CAULK OR RAKE JOINT `mA MASONRY WALL NOTES: SINGLE MAT PREMOLDED JOINT FILLER TYP. VERT. REINFORCING EACH SIDE OF JOINT INTO SOLID GROUTED CELLS rdrall,€i: A DOUBLE MAT i PREMOLDED JOINT FILLER 1. ALL HORIZONTAL JOINT REINFORCING DISCONTINUES AT JOINT. ALL BOND BEAM REINFORCING CONTINUES THRU JOINT. 2. SEE ARCHITECTURAL DRAWINGS FOR CONTROL JOINTS. LOCATE AT 24'-0" MAXIMUM BUT NOT LESS THAN 2'-0" FROM BEARING PLATE OR JAMB OF AN OPENING. SUBMIT FOR REVIEW PRIOR TO CONSTRUCTION. TYPICAL CMU WALL REINF. CORNER BARS - LAP PER G.S.N. CORNER BARS - LAP PER G.S.N. Pr' 0!1°.! 4001iifilMligiSERMENEL.- `14 VERT SEE PLAN OPEN END BOND BEAM BLOCK REINF INTERSECTION VERT SEE PLAN OPEN END BLOCK CORNER BARS - LAP PER G.S.N. DOUBLE MAT OPEN END BOND BEAM BLOCK REINF INTERSECTION VERT SEE PLAN CORNER OPEN END BLOCK CORNER BARS - SINGLE MAT LAP PER G.S.N. CORNER TYPICAL CORNER REINFORCING 240 LAP i iI- I I III NII 1 �. III—I I I I � IHIE 77,1 TYP FOOTING REINFORCING 2(a) MIN. ca NOTE: REINFORCING MAY BE CONTINUOUS J 0 c,.) TYPICAL STEPPED FOOTING 90° HOOK 90° BEND 'D' = 6d FOR #3 TO #8 'D' = 8d FOR #9 TO #11 'D' = 10d FOR #14 AND #18 PRINCIPAL REINFORCING 135° HOOK MIN. 'D' = 1 1/2" FOR #3 MIN. 'D' = 2" FOR #4 MIN. 'D' = 2 1/2" FOR #5 TIE OR STIRRUP 6 4 'd' OR 2 1/2' MII'E EWED FOR I CO PLIANCE 18C ° HOORPROVED OCT 06 2017 City of Tukwila BUILDING DIVISION RECEIVED Y OF TUKWILA MAX. OFFSET BEND AUG 11 2017 PERMIT CENTER NOTE: ALL BENDS SHALL BE MADE COLD. REINFORCING BAR BENDS SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com AVS JOB #: 7162 A.V. SCHWAN & ASSOCIATES CONSULTING ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265.4331 Fax: (480) 663-1788 Website: wwwAVSchwan.com l ow. pt J D 00 ou Q ort aW • V • U a) 0 date: 8-3-2017 issued for: PERMIT SUBMITTAL revision no.: date: job no.: 17-021 sheet title: TYPICAL DETAILS sheet no.: S ,1 (E) STAIR TO REMAIN FOR ENILARGED FOUNDATION PLAN AT (N) LOAdING DOCK SEE 2/S2.1 (E) COLUMN & FOOTING TO REMAIN (E) COLUMN & FOOTING TO REIyIAIN SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com AVS JOB #: 7162 A.V. SCHWAN & ASSOCIATES CONSULTING ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265-4331 Fax: (480) 663-1788 Website: wwwAVSchwan.com 4q i6W4 mm (c) co ni 0 ow h. J a� � R3 to U ( U + b 8 d C mag. g 8. 8 bar m o 4 i14:1 TYPICAL FLOOR SLAB: FIN. FLR.=0'-0" (N) 6" MIN. CONCRETE FLOOR SLAB w/ 6 x 6 W2.9 x W2.9 WWF (CHAIR TO 4" OFF OF BOTTOM) OVER VAPOR RETARDER OVER 4" A.B.C. - SEE SPECIFICATION SECTION 3310 FOR A.B.C. AND VAPOR RETARDER SPECIFICATIONS. TYP (E) CO • OLUMN OTING EMAI N FOUNDATION PLAN NOTES: 1. SEE SHEET S1.0 AND S1.1 FOR: A. GENERAL STRUCTURAL NOTES. B. TYPICAL EXCAVATION ADJACENT TO FOOTING. C. TYPICAL SLAB JOINT DETAILS D. TYPICAL STEPPED FOOTING E. TYPICAL MASONRY CONTROL JOINT 2. DENOTES COLUMN SIZE - SEE SCHEDULE ON THIS SHEET. 3. C.J. - DENOTES CONTROL JOINT. 4. M.C.J. - DENOTES MASONRY WALL A / / FULL HEIGHT CONTROL JOINT. 5. DIMENSIONS AND ELEVATIONS FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. ANY DISCREPINCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, SLAB SLOPES AND DEPRESSIONS NOT NOTED. 6. - DENOTES SUGGESTED LOCATION OF STEPPED FOOTING. P@ (E) COL - DENOTES TOP OF CONCRETE FOOTING ELEVATION. CONTRACTOR TO REVIEW CIVIL DRAWINGS TO VERIFY FINISHED GRADE S FOR __I ► �- WITH SOILS �a� STRATUM (E) FOUNDATION PLAN DENOTES (1) FULL HEIGHT IN CODE COMPLIANCE RNER`o'�eIfg' OCT 0 6 2017 EACH CELL EACH FACE OLID GROUTED City of Tukwila BUILDING DIVISION "THE INFORMATION SHOWN ON THIS SHEET HAS BEEN OBTAINED FROM A COMBINATION OF SOURCES AND EFFORTS AS FOLLOWS" 1. STEWART- REINDERSMA ARHITECTURE. PLLC HAS PROVIDED BUILDING BACKGROUNDS IN CAD FORMAT. 2. FIELD INVESTIGATION ON MARCH 14, 2017 BY A. V. SCHWAN & ASSOCIATES. THE INTENT OF THESE DRAWINGS IS TO SHOW, TO THE BEST OF OUR KNOWLEDGE FROM THE INFORMATION OBTAINED, THE EXISTING PROBABLE CONDITIONS OF THE "STRUCTURE" WHICH EXISTS AS OF THIS DATE. DUE TO SITE CONSTRAINTS ALL STRUCTURAL INFORMATION WAS NOT OBTAINED. IT IS NEITHER INTENDED NOR IMPLIED THAT ALL THE INFORMATION IS EXACTLY AS IT EXISTS. SCALE = 3/32" =11-0" RECEIVED CITY OF TUKWILA AUG 11 2017 !TWIT CENTER date: 8-3-2011 issued for: PERMIT SUBMITTAL revision no.: date: job no.: 11-021 sheet title: (E) FOUNDATION PLAN sheet no.: 52.0 } FOUNDATION PLAN NOTES: 1. SEE SHEET S1.0 AND S1.1 FOR: A. GENERAL STRUCTURAL NOTES. B. TYPICAL EXCAVATION ADJACENT TO FOOTING. C. TYPICAL SLAB JOINT DETAILS D. TYPICAL STEPPED FOOTING E. TYPICAL MASONRY CONTROL JOINT 2. DENOTES COLUMN SIZE - SEE SCHEDULE ON THIS SHEET. 3. C.J. - DENOTES CONTROL JOINT. 4. M.C.J. - DENOTES MASONRY WALL / / A / / FULL HEIGHT CONTROL JOINT. 5. DIMENSIONS AND ELEVATIONS FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. ANY DISCREPINCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, SLAB SLOPES AND DEPRESSIONS NOT NOTED. 6. 7. 3,1' 0" T/ FTG - DENOTES SUGGESTED LOCATION OF STEPPED FOOTING. - DENOTES TOP OF CONCRETE FOOTING ELEVATION. CONTRACTOR TO REVIEW CIVIL DRAWINGS TO VERIFY FINISHED GRADES FOR CONFORMANCE WITH SOILS REPORT SPECIFIED BEARING STRATUM DENOTES RE-ENTRANT CORNER REINFORCING SEE DETAIL 6/S1.1 / DENOTES (1) #5 EACH CELL EACH FACE FULL HEIGHT SOLID GROUTED COLUMN SCHEDULE MARK SIZE BASE PLATE ANCHOR RODS REMARKS ANCHOR RODS TYPE 1 HSS 6x6x1/4 PL 3/4 x 12 x 1'-0" (4) 3/4"0 x 8" EMBED A -- 1. TOP 2. EMBED 3. HEAVY NOTE: CONTRACTOR EXTENSIONS OF CONCRETE FOOTING LENGTH PER COLUMN SCHEDULE HEX NUT - TACK WELD. SHALL COORDINATE ANCHOR AND THREADED LENGTHS. STEEL COLUMN 1 �_ ROD 3 c" 1 'A' (V ANCHOR Z TYPE ROD FOOTING SCHEDULE MARK SIZE REINFORCING REMARKS A 2'-0" SQ. x 1'-0" THK (3) #5 EACH WAY CF2.00 2'-0" WIDE x 1'-0" THK (3) #5 CONT. 10'-4%a" 47'-6" ENLARGED PARTIAL FOUNDATION PLAN AT CUSTOMER PICK-UP 14 S4.0 HSS4x4x1 /4" MC12x10.6 STR NpEER- S4.0 7 19 15 S4.0 S4.0 L X U 2 HSS4x4x1/4" SCALE = 1/8" =1'-0" • LO L IT/ / / I ENLARGED PARTIAL FOUNDATION PLAN - STAIR 1 SCALE = 1/8" =1'-0" MC12x10.6 STRINGER N III J MC12x10.6 STRINGER ENLARGED PARTIAL FOUNDATION PLAN - STAIR 2 SCALE = 1/8" =1'-0" • FOR ENLARGED STAIR PLAN SEE 3/S2.1 I— 7 L1 7" CONCRETE SLAB w/ #4 @ 12" o.c. E.W. OVER 4" AGGREGATE BASE COURSE (A.B.C.) TYPICAL U.N.O. CF2.00 SIM -4'-0" T/ FTG TO MATCH (E) FTG FIELD VERIFY ///2//77/7/7///////7 7/7/7/7/, 7/77/7/ U -6'-0" T/ FTG M 7" CONCRETE LAB w/ #4 @ 12" o.c. .W. OVER 4" AGGREGATIE BASE COURSE (A.B.C.) TYPICAL U.N.O. j. • 1 WM ORM I=M M — — ENLARGED PARTIAL FOUNDATION PLAN AT (N) LOADING DOCK SCALE = 1/8" =1'-0" IEVVED FOR -' COMPLIANCE APPROVED TWA a ANK OCT 0 6 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 11 2017 PERMIT CENTER "THE INFORMATION SHOWN ON THIS SHEET HAS BEEN OBTAINED FROM A COMBINATION OF SOURCES AND EFFORTS AS FOLLOWS" 1. STEWART- REINDERSMA ARHITECTURE. PLLC HAS PROVIDED BUILDING BACKGROUNDS IN CAD FORMAT. 2. FIELD INVESTIGATION ON MARCH 14, 2017 BY A. V. SCHWAN & ASSOCIATES. THE INTENT OF THESE DRAWINGS IS TO SHOW, TO THE BEST OF OUR KNOWLEDGE FROM THE INFORMATION OBTAINED, THE EXISTING PROBABLE CONDITIONS OF THE "STRUCTURE" WHICH EXISTS AS OF THIS DATE. DUE TO SITE CONSTRAINTS ALL STRUCTURAL INFORMATION WAS NOT OBTAINED. IT IS NEITHER INTENDED NOR IMPLIED THAT ALL THE INFORMATION IS EXACTLY AS IT EXISTS. SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com AVS JOB #: 7162 A.V. SCHWAN & ASSOCIATES CONSULTING ENGINEERS 41, 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265-4331 Fax: (480) 663-1788 Website: wwwAVSchwan.com N., 5 EN 40 J � JW casj 0 h8) U • V U a) 0 sz Q a) date: 8-3-2017 issued for: PERMIT SUBMITTAL revision no.: date: job no.: 11-027 sheet title: ENLARGED FOUNDATION PLANS sheet no.: 52,1 • I BPURLINS (E) 5 1/8" x31112"GLI3 :" x 30" GLB (E) 5 1/8" H 19 1/2" GLB 1/8 x 30" GLB (E) 5 1/8" x 16 1/2" GLB x 33" GLB (E) 5 1/8" x 30" GLB (E) 4x14 SUBPURLINS @ 8'-0" o.c. S5.0 1S5.0 19 1/. /2" GLB (E) 5 1 :" x 31 /2" GLB (E) 5 1 •" x 30" GLB 1/8x30"GLS (E) 5 1/8" x 33" GLB (E) 5 1/8" x30"GLB VOW • • • 2500# (E) 4x14 SUBPURLINS @ 8'-0" o.c. 10'-4 (E)51/8"x311/ GLB (E) 5 1/8' 30" GLB 5 1/8" 19 1/ 11 1/8 x 30" GLB 16 1/2" GLB (E) 5 1/8" x 33" GLB (E) 5 1/8" x 30" GLB (E) 4x14 SUBPURLINS @ 8'-0" o.c. 11 7'-4" (E) 5 1/8" x 31 1/ ' GLB (E)51/l"x30 (E) 5 1/8" 19 1/2" GLB 1/8 x 30" GLB (E) 5 1/8" x 16 1/2" GIB (E) 5 1/8" x33"GLB (E) 5 1/8" x 30" GLB (E) 4x14 SUBPURLINS @ 8'-0" o. T-4" 10'-4' (E) 5 1/8" x 31 1/2" GLB (E) 5 1 ." x 30" GLB (E) 5 1/8" 19 1/2" GLB 1/8 x 30" GLp (E) 5 1/8" x 16 1/2" GLB (E) 5 1/8" x33"GLB (E) 5 1/8" x 30" GLB (E) 4x14 SUBPURLINS @ 8'-0" o.c. 7'-4" 10'-0" 9'-6" (E)51/8"x311/ 'GLB (E) 5 1 :" x 30" GLB E) 5 1/8" tC 19 1/2" GLIB 1/8 x 30" GLI3 (E) 5 1/8" x 161/2" G (E) 5 1/8" x 33" GLB x 30" GLB Ank 0 X z (E) 4x14 S BPURLINS 8'-0" o.c. X O_ X 10'-4' 11'-4" 12'-8" 9'-6" EliaR )51/8"x 191/• LB ■ 16 1/2" GLB (E)51/8"x311/ 'GLB (E) 5 1 •" x 30" GLB (E) 5 1/8x30"GLB man \111 vii 2500# (E) 5 1/8" x 33" GLB O ct (E) 5 1/8" x 30" GLB S5.0 S5.0 Z O X z BPURLINS O X O X Z O X z 10'-4 11'-4" 12'-8" (E) 5 1/8" x 31 1/ GLB (E) 5 1 :" x 30" GLB E) 5 1/8" 19 1 GL (E) 5 1/8x30"GL3 (E) 5 16 1/2" GIB (E) 5 1/8" x33"GLB (E) 5 1/8" x 30" GLB 7'-4" (E) 4x14 SUBPURLINS @ 8'-0" o.c. 1/8" x 31 1/2" GLB (E) 5 1 •" x 30" GLB (E) 5 1/8" fC 19 1/2" GL1 1/8x30"GLB (E)51/8"x 16 1/2" GLB (E) 5 1/8" x33"GLB (E) 5 1/8" x30"GLB (E) 4x14 SUBPURLINS @ 8'-0" o.c. 1/8" x 31 1/2j' GLB (E) 5 1 •" x 30" GLB (E) 5 1/8" x 19 1/2" GL 1/8x30"GL3 (E)51/8"x 16 1/2" GLB (E) 5 1/8" x33"GLB (E) 5 1/8" x 30" GLB RECEIVED CITY OF TUKWILA AUG 11 2017 RMIT CENTER : 1 . ) 5 1/8" x 16 /2" GLB (E)51/8"x311/ 'GLB (E) 5 1 •" x 30" GLB 1/8x30"GLB (E) 5 1/8" x 33" GLB (E) 5 1/8" x30"GLB 2500# 2500# (E) 4x14 S 8'-0" o.c. (E)51/8"x311/ 'GLB (E) 5 1/8" x 30" GLB 'E) 5 1/8" x 19 1 1/8x30"GLIB 16 1/2" GLB (E) 5 1/8" x 33" GLB (E) 5 1/8" x 30" GLB (E) 4x14 SUBPURLINS @ 8'-0" o.c. (N) 4x6 (N) 4x6 (N) 4x6 (N) 4x6 (N) 4x6 (N) 4x6 (N) 4x6 N HS812x4x1/2" (LL (N) HSS12x4x1/2" (LLV) (N) HSS12x4x1/2" (LLV) (N) HSS4x4x3/8" (LOW) (N) PREFAB CANOPY BY OTHERS (E) ROOF FRAMING PLAN SCALE = 3/32" =1'-0" (E) R • OF FRAMING PLAN NOTES: 1. SEE SHEET S1.0 AND S1.1 FOR: A. GENERAL STRUCTURAL NOTES B. TYPICAL ROOF METAL DECK WELDING PATTERN C. TYPICAL ROOF OPENING DETAIL 2. B.O.D. - DENOTES BOTTOM OF METAL DECK ELEVATION. REVIEWED FOR 3. ESTABLISH AND VERIFY ALL OPENIN S C®y�PLI INSERTS FOR MECHANICAL, ELECTRaCAL AI•-®�ED PLUMBING WITH THE APPROPRIATE RADES, DRAWINGS AND SUBCONTRACTORS i RIOROCT 0 6 2017 TO CONSTRUCTION. 4. HANGING CEILING, DUCTWORK ORO HER of-[u¢ila ITEMS FROM THE METAL DECK IS NO LLBUd G L of UDIVISI kWila 5. ALL DIMENSIONS AND BOD ELEVATIO THE ARCHITECTURAL DRAWINGS. ALL DIMENSIONS ARE FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. "THE INFORMATION SHOWN ON THIS SHEET HAS BEEN OBTAINED FROM A COMBINATION OF SOURCES AND EFFORTS AS FOLLOWS" 1. STEWART- REINDERSMA ARHITECTURE. PLLC HAS PROVIDED BUILDING BACKGROUNDS IN CAD FORMAT. 2. FIELD INVESTIGATION ON MARCH 14, 2017 BY A. V. SCHWAN & ASSOCIATES. THE INTENT OF THESE DRAWINGS IS TO SHOW, TO THE BEST OF OUR KNOWLEDGE FROM THE INFORMATION OBTAINED, THE EXISTING PROBABLE CONDITIONS OF THE "STRUCTURE" WHICH EXISTS AS OF THIS DATE. DUE TO SITE CONSTRAINTS ALL STRUCTURAL INFORMATION WAS NOT OBTAINED. IT IS NEITHER INTENDED NOR IMPLIED THAT ALL THE INFORMATION IS EXACTLY AS IT EXISTS. SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com AVS JOB #: 7162 A.V. SCHWAN & ASSOCIATES CONSULTING ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265.4331 Fax(480) 663.1788 Website: wwwAVSchwan.com ito 4$ lien CD 00 OW a' tjW 1gs t c� `�cn0 K3 1-S4 g0 ob T a It 6 An • O Q 0 a a) date: 8-3-20I7 I issued for: PERMIT SUBMITTAL 1 revision no.: date: i _ _ job no.: 11-021 sheet title: (E) ROOF FRAMING PLAN sheet no.: 53_0 L S4.1 (N) HSS12X4X1/4LLV) n OPP 4 (8: TYP W8x10 EQ SP@6-0"o.c.= 48' .0" (N) W21 K44 (C=1") S5.0 OPP TYPICAL ROOF/CANOPY DECK: • 1 1/2" x 22 GA. TYPE 'B' PAINTED ROOF DECK BY VERCO OR PRIOR ENGINEER APPROVED EQUAL - SEE GENERAL STRUCTURAL NOTES. ENLARGED PARTIAL CANOPY FRAMING PLAN AT CUSTOMER PICK-UP S4.0 TYP 43. TYPICAL ROOF/CANOPY DECK: 1 1/2" x 22 GA. TYPE PAINTED ROOF DECK BY VERCO OR PRIOR ENGINEER APPROVED EQUAL - SEE GENERAL STRUCTURAL NOTES. +31'-7" (B.O.D.) / / / / / / / / / / / / / /////li ///// AA +31-7" (B.O.D.) ////////////// +32-1" (B.O.D.) ENLARGED PARTIAL ROOF FRAMING PLAN AT (N) LOADING DOCK RECEIVED CITY OF lU KWILA AUG 112011 PERMIT CENTER SCALE = 1/8" =1'-0" x31 E) ROOF FRAMING PLAN NOTES: 1. SEE SHEET S1.0 AND S1.1 FOR: A. GENERAL STRUCTURAL NOTES B. TYPICAL ROOF METAL DECK WELDING PATTERN C. TYPICAL ROOF OPENING DETAIL 2. B.O.D. - DENOTES BOTTOM OF METAL DECK ELEVATION. SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com U U Lc U AVS JOB #: 7162 filk ME A.V. SCHWAN & ASSOCIATES CONSULTING ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265-4331 Fax(480) 663-1788 Website: wwwAVSchwan.eom 1 • 3. ESTABLISH AND VERIFY ALL OPENINGS AN INSERTS FOR MECHANICAL, ELECTRICAL PLUMBING WITH THE APPROPRIATE TRAD DRAWINGS AND SUBCONTRACTORS PRIO TO CONSTRUCTION. 4. HANGING CEILING, DUCTWORK OR OTHER ITEMS FROM THE METAL DECK IS NOT ALL 5. ALL DIMENSIONS AND BOD ELEVATIONS A THE ARCHITECTURAL DRAWINGS. ALL DIM FOR REFERENCE ONLY AND NOT FOR CON D REVIEWED FOR s1 ODE COMPLIANCE APPROVED OCT 0 6 2017 WED. PERCitY of Tukwila 11.53414G DIVISION' date: 8—S-2017 ssued for: PERMIT SUBMITTAL evision no.: date: "THE INFORMATION SHOWN ON THIS SHEET HAS BEEN OBTAINED FROM A COMBINATION OF SOURCES AND EFFORTS AS FOLLOWS" 1. STEWART- REINDERSMA ARHITECTURE. PLLC HAS PROVIDED BUILDING BACKGROUNDS IN CAD FORMAT. 2. FIELD INVESTIGATION ON MARCH 14, 2017 BY A. V. SCHWAN & ASSOCIATES. THE INTENT OF THESE DRAWINGS IS TO SHOW, TO THE BEST OF OUR KNOWLEDGE FROM THE INFORMATION OBTAINED, THE EXISTING PROBABLE CONDITIONS OF THE "STRUCTURE" WHICH EXISTS AS OF THIS DATE. DUE TO SITE CONSTRAINTS ALL STRUCTURAL INFORMATION WAS NOT OBTAINED. IT IS NEITHER INTENDED NOR IMPLIED THAT ALL THE INFORMATION IS EXACTLY AS IT EXISTS. job no.: 1'7-027 sheet title: ENLARGED FRAMING PLANS sheet no.: 53.1 1 1/4" x 3/16" GALV. METAL GRATE BY MCNICHOLS 1 1/2" 0 STD. PIPE L2 1/2 x 2 1/2 x 3/16 CLOSURE ANGLE 3/16 V 2-10 SUPPORT BEAM SEE PLAN (E) CONCRETE TILT PANEL EVERY THIRD BAR 1 1/4" x 3/16" GALV. METAL GRATE BY MCNICHOLS L3x3x1/4" w/ 3/8" DIA. A36 EPDXY RODS x 3 1/4" EMBEDMENT AT EACH END AND @ 12" o.c. - USE SIMPSON XP EPDXY (E) CONCRETE TILT PANEL EVERY THIRD BAR 1 1/4" x 3/16" GALV.METAL GRATE BY MCNICHOLS STRINGER SEE PLAN L4x4x1/4" w/ (2) 3/8" DIA. A36 EPDXY RODS x 3 1/4" EMBEDMENT - USE SIMPSON SET XP EPDXY BASE PL. 3/4x 10x0' -10"w/ (4) 3/4" 0 x 8" EMBED ANCHORS z o 13 COL.SEE PLAN 1/4 V CONC. POURBACK r 3" CLR. 2'-6" SQ. SAWCUT AS REQD. (E) SLAB (3) #5 EACH WAY ARCHITECTURAL COLUMN WRAP SLAB WHERE OCCURS FINISHED GRADE - SEE SITE PLAN SEE G.S.N B/FTG z 2 CENTERLINE COLUMN COLUMN SEE PLAN T 'J BASE PLATE, SEE PLAN. SLAB WHERE OCCURS FINISHED GRADE - SEE SITE PLAN i III11111111 3" COVER II�1II' 0 3" CLR. TYP. 4'-0" SQ. - -r (8) #4 VERTICAL (3 EACH FACE) 2'-8" SQ CONCRETE PEDESTAL (3) #3 HORIZONTAL TIES AT TOP AND #3 TIES AT 12" o.c. #5 AT 12" o.c. EACH WAY 1 1/2" 0 STD. PIPE TYP> 3/16 V 1" RETURN>3/16 V 1/4" END PL SAW CUT AS REQUIRED CONC SLAB SEE PLAN CENTERLINE COLUMN JOINTS - SEE PLAN COLUMN - SEE PLAN 4'-0" o.c. MAX CENTERLINE COLUMN ANCHOR RODS - SEE PLAN 1 1/2" DIA. STD PIPE @ 5'-O" o.c. MAX. EVERY 3/16 V THIRD BAR 1 1/4" x 3/16" GALV. METAL GRATE BY MCNICHOLS STRINGER - SEE PLAN 3/16 V 2-6 L11/2x11/2x3/16 SUPPORT SAW CUT AS REQUIRED tr J 0 M L4 x4x 1/4x 0'-8" w/ (2) 3/4"0 A.B. x 8" EMBED — (2) #4 CONT w/ #4 TRANSVERSE @ 12" o.c. TOP & BOTTOM STAIR LANDING 1 1/2" 0 PIPE RAILING SEE ARCHL. EVERY THIRD BA 3/16 V/ STRINGER - SEE PLAN 3/16 1 1/2" DIA. STD PIPE @ 4'-0" o.c. MAX. 3/16 V FINISH GRADE io 1 1/4" x 3/16" GALV. METAL GRATE BY MCNICHOLS 0 1/4 HEADER SEE PLAN L1 1/2 x 1 1/2 x 1/8 1/2"0 x 3 1/4" EMBED EPDXY BOLTS @ EACH END - USE SIMPSON SET -XP 2508 WALL PANEL JOINT (E) CONCRETE TILT PANEL WALL L6 x 4 x 5/16" (LLV) 3/4"0 x 5" EMBED EPDXY BOLTS @ EACH END - USE SIMPSON SET -XP ESR 2508 4'-0" MIN (N) 3'-4" FROM PANEL JOINT OPENING CORE DRILL 6" DIA HOLE @ CORNERS. SAWCUT BETWEEN CORE HOLES - NO OVERCUTTING PERMITTED FIN F NEW OPENING IN CONC. TILT PANEL DRILL 6" EPDXY-SET (2) #5 x 48" LONG #5 @ 48" O.C. (1) #5 HORIZ IN 8" BOND BEAM O (E) CONC TILT PANEL (N) 6" CMU BLOCK (1) #5 HORIZ IN 8" BOND BEAM DRILL 6" & EPDXY-SET #5 x 36" LONG, EACH END @24"O.C.MAX (E) CONCRETE TILT PANEL (E) CONC TILT PANEL TO REMAIN FINISHED GRADE SEE SITE PLAN SLAB WHERE OCCURS LEAVE (E) DOWELS INTACT DURING (E) SLAB DEMO - IF CUT OR DAMAGED PROVIDE #5 x 3'-0" @ 32" o.c. - DRILL 5" AND EPDXY USING SIMPSON SET -XP (N) CONC SLAB SEE PLAN 1/— FIN. FLR A.B.C. E FOOTING TO REMAIN VAPOR RETARDER WHERE REQ'D. SEE ARCH'L FOR TYPE & LOCATION (E) CONC TILT PANEL TO REMAIN WHEN FIN. GR. IS LOWER> THAN FIN. FLR. GEN. CONTRACTOR TO BRACE (E) CMU WALL AS REQ'D. DURING (N) CONC. SLAB CONSTRUCTION FINISHED GRADE SEE SITE PLAN 1 #5 DOWEL x 3'-O" @ 32" o.c. IN ADDITION TO (E) DOWEL OR REPLACE DAMAGED DRILL 5" AND EPDXY USING SIMPSON SET -XP ESR 2508 2'-8" (N) CONC SLAB SEE PLAN A.B.C. E FOOTING TO REMAIN F FLR VAPOR RETARDER WHERE REQ'D. SEE ARCH'L FOR TYPE & LOCATION (N) 6" CMU BLOCK 1 1 1 1 1 DRILL 6" & EPDXY-SET #5 x 36" LONG @ 48" O.C. - TYPICAL @ BOTTOM INFILL - SEE ARCH'L PLANS (N) OPENING SEE ARCH'L MASONRY INFILL @ (E) OPENING 0 (E) CONC TILT PANEL (N) 6" CMU BLOCK (1) #5 HORIZ IN 8" BOND BEAM (1) #5 HORIZ IN 8" BOND BEAM DRILL 6" & EPDXY-SET #5 x 36" LONG, EACH END @ 24" O.C. MAX (N) 6" CMU BLOCK INFILL - SEE ARCH'L PLANS (2)#5 CONT. U.N.O. FINISHED GRADE - SEE SITE PLAN SLAB - WHERE OCCURS 8" / z U) w w CMU WALL - SEE PLAN CMU VERT #5 @ 16" o.c. EACH FACE DOWEL TO MATCH SIZE AND SPACING OF CMU VERT 48" #5 DOWELS6" @ 24" o.c. CONCRETE SLAB - SEE PLAN /— — — Q J w w 0 cc -J U co SEE PLAN FIN. FLR A.B.C. VAPOR RETARDER CMU STEM GROUT STEM SOLID BELOW FIN. FLR FTG REINF - SEE SCHED. B/FTG - SEE GSN CMU WALL FTG @ CONC. SLAB JAMB BEYOND. SEE PLAN SEE ARCH'L L3x3x1/4"w/- 1/2" DIA. x 5" A.B. @ 16"o.c. (E) CONCRETE TILT PANEL IN. FLR. DRILL 6" & EPDXY-SET #5 x36"LONG @48"O.C.- TYPICAL @ BOTTOM (2 BARS MIN AT OPENINGS LESS THEN 48" IN WIDTH) SEE ARCHL. L3x3x1/4" w/ 1/2" DIA. x 5" A.B. @ 16"o.c. (2) #5 CONT 8" CMU GROUTED SOLID w/ @5 AT EACH END AND AT 32" o.c. CONCRETE SLAB - — SEE PLAN #5 @ 16" o.c. EACH WAY 1'-0" u) w #5 CONT — / • / • wiipmr 2'-O" MIN. • sw (2) #5 CONT / 8" CMU STEM WALL - GROUTED SOLID #3 TIES C 7 • @ 12" O.C. VERT SPACING — CMU VERTS, SEE G.S.N. - REBAR SHALL BE CENTERED IN THE 8" CMU WALL ABOVE r REINFORCING - SEE SCHEDULE J a w w cc J U c9 a >- 1 - AS REQ'D VARIES SEE PLAN 8" A.B.C. ov00 111. VAPOR RETARDER B/FTG - SEE GSN CONC SLAB - SEE PLAN FIN. FLR w w Q J a CONC. SLAB SEE PLAN SAWCUT 1/8" MAX WIDTH x 1/3 SLAB DEPTH A.B.C. TYPICAL CONTROL JOINT SAWCUT 1/8" MAX WIDTH x 1/3 DEPTH CONC. SLAB SEE PLAN FIN. FLR VAPOR RETARDER WHERE REQ'D. SEE ARCH'L FOR TYPE & LOCATION VAPOR RETARDER WHERE REQ'D. SEE ARCH'L FOR TYPE & LOCATION A.B.C. FIN. FLR 1/4" DIAMOND PLATE DOWEL AT 24" o.c. - INSTALL AT MID DEPTH TYP. CONSTRUCTION JOINT 24" MIN. FINISHED GRADE x 410.1.1.140(0-1710,001 CONCRETE SLAB SEE PLAN FIN FLR N—SEE PLAN A.B.C. FILL #4 DOWEL @ 32" o.c. #4 CONT TOP & BOTTOM CENTERLINE COLUMN JOINTS SEE PLAN (E) 6'-0" SQ TO REMAIN (E) FOOTING (E) BASE PLATE (E) COLUMN SEE PLAN DO NOT SAWCUT INTO (E) SLAB/FOOTING SAWCUT AS REQUIRED VAPOR RETARDER A.B.C. (2) #5 CONT. U.N.O. #5 @ 12" o.c. EACH WAY SECTION THRU DOCK LEVELER (E) 6'-0 SQ TO REMAIN (E) COLUMN, SEE PLAN (E) BASE PLATE CONC SLAB - SEE PLAN FIN FLR (E) FOOTING (E) WALL BEYOND SEE PLAN SLAB SEE PLAN PROVIDE #4 DWLS x 36" LONG @ 12" o.c. CENTERED IN SLAB AT ALL DODORS w w z J 0_ (E) FTG. TO REMAIN RECEIVED CITY OF TUK ILA AIJ1 32" ;m;. r' 1 ;. AND EPDXy us VIEWED FOR SIMPSON SMCFDE COMPLIANCE ESR 2508 APPROVED N) Cct1 TSIs NS 2017 1SEE PLAN FIN,FLR LAiy o ukwila 1 BUILDING DIVISION (E) BOND BEAM REINF. TO REMAIN SAWCUT AS REQUIRED FINISHED GRADE SEE SITE PLAN (E) STEM & FOOTING VAPOR RETARDER WHERE REQ'D. SEE ARCH'L FOR TYPE & LOCATION SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com AVS JOB #: 7162 44 w A.V. SCHWAN & ASSOCIATES CONSULTING ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265-4331 Fac (480) 663-1788 Website: wwwAVSchwan.com i Kra 5 .t' Ld: � co 'D a JWo Cn O bA) U • ct 0 co date: 8-5-2011 issued for: revision no.: date: job no.: 17-021 sheet title: FOUNDATION DETAILS sheet no.: 54,0 PL. 1/2x6x1'-0"w/ (2) 3/4" 0 x 5" EMBED PL. 1/2x6x 1'-0"w/ (2) 3/4" 0 x 5" EMBED PL. 1/2x6x 1'-0"w/ (2) 3/4" 0 x 5" EMBED PL. 1/2 x 6 x 1'-0" w/ (2) 3/4" 0 x 5" EMBED 4 (N) HSS BEAM, SEE PLAN • 3/16 ASIDES: • PL. 1/2x6x1'-0"w/ (2) 3/4" 0 x 5" EMBEC SEE ARCH'L T.O. OPENING 71 CORE DRILL 6" DIA HOLE @ CORNERS. / SAWCUT BETWEEN CORE HOLES - NO OVERCUTTING PERMITTED CORE DRILL 6" DIA HOLE @ CORNERS. SAWCUT BETWEEN CORE HOLES - NO OVERCUTTING PERMITTED SEE ARCH'L (N) T.O.S. / \ / / \ / \ / \ / \ (N) HSS BEAM, SEE PLAN CORE DRI 6" DIA HOLE @ CORNERS. SAWCU tBETWEEN CORE HOLES - NO O PRCUTTING PERMITTED 1 / I 1 1 / 1 / /1 / 1 / / 1 CORE DRILL 6" DIA HOLE @ CORNER SAWCUT BETWEEN CORE HOLES - NO OVERCUTTING PERMITTED / SAWCUT BETWEEN CORE HOLES - NO OVERCUTTING PERMITTED 4: COR D ILL 6" DIA HOLE @ CORNERS. SA UT BETWEEN CORE HOLES - NO1OVERCUTTING PERMITTED FIN FLR (N) OPENING (N) OPENING (E) OPENING (N) OPENING (N) OPENING (N) INFILL - SEE 11/54.0 (E) OPENING SEE ARCH'L SEE ARCH'L SEE ARCH'L SEE ARCH'L (E) CONCRETE WALL (N) HSS SEE PLAN 1/2" 0 x 3 1/4" EMBED SIMPSON TITEN HD SCREW ANCHOR AT @ 24" O.C. VERT. SPACING 3" DIA. ACCESS HOLE d .4 0 SEE ARCH'L (E) WALL BEYOND T.O.S SEE ARCH'L 10" EQ. EQ. a: H BEAM SEE PLAN IliiiS l 1/4 PL. 3/8 x 8 x 1'-0" w/ (2) 3/4" 0 x 6" EMBED (E) PILASTER . e. • 24 4 PL. 1/2 x 6 x 1'-0" w/ : 4. (2) 3/4" 0 x 5" EMBED' 48• <_ • e (N) HSS BEAM, SEE PLAN • Z. e 2 a .4 .e A -------©-------.---- 4 d 4 ••d • 24" o.c. a • ° • 1'-0" A. • 3 SIDES >3/16i/ ---0-- CORE DRILL 6" DIA HOLE @ CORNERS / \ SAWCUT BETWEEN CORE HOLES - NO OVERCUTTING PERMITTED \ / PL. 1/2 x 6 x 1'-0" w/ (2) 3/4" 0 x 5" EMBED \ A A / \ / \ / / \ / \ CORE DRILL 6" DIA HOLE @ CORNERS. SAWCUT BETWEEN CORE HOLES - NO OVERCUTTING PERMITTED / • e• 4 • • d 4. • ° . 4 e• 4 . g. 4 • 4ev .4 a d PL. 1/2x6x1'-0"w/ (2) 3/4" 0 x 5" EMBED +0' - • FIN FL REVIEWED FOR CODE COMPLIANCE APPROVED OCT 0 6 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 11 2011 PERMIT CENTER SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com AVS JOB #: 7162 w4 A.V. SCHWAN & ASSOCIATES CONSULTING ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265-4331 Fac (480) 663-1788 Website: wwwAVSchwaacom l 00 aW U N .o coc �w LilzQ Ow� 0.23 Q poCDoco5 date: 8-3-2017 issued for: PERMIT SUBMITTAL revision no.: date: job no.: 17-027 sheet title: SECTIONS sheet no.: 54j (N) OPENING (SEE ARCH'L./MECH. DWGS.) (N) (2) 2x6 w/ SIMPSON U26-2 HANGERS 362T150-43 w/ (2) #10 TEK SCREWS AT EACH STUD 8d NAILS @ 4" o.c. - TYP @ ALL (N) SUPPORTS 362S162-43 @ 16" o.c. 3/8" CONT BENT PLATE w/ 2" VERT LEG 3/16 V2-8 <TYP PROVIDE 3/8"x4"x0'-4" PLATE AT BRACE LOCATIONS 3/16 ><TYP STEEL SHIM PLATES AS REQUIRED METAL DECK, SEE PLAN (E) PLYWOOD SHEATHING TO BE REPLACED AS REQ'D 16 GA.x3"x3" BENT PLATE w/ (2) #10 TEK SCREWS EACH STUD - TYPICAL (E) JOIST (N) 2x6 @ OPENING w/ SIMPSON U26 HANGERS NOTES: 1. TYPICAL FOR ALL OPENINGS IN ROOF WITH GREATER THAN 12" DIMENSION. NOTE: SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATION TYPICAL ROOF OPENING 5/8" DIA. x 3 1/2" LAG SCREW w/ WASHER @ EACH CORNER (N) 4x4 UNDER (N) UNIY CURB (E) ROOF SHEATHING r MECH. UNIT MAX. WEIGHT SEE PLAN (E) JOIST (N) 4x4 UNDER (N) UNIY CURB • AIMIEIWAIN 1 I1WAF — — (N) SIMPSON H2.5 (N) BEAM, SEE PLAN (N) SIMPSON LUS410 HANGER (E) GLB BEAM, SEE PLAN (N) SIMPSON H2.5 (N) SIMPSON H2.5 @ (E) 2x4 (E) 2x4 (N) (2) 2x4 @ EA. BEAM w/ SIMPSON LUS24-2 EACH END (N) BEAM, SEE PLAN (N) SIMPSON LUS410 HANGER 10 MECHANICAL SUPPORT (E) ROOF SHEATHING (E) GLB BEAM, SEE PLAN (E) 2x4 (N) SIMPSON H2.5 @ (E) 2x4 (N) JOIST, SEE PLAN (N) SIMPSON LUS410 HANGER (E) CMU WALL. (N) SIMPSON LTP4 (1 EACH SIDE OF (N) BEAM ) (E) 2x4 SUBPURLINS, SEE PLAN (E) ROOF SHEATHING (N) SIMPSON H2.5AAT EACH 2x4 SUBPURLIN (N) BEAM, SEE PLAN (N) SIMPSON HANGERS @ 4X10 - SIMPSON LUS410 (E) LEDGER - FIELD VERIFY SIZE AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCY BREAK FACE SHELL AND GROUT WALL SOLID AT CONNECTIONS, IF REQUIRED (N) (2) 5/8" DIA. x 5 1/2" EMBED w/ SIMPSON SET XP ON 10" GAGE (N) 4x12 x1'-4" LONG WOOD LEDGER 3/16 1/8 I 362S162-43 @ 16" o.c. 1/8 3625162-43 AT 16" o.c. PLYWOOD SHEATHING SEE ARCH'L (4) #10 TEKS - TYP 16 GA.x3"x3" BENT PLATE w/ (2) #10 TEK SCREWS EACH STUD - TYPICAL STEEL BEAM, SEE PLAN <TYP 1/4" STIFFENER PLATE EACH SIDE STEEL BEAM, SEE PLAN L2x2x1/4" AT 6'-0" o.c. CANOPY BEAM STEEL COLUMN AS OCCURS, SEE PLAN (E) CONCRETE TILT PANEL LEDGER SEE DETAIL 3/ - METAL DECK - SEE PLAN BEAM SEE PLAN 3/8 CONN. PLATE (2) 3/4" DIA. A325N BOLTS PL. 1/2x10x1'-0"w/ (4) 3/4" 0 EPDXY BOLTS x 4 1/2" EMBED - USE SIMPSON SET -XP TYP 3/16 BEAM, SEE PLAN PL 3/8 x 4 x 0'-4" L2x2 3/8" CONT BENT PLATE w/ 2" VERT LEG 3/16 METAL DECK, SEE PLAN 16 GA.x3"x3" BENT PLATE w/ (2) #10 TEK SCREWS EACH STUD - TYPICAL —mommismommak.w.. / / / / L2 1/2" x 2 1/2" x: �•� BEAM, SEE PLAN . / / / / r DEC 3/1628 362S162-43 AT 16" o.c. til �I %1I4 3625162-43 AT 16" o.c. 362S162-43 @ 16" o.c. 1/8 PLYWOOD SHEATHING SEE ARCH'L (4) #10 TEKS - TYP 16 GA.x3"x3" BENT PLATE w/ (2) #10 TEK SCREWS EACH STUD - TYPICAL SEE ARCH'L T.O. (N) PARAPET 600T200-54 CONT w/ (2) #10 TEK SCREWS AT EACH STUD 600S162-43 AT 16" o.c. 1/2" PLYWOOD SHEATHING SEE G.S.N. 600T200-54 CONT w/ (2) #10 TEK SCREWS @ EACH STUD & (2) HILTI X -U PINS @ 12" o.c. Agii SEE ARCH'L T.O. (E) PARAPET (E) CONCRETE PANEL (4) #10 TEK SCREWS 600S162-43 @ 16" o.c. (E) 2x4 AT 24" o.c. SEE PLAN (E) 4x14 SEE PLAN 600T200-54 CONT. w/ (2) #12 SCREWS @ EACH KICKER 4 x 6 IN LUS 46 EACH END w/ #12 SCREWS @ 12" o.c. MASONRY VERTS - SEE G.S. GROUT POCKET SOLI SOILD GROUT (2) CELLS BELOW BEAM BRG (U.N.O.) FULL HEIGHT - SEE PLAN MASONRY WALL - SEE PLAN /16" CONT. K - SEE PLAN (B.O.D.) SEE PLAN 2) NOTE: ERECT JOIST/ BEAM ONLY AFTER GROUT HAS REACHED FULL 28 DAY STRENGTH (2) #5 CONT. IN MIN 8" DEEP BOND BEAM / / METAL LATH OR NYLON MESH DAM MASONRY VERTS - SEE G.S.N. MASONRY WALL - SEE PLAN / 3/16 METAL DECK - SEE PLAN 4 L2 1/2" x 2 1/2" x 3/16" CONT. PLATE 3/8" x 6" x 0'-6" WITH (2) 3/4" DIA. x 5" LONG H.A.S. @ 48" O.C. A DET 2A: @ EACH END OF WALLS & @ MID -SPAN BTWN JOISTS (E) CONCRETE TILT PANEL C3) METAL DECK - SEE PLAN L3 x 3 x 1/4 CONT. LEDGER w/ 3/4"0 x 4 1/2" EMBED EPDXY ANCHORS @ 24" o.c. INTO SOLID GROUTED CELL METAL DECK, SEE PLAN 3/16 BEAM, SEE PLAN 3/4" CAP PLATE 3/4" ERECTION BOLTS COLUMN, SEE PLAN 7 FOR METAL STUD FRAMING SEE DETAIL 7/- 3/16 1/4 V REVIEWED FOR o . a LIANCE 0..1: ED OCT 0 6 2017 City of Tukwila BUILDING DIVISION <TYP RECEIVED CITY OF T if KWILA AUG 11 2017 PERMIT CENTER NOTE: ADDITIONAL FRAMIN NOT SHOWN FOR CLARITY SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com AVS JOB #: 7162 A.V. SCHWAN & ASSOCIATES CONSULTING ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265-4331 Fax(480) 663-1788 Website: wwwAVSchwan.com I IIIIM § WV °4' a (n D NZ a (r000OW Q U jW 1 Ci h;!1(.1 u9 ) 00 0 a) • c as > date: S-3-2017 / / / / L2 1/2" x 2 1/2" x: . ),./ / / / / ••—'4-..• / / / / 3/16 METAL DEC job no.: 17-027 %1I4 �4 /.. / :' , .:./ BEAM- MIN 1" GROUT PAK /.:::.:;: /:- /'..:s:/ /' / ; :/ ,./ PL 1/2 x 6 x 0'-10" w/ ( 3/4"O x 8" H.S. /16" CONT. K - SEE PLAN (B.O.D.) SEE PLAN 2) NOTE: ERECT JOIST/ BEAM ONLY AFTER GROUT HAS REACHED FULL 28 DAY STRENGTH (2) #5 CONT. IN MIN 8" DEEP BOND BEAM / / METAL LATH OR NYLON MESH DAM MASONRY VERTS - SEE G.S.N. MASONRY WALL - SEE PLAN / 3/16 METAL DECK - SEE PLAN 4 L2 1/2" x 2 1/2" x 3/16" CONT. PLATE 3/8" x 6" x 0'-6" WITH (2) 3/4" DIA. x 5" LONG H.A.S. @ 48" O.C. A DET 2A: @ EACH END OF WALLS & @ MID -SPAN BTWN JOISTS (E) CONCRETE TILT PANEL C3) METAL DECK - SEE PLAN L3 x 3 x 1/4 CONT. LEDGER w/ 3/4"0 x 4 1/2" EMBED EPDXY ANCHORS @ 24" o.c. INTO SOLID GROUTED CELL METAL DECK, SEE PLAN 3/16 BEAM, SEE PLAN 3/4" CAP PLATE 3/4" ERECTION BOLTS COLUMN, SEE PLAN 7 FOR METAL STUD FRAMING SEE DETAIL 7/- 3/16 1/4 V REVIEWED FOR o . a LIANCE 0..1: ED OCT 0 6 2017 City of Tukwila BUILDING DIVISION <TYP RECEIVED CITY OF T if KWILA AUG 11 2017 PERMIT CENTER NOTE: ADDITIONAL FRAMIN NOT SHOWN FOR CLARITY SAKE REINDERSMA ARCHITECT 5450 E. High Street, Suite 200 Scottsdale, Arizona 85054 p: 480.515.5123 f: 602.513.7193 www.sra360.com AVS JOB #: 7162 A.V. SCHWAN & ASSOCIATES CONSULTING ENGINEERS 6000 E. Thomas Road, Suite 1 Scottsdale, Arizona 85251 Phone: (602) 265-4331 Fax(480) 663-1788 Website: wwwAVSchwan.com I IIIIM § WV °4' a (n D NZ a (r000OW Q U jW 1 Ci h;!1(.1 u9 ) 00 0 a) • c as > date: S-3-2017 issued for: PERMIT SUBMITTAL revision no.: date: job no.: 17-027 sheet title: FRAMING DETAILS sheet no.: s�.o \\JUSTIN-2014\Users\Public\Documents\TIGLAS Tiglas Engineering Associates, Inc. expressly reserves its common law copyright & other property rights in these plans. All designs, information, data, plans, drawings and specifications are the property of Tiglas Engineering Associates, Inc. as instruments of service and may not be used for any other purpose without written consent of Tiglas Engineering Associates, Inc. No liability is assumed for deviations from these documents. GENERAL NOTES: A. EXISTING CONDITIONS ARE BASED ON RECORD DRAWINGS PROVIDED BY THE OWNER AND/OR LIMITED FIELD VERIFICATION BY OTHERS. CONTRACTOR SHALL ADJUST TO ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE PROJECT. B. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID. NO ADDITIONAL COMPENSATION WILL BE PROVIDED FOR ANY EXTRAS DUE TO THE CONTRACTOR'S FAILURE TO VISIT THE PROJECT SITE PRIOR TO SUBMITTING THE BID. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER FOR RESOLUTION. C. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH DEMOLITION WORK PRIOR TO BIDDING AND START OF WORK. CONTRACTOR IS RESPONSIBLE TO DEMOLISH ALL EXISTING AS REQUIRED FOR INSTALLATION/CONSTRUCTION OF NEW WORK. D. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE GOVERNMENT AND LOCAL CODES. E. MECHANICAL CONTRACTOR SHALL FIELD COORDINATE WITH ELECTRICAL CONTRACTOR FOR ALL POWER REQUIREMENTS, PRIOR TO ORDERING ANY EQUIPMENT. F. ALL CONTRACTORS SHALL REVIEW A COMPLETE SET OF CONSTRUCTION DOCUMENTS AND COOPERATE WITH THE OTHER TRADES SO THAT THE INSTALLATION OF ALL EQUIPMENT MAY BE PROPERLY COORDINATED. G. ALL EQUIPMENT FURNISHED SHALL FIT THE SPACE AVAILABLE WITH CONNECTIONS IN THE REQUIRED LOCATIONS AND WITH ADEQUATE SPACE FOR OPERATING AND SERVICING. THE DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATE THE INTENT OF THE INSTALLATION WHILE THE SPECIFICATIONS AND EQUIPMENT LIST DENOTE THE TYPE AND QUALITY OF MATERIAL AND WORKMANSHIP TO BE USED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENTS. WHERE A CONFLICT EXISTS BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, THE HIGHER AND/OR MORE COSTLY STANDARD WILL APPLY. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER WHOSE DECISION SHALL BE FINAL. NO ALLOWANCE WILL BE MADE SUBSEQUENTLY IN THIS REGARD ON BEHALF OF THE CONTRACTOR AFTER AWARD OF THE CONTRACT. H. COORDINATE DUCT ROUTING AND HEIGHTS WITH GENERAL CONTRACTOR. VERIFY ALL CLEARANCES BEFORE STARTING WORK. I. THE CONTRACTOR SHALL INSTALL ALL PIPING, DUCTWORK AND EQUIPMENT AS REQUIRED TO CONFORM TO THE STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE CEILING HEIGHTS AND HEADROOM AND MAKE ALL EQUIPMENT REQUIRING MAINTENANCE OR REPAIR ACCESSIBLE. J. ALL DUCT CONNECTIONS TO HVAC EQUIPMENT MUST BE MADE WITH FLEXIBLE CONNECTORS. K. DO NOT ATTACH ANYTHING TO DECK ABOVE. ATTACH TO STRUCTURE (I.E. BEAMS, JOISTS) ONLY. DUCT HANGERS SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODE. ALL CONNECTIONS TO JOISTS SHALL BE MADE AT THE TOP CORD. COORDINATE WITH STRUCTURAL ENGINEER. L. ALL DUCT DIMENSIONS INDICATED ARE CLEAR INSIDE DIMENSIONS. ALL SUPPLY AND UNTEMPERED OUTDOOR AIR DUCTWORK SHALL BE LINED WITH I" ACOUSTICAL DUCT LINER OR WRAPPED WITH I-1/2" THICK FIRE RETARDANT FIBERGLASS WITH A REINFORCED ALUMINUM FOIL JACKET AND SHALL BE APPROVED FOR USE BY SMACNA AND NAIMA. RETURN AIR TRANSFER DUCTS AND RETURN DUCTWORK WITHIN 10 FEET OF THE UNIT FAN SHALL BE LINED WITH I" ACOUSTICAL DUCT LINER. M. PROVIDE REMOTE VOLUME DAMPER CONTROL MANUFACTURED BY YOUNG REGULATOR OR UNITED ENERTECH FOR DAMPERS LOCATED ABOVE INACCESSIBLE CEILINGS. LOCATE CONTROLLER ABOVE ACCESSIBLE CEILING LOCATION. N. THIS PROJECT UTILIZES A PLENUM RETURN AIR CEILING DESIGN. ALL EQUIPMENT AND MATERIALS INSTALLED IN THE PLENUM RETURN CEILINGS MUST MEET THE FLAME SPREAD AND SMOKE DEVELOPED RATINGS OF 25/50 AND BE APPROVED FOR USE IN PLENUM RETURN CEILINGS. 0. ROOF MOUNTED EQUIPMENT SHALL BE LABELED WITH THE TENANT NAME AND SPACE NUMBER WITH 3" HIGH WEATHER PROOF LETTERS. P. MECHANICAL CONTRACTOR SHALL PROVIDE TENANT WITH A WRITTEN ONE (I) YEAR MANUFACTURER'S WARRANTY AND I YEAR LABOR WARRANTY IN ADDITION TO MANUFACTURERS WARRANTY. ON ALL HVAC EQUIPMENT PROVIDED AND / OR INSTALLED. THE WARRANTY SHALL INCLUDE ALL LABOR, MATERIALS AND THREE (3) ROUTINE SERVICES INCLUDING FILTER CHANGES DURING A ONE (1) YEAR PERIOD. Q. AT THE COMPLETION OF CONSTRUCTION AN NEBB, AABC OR TABB CERTIFIED AIR BALANCE REPORT SHALL BE SUBMITTED TO THE ENGINEER, TENANT, AND LANDLORD. THE BALANCING MUST BE COMPLETED BY AN INDEPENDENT, THIRD PARTY CONTRACTOR WITH NO TIES TO THE INSTALLING CONTRACTORS. 1 2 3 4 5 6 7 8 !IIII'L_ !IIII1_____ i. - —- - .r___1'1111 _ NOTE 5p UH -I NOTE 8 II , 30/30 NOTE 6 /400 CFM OSA . El 20 - LOADING DOCK I_ 11115111L z — ` 1048 NOTE 3;1J NOTE /0 �iy;:�-1 nl a c� RTU -12 10 TO DISPLAY BUILDING Roots NOTE 7 (EF 3) NOTE 8 NOTE 8 NOT 8 ��� ummmu°I00Q0°1010u�mu+uus°muunQ°0°uu co 0 No co co TO RTU-12ROR NOTE 2 JAN DATA NOTE 4 2050 CFM OSA i� 60/1560/15 liffi 2050 FM OSA ....-114111 NOTE 4 2050 CFM OSA ��� 60/15 G.'�+ :{®� (RTU 9) MI �T-�,/7q TU -7 RTU -8) TO RTU -7 ®i (R ) �1`� 11!'1 1 II - YY �- T NOTE7 © -- © ). 0:4•n!1 StcN CORRIDOR _ (EF -2) �:� ! 15 TON Orrrl �+ �!!� 1 O 15 TON 15 TON ® I y Illi Ili TO RTU -9 TO RTU -8 - NOTE 2 NOTE 3 NOTE /0 ...... NOTE 2 OTE 3 OTE /0 O NOTE 3 NOTE /0 Z cj WOMENS c, Ci 0 s0ECO MENS �o p �M O `,O� o Li.. U O OOh co Lo Y y r _ IIIM g�� `�� cg g0' NOTE 7 �� ■ 11 (EF -0 O ii BREAK on ROOM 1� ;; 'AiI RTU-13TON 1 1 TE3 5 t ► 1 a '� ■ ■ 11 ASSIST. ROOM MNVAUL CORRIDOR OB o . I j�l) ® ': �!II Iw � NOTE 4 (RTU-// RTU -/2) TRAINING ED 11:1;) - _ ., TO RTU -/l NOTE 2 SALES 8 I 11� NOTE in NOTE 8 101 A NOTE 8 NOT 8 �� �� �� 1400 CFM OSA 30/30 2050 CFM OSA IIM 60/15 2050 i FM OSA 60/15 NOTE 4 2050 CFM OSA 60/15 • 11 (RTU -4, RTU -5) TO RTU -4 �. ^^ RTU © JY.. --L=J..'� © _ �_ ►L. ii - 1- ►��, I.i -II ►L �, �� �1/ 15 TON �+ �!� �aiiii 15 TON �,.; ��yr 1��1 15 TON NOTE 3 :_:...k.!" to TON it NOTE /0 WAREHOUSE c.. o co o� "oi TO RTU -6 NOTE 2 NOTE 3 NOTE /D Lli,..: oo::,,)NL: o DCa11 l i V TO RTU -5 NOTE 2 OTE 3 OTE /0 O oa�j 0 'off y O ko NOTE 3 NOTE /0 o� o 0� 0 on V (RTU -3, RTU NOTE 4 -6) NOTED NOTE 8 NOTE 8 NOT 8 ' �� �� �� /400 CFM OSA 30/30 : NOTE 4 2050 CFM OSA I. 60/15 2050 FM OSA 60/15 NOTE 4 2050 CFM OSA 60/15 ,111-4 (RTU /0) FIRM 177 (RTU-/, RTU -2) TO RTU-/ © - ' yy - ,- (rte{I RTU 10 © © °,... ,! �!� 15 TON �I nn - � 15 TON ► 1.44 r4 15 TON f�( � � 10 TON�' � y � y hi ill NOTE 3 NOTE /0 o; TO RTU /0 NOTE 2 o TO RTU -3 NOTE 2 NOTE 3 NOTE /0 —� TO RTU -2 NOTE 2 OTE 3 OTE /0 o� a NOTE 3 NOTE /0 NOTE LL — o o I d v �� y d � PRO SALES 8 8 102 1\0 �0 I IIrfli, 1. ,� zoo CFM 0000 NOTES UH -2 NOTE 6 c i V� 141 !) II B 81E1 0-2 RTU / /5 NOTE / i �� _ - . _ _ II — 0 0 Flif gi o o IIPU 0 O 0 0 0 0 o1 o o 1. CO OVERALL MECHANICAL PLAN .01 to HVAC NOTES: COMMUNICATING THERMOSTAT WITH REMOTE SENSING CAPABILITIES SHALL BE FURNISHED BY ENTOUCH AND INSTALLED IN THE POWERWALL BY SQUARE D. THERMOSTATS SERVING THE SAME TEMPERATURE ZONE SHALL BE INTERLOCKED TO PREVENT SIMULTANEOUS HEATING AND COOLING. WIRING AND CONDUIT FROM SENSOR TO THERMOSTAT AND FROM THERMOSTAT TO ROOFTOP UNIT SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. 2. REMOTE TEMPERATURE SENSORS SHALL BE FURNISHED BY ENTOUCH AND INSTALLED BY MECHANICAL CONTRACTOR. MOUNT SENSOR ON COLUMN OR WALL AT 84" ABOVE FINISHED FLOOR. WIRING AND CONDUIT FROM SENSOR TO THERMOSTAT SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. 3. TEMPERATURE SENSOR SHALL BE FURNISHED BY ENTOUCH AND INSTALLED BY MECHANICAL CONTRACTOR. MOUNT SENSOR IN SUPPLY AIR DUCT FOR MONITORING OF DISCHARGE AIR TEMPERATURE. WIRING AND CONDUIT FROM SENSOR TO EMS SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. 4. CARBON DIOXIDE (CO2) SENSOR SHALL BE FURNISHED BY OWNER AS PART OF LENNOX PACKAGE TO CONTROL ROOFTOP UNIT DEMAND CONTROL VENTILATION AND SHALL BE INSTALLED BY MECHANICAL CONTRACTOR. SENSOR SHALL BE CAPABLE OF MAINTAINING A CO2 CONCENTRATION OF LESS THAN OR EQUAL TO 600 PPM. MOUNT SENSOR AT 80" ABOVE FINISHED FLOOR. WIRING AND CONDUIT FROM SENSOR TO ROOFTOP UNIT CONTROLLER SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. 5. PROVIDE THERMOSTAT WITH UNIT HEATER. MECHANICAL CONTRACTOR SHALL INSTALL THERMOSTAT AT 84" ABOVE FINISHED FLOOR AS INDICATED ON PLAN. PROVIDE WITH INSULATED BACK FOR INSTALLATION ON EXTERIOR WALL. PROVIDE WITH LOCKING COVER. 6. MOUNT UNIT HEATER AT 14'-0" ABOVE FINISHED FLOOR. EXTEND FLUE TO ROOF FLUE VENT CAP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 7. PROVIDE NEW EXHAUST FAN AS NOTED ON PLANS AND SCHEDULED ON SHEET M300. THE CONTRACTOR SHALL FIELD VERIFY THAT THE LOCATION SHOWN IS A MINIMUM OF 10'-0" FROM ANY OUTDOOR AIR INTAKE. 8. PROVIDE FULL-SIZE RETURN AIR OPENING IN TOP OF DUCT WITH 3/4" MESH GALVANIZED SCREEN. EXTEND DUCT MINIMUM OF 5'-0" PRIOR TO OPENING. RETURN AIR DUCTWORK WITHIN 10'-0" OF UNIT SHALL BE LINED WITH I" ACOUSTICAL LINER. 9. NOT USED. 10. MOUNT BOTTOM OF DROP BOX DRUM LOUVER AT 18' ABOVE FINISHED FLOOR. DRUM LOUVER SHALL BE FURNISHED BY OWNER AS PART OF LENNOX PACKAGE. MECHANICAL CONTRACTOR SHALL INSTALL DRUM LOUVER AND DUCTWORK/TRANSITION BETWEEN DRUM LOUVER AND ROOFTOP UNIT. DUCT SMOKE DETECTORS SHALL NOT BE REQUIRED ON ROOFTOP UNITS SERVING THE SALES AND STOCK AREAS, PER IMC 606.2 EXCEPTION: DETECTORS SHALL NOT BE REQUIRED DISTRIBUTION SYSTEMS ARE INCAPABLE OF SPREADING SMOKE BEYOND ENCLOSED WALLS AND FLOORS. SCALE: 1/16" = I'-0" NORTH RECEIVED CITY OP TUKWILA AUG 11 2017 PERMIT CENTER PI Engineering REQUIRED Associates, Inc ramie@tiglaseng.com Consulting Engineers TEA # 11122 MP SAKE REINDERSMA ARCHITECT 5450 E. HIGH STREET, SUITE 200 SCOTTSDALE, ARIZONA 85054 P: 480.515.5123 F: 602.513.7193 www. SRA360. COM ARCHITECT: STRUCTURAL: O O 111rekIP:Al Jap SZC)1 00§ O x�J g -J 0 >- W DATE: 8-3-2017 ISSUED FOR: PERMIT SUBMITTAL REVISION NO.: DATE: JOB NO.: 17-027 SHEET TITLE: OVERALL MECHANICAL PLAN SHEET NO.: M 1 00 r 0 z e a 0 0 0) Tiglas Engineering Associates, Inc. expressly reserves its common law copyright & other property rights in these plans. All designs, information, data, plans, drawings and specifications are the property of Tiglas Engineering Associates, Inc. as instruments of service and may not be used for any other purpose without written consent of Tiglas Engineering Associates, Inc. No liability is assumed for deviations from these documents. /00 CFM -1 EF -3 NOTE II ENLARGED MECHANICAL PLAN SCALE: 1/4" = 1'-0" NOTE /3 NOTE /2 10/10 G-4 NOTE 7 NORTH HVAC NOTES: I. REMOTE TEMPERATURE SENSOR SHALL BE FURNISHED BY ENTOUCH AND INSTALLED BY MECHANICAL CONTRACTOR. MOUNT SENSOR ON COLUMN AT 60" ABOVE FINISHED FLOOR. WIRING AND CONDUIT FROM SENSOR TO THERMOSTAT SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. 2. TEMPERATURE SENSOR SHALL BE FURNISHED BY ENTOUCH AND INSTALLED BY MECHANICAL CONTRACTOR. MOUNT SENSOR IN SUPPLY AIR DUCT FOR MONITORING OF DISCHARGE AIR TEMPERATURE. WIRING AND CONDUIT FROM SENSOR TO EMS SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. 3. PROVIDE 12/10 EXHAUST AIR DUCT UP TO EF -I ON ROOF. 4. CONTRACTOR SHALL UNDERCUT DOOR 3/4". 5. PROVIDE FULL-SIZE RETURN AIR OPENING IN TOP OF DUCT WITH 3/4" MESH GALVANIZED SCREEN. EXTEND DUCT MINIMUM OF 5'-0" PRIOR TO OPENING. RETURN AIR DUCTWORK WITHIN 10'-0" OF UNIT SHALL BE LINED WITH I" ACOUSTICAL LINER. 6. NOT USED. 7. EXTEND WARM -AIR EXHAUST DUCT FURNISHED WITH PAC -I UNIT TO WALL GRILLE AS INDICATED ON PLANS AND PROVIDE TRANSITION AND CONNECTION AS NECESSARY. PAINT GRILLE TO MATCH WALL AS COORDINATED WITH ARCHITECT. 8. TEMPERATURE SENSOR FOR MONITORING SHALL BE FURNISHED AND INSTALLED BY ENTOUCH. 9. MECHANICAL CONTRACTOR SHALL INSTALL FLEXIBLE COOLING DUCT ACCESSORY ON UNIT PAC -I. COORDINATE COOLING DUCT TERMINATION LOCATION AND DIRECTION WITH PROJECT MANAGER. 10. PROVIDE THERMOSTAT TO CONTROL EXHAUST FAN EF -2. CONTRACTOR SHALL SET THERMOSTAT TO ENGAGE EXHAUST FAN AT 80° FAHRENHEIT OR AS DIRECTED BY THE OWNER. 11. PROVIDE NEW EXHAUST FAN AS NOTED ON PLANS AND SCHEDULED ON SHEET M300. 12. PROVIDE 8/8 EXHAUST AIR DUCT UP TO EF -2 ON ROOF AND EXTEND 3" BELOW CEILING. CONTRACTOR SHALL COVER OPEN END WITH 3/4"x3/4" WIRE MESH. 13. EXHAUST FAN (EF -3) ON ROOF CURB WITH 8"X8" DUCT DOWN TO 12"X12" G2 EXHAUST GRILLE. RECEIVED CITY OF TUKWILA AUG 11 2011 PERMIT CENTER las Engineering Associates, inc Consulting Engineers PhOnPhue::��� �ialr N Fax 1I'ry 1� lite 809W. 4 • • 1L TED iamie@tiglaseng.com TEA # 17122 MP SAKE REINDERSMA A R C H ITECT 5450 E. HIGH STREET, SUITE 200 SCOTTSDALE, ARIZONA 85054 P: 480.515.5123 F: 602.513.7193 www.sRA360.com ARCHITECT: STRUCTURAL: O N,P44 J CC937 00 LC?) tf� DD Um2_ LL o4 oaad bow � E3 112 a•g.v a � &'e gg f.:12Ay 4,511 �aaa >— et; OL 0_ Cr IX LLJ z< oU� dsC_)Q O—� 0 O LLI— z a_ > w DATE: 8-3-2017 L REVISION NO.: DATE: JOB NO.: 17-027 r JANITOR -2 NOTNOT E II 107 DATA NOTE4 116 Ov PAI NO -I E 9 \�ATE/0 L 1 ::�� NOTE 4 • 6"0 NOTE NOTE 8 4 50 CFM 6/6 CORRIDOR 1 X6/6 D-4 � 108 SIGN ►� - 10/22 G-/�j /I 1 17 n 'I�� NOTE 4 VD IN DR'PII 75 CFM 011NOTE VD 4 c 6"6 D-1 to U Q (1 , C; c > /75 CFM -' l75 CFM , `8"0 0-3 08"Z i� of 8 ��li 8"P1 D-3 >- N f WOMENS �I: �° ° 106 MENS 105 oL.-- o 0 • �— --k--�� VD IN DROP NOTE /E // 275 CFM ` 1�1 ' /2/6 EF 8/8 G-2 o :o o: r, o /2//0 J. A 4 1 fll 1 LJ OO �0 o,v 350 CFM /0". D-/ 0 10"0 > c3 BREAK ROOM 109 TO RTU -/3 NOTE/ ---. •— 1/ J —© /8//6 — S TE 2 UP RTU TO -/3 o 0 N 0 Pn /50 .','F'M., C..) O c 6" D-/ i _ ASSIST. RODM 22/10 G\ 114 1 COPRIDOR 2 VAULT N. 111 I 112 O N 22//0Gf 1 = v0 c3 N co 03 CASH ROOM CEM 113 n 115 T 7.0' J fl' > CFM <175 6'0 D-1 8'0 I 'I, v VD 0 N O o0 0 cb o TRAINING 110 ,,,41) 400 CFM .,�� ` 10". 0 D-/ O ( ENLARGED MECHANICAL PLAN SCALE: 1/4" = 1'-0" NOTE /3 NOTE /2 10/10 G-4 NOTE 7 NORTH HVAC NOTES: I. REMOTE TEMPERATURE SENSOR SHALL BE FURNISHED BY ENTOUCH AND INSTALLED BY MECHANICAL CONTRACTOR. MOUNT SENSOR ON COLUMN AT 60" ABOVE FINISHED FLOOR. WIRING AND CONDUIT FROM SENSOR TO THERMOSTAT SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. 2. TEMPERATURE SENSOR SHALL BE FURNISHED BY ENTOUCH AND INSTALLED BY MECHANICAL CONTRACTOR. MOUNT SENSOR IN SUPPLY AIR DUCT FOR MONITORING OF DISCHARGE AIR TEMPERATURE. WIRING AND CONDUIT FROM SENSOR TO EMS SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. 3. PROVIDE 12/10 EXHAUST AIR DUCT UP TO EF -I ON ROOF. 4. CONTRACTOR SHALL UNDERCUT DOOR 3/4". 5. PROVIDE FULL-SIZE RETURN AIR OPENING IN TOP OF DUCT WITH 3/4" MESH GALVANIZED SCREEN. EXTEND DUCT MINIMUM OF 5'-0" PRIOR TO OPENING. RETURN AIR DUCTWORK WITHIN 10'-0" OF UNIT SHALL BE LINED WITH I" ACOUSTICAL LINER. 6. NOT USED. 7. EXTEND WARM -AIR EXHAUST DUCT FURNISHED WITH PAC -I UNIT TO WALL GRILLE AS INDICATED ON PLANS AND PROVIDE TRANSITION AND CONNECTION AS NECESSARY. PAINT GRILLE TO MATCH WALL AS COORDINATED WITH ARCHITECT. 8. TEMPERATURE SENSOR FOR MONITORING SHALL BE FURNISHED AND INSTALLED BY ENTOUCH. 9. MECHANICAL CONTRACTOR SHALL INSTALL FLEXIBLE COOLING DUCT ACCESSORY ON UNIT PAC -I. COORDINATE COOLING DUCT TERMINATION LOCATION AND DIRECTION WITH PROJECT MANAGER. 10. PROVIDE THERMOSTAT TO CONTROL EXHAUST FAN EF -2. CONTRACTOR SHALL SET THERMOSTAT TO ENGAGE EXHAUST FAN AT 80° FAHRENHEIT OR AS DIRECTED BY THE OWNER. 11. PROVIDE NEW EXHAUST FAN AS NOTED ON PLANS AND SCHEDULED ON SHEET M300. 12. PROVIDE 8/8 EXHAUST AIR DUCT UP TO EF -2 ON ROOF AND EXTEND 3" BELOW CEILING. CONTRACTOR SHALL COVER OPEN END WITH 3/4"x3/4" WIRE MESH. 13. EXHAUST FAN (EF -3) ON ROOF CURB WITH 8"X8" DUCT DOWN TO 12"X12" G2 EXHAUST GRILLE. RECEIVED CITY OF TUKWILA AUG 11 2011 PERMIT CENTER las Engineering Associates, inc Consulting Engineers PhOnPhue::��� �ialr N Fax 1I'ry 1� lite 809W. 4 • • 1L TED iamie@tiglaseng.com TEA # 17122 MP SAKE REINDERSMA A R C H ITECT 5450 E. HIGH STREET, SUITE 200 SCOTTSDALE, ARIZONA 85054 P: 480.515.5123 F: 602.513.7193 www.sRA360.com ARCHITECT: STRUCTURAL: O N,P44 J CC937 00 LC?) tf� DD Um2_ LL o4 oaad bow � E3 112 a•g.v a � &'e gg f.:12Ay 4,511 �aaa >— et; OL 0_ Cr IX LLJ z< oU� dsC_)Q O—� 0 O LLI— z a_ > w DATE: 8-3-2017 ISSUED FOR: PERMIT SUBMITTAL REVISION NO.: DATE: JOB NO.: 17-027 SHEET TITLE: ENLARGED MECHANICAL PLAN 0 0 0 E a 0 n 0 0 0 \\JUSTIN-2014\Users\Public\Documents\TIGLAS JOB FILES\2017\17122 FnD Tukwila WA TI\17122 MP.dwg Tiglas Engineering Associates, Inc. expressly reserves its common law copyright & other property rights in these plans. All designs, information, data, plans, drawings and specifications are the property of Tiglas Engineering Associates, Inc. as instruments of service and may not be used for any other purpose without written consent of Tiglas Engineering Associates, Inc. No liability is assumed for deviations from these documents. OUTSIDE AIR CALCULATIONS (CODE: 2015 INTERNATIONAL MECHANICAL CODE) OCCUPANCY CATEGORY FLOOR AREA AZ (FT2) AREA OUTDOOR AIRFLOW RATE RA (CFM/FT2) PEOPLE OUTDOOR AIRFLOW RATE RP (CFM/P) OCCUPANT DENSITY (#/IOOOFT2) OUTDOOR AIRFLOW VBz (CFM) CORRECTED OUTDOOR AIRFLOW Voz (CFM) EXHAUST RATE (CFM/FT2) REQUIRED EXHAUST AIRFLOW (CFM) RETAIL 68066 0.12 7.5 15 15825 19782 - - SHIPPING/RECEIVING 17876 0.12 10 2 2503 3128 - - JANITOR 115 0.12 10 2 16 20 - - CORRIDOR 304 0.06 - - 18 23 - - STORAGE 94 0.12 5 2 12 15 - - BREAK ROOM 383 0.12 5 50 142 177 - - TRAINING ROOM 244 0.06 5 50 76 95 - - OFFICE SPACE 244 0.06 5 5 21 26 - - VAULT/DEPOSIT 140 0.06 5 5 12 15 - - PUBLIC TOILETS 3 - - - - - 75 PER FIXTURE 225 PUBLIC TOILETS 3 - - - - - 75 PER FIXTURE 225 12.0 ` FUEL OIL VENT LGHI80H4M [1-11,13-21] RTU -6 SQUPPLY UARE CEILINANDG RETURN) DIFFUSER (S TOTAL OUTDOOR AIR REQUIRED 23281 TOTAL EXHAUST REQUIRED 450 25-1/4 " 2/-/4 " /9-I/4 "/ OR /5-//4"OUTS/DE DIMENSION -� HEATING -VENTILATING -AIR CONDITIONING SYMBOL c...1 N v SYMBOL DESCRIPTION SYMBOL DESCRIPTION ..o INS/DE DIMENSION RI AUTOMATIC CONTROL VALVE � � 24", 20'; 18" OR /2" "C" CHANNEL REINFORCING BY G.C. AROUND OPEN/NG MOUNT/NG SCREW FIELD INSTALLED DRYWALL CE/L/NG /-//2" STEEL MOUNT/NG FRAME NOTE: 1. CONTACT MANUFACTURER FOR/NFORMATIONREGARDING ROUGH -IN SIZES. TYPICAL DRYWALL MOUNTING FRAME DETAIL NOT TO SCALE MECHANICAL CONTRACTOR NOTES: I. MECHANICAL CONTRACTOR SHALL COMPLETE EQUIPMENT STARTUP CHECKLIST. REFER TO CONSTRUCTION SPECIFICATION 23740. 2. MC SHALL INCLUDE IN HIS BASE BID ALL COSTS ASSOCIATED WITH PROVIDING A HEATING AND COOLING STARTUP. 3. HEATING STARTUP: STARTUP TO BE CONDUCTED ANYTIME OF THE CALENDAR YEAR. MC SHALL VERIFY PROPER OPERATION OF ALL HEATING EQUIPMENT. 4. MC SHALL: CLEAN ALL EQUIPMENT, ENSURE GAS PRESSURE IS CORRECT AT EACH PIECE OF EQUIPMENT, REPLACE AND ADJUST BELTS AS REQUIRED, REPLACE DISPOSABLE FILTERS AND CLEAN OUTSIDE AIR INTAKE FILTERS AT JOB TURNOVER AND AT GRAND OPENING. 5. COOLING STARTUP: STARTUP TO BE CONDUCTED WHEN AMBIENT CONDITIONS ALLOW. MC SHALL VERIFY PROPER OPERATION OF ALL COOLING EQUIPMENT. 6. MC SHALL: CLEAN ALL EQUIPMENT, ENSURE ALL VOLTAGE IS CORRECT AT EACH PIECE OF EQUIPMENT, REPLACE AND ADJUST BELTS AS REQUIRED, REPLACE DISPOSABLE AIR FILTERS WITH MERV 8 PLEATED FILTERS AND CLEAN OUTSIDE AIR INTAKE FILTERS AT JOB TURNOVER AND AT GRAND OPENING, VERIFY REFRIGERANT LEVELS ARE CORRECT AND REPLENISH IF NECESSARY. 7. MC TO PROVIDE TEMP PROTECTION ON RETURN AIR FILTERS DURING CONSTRUCTION. SYMBOI-S HEATING -VENTILATING -AIR CONDITIONING SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION 11-18" STEAM (LOW PRESSURE) STEAM (MEDIUM PRESSURE) STEAM (HIGH PRESSURE) RI AUTOMATIC CONTROL VALVE 3. SUPPLY DUCT (SA) -i-/- I" x 22 GA. /1 // q-� PRESSURE REGULATING VALVE (PRV) 1" x 20 GA. 37-50" CONDENSATE (LOW PRESSURE) CONDENSATE (MEDIUM PRESSURE) CONDENSATE (HIGH PRESSURE) U" nn OR ® SAFETY RELIEF VALVE , RETURN OR EXHAUST OR FRESH AIR DUCT (RA OR EA) TWO 3/8" -'-f- /1 /1 W 41- BLOW OFF VALVE TWO 3/8" SOUND TRAP 85-96" ■ ST L - HWS- HOT WATER SUPPLY (HEATING) - F AND T TRAP (CAP. #/HR) R4IOA LGHI80H4M [1-11,13-21] HOT WATER RETURN (HEATING) /HR I CFM SUPPLY REGISTER OR GRILLE (R OR G) -HwR- -0- THERMOSTATIC TRAP 1 SIZE 0.5 ETHYLENE GLYCOL SUPPLY -EG- S.P. STATIC PRESSURE CFM RETURN REGISTER OR GRILLE (R OR G) 12.0 ETHYLENE GLYCOL RETURN I SIZE -EG- 138.4 CIRCUIT SETTER FLOW CONTROL VALVE 15.0 CHILLED WATER SUPPLY- 260 CFM FRESH AIR INTAKE (FA) -CWS- 5.0 AIR BLEEDER VALVE (RADIANT PANEL) I SIZE 42 CHILLED WATER RETURN 2420 -CWR- R4IOA AIR ELIMINATOR \ ." ROUND CEILING DIFFUSER (SUPPLY) 182.1 CONDENSATE OR VACUUM PUMP DISCHARGE HUMIDIFICATION LINE/� 2050 S -0--*- 6,000 AUTOMATIC BALANCING VALVE 5.0 460 3 ( ROUND CEILING DIFFUSER (SUPPLY AND RETURN) - H -0- SOLENOID VALVE (REFRIGERANT) S RTU -5 FUEL OIL SUPPLY f -FOS- or THERMOSTATIC EXPANSION VALVE (REFR.) ( - ( S SQUARE CEILING DIFFUSER (SUPPLY) 0.5 FUEL OIL RETURN 460 - FOR - ��- BACK PRESSURE VALVE 2420 12.0 ` FUEL OIL VENT LGHI80H4M [1-11,13-21] RTU -6 SQUPPLY UARE CEILINANDG RETURN) DIFFUSER (S - FOV - 0 SIGHT GLASS 260 GAS LINE 6,000 0.5 - G -e- PIPE OR ROUND DUCT RISER ( -'�, ( ) ). SQUARE CEILING DIFFUSER THREE WAY THROW 2420 REFRIGERANT LIQUID LINE -RL- FCI FAN COIL UNIT AND MARK 138.4 182.1 REFRIGERANT SUCTION LINE , 260 SQUARE CEILING DIFFUSER TWO WAY THROW -RS- 0.5 REFRIGERANT HOT GAS DISCHARGE LINE (1:1U1-.- II UNIT HEATER -PROPELLER TYPE & MARK 42 -RD- © AUTOMATIC DAMPER R4IOA CONDENSER WATER, C CI. -I CABINET UNIT HEATER & MARK 15.0 CONDENSER WATER RETURN 260 JVYWY•_ GRAVITY DAMPER -CR- 5.0 BOILER BLOW OFF FT -I MBH FIN TUBE, MARK AND CAPACITY -HO- FR D FIRE DAMPER R4IOA EXHAUST STEAM c -I CONVECTOR AND MARK -ES- 15.0 2050 �- CONCENTRIC REDUCER ® UNIT VENTILATOR AND MARK 5.0 } I BD ,O BASEBOARD DIFFUSER - ' ECCENTRIC REDUCER 1 9/6 l FIRST FIGURE IS SIDE SHOWN DUCT R4IOA UNION SizE H=HOT S=SUPPLY ROUND DUCT: C=COLD R=RETURN 124.4 HEATING RISER NUMBER 1400 �6H b 144 -+ti-t- STRAINER 7-11-2 CANVAS CONNECTION O EXHAUST FAN RISER NUMBER 30 EXPANSION JOINT 12.0 VOLUME DAMPER (ELEV AND PLAN) LGHI20H4M [1-11,13-21] - / ELEry AN tii BR BASEBOARD RADIATION W.'` THERMOSTAT fl S TURNING VANES V REMOTE SENSOR 10 THERMOMETER 26.0 30 1450 SR31=1 EXTRACTOR 4 PRESSURE GAGE NOTE: I. NOT EVERY SYMBOL ON THIS SCHEDULE APPEARS ON THIS PROJECT. UPPER HANGER ROD HANGER BOX LEVEL ADJUSTMENT NUT LOWER HANGER ROD SPRING HANGER ASH RAE TYPE 3 NOT TO SCALE DIA. WIRE DIA. ROD STRAP 10" DN ONE 12 GA. 1/4" I" x 22 GA. 11-18" TWO 12 GA. OR ONE 8 GA. 1/4" I" x 22 GA. 19-24" TWO 10 GA. 1/4" I" x 22 GA. 25-36" TWO 8 GA. 3/8" 1" x 20 GA. 37-50" - TWO 3/8" TWO 1" x 20 GA. 51-60" - TWO 3/8" TWO I" x 18 GA. 61-84" - TWO 3/8" TWO 1" x 16 GA. 85-96" - TWO 1/2" TWO 1 I/2" x 16 GA. NOTES: I. STRAPS ARE GALVANIZED STEEL; RODS ARE UNCOATED OR GALVANIZED STEEL; WIRE IS BLACK ANNEALED, BRIGHT BASIC OR GALVANIZED STEEL. ALL ARE ALTERNATIVES. 2. TABLE ALLOWS FOR CONVENTIONAL WALL THICKNESS, AND JOINT SYSTEMS PLUS ONE LB/SF OF INSULATION WEIGHT. IF HEAVIER DUCTS ARE TO BE INSTALLED, ADJUST HANGER SIZES TO BE WITHIN THEIR LOAD LIMITS. ROUND DUCT HANGER TABLE NOT TO SCALE ROOF TOP UNITS (FURNISHED BY OWNER) MARK CLG. CAP. (MBH) OSA CFM HTG CAP. (MBH) CFM EXT. S.P. FAN HP ELECTRICAL WEIGHT (LBS) SEER/ EER REF. TYPE LENNOX MODEL NUMBER SENS. TOTAL NOM. TONS INPUT OUTPUT VOLTS PH MCA MOCP RTU -I 138.4 182.1 15.0 2050 260 208 6,000 0.5 5.0 460 3 42 45 2420 12.0 R4IOA LGHI80H4M [1-11,13-21] RTU -2 138.4 182.1 15.0 2050 260 208 6,000 0.5 5.0 460 3 42 45 2420 12.0 R4IOA LGHI80H4M [1-11,13-21] RTU -3 138.4 182.1 15.0 2050 260 208 6,000 0.5 5.0 460 3 42 45 2420 12.0 R4IOA LGHI80H4M [1-11,13-21] RTU -4 138.4 182.1 15.0 2050 260 208 6,000 0.5 5.0 460 3 42 45 2420 12.0 R4IOA LGHI80H4M [1-11,13-21] RTU -5 138.4 182.1 15.0 2050 260 208 6,000 0.5 5.0 460 3 42 45 2420 12.0 R4IOA LGHI80H4M [1-11,13-21] RTU -6 138.4 182.1 15.0 2050 260 208 6,000 0.5 5.0 460 3 42 45 2420 12.0 R4I0A LGHI80H4M [1-11,13-21] RTU -7 138.4 182.1 15.0 2050 260 208 6,000 0.5 5.0 460 3 42 45 2420 12.0 R4IOA LGHI80H4M [1-11,13-21] RTU -8 138.4 182.1 15.0 2050 260 208 6,000 0.5 5.0 460 3 42 45 2420 12.0 R4IOA LGHI80H4M [1-11,13-21] RTU -9 138.4 182.1 15.0 2050 260 208 6,000 0.5 5.0 460 3 42 45 2420 12.0 R4IOA LGHI80H4M [1-11,13-21] RTU -I0 89.6 124.4 10.0 1400 180 144 4,000 0.5 3.0 460 3 26.0 30 1450 12.0 R4IOA LGHI20H4M [1-11,13-21] RTU -II 89.6 124.4 10.0 1400 180 144 4,000 0.5 3.0 460 3 26.0 30 1450 12.0 R410A LGH120H4M [1-11,13-21] RTU -12 89.6 124.4 10.0 1400 180 144 4,000 0.5 3.0 460 3 26.0 30 1450 12.0 R4IOA LGHI20H4M [1-11,13-21] RTU -13 46.8 63.3 5.0 650 108 86 2,000 0.5 1.0 460 3 17.0 20 975 12.7 R4IOA LGH060H4E [1-9,12,14-21] 1. COOLING CAPACITIES BASED ON ARI STANDARD 210/240 OR 340/360: 80° F DB/ 67° F WB INDOOR ENTERING AIR TEMPERATURE, 85° F DB AIR ENTERING OUTDOOR FAN. SCHEDULED UNIT CFM MAY DIFFER FROM ARI STANDARD CFM. 2. LENNOX IS THE BASE OF DESIGN. ROOFTOP UNITS ARE FURNISHED BY OWNER AND INSTALLED BY MECHANICAL CONTRACTOR. COORDINATE CURB LOCATION AND INSTALLATION WITH STRUCTURAL ENGINEER. COORDINATE ROOF PENETRATIONS WITH LANDLORD APPROVED ROOFING CONTRACTOR. 3. (FBO) ENTOUCH EMS CONTROL WITH COMMUNICATING THERMOSTAT, WITH SUPPLY AND RETURN AIR SENSORS (2 HEATING AND 3 COOLING STAGES MIN.). REFER TO ADDITIONAL CONTROL NOTES THIS SHEET. 4. SUPPLY FAN SHALL OPERATE CONTINUOUSLY DURING OCCUPIED HOURS. 5. PROVIDE WITH FACTORY INSTALLED DISCONNECT, POWERED CONVENIENCE OUTLET AND THROUGH THE BASE ELECTRICAL CONNECTION. 6. PROVIDE WITH 14" HEIGHT ROOF CURB, COORDINATE WITH STRUCTURAL DRAWINGS FOR LOCATION, ADAPTOR CONNECTION, ETC. 7. PROVIDE WITH DIFFERENTIAL ENTHALPY ECONOMIZER AND BAROMETRIC RELIEF DAMPER. 8. PROVIDE WATER LEVEL MONITORING DEVICE IN DRAIN PAN TO SHUT OFF UNIT IF THE DRAIN LINE BECOMES RESTRICTED. 9. PROVIDE WITH CONDENSER COIL HAIL GUARD. 10. PROVIDE DEMAND CONTROL VENTILATION AND CO2 SENSOR (SENSORS PER PLAN). 11. UNITS WITH COOLING CAPACITY GREATER THAN 65 MBH SHALL HAVE MULTI -STAGE CAPABILITY PER APPLICABLE ENERGY CODE. 12. PROVIDE WITH FACTORY INSTALLED RETURN DUCT SMOKE DETECTOR, EXCEPT AT SALES AND STOCK AREAS PER IMC 606.2 EXCEPTION. 13. PROVIDE WITH DROP BOX DRUM LOUVER (PART OF LENNOX PACKAGE). 14. COORDINATE WITH EQUIPMENT SUPPLIER FOR ALL FIELD INSTALLED ACCESSORY REQUIREMENTS. 15. PROVIDE WITH RTU TO CURB HOLD DOWN CLIPS AND CORROSION PROTECTION - PHENOLIC EPDXY COATING, FACTORY APPLIED TO CONDENSER AND EVA PORATOR COILS, FOR LOCATIONS WITHIN 10 MILES OF SALTWATER BODIES AND FOR ALL OF FLORIDA. 16. ALL DOORS NEED TO BE ACCESSIBLE AND ALLOWED TO FULLY OPEN. 17. CONTRACTOR TO PROVIDE I -YEAR WARRANTY FOR WORK IN ADDITION TO FACTORY WARRANTY. 18. VERIFY WITH ELECTRICAL ENGINEER PRIOR TO ORDERING EQUIPMENT. 19. PROVIDE FACTORY INSTALLED STAINLESS STEEL HEAT EXCHANGER. 20. PROVIDE ENVIRONMENTAL CORROSION PROTECTION FOR CONDENSER COILS. 21. PROVIDE HUMIDITROL DEHUMIDIFICATION SYSTEM. EXHAUST FANS (FURNISHED BY G.C.) MARK LOCATION SERVICE CFM EXT. S.P. (IN W G.) SONES MOTOR DATA RPM MFR. REMARKS HP VOLTS PH CYC. EF -I ROOF RESTROOMS 600 0.5 9.4 1/4 115 1 60 1725 GREENHECK G -098-A [1-4] EF -2 ROOF I.T. 330 0.5 6.6 1/15 115 1 60 1550 GREENHECK G -090-D [1-4] EF -3 ROOF CUT ROOM 150 0.25 4.3 1/30 115 1 60 1550 GREENHECK G-065-D[I-4] I. GREENHECK IS THE BASE OF DESIGN. COOK, PENN AND CAPTIVEAIRE ARE EQUAL. NO EXCEPTIONS. 2. PROVIDE SOLID STATE SPEED CONTROL. 3. PROVIDE MOTORIZED BACKDRAFT DAMPER. 4. PROVIDE MINIMUM 12" HEIGHT ROOF CURB. 5. CONTRACTOR TO PROVIDE I -YEAR WARRANTY FOR WORK IN ADDITION TO FACTORY WARRANTY. UNIT HEATERS (FURNISHED BY G.C.) MARK SERVICE INPUT MBH OUTPUT MBH TEMP. RISE °F CFM MOTOR DATA RPM MANUFACTURER MODEL NUMBER HP VOLTS PH UH -I RECEIVING 175 145 60 2242 1/6 115 1 1050 REZNOR UDAP-175 [1-3] UH -2 PRO -SALES 175 145 60 2242 1/6 115 1 1050 REZNOR UDAP-175 [1-3] I. PROVIDE WALL -MOUNTED THERMOSTAT WITH LOCKING COVER. 2. PROVIDE HANGER KIT. 3. PROVIDE ROOF CONCENTRIC VENT KIT. 4. CONTRACTOR TO PROVIDE I -YEAR WARRANTY FOR WORK IN ADDITION TO FACTORY WARRANTY. PORTABLE SELF-CONTAINED AIR CONDITIONING UNIT (FURNISHED BY G.C.) MARK COOLING CAP. (MBH) HEAT CAP. (MBH) CFM EXT. SP (IN H2O) FAN HP ELECTRICAL REF. TYPE TRIPP LITE MODEL NUMBER TOTAL SENSIBLE VOLTS PH MCA MOCP PAC -I 12,000 -- N/A 329 0.0 -- 120 1 12.0 15 R4IOA SRCOOLI2K 1. TRIPP LITE IS THE BASE OF DESIGN. 2. UNIT PLUGS INTO STANDARD 15 AMP OUTLET (NEMA 5-15R). 3. UNIT TO RESTART AUTOMATICALLY AFTER POWER FAILURE. 4. PROVIDE WITH COLD AIR DIRECTIONAL TUBE AND HOT EXHAUST AIR REMOVAL TUBE. 5. CONTRACTOR TO PROVIDE I -YEAR WARRANTY FOR WORK IN ADDITION TO FACTORY WARRANTY. DIFFUSERS, GRILLES AND REGISTERS (FURNISHED BY G.C.) MARK SERVICE LOCATION CLG. TYPE MANUFAC. CATALOG NUMBER REMARKS D -I SUPPLY CEILING AC TILE TITUS TMSA X 24x24 3 26 D-75 SEE PLAN FOR NECK SIZE [1,4,5] D-2 SUPPLY CEILING GYP BD TITUS TMSA X 12x12 3 26 D-75 SEE PLAN FOR NECK SIZE [1,3-5] D-3 SUPPLY CEILING GYP BD TITUS TMSA X 24x24 3 26 D-75 SEE PLAN FOR NECK SIZE [1,3-5] D-4 SUPPLY WALL N/A TITUS 300RL X X 1 26 SEE PLAN FOR NECK SIZE [1] G -I RETURN CEILING AC TILE TITUS 50F X X 3 26 SEE PLAN FOR NECK SIZE [1,2,4] G-2 RETURN/EXHAUST CEILING GYP BD TITUS 50F X X 1 26 SEE PLAN FOR NECK SIZE [1-4] G-3 EXHAUST WALL N/A TITUS 350FL X X 1 26 SEE PLAN FOR NECK SIZE [1] G-4 EXHAUST WALL N/A TITUS 350RL X X 1 26 SEE PLAN FOR NECK SIZE [1] I. TITUS IS BASE OF DESIGN. KREUGER, PRICE, CARNES ARE EQUAL. NO EXCEPTIONS. 2. PROVIDE 1/2" x 1/2" x 1" CORE. 3. PROVIDE MODEL TRM FRAME. 4. REFER TO REFLECTED CEILING PLAN FOR EXACT LOCATION. 5. PROVIDE WITH 4 -WAY THROW PATTERN UNLESS OTHERWISE INDICATED ON PLAN (ARROWS). DRUM LOUVER PLENUM DIFFUSER (FURNISHED BY OWNER) MARK SERVICE LOCATION CLG. TYPE MANUFAC. CATALOG NUMBER REMARKS DD -I 4 -WAY SUPPLY DUCT N/A CURBS PLUS, INC. DLPD-2510-15 (6000 CFM) [1] DD -2 4 -WAY SUPPLY DUCT N/A CURBS PLUS, INC. DLPD-2010-10/12.5 4000 CFM) [I] FURNISHED BY OWNER AS PART OF LENNOX PACKAGE. ALL ROOF WORK SHALL BE PERFORMED BY LANDLORD APPROVED ROOFING CONTRACTOR. GC TO FURNISH 1 YEAR LABOR WARRANTY FOR WORK IN ADDITION TO EQUIPMENT MANUFACTURER WARRANTY. LENNOX NATIONAL ACCOUNT CONTACT: HOMER UEHLINGER, HOMER.UEHLINGER@LENNOXIND.COM RECEIVED CITY OF TUKWILA AUG 11 2011 PERMIT CENTER glas Engineering Associates, inc Consulting Engineers jamie©tiglaseng.com TEA # 17122 MP SAKE REINDERSMA AR CHITECT 5450 E. HIGH STREET, SUITE 200 SCOTTSDALE, ARIZONA 85054 P: 480.515.5123 F: 602.513.7193 WWW.SRA360.COM ARCHITECT: STRUCTURAL: 1- U H Z 0 U J C731 LCi O L Cno Ja! LL O )- U w 0 0 0 QC O LL1 W z <t Q UJ cO U ui ooh O LL�I- DATE: 8-3-2017 ISSUED FOR: PERMIT SUBMITTAL REVISION NO.: DATE: JOB NO.: 17-027 SHEET TITLE: MECHANICAL SPECIFICATIONS SHEET NO.: M300 0 0 r 0 0 E coa .,N 0 0) 0 a N N 1- 0 1- 0 CN N 0 N 0 0 5 0 0 O 0 i • 0 i ADJUSTABLE OR SOLID SHEET METAL RAD/US ELBOW, MIN INSIDE RADIUS TO BE IX D/A SHEETMETAL SCREWS (MIN OF 4) SLEEVE INSULATION RADIUS ELBOW NOT TO SCALE INSULATED FLEX DUCT (5'-0"MAX) SWUARE TO ROUND TRANSITION PER SMACNA CLASS / FLEX DUCT (5'-0° MAX) RETURN GR/LLE PER FLOOR PLANS 1' ACOUSTICAL LINING, BLACK FACE RETURN AIR GRILLE NOT TO SCALE Tiglas Engineering Associates, Inc. expressly reserves its common law copyright & other property rights in these plans. All designs, information, data, plans, drawings and specifications are the property of Tiglas Engineering Associates, Inc. as instruments of service and may not be used for any other purpose without written consent of Tiglas Engineering Associates, Inc. No liability is assumed for deviations from these documents. SHEET METAL PLENUM, FULL SIZE OF RETURN GRILLE 2' SHEETMETAL HANGER STRAP AIR T/TE TAKEOFF SLEEVE INSULATION INSULATED FLEX DUCT (5'-0" MAX) (2) PANDUIT STRAP ON INTER/OR 8 EXTERIOR OF INSULATED FLEX DUCT FLEXIBLE DUCT TAKEOFF 26 GAGE G. /. FLASH/NG WITH SHEET METAL SCREWS METALBESTOS OR EQUAL DOUBLE-WALL VENT NOT TO SCALE ROOF CAP, METALBESTOS OR EQUAL STORM COLLAR S/NGLE-WALL FLUE CONNECT/ON SEALED WITH ACCEPTABLE MATER/AL NOTES: I. PROVIDE 2' CLEAR DIAMETER FROM ALL COMBUST/BLE SURFACES. 2. CAP, JACK, 8 COLLAR SECURED W/TH 4 METAL SCREWS. 3 ALL PARTS TO BE BY THE SAME MANUFACTURER. 4. FLUE PENETRATION OF ROOF SHALL BE A MINIMUM OF /0'--0° FROM PARAPET TOP OF ROOF CAP SHALL TERMINATE 2'47 ABOVE ROOF SURFACE. 5. ALL GAS FLUES TO BE TYPE B° METALBESTOS OR EQUAL. TERM/NATE FLUE ABOVE IN ACCORDANCE W/TH CODES. PROVIDE ROOF JACK, WATERPROOF AT ROOF 8 FLUE SEE ARCHITECTURAL DRAWINGS FOR DETAIL. HEATER FLUE ROOF PENETRATION NOT TO SCALE 2°SHEETMETAL HANGER STRAP WRAP INSULATION SQUARE TO ROUND CENTER SPREAD SHEETMETAL SCREWS— — SLEEVE INSULATION SQUARE TO ROUND TRANSITION NOT TO SCALE MINIMUM 6" WIDE, /8 GAUGE GALVANIZED STEEL HOLD-DOWN, MECHANICAL CONTRACTOR TO — PROVIDEA MIN OF (2) HOLD-DOWNS ON LONG S/DES OF UNIT 8 (1) ON SHORT SIDES OF UNIT (4) #/Ox//2" TEK SCREWS TO ATTACH HOLD-DOWN TO CURB NAILER STR/P 'Ir IMPORTANT. HOLD-DOWN MUST BE INSTALLED TO CURB PR/OR TO RTU BEING SET ON CURB. TO FIT RTU BASE RAIL (4) #/Ox//2" TEK SCREWS TO ATTACH HOLD-DOWN TO UNIT RAILS ROOF CURB RIGID INSULATION BY GC DECK / / / / REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL SUPPORT DETAILS RTU -TO -CURB HOLD-DOWN NOT TO SCALE R-4-1/2" I0 S/NGLE THICKNESS TURNING VANE SQUARE ELBOW NOT TO SCALE TYP/CAL OFF/CE PACKAGE UNIT BAR JO/ST ROOF B-L/NE B24 STRUT BOLTED TO BAR JO/ST TRANSITION AS SHOWN ON DWGS —\\ SUPPLY RETURN FLEX/BLE CONNECT/ON r7r✓+K:i° • SUPPORT FROM STRUCTURE AS REQUIRED BY SMACNA TYP/CAL INSULATED DUCTWORK (TYP FOR SUPPLY 8 RETURN) CEILING TYPICAL DUCT AT OFFICE AREA NOT TO SCALE ELECTR/CAL CONDUIT GUIDE WOOD NAILING STR/P PREFABRICATED ROOF CURB INSTALLED SUPPLY AIR PLENUM/TRANS/TION /S PROVIDED BY THE MECHANICAL CONTRACTOR, LENGTH OF THIS DUCT DEPENDS ON DEPTH OF STRUCTURAL STEEL, S/ZE OF EXTENS/ON DEPENDS ON S/ZE OF SUPPL YA/R DROP BOX DUCT OPENING, VERIFY DIMENSIONS FROM BOX BOLT (2) B-L/NE B24 STRUTS ON BOTTOM CHORD OF BAR JO/STS, SUPPORT SUPPL YDROP BOX FROM STRUT SHEETMETAL SCREWS SADDLE OR 7" FITTING SLEEVE INSULATION SHEETMETAL SCREW RETURN TAKEOFF BRANCH DUCT 45° TAKEOFF SLEEVE INSULATION DUCT DROP ATTACH DUCT TO UNIT WITH FLEX/BLE CONNECT/ON INSULATED DUCTWORK (TYP FOR SUPPLY 8 RETURN) BRANCH DUCT SUPPLY TAKEOFF BRANCH TAKE -OFF ROUND NOT TO SCALE MECHANICAL UNIT TO BE SET LEVEL, CONTRACTOR TO RESTRAIN UN/T PER MANUFACTURER'S RECOMMENDATIONS TAP SEALANT CONTINUOUS GALVANIZED METAL FLASHING 111111 FACTORY FURNISHED ROOF CURB TO OFFSET ROOF SLOPE d.wr DECK rain VAI/iii OFFICE RTU MOUNTING NOT TO SCALE RTU-# /8'-0"AFF STENC/L ROOFTOP UNIT # TO BOTTOM OF DROP BOX (8" RED) MOTOR HOUSING RIGID CONDUIT TO ACCOMMODATE ELECTR/CAL W/R/NG (SEE NOTES) GRAVITY BACKDRAFT DAMPER CURB CAP ROOFING MEMBRANE INSULATION l ROOF DECK NOTES: I. SECURE CURB CAP TO WOOD NAILING STR/P W/TH #/0 X //2" TEK SCREWS AT /2" 0.C. 2. SECURE D/CTWORK 8 DAMPER TO ROOF WITH RUST RESISTANT BOLTS. 3. SIZE OF DUCT THROUGH ROOF SHALL NOT BE LARGER THAN CURB SUPPLIED W/TH EXHAUST FAN. 4. REFER TO ARCHITECTURAL SRAW/NGS FOR ROOF FLASHING DETAILS. EXHAUST FAN NOT TO SCALE RECTCANGULAR DUCT AIR TITE TAKEOFF - SLEEVE INSULATION ++++++++++++ BRANCH DUCT (ROUND) +++++++++++++++ RECTCANGULAR DUCT + BRANCH DUCT (RECTANGULAR) I BRANCH TAKE -OFF RECTANGLE NOT TO SCALE SHEET METAL PLANUM, FULL SIZE OF RETURN GRILLE 1' ACOUST/CAL LINING, BLACK FACE CONICAL SP/N-/N — INSULATED CLASS / FLEX DUCT (5=0" MAX) SAKE REINDERSMA ARCHITECT 5450 E. HIGH STREET, SUITE 200 SCOTTSDALE, ARIZONA 85054 P: 480.515.5123 F: 602.513.7193 www.sRA36O.coM ARCHITECT: STRUCTURAL: A/R DEV/CE PER FLOOR PLANS REDUCED HEIGHT RETURN GRILLE STENCIL ROOFTOP UN/T WITH RTL/-#, /2" RED, VISIBLE FROM BUILDING ROOF HATCH NOT TO SCALE NOTES: /. DRUM LOUVER 8 BOX IN WHICH THEY ARE MOUNTED, /S A PRE -FABRICATED UNIT 8 IS NOT TO BE FIELD FABRICATED. 2. PROV/DE LOCK WASHER AT ALL BOLTED CONNECTIONS. 3. DRUM LOUVER TO BE S/ZED TO MATCH RTU TONNAGE 8 AIR FLOW. COVER OPEN/NG WITH 3/4" MESH 7 GALVANIZED SCREEN. 5' MIN RUN BOLT THRU SUPPORT TABS ON BOX AT EACH CORNER, PROVIDEPLASTIC BUSHED NUT SUPPLY DIFFUSER DROP BOX (CURB PLUS)TO BE PROVIDED BYLENNOX (FBO) ROTATE DRUM LOUVERS SO THAT THE BOTTOM EDGE OF THE DRUM LOUVER OPENING /S FLUSH WITH THE BOTTOM EDGE OF THE DRUM. SALES/RECEIVING RTU DUCT DROP INSULATED RETURN AIR DUCTWORK NOT TO SCALE 4 FT M/N. FROM WALL ADJOINING BUILDING ISOLATE FLUE THRU ROOF FROM STRUCTURE IN ACCORDANCE W/TH LOCAL CODES AND NFPA REQUIREMENTS - VENT (FLUE EXHAUST) TERM/NAL COMBUST/ON AIR INLETS ROOF MEMBRANE INSULATION ROOF DECK JOIST 9-3/8" NOTE: WHERE DESIGN /2„ AMB/ENT IS -/0 °F OR LOWER, MIN HEIGHT /S 24 " MIN SECURE MOUNTING ANGELS TO JOISTS GAS FIRED UNIT HEATER SEE SCHEDULE SUPPORT UNIT HEATER FROM ROOF STRUCTURE AS REQUIRED BY UNIT MANUFACTURER - PROVIDE GAS COCK, UNION, AND DIRT LEG OPEN OR CLOSED SPRING VIBRATION ISOLATORS, SEE SPECIFICATIONS GAS UNIT HEATER DETAIL 4 FT MAX MIN VENT (FLUE EXHAUST) TERMINAL DOUBLE-WALL VENT PIPE SEAL WITH SILICONE SEALANT SUPPLIED WITH VENT KIT COMBUSTION AIR INLETS SHADED AREA REQUIRES CONTINUOUS SECTION OF DOUBLE-WALL VENT PIPE (NO JOINTS) FLASHING /,‘ 2" IF ROOF IS COMBUSTIBLE TOP OF BOX COMBUSTION AIR PIPE * INLET AIR CAP MUST BE AT LEAST 6" HIGHER THAN ANTICIPATED SNOW DEPTH CONCENTRIC ADAPTER BOX RECEIVED CITY OF TUKWILA AUG 1 1 2017 PERMIT CENTER MC' 00 1-1 LU 0 >- ct 11-1 LU Z >— Lu DATE: 8-3-2017 ISSUED FOR: PERMIT SUBMITTAL REVISION NO.: DATE: JOB NO.: 17-027 DOUBLE-WALL VEN PIPE ATTACHED TO VENT RI— MORE THAT 6" FROM B NOT TO SCALE Engineering Associates, inc Consulting Engineers Phone: 602.992.3900 Fax: 602.992.15/11 809 W. Maryland Ave. Phoenix. vizi K. 0 0 Z E JOB FILES\2017\17122 FnD-Tukwi \\J USTIN-2014\Users\Public\Documents\TIG NOTE 6 1 O O L.3) O QTY. v v 260 9 2,340 RTU -10 THROUGH RTU -12 180 3 540 RTU -13 108 1 108 UH -1 AND 2 175 2 350 3,338 MBH UH-/ /75 MBH LOADING DOCK ;'► ' NOTE 3,8 NOTE 4 r L� /„ ilk ,41111111116 2" CD DOWN TO MOP SINK MIMI MEMO 2" • 104: 2" ., ///4" ///4" •� :�� k///4" � •__- 20 � CD CD co CD co co CD co co co co Co Co Co co }�CD co co Co 4"TRENCH DRAIN -I CB -I 2" '' li • I ISI NOTE4�� --Lu NOTE4 - ' I ISI __Lu �$I NOTE4 I I _ __Lu rorg I BOTS 3,8�'' RTU -9 260 MBH NOTE 3,8� RTU -8 260 MBH NOTE 3,8 -'� RTU -7 260 MBH GE 3/4" 3/4" „ 3/4" .. G c c o I c c c " c G �l c c c c c I" s ,. 3/4" l/4" 0 / l/4" 0 c o 2" ex. 4� �•- $ III Il MBH ,, 8 4„ 1lr' or! co " NOTE 4 $ I ► 4" ■ d'�2" ' 1 I I 8 Mir I 80aull) 0 m o N. i 2" 4 8 n ///4"P 8 8 SALES 101A TE 3,8 / //4 " %/ /14" / //4 " co iCco 0 \r[NOTE4 r co-�—cow'8 /" /I co co co /„ �- -1 111-1 co co D co co co NOTE ' co 4 ' co co r- =r n co ca co co co Ir- fir- n Lf�l 1 I I RTU -II I �I 180 MBH t LJRH..I v I VOTE4- ISI --LU NOTE 3,8-�� RTU -6 260 MBH NOTE 3,8 '� I" Elf] ISI --LU RTU -5 260 MBH �� NOTE4 ,�"� NOTE 3 8 I II --Lu RTU -4 260 MBH o g - 1 3i4" NOTE 5 I 3/4 " 7.3/4 " „ 3/4" ., c c c �3/" c c c I c /" c 0 0 c c/c/-+_ O 0 WAREHOUSE 0 O 8 I 0 104A 8 _ 4" 2--f T0 . 1 8 8 2�P " d— 2" NOTE 3,8 NOTE 4 �/1/4" 7-11/4" / 1/4" rL� CD�CD /„ D 1 co co co " �� �T-n co co co/4 co co co w co " �— =T -n w co co co co co co r--1r-n co co cow o u C- - OVERALL OVERALL PLUMBING PLAN VNECT EX/STING %P/NG TO NEW AIN SCALE: 1/16" = I'-0" GENERAL NOTES: A. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE GOVERNMENTAL AND LOCAL CODE REQUIREMENTS. J. B. PAY ALL LAWFUL FEES FOR PERMITS OR LICENSES TO ACCOMPLISH THE WORK. K. OBTAIN AND PAY FOR ALL NECESSARY CERTIFICATES OF APPROVAL. C. PROVIDE ACCESS PANELS AS REQUIRED TO ALLOW ACCESS TO VALVES, EQUIPMENT, L. ETC. LOCATED ABOVE INACCESSIBLE CEILINGS AND WALL CAVITIES. D. ALL SANITARY LINES AND PLUMBING FIXTURES ON THE PROJECT SHALL HAVE AN M. APPROVED MEANS OF SEWAGE BACKFLOW PREVENTION. FIXTURE SPECIFIC BACKFLOW PREVENTION INCLUDING AIR GAPS AND VACUUM BREAKERS ARE AN ACCEPTABLE N. MEANS OF BACKFLOW PREVENTION. E. PIPE SIZES INDICATED ON THE PLANS ARE MINIMUM. THE CONTRACTOR SHALL PROVIDE PIPE SIZES EQUAL TO OR GREATER THAN THE SPECIFIED SIZES. THE CONTRACTOR MAY INCREASE PIPE SIZES AS REQUIRED AT NO ADDITIONAL EXPENSE TO THE PROJECT. F. REFER TO THE PLUMBING FIXTURE SCHEDULE FOR INDIVIDUAL PLUMBING FIXTURE CONNECTION SIZE REQUIREMENTS. 0. P. G. COORDINATE ALL SLAB PENETRATIONS WITH GENERAL CONTRACTOR PRIOR TO CONSTRUCTION. MAINTAIN A MINIMUM OF 2" CLEARANCE FROM THE EDGE OF THE Q. SLAB OPENING TO ANY STRUCTURAL MEMBERS AND PIPES. H. SLEEVE OR CORE -DRILL FLOOR SLABS, WALLS, ETC. AS REQUIRED FOR PIPING AND R. FIRE -STOP OPENING AROUND PIPE. VERIFY LOCATION OF STRUCTURAL BEAMS, JOISTS, ETC. BEFORE DRILLING. I. PROVIDE TEMPORARY COVERS, CAPS, OR PLUGS ON SANITARY SEWER SYSTEM THROUGHOUT THE DURATION OF CONSTRUCTION. RAG WADS, DUCT TAPE, OR OTHER SIMILAR METHODS OF TEMPORARY COVERS SHALL NOT BE UTILIZED. UPON COMPLETION OF CONSTRUCTION, COMPLETELY REMOVE ANY AND ALL OBSTRUCTIONS INSIDE THE ENTIRE SYSTEM BY SNAKING, RODING, OR JETTING THE SYSTEM IMMEDIATELY PRIOR TO PROJECT TURNOVER TO THE OWNER. Tiglas Engineering Associates, Inc. expressly reserves its common law copyright & other property rights in these plans. All designs, information, data, plans, drawings and specifications are the property of Tiglas Engineering Associates, Inc. as instruments of service and may not be used for any other purpose without written consent of Tiglas Engineering Associates, Inc. No liability is assumed for deviations from these documents. S. T. U. ALL BELOW GRADE SANITARY LINES SHALL BE A MINIMUM OF 2" OR IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. SANITARY TEE FITTINGS SHALL NOT BE INSTALLED IN DRAIN, WASTE, AND VENT (DWV) SYSTEMS. INSTALL SANITARY PIPING 2 1/2" OR SMALLER AT A SLOPE OF 1/4" PER FOOT AND SANITARY PIPING 3" AND LARGER AT A SLOPE OF I/8" PER FOOT. NOT USED. ALL HANDICAPPED ACCESSIBLE WATER CLOSETS SHALL HAVE THE FLUSHING HANDLE ON THE WIDE SIDE OF THE HANDICAPPED ACCESSIBLE STALL AS REQUIRED BY ADA REQUIREMENTS. ALL PUBLIC USE LAVATORY FAUCETS SHALL HAVE AN AUTOMATIC SAFETY WATER MIXING DEVICE IN ACCORDANCE WITH ANSI/ASSE 1017 OR 1070 AS APPLICABLE. CLEANOUTS ARE TO BE PROVIDED AT THE END OF EACH RUN, AT ANY CHANGE OF DIRECTION GREATER THAN 45 DEGREES, AT A MAXIMUM OF 50' ON CENTER INSIDE THE BUILDING AND AT A MAXIMUM SPACING OF 100' ON CENTER OUTSIDE THE BUILDING, OR AS SHOWN ON DRAWINGS. LOCATE CLEANOUTS A MINIMUM OF 18 INCHES CLEAR FROM WALLS AND OBSTRUCTIONS TO ALLOW SERVICING. FOR CONTINUATION OF UTILITIES 5'-0" BEYOND BUILDING REFER TO CIVIL DRAWINGS UNLESS NOTED OTHERWISE. WORK SHOWN ON THE DRAWINGS IS TO BE COORDINATED WITH WORK OF ALL OTHER TRADES AND ACTUAL CONDITIONS OF CONSTRUCTION. ALL UNDERGROUND PLUMBING PIPING SUBJECT TO FREEZE SHALL BE INSTALLED BELOW LOCAL AREA FROST LINE MINIMUM. VERIFY SITE FROST DEPTH. ESTABLISH LOCATION AND SIZE OF UTILITY SERVICES PRIOR TO BUILDING ROUGH -IN. COORDINATE LOCATION OF BUILDING SERVICE ENTRANCES AND SYSTEM PIPE ROUTING WITH UTILITY SERVICE MAINS ON SITE AND SITE FEATURES AND CONDITIONS. VERIFY FLOW LINE INVERTS OF BUILDING MAIN SEWER EXIT(S) REQUIRED FROM FURTHERMOST BRANCH LINE AND SITE SEWER TIE-IN LOCATION INVERT PRIOR TO BEGINNING BUILDING ROUGH -IN NOTIFY ARCHITECT IF ADEQUATE FALL BETWEEN BUILDING AND SEWER CONNECTION CANNOT BE ACHIEVED. V. LAY OUT PIPES TO FALL WITHIN PARTITIONS OR CHASES. DO NOT REQUIRE FURRING OTHER THAN THOSE SHOWN ON THE DRAWINGS. W. INSTALL ALL PIPING PARALLEL AND PERPENDICULAR TO BUILDING WALLS AND PARTITIONS UNLESS DISTINCTLY SHOWN OR NOTED OTHERWISE. ROUTE PIPING LOCATED NEAR EACH OTHER PARALLEL IN ALL PLANES, WITH SUFFICIENT CLEARANCE. AH. X. PIPING ON EXTERIOR WALLS SHALL BE INSTALLED ON THE ROOM SIDE OF EXTERIOR Al. WALL INSULATION. Y. MAKE CHANGES IN PIPE SIZE NOTED ON THE PLANS DOWNSTREAM OF FITTING OF THE LARGER PIPE. WHEN SUPPLY PIPES ARE LARGER THAN EQUIPMENT'S' TAPINGS REDUCE SIZE IMMEDIATELY PRIOR TO CONNECTION. Z. LABEL PIPING TO IDENTIFY SYSTEM TYPE AND DUTY. FOR EXISTING BUILDINGS, FOLLOW ESTABLISHED IDENTIFICATION NOMENCLATURE. AJ. AA. COORDINATE LOCATION AND METHOD OF ATTACHMENT OF HANGARS AND SUPPORTS AK. FOR PIPING SYSTEM TO BUILDING STRUCTURE WITH THE ARCHITECT AND STRUCTURAL ENGINEER. ESTABLISH LOCATIONS OF SYSTEM PIPE ANCHORS AND AL. OBTAIN APPROVAL FROM THE ARCHITECT AND STRUCTURAL ENGINEER. AB. SLEEVE PIPING THROUGH EXTERIOR WALLS, FIRE AND SMOKE RATED WALLS AND AM. ASSEMBLIES, ON GRADE SLAB FLOORS. ANNULAR SPACE BETWEEN PIPE AND SLEEVE SHALL BE CAULKED AND SEALED. FIRE RATED PENETRATIONS SHALL BE FIRE AN. STOPPED TO MEET RATING OF CONSTRUCTION PENETRATED. EXTEND SLEEVE A MINIMUM OF I INCH ABOVE FLOOR PENETRATIONS IN POTENTIALLY WET AREAS SUCH AS MECHANICAL AND EQUIPMENT ROOMS. REFER TO SPECIFICATION SECTION 07 92 00 FOR SEALANT TYPE AND SPECIFICATION. AC. DOMESTIC WATER PIPING SHALL BE INSTALLED TO SLOPE TO DRAIN POINTS. WHERE CONDITIONS DICTATE TRAPPED SECTION OF PIPING, A DRAIN VALVE OR CAPPED TEE SHALL BE INSTALLED TO FACILITATE DRAINING OF TRAPPED SECTION OF PIPING. REVIEW CONNECTION REQUIREMENTS OF ACTUAL EQUIPMENT FURNISHED PRIOR TO AT. ROUGH -IN. THIS INCLUDES EQUIPMENT FURNISHED BY DIVISION 22, ANY OTHER DIVISION WORK, OR THE OWNER. ADJUST ROUGH -IN TO MEET EQUIPMENT INSTALLATION REQUIREMENTS. REFER TO ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND DIMENSIONED LOCATIONS OF PLUMBING FIXTURES. FIXTURES DESIGNATED FOR HANDICAP USE SHALL BE INSTALLED TO MEET MOST CURRENT APPLICABLE ADA AND /OR ANSI REQUIREMENTS FOR INSTALLATION CLEARANCE AND ACCESS. FLOOR DRAINS AND CLEANOUTS SHALL BE FURNISHED WITH TOP AND TRIM COMPATIBLE WITH FLOOR COVERING MATERIAL REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR FINISH ALTERNATES AFFECTING FLOOR DRAIN AND CLEANOUT TRIM REQUIREMENTS. ALL FLOOR DRAINS SHALL HAVE 3 INCHES MINIMUM WATER SEAL. PROVIDE FUNNEL RECEPTOR FOR FLOOR DRAINS WHERE REQUIRED TO PREVENT SPILLAGE FROM INDIRECT WASTE LINES. INSTALL A CLEANOUT AT EACH SINK WASTE STACK. AU. AV. AW. AX. AY. AZ. ALL FLOOR CLEANOUTS SHALL BE LOCATED A MINIMUM OF 18 INCHES CLEAR FROM WALLS AND OBSTRUCTIONS TO SERVICE. BA. A0. PROVIDE ACCESS DOORS FOR ALL INACCESSIBLE VALVES AND CLEANOUTS. AP. AQ. AD. THOROUGHLY FLUSH DOMESTIC WATER PIPING. SCREENED OUTLETS SHALL BE REMOVED DURING FLUSHING PROCESS AND REINSTALLED AT COMPLETION. AE. INSULATE ALL DOMESTIC HOT AND COLD WATER PIPING. SEE SPECIFICATIONS. AF. COPPER AND PLASTIC PIPING INSTALLED IN STUD WALLS SHALL BE PROTECTED WITH AR. MINIMUM 1/16 INCH SHIELD PLATES EXTENDING BEYOND THE PIPE IN ALL DIRECTIONS. AG. INSTALL SHUT-OFF VALVES IN HOT AND COLD WATER LINES AHEAD OF CONNECTIONS TO ALL PLUMBING FIXTURES 8, EQUIPMENT. AS. COORDINATE LOCATION OF TERMINATION OF VENT PIPING WITH OTHER TRADES AND ARCHITECTURAL FEATURES AND CONDITIONS. MAINTAIN REQUIRED CLEARANCES TO OUTSIDE AIR INTAKES, WINDOW, ETC. AS REQUIRED BY LOCALLY ACCEPTED CODE. RUN ALL DRAIN LINES FROM EQUIPMENT OVERFLOW RECEIVERS, ETC. TO FLOOR/HUB DRAINS. DRAIN LINES SHALL BE HARD DRAWN COPPER INSTALLED WITH MINIMUM 1/8 BB. INCH PER FOOT SLOPE SECURED BY GUIDES AND SUPPORTS FOR PIPE SIZE SHOWN. NO DRAIN LINE TO BE SMALLER THAN 3/4 INCH. INSTALL TEE AT EACH ELBOW OF CONDENSATE DRAIN WITH CLEANOUT PLUG ON BLIND TEE. BC. PLUMBING CONTRACTOR SHALL VERIFY VOLTAGE, PHASE, AND WIRE SIZE OF PLUMBING EQUIPMENT REQUIRING ELECTRICAL CONNECTION WITH DIVISION 26 CONTRACTOR PRIOR TO PURCHASE OF EQUIPMENT. PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS WHERE REQUIRED BY LOCAL AUTHORITY. PROVIDE PERMANENT ACCESS WITH SHUT-OFF VALVE UPSTREAM OF PRIMING DEVICE. BD. NORTH THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL CONNECTIONS TO PLUMBING FIXTURES. THIS INCLUDES, BUT IS NOT LIMITED TO, PROVIDING (FURNISHING AND INSTALLING) ALL TRAPS, DRAINS, AND SUPPLIES WITH STOPS. PLUMBING NOTES: THIS SPACE IS RESERVED FOR ELECTRICAL EQUIPMENT. NO PIPING SHALL PASS BELOW, ABOVE, OR AROUND ELECTRICAL EQUIPMENT. PROVIDE CODE REQUIRED MINIMUM CLEARANCE ABOVE ELECTRICAL EQUIPMENT ACCESS SPACE. 2. NEW NATURAL GAS METER SERVING 3,338 MBH. THE SYSTEM DESIGN IS BASED ON 2.0 PSI DELIVERY PRESSURE WITH A PRESSURE DROP OF 1.0 PSI. THE CONTRACTOR SHALL COORDINATE THE METER PLACEMENT, AVAILABLE PRESSURE, AND NEW SERVICE REQUIREMENTS WITH THE LOCAL UTILITY PRIOR TO CONSTRUCTION. IF THE DELIVERY PRESSURE INDICATED IS NOT AVAILABLE FROM THE UTILITY COMPANY, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY. 3. CONNECT NATURAL GAS SERVICE TO ROOFTOP UNIT IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. REFER TO DETAIL SHEET FOR ADDITIONAL INFORMATION. VERIFY EXACT LOCATION OF NATURAL GAS CONNECTION ON ROOFTOP UNIT WITH EQUIPMENT PRIOR TO PIPE INSTALLATION. 4. AIR CONDITIONING COIL, SEE MECHANICAL DRAWINGS, ROUTE I" CONDENSATE TRAP AND VENT WITH DRAIN TO SLOPE AT 1/8" PER FOOT TO 'ELL' DOWN AT 6" AFG TO MOP SINK. 5. THE PLUMBING CONTRACTOR SHALL PROVIDE HEAT TRACING TAPE AND INSULATION AS REQUIRED FOR ROOF HYDRANT INSTALLATION TO PREVENT PIPING FROM FREEZING. COORDINATE THE INSTALLATION OF THE HEAT TRACING WITH THE ELECTRICAL CONTRACTOR PRIOR TO INSTALLATION. 6. SEE CIVIL PLAN FOR CONTINUATION. 7. RELOCATE EXISTING GAS METER AND RECONNECT EXISTING GAS PIPING TO NEW GAS MAIN OF EQUAL SIZE AS THE EXISTING PIPING AT THE CONNECTION POINT. THE EXISTING GAS METER SERVES THE EXISTING BUILDING NOT A PART OF THIS PROJECT. 8. VENTED PRESSURE REGULATOR WITH SOV (2 PSI TO 7" WC), SEE DETAIL 14 ON SHEET P500. NOTE: ROUTE PLUMBING EXPOSED IN SPACE TIGHT TO ROOF JOISTS WITH PIPE HANGERS PER DETAIL 4 ON SHEET P400. GAS LOAD TABLE ISSUED FOR: PERMIT SUBMITTAL EQUIPMENT LOAD QTY. TOTAL RTU -1 THROUGH RTU -9 260 9 2,340 RTU -10 THROUGH RTU -12 180 3 540 RTU -13 108 1 108 UH -1 AND 2 175 2 350 3,338 MBH THE CONTRACTOR WILL BE RESPONSIBLE TO SCOPE ALL EXISTING SANITARY LINES AND WILL SUBMIT REPORT AND VIDEO TO PM I WEEK BEFORE TURN OVER. CONTRACTOR WILL BE RESPONSIBLE FOR ALL REPAIRS REQUIRED TO 5' BEYOND EXTERIOR WALL OR TO FIRST MANHOLE. INSTALL SHUT -OFF-DUTY VALVES WHERE SHOWN ON THE DRAWINGS AND FOR SERVICE OF EQUIPMENT. CONTRACTOR SHALL PROVIDE ISOLATION VALVES FOR EACH AREA EVEN IF NOT SHOWN ON PLANS. INSTALL BALL TYPE DRAIN VALVES WITH HOSE CONNECTIONS AT LOW POINTS FOR SYSTEM DRAINAGE. REDUCE PIPE SIZES USING ECCENTRIC REDUCER FITTING INSTALLED WITH LEVEL SIDE UP. ANCHOR PIPING TO ENSURE PROPER DIRECTION OF EXPANSION AND CONTRACTION. INSTALL MANUAL AIR VENTS AT HIGH POINTS IN SYSTEM AIR VENTING. LAY OUT THE PIPING SYSTEM IN CAREFUL COORDINATION WITH THE BUILDING CONDITIONS AND ALLOW FOR SERVICE OF ALL INSTALLED EQUIPMENT, ACCESS AND OPERATION OF VALVES, SERVICE OF ALL PIPING COMPONENTS, SERVICE OF HVAC EQUIPMENT. DETERMINE PROPER ELEVATION FOR ALL COMPONENTS OF THE SYSTEM. ESTABLISH STANDARD OF INSTALLATION AND REVIEW WITH OWNER'S REPRESENTATIVE FOR APPROVAL. DEMONSTRATE ACCESS OF ALL SYSTEM COMPONENTS. MAKE MODIFICATIONS REQUIRED BY THE OWNER AND INSTALL ALL OTHER SYSTEMS TO MEET INSTALLATION OF OWNER APPROVED UNIT PIPING. KEEP ALL PIPE OPENINGS COVERED DURING CONSTRUCTION. VERIFY PIPING IS CLEAN AND CLEAR BEFORE EXTENDING PIPING SECTIONS. THOROUGHLY FLUSH BRANCH PIPING BEFORE CONNECTION TO THE UNIT. BYPASS UNIT AND CONTROL VALVE DURING FLUSHING OF PIPING. STRAINER SHALL BE INSTALLED AHEAD OF CONNECTION TO CONTROL VALVE. AFTER BRANCH PIPING IS PROVEN CLEAN, CLEAN STRAINER AND MAKE FINAL CONNECTIONS TO EQUIPMENT AND CONTROL VALVE. REVIEW CONNECTION REQUIREMENTS OF ACTUAL EQUIPMENT FURNISHED PRIOR TO ROUGH -IN. (THIS INCLUDES EQUIPMENT FURNISHED BY DIVISION 22, ANY OTHER DIVISION WORK, OR THE OWNER.) ADJUST ROUGH -IN TO MEET EQUIPMENT INSTALLATIONS REQUIREMENTS. RECEIVED CITY OF T U KWILA AUG 11 2017 PERMIT CENTER BE. INSTALL VALVES ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. BF. INSTALL VALVES WITH UNIONS AT EACH PIECE OF EQUIPMENT ARRANGED TO ALLOW SERVICING, MAINTENANCE, AND EQUIPMENT REMOVAL. BG. LOCATE VALVES FOR EASY ACCESS AND PROVIDE SEPARATE SUPPORT WHERE NECESSARY. BH. INSTALL VALVES IN HORIZONTAL PIPING WITH STEM AT OR ABOVE THE CENTER OF THE PIPE. BI. INSTALL VALVES IN A POSITION TO ALLOW FULL STEM MOVEMENT. BJ. INSTALL CHECK VALVES FOR PROPER DIRECTION OF FLOW. BK. INSTALL HANGERS, SUPPORTS, CLAMPS, AND ATTACHMENTS AS REQUIRED TO PROPERLY SUPPORT PIPING FROM STRUCTURE. BL. INSTALL HANGERS AND SUPPORTS COMPLETELY WITH NECESSARY INSERTS, BOLTS, RODS, NUTS, WASHERS, AND OTHER ACCESSORIES. BM. LOAD DISTRIBUTION: INSTALL HANGERS AND SUPPORTS SO THAT PIPING LIVE AND DEAD LOADING AND STRESSES FROM MOVEMENT WILL NOT BE TRANSMITTED TO CONNECTED EQUIPMENT. BN. THIS PROJECT UTILIZES A PLENUM RETURN AIR CEILING. ALL EQUIPMENT AND MATERIALS INSTALLED IN THE PLENUM RETURN CEILINGS MUST MEET THE FLAME SPREAD AND SMOKE DEVELOPED RATINGS OF 25/50 AND BE APPROVED FOR USE IN PLENUM RETURNS CEILINGS. NO PVC/ABS PIPING WILL BE PERMITTED IN CEILING SPACES. S Phone: 602.992.3900 Fax: 602.992.1541 809 W. Maryland Ave. Phoenix, AL 850Dd Engineering Associates, Inc Ta # Consulting Engineers SAKE REINDERSMA AR C HITE CT 5450 E. HIGH STREET, SUITE 200 SCOTTSDALE, ARIZONA 85054 P: 480.515.5123 F: 602.513.7193 www.sRA360.coM ARCHITECT: STRUCTURAL: 1 U r - z 0 U 0 0 MIL /gyp NW) rn COS OUF"F %CETO U w 0 a J 0 r w DATE: 8-3-2017 ISSUED FOR: PERMIT SUBMITTAL REVISION NO.: DATE: JOB NO.: 17-027 SHEET TITLE: OVERALL PLUMBING PLAN • (1 0 0 0 Z E 0 0 O O 0 \\JUSTIN-2014\Users\Public\Documents\TIGIAS JOB FILES 3" SEE SHEET P100 FOR CONTINUATION Tiglas Engineering Associates, Inc. expressly reserves its common law copyright & other property rights in these plans. All designs, information, data, plans, drawings and specifications are the property of Tiglas Engineering Associates, Inc. as instruments of service and may not be used for any other purpose without written consent of Tiglas Engineering Associates, Inc. No liability is assumed for deviations from these documents. PLUMBING NOTES: 1. THIS SPACE IS RESERVED FOR ELECTRICAL EQUIPMENT. NO PIPING SHALL PASS BELOW, ABOVE, OR AROUND ELECTRICAL EQUIPMENT. PROVIDE CODE REQUIRED MINIMUM CLEARANCE ABOVE ELECTRICAL EQUIPMENT ACCESS SPACE. 2. FURNISH AND INSTALL WATER HEATER (3/4" DCW, 3/4" DHW) AND EXPANSION TANK AS INDICATED ON THE PLANS. REFER TO ARCHITECTURAL PLANS FOR WATER HEATER SHELF REQUIREMENTS ND EXACT LOCATION. PIPE WATER HEATER RELIEF AND SECONDARY DRAIN PAN DISCHARGE TO THE MOP SINK. PROVIDE A CODE APPROVED AIR GAP ON THE DISCHARGE OF THE WATER HEATER RELIEF AND SECONDARY DRAIN. REFER TO DETAILS SHEET FOR ADDITIONAL INFORMATION. 3. UP TO 4" VENT THROUGH ROOF. INSTALL VENT THROUGH ROOF A MINIMUM DISTANCE OF 15'-0" FROM ALL FRESH AIR INLETS AND BUILDING OPENINGS. 4. 1/2" FLEXIBLE CONTINUOUS TYPE "K" COPPER TUBING BELOW GRADE FROM TRAP PRIMER TO FLOOR DRAIN. NO FITTINGS OR SPLICES ARE ALLOWED BELOW GRADE. 5. INSTALL TRAP PRIMER HIGH IN THE CEILING SPACE. FURNISH AND INSTALL AN ACCESS PANEL AS NECESSARY TO MAINTAIN EQUIPMENT. 6. PROVIDE AIR ADMITTANCE VALVE WITH ACCESS PANEL AT LOW WALL. 7. WATER HAMMER ARRESTOR (JR SMITH SERIES 5020-4), PDI SIZE AS INDICATED ON DRAWINGS. 8. WATER HAMMER ARRESTOR (JR SMITH SERIES 5020-C), PDI SIZE AS INDICATED ON DRAWINGS. 9. MOUNT THE WALL HYDRANT AT A MINIMUM OF 2'-0" ABOVE FINISHED GRADE. 10. EXTEND 1/2" CW TO COFFEE MAKER. PROVIDE SHUT-OFF VALVE. II. EXTEND 1/2" CW DOWN TO ICE MAKER (FBO). PROVIDE SHUT-OFF VALVE, INLINE FILTER AT 4'-0" A.F.F. AND FINAL HOOK-UP. SYMBEJL W REVISION NO.: DATE: b. ,' PLUMBING SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION , ' _i; SANITARY DRAIN ABOVEGROUND F CLEAN OUT h0 WC II� WATER CLOSET (TANK TYPE) SANITARY DRAIN BELOWGROUND GRADE CLEAN OUT : DATA ZCI WC WATER CLOSET (FLUSH VALVE) VENT LINE N,I.T.C. NOT IN THIS CONTRACT —WO — WASTE ANESTHESIA GAS DISPOSAL VTR VENT THROUGH ROOF 0 UR URINAL STORM DRAIN ABOVEGROUND —ia-- VACUUM BREAKER S n LAV LAVATORY STORM DRAIN BELOWGROUND BALL VALVE -1=S==== r>ri 4\ COLD WATER (CW) _. 1 GLOBE VALVE KS KITCHEN SINK ,BBBICZ DISTILLED WATER ---1.4- CHECK VALVE DS— ® SS SERVICE SINK ` DRINKING WATER PRESSURE REGULATING VALVE <PRV) DW — -DW----- DRINKING WATER CIRCULATING 0 CSS CLINIC SERVICE SINK SIGN HOT WATER (HW) —€1— GAS COCK --- 0 CS CLASSROOM SINK — HOT WATER CIRCULATING (HWC) ON HB HOSE BIBB 108 GAS LINE HI WH WALL HYDRANT IDDFDRINKING FOUNTAIN G +. VALVE IN RISE EWC ELECTRIC WATER COOLER ORD ROOF DRAIN ODS DOWN SPOUT 1 SH SHOWER HEAD I.E. INVERT ELEVATION 1 . BATH TUB 1BT FHC FIRE HOSE CABINET F-1 SPECIAL FIXTURE NUMBER COLUMN NUMBER Ix" © PLUMBING RISER NUMBER ROUGH -IN HEIGHT FOR PIPE PRO SALES 102 3"FS-I AAV NOTE 6 WC0-I 1 0 FOH SANITARY PLAN SCALE: 1/4" = I'-0" NORTH s— 2" SEE SHEET P/00 FOR CONTINUATION PRO SALES 102 SEE SHEET P/00 FOR CONTINUATION GF -I NOTE 10 COLD WATER LINE ON WARM SIDE OF INSULATION. TP -2 NOTE 5 //2" NOTE 4 -ThceE3 IMB-I NOTE II 3/4" 3/4 "----)441 FOH WATER PLAN SCALE: 1/4" = 1'-0" WH -I NOTE 9 NORTH 3"FD-I 1 CUT ROOM RESTROOM SANITARY PLAN SCALE: 1/4" = I'-0" NORTH 3/4 SEE SHEET P/00 FOR CONTINUATION WH -I NOTE 9 CUT ROOM W REVISION NO.: DATE: b. ,' /4" JOB NO.: 17-027 . yr , ' _i; FMS -I 1 / WCO-1 17---2" " c' DATA I JANITOR 3" Ir FMS -I JANITOR HWH-I 116 ,\N I 107 ET -I 107 DATA — \ -ii I I 4\ 1 n / MD ,BBBICZ 1 0, MD ` SIGN CORRIDOR 1 117 108 CORRIDOR 1 3/4" SIGN 108 117 / 1 . i-3" EWC-1 ■ / EWC-I \ ■ L— 3/4" ^ C== -=3 LAV -I VTR NOTE 3" 3 � O LAV -I LAV -I ) T u bMM LAV -ICI! WOMENSI = ' 3/4" c LAV -I ' ==_3 LAV -I -� 106 3" " C , 3" WOMENS LAV -I 3/4 " ' i'.A 3/4 LAV -I c MENS 106 i liWC-I o-WCrl NOTE 105 CI:=4'-'.`mss �r UR -I WCO-I //2" 2 //2I_ ■ U /"--(-' " / //2" MENS WC-(CURI 105 I. — WC -I LI O fVHA-C 411110 `3" 1 WC -I ///2" 11 o o C -I II r_ - II , -- 3",-6_, 2" 3"FD-I I 3"t. IC.,c='_ WC -2 0 I 1/2" 3 3"FD-I 4" =1. WC -2 -- Rjr-_ 1/2" 4 WC -2 0 . R i o : o WC -2 p LJ I 4" L J 2„ L ..c 3/4 ' S -I II W - CO C' -I I 2" BREAK ROOM „ 109 IMB-I NOTE II Ti--� BREAK ROOM 109 0 0 0 0 ASSIST. ROOM 114 c ASSIST. ROOM CORRIDOR 2 VAULT 114 111 112 CORRIDOR 2 VAULT 111 112 / CASH ROOM / CEM 113 CASH ROOM 115 CEM 113 115 Vi— WIOTE I z TRAINING 110 0 t) RESTROOM SANITARY PLAN SCALE: 1/4" = I'-0" NORTH 3/4 SEE SHEET P/00 FOR CONTINUATION WH -I NOTE 9 CUT ROOM RESTROOM WATER PLAN SCALE: 1/4" = I'-0" NORTH RECEIVED CITY OF TUKWILA AUG 11 2017 PERMIT CENTER gas Phone: 602.992.3900 Fax: 602.992.1541 809 W. Maryland Ave. Engineering Phoenix,ALA50�3(� g Mamie@�: . _.,...,.... Associates, inc jmi # Consulting Engineers SAKE REINDERSMA ARCHITECT 5450 E. HIGH STREET, SUITE 200 SCOTTSDALE, ARIZONA 85054 P: 480.515.5123 F: 602.513.7193 www.sRA360.com ARCHITECT: STRUCTURAL: O O 00S OVit aW) V >— Erd; 1- U W O CL LY 0 0 W z <t C)wl 05' 0 0 LL F - Z J tL W DATE: 8-3-2017 W REVISION NO.: DATE: ,' /4" JOB NO.: 17-027 / c' I Ir FMS -I JANITOR HWH-I 3/4" ET -I 107 DATA TE 2 116 ,BBBICZ 0, MD CORRIDOR 1 3/4" SIGN 108 117 1 . / EWC-I \ 3/4" u bMM LAV -ICI! " = ' 3/4" c LAV -I -� IC 1 //2" CA/ l " , WOMENS LAV -I 3/4 " ' i'.A 3/4 LAV -I 106 1/2" NOTE 7 //2" U /"--(-' / //2" MENS WC-(CURI 105 O fVHA-C _� r U2"— WC- ///2" 11 o o C -I II 3"FD-I E3). --T NOTE 5 2" - I 1/2" 3"FD-I NOTE 1/2" 4 WC -2 0 . R i o : o WC -2 p L J 2„ ..c 3/4 ' S -I 2" IMB-I NOTE II Ti--� BREAK ROOM 109 0 0 c ASSIST. ROOM 114 CORRIDOR 2 VAULT 111 112 / CASH ROOM CEM 113 115 / j/ j NOTE 1 z TRAINING 110 0 () RESTROOM WATER PLAN SCALE: 1/4" = I'-0" NORTH RECEIVED CITY OF TUKWILA AUG 11 2017 PERMIT CENTER gas Phone: 602.992.3900 Fax: 602.992.1541 809 W. Maryland Ave. Engineering Phoenix,ALA50�3(� g Mamie@�: . _.,...,.... Associates, inc jmi # Consulting Engineers SAKE REINDERSMA ARCHITECT 5450 E. HIGH STREET, SUITE 200 SCOTTSDALE, ARIZONA 85054 P: 480.515.5123 F: 602.513.7193 www.sRA360.com ARCHITECT: STRUCTURAL: O O 00S OVit aW) V >— Erd; 1- U W O CL LY 0 0 W z <t C)wl 05' 0 0 LL F - Z J tL W DATE: 8-3-2017 ISSUED FOR: PERMIT SUBMITTAL REVISION NO.: DATE: JOB NO.: 17-027 SHEET TITLE: ENLARGED PLUMBING PLAN SHEET NO.: P200 \\JUSTIN-2014\Users\Public\Documents\TIGLAS JOB FILES\2017\17122 FnD Tukwila WA TI\17122 MP.dwg Tiglas Engineering Associates, Inc. expressly reserves its common law copyright & other property rights in these plans. All designs, information, data, plans, drawings and specifications are the property of Tiglas Engineering Associates, Inc. as instruments of service and may not be used for any other purpose without written consent of Tiglas Engineering Associates, Inc. No liability is assumed for deviations from these documents. 50' 2n 90' 3/4" / 80' 3/4" LJ RTU -1 (260 CFH) NEW GAS METER BY LOCAL UT/L/TY 3338 CFH 650' TOL 2 PSI, / PS DROP PER 20/5 UPC TABLE /2/6.2(4) NATURAL GAS RISER 80' 3/4" RTU -2 (260 CFH) 70' 3/4 RTU -3 (260 CFH) UH -2 20' (175 CFH) L_690 ar-3/4" ul. RTU - 10 (180 CFH) 3/4 " 30' / //4 " r //4 " st /40' 3/4" 80' LJ RTU -4 (260 CFH) 3/4" / 1/4" 80' 3/4" / //4 " RTU -5 (260 CFH) /00' 3/4" RTU -6 (260 CFH) 3/4 " LJ RTU -11 (175 CFH) /0' 80' 3/4" 3/4" LJ RTU -7 (260 CFH) 80' 3/4" RTU -8 (260 CFH) APPROVED GAS COCK, DIRT LEG & UNION (TYPICAL) 3/4" _— VENTED PRESSURE 3/4" REGULATOR W/ SOV (2 PSI TO 7" WC) (TYPICAL) 30' RTU -9 (260 CFH) //0' 3/4" RTU -13 (175 CFH) 3/4" RTU -12 25' (175 CFH) 00 1-7.-3/4" UH -1 (175 CFH) 3/4 " SCALE: NOT TO SCALE c2) RESTROOM WATER PLAN SCALE: NOT TO SCALE 2//2" <:—/ /Cr /‹ GT jr5 n I 2n 2" / / 2", / GYCO-/ 2" \v/ \\,f2" \ WCO-/ .. FD-/ 4n 4 Se - �2n RESTROOM SANITARY PLAN SCALE: NOT TO SCALE 1 RECEIVED CITY OF TUKWILA AUG 11 2011. PERMIT CENTER Phone: 602.992.3900 Fax: 602.992.1541 809 W. Maryland A�e� Phoenix, ns� Associates, Inc >lam�e@tlgla Consulting Engineers TEA # 111 -c SAKE REINDERSMA ARCHITECT 5450 E. HIGH STREET, SUITE 200 SCOTTSDALE, ARIZONA 85054 P: 480.515.5123 F: 602.513.7193 WWW. SRA36O. COM ARCHITECT: STRUCTURAL: 0 0 1 AND OOP) aW8L11 CD r I "oi a., hi yav "y wM Vv 4 r 6Y" i, em' >— c 0 C O W Z Q Q W c Q Ooh O DATE: 8-3-2017 ISSUED FOR: PERMIT SUBMITTAL REVISION NO.: DATE: JOB NO.: 17-027 SHEET TITLE: PLUMBING SPECIFICATIONS SHEET NO.: P300 PLUMBING FIXTURE SCHEDULE PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION FINAL CONNECTIONS HW CW V W MANUFACTURER MODEL NUMBER MARK DESCRIPTION FINAL CONNECTIONS HW CW V W WC -I WATER CLOSETS FLUSH VALVE OPERATION, VITREOUS CHINA, FULLY GLAZED TRAPWAY, 1.28 GALLONS PER FLUSH, FLOOR MOUNTED, BOTTOM OUTLET, 12° ROUGH -IN, 1 1/2" TOP INLET SPUD, 25 PSI MINIMUM WORKING PRESSURE, COLOR: WHITE WATER CLOSET QUIET, EXPOSED, HIGH EFFICIENCY FLUSH VALVE, VANDAL FLUSHING RESISTANT CHROME PLATED CAST BRASS VALVE BODY, INTEGRAL SYSTEM VACUUM BREAKER, ADJUSTABLE TAILPIECE, SPUD COUPLING, FLANGE FOR TOP SPUD CONNECTION, VANDAL RESISTANT CONTROL STOP WITH INTERNAL SIPHON -GUARD PROTECTION WATER CLOSET COMMERCIAL DUTY, EXTRA HEAVY WEIGHT, INJECTION MOLDED SEAT SOLID PLASTIC, LARGE MOLDED BUMPERS, STAINLESS STEEL POSTS, SELF-SUSTAINING, CONCEALED STAINLESS STEEL CHECK HINGE HOLDING SEAT IN ANY RAISED POSITION UP TO II DEG. BEYOND VERTICAL, OPEN FRONT, LESS COVER, COLOR: WHITE 1 I/2" 3" AMERICAN STANDARD: 2234.001 SLOAN: SLOAN 111.128 4"TD-I TRENCH DRAIN CHANNEL SLOPED DRAIN SYSTEM, PRECAST POLYESTER CONCRETE CHANNEL OF INTERLOCKING DESIGN WITH A BUILT-IN SLOPE 0.6" AND WITH INTEGRAL METAL RAIL AND RADIUSED BOTTOM, 4" BOTTOM OULET WITH DOME STAINER. ADA DUCTILE IRON EXTRA HEAVY DUTY GRATE. 1 1/2" 3" MANUFACTURER MODEL NUMBER ACO: KIOOS CB -I CATCH BASIN 18" X 12° POLYMER CONCRETE CATCH BASIN WITH ADA COMPLIANT CAST IRON GRATE SUITABLE FOR FORK LIFT TRAFFIC, BASIN TO INCLUDE TRASH BUCKET AND WILL ACCOMODATE 6", 8", AND 10" PIPE. I I/2" 4" ACO: POLYMER TYPE 63 AMERICAN STANDARD: 5905.100 WC -2 WATER CLOSETS (ADA COMPLIANT) FLUSH VALVE OPERATION, VITREOUS CHINA, FULLY GLAZED TRAPWAY, 1.28 GALLONS PER FLUSH, FLOOR MOUNTED, BOTTOM OUTLET, 12" ROUGH -IN, 1 1/2" TOP INLET SPUD, 25 PSI MINIMUM WORKING PRESSURE, COLOR: WHITE WATER CLOSET FLUSHING SYSTEM QUIET, EXPOSED, HIGH EFFICIENCY FLUSH VALVE, VANDAL RESISTANT CHROME PLATED CAST BRASS VALVE BODY, INTEGRAL VACUUM BREAKER, ADJUSTABLE TAILPIECE, SPUD COUPLING, FLANGE FOR TOP SPUD CONNECTION, VANDAL RESISTANT CONTROL STOP WITH INTERNAL SIPHON -GUARD PROTECTION WATER CLOSET SEAT COMMERCIAL DUTY, EXTRA HEAVY WEIGHT, INJECTION MOLDED SOLID PLASTIC, LARGE MOLDED BUMPERS, STAINLESS STEEL POSTS, SELF-SUSTAINING, CONCEALED STAINLESS STEEL CHECK HINGE HOLDING SEAT IN ANY RAISED POSITION UP TO II DEG. BEYOND VERTICAL, OPEN FRONT, LESS COVER, COLOR: WHITE 1" 1 1/2" 3" AMERICAN STANDARD: 3043.001 FCO -I CLEANOUT - FLOOR ACID RESISTING COATED CAST IRON BODY, ADJUSTABLE, GAS AND WATER TIGHT ABS TAPERED THREADED INTERNAL CAST IRON PLUG, VANDAL -PROOF FASTENERS, OUTLET CONNECTION METHOD SHALL BE COMPATIBLE WITH PIPING MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS, MEDIUM DUTY, ROUND SCORIATED SECURED ACID RESISTING CAST IRON FRAME AND COVER WITH ANCHOR FLANGE, WITH "CO" IN COVER, INSTALLED FLUSH WITH FINISHED FLOOR. PROVIDE CARPET MARKERS WHERE INSTALLED BELOW CARPET 4" JR SMITH: 4220 SLOAN: 111.128 AMERICAN STANDARD: 5905.100 UR -I URINAL (ADA COMPLIANT) WALL MOUNTED, WHITE VITREOUS CHINA, ELONGATED 14" RIM FROM FINISHED WALL, EXTENDED SIDES, 3/4" TOP MOUNTED INLET SPUD, 2" OUTLET URINAL CARRIER SPECIFICATION "FIXTURE CARRIER, WALL URINAL SUPPORT SYSTEM, TOP AND BOTTOM SUPPORT PLATES, COATED RECTANGULAR STEEL UPRIGHTS, WELDED FEET, ADJUSTABLE SUPPORT PLATES, MOUNTING FASTENERS, " MOUNTING HEIGHT 15 1/4" MAXIMUM A.F.F AT TOP OF RIM. 3/4" I I/4" 2" AMERICAN STANDARD: 5905.100 ZURN: Z1222 S -I SINK SINGLE BOWL, 300 SERIES STAINLESS STEEL, 30" MINIMUM CABINET SIZE, HIGHLIGHTED SWIRLED SATIN FINISH, TOP MOUNT, SELF RIMMING, FOUR FAUCET HOLES ON 4" CENTERS. SINK FAUCET 4" CENTERS, SINK MOUNTED, SOLID BRASS CONSTRUCTION, CHROME PLATED FINISH, LAMINAR FLOW AERATOR: 1.5 GPM, DUAL HANDLE, 4" WRIST BLADES, INTEGRAL CONCEALED MOUNT MIXING VALVE, SWING SPOUT, HOSE SPRAY, 4 -HOLES. SUPPLIES CHROME PLATED ANGLE STOPS WITH LOOSE KEY HANDLE, CHROME PLATED FLEXIBLE BRASS RISER, INSULATE ALL EXPOSED WATER LINES AND VALVES SINK WASTE POLISHED TYPE 304 STAINLESS STEEL BODY WITH BASKET STRAINER, I I/2" 17 GAUGE CHROME PLATED ADJUSTABLE BRASS P -TRAP WITH CLEANOUT PLUG, FITS 3 1/2" OPENING, 1 1/2" NICKEL PLATED BRASS TAILPIECE, RUN PARALLEL AND AS TIGHT TO WALL AS POSSIBLE, INSULATE ALL EXPOSED WASTE LINES 1/2" 1/2" I I/4" 1 1/2" ELKAY: DAYTON GE12521L ELKAY: LK8IIATO8L2 ZURN: Z8700 -PC LAV -I LAVATORIES COUNTERTOP SINK, VITREOUS CHINA, SELF -RIMMING, FRONT OVERFLOW, ROUND SHAPED LAVATORY, SIZE: VITREOUS CHINA, FRONT OVERFLOW, 3 FAUCET HOLES CENTERED ON 4" CENTERS, LESS SOAP DISPENSER HOLE, ADA COMPLANT, COLOR: WHITE LAVATORY FAUCET 0.5 GPM METERING FAUCET WITH POLISHED CHROME FINISH, PROVIDE ASSE 1070 TEMPERING VALVE, LAVATORY SUPPLIES CHROME PLATED ANGLE STOPS WITH LOOSE KEY HANDLE, CHROME PLATED FLEXIBLE BRASS RISER, INSULATE ALL EXPOSED WATER LINES AND VALVES LAVATORY WASTE GRID DRAIN STRAINER, 1 1/4" OFFSET TAILPIECE, I I/4" 17 GAUGE CHROME PLATED ADJUSTABLE BRASS P -TRAP WITH CLEANOUT PLUG, 1 1/4" CHROME PLATED BRASS WASTE TO WALL LAVATORY PROTECTIVE PIPE COVERS ADA COMPLIANT, CHINA WHITE, ANTI-BACTERIA/FUNGAL, MOLDED VINYL, P -TRAP COVER, TWO ANGLE VALVE AND SUPPLY COVERS, 5" OFFSET TAILPIECE WHEEL CHAIR STRAINER COVER 3/8" 3/8" I I/4" 1 1/4" AMERICAN STANDARD: 0491.019 CHICAGO: LEONARD: 3400-ABCP 170 -LF ZURN: ZURN: 8746 -PC Z8701 -PC TRUEBRO: 103 E -Z PLUMBEREX: X4444 EWC-I ELECTRIC WATER COOLER DUAL, ELECTRIC WATER COOLER, RECTANGULAR SHAPED BOWL, WALL HUNG, EXPOSED ON WALL, COUNTOURED SHOCK -ABSORBING UPPER SHROUD, NO EXPOSED FASTENERS, HIGH SIDE ON THE LEFT, EASY -TOUCH CONTROLS ON THE FRONT AND SIDES, REFRIGERATED UNIT, REFRIGERANT HFC -134 A CONTROLLED BY CAPILARY TUBE, BASE FLOW RATE OF 8.0 GPH, BARRIER FREE SELF-CONTAINED, ONE PIECE POLISHED STAINLESS STEEL BASIN, INTEGRAL DRAIN GRID, EMBOSSED BUBBLER, ONE-PIECE REMOVABLE LOWER SHROUD FOR ACCESS TO INTERNAL COMPONENTS, LEAD-FREE WATERWAYS, EASILY CLEANABLE SCREEN, SELF-CONTAINED, ONE PIECE POLISHED STAINLESS STEEL BASIN, INTEGRAL DRAIN GRID, EMBOSSED BUBBLER, ONE-PIECE REMOVABLE LOWER SHROUD FOR ACCESS TO INTERNAL COMPONENTS, LEAD-FREE WATERWAYS, EASILY CLEANABLE SCREEN ACCESSORIES SUPPLIES PROVIDE REPLACEABLE WATER FILTER (HWFI42) 1/2" COLD WATER SUPPLY WITH CONCEALED STOP WITH WHEEL HANDLE, 1/2" CHROME PLATED FLEXIBLE BRASS RISER, 1/2" COLD WATER SUPPLY WITH CONCEALED STOP WITH WHEEL HANDLE, 1/2" CHROME PLATED FLEXIBLE BRASS RISER WASTE 11/4" 17 GAUGE CHROME PLATED BRASS ADJUSTABLE P -TRAP WITH CLEANOUT PLUG, 1 1/4" CHROME PLATED BRASS WASTE TO WALL, CONCEALED IN UNIT, 11/4" 17 GAUGE CHROME PLATED BRASS ADJUSTABLE P -TRAP WITH CLEANOUT PLUG, 1 1/4" CHROME PLATED BRASS WASTE TO WALL, CONCEALED IN UNIT MOUNTING HEIGHT 31.875 A.F.F 3/8" 1 1/4" 1 1/4" HALSEY TAYLOR: HAC8FSBL-Q ADA FMS -I FLOOR MOP SINK MOLDED STONE, PLAIN CURBS, ONE PIECE 24"X24"X10" SQUARE BASIN, WITH TILING FLANGE FLOOR MOP SINK FAUCET WALL MOUNTED HOT AND COLD WATER SERVICE FAUCET EXTENDING 9 3/8" FROM BACK OF WALL FLANGE, VACUUM BREAKER, CHROME PLATED, 3/4" HOSE THREAD ON SPOUT, PAIL HOOK, ADJUSTABLE WALL BRACE, FLAT STAINLESS STEEL STRAINER, 24" LONG X 3" WIDE STAINLESS STEEL MOP BRACKET WITH THREE RUBBER GRIPS, 36" LONG HOSE WITH WALL HANGER SUPPLIES 1/2" HOT AND COLD WATER WITH CONCEALED STOP WITH WHEEL HANDLE, 1/2" CHROME PLATED FLEXIBLE BRASS RISER WASTE DRAIN SHALL BE INTEGRAL STAINLESS STEEL COMBINATION FLAT STRAINER AND LINT BASKET, FACTORY INSTALLED STAINLESS STEEL DRAIN BODY, CAST IRON P -TRAP ACCESSORIES 24" LONG X 3" WIDE STAINLESS STEEL MOP BRACKET WITH THREE RUBBER GRIPS, 36" HOSE WITH HANGER, STAINLESS STEEL SPLASH GUARDS ON ADJACENT WALLS AS REQUIRED 1/2" 1/2" I 1/4" 2" FIAT: MSB -2424 FIAT: 830 -AA WH -I WALL HYDRANT CONCEALED 3/4" HOSE CONNECTION WITH INTEGRAL AUTOMATIC DRAINING, ANTI -SIPHON VACUUM BREAKER IN CHROME BOX, LENGTH TO SUIT WALL THICKNESS PROVIDE WITH QUARTER TURN, SQUARE FITTING, T -HANDLE KEY. 1/2" WOODFORD: 865 RH-I ROOF HYDRANT ENCASED, ANTI -SIPHON, AUTOMATIC DRAINING, COPPER CASING, ALL BRONZE INTERIOR WALL HYDRANT WITH NON -TURNING OPERATING ROD WITH FREE-FLOATING COMPRESSION CLOSURE VALVE, VANDAL -RESISTANT LOOSE TEE HANDLE OPERATING STEM, ADJUSTABLE PACKING NUT, INTEGRAL TAMPER PROOF VACUUM BREAKER, SINGLE TEMPERATURE 3/4" INLET MALE END CONNECTION, CHROME -PLATED BOX AND HINGED COVER WITH LOOSE OPERATING KEY MOUNTING MOUNTED IN THE VERTICAL FACE OF MECHANICAL EQUIPMENT CURB AS INDICATED ON PLANS 1/2" ZURN: Z1320 -C GF -I GENERIC FIXTURE 1/2" DOMESTIC COLD WATER CONNECTION FOR COFFEE MAKER, PROVIDE DUAL CHECK VALVE FOR CARBONATED BEVERAGE MACHINES (WATTS SD -2 OR EQUAL), PROVIDE BACKFLOW PREVENTION IN ACCORDANCE WITH LOCAL REQUIREMENTS IN AN ACCESSIBLE LOCATION, COORDINATE THE LOCATION AND SIZE OF ALL PLUMBING CONNECTIONS WITH KITCHEN CONNECTION PLANS, MANUFACTURER RECOMMENDATIONS, AND LOCAL REQUIREMENTS PRIOR TO ROUGH -IN. MAKE ANY ADJUSTMENTS NECESSARY TO PROVIDE A FULLY FUNCTIONING FIXTURE, PROVIDE SHUT-OFF VALVE. 1/2° 3"FD-I FLOOR DRAIN STANDARD STRAINER, COATED CAST IRON, TWO-PIECE BODY, DOUBLE DRAINAGE FLANGE, ADJUSTABLE EXTENSION AS REQUIRED BY APPLICATION, ADJUSTABLE COLLAR WITH SEEPAGE SLOTS, INVERTIBLE NON -PUNCTURING MEMBRANE CLAMP, FLASHING CLAMP WITH 24"X24° 4 LB. LEAD FLASHING FOR FLOOR DRAINS INSTALLED ABOVE SLAB ON GRADE, BOTTOM OUTLET, OUTLET CONNECTION METHOD SHALL BE COMPATIBLE WITH PIPING MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS, POLISHED NICKEL BRONZE FINISH, 5" DIAMETER ROUND STRAINER I 1/4" 3" JR SMITH: 2010 -NB ZURN: Z415B 3"FS-I FLOOR SINK 12" X 12" X 7 3/4" DEEP FLOOR SINK, COATED CAST IRON BODY, WHITE ACID -RESISTING PORCELAIN ENAMEL INTERIOR COATING, ABS ANTI -SPLASH DOME, WHITE STRAINER, OUTLET CONNECTION METHOD SHALL BE COMPATIBLE WITH PIPING MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS, NICKEL BRONZE 1/2 GRATE, SQUARE 1 1/2" 3" ZURN: FD2376-H WCO-I WALL CLEANOUT ACID RESISTING COATED CAST IRON CLEANOUT TEE, COUNTERSUNK BRONZE PLUG, ROUND STAINLESS STEEL SECURED ACCESS COVER, STANDARD FASTENERS 3" J.R. SMITH: 4710 WADE: 8480R ZURN: Z1446 TP -I TRAP PRIMER PRESSURE ACTIVATED TRAP PRIMER, BRASS CONSTRUCTION, PISTON OPERATED, ADJUSTMENT FOR VARIABLE PRESSURES, INSTALL TRAP PRIMER A MINIMUM OF 12" ABOVE THE TRAP BEING SERVED, PROVIDE AIR GAP FITTING WITH 1/2" MALE NPT INLET FITTING AND 1/2" FEMALE OUTLET FITTING, TWO TRAP APPLICATION TRAP PRIMER DISTRIBUTION UNIT COPPER BODY DISTRIBUTION UNIT, 4 - 3/8" FPT BRASS DISCHARGE FITTINGS, 1/2" MALE NPT COMPOSITE INLET, PROVIDE PLUGS AS REQUIRED BY APPLICATION 1/2" PRECISION PRODUCTS: - P2-500 PRECISION PRODUCTS: - DU -4 TP -2 TRAP PRIMER ELECTRONICALLY ACTIVATED TRAP PRIMER, PRE-SET TIMER OPENING ONCE FOR 10 SECONDS EVERY 24 HOURS, 1/2" NPT MALE INLET, 1/2" NPT FEMALE OUTLET, 95-5 LEAD FREE SOLDERED JOINTS, CIRCUIT BREAKER, TEST SWITCH, TIMER SOLENOID VALVE, INSTALL TRAP PRIMER A MINIMUM OF 12" ABOVE THE TRAP BEING SERVED, PROVIDE AIR GAP FITTING WITH 1/2" MALE NPT INLET FITTING AND 1/2" FEMALE OUTLET FITTING, COORDINATE ELECTRICAL CONNECTION REQUIREMENTS WITH ELECTRICAL 0 INSTALLATION, SINGLE TRAP APPLICATION (...(IN IKat IM I-'IQIOFt Tiglas Engineering Associates, Inc. expressly reserves its common law copyritht & other property rights in these plans All kiesigns information data, plans, drawings and specifications are the property of Tiglas Engineering Associates, Inc. as instruments of service and may not be used for any other purpose without written consent of Tiglas Engineering Associates, Inc. No liability is assumed for deviations from these documents. 1/2" PRECISION PRODUCTS: - MINI -PRIME DOMESTIC WATER SERVICE CALCULATIONS FIXTURE WSFU (5) WATER CLOSET, 1.6 GPF FLUSH VALVE 25.0 (I) URINAL, 1.0 GPF 4.0 (4) LAVATORY 4.0 (I) MOP SINK 3.0 (1) BAR SINK 2.0 (2) ICE MAKER 2.0 (2) DRINKING FOUNTAIN 1.0 (4) HOSE BIBB 4.5 EXISTING BUILDING 27.5 TOTAL WSFU = 73 2015 UPC APPENDIX A, CHART A103.1(2) FOR ESTIMATING DEMAND 73 WSFU = 58 GPM STATIC LOSS CALCULATIONS: HEIGHT OF HIGHEST FIXTURE ABOVE MAIN DOMESTIC WATER STUB UP * 20 FEET PRESSURE DROP AT HIGHEST FIXTURE = 0.433 X 20 FEET * 8.6 PSI BUILDING STATIC PRESSURE DROP * 8.6 PSI FRICTION LOSS CALCULATIONS: MINIMUM PRESSURE REQUIRED AT MOST DEMANDING FIXTURE * 20.0 PSI WATER METER PRESSURE DROP * 7.0 PSI BACKFLOW PREVENTER PRESSURE DROP (BASED ON WATTS 009M RPZ) * 10.0 PSI TOTAL DEVELOPED LENGTH OF DISTRIBUTION PIPING = * 600 FEET DISTRIBUTION PIPING IS SIZED FOR 2.4 PSI PER 100 FEET FRICTION LOSS. TOTAL DISTRIBUTION SYSTEM FRICTION LOSS = (70 PSI - 45.6 PSI) X 100 FT / 600 FT 4.1 PSI TOTAL BUILDING PRESSURE DROP 45.6 PSI PIPE SIZING: 4.1 PSI/100' FRICTION LOSS 1/2" = 2 GPM =1 FU =- FU 3/4" = 6 GPM =7 FU =- FU I" = 12 GPM =16 FU =- FU I-1/4" = 21 GPM =32 FU =- FU I-1/2" = 32 GPM =58 FU =15 FU 2" = 66 GPM =205 FU =95 FU CONCLUSIONS: EXISTING 2" BUILDING WATER SUPPLY PIPE TO REMAIN EXISTING PRESSURE AT BUILDING PRESSURE REDUCER = * 70.0 PSI * CONTRACTOR TO VERIFY STATIC WATER PRESSURE AVAILABLE AT BUILDING DOMESTIC WATER STUB -UP, DOWNSTREAM OF METER AND BACKFLOW PREVENTER. NOTIFY ARCHITECT AND ENGINEER IMMEDIATELY IF MINIMUM PRESSURE REQUIREMENT IS NOT AVAILABLE. PLUMBING FIXTURES SANITARY (DFU) FIXTURE (5) WATER CLOSET, 1.28 GPF FLUSH VALVE (I) URINAL, 1.0 GPF (4) LAVATORY (I) MOP SINK (I) KITCHEN SINK (I) DRINKING FOUNTAIN (2) 2" FLOOR DRAIN (I) 3" FLOOR SINK DFU 30.0 2.0 4.0 4.0 2.0 1.0 6.0 5.0 TOTAL DFU = 54 DOMESTIC WATER METER SIZING * WATER METER IS EXISTING WITH PRESSURE AT 70 PSI, 73 WFU, 1 i" METER WITH 2" DISTRIBUTION. * PER EXISTING DRAWINGS ELECTRICAL WATER HEATERS MARK LOCATION KW GAL/HR @ 90 DEGREE RISE ELECTRICAL STORAGE CAP MANUFACTURER REMARKS VOLTS PHASE HWH-I UTILITY CLOSET 3 14 277 1 20 GALLONS AO SMITH DEL 20 EXPANSION TANKS MARK LOCATION SERVES MINIMUM ACCEPTANCE WORKING PRESS (PSI) SIZE (APPROX) MANUFACTURER REMARKS ET -I I DOM. HW 2.1 150 10"0X10 3/8" AMTROL MODEL ST -5-C *NOTE: CONTRACTOR SHALL ADJUST PRE -CHARGE OF EXPANSION TANK TO EQUAL INCOMING WATER PRESSURE PRIOR TO INSTALLATION. PUMPS MARK LOCATION SERVICE GPM HEAD (FT.) MOTOR DATA RPM TYPE MFR. REMARKS HP VOLTS PH CYC. P -I LOADING DOCK TRENCH DRAIN 50 13 1/2 115 1 60 1725 SPLIT CAP. ZOELLER M98 PROVIDE ZOELLER OIL GUARD SYSTEM. MOUNT FRAMING TO STRUCTURE SECURE BRACKET TO WALL MIN 6 PLACES 1/4" X 2" GUSSET 3/4" CDX PLYWOOD, PAINT 2-1/2" X 2-1/2" X 1/4" ANGLE FRAME,• CLEAN, PR/ME, 8 PAINT ALL STEEL 30" 30" C3D DRAIN PAN-- 30" NOTE: UNIT SHALL BE MOUNTED AT 8'-0" A.F.F.. INSTALL PER ALL LOCAL CODE REQUIREMENTS. SUPPORT PLATFORM SHALL BE DESIGNED TO SUPPORT A MAX/MUM WEIGHT OF 450 LBS. PAINT BRACKET WITH TWO (2) COATS OF SW/DTM, BLACK. (TYP) 3/16" ' ELECTRICAL CONNECT/ON THERMOMETER SHUTOFF VALVE (TYP) SEE PLANS FOR PIPE SIZES (TYP) S / I UN/ON (TYP) DRAIN PAN DRAIN, ROUTE TO 8 TERMINATE AT MOP SINK WITH 2" AIR GAP WATER HEATER MOUNTING NOT TO SCALE INSTALL PER PD/ STANDARDS AND MANUFACTURER'S INSTRUCT/ONS SINGLE FIXTURE PDI SIZE PIPE SIZE FIXTURE UNIT LOAD A 1/2" I-11 B 3/4" 12-32 C I" 33-60 D I-1/4" 61-113 E I-1/2" 114-154 F 2" 155-330 FIXTURE UNIT TABULATION FIXTURE COLD HOT VALVE WATER CLOSET 10 -- TANK WATER CLOSET 5 -- URINAL 5 -- LAVATORY/SINK 1.5 1.5 JANITOR'S SINK 3 3 SHOWER/BATHTUB 2 2 SEISMIC STRAP TOP 8 BOTTOM WATER HEATER T M AMTROL AST -5-C EXPANS/ON TANK VOLUME = 2.1 GALLONS ACCEPTANCE = 0.9 GALLONS WH -I VACUUM RELIEF ISI CHECK VALVE (TYP) LEA VE IN OPEN POS/TION, REMOVE HANDLE SEE PLANS FOR PIPE SIZES (TYP) T8P REL/EF VALVE (ROUTE TO MSB) DRAIN VALVE WITH HOSE CONNECT/ON. WATER TIGHT REINFORCED 7- GALVANIZED DRAIN PAN. 3/4" DRAIN ROUTE TO MOP SINK BELOW, TERMINATE WITH AN AIR GAP. ®WATER HEATER DETAIL NOT TO SCALE TO SCALE IF HORIZONTAL BRANCH IS LESS THAN 20' LONG, PROVIDE ONE WHA AT END OF LINE IF BRANCH IS GREATER THAN 20' LONG, PROVIDE ANOTHER WHA IN MIDDLE, EACH S/ZED FOR HALF THE FIXTURE UNITS HOT OR COLD WATER SUPPLY l �� - TO FIXTURES t r 09FIXTURES r, TO FIXTURES MULTIPLE FIXTURES TO FIXTURES PLUMB/NG CONTRACTOR SHALL PROVIDE WATER HAMMER ARRESTERS BY SIOUX CH/EF, PREC/S/ON PLUMB/NG PRODUCTS, WATTS OR APPROVED EQUIVALENT WITH PISTON AND 0 -RING CONSTRUCT/ON, HAVING PDI #WH -201, ASSE #/0/0 AND ANSI #A//2.26. IM CERTIFICATION. INSTALL IN HORIZONTAL OR VERT/CAL POSIT/ON, BUT NEVER UPSIDE DOWN. INSTALL IN LINE WITH WATER FLOW DIRECT/ON /F POSSIBLE. SIZE THE UNITS AS SHOWN ON THE RECEIVED DRAW/NGS AND/OR PER THE TABLES SHOWN ABOVE. CITY OF TU KWILA AUG 11 2017 WATER HAMMER ARRESTER NOT TO SCALE PERMIT CENTER gas Engineering Associates, Inc Consulting Engineers SAKE REINDERSMA ARCHITECT 5450 E. HIGH STREET, SUITE 200 SCOTTSDALE, ARIZONA 85054 P: 480.515.5123 F: 602.513.7193 WWW. SRA36O. COM ARCHITECT: STRUCTURAL: 1- U uJ O 0 Lam_ nQ IX CY oW W Z Q � LU c U Q (15 oo`�/ O LLN z J 0 r w DATE: 8-3-2017 ISSUED FOR: PERMIT SUBMITTAL REVISION NO.: DATE: JOB NO.: 17-027 SHEET TITLE: PLUMBING DETAILS SHEET NO.: Phone: 602.992.3900 Fax: 602.992.1541 809 W. MaryIIZland � ' Ave. Phoenix, �_�© jamie@tigIa TEA # 111 P.. jai 400 1 O 0 z E Aug 09, 2017 \\JUSTIN-2014\Users\Public\Documents\TIGLAS JOB FILES\2017\17122 FnD Tukwila WA TI\17122 MP.dwg GAS COCK WITH PLUGGED 1/8" NPT TEST GAUGE CONNECTION. L OCA TE A MIN/MUM OF 14" ABOVE SURFACE OF ROOF. PRESSURE REDUC/NG VALVE WITH INTERNAL VENT VENT ELBOW DOWN PLUGGED 1/8" NPT TEST GAUGE CONNECTION CONNECT TO UNIT GAS CONTROL W/TH GROUND JOINT UN/ON, PROVIDE GROMMET FOR WATER T/GHT SEAL Tiglas Engineering Associates, Inc. expressly reserves its common law copyright & other property rights in these plans. All designs, information, data, plans, drawings and specifications are the property of Tiglas Engineering Associates, Inc. as instruments of service and may not be used for any other purpose without written consent of Tiglas Engineering Associates, Inc. No liability is assumed for deviations from these documents. GROUND JO/NT UNION ROOF DIRT LEG NOTE: I. ARRANGE PIPING TO ALLOW FULL & FREE MOVEMENT OF ROOFTOP EQUIPMENT DOORS 2. CONTRACTOR SHALL VERIFY ALL MECHAN/CAL GAS F/RED EQU/PMENT CONNECT/ON LOCATIONS IN THE F/ELD PRIOR TO INSTALL/NG GAS PIPE MAINS OR BRANCHES. ROOF TOP UNIT AP SEALANT STAINLESS STEEL CLAMPING RING PRE -MOLDED PIPE FLASHING BOOT HEAT WELDED LAB BY ROOF/NG CONTRACTOR ATTACH B2400 STRUT TO BAR JOIST, SECURE PIPE WITH PIPE CLAMP NATURAL GAS PIPING CONNECTION NOT TO SCALE CENTER PAD BELOW P/PE STAND MIRO MODEL PAD /6 3/4" x /9 3/4"x 1/8" MIRO INDUSTR/ES PILLOW BLOCK MODEL #5 -RAH PIPESTAND — MINIMUM SPACING FOR PIPE SUPPORTS PIPE SIZE (IN.) SPACING (FT.) MIN. ROD SIZE (IN.) HORIZONTAL 1/2 6 3/8 3/4 TO 1 1/4 8 3/8 1 1/2 TO 3 10 I/2 VERTICAL 3 1/2 TO 5 EACH FLOOR PIPE (SEE PLANS FOR S/ZE) PILLOW BLOCK P/PE STAND MIRO MODEL PAD /6 3/4" x /9 3/4" x 1/8" ROOF/NG MATERIAL PLAN SEE PLANS FOR PIPE SIZES. PROV/DE PROTECT/VE COATING; PR/ME PIPE AND F/TT/NGS WITH A COMPATIBLE PRIMER PR/OR TO APPLICATION OF PAINT. PROVIDE LUSTERLESS ALKYD ENAMEL. PR/MER SHALL BE SYNTHETIC RUST-INHIB/TING PR/MER. PROVIDE TWO (Z) COATS LUSTERLESS ALKYD ENA/'7L. COLOR SHALL BE GREEN UNLESS OTHERW/SE REQUIRED BY LOCAL AUTHOR/TY. PROVIDE ALUMINUM PIPE STRAPS. FASTEN TO PIPE STAND PER MANUFACTURER'S RECOMMENDATIONS PIPE SHALL REST FIRMLY ON PIPE STAND WITHOUT GAPS PIPE STANDS ARE ADJUSTABLE FOR PROPER ELEVA TION OF VARIOUS SIZE PIPE TO MA/NTA/N LEVEL P/PING NO SHIMS OR BLOCKS ARE PERMITTED 03) DOME STRAINER GRATE SECTION ROOF MOUNTED PIPING SUPPORT NOT TO SCALE DRAIN PIPE I'D" -A/R GAP=2x "0" MIN. 2" A/R GAP r — WALL (SEE PLANS) VENT PIP/NG LOCATED IN WALL FIN. FLOOR 1111=111 I� 11111111111111111 ... ,11..,11:., .,.,.,., ..: 1 1t4TTEM 11-111-111=111 ;II111IIII ,III„—III,�IIII„III FLOOR SINK FLOOR SINK DETAIL NOT TO SCALE ANGLE AND CLAMP FOR RIG/D INSTALLA TION UN/ON ELBOW l ROOFTOP UNIT ROOFTOP UNIT CURB ASSEMBLY METAL FLASHING, REFER TO ARCH/TECTURAL DRAW/NGS SEAL TO ROOF CURB ROOF HYDRANT (RH-/) WITH VACUUM BREAKER/BACKFLOW PREVENTER, AUTOMATIC DRAINING ADDITIONAL WOOD BLOCK/NG COORDINATE W/TH G.C. SHUT-OFF VALVE 5/4” CWS, SEE SHEET SEE P100 FOR ROUTING ROOF INSULATION 1 1 13 ROOF CURB HYDRANT DETAIL ROOF DECK EXTEND CONDENSATE TO A PO/NT 36" BEYOND RTU ON DOWNHILL SIDE OF ROOF AND SP/LL ONTO SPLASH BLOCK (BYG.C.) PIPE STAND (STACK AS NEEDED) NOT TO SCALE NOTE: I. VER/FY UNIT CONNECTION LOCATION (SOME MAY HAVE BOTTOM OUTLET OR NOT REQUIRE EXTERNAL TRAP). 2. ARRANGE P/P/NG TO ALLOW FULL & FREE MOVEMENT OF ROOFTOP EQU/PMENT DOORS. ROOFTOP UNIT ADAPTER AS REQUIRED TO RTU CONNECTION WITH UNION SCREENED VENT OUTLET ROOF CURB — CONDENSATE DRAIN PIPE SAME SIZE AS RTU DRAIN, BUT NOT LESS THAN 3/4" SLIP SHEET —\ PIPE 3/4 " VENT MINIMUM 4" DEEP TRAP FIPT ADAPTER ROOF —PLUG MIPT, FOR CLEANOUT 8 WINTERIZATION DRAIN ROOFTOP UNIT CONDENSATE TRAP NOT TO SCALE TERMINATE SLEEVE FLUSH WITH FINISHED WALL SURFACES SEAL OR CAULK SLEEVES THRU FIRE WALLS IN SMOKE TIGHT MANNER AND TO MEET FIRE RATING OF WALL (REFER TO ASTM E-8/4) STANDARD WEIGHT STEEL PIPE SLEEVE OF SIZE TO PASS PIPE AND INSULATION, PLUS GAP AS REQU/RED BY LOCAL CODES. (25 GA. SPL/T WALL SLEEVE ALSO ACCEPTABLE) PIPE AND INSULATION TO BE CENTERED /N SLEEVE. DO NOT SUPPORT PIPE FROM SLEEVE C7) L'..........:.:.:.Y:.Y:,:Y:.:.:.:.:.:.:.:.:.:.:.:..-•..:.:.:.:...:.:.:.:.1 CONCEALED PIPING FIN/SHED ESCUTCHEON PLATE FLUSH AGA/NST WALL AND OF S/ZE TO COMPLETELY COVER OPENING FINISHED WALL SURFACE PIPING EXPOSED TO V/EW NOTE: PROVIDE FOR ALL MASONRY WALLS AND FIRE RATED WALLS PIPE SLEEVE AT INTERIOR WALLS NOT TO SCALE THERMOPLAST/C SLEEVE AND ANCHOR COLLAR (WA TERSTOP) WALL LINK -SEAL TYPE CENTURY -LINE SLEEVE MODEL CS (PROVIDE FIRE RATED SEALANT IN FIRE RATED WALLS) L/NK-SEAL TYPE WALL PENETRATION SEAL MODEL LS STA/NLESS STEEL EUSTACH/AN PLATE WHERE L OCA TED ABOVE GRADE PIPE SLEEVE AT EXTERIOR WALLS NOT TO SCALE 1/2" COLD WATER SUPPLY CONNECT/ON K -COPPER BELOW GRADE NO FITTINGS OR SPLICES BELOW GRADE CONNECT TO FLOOR DRAIN (TYP/CAL) SLOPE FLOOR TO FLOOR DRAIN FLOOR DRAIN TRAP WATER LEVEL FLOOR DRAIN DETAIL NOT TO SCALE METAL CAB/NET TRAP PR/MER FIXED A/R GAP DISTRIBUTION UNIT /2" MIN/MUM TO HORIZONTAL RUN IN PIPE K" COPPER (TYP.) 1/2" FLEXIBLE \4.i\\i\� '• ' 11:11 • FLOOR DRAIN TRAP PRIMER DETAIL FLOOR DRAIN NOT TO SCALE NOTE TRAPEZE HANGERS ARE ACCEPTABLE HUB AND SPIGOT PVC PIPE BELOW FLOOR SANITARY OR STORM SEWER LINE r FLOOR SLAB ON GRADE 4 MEMBRANE CLAMP -SAME SIZE AS SEWER UP TO 4 " MAX/MUM LONG SWEEP ELBOW AT END OR TURN OF RUN COMBINATION WYE AND EIGHTH BEND IN RUN. ENTER TOP OF PIPE NOTES: I. LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS OF PIPE GREATER THAN 45 DEGREES, AT 50' INTERVALS ON STRAIGHT RUNS, AND WHERE SHOWN ON PLANS. PROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS. LOCATE CLEANOUTS WHERE THERE /S /8" CLEAR AROUND. CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS. 2. PROVIDE ROUND SECURED CAST IRON ADJUSTABLE TOP W/TH 'CO" CAST IN COVER. PROVIDE CLEANOUT TOP W/TH VARIATIONS SU/TABLE FOR FLOOR COVERING (CARPET MARKER, RECESSED FOR TILE, SCORIA TED FOR UNFINISHED FLOORS). PROVIDE BRONZE PLUG IN PVC BODY. FLOOR CLEANOUT DETAIL NOT TO SCALE PLAN • COVERS SHALL HAVE THE LETTERS "CO" ON TOP RECTANGULAR CONCRETE COLLAR CLOW COVER & FRAME OR APPROVED EQUAL SURFACE VAR/ES, SEE PLANS HOT POURED JO/NT COMPOUND .77— SAME SIZE AS PIPE —111-11. =III—III= I-111; UNDISTURBED EARTH SECTION TWO WAY CLEANOUT NOT TO SCALE ATTACH TO STRUCTURE WA METHOD APPROVED BY ARCHITECT ANGLE OF REQUIRED— BY M.C.) EQU/REDBYM.C.) HANGER ROD LOCK/NG NUT SUPPORT NUT t 11111111111111111111111111111111 PIPE HANGER DETAIL NOT TO SCALE HEAVY DUTY CLEVIS HANGER INSULATION INSULAR() SH/ELD RECEIVED CITY OF TUKWILA AUG 11 2017 IT CENTER SAKE REINDERSMA ARCHITECT 5450 E. HIGH STREET, SUITE 200 SCOTTSDALE, ARIZONA 85054 P: 480.515.5123 F: 602.513.7193 WWW.SRA360.COM ARCHITECT: STRUCTURAL: l App EWN)1 t1� COS OUc'r \ U 1- U w O a- >— Cl_ c Ch O W z Q W o5 •J Ooh CD .0 z CL w DATE: 8-3-2017 ISSUED FOR: PERMIT SUBMITTAL REVISION NO.: DATE: JOB NO.: 17-027 SHEET TITLE: PLUMBING DETAILS Phone: 602.992.3900 Fax: 602.992.1541 809 W. Maryland Ave. Phoenix, Ai. 85013 IS Engineering ramie@tlgl Associates, inc TEA # u Consulting Engineers SHEET NO.: 500 ELECTRIC WALL HEATER SCHEDULE (FURNISHED BY G.C.) MARK BTU/HR WATTS VOLTAGE PHASE AMPS MANUFACTURER CATALOG NUMBER REMARKS EWH I 6,825 2.0 208 I 9.6 QMARK HEATER: AWH4408 MTG. FRAME: RECESSED PROVIDE WITH INTEGRAL THERMOSTAT AND INTEGRAL DISCONNECT SWITCH ELECTRICAL SYMBOL LEGEND (SOME MAY NOT BE USED) SYMBOL DESCRIPTION SYMBOL DESCRIPTION O WALL MOUNTED SINGLE RECEPTACLE, NEMA 5-20R WEATHERPROOF MODIFIER PANELBOARD, UTILITY POWER ABOVE FINISHED GRADE DPST DOUBLE POLE, SINGLE THROW PT WALL MOUNTED DUPLEX RECEPTACLE NIC POWER U DISTRIBUTION PANEL OR SWITCHBOARD, ITLITY Q vA H HORIZONTAL MOUNT MODIFIER UNO WALL MOUNTED DEDICATED DUPLEX RECEPTACLE n METER AND SOCKET I I 4E WALL MOUNTED DUPLEX RECEPTACLE, ONE RECEPTACLE SWITCHED OR SPLIT -WIRED -O WALL MOUNTED JUNCTION/OUTLET BOX 1* WALL MOUNTED QUADRUPLEX RECEPTACLE 0 FLUSH FLOOR MOUNTED JUNCTION/OUTLET BOX GROUND -FAULT PROTECTION OF EQUIPMENT WALL MOUNTED DEDICATED QUADRUPLEX RECEPTACLE QJ C CEILING MOUNTED JUNCTION/OUTLETBOX TAMPER-RESISTANT MODIFIER WALL MOUNTED QUADRUPLEX RECEPTACLE, SPLIT -WIRED JO JUNCTION BOX MOUNTED ABOVE CEILING -® WALL MOUNTED SPECIAL RECEPTACLE,NEMACONFIGURATIONASNOTED 1 " "1 MULTI OUTLET ASSEMBLY GROUND 3a WALL MOUNTED RANGE RECEPTACLE, NEMA 14-50R UNLESS INDICATED OTHERWISE f CORD AND PLUG Q FLUSH FLOOR MOUNTED SINGLE RECEPTACLE, NEMA 5-20R © MOTOR ON FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE XX/X XXA E, FUSES SAFETY SWITCH, SIZE AS INDICATED ON PLAN 0 0 FLUSH FLOOR MOUNTED DEDICATED DUPLEX RECEPTACLE Oil FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE, SPLIT -WIRED XX/XRh XXA COMBINATION MAGNETIC MOTOR STARTER AND DISCONNECT SWITCH,SIZE AS INDICATED ON PLAN '=`FUSES nm FLUSH FLOOR MOUNTED QUADRUPLEX RECEPTACLE n'n ■_. FLUSH FLOOR MOUNTED DEDICATED QUADRUPLEX RECEPTACLE MOD SWITCH.SPST UNLESS INDICATED WITH MODIFIER. HORSEPOWER RATED WHEN USED FOR MOTOR CONTROL OR DISCONNECTING MEANS. SWITCH MODIFIERS, INCLUDING COMBINATIONS THEREOF: MH FLUSH FLOOR MOUNTED QUADRUPLEX RECEPTACLE, SPLIT -WIRED 2: DPST. 3: 3 -WAY (SPDT). 4: 4 -WAY. D: DIMMER BOX COVER UNIT, BUSSMANN SSU OR STY SERIES. G: GLOW HANDLE (HANDLE GLOWS WHEN SWITCH IS OFF). H:HHORIZONTALLYHOR MOUNTED. M: MANUAL MOTOR CONTROLLER WITH OVERLOAD HEATER. SB: SWITCH BANK (GANGED SWITCHES) OSI: OCCUPANCYSNSOR 0S2: DUAL -RELAY OCCUPANCY SENSOR.0-I P: PILOT LIGHT (PILOT ON WHEN SWITCH IS ON). T: TIMER. LV: LOW VOLTAGE. OR: OVERRIDE. OT: OVERRIDE WITH TIMER. WP: WEATHERPROOF DTC: SPDT, CENTER OFF, MAINTAINED CONTACT. DTM: SPDT, CENTER OFF, MOMENTARY CONTACT. LOWERCASE LETTER: CONTROL LUMINAIRE WITH SAME LEITER. ® FLUSH FLOOR MOUNTED SPECIAL RECEPTACLE, NEMA CONFIGURATION AS NOTED 0F: ABOVE FLOOR SERVICE FITTING, HUBBELL #SC3098A OR EQUAL; NEMA CONFIGURATION AS NOTED C/DC CEILING MOUNTED SINGLE RECEPTACLE, NEMA 5-20R (C=FLUSH CEILING, DC=DROPCORD) 'I ON C/DC CEILING MOUNTED DUPLEX RECEPTACLE (C=FLUSHCEILING,DC=DROPCORD} I C / D C CEILING MOUNTED DEDICATED DUPLEX RECEPTACLE (C=FLUSH CEILING, DC=DROPCORD) 011 C/DC CEILING MOUNTED DUPLEX RECEPTACLE, SPLIT -WIRED (c FLUSHCEILING,DC=DROPCORD) •_• iuu ■= C/DC CEILING MOUNTED QUADRUPLEX RECEPTACLE (C=FLUSH CEILING, DC=DROPCORD) �� =� ■_■ C/DC CEILING MOUNTED DEDICATED QUADRUPLEX RECEPTACLE (C=FLUSH CEILING, DC=DROPCORD) 111 n ■=■ C/DC CEILING MOUNTED QUADRUPLEX RECEPTACLE, SPLIT -WIRED (C=FLUSH CEILING, DC=DROPCORD) ® C/DC CEILING MOUNTED SPECIAL RECEPTACLE, NEMA CONFIGURATION AS NOTED (C=FLUSH CEILING, DC=DROPCORD) CD CEILING MOUNTED PHOTOSENSOR A24 BRANCH CIRCUITING, CONCEALED IN WALL OR CEILING CD CEILING MOUNTED OCCUPANCY SENSOR 1 277 BRANCH CIRCUITING, CONCEALED IN OR UNDER FLOOR i`( OS WALL MOUNTED OCCUPANCY SENSOR 1,3 A24E BRANCH CIRCUITING, EXPOSED TRACK LIGHTING LIVE END FEED; "XX" INDICATES CURRENT LIMITER RATING IFAPPLICABLE XX 1,i 1 �'`'-,--- HOMERUN TO PANEL. THE NUMBER OF ARROWS INDICATES THE NUMBER OF CIRCUITS. TWO WIRES UNLESS NOTED OTHERWISE; SLASHES INDICATE NUMBEROF WIRES. GROUND WIRE IS REQUIRED BUT NOT INDICATED. A 7 INDICATES ISOLATED GROUND CONDUCTOR. SUSPENDED LOW VOLTAGE LIGHTING POWER SUPPLY/TRANSFORMER; "D{" INDICATES VOLT -AMP RATING XXX RPS y FLOOR MOUNTED TELEPHONE OUTLET; DENOTES NUMBER OF TELEPHONE PORTS OZ10 40K 80CRI PS10250 C CEILING MOUNTED TELEPHONE OUTLET; *P DENOTES NUMBER OF TELEPHONE PORTS CONDUIT STUB V WALL MOUNTED TELEPHONE OUTLET; *P DENOTES NUMBER OF TELEPHONE PORTS ] 0 VERTICAL CONDUIT/CIRCUIT V FLOOR MOUNTED DATA OUTLET; *D DENOTES NUMBER OF DATA PORTS ED BELL VC CEILING MOUNTED ET; *D DENOTES NUMB EROFDATA TA PORTS EV BUZZER 0 WALL MOUNT'ED DDNOTESNUMBDATA EROFDATA PORTS C= CHIME ® FLOOR MOUNTED COMBINATION TELEPHONE AND DATA OUTLET; *P/*D DENOTES NUMBER OF TELEPHONE/DATA PORTS 0 SPEAKER, CEILING ® C CEILING MOUNTED COMBINATION TELEPHONE AND DATA OUTLET; *P/*D DENOTES NUMBER OF TELEPHONE/DATA PORTS -0 SPEAKER, WALL ® WALL MOUNTED COMBINATION TELEPHONE AND DATA OUTLET; *P/*D DENOTES NUMBER OF TELEPHONE/DATA PORTS OG SPEAKER, GROUND -MOUNTED 197 O4"THICK ING3WOODBACKBOARD, SIZE ASINDICATED DRAW-JVCI `�" 1,3 VOLUME CONTROL OS REMOTE TEMPERATURE SENSOR SOUND SYSTEM AMPLIFIER 0 THERMOSTAT AMP I SUSPENDED LOW VOLTAGE CONTROL TRANSFORMER ®i REMOTE CARBON DIOXIDE SENSOR TR OZ10 40K 80CRI PS10250 AUTOMATIC TIMECLOCK Q PUSHBUTTON STATION, ONE BUTTON TC R RELAY PUSHBUTTON STATION, TWO BUTTON m OCS4C15 BPK SPD DWH PHOTOCELL PUSHBUTTON STATION, THREE BUTTON PC ® CCTV SYSTEM LEGEND ABBREVIATIONS AND MODIFIERS (SOME MAY NOT BE USED) AFF ABOVE FINISHED FLOOR SPST SINGLE POLE, SINGLE THROW WP WEATHERPROOF MODIFIER AFG ABOVE FINISHED GRADE DPST DOUBLE POLE, SINGLE THROW PT POKE -THROUGH MODIFIER NIC NOT IN CONTRACT 3PST THREE POLE, SINGLE THROW H HORIZONTAL MOUNT MODIFIER UNO UNLESS NOTED OTHERWISE 4PST FOUR POLE, SINGLE THROW HG HOSPITAL GRADE MODIFIER N.F. NON-FUSED SPDT SINGLE POLE, DOUBLE THROW IG ISOLATED GROUND MODIFIER GFPE GROUND -FAULT PROTECTION OF EQUIPMENT DPDT DOUBLE POLE, DOUBLE THROW TR TAMPER-RESISTANT MODIFIER ST SHUNT TRIP MODIFIER 3PDT THREE POLE, DOUBLE THROW SP SURGE PROTECTION MODIFIER GND GROUND 4PDT FOUR POLE, DOUBLE THROW GFCI GROUND -FAULT CIRCUIT INTERRUPTER EGC EQUIPMENT GROUNDING CONDUCTOR EM EMERGENCY LIGHT MODIFIER MODIFIER GEC GROUNDING ELECTRODE CONDUCTOR NL NIGHTLIGHT LUMINAIRE MODIFIER SR SHOW WINDOW RECEPTACLE MOUNTED WITHIN AHJ AUTHORITY HAVING JURISDICTION +XX" MOUNTING HEIGHT MODIFIER 18 INCHES OF TOP OF SHOW WINDOW NEC NATIONAL ELECTRICAL CODE (NFPA 70) CR CONTROLLED RECEPTACLE MODIFIER OCS4C15 BPK SPD DWH CH CLOCK HANGER RECEPTACLE CCTV SYSTEM LEGEND SYMBOL DESCRIPTION MII CCTV CAMERA, WALL MI C CCTV CAMERA, CEILING OCCTV CAMERA, DOME, CEILING PUBLIC VIEW MONITOR PVM SUPPLEMENTAL RACEWAY LEGEND SYMBOL DESCRIPTION P POWER POLE T TELECOM POLE TP TELECOM/POWER POLE - HEAT TRACE HT- ,---EM------„, EMERGENCY CIRCUIT TRAINING OFFICE UNDERCARPET FLAT CONDUCTOR CABLE WIRING SYSTEM, POWER UCP C UNDERCARPET FLAT CONDUCTOR CABLE WIRING SYSTEM, TELEPHONE UCT REGISTER PWR POLE DROP UNDERCARPET FLAT CONDUCTOR CABLE WIRING SYSTEM, DATA UCD T NOTED OTELEPHOTHENERWISE RACEWAY,1/2" UNLESS ..„,-TV--..„. TELEVISION RACEWAY, 1/2" UNLESS NOTED OTHERWISE ,....--FA-....„..FIRE ALARM SYSTEM RACEWAY' 1/2" UNLESS NOTED OTHERWISE . SOTHERWISUND SYSTEME RACEWAY, 1/2" UNLESS NOTED O C CLOCK SYSTEM RACEWAY,1/2" UNLESS NOTED OTHERWISE lc INTERCOM SYSTEM RACEWAY, 1/2" UNLESS NOTED OTHERWISE NC NURSE CALL SYSTEM RACEWAY, UNLESS NOTED OTHERWISE SEC SECURITY SYSTEM RACEWAY, 1/2" UNLESS NOTED OTHERWISE (i WIRE LOOP FOR FUTURE CONNECTION, 10'-0" MINIMUMx SLACK SUPPLEMENTAL ELECTRICAL LEGEND SYMBOL DESCRIPTION A DATA ROOM 1 3 1 PHONE BOARD n CASH OFFICE AND VAULT D CEM (GENERAL MANAGER) OFFICE F OPS MANAGER G TRAINING OFFICE H BREAK ROOM C RECEIVING DESK PWR POLE DROP LTJ REGISTER PWR POLE DROP K INFO STATION PWR POLE DROP L PRO SALES DESK PWR POLE DROP M TRAFFIC COUNTER N GE KIOSK F71 I DESIGNER DESK PWR POLE DROP Q DISTRIBUTION POINT R ACCESS POINT WIRING I i I SELF SERVE DESIGN KIOSK PWR POLE DROP T COMMAND DESK PWR POLE DROP D AND P JUNCTION BOX SINGLE CIRCUIT 0 DP OED AND P JUNCTION BOX DOUBLE CIRCUIT LUMINAIRE SCHEDULE issued for: PERMIT SUBMITTAL LUMINAIRE A MARK MAKE MODEL LAMP QTY VOLT WATT MOUNTING DESCRIPTION FOOTNOTES Al2 LITHONIA IBG 12000LM HEF AFL GND 277 LED (INCLUDED) 1 277 69 SUSPENDED 21"X15" LED HIGH BAY FIXTURE, 11746 LUMENS, SEMI- DIFFUSE ACRYLIC LENS, MEDIUM DISTRIBUTION, 0-10V 1,3 OZ10 40K 80CRI OCS15 SPD 18'-0" DIMMING, 4000K, 80 CRI, GLOSS WHITE FINISH, INTERNAL DWH IBAC120 SPD, RELOC WHIP ATTACHED, AIRCRAFT CABLE, WITH INTEGRAL OCCUPANCY SENSOR Al 2E LITHONIA IBG 12000LM HEF AFL GND 277 LED (INCLUDED) 1 277 69 SUSPENDED SAME AS TYPE Al 2 ABOVE EXCEPT WITH 90 MINUTE 1,3 OZ10 40K 80CRI PS10250 18'-0" EMERGENCY BATTERY BACKUP - 2400 LUMENS OCS4C15 BPK SPD DWH IBAC120 A24 LITHONIA IBG 24000LM HEF AFL GND 277 OZ10 40K 80CRI OCS15 SPD DWH IBAC120 LED (INCLUDED) 1 277 133 SUSPENDED 18'-0" 26"X21" LED HIGH BAY FIXTURE, 23612 LUMENS, SEMI -DIFFUSE ACRYLIC LENS, MEDIUM DISTRIBUTION, 0-10V DIMMING, 4000K, 80 CRI, GLOSS WHITE FINISH, INTERNAL SPD, RELOC WHIP ATTACHED, AIRCRAFT CABLE 1,3 A24E LITHONIA IBG 24000LM HEF AFL GND 277 LED (INCLUDED) 1 277 133 SUSPENDED SAME AS TYPE A24 ABOVE EXCEPT WITH 90 MIN 1,3 OZ10 40K 80CRI PS10250 18'-0" EMERGENCY BATTERY BACKUP - 2400 LUMENS OCS4C15 BPK SPD DWH IBAC120 A36 LITHONIA IBG 36000LM HEF AFL GND 277 OZ10 40K 80CRI OCS15 SPD DWH IBAC120 LED (INCLUDED) 1 277 197 SUSPENDED 18'-0" 47"X21" LED HIGH BAY FIXTURE, 35528 LUMENS, SEMI -DIFFUSE ACRYLIC LENS, MEDIUM DISTRIBUTION, 0-10V DIMMING, 4000K, 80 CRI, GLOSS WHITE FINISH, INTERNAL SPD, RELOC WHIP ATTACHED, AIRCRAFT CABLE 1,3 A36E LITHONIA IBG 36000LM HEF AFL GND 277 LED (INCLUDED) 1 277 197 SUSPENDED SAME AS TYPE A24 ABOVE EXCEPT WITH 90 MIN 1,3 OZ10 40K 80CRI PS10250 18'-0" EMERGENCY BATTERY BACKUP - 2400 LUMENS OCS4C15 BPK SPD DWH IBAC120 B LITHONIA 2BLT2 33L ADP EZ1 LP840 LED (INCLUDED) 1 277 30 CEILING 2'X2' LED LAY -IN TROFFER, 3313 LUMENS, SATIN WHITE 2 LAY -IN LENS, 0-10V DIMMING, 4000K, 82 CRI BE LITHONIA 2BLT2 33L ADP EZ1 LP840 EL14 LED (INCLUDED) 1 277 30 CEILING SAME AS TYPE B ABOVE EXCEPT WITH 90 MINUTE 2 LAY -IN EMERGENCY BATTERY BACKUP -1400 LUMENS C LITHONIA LBL4 LP840 LED (INCLUDED) 1 277 50 CEILING SURFACE 4' LED WRAPAROUND, 4600 LUMENS, #12 ACRYLIC LENS, 4000K, 82 CRI 2 CW LITHONIA WL4 40L EZ1 LP840 LED (INCLUDED) 1 277 39.5 WALL SURFACE 4' LED STRIP, 4325 LUMENS, SNAP -IN ACRYLIC LENS, 4000K, 82 CRI 2 CWE LITHONIA WL4 40L EZ1 LP840 EL14 LED (INCLUDED) 1 277 39.5 WALL SAME AS TYPE 'CW ABOVE EXCEPT WITH 90 MINUTE 2 SURFACE EMERGENCY BATTERY BACKUP -1400 LUMENS D FOSTORIA DKL 60VA LED LED (INCLUDED) 1 120 12 WALL 60" DOUBLE ARM DOCK LIGHT, LED, WIRE GUARD 7 7'-0" DW LITHONIA LDN6 40/20 LOBAR LSS MVOLT EZ10 TRW LED (INCLUDED) 1 277 22.6 CEILING RECESSED 6" LED DOWNLIGHT FOR EXTERIOR SOFFIT, 2023 LUMENS, WHITE FLANGE, SEMI -SPECULAR TRIM FINISH; ALSO USED IN CUSTOM MAPES CANOPY (REFER TO SHOP DRAWINGS) DWE LITHONIA LDN6 40/20 LO6AR LSS MVOLT LED (INCLUDED) 1 277 22.6 CEILING SAME AS TYPE 'DW' ABOVE EXCEPT WITH 90 MINUTE EZ10 TRW EL RECESSED EMERGENCY BATTERY BACKUP - 700 LUMENS ER LITHONIA ELA T QWP L0309 LED (INCLUDED) 2 277 3 WALL REMOTE LED EMERGENCY FIXTURE, GRAY HOUSING, 4,6 /120 SURFACE TWIN ADJUSTABLE HEADS, WEATHER-PROOF, INSTALL MOUNTED ABOVE EXTERIOR DOORS FOR EMERGENCY LIGHTING EX LITHONIA LHQM LED R HO LED (INCLUDED) 1 277 3.3 WALL/CEILING LED EXIT SIGN WITH EXTERNAL KRYPTON LAMPS AND 5,6 /120 SURFACE REMOTE CAPACITY, STENCIL FACE, WHITE, RED, HIGH MOUNTED OUTPUT LEAD -CALCIUM BATTERY F LITHONIA VGR1C 50LED MVOLT DWHG LED (INCLUDED) 1 277 50 WALL INTERIOR LED SCONCE FOR PROVIDING AMBIENT LPI /120 MOUNTED LIGHTING FOR ROOF HATCH LADDER, LOCATED ADJACENT TO LADDER AT 18'-25' AFF G LITHONIA TZL1 N L96 6000LM FST 40K LED (INCLUDED) 1 277 60 CEILING INTERIOR 8' LED STRIPLIGHT FOR SUSPENSION MOUNT IN MVOLT 80CRI WH /120 SUSPENDED UTILITY OR STORAGE ROOMS; AVAILABLE IN 4' LENGTHS K INTENSE MBMG2 L3 41 B 32 PS 27 LED (INCLUDED) 1 277 20 TRACK MOUNTED LED TRACK HEADS FOR LIGHTING DESIGN CENTER; 2120 IPS8B27 / IPS2086 / IPS201627 /120 LED HEADS LUMENS, 4100K, 32DEG BEAM; 1 HEAD PER 4' LINEAR IPS213B / IPS30B / IPS12B TRACK; FOR VIGNETTES WIDER THAN 4'-0", USE 2-3 HEADS. IPS3416 (CUSTOM) TRACK SUSP. AT 12'-0" AFF 1A AND 5A CURRENT LIMIITERS NEEDED; CABLE MOUNTING KITS SPACED EVERY 4'-0" FOR SUPPORT M LF ILLUMINATION LF20-02307-05 (LED MODULE + LED (INCLUDED) 1 277 20 CUSTOM MOUNT IP67 RATED DOWNLIGHT FOR MAPES CANOPY; TYP. 4 HOUSING) IN MAPES LIGHTS PER CANOPY - GC TO CONFIRM QTY; 4000K, 1000 LF40 00748 (REMOTE DRIVER) CANOPY LUMENS; REMOTE LED DRIVER WILL POWER UP TO 4 LIGHTS; DRIVER NOT OUTDOOR RATED; VERIFY WITH SHOP DRAWINGS PRIOR TO ORDERING RL LITHONIA ZL1N L48 5000LM FST 277 40K LED (INCLUDED) 1 277 42 RACK IN -RACK LIGHTING FOR SINK DISPLAYS, MOUNTED WITH 90CRI MB RFD207699 MOUNTED RIVETED MAGNETS TO UNDERSIDE OF RACKING PER DRAWING DETAIL, CONNECTED TO RELOC SYSTEM VIA CABLES PROVIDED SL LITHONIA KAX2 LED P2 40K RX MVOLT LED (INCLUDED) 1 277 248 POLE/TENON AREA LIGHT FOR PARKING LOT, MOUNTS DIRECTLY TO SPA DDBXD MOUNTED POLE OR TENON ADAPTER AT 20'-35' AFF, 34000 LUMENS SLP HUBBELL SSS S 25 50 B TA DB N/A N/A N/A N/A ANCHOR BOLTS SQUARE, STEEL, STRAIGHT POLE AVAILABLE IN ANY IN CONCRETE HEIGHT FROM 20'-40', BOLT PATTERNS AVAILABLE FOR PEDESTAL MOUNTING MULTIPLE AREA LIGHTS T LITHONIA ELMLT W LPO6VS LTP LED (INCLUDED) 2 277 1.4 WALL LED EMERGENCY FIXTURE, WHITE 5,6 /120 SURFACE MOUNTED V LITHONIA DMW2 L24 4000LM PCL WD LED (INCLUDED) 1 277 40 CANOPY LED ROUGH SERVICE FIXTURE, 4855 LUMENS, MOUNTED MVOLT GZ1 40K 80CRI QMB /120 SURFACE TO UNDERSIDE OF PRO LOAD CANOPY VIA QUICK -MOUNT BRACKETS PROVIDED W1 LITHONIA DSXW2 LED 30C 1000 40K LED (INCLUDED) 1 277 109 EXTERIOR LED WALL PACK FOR EXTERIOR SITE LIGHTING ALONG TFTM MVOLT DDBXD WALL 18'-0" SIDES AND REAR OF BUILDING, 4000K, DARK BRONZE, 11443 LUMENS, 70 CRI W2 LITHONIA WSR LED 2 10A700 40K SR4 LED (INCLUDED) 1 277 47 EXTERIOR LED DECORATIVE SCONCE, MOUNTED ALONG MAIN MVOLT DDBXD WALL 7-0" ENTRANCE TO STORE FOR AMBIENT LIGHTING, 4000K, DARK BRONZE, 3851 LUMENS, 70CRI X LITHONIA EXR LED EL LED (INCLUDED) - 277 1 SUSPENDED LED EXIT SIGN, STENCIL FACE, WHITE, RED, NICKEL 5,6 /120 CADMIUM BATTERY FOOTNOTES: I. FIXTURE POWERED USING 'RELOC ONEPASS' MODULAR WIRING SYSTEM. 8. TRACK LIGHTING IS FED VIA RELOC SYSTEM. MUST USE DESIGNATED 2H/2N/IG PORT 2. FIXTURE POWERED USING 'RELOC SYSTEM 820' MODULAR WIRING SYSTEM OR HARD -WIRED. TO CONNECT 'OD' CABLES AND HARD WIRE INTO LIVE END FEEDS OF TRACK. CABLE MTG 3. SEE DETAIL THIS SHEET 'SUSPENDED HIGH BAY INSTALLATION'. KITS ARE SPACED 4'-0" 0.C. ALONG TRACK FOR SUPPORT. MAX CABLE LENGTH IS 16'. 4. CONNECT TO HIGH -OUTPUT BATTERY OF NEARBY 'EX' FIXTURE. IF LOWEST MOUNTING POINT IN CEILING IS ABOVE 27'-0" AFF, CONTRACTOR MUST 5. CONNECT TO UN -SWITCHED CONDUCTOR OF CIRCUIT INDICATED. PROVIDE MEANS OF SECURING THE CABLE KITS SO THE TRACK SUSPENDS AT 12'-0" AFF. 6. SEE DETAIL 'EXIT AND EMERGENCY FIXTURE INSTALLATION'. 7. FIXTURE POWERED BY RECEPTACLE AND CONTROLLED BY SWITCH. SEE 'POWER PLAN'. ELECTRICAL GENERAL NOTES: 1. ELECTRICAL DESIGN SHALL COMPLY WITH LOCAL ADOPTED CODES OR 2014 EDITION OF NFPA 70, WHICH EVER IS MORE STRINGENT. 2. ELECTRICAL CONTRACTOR SHALL REFER TO ALL OTHER DESIGN DRAWINGS PRIOR TO BID AND RETAIN FULL UNDERSTANDING OF THE SCOPE OF WORK. 3. REFER TO THE ARCHITECTURAL/INTERIORS REFLECTED CEILING PLANS FOR EXACT FIXTURE PLACEMENT AND DIMENSIONS. 4. REFER TO THE ARCHITECTURAL/INTERIORS DOCUMENTS FOR ACTUAL DEVICE LOCATIONS AND DIMENSIONS. 5. ALL CEILING MOUNTED DEVICES (FIRE ALARM SYSTEM DEVICES AND SPEAKERS, SOUND SYSTEM SPEAKERS, ETC.) TO BE SYMMETRICAL ABOUT LIGHT FIXTURES AND SPRINKLER HEADS. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN FOR DEVICE PLACEMENT AND DIMENSIONS. 6. THE COLOR/FINISHES OF ALL ELECTRICAL DEVICES, OUTLETS, COVER PLATES AND TRIM WITH THE ARCHITECT UNLESS OTHERWISE NOTED. 7. REFER TO THE APPROPRIATE DRAWINGS FOR THE EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF EQUIPMENT INSTALLED UNDER OTHER DIVISIONS OF WORK. 8. EQUIPMENT GROUNDING CONDUCTORS SHALL BE INSTALLED IN RACEWAYS. 9. ALL HOME RUNS SHALL RUN PARALLEL TO STRUCTURE AS MUCH AS POSSIBLE WHERE CEILING IS EXPOSED. HOME RUNS SHALL BE LOCATED AS CLOSE TO THE ROOF DECK AS POSSIBLE. 10. COORDINATE ALL RACEWAY AND EQUIPMENT SUPPORTS WITH STRUCTURAL DRAWINGS TO ENSURE HANGER LOCATION OCCURS WITHIN FOUR (4) INCHES OF PANEL POINT ON BAR JOISTS. II. COORDINATE LOCATION OF ALL FLOOR MOUNTED MECHANICAL AND PLUMBING EQUIPMENT IN ORDER TO VERIFY POWER & CONTROL RACEWAYS ARE CONCEALED IN SLABS AND TERMINATES AT PROPER LOCATION (NOTHING CONCEALED IN SLAB. 12. DISCONNECT SWITCHES AND OTHER ELECTRICAL EQUIPMENT INSTALLED ABOVE ACCESSIBLE CEILINGS THAT REQUIRE ACCESS FOR MAINTENANCE, SHALL BE INSTALLED 1'-0" ABOVE CEILING TO PROVIDE READY ACCESSIBILITY. 13. COORDINATE WITH M/P/FP CONTRACTORS AND CONTRACT DRAWINGS/SUBMITTALS FOR EXACT LOCATION OF EQUIPMENT. MECHANICAL, PLUMBING, FIRE PROTECTION, AND OTHER EQUIPMENT ARE SHOWN ON FLOOR PLAN IN APPROXIMATE LOCATIONS. 14. REFER TO STRUCTURAL AND ARCHITECTURAL PLANS FOR ELEVATION CHANGES AND RACEWAY ROUTES. RACEWAY INTERCONNECTIONS OF EQUIPMENT, FIXTURES, AND DEVICES ARE INDICATED ON FLOOR AND REFLECTED CEILING PLANS ARE GENERAL OUTLINE. 15. WALL MOUNTED EXTERIOR LIGHTING RACEWAYS MAY BE INDICATED OUTSIDE OF BUILDING FOOTPRINT FOR CLARITY. ROUTE ALL EXTERIOR LIGHTING RACEWAYS WITHIN BUILDING STRUCTURE. 16. PROVIDE SURGE PROTECTION FOR FIRE ALARM CONTROL PANEL, ELECTRICAL SERVICE AND TELECOMMUNICATION SERVICE. 17. FIELD COORDINATE MECHANICAL AND PLUMBING EQUIPMENT REQUIREMENTS FOR ANY SUPPLEMENTAL POWER REQUIREMENTS, INCLUDING BUT NOT LIMITED TO CONTROL CIRCUITS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BRING ALL EQUIPMENT TO ITS INTENDED OPERATIONAL STATUS. 18. REFER TO FIRE PROTECTION DRAWINGS FOR LOCATIONS OF FLOW AND TAMPER SWITCHES. 19. EACH CABLE, WIRE OR CONDUIT PENETRATION OF A FIRE RESISTANT RATED ASSEMBLY SHALL BE PROTECTED BY A THROUGH PENETRATION FIRE STOP SYSTEM THAT HAS BEEN TESTED ACCORDING TO ASTME 814 OR E199. FIRE STOPPING SYSTEM SHALL MATCH RATING OF FIRE RESISTANT ASSEMBLY. 20. ELECTRICAL RECEPTACLES, SWITCHES, OUTLETS, ETC. SHALL NOT BE INSTALLED BACK TO BACK ON FIRE RESISTANCE RATED WALLS. THEY SHALL BE AT LEAST 24 INCHES APART. 21. LIGHT SWITCHES AND ELECTRICAL OUTLETS IN ROOMS ACCESSIBLE TO THE DISABLED SHALL BE LOCATED NO HIGHER THAN 48" A.F.F. AND NO LOWER THAN 15" A.F.F. IF THE REACH FOR CONTROL IS OVER AN OBSTRUCTION, THE MINIMUM HEIGHT SHALL BE REACHED TO 44" A.F.F. FOR A FORWARD APPROACH OR 46" A.F.F. FOR A SIDE APPROACH. 22. ELECTRICAL BOXES INSTALLED IN FIRE RATED WALLS SHALL MAINTAIN THE INTEGRITY OF THE RATED WALL. 23. SUPPORT ALL VERTICAL RACEWAY PER NEC TABLE 300.19(A). 24. RECEPTACLES SERVING ELECTRIC WATER COOLERS SHALL NOT SHARE A NEUTRAL AND BE A GFCI PROTECTED OUTLET. THE OUTLET AND CORD SHALL NOT BE VISIBLE FROM PUBLIC VIEW. 25. CONTRACTOR SHALL RELOCATE UP TO FIFTEEN (15) LIGHT FIXTURES WITHIN 10'-0" IN ANY DIRECTION TO ACCOUNT FOR RACKING RELOCATIONS AT NO ADDITIONAL COST. 26. LIGHTING VENDOR (CED NATIONAL ACCOUNTS) SHALL PROVIDE A SPECIFIED PACKAGE WHICH INCLUDES ALL LUMINAIRES AND AIRCRAFT SUPPORT CABLE. IF THE PROJECT IS A FLOOR AND DECOR PROJECT, THE TOTAL LIGHTING PACKAGE WILL BE OWNER PROVIDED. IF THE PROJECT IS BY A DEVELOPER, THE LIGHTING PACKAGE IS TO BE CONTRACTOR PROVIDED. FOR PRICING, ORDERING, AND GENERAL QUESTIONS, CONTACT SHAWN CAMBELL AT 678-215-3065 OR SHAWN. CAMPBELL@C ED. COM. 27. ALL SUSPENDED LUMINARIES TO BE HUNG USING AIRCRAFT CABLE AT HEIGHT SHOWN IN FIXTURE SCHEDULE, UNLESS NOTED OTHERWISE. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING, INVENTORY, STORAGE, AND INSTALLATION OF ALL OWNER FURNISHED LIGHTING. 29. CONTRACTOR SHALL COORDINATE SHIP DATES AND OTHER REQUIREMENTS WITH VENDOR. 30. UNUSED FBO MATERIALS MUST BE PALLETIZED, SHRINK WRAPPED AND RETURNED TO VENDOR IN GOOD CONDITION FOR FUTURE TENANT USE. 31. ALL LUMINAIRES MUST BE FREE FROM ALL DEBRIS AND LENSES WIPED CLEAN AFTER COMPLETION OF THE PROJECT. 32. MINIMUM WIRE SIZE FOR LIGHTING AND POWER CIRCUITS SHALL BE #I0 FOR ALL 20A BRANCH CIRCUITS. WIRE SIZES SHALL BE SIZED SO THAT THE VOLTAGE DROP WILL NOT EXCEED 3% AND THE TOTAL VOLTAGE DROP FROM THE SERVICE ENTRANCE TO THE FURTHEST DEVICE DOES NOT EXCEED 5%. 33. LIGHTING IS CONTROLLED BY AN EMS SYSTEM. REFER TO SHEET E501 FOR MORE INFORMATION. 34. WHERE THE MECHANICAL DESIGN UTILIZES A PLENUM RETURN AIR CEILING DESIGN, ALL EQUIPMENT AND MATERIALS INSTALLED WITHIN THE PLENUM RETURN CEILING MUST MEET THE FLAME SPREAD AND SMOKE DEVELOPED RATINGS OF 25/50 AND BE APPROVED FOR USE IN PLENUM RETURN CEILINGS. COORDINATE PLENUM CEILING LOCATIONS WITH THE MECHANICAL CONTRACTOR. LUMINAIRES THAT ARE MANUFACTURED WITH A METAL HOUSING MEET THIS REQUIREMENT AND ARE NOT REQUIRED TO BE PLENUM RATED UNLESS INDICATED OTHERWISE. 35. COORDINATE ALL DEVICE LOCATIONS AND CIRCUIT ROUTING WITHIN ANY MILLWORK WITH MILLWORK VENDOR PRIOR TO ROUGH -IN. 36. COORDINATE THE CONNECTIONS OF ALL EQUIPMENT PROVIDED BY OTHERS WITH THE CONTRACTOR PROVIDING THE EQUIPMENT PRIOR TO ROUGH -IN. THIS INCLUDES, BUT IS NOT LIMITED TO, MECHANICAL EQUIPMENT, KITCHEN EQUIPMENT, AUDIO/VISUAL EQUIPMENT, FIRE SUPPRESSION SYSTEM EQUIPMENT, FIRE ALARM EQUIPMENT, ETC. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE THE APPROPRIATE DISCONNECTING MEANS FOR, AND TO MAKE THE FINAL CONNECTION TO, ANY HARDWIRED EQUIPMENT. THE ELECTRICAL CONTRACTOR IS ALSO RESPONSIBLE TO PROVIDE AN APPROPRIATE CORD AND PLUG FOR ANY CORD -AND -PLUG CONNECTED EQUIPMENT THAT IS NOT EQUIPPED WITH AN INTEGRAL CORD AND PLUG. 37. SEE PANEL SCHEDULES FOR INFORMATION ON CIRCUITS THAT ARE TO BE ROUTED THROUGH CONTACTORS OR RELAYS FOR CONTROL. 38. ALL EQUIPMENT, DEVICES, AND LUMINAIRES SHALL BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY ARE INSTALLED. EQUIPMENT MOUNTED OUTDOORS SHALL BE NEMA 3R. DEVICES MOUNTED IN DAMP OR WET LOCATIONS SHALL BE WEATHERPROOF. RECEPTACLES RATED 15- OR 20 -AMPS AND 120 VOLTS WHICH ARE LOCATED IN DAMP OR WET LOCATIONS SHALL BE GFCI PROTECTED AND EQUIPPED WITH A SUITABLE WEATHERPROOF COVERPLATE (WHILE -IN -USE IN WET LOCATIONS). 39. ALL LUGS, TERMINALS, ETC. IN ELECTRICAL DISTRIBUTION EQUIPMENT SHALL BE LISTED FOR A MINIMUM OF 75 DEGREE C CONDUCTORS. TERMINATIONS LISTED FOR ONLY 60 DEGREE C CONDUCTORS ARE NOT PERMITTED. 40. CIRCUITS SERVING EMERGENCY LIGHTING EQUIPMENT SUCH AS EMERGENCY BATTERIES SHALL NOT SHARE A NEUTRAL (SHALL NOT BE PART OF A MULTIWIRE BRANCH CIRCUIT) WITH ANY OTHER CIRCUIT. PROVIDE A SEPARATE NEUTRAL FOR EVERY CIRCUIT THAT SERVES EMERGENCY LIGHTING EQUIPMENT. 41. ALTHOUGH NOT SPECIFICALLY SHOWN, THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL REQUIRED LOW VOLTAGE WIRING AND DATA CABLING, PER THE MANUFACTURER'S RECOMMENDATIONS, FOR A COMPLETE, FUNCTIONAL LIGHTING CONTROL SYSTEM. RECEIVED CITY OF TU KWILA AUG 11 2017 ERJVIIT CENTER S Engineering Associates, inc Consulting Engineers Phone: 602.992.3900 Fax: 602.9921541 809 W. Maryland Ave. Phoenix, AZ. 85013 iamie@tiglaseng.c TEA #1.. `�� I PN P� ¢ O\R SAKE REINDERSMA ARCHITECT 5450 e. high street suite: 200 phoenix, arizona 85255 p: 480.515.5123 www.sra360.cam r! 00 0 W. N 00 cr)O 00 66 O ariE azX smin gin 4110 CDD Ead ez cul ■ CD co CD emo ram. Ufa lown Imo date: 8-10-2017 issued for: PERMIT SUBMITTAL revision no.: date: A A. job no. : 17-027 sheet title: ELECTRICAL NOTES INTEGRATED SWITCHBOARD MSB BY SCHNEIDER ELECTRIC (INCLUDES ALL EQUIPMENT SHOWN IN ENCLOSURE). KIRK KEY INTERLOCK 800/3 TO 800/3 DISCONNECT AND METER PROVIDED BY LANDLORD UNDER SEPARATE PERMIT 2 SETS OF 4 - # 500 KCMIL, EACH SET IN 3" CONDUIT #I/0 G.E.C. SEE DETAIL I/E003 - 800/3 /111 2 SETS OF 4 - #500 KCMIL, #I/0 GROUND EACH SET IN 3" CONDUIT MAIN DISTRIBUTION PANELBOARD "MDP", 277/480 VOLT, 3 PHASE, 4 WIRE, 800 AMP BUS MDP -I D 45/3 MDP -2 45/3 MDP -3 IP D 45/3 MDP -4 IP D 45/3 MDP -5 J 45/3 MDP -6 D 45/3 MDP -7 J 45/3 MDP -8 J 45/3 MDP -9 3 45/3 MDP -I0 3 30/3 MDP -12 3 30/3 MDPPj-I3 20/3 MDP -14 , 200/3 MDP -15 3 45/3 MDP -16 J 70/3 MDP -17 3 30/3 ,r------2 SETS OF 4 - #500 KCMIL, #I/0 GROUND EACH SET IN 3" CONDUIT GENERATOR TAP BOX LANDLORD ELECTRICAL ROOM d-- 3-#6, d— 3-#6, #I0 GROUND #I0 GROUND IN 3/4" /,/ IN 3/4" CONDUIT CONDUIT RTU -I ONE LINE DIAGRAM RTU -2 d— 3-#6, #I0 GROUND /// IN 3/4" CONDUIT RTU -3 NOT TO SCALE FLOOR & DECOR ELECTRICAL ROOM NOTE: MODIFIED OR REPLACED SERVICE ENTRANCE SECTION AND UTILITY METER TO BE PROVIDED BY LANDLORD UNDER SEPARATE PERMIT. VERIFY REQUIREMENTS WITH LANDLORD'S ELECTRICAL CONTRACTOR PRIOR TO ROUGH IN. GENERATOR TAP BOX SERVICE ENTRANCE SECTION 800/3 DISC. SWITCH OR/ CIRCUIT BREAKER 1 PNL H1 0 0 0 0 0 0 0 MSB 0 0 0 PNL L1 0 0 0 TRANSFORMER T -L1 45KVA 480-208/120V LPRI SEC - d— 3 - #6, d— 3 - #6, #I0 GROUND #I0 GROUND 1. / IN 3/4" /,/ IN 3/4" CONDUIT CONDUIT /0:111/V RTU -4 RTU -5 d— 3-#6, #I0 GROUND /,•/ IN 3/4" CONDUIT RTU -6 d— 3-#6, #10 GROUND /,/ IN 3/4" CONDUIT kms'/ RTU -7 UN/STRUT CHANNEL; USE CHANNEL SELECTION CHART TO DETERM/NE CHANNEL TYPE; TYPICAL OF TWO (5) POWER WALL ELEVATION NOT TO SCALE UNISTRUT CHANNEL NUT UN/STRUT CHANNEL; USE CHANNEL SELECTION CHART TO DETERM/NE CHANNEL TYPE METAL DECK DRY -TYPE TRANSFORMER PR/MARY CONDUCTORS IN FLEXIBLE METALLIC CONDU/T TO PANELBOARD BELOW UN/STRUT CHANNEL BASE RA/L; USE CHANNEL SELECT/ON CHART TO DETERMINE CHANNEL TYPE; TYPICAL OF TWO BAR JOIST 1/2 " DIAMETER THREADED ROD; TYPICAL OF FOUR SECONDARY CONDUCTORS IN FLEXIBLE METALLIC CONDU/T TO PANELBOARD BELOW UN/STRUT #P1000T BASE RAIL CROSSBEAM; TYPICAL OF TWO TOP CHORD OF BAR JO/ST DOUBLE HEX NUT UN/STRUT FLAT PLATE FITTING 1/2" DIAMETER THREADED ROD TO BASE RAIL BELOW NOTE: WHERE PRACTICAL, A BEAM CLAMP MAY BE USED AS AN ALTERNATE MOUNT/NG METHOD TO TH/S ASSEMBLY BEAM CLAMPS SHALL BE ATTACHED TO THE TOP CHORD OF THE BAR JO/ST. DRY -TYPE TRANSFORMER MOUNTING FOOT MASON INDUSTR/ES SUPER K PAD 2" x 2" x 3/4" VIBRATION ISOLATOR TA\SFOME CHANNEL SELECTION CHART MARK MAXIMUM TRANSFORMER WEIGHT BY CHANNEL PI000TDF P3000TGR P5500TDF UNSUPPORTED SPAN DISTANCE 24 INCHES 1417 LBS 1072 LBS 2728 LBS 36 INCHES 873 LBS 669 LBS 1613 LBS 48 INCHES 597 LBS 462 LBS 1025 LBS 60 INCHES 425 LBS 340 LBS 686 LBS 72 INCHES 312 LBS 258 LBS 465 LBS 84 INCHES 237 LBS 200 LBS 323 LBS 96 INCHES 175 LBS 149 LBS 224 LBS 108 INCHES 135 LBS 109 LBS 152 LBS TRANSFORMERS GREATER THAN 50 KVA ARE NOT PERMITTED ABOVE CEILINGS 1/2" DIAMETER THREADED ROD TO UN/STRUT HANGER ABOVE HEX NUT UN/STRUT FLAT PLATE FITTING UNISTRUT FLAT PLATE FITTING DOUBLE HEX NUT BOLT THROUGH TRANSFORMER MOUNT/NG FOOT UNISTRUT FLAT PLATE FITTING DOUBLE HEX NUT VOU\TING DETAIL NOT TO SCALE NOTE: mounting detail to be verified by structural engineer for site specific installations. UN/STRUT #P 1000T BASE RAIL CROSSBEAM UN/STRUT CHANNEL BASE RAIL; USE CHANNEL SELECTION CHART TO DETERM/NE CHANNEL TYPE d-- 3-#6, d— 3-#6, d— 3-#10, #10 GROUND #I0 GROUND #I0 GROUND /,/ IN 3/4" /, / IN 3/4" / / IN 1/2" CONDUIT CONDUIT CONDUIT RTU -8 PR/MARY CONDUCTORS IN FLEX/BLE METALLIC CONDUIT TO PANELBOARD RTU -9 RTU -I0 d' 3-#10, #I0 GROUND /, / IN 1/2" CONDUIT RTU -II d— 3-#10, #10 GROUND /1/ IN 1/2" CONDUIT RTU -12 d— 3 - #12, #12 GROUND /. / IN I/2" CONDUIT RTU -13 d— 4 - #3/0, #6 GROUND IN 2" CONDUIT PANEL "HI" #8 G.E.C. SEE DETAIL 2/E003. - d— 3-#8, #10 GROUND IN 3/4" CONDUIT IMJ�J M'Yl TRANSFORMER T -LI 30KVA 3 PHASE, 480 VOLT DELTA PRIMARY, 120/208 VOLT WYE SECONDARY d-- L. - #3, #8 GROUND IN I I/4" CONDUIT 60/3 PANEL "LI" d— 3-#10, #10 GROUND IN 1/2" CONDUIT SPD d-1" C.- 4#6, 1#10 GND. PANEL #6 G.E.C. SEE DETAIL 2/E003. 0— 3 - #4, #8 GROUND IN I" CONDUIT LJv.AJ rWYI TRANSFORMER T -L4 45KVA 3 PHASE, 480 VOLT DELTA PRIMARY, 120/208 VOLT WYE SECONDARY d— 4 - #1/0, #6 GROUND IN 2" CONDUIT 60/3 PANEL "L4" d-1" C.- 4#6, 1#10 GND. PANEL "L2" DRY TYPE TRANSFORMER SCHEDULE MARK PHASE PRIMARY SECONDARY kVA RATING K FACTOR MANUFACTURER CATALOG NUMBER WIDTH DEPTH HEIGHT WEIGHT WEATHERSHIELD MOUNTING DETAIL T—L1 3 PHASE 480V DELTA 120/208V WYE 30 kVA NONE SQUARE D EX30T3H 25.5" 21" 35.32" 400 LBS. NO TO SWWITITCHBBOACHR RD T—L4 3 PHASE 480V DELTA 120/208V WYE 45 kVA NONE SQUARE D EX45T3H 25.5" 21" 35.32" 490 LBS. NO 4/E004 GENERAL NOTES: A. ALL TRANSFORMERS SHALL HAVE ALUMINUM WINDINGS UNLESS NOTED OTHERWISE. B. ALL TRANSFORMERS SHALL HAVE CLASS 220 INSULATION SYSTEM UNLESS NOTED OTHERWISE. C. ALL TRANSFORMERS SHALL HAVE VENTILATED ENCLOSURES UNLESS NOTED OTHERWISE. D. ALL TRANSFORMERS RATED 15 KVA AND LARGER SHALL MEET DOE 2016 EFFICIENCY REQUIREMENTS. E. WHEN TRANSFORMER IS LOCATED REMOTE FROM THE DISCONNECTING MEANS, THE ELECTRICAL CONTRACTOR SHALL PROVIDE A PERMANENTLY INSTALLED LOCKING MEANS AT THE DISCONNECT AND FIELD MARK THE LOCATION OF THE DISCONNECTING MEANS ON THE TRANSFORMER. 3" THICK CONCRETE HOUSEKEEPING PAD; PAD SHALL EXTEND 3" BEYOND TRANSFORMER ON SIDES AND FRONT AND SHALL EXTEND 6" BEYOND TRANSFORMER /N REAR WATER PIPING IN AREA TNA\SFOV E� WALL BEHIND TRANSFORMER DRY -TYPE TRANSFORMER SECONDARY CONDUCTORS /N FLEX/BLE METALLIC CONDUIT TO PANELBOARD MASON /NDUSTR/ES ND SER/ES NEOPRENE VIBRATION ISOLATOR FOR TRANSFORMERS MOUNTED ABOVE SLAB ON GRADE; SECURE TRANSFORMER TO VIBRATION ISOLATOR, IF APPL/CABLE, AND SECURE VIBRATION ISOLATOR TO HOUSEKEEPING PAD; TYPICAL OF FOUR OU\TI\G DETAIL NOT TO SCALE TRANSFORMER OVERCURRENT PROTECTION 30 PANEL 11 r TRANSFORMER PR/MARY CONDUCTORS EQU/PMENT GROUND/NG CONDUCTOR BU/LD/NG STRUCTURAL STEEL MEMBER SYSTEM BOND/NG J S/ZED PER NEC TABLE 250.102(C)(1) MAIN OVERCURRENT PROTECT/ON 30 PANEL 0 INSULATED NEUTRAL BAR 30 DELTA PRIMARY, 30 SECONDARY DRY -TYPE TRANSFORMER 0 AgIPPs BOND THE BU/LD/NG STRUCTURAL STEEL TO THE GROUNDING ELECTRODE CONDUCTOR US/NG A UL L/STED /RREVERS/BLE CLAMP OR LUG 62) D Y—TYP E THA\SFO V E 0 0 0 3 EQUIPMENT GROUND BAR SUPPLY-SIDE BONDING JUMPER S/ZED PER NEC TABLE 250. 102(C)(1) TRANSFORMER SECONDARY CONDUCTORS; TOTAL LENGTH SHALL NOT EXCEED 25'-0" PER NEC SECTION 240.21(0)(6). GROUNDING ELECTRODE CONDUCTORS SIZED PER NEC TABLE 250.66 GOU\D D ETA I L NOT TO SCALE G.T. CABINET OR OTHER SERVICE ENCLOSURE BONDED TERM/NAL. BLOC 0 NOTE / SERVICE DISCONNECTING MEANS (NOTE 8) BONDED NEUTRAL BUS— MAIN BOND/N6 JU NOTE / FOOTING • d GROUNDED SERV/CE ENTRANCE CONDUCTOF NOTE 2 (TY?) PROTECTIVE SLEEVE NOTE. 9 • ., 0 a NOTE V BONDED EQUIPMENT GROUND BUS EQUIPMENT GROUND/N6 CONDUCTO TYPICAL SUB -PANEL • • • GROUNDED CONDUCTOR NOTE 7 — 0 NOTE 4 NEUTRAL BUS (NOT BONDED 0 0 0 0 0 #6 AW6 BOND/N6 JUMPER PER NEPA 54 SECT/ON 7./3 #6AW6 INTERSYSTEM BOND/N6 CONDUCTOR r e- HOUSE -SIDE ABOVE GRADE 6A5 PIP/N6 NOTE /0 (TYP.) NOTE 6 TYPICAL BRANCH � CIRCUIT NOTE 7 UNDERGROUND 6AS PIPE 6A5 METER l YHEN PRESENT NOTE 5 METAL UNDERGROUND HATER PIPE GENERAL NOTES APPL/CABLE TO TH/S DETA/L: A. FOR CLARITY, PHASE CONDUCTORS ARE NOT SHOWN. TELECOMMUNICATIONS SYSTEM BACKBOARD BU/LD/N6 STRUCTURAL STEEL MEMBER WHEN PRESENT NOTES APPLICABLE TO TH/S DETAIL: I. ALL METAL CONDU/TS ENCLOS/NG ANY SERVICE CONDUCTORS SHALL BE FITTED WITH A BONDING BUSH/NG. S/ZE THE JUMPER PER NEC ART/CLE 250. 2. ALL METAL CONDUITS ENCLOSING ANY GROUNDING ELECTRODE CONDUCTOR SHALL BE F/TTED WITH A BOND/NG BUSH/NG AT EACH END. SIZE THE JUMPER PER NEC ART/CLE 250. 3. PROV/DE AT LEAST ONE SUPPLEMENTAL GROUND/NG ELECTRODE PER NEC IN THE FORM OF A /0'-0" x 3/4" COPPER CLAD GROUND ROD INSTALLED PER CURRENT NEC ART/CLE 250 REQUIREMENTS. 4. CONNECT TO THE BUILDING'S METAL UNDERGROUND WATER PIPE WITHIN 5'-0" OF ITS ENTRANCE INTO THE BU/LD/NG AND JUMPER ANY WATER METER PER NEC REQUIREMENTS. 5. IF STRUCTURAL STEEL MEMBER IS AVAILABLE, BOND /T TO THE SERV/CE US/NG A UL L/STED /RREVERS/BLE CLAMP OR WELDED LUG. 6. PROVIDE AN EQUIPMENT GROUND BAR AND ATTACH /T TO THE PHONE BOARD. 7. ALL BRANCH CIRCUIT AND FEEDER CONDUITS ARE TO HAVE AN INSULATED EQUIPMENT GROUNDING CONDUCTOR REGARDLESS OF THE CONDUIT MATERIAL. 8. WHEN THE SERV/CE CONS/STS OF MULTIPLE DISCONNECT/NG MEANS IN SEPARATE ENCLOSURES, CONNECT A TAP CONDUCTOR FROM THE MAIN GROUND/NG ELECTRODE CONDUCTOR TO EACH DISCONNECTING MEANS. SIZE TH/S TAP BASED ON THE LARGEST SERV/CE CONDUCTOR IN THAT SERVICE DISCONNECT ENCLOSURE. 9. PROV/DE A GROUNDING ELECTRODE ENCASED /N AT LEAST 2" OF CONCRETE AND LOCA TED NEAR THE BOTTOM OF A CONCRETE FOUNDATION OR FOOTING THAT /S IN DIRECT CONTACT WITH EARTH. GROUNDING ELECTRODE SHALL CONS/ST OF AT LEAST 20'-0" OF ONE OR MORE BARE OR Z/NC GALVANIZED OR OTHER ELECTRICALLY CONDUCTIVE COATED STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2" IN DIAMETER OR AT LEAST 20'-0" OF #4 AWG BARE COPPER CONDUCTOR. TH/S CONCRETE ENCASED GROUNDING ELECTRODE /S ALSO KNOWN AS A LIFER" GROUND. /0. WHERE A GROUNDING ELECTRODE CONDUCTOR /S SPECIFIED ELSEWHERE IN THE DRAWINGS, THAT SIZE SHALL APPLY TO ALL GROUNDING ELECTRODE CONDUCTORS SHOWN ON TH/S DETAIL. SERVICE ENTRANCIE GROUND DATA I i� NOT TO SCALE i RECEIVED CITY OF TUKWILA AUG 11 2017 PERMIT CENTER Engineering Associates, inc Consulting Engineers Phone: 602.992.3900 Fax 602.992.1541 809 W. Maryland Ave. Phoenix, AL 85013 iamie@tlglaseng.com TEA #16 RA�p.sNI ovikoov SAKE REINDERSMA ARCHITECT 5450 e. high street suite: 200 phoenix, arizona 85255 p: 480.515.5123 va4Ksra560.com ,11 o y O j P. o a ai 0 v 0 trlg .g ' g$ .8 gri '8 8 n.,§1 U elm Ida ca gee cM■ 111101 CD co CD co mud rift date: 8-10-201' issued for: PERMIT SUBMITTAL revision no.: date: \ A A A A job no.: I1-021 sheet title: ONE LINE DIAGRAM LOW VOLTAGE POWER & CONTROL WIRING CONTROL BOX RECEPTACLE HIDDEN FROM VIEW KEYED NOTES: I. /NSTALL /20V QUICK CONNECT JUNCTION BOX FOR MODULAR WIRING CONNECT/ONS TO POWER POLE. QUICK CONNECT DISTRIBUT/ON BOX WILL BE FURN/SHED BY THE OWNER. REFER TO DSP CUSTOM L/GHT AND POWER PACKAGE FOR ADDITIONAL INFORMATION. CENTER OF SLIDING 1/2" CONDUIT WITH PLASTIC & WIRE BUSHING PULL DOOR OVERLAP SCALE: 114"=1'-0" /S\ A job no. : 17-027 / 7 / / - / / / FLUSH MOUNTED/ / / / /JBQX PEDESTALS, LV WIRE, WIRE MOLD, CONTROL BOX & FLOOR PATCH BY VENDOR FEED 4' WIRE WHIP INTO POST EAS PEDESTALS, BOLTED TO FLOOR WIREMOLD 2. J -BOX FOR EXTER/OR SIGNAGE TO BE /NSTALLED ON INTERIOR OF FRONT WALL. S/GN VENDOR WILL PROV/DE PENETRATION AND WIRING OF ELECTR/CAL SIGNAGE. ELECTRICAL CONTRACTOR TO PROV/DE FINAL CONNECTION OF WIRING AT J -BOX ELECTR/CAL CONTRACTOR TO VER/FY EXACT L OCA TION AND COORDINATE ALL REQUIREMENTS WITH S/GN VENDOR PR/OR TO ROUGH -/N. PROVIDE AN APPROPRIATE LOCAL DISCONNECTING MEANS MOUNTED IN AN ACCESSIBLE, INCONSPICUOUS LOCATION THAT IS W/THIN SIGHT OF THE S/GN. EACH S/GN C/RCU/T SHALL HAVE A SEPARATE NEUTRAL AND SEPARATE EQUIPMENT GROUNDING CONDUCTOR. CREDIT KIOSK NOTE /0 3. PROVIDE DISC. SWITCH AND FINAL CONNECT/ON TO AUTOMATIC DOOR OPERATOR AND INTERLOCK W/TH ALL ASSOCIATED PUSHBUTTONS AND MOTION SENS/NG APPURTENANCES. COORDINATE ALL REQU/REMENTS WITH EQU/PMENT MANUFACTURER PR/OR TO ROUGH -/N. 4. PROV/DE DISC. SWITCH AND FINAL CONNECT/ON TO OVERHEAD DOOR OPERATOR AND INTERLOCK W/TH ALL ASSOCIATED PUSHBUTTONS AND MOTION SENS/NG APPURTENANCES. COORDINATE ALL REQU/REMENTS W/TH EQUIPMENT MANUFACTURER PR/OR TO ROUGH -/N. 5. HEAT TRACE FOR ROOF WATER HYDRANT. COORDINATE WITH PLUMBING CONTRACTOR. LI -28,30 1/2" WIDE x 1-1/2" DEEP SAW CUTIN SLAB 6. NOT USED EAS PEDESTAL DETAIL NOT TO SCALE 7. WEATHERPROOF GFCI SERV/CE RECEPTACLE IS PROVIDED BY EQUIPMENT MANUFACTURER INTEGRAL W/TH EQU/PMENT. RECEPTACLE IS FACTORY W/RED INTO UN/T POWER SUPPLY. 8. PROVIDE LOCKABLE WEATHERPROOF WHILE -/N -USE COVER. INSTALL IN OWNER FURN/SHED DISTRIBUTION BOX SAKE REINDERSMA ARCHITECT 5450 e. high street suite: 200 phoenix, arizona 85255 p: 480.515.5123 www.sra360.com NOTE 2 INTEGRATED SWITCHB Ar AliMsI«� 5N i2i2i!i2�!i!�! 9. PUBL/C VIEW MON/TOR. PROVIDE 40' WHIP W/TH DUPLEX RECEPTACLE ON END. CO/L WHIP AT CE/L/NG FOR SECURITY CONTRACTOR'S USE. /0. PROVIDE FINAL CONNECT/ON TO SECUR/TY PEDESTALS. COORDINATE ALL REQUIREMENTS AND EXACT LOCATION W/TH SECUR/TY VENDOR PR/OR TO ROUGH -/N. 1/. CONTRACTOR SHALL SAWCUT FLOOR TO PEDESTALS. REFER TO EAS PEDESTAL DETAIL 5/E/0/ FOR ADDITIONAL INFORMATION. 2 ENLARGED POWER PLAN E101 SCALE: 114"=1'-0" (3#/0,/#/0 GND.) NOTE 7 RTU -12 NOTE / NOTE / mmumuu MMMMI,H nnuw"mwnnw L/6 -30R +44" TMB PANEL "L2" 116,18,20 iv_110,12,14 NOTE I NOTE 7 ELINE MDP 7 SEE ONE DIAGRAM NOTE / L3-8,/0,/2 NOTE / <X>K1 <XXX> <><><><> > WXXX <XXX> <XXX> <XXX> <XXX> 1/\Ly\!\I 1 IN//`71N/\711\�+�►�'-7IN/\% L I \11L I 11/ N/ \L \V \I NOTE 9 V 4-8 a 0 U V41 V. go NOTE / > / <XXX> <>\X1> <XXX> <XXX> NOTE / NOTE / "IC 7 711\ /\ /1\ /\ /1\ /N7 X >\ X>K X>WX>[ NOTE / \�L \/ NV \/ \IIL \/ \1 PANEL "L L3-/,3,5 L2-10,12,14, L1-10,12, 1L \I/ \IV \/ \11L \/ \IIL \! NOTE 7 LI RTU -11 ELINE LJ RTU -6 MDP SEE ONELIN DIAGRAM LJ RTU -5 3 ENLARGED POWER PLAN E101 SCALE: 114"=1'-0" NOTE / NOTE 7 <XXX> <XXX> <XXX> �dJ <-1 >KX> \XXX> -No-iXX > >XX> <KKXX> N/\/\/ � \/ <XXX> <XXX> <X>00 � I 0000 <XXX> <XXX> <XXX> <XXX> _--K K I\ <XXX> <XX <><X> \I/ \/ \1ZI 2 24 NOTE / PLUG AND PLAY J -BOX FURNISHED BY OWNER, INSTALLED BY ELECTRICAL CONTRACTOR, MOUNT WITHIN 6" OF TRUSS. Ce NC CLI OC Baid CD imm CD Bda g:2 CUD w CD co CD ussi roma P1000 UNISTRUT CHANNEL SECURLY FASTENED TO BOTTOM OF TOP CHORD OF BAR JOISTS. 71N/\711\/\7N\7 VOICE/DATA CABLES (AS REQUIRED) ROOF STRUCTURE L�\IL\V\L\ NOTE / LJ RTU -10 NOTE 5 7P EE IAG NOTE I NOTE I 2 -CHANNEL POWER WITH EXTENSION ARM. CONNECT TO STRUCTURE ABOVE AND FOOT BRACKET AT FIXTURE, PROVIDED AND INSTALLED BY OWNER. U.L. LISTED POWER EXTENDER CABLES (E.G. RELOC) FURNISHED AND INSTALLED BY OWNER. CABLE SUPPORTED EVERY 4-1/2 FT PER NEC. L3-// 21,27 NOTE / 15 NOTE 9 PANEL "L3" L3-9 NOTE / L1-27 L/-/5,/7,/9 NOTE / L/-9,/3 / 0 0 NOTE /L LI -3,5,Z )VOTE 3 NOTE 3 NOTE 2 0 NOTE 4 L3-2,4,6 GFCI,WP, NOTE 8 GFCI,WP, NOTE 8 WP/GFCI FOR IRRIGATION CONTROLLER. VERIFY LOCATION AND REQUIREMENTS WITH IRRIGATION CONTRACTOR. RECEIVED CITY OF TUKWILA, AUG 11 2011 PERMIT CENTER L/-16,/8,20 U 0 L date: 8-10-2017 issued for: PERMIT SUBMITTAL revision no.: date: A /S\ A job no. : 17-027 sheet title: FLOOR PLAN - POWER L/-29, (#/O W/RE) NOTE 2 1 OVERALL POWER PLAN E101 SCALE: 1116"=1'-0" POWER POLE CONNECTION NOT TO SCALE Engineering Associates, Inc Consulting Engineers Phone: 602.992.3900 Fax: 602.992.1541 809 W. Maryland Ave. Phoenix, AL 85013 sheet no.: 12AWG CONDUCTORS TYPICAL MWS CONTROL MODULE OVERVIEW 08 (OPEN CEILINGS) NOT TO SCALE NAME ABBV DESCRIPTION DISTRIBUTION BOX PRIMARY DBP J -BOX WITH (12) ONEPASS STARTING CONNECTIONS. NOT ALL CONNECTIONS ARE USED. 2 PORT CABLE 0C2 MAIN CABLE USED TO EXTEND ONEPASS CIRCUIT RUN. HAS (5) CONDUCTORS, (3)#12 FOR POWER (SWITCHED HOT, NEUTRAL, GROUND) & (2)#18 FOR CONTROL (0-10V, HOT NEUTRAL) SPLITTER SPLICE OSS SPLITS A ONEPASS CIRCUIT RUN IN TWO DROP CABLE OD HAS LOOSE WIRES ON ONE END FOR CONNECTION TO LIGHT FIXTURE. OTHER END CONNECT TO EXTRA PORT ON UNDERSIDE OF '0C2' DBP 0C2 OSS MODULAR WIRING SYSTEM (MWS) (OPEN CEILING) NOT TO SCALE WI 5 WI 5 WI 5 WI WI 5 WI '0C2' EXTRA PORT OR 'OSS' '0C2' (TYPICAL) MWS 'DBP' MAINRUN �nnnn CABLES - El 0 0 SALES 0 OD' 0 0 /--SUSPENDED LIGHT ////, FIXTURE ONEPASS—\ 0 0 LI LJ //:\)--MWS MAINRUN CABLES TO OTHER 'DBP'S ELECTRICAL PANEL �S 0 0 0 WAREHOUSE 0 MODULAR WIRING SYSTEM DIAGRAM NOT TO SCALE 5 WI 5 0 0 0 0 DIAGRAM IS GENERIC. SEE VENDOR PROVIDED DRAWINGS FOR COMPLETE, PROJECT SPECIFIC SYSTEM LAYOUT AND COMPONENTS JBOX FOR TRANSITION 15 5 WI 5 WI 5 WII LAY -IN LIGHT FIXTURE SECURE MWS CABLE TO BOTTOM CORD OF BAR JOIST. ATTACH 'UNISTRUT' TO TOP OF BOTTOM CHORD OF JOIST WITH APPROVED FASTENERS. ATTACH TO MINIMUM TWO JOISTS. UNISTRUT BETWEEN JOISTS SALES AREA FIXTUR AIRCRAFT CABLE ACCESS PLATE 4* CONNECT POWER AND DIMMING CONDUCTORS TO FIXTURE RUN CABLE THROUGH OPENING IN STRUT SUPPORT, LOOP AROUND AND ATTACH SECURELY WITH 'GRIPPLE' HANGERS ON VERTICAL LINE OF CABLE. MODIFY CABLE TO CORRECT LENGTH IN FIELD. NOTES: A. CONTRACTOR TO PROVIDE ALL HARDWARE AND CABLING NECESSARY FOR INSTALLATION. B. LIGHT FIXTURES THAT RUN PARALLEL WITH THE JOISTS SHALL REQUIRE TWO (2) SEPARATE PIECES OF 'UNISTRUT', ONE (1) AT EACH END OF LIGHT FIXTURE FOR THE AIRCRAFT CABLE HANGERS. TIE MWS CABLE SECURELY TO AIRCRAFT CABLE AND LIGHT FIXTURE FOR SNUG FIT WITHOUT UNNECESSARY SAG TOP OF FIXTURE 5/ SUSPENDED HIGH BAY INSTALLATION NOT TO SCALE A24E A24 A24 A24 A24E A24 A24 A24E A24 AI2 33 ' 412 WI 33 ISI 412 33 AI2 33U i AI2E 33U ' Al2E 33 A24 -= A24 w A24 A24 WI (TYP) 33U Al2E A24 -- A24 A24 A24 15 `I\ K I\\/ \/\/ i5 436 /I\ /I\ /A/\ /A A36 A24 A24 15 17U A24E \/\ 9,911 0 11,13,130 0 IS MIN =MIN 436 �/I\ \V \I/ \I/ /1\ 71\ /I\ A24 -- A24 A36 17 N \/\ \/ 1; AN. / \/ A36 K /I\ X /1\ > A56 /\I \ \V\ N71 /I\%\7 / \ \1/ \i/ \I it 771 WI \7\7r71 (TYP) Eif X I 33 AI2 XI K 7 7 I 33U Al2E A 6E �/- \1/ \V N/ A24 2 A24 I \ /1\ 71\ \/\i\//i\>1 21 V \/ \i/ \/ N 21 .I\NEWAM / /II\ /I\ V NV JL 33U Al2E 36A36 A36 2 1\//IN/N/1\7 A24 =A24 I/\ /\ / /\ 19 / / /\ /I\ /I\ /i\ /I �— h /\ /N / 7— / \ ` \/. 11' \\J/\/\V� A36 /1\ /r /I\ / A36 /\/w\ 71\T /\/ KA\7N 7K i \7 7K7\ \71\7i\\/\7 / \ \I/ /1\/I\/ / 5 WI 5 WI 33U ', Al2E 21 436 \ /I\ /I\ /I\ / A36 71\ % K7\ / 7 \`� /7\/1\/1 \7 /v/7 K , v V/7 19U \I/ /I \IL 24 I \ /I\ \ fi \ 7.A\/h/7 /\t 21 /JN 7VN > 21 36 \ /1\ /1\ /i\ / - K7K00K7 /\_�_\/\ A24E -4) 21 IEW O 21 A36 MOM I' K \ SIL/ N I �I II A2`♦ \VIIL >I \71�\/l\711 \71C711\7N \ \ \/ /\/\ 5 WI 412 33 I 1412 33 H-23, . 5, 511 A24E I - 25U 23 23 23 Al2E 33 Ia 412 33 A36 A36 A36 WI 424 A24 37 W2 W2 1 W2 L— D DW J I V V V V 0 0 0 0 SHEET KEYNOTES TRACK CONNECTION WITH 5A CURRENT LIMITER 1 PROVIDE ALLOWANCE TO RELOCATE FIFTEEN (15) LIGHT FIXTURES 10' IN ANY DIRECTION TO ACCOUNT FOR RACKING RELOCATIONS AT NO ADDITIONAL COST. 2 EXIT SIGNS TO BE CONNECTED TO UNSWITCHED CIRCUIT AS SHOWN. 3 MANUFACTURED WIRING SYSTEM DISTRIBUTION BOX; SEE DETAILS ON SHEET E102a. 4 ROUTE ALL LIGHTING THRU EMS CONTACTOR PANEL. REFER TO SHEET E501. 5 THE EXTERIOR EMERGENCY FIXTURE "ER" IS TO BE CONNECTED TO THE HIGH OUTPUT BATTERY OF FIXTURE °EX°. HI -/,3,5 0 SHEET KEYNOTES TRACK CONNECTION WITH 1A CURRENT LIMITER (TYPICAL FOR 4) 6 COMPACT LED STRIP LIGHTT MOUNTED IN RACK. REFER TO DETAIL ON SHEET E102a. 7 MWS SPLITTER FOR RACK LIGHTING. SEE DETAIL 7/E102a. (TYP) (TYP) LIGHTING CIRCUITS OUT TO FIXTURES -CONTROLLED BY POWER PACKS SS (SPLITTER CE CABLE LIGHTING CIRCUITS OUT TO NEXT ROOM / AREA - UNSWITCHED TYPICAL MWS CONTROL MODULE OVERVIEW NOT TO SCALE (3) ROOF STRUCTURE 1/2" G.R.M.C. SECURELY ATTACHED TO JOIST PENDANT MOUNTING BRACKET 1/2" G.R.M.C. THREADED ON BOTH ENDS. PAINT WHITE. ELECTRICAL CONTRACTOR SHALL MOUNT EXIT LIGHTS IN SALES AREA 1'0" TO TOP OF SIGN BELOW GENERAL LUMINAIRE MOUNTING HEIGHTS. SRFACE MOUNT TO WALL OR SUSPENDED CEILING IN AREAS WITH SUSPENDED CEILING. EXIT SUPPORT DETAIL NOT TO SCALE n/ u i _� 1 v S 1 v 1 V % 1 1 \\/\/\/\/\/ MWS SPLITTER 31' MWS CABLE — MAGNET (TYP) MWS CONNECTOR TO LIGHT FIXTURE ---4-- III 1-1 cL1 TYPE R1 t FLOOR MAIN MWS CABLE 11' MWS CABLE BETWEEN BAYS n n tTYPE R1 \-2-) RACK LIGHTING \ NOT TO SCALE KEYED NOTES: I. LIGHT FIXTURE TO BE MOUNTED WITHIN RACK. SEE RACK LIGHTING DETAIL 2/E102 FOR ADDITIONAL INFORMATION. 2. EXTERIOR EMERGENCY FIXTURE "TYPE ER" WILL BE CONNECTED TO THE HIGH OUTPUT BATTERY OF FIXTURE "TYPE EX". 1 LIGHTING PLAN E102 SCALE: 1116" =1'-0" RECEIVE. CITY OF l UKWILA AUG 11 2017 PERMIT CENTER S Engineering Dli- iamie@tiglaseng.com .f Associates, inc ��'� Consulting Engineers TEA #16201 SEPI ?S,01 Phone: 602.992.3900 Fax 602.992.1541 809 W. Maryland Ave. Phoenix AZ 85013 SAKE REINDERSMA ARCHITECT 5450 e. high street suite: 200 phoenix, orizono 85255 p: 480.515.5123 w1"114.sro360.com 0 c 0 00 OW ,I.G crX com SC an CD WI go CD hbg CC vi= CD co wata pram L&0 gma low 0 date: B -IO -201' issued for: PERMIT SUBMITTAL revision no.: date: A A 8 A job no.: 17-021 sheet title: FLOOR PLAN - LIGHTING WAP mmmnunnnmmwumi�Tnnnnnnuunumnmuuu ix' 7- 1 X 1 IXI IXI t XI N 1 x 1 LN IX+ N•7 J X I 1X1 LNF 1X1 N IXI —3-- -3-- a TO 3-- TO RTU-/ NOTE 2 WAP WAP �-- — TO RTU-// low 1 1.41 J ON NOTE 2 C WAP RTU -10 NOTE 3 (k/U-lU //WJ TU -12) • 1 TO RTU -/0 NOTE 2 0 E4(21.2 • NOTE <1 M 1 1 0 (WAP� -al- Q WAP 0 \r— MOM TO RTU -6 NOTE 2 I*4WAP� I\ /l\ /I\ /I\ / NA\71\71\7 V�/\\ // /\ 1\7\7\7\7 _rwi\\ \V 7 /\/\/vi/ �7`i\7\ \/1\71\ 7r 7 /\i\/\I/\ /171\ 7\ \/\i/\I /\ 71`\7\7\7 L\1 /\V7 /\11\7\— / /vVvLv iv/V_ 7\ \ \J�/� \I� \ NOTEs.3/ 7\7 (RTIC \rivac T t.09\� I\/1\A\/N7 1\777\7\7 /\ NOTE 8, -/-4-WAP 1 U U 1 I NOTE -.-_■1- 111.1 �1 L_J NOTE 5 NOTE / /NV\/w\ N7 7\7\7 \ \V 1/ I\ /1\ %1\ /I\)1 N ,G., /7\ /1\ R\I/ �V\/\ \/\/\V\ 71\/1\71�\7 071\%\7\7 V V\V\I/\I VV/\_/\I/\� I\ 7f� 71\ /1\ 71 N /I\ 71\ 77\ /1 \\ 010100 I0\/I0\ 711\ 7/V/ \71/�60Ba1 x77t\/ 7N/\/'"J \/ [\�/ 71771� \/I E\7\/1\7\7 <XX 7 K>OK>1011 \/f\7\7\7 I KX)0\7 `4/\i\1_ k/lv/iv / \/ \l/ \I/ \ rs /I\ 7\ 77\ 7 1'\/7\`'7 4ii/\/\V >�7/ //// 1 71c/ A\ MOM K/-(/\7\7 n\77s7 1\/]\/\A\/. 1A\/ Kms\ r'S7 7\ 7T1\ 7 1l.._l 1 H 1 I\/� /\A ` I\/I\/1\/NA 010K/= 71\7 7`0K71 N7'/7\7 \ \/fir\\A7 1\ X/1\ /1\ 7 7-\ \ 71\/I\ 7\ 7 //71 7 \i\ /\A\\7\7 1E7+\7-*)- '/\_ A/\/\ \/\V\/ 1\ /' /1\ /I\ / I\ /�\ 71\ /I\ / 471Gdgra \/1\/ 1312116/ MOM /\ 7\4 7 X71\ Kii\/71\7 /\f/7i/7\7 7\7\7\7 1/ N7\7\7 7 I\ % /I\ /I\ /I \\V71\7\/\7\l/\/\ 07\7\7 7\%7\7 N7\\/I\/1\) \/\71\/\7 / \/ \V \l/ \ \7\7\71\7 1\7\/\1/\%1\7 \I \/ 77N7 ki�\/\7\7 N7\7 A / iKXi KXXX> \/c/ / /\/\�/��/��\_ V�/\1L\l/\V\ /\/\_ \/l/ 1fi7iV 0 I\7\7\7\71 \7rS/1\/1\7 NOTE [WAWA TO RTU -2 lame NOTE2 AVO/t 9 V el J C NOTE 5 —4 NOTE 5 O © NOTE 6 ■ e)riorigsmamansummermine— P O NOTE 7 + NO E4 B B • • NOTE 5 TO RTU -7 NOTE 2 \/Ik7f\7\71\7r r z7S77 W1WM V\/\ViVaVNV\V\z� 71\ 7N- 71\ /1\ 7171\ 7 ✓ \V\V 0 EH N /7 ,r\717,7171\71-\ NOTE 5 / /\/\ V\.`\V\VV\V\ V\V\V��rV\VV\ TO RTU-/ NOTE 2 ' ©I 1 '-. r lrr innr r r ng 1 SYSTEMS PLAN E103 SCALE: 1116" =1'-0" • n VOICE/DATA DROP LEGEND DATA CONTRACTOR'S SCOPE OF WORK TO INCLUDE: VOICE/DATA CABLING (CAT 5 & FIBER), VOICE/DATA TERMINATIONS, VOICE/DATA PATCH PANELS, VOICE/DATA COVER PLATES WITH WIRE LANDING TERMINATIONS LABELED AT PATCH PANEL & LOCATION. A. B. C. D. E. F. G. H. J. K. L. M. N. 0. P. Q. DATA ROOM (BOX -A AND BOX -S) (BLACKBOX WILL BE PROVIDED BY F&D) I. LOCATION OF MAIN DISTRIBUTION POINT 2. BOX -A (TWO POST RACK) AND BOX -S (SERVER BOX) 3. BOXES MUST BE GROUNDED TO BUILDING STEEL, #6 AWG COPPER, MIN 4. 1-6 STRAND FIBER PATCH PANEL WITH LC TERMINATIONS WILL BE MOUNTED AT THE TOP OF BOX A.. LABELING WILL BE LI & L2. FIBER WILL BE RUN FROM A TO BOX B. (BY OWNER'S CONTRACTOR) 5. IF NOT MIN POINT OF ENTRY THEN 4-CAT5E CABLE WILL NEED TO BE RUN FROM MPOE TO THIS ROOM (CHECK DISTANCE). (BY OWNER'S CONTRACTOR) 6. ALL RUNS, IF UNDER 250 FT, WILL TERM HERE. NO MORE THAN 44 RUNS CAN PATCH INTO THIS BOX. 7. SERVER BOX (BOX -S) 24"x36" TO BE MOUNTED ON WALL 42" FROM BOTTOM OF BOX TO FLOOR, CENTERED ON LEFT SIDE WALL AS YOU ENTER THE ROOM. 30" OPEN ON EACH SIDE FOR ACCESS. 8. I DEDICATED CIRCUIT QUAD MOUNTED IN BACK OF SERVER BOX (INSIDE ENCLOSURE). 9. 1-24 PORT PATCH PANEL FOR SERVER BOX, LABELING SCHEME: SI, S2...(I0 TOTAL CABLES FROM BOX S TO BOX A). (BY OWNER'S CONTRACTOR) 10. 10 CAT 5E FROM BOX A TO BOX S NEED TO BE RUN AND PUNCHED DOWN ON BOTH ENDS. (BY OWNER'S CONTRACTOR) PROVIDE (2) 3"C FROM BOX -A & BOX -S UP TO STRUCTURE (WITH PULLWIRE) & GROMMETS. MIN PoE PHONE BOARD/MPOE NEEDS TO BE IN PLACE AS EARLY AS POSSIBLE TO ALLOW AT&T TO INSTALL TI (MINIMUM 2 WEEKS BEFORE SUBSTANTIAL COMPLETION). CASH OFFICE & VAULT CEM (GENERAL MANAGER) OFFICE NOT USED OPS MANAGER TRAINING OFFICE BREAK ROOM RECEIVING DESK CASH REGISTERS INFORMATION STATIONS - NEW STORES (3 LOCATIONS), REMODELS (# DETERMINED ON PLAN), PROFESSIONAL SALES DESK TRAFFIC COUNTER (ONE ABOVE EACH CUSTOMER ENTRY DOOR AND PRO -SLIDER) GE KIOSK (CREDIT KIOSK) NOT USED DESIGNER DESK DISTRIBUTION POINT (BOX B) (BLACKBOX WILL BE PROVIDED BY F&D IT OR OPS) PROVIDE 2-3"C FROM BOX -B UP TO STRUCTURE (WITH PULLWIRE) & GROMMETS. 2. DISTRIBUTION POINT (BOX B) MUST BE GROUNDED TO BUILDING STEEL (#6 MIN). R. ACCESS POINT WIRING (ACCESS POINT LOCATIONS SHOWN FOR PRICING PURPOSES ONLY AND SHALL BE VERIFIED WITH PREDICTIVE SURVEYS PROVIDED BY F&D) S. SELF-SERVICE DESIGN KIOSK T. COMMAND DESK HARDWARE PROVIDED BY F&D - NETWORK BOX A -NETWORK BOX B - SERVER BOX S 10-12 CISCO ACCESS POINTS WITH ANTENNAS - ALL 3 BLACK BOXES (BOX A,B & 5) NEED TO BE MOUNTED PER PLAN, WITH HOT POWER OUTLETS IN EACH BOX. BOXES NEED TO HAVE CONSTRUCTION DEBRIS REMOVED (SAWDUST, WIRE CLIPPINGS, ETC). GENERAL ELECTRICAL NOTES: A. WHERE THE MECHANICAL DESIGN UTILIZES A PLENUM RETURN AIR CEILING DESIGN, ALL EQUIPMENT AND MATERIALS INSTALLED WITHIN THE PLENUM RETURN CEILING MUST MEET THE FLAME SPREAD AND SMOKE DEVELOPED RATINGS OF 25/50 AND BE APPROVED FOR USE IN PLENUM RETURN CEILINGS. COORDINATE PLENUM CEILING LOCATIONS WITH THE MECHANICAL CONTRACTOR. LUMINAIRES THAT ARE MANUFACTURED WITH A METAL HOUSING MEET THIS REQUIREMENT AND ARE NOT REQUIRED TO BE PLENUM RATED UNLESS INDICATED OTHERWISE. B. ALTHOUGH NOT SPECIFICALLY SHOWN, THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL REQUIRED LOW VOLTAGE WIRING AND DATA CABLING, PER THE MANUFACTURER'S RECOMMENDATIONS, FOR A COMPLETE, FUNCTIONAL LIGHTING CONTROL SYSTEM. C. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL LOW VOLTAGE DATA CAT 5E AND FIBER CABLES. FINAL TERMINATIONS BY OWNER'S DATA CONTRACTOR. D. PROVIDE 25' SERVICE LOOP FOR EACH CABLE AT THE TOP OF EACH POWER POLE UNLESS OTHERWISE NOTED. D. ALL OTHER CABLES SHALL HAVE A 20' SERVICE LOOP UNLESS OTHERWISE NOTED. E. ALL VOICE AND DATA CABLING SHALL BE CAT5E UNLESS NOTED OTHERWISE. KEYED NOTES: I. PROVIDE CONNECTION TO D&P BOX. 2. REMOTE TEMPERATURE SENSOR FURNISHED AND INSTALLED BY OTHERS. PROVIDE ALL WIRING BETWEEN SENSOR, THERMOSTAT, RTU, AND EMS SYSTEM AS REQUIRED FOR A FULLY FUNCTIONAL CONTROL SYSTEM. COORDINATE ALL REQUIREMENTS WITH MECHANICAL CONTRACTOR AND EMS PROVIDER PRIOR TO ROUGH -IN. 3. CARBON DIOXIDE (CO2) SENSOR FURNISHED AND INSTALLED BY OTHERS. PROVIDE ALL WIRING BETWEEN SENSOR AND EMS SYSTEM AS REQUIRED FOR A FULLY FUNCTIONAL CONTROL SYSTEM. COORDINATE ALL REQUIREMENTS WITH MECHANICAL CONTRACTOR AND EMS PROVIDER PRIOR TO ROUGH -IN. 4. PROVIDE ALLEN BRADLEY 800T-ITZ ENCLOSURE WITH AN 800H-R2DI PUSHBUTTON AND 22/2 AWG WIRE FROM PUSHBUTTON TO THE MOOD HEAD EQUIPMENT LOCATED IN THE DATA ROOM. 5. PREWIRED/TERMINATED POWER POLE BY OTHERS. REFER TO D&P CUSTOM LIGHTS AND WIRING SYSTEMS DRAWINGS FOR DETAILS. PROVIDE 25' COIL FOR EACH CABLE AT THE TOP OF EACH POWER POLE UNLESS OTHERWISE NOTED. 6. INSTALL BOX 3'-0" INSIDE THE DOOR AT 14'-0" A.F.F. WITH 3/4" CONDUIT TO STRUCTURE. 7. MOUNT DISTRIBUTION BOX (FURNISHED BY OWNER) AT 12'-0" A.F.F. TO BOTTOM WITH MINIMUM 36" CLEAR ON THE RIGHT SIDE. GROUND BOX TO BUILDING STEEL. PROVIDE 4' X 4' X 3/4" UL LISTED PLYWOOD BACK BOARD. COORDINATE EXACT LOCATION WITH FLOOR & DECOR. 8. WIRELESS ACCESS POINT WIRING SHALL TERMINATE AT A SURFACE BOX. A 10' PATCH CORD SHALL BE PROVIDED TO CONNECT TO THE ACCESS POINT. 9. PROVIDE DATA CONNECTION TO SHOPPERTRACK. COORDINATE EXACT REQUIREMENTS WITH VENDOR PRIOR TO ROUGH -IN. RECEIVED CITY OF T UKWILA AUG 11 2017 PERMIT CENTER las Engineering Associates, inc Consulting Engineers Phone: 602.992.3900 Fax 602.992.1541 809 W. Maryland Ave. Phoenix, AZ. 85013 lamie@tiglaseng.com TEA #16201 SpA SAKE REINDERSMA ARCHITECT 5450 e. high street suite: 200 phoenix, arizona 85255 p: 480.515.5123 www.sra360.com 0 cts 0 0 egA r! Ov go -F-+ 0 N 0 L 0 gi= lad lows CAD ca cd coscasio date: 8-10-2017 issued for: PERMIT SUBMITTAL revision no.: date: A A job no.: 17-027 sheet title: FLOOR PLAN - DATA N5'`,: sheet no.: E103 a11111111 FIRE ALARM SYSTEM INPUT/OUTPUT MATRIX SYSTEM INPUTS SYSTEM OUTPUTS CONTROL UNIT ANNUCIATION REMOTE ANNUNCIATOR NOTIFICATION FIRE SAFETY CQ. TROL JPy \O`. PJO A\' PJO -\� PJO A \ \-\'P' \/ p' O p� -\k. • P & Q\p \/ JQ�, \O� O`C P`�O PO �\ L`p �• � � gyp. 5 �C'\p�v �� �\-\ 4, \�42-Y � �p p� <`� p\' Oe- c, pY <O L P 5 ���� c,P`'�p�,P \cam P�, o�y5�c�Po•\F•\�� r0OJ`�'JPO`� 4,-P• �,C�P�.CzP pG�J pG A B C D E F G H K L M N 0 P 0 R S T U V W AF AG AH OPEN CIRCUIT • • • • • 2 GROUND FAULT • • • • • 2 3 WIRE -TO -WIRE SHORT CIRCUIT • • • • • 3 4 SYSTEM AC POWER FAILURE • • • • • 4 5 SYSTEM LOW BATTERY • • • • • 5 6 SMOKE DETECTOR: OPEN AREA • • • • • • • • • • • • • • • • 6 7 SMOKE DETECTOR: SMOKE/FIRE DOORS • • • • • • • • • • • • • • • • 7 8 SMOKE DETECTOR: DUCT -MOUNTED • • • • • • • • • • 8 9 HEAT DETECTOR • • • • • • • • • • • • • • • • 9 10 MANUAL PULL STATION • • • • • • • • • • • 10 I I FIRE SPRINKLER FLOW SWITCH • • • • • • • • • • • • • • • • I I 12 FIRE SPRINKLER TAMPER SWITCH • • • • • • • 12 13 FIRE SPRINKLER POST INDICATOR VALVE SWITCH • • • • • • • 13 14 FIRE SPRINKLER PRESSURE MONITORING SYSTEM • • • • • • • 14 15 FIRE PUMP POWER FAILURE • • • • • • • 15 16 FIRE PUMP PHASE REVERSAL • • • • • • • 16 17 FIRE PUMP RUNNING • • • • • • • • • • • • 17 A B C D E F G H J K L M N 0 P 0 R S T U V W X Y Z FIRE ALARM SYMBOL LEGEND (SOME MAY NOT BE USED) SYMBOL DESCRIPTION SYMBOL DESCRIPTION FIRE ALARM CONTROL PANEL I F p FIRE ALARM BELL FACP FIRE ALARM VOICE EVACUATION PANEL 11K1 FIRE ALARM HORN, WALL MOUNTED EVAC FIRE ALARM REMOTE ANNUNCIATOR El FIRE ALARM SPEAKER, WALL MOUNTED FAA FIRE ALARM NOTIFICATION APPLIANCE POWER SUPPLY ISI FIRE ALARM STROBE, WALL MOUNTED NAC FIRE ALARM TERMINAL CABINETFIRE LJ1 ALARM COMBINATION HORN AND STROBE, WALL MOUNTED FATC FIRE ALARM TRANSPONDER 1A FIRE ALARM COMBINATION SPEAKER AND STROBE, WALL MOUNTED TPR FIRE ALARM CODED TRANSMITTER EKI C FIRE ALARM HORN, CEILING MOUNTED FT FIRE ALARM DRILL KEY SWITCH 1111C FIRE ALARM SPEAKER, CEILING MOUNTED DK FIRE ALARM MANUAL PULLSTATION FIRE ALARM STROBE, CEILING MOUNTED F 12 C AUTOMATIC SMOKE DETECTOR, WALL MOUNTEDFIRE Ca C ALARM COMBINATION HORN AND STROBE, CEILING MOUNTED ® AUTOMATIC SMOKE DETECTOR, CEILING MOUNTED C FIRE ALARM COMBINATION SPEAKER AND STROBE, CEILING MOUNTED D AUTOMATIC SMOKE DETECTOR, DUCT MOUNTED, AND FIRE ALARM RELAY (INTEGRAL ORFIELD-INSTALLED) ���� LMN FIRE ALARM MINIATURE HORN AND STROBE, WALL MOUNTED DUCT SMOKE DETECTOR REMOTE TEST SWITCHFIRE C ALARM MINIATURE HORN AND STROBE, CEILING MOUNTED RTS -® AUTOMATIC HEAT DETECTOR, WALL MOUNTED FIRE ALARM INDIVIDUAL ADDRESSABLE MODULE IAM O AUTOMATIC HEAT DETECTOR, CEILING MOUNTED FIRE ALARM ZONE ADDRESSABLE MODULE ZAM -TBT AUTOMATIC SMOKE DETECTOR, BEAM TRANSMITTER, WALL MOUNTED FIRE ALARM MONITOR MODULE MM © BT AUTOMATIC SMOKE DETECTOR, BEAM TRANSMITTER, CEILINGCM MOUNTED FIRE ALARM CONTROL MODULE -MBR AUTOMATIC SMOKE DETECTOR, BEAM RECEIVER, WALL MOUNTED END OF LINE RESISTOR EOL ® BR AUTOMATIC SMOKE DETECTOR, BEAM RECEIVER, CEILING MOUNTED F FIRE SPRINKLER FLOW SWITCH SA AUTOMATIC SMOKE ALARM, WALL MOUNTED ioF MONITORING SYSTEMSUP RVISORY CCONONRRECTION (Z)SA AUTOMATIC SMOKE ALARM, CEILING MOUNTED FIRE LY SUPERVISED OSTLER LINDICONICALLVE PIV -QDUV FLAME DETECTOR, ULTRAVIOLET TYPE 4 FIRE ALARM MAGNETIC DOOR HOLDER -01R FLAME DETECTOR, INFRARED TYPE 7 FIRE FIGHTER'S PHONE -OVR FLAME DETECTOR, VISIBLE RADIATION TYPE u FIRE ALARM KEY REPOSITORY (KNOX BOX) HOOD FIRE SUPPION SYSTEM I'' I HOOD FIRE SUPPRESSION SYST1ANUAL PULLSTATION HFSS .mQ , ;:Iv---- • niummw uuunummMMnmmmmminimmumn 71 J F "p u lu 1=t I NOTE I 2(Q sF F F 1 1 52FF RTU 12 5 L\I N7 7 ZFs NOTE 3 F !XI �/ A XI \71 XI LA XI A • 1 LJ n. 0 0 O 1 1 1 1 LJ RTU - 11 NOTE I 7r 1 1 LJ RTU -10 ■ 1 NOTE I UC 1111111*1111111 .. I I NOTE I L J®D RTU -6 1 I I -. y iJ Er —n— 71- II II II II II —u— �L —u— 1L If=�T--T—f—f�I IL-n--n--n--u- 71 --n-7r—n— rr it 11 II II 11 I —11—_IL —u_ IL—IJ— 1-1 NOTE I I rmD RTU -31 X11 r - K/N/\firm <X X> < KX/0 7</KXX> \/I\i\/I\ / <XXX> /<XXX� <XXX> N/N//N\t <XXX> 7 <XXX> Ni/\/1 - <XXX> <XXX> -i 7 <XXX> X> <XXX> I I p> <XXX> <XXX> h/N/N/\71 <XXX> <XXX> <XXX> <XXX> < XXX) <XXX> <XXX> <XXX> <XXX) X O <XXX> <X`<X> <XXX> </XX3 ria 1 NOTE I -8 mos MO VAL j.1\10TE .41k '52810 OK Z>K56/Z5 x> ‹xxx> xx> oK x> xx> <>o< /) x> ><><> (xxx> 0000 , ><><> 0000 ›K> < 01841 j*/_< NX \/X X\vi) r N_KTFE1(< NX/ XN2 RTU -2 D wAwak POPPOWO 40. isionwe TFIRESHO /IN AN 74 NV NZ N Ets %1 0000 0000 6> 6> IEMM NOTE I U-7 • 111111111 ,6t<>KX 7N 7N 7N/N7 Ec NOTE I riTD Kv,><Niiiaatzff4- 1>Kz \i/X Zi<z \/X Aire [ =7N7 lzWEARNI YAM. [rNitaBrimromirim 1 fl fl IJ 10 OS [ N 7It 71IN A\ 7N AN 7N/N 4>' 4** LJ RTU -1 D OD 15 111 MO BO 5 OS MO 1 1 FIRE ALARM PLAN revision no.: date: MN • GENERAL NOTES: A. THE CONTRACTOR SHALL PROVIDE A FULLY ENGINEERED DESIGN OF THE FIRE DETECTION AND ALARM SYSTEM FROM A QUALIFIED FIRE DETECTION AND ALARM SYSTEM DESIGNER. ANY FIRE DETECTION AND ALARM INFORMATION INDICATED ON THE DRAWINGS IS STRICTLY FOR THE PURPOSE OF FILING FOR PERMIT AND ESTABLISHING A MINIMUM CRITERIA TO AID THE FIRE DETECTION AND ALARM SYSTEM DESIGNER IN THE DESIGN OF THE FULLY ENGINEERED FIRE DETECTION AND ALARM DRAWINGS. DESIGNER SHALL BE NICET LEVEL III OR IV (3 OR 4) CERTIFIED FIRE ALARM TECHNICIAN OR REGISTERED FIRE PROTECTION ENGINEER, EMPLOYED BY FIRE ALARM CONTROL UNIT MANUFACTURER, CONTRACTOR, OR INSTALLER, WITH EXPERIENCE DESIGNING FIRE ALARM SYSTEMS IN THE JURISDICTIONAL AREA OF THE AUTHORITIES HAVING JURISDICTION. B. THE DESIGNER SHALL PRODUCE ALL REQUIRED DRAWINGS, CALCULATIONS, AND EQUIPMENT SPECIFICATIONS REQUIRED FOR JURISDICTIONAL APPROVAL AND SUBMIT ALL REQUIRED DOCUMENTS TO THE AUTHORITY HAVING JURISDICTION FOR APPROVAL. C. THE DESIGNER AND CONTRACTOR ARE RESPONSIBLE TO CLOSELY COORDINATE WITH THE FIRE SPRINKLER CONTRACTOR TO PROVIDE APPROPRIATE MONITORING OF ALL FLOW SWITCHES, TAMPER SWITCHES, PRESSURE SWITCHES, CORROSION MONITORING SYSTEMS, ETC. D. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL MATERIALS, COMPONENTS, AND LABOR REQUIRED FOR A COMPLETE, OPERATIONAL, CODE -COMPLIANT FIRE DETECTION AND ALARM SYSTEM BASED ON THE FULLY ENGINEERED FIRE ALARM DRAWINGS THAT THE CONTRACTOR IS RESPONSIBLE TO PROVIDE. E. ALL NEW FIRE ALARM CONTROL PANELS THAT ARE INSTALLED WITHIN MULTI -OCCUPANCY BUILDINGS THAT ARE EQUIPPED WITH A MAIN BUILDING FIRE ALARM CONTROL PANEL SHALL BE INTERLOCKED WITH THE MAIN BUILDING FIRE ALARM CONTROL PANEL SUCH THAT ALL ALARM, SUPERVISORY, AND TROUBLE SIGNALS REPORTED AT THE TENANT'S FIRE ALARM CONTROL PANEL SHALL ALSO BE TRANSMITTED TO THE MAIN BUILDING FIRE ALARM CONTROL PANEL. F. PROVIDE FINAL CONNECTION FROM FIRE ALARM CONTROL PANEL TO ELECTRONICALLY SUPERVISED POST INDICATOR VALVE. COORDINATE EXACT LOCATION AND ALL REQUIREMENTS WITH FIRE SPRINKLER CONTRACTOR PRIOR TO ROUGH -IN. FIRE ALARM NOTES: I. DUCT SMOKE DETECTOR AND RELAY FOR HVAC UNIT SUPPLY FAN SHUTDOWN SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR FOR INSTALLATION BY THE MECHANICAL CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL ALSO PROVIDE A REMOTE KEYED TEST STATION WITH VISUAL STATUS ANNUNCIATOR WHEN DUCT SMOKE DETECTOR IS INSTALLED IN A CONCEALED LOCATION GREATER THAN 10'-0" ABOVE FINISHED FLOOR OR WHEN DUCT SMOKE DETECTOR'S STATUS INDICATORS ARE NOT READILY VISIBLE. COORDINATE LOCATION OF REMOTE KEYED TEST STATION WITH AUTHORITY HAVING JURISDICTION AND OWNER PRIOR TO ROUGH -IN. DUCT SMOKE DETECTORS ASSOCIATED WITH HVAC UNITS THAT SHARE A COMMON AIR PLENUM SHALL BE INTERLOCKED WITH ONE ANOTHER SUCH THAT ACTIVATION OF ANY ONE OF THE ASSOCIATED DUCT SMOKE DETECTORS WILL SHUT DOWN SUPPLY FANS OF ALL HVAC UNITS SHARING THE COMMON AIR PLENUM. ALL FINAL WIRING SHALL BE BY THE ELECTRICAL CONTRACTOR. 2. CONTRACTOR SHALL PROVIDE ROUGH -IN IN THE BASE BID. PROVIDE A UNIT PRICE ON THE BID FORM FOR THE COST TO PROVIDE THE NOTIFICATION APPLIANCE AND TO CONNECT IT TO THE FIRE ALARM SYSTEM. 3. PROVIDE EXTERIOR WEATHERPROOF NOTIFICATION APPLIANCE MOUNTED DIRECTLY ABOVE THE FIRE DEPARTMENT CONNECTION POINT. COORDINATE THE LOCATION OF THE FIRE DEPARTMENT CONNECTION POINT WITH THE FIRE SPRINKLER CONTRACTOR PRIOR TO ROUGH -IN. PROVIDE SILENT KNIGHT 5700 FIRE ALARM CONTROL PANEL. VERIFY SPECIFICATION WITH FLOOR AND DECOR. DUCT DETECTO CM HVAC UNIT SHUT DOWN ROOF PROVIDE AUDIO DEVICES TO ACHIEVE A MINIMUM OF 70db OR 15 db ABOVE AMBIENT NOISE IN ALL AREAS. PROVIDE ADDITIONAL DEVICES AS REQUIRED (TYPICAL). 120V POWER FACP CM ALL FIRE ALARM COIVDUCTORS SHALL BE RUN EVE.M.T (TYP OF ALL) CO1VNECTION TO PA SYSTEM TO DISABLE AMBIE1VT NOISE IN THE EVE1VT OF ALARM' CONDITION GROUND LEVEL nFIRE ALARM RISER DIAGRAM SCALE: NONE 1 RECERIED CITY OF TUKWILA AUG 11 2017 PERMIT CENTER Engineering Associates, inc Consulting Engineers Phone: 602.992.3900 Fax: 602.992.1541 809 W. Maryland Ave. Phoenix, M. 85013 TEA #16201 seS) ?e SAKE REINDERSMA ARCHITECT 5450 e. high street suite: 200 phoenix, arizona 85255 p: 480.515.5123 eL ca 00 am • cio 21 (i) ›, 042 142. .412 11-1 430 4141 • ▪ riC blow egg CD • sal CD ca .18e ea cos CD co W m con Nom UN 11-1 CM - date: 8-10-2017 issued for: PERMIT SUBMITTAL revision no.: date: job no.: 17-027 sheet title: FLOOR PLAN - FIRE ALARM sheet no.: c?k, • 104 L4-/9,2/,23, (#10,#12,#I2) TRANSFORMER "T -L4'; SUSPEND FROM DECK MIN. /6' A.F.F. TO BOTTOM 3 ENLARGED OFFICE POWER PLAN E401 SCALE: 1/4" =1'-0" NOTE /0 (TYPICAL) FD NOTE /0 (TYP/CAL) 2 ENLARGED OFFICE LIGHTING PLAN E401 SCALE: 1/4" =1'-0" BOX S" NOTE 7 A BOX "A" r NOTE4 NOTE 7 NOTE 6 C 0 FD ON�A OTE / QN3AV TE3 COORDINATE EXACT LOCAT/ON WITH GC +36 FD ° V2D 1 ENLARGED OFFICE TECHNOLOGY PLAN E401 SCALE: 1/4" =1'-0" KEYED NOTES: I. BACKBOARD PROVIDED BY OTHERS, REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 2. PROVIDE 3" CONDUIT WITH PULL STRING FROM 6-6" A.F.F. TO ABOVE CEILING FOR CABLING RACEWAY. 3. POWER, DATA LINE, AND EMPTY JUNCTION BOX WITH PULL STRING FOR FUTURE CABLE. 4. PROVIDE FIBER OPTIC TELEPHONE SERVICE TO THE IT ROOM. COORDINATE ALL REQUIREMENTS WITH LOCAL TELEPHONE COMPANY. 5. PROVIDE FINAL CONNECTION TO FIRE ALARM AND SECURITY PANEL. COORDINATE ALL REQUIREMENTS WITH FIRE ALARM CONTRACTOR AND SECURITY VENDOR. 6. PROVIDE PLYWOOD BACKBOARD FOR IT ROOM PERIMETER. REFER TO ARCHITECTURAL DRAWINGS. 7. PROVIDE TWO 3" CONDUITS WITH GROMMETS AND PULL WIRE FROM BOX "A" AND BOX "S" UP TO STRUCTURE. 8. SECURITY VENDOR WILL PROVIDE AND INSTALL A JUNCTION BOX WITH LOW VOLTAGE CONNECTIONS. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE FOR CONNECTION BETWEEN THIS JUNCTION BOX AND THE EMS SYSTEM IN THE ELECTRICAL ROOM. COORDINATE ALL REQUIREMENTS WITH EMS AND SECURITY VENDORS. 9. PROVIDE FINAL CONNECTION TO HAND DRYER. COORDINATE MOUNTING HEIGHT WITH ARCHITECT AND ALL REQUIREMENTS WITH EQUIPMENT MANUFACTURER PRIOR TO ROUGH -IN. 10. CEILING AND WALL MOUNTED OCCUPANCY SENSORS SHALL BE PROVIDED BY GENERAL CONTRACTOR. RECEIVED CITY OF TUKWILA AUG 11 2017 PERMIT CENTER Engineering Associates, Inc Consulting Engineers Phone: 602.992.3900 Fax: 602.992.1541 809 W. Maryland Ave. Phoenuc, AZ. 85013 iamie@riglaseng.com TEA #16201 SEPNR PSP` SAKE REINDERSMA ARCHITECT 5450 e. high street suite: 200 phoenix, arizona 85255 p: 480.515.5123 www.sra360.com a) ;18 3 0 f a p, o m 3 8 .S a 8w 44. rd a4 a owl ffn IAA coom EU Ida 1112 c.2 oaf ed calls CD moil II00oe ▪ Imms date: 8-10-2017 issued for: PERMIT SUBMITTAL revision no.: date: A /�� \ job no.: 17-027 sheet title:ENLARGED POWER/LIGHTING PLANS IN OUT C1 C2 C3 C4 G N D L I N E N E U T 1 2 3 4 1 2 3 4 ENCLOSED PILOT RELAYS, FUNCTION DEVICE INC. BY OWNER A K41210 PHOTOCELL SENSOR - INTERMATIC BY OWNER job no.: 17-027 BURGLAR ALARM CUSTOMER SECURITY INTERFACE BY OWNER DLC 0 0 0 0 0 0 9 0 0 0 0 0 0 0 0 o o 0 0 cp 00 0 0 O (ED 0 0 0 (9) 1" -I- 1- 40 - o -1- o o -1-4,. o o 1-4-. o 0 0 0 0 0 000 0 0 0 0 0 0 0 1" 4- 0 0 0 0 o 0 000 0 0 0 0 0 0 0 0 0 ThL 0 0 0 0 0 0 C)I 0 0 0 0 0 0 0 0 ARM DISARM ALARM ACTIVATED WHT/BLK 120VAC BLU/WHT C 24VAC/DC 0 0-------- WHT/YEL COMM NEUT LINE BLU 0 N/C ORG_0 N/C GRY 0 N/C BRN 0 N/O YEL COMM PRP COMM LIGHTING CONTROL RISER DIAGRAM ONE CONTROLLER PER ZONE. Y3 RTN 0 RC 0 Y1 0 W/O/B GQ W20 Y2 0 C 0 S1 0 S1 RTN 0 S2 0 S2 RTN 0 DC IN 0 DC OUT 0 Y3 0 TRANSFORMER 120V LOADS TO LIGHTING FIXTURES 0-10VDC LED INPUT MOTION, ALARM, PHOTOCELL REAR OF BUILDING 0 0 0 0 0 LCM-1 0 0 0 0 0 LCM-2 DEDICATED 120VAC L1 18 LCB -1 MANUFACTURED WIRING SYSTEM (MWS) TO FIXTURES LCB -LX CONTACTOR BOX WIRE TROUGH [FROM LIGHTING CIRCUIT BREAKERS TO AUTOMATIC LIGHTING CONTROL CONTACTORS PANEL H1 PANEL L3 FROM SITE LIGHTING CIRCUIT BREAKER TO AUTOMATIC LIGHTING CONTROL CONTACTORS FROM EXHAUST FAN CIRCUIT BREAKER TO AUTOMATIC LIGHTING CONTROL CONTACTORS CONTROL WIRING FRONT OF BUILDING TO FRONT SIGNAGE LCB -2 PANEL L2 0 1 EMS LIGHTING CONTROL E501 SCALE: NONE LIGHTING CONTROL SCHEDULE SALES FLOOR ZONE 1 1 1 1 TTT FiI SALES FLOOR ZONE 5 LO CO CO CM .st E E SALES FLOOR ZONE 2 rCOLO Wrrr rrrr OFFICE ZONE 6 OWW << CL- CI- = = CO CO 111 SALES FLOOR ZONE 3 F- o) L() 1-- CM CM rrrr FXII EXTEROR CANOPY LIGHTS NWWW r=I=f= WWW SALES FLOOR ZONE 4 N- 0) CO CM OJ CO CO la.. 1-- FXII CONTACTOR BOX AT REAR OF BUILDING LCB -1 SIGNAGE C:0 0.1 CO OD 3111 —I —I—I-1 SIGNAGE WWW W1=== —IWWW CONTACTOR BOX AT FRONT OF BUILDING LCB -2 GALVANIZED i" BOLT THREADED RODS GENERAL SHEET NOTES 1. THE EMS CONTROL SYSTEM IS TO BE PROVIDED BY OWNER. 2. CONTRACTOR TO INSTALL ALL PROVIDED HARDWARE. 3. CONTRACTOR TO PROVIDE 120V POWER TO THE EMS LIGHTING CONTROL PANEL. 4. CONTRACTOR TO INSTALL ALL LIGHTING WIRING FROM LIGHTING CONTROL PANEL TO THE EMS CONTACTOR PANEL AND FROM THE CONTACTOR PANEL TO THE LIGHTING LOAD. 5. CONTRACTOR IS RESPONSIBLE FOR ALL LOW VOLTAGE AND CONTROL WIRING REQUIRED TO COMPLETE THE EMS LIGHTING CONTROL SYSTEM. 6. CONTRACTOR IS RESPONSIBLE FOR THE INITIAL TESTING OF THE EMS SYSTEM. 7. EMS VENDOR WILL BE RESPONSIBLE FOR FINAL CONNECTIONS TO THE FLOOR AND DECOR'S NETWORK AND COMMISSIONING. 8. EMS VENDOR CONTACT INFORMATION: LAURA BARRINGTON, PHONE 1(800)820-3511 E-MAIL SUPPORT@entouchcontrols.com 1(877)755-1609 EMS LIGHTING CONTROLS LIGHTING CONTROL OPERATIONAL DESCRIPTION: 1. THERE WILL BE FOUR (4) INTERIOR AUTO STORE MODES OF CONTROL. THE FOUR (4) AUTO MODES OF CONTROL ARE OFF, STOCKING, SALES AND SECURITY. THREE (3) OF THE MODES ARE ACTIVATED BY THE TIMING FUNCTION OF THE EMS SYSTEM AND THE SECURITY MODE FUNCTION IS ACTIVATED BY THE BURGLAR ALARM VIA THE EMS SYSTEM. A DESCRIPTION OF THE FOUR (4) MODES ARE AS FOLLOWS: A) OFF MODE: ALL LIGHTING IN THE ENTIRE INTERIOR OF THE STORE IS TURNED OFF WITH THE EXCEPTION OF THE EXIT LIGHTS AND DIRECTIONAL EXIT LIGHTS. B) STOCKING MODE: THE DIMMING SYSTEM IS AT 50%. STAGE 1 SALES FLOOR LIGHTING ONE NIGHT LIGHT AND 2 SALES FLOOR LIGHTING THE NEXT TO EVEN THE LAMP DEPRECIATION, THE OCCUPANCY SENSORS IN THE OFFICE PACKAGE ARE ENABLED I.E. THE LIGHTS IN INDIVIDUAL ROOMS WILL GO ON AND OFF AS PEOPLE ARE SENSED OR NOT SENSED, STOCKING MODE IS ACTIVATED AND OVERRIDES THE OFF MODE WHEN THE MANAGEMENT TEAM PUTS THE BURGLAR ALARM IN THE PERIMETER MODE. C) SALES MODE THE DIMMING SYSTEM IS AT 100% AND THE OCCUPANCY SENSORS ARE ENABLED. ACTIVATED BY TIME CLOCK FUNCTION INTEGRAL TO THE EMS SYSTEM. D) SECURITY MODE: WHEN THE BURGLAR ALARM IS IN FULL ALARM ALL OF THE FIXTURES ON THE INTERIOR WILL BE TURNED ON. 2. THE EXTERIOR LIGHTS WILL BE CONTROLLED BY THE ASTRONOMIC TIME CLOCK FUNCTION INTEGRAL TO THE EMS SYSTEM SYSTEM AND PHOTO CELL, THE EXTERIOR LIGHTING WILL BE TURNED ON AT DUSK AND TURNED OFF AT DAWN. 3. THE STORE SIGNAGE IS TO BE INDEPENDENTLY CONTROLLED BY THE ASTRONOMIC TIME CLOCK FUNCTION INTEGRAL TO THE EMS SYSTEM AND PHOTO CELL. SIGNAGE IS TURNED ON AT OPENING AND TURNED OFF AT CLOSURE UNLESS OVERRIDDEN BY SEASONAL CONSIDERATIONS. 4. SITE POLE SECURITY LIGHTING TO BE CONTROLLED BY THE PHOTO CELL. THE LIGHTING WILL BE TURNED ON AT DUSK AND OFF AT DAWN. ITEM PART # DESCRIPTION 1 LCB -LX EMS CONTROLS CONTROLLER BOX BY OWNER A LCM EMS CONTROLS LIGHT CONTROL MODE BY OWNER A RIB2401D ENCLOSED PILOT RELAYS, FUNCTION DEVICE INC. BY OWNER A K41210 PHOTOCELL SENSOR - INTERMATIC BY OWNER job no.: 17-027 BURGLAR ALARM CUSTOMER SECURITY INTERFACE BY OWNER DLC DIMMING LIGHT CONTROLLER BY OWNER 1-1/2" X 1-1/2" CHANNEL OR STRUG GALVANIZED DOUBLE NUT WITH WASHERS 2 CONDUIT SUPPORT DETAIL E501 SCALE: NONE RECEIVED CITY OF TUKWILA AUG 1 1 2017 PERMIT CENTER 1 Engineering Associates, inc Consulting Engineers Phone: 602.992.3900 Fax: 602.992.1541 809 W. Maryland Ave. Phoenix M. 85013 jamie@tiglaseng.com TEA#16201 E02 ?S. WC SAKE REINDERSMA ARCHITECT 5450 e. high street suite: 200 phoenix, arizona 85255 p: 480.515.5123 www.sra360.com as a) date: 8-10-2017 issued for: PERMIT SUBMITTAL revision no.: date: A A A A job no.: 17-027 sheet titlEMS DIAGRAM DETAILS AND SCHEDULES sheet no.: 013 501 ( J PANEL LABEL MSB issued for: PERMIT SUBMITTAL VOLTAGE PHASE WIRE A 480/277 A MAIN CIRCUIT BREAKER MAIN LUGS ONLY SUB FEED LUGS FEED THROUGH LUGS ASSEMBLY PROVIDED 800 SURFACE PANEL MOUNTING BUS AMP RATING- 800 3 60 PANEL LOCATION- SEE PLAN 4 PANEL NEUTRAL BUS MINIMUM AIC RATING 65,000 GROUND BUS ELECTRIC POWERWALL BY F&D YES VOLTAGE 480 SCHNEIDER CIRCUIT DESCRIPTION LOAD (KVA) BREAKER CKT PH CKT BREAKER LOAD (KVA) CIRCUIT DESCRIPTION A B C AMP POLE AMP POLE A B C RTU-1(LARGEST MOTOR AT 125%) 11634 .' 45 3 1 A 2 45 3 10117 r. RTU -2 1 1 540 11634 - .RECEIVING DESK DOCK LIGHTS TELEPHONE BOARD 3 B 4 20 20 1 1 r 10117 20 1 5 11634 6 20 5 C 6 SUMP PUMP P-1 1167 s 10117 20 RTU -3 10117 A 45 3 7 A 8 45 3 10117 .. RTU -4 20 20 1 1 10117f`.,�.µ �-3 10117 10 12 20 20 9 11 B C 10 12aN" 'SPARE SPARE SPARE x ,�,�rc, .".r`7aS.5+4+eX4 10117 x'10117 Fx "a 20 RTU -5 10117 a" .,;;�a' f 45 3 13 A 14 45 3 10117 rk�- r* ,x RTU -6 A B E4� t BUSSED SPACE 10117 ; � �,TMw 10„,awe` 117 45 3 15 17 19 6 C A 16 18 20 45 3 -:,�- �L�. �� 10117 10117 � .a 10117 RTU -8 SPACE � RTU -7 10117 � T 10117 z 19 A 21 B 22 LIGHTING SALES FLOOR . BUSSED SPACE SPARE 10117 20 1 20 10117 21 B 23 C 24 BUSSED SPACE .�,:'",� 10117 '- RTU -9 10111 7 20 45 3 25 A 26 30 3 6263 TOTALS RTU -10 373 528 10117 ; 20 540 27 B 28 20 TOTAL KVA 4.6 1707 733 2148 4588 6263 TOTAL AMPS 12.7 20 e,N? 10117 25 A 29 C 30 1 �'' _F3. 7 �� s. 6263 LIGHTING SALES FLOOR RTU -11 6263 �' ,.�- 30 3 31 A 32 30 3 6263 Ea RTU -12 SPARE 6263 t TM 2494 20 33 B 34 30 20 r 6263 28 15 SPARE srr3 6263 rr^... ams � ,,� �i ;�: 20 35 C 36 32 30 n>r 6263 8310 RTU -13 4095 } w a 20 3 37 A 38 30 3 w SPD 1 8310 4095 TRACK LIGHTING DISPLAY RECEPT- CREDIT KIOSK x 1731 39 B 40 C 36 34 20 8310 :^m � , SPARE 4095 1385 r30 �.� �� 41 C 42 A 38 1 3 ,.;„. , -' XFMR TL1 (PANELS L1/L3) 11058 ` 45 3 43 A 44 70 3 8747 40 XFMR TL4 (PANELS L4/L2) 8310 SPARE 12030. r SPARE SPARE TOTALS 45 B 46 B 40 m i 11913 ` { 8038 1 A PHASE B PHASE C PHASE TOTAL KVA SPARE SPARE 9360 TOTAL KVA 123.1 41583 41698 39801 123082 47 C 48 GFCI = GFCI CIRCUIT BREAKER, HLO= HANDLE LOCK ON DEVICE, HPL PERMANENTLY INSTALLEDHANDLE PADLOCK ATTACHMENT TO LOCK BREAKER IN OPEN POSITION 42 BUSSED SPACE 1 nfi ; & 49 A 50 800 3 GFCI = GFCI CIRCUIT BREAKER, HLO= HANDLE LOCK ON DEVICE, HPL PERMANENTLY INSTALLEDHANDLE PADLOCK ATTACHMENT TO LOCK BREAKER IN OPEN POSITION "n GENERATOR INPUT C/B BUSSED SPACE rc x+ �-,..�. 51 53 B C 52 54 GFCI = GFCI CIRCUIT BREAKER, HLO= HANDLE LOCK ON DEVICE, HPL PERMANENTLY INSTALLEDHANDLE PADLOCK ATTACHMENT TO LOCK BREAKER IN OPEN POSITION ; ,,,s BUSSED SPACE PANEL H1 41583 rV 200 3 55 A 56 u a BUSSED SPACE 41698 w„” 57 B 58 ., BUSSED SPACE 39801 59 C 60 BUSSED SPACE TOTALS 115101 116188 111621 61741 64907 61032 A PHASE B PHASE C PHASE TOTAL KVA TOTAL KVA 530.6 176842 181095 172653 530590 TOTAL AMPS 638.2 PANEL LABEL L2 issued for: PERMIT SUBMITTAL VOLTAGE PHASE WIRE A 208/120 A MAIN CIRCUIT BREAKER MAIN LUGS ONLY SUB FEED LUGS FEED THROUGH LUGS 150 SURFACE PANEL MOUNTING BUS AMP RATING- 60 3 60 PANEL LOCATION- SEE PLAN 4 FULL PANEL NEUTRAL BUS MINIMUM AIC RATING 10,000 GROUND BUS YES VOLTAGE 208 CIRCUIT DESCRIPTION LOAD (KVA) BREAKER CKT PH CKT BREAKER LOAD (KVA) CIRCUIT DESCRIPTION A B C AMP POLE AMP POLE A B I C SPARE 470 -x � � :; 20 20 1 1 1 3 A B 2 4 20 20 1 1 540 � � t 360 - .RECEIVING DESK DOCK LIGHTS TELEPHONE BOARD s 373 UNIT HEATER UH -1 20 20 1 1 528 20 1 5 C 6 20 1 EXTERIOR LIGHTS 1620 QC J -BOX SUMP PUMP P-1 1167 20 20 20 1 7 A 8 20 1 ` * SPARE SPARE < �ri^-p�; w i� 20 20 1 1 9 11 B C 10 12 20 20 1 1 , tip= x -,�.�� 'SPARE SPARE SPARE SPARE 3491 20 20 20 1 1 13 15 A B 14 16 LIGHTING SALES FLOOR 4323 r fi - BUSSED SPACE SPARE ,: A B E4� t BUSSED SPACE SPARE 1 1 3000 z � , x 20 1 17 C 18BUSSED , SPARE x SPACE � SPARE 20 � T 20 1 19 A 20 1 SPARE LIGHTING SALES FLOOR . BUSSED SPACE SPARE - 20 1 20 1 21 B 22 17 C BUSSED SPACE SPARE '- yy ,. � � ;.� 20 1 23 C 24 20 1 20 BUSSED SPACE TOTALS 1167 373 528 SPARE 4658 20 540 360 1620 BUSSED SPACE A PHASE B PHASE C PHASE TOTAL KVA 24 20 TOTAL KVA 4.6 1707 733 2148 4588 2709 TOTAL AMPS 12.7 20 GFCI = GFCI CIRCUIT BREAKER, HLO= HANDLE LOCK ON DEVICE, HPL PERMANENTLY INSTALLEDHANDLE PADLOCK ATTACHMENT TO LOCK BREAKER IN OPEN POSITION EMS EMS EMS EMS EMS EMS EMS EMS EMS EMS EMS EMS EMS EMS EMS EMS EMS PANEL LABEL H1 issued for: PERMIT SUBMITTAL VOLTAGE PHASE WIRE A 480/277 A MAIN CIRCUIT BREAKER MAIN LUGS ONLY SUB FEED LUGS FEED THROUGH LUGS 150 SURFACE PANEL MOUNTING BUS AMP RATING- 225 3 225 PANEL LOCATION- SEE PLAN 4 FULL PANEL NEUTRAL BUS MINIMUM AIC RATING 25,000 GROUND BUS YES VOLTAGE 480 CIRCUIT DESCRIPTION LOAD (KVA) BREAKER CKT PH CKT BREAKER LOAD (KVA) CIRCUIT DESCRIPTION A B C AMP POLE AMP POLE A B C EXTERIOR LIGHTS 470 = 20 1 1 A 2 30 3 3880 a ' COMPACTOR EXTERIOR LIGHTS s 450 t r_` 3134 20 20 1 1 3 5 B C 4 6 1 4 750 3880 t 3880 AUTO DOOR EXTERIOR LIGHTS LIGHTING SALES FLOOR 2660 _ 20 20 1 7 A 8 20 1 360 ` SPARE LIGHTING SALES FLOOR 528 3658 �ri^-p�; w 20 1 9 B 10 20 1� 1000 1 498 # x -,�.�� OFFICE LIGHTING SPARE LIGHTING SALES FLOOR 20 3491 20 1 11 C 12 20 1 LIGHTING SALES FLOOR 4323 �. >,aF��- � r � 20 20 1 1 13 15 A B 14 16 20 20 1 1 3000 z � , x ��_ �;, WATER HEATER WH -1 LIGHTING SALES FLOOR 4186 , SPARE LIGHTING SALES FLOOR 500 3793 20 1 17 C 18 20 1 20 1 SPARE LIGHTING SALES FLOOR 3201 v - 20 1 19 A 20 20 1 17 C SPARE LIGHTING SALES FLOOR '- 4679 � � ;.� 20 1 21 B 22 20 1 20 - r�� ,��; SPARE SPARE LIGHTING SALES FLOOR BUSSED SPACE SPARE 4658 20 1 23 C 24 20 1 LIGHTING SALES FLOOR 2709 ^v .z t�a�J � t�M �* � „ 20 1 25 A 26 20 1 1 �'' _F3. 7 �� s. SPARE LIGHTING SALES FLOOR 1 2328 20 1 27 B 28 20 1 20 1 23 SPARE LIGHTING SALES FLOOR 200.' ' 2494 20 1 29 C 30 20 1 1140 28 15 SPARE LIGHTING SALES FLOOR 3335 rr^... ams � ,,� �i ;�: 20 1 31 A 32 30 3 .� 8310 FORKLIFT CHARGER LIGHTING STOK ROOM 20 20 4399 20 1 33 131A32 34 20 1 8310 TRACK LIGHTING DISPLAY RECEPT- CREDIT KIOSK x 1731 20 1 35 C 36 34 20 8310 :^m � , SPARE TRACK LIGHTING DISPLAY 1385 r30 �.� �� 20 1 37 A 38 1 3 ,.;„. , -' 8310 ,. FORKLIFT CHARGER SPARE ter xis i 20 20 1 1 39 41 B C 40 42 40 x 8310 SPARE 8310 r SPARE SPARE TOTALS 18083 (19700 19301 39 B 40 23500 21998 20500 1 A PHASE B PHASE C PHASE TOTAL KVA SPARE SPARE TOTALS TOTAL KVA 123.1 41583 41698 39801 123082 5498 TOTAL AMPS 148.0 41 GFCI = GFCI CIRCUIT BREAKER, HLO= HANDLE LOCK ON DEVICE, HPL PERMANENTLY INSTALLEDHANDLE PADLOCK ATTACHMENT TO LOCK BREAKER IN OPEN POSITION GFCI PANEL LABEL L3 issued for: PERMIT SUBMITTAL VOLTAGE PHASE WIRE A 208/120 A MAIN CIRCUIT BREAKER MAIN LUGS ONLY SUB FEED LUGS FEED THROUGH LUGS 150 SURFACE PANEL MOUNTING BUS AMP RATING- 60 3 60 PANEL LOCATION- SEE PLAN 4 FULL PANEL NEUTRAL BUS MINIMUM AIC RATING 10,000 GROUND BUS YES VOLTAGE 208 CIRCUIT DESCRIPTION LOAD (KVA) BREAKER CKT PH CKT BREAKER LOAD (KVA) CIRCUIT DESCRIPTION A B C AMP POLE AMP POLE A B C VENDING 1000 ' < 20 1 1 A 2 20 1 180 � � '' : RECEPT. COFFEE MACHINE : 1500 SPARE 20 1 3 B 4 20 1 4 750 ..i C,} � �-- AUTO DOOR ICE MAKER `, QC J -BOX 1620.QC J -BOX ` 600 20 1 5 C 6 20 1 ,., 360 750 AUTO DOOR UNIT HEATER UH -2 528 'a r 20 1 7 A 8 20 1 1000 SIGN VENDING SECURITY PEDESTAL 20 360 9 20 1 9 B 10 20 1 - 1080 t- -- QC J -BOX QC J -BOX 11 540 20 1 11 C 12 20 1 �,,� �: r 200 PUBLIC VIEW MONITOR HEAT TRACE - ROOF HYDRANT 500 , 1 20 1 13 A 14 200 { ;SN.': 20 1 - BUSSED SPACE SPARE; 1 1200 1 20 1 15 6 16 17 C 18 20 _,; BUSSED SPACE SPARE ^. "` 750 20 1 17 C 18 20 20 1 180 20 BUSSED SPACE SPARE = + - ' ;: 20 1 19 A 20 20 1 x '? 1200v ti3 - BUSSED SPACE SPARE 540 x 20 1 21 B 22 1 23 7 QC J -BOX REGISTER J -BOX BUSSED SPACE SPARE - 540 RECEPT. - CORR. 2/ BREAK ROOM 20 1 23 C 24 200.' ' EMS REGISTER J -BOX ' ; ii BUSSED SPACE TOTALS 2028 1860 1140 28 15 2 1180 1830 950 EWH 1 A PHASE B PHASE C PHASE TOTAL KVA 20 540 TOTAL KVA 9.0 3208 3690 2090 8988 29 TOTAL AMPS 24.9 30 GFCI = GFCI CIRCUIT BREAKER, HLO= HANDLE LOCK ON DEVICE, HPL PERMANENTLY INSTALLEDHANDLE PADLOCK ATTACHMENT TO LOCK BREAKER IN OPEN POSITION GFCI EMS EMS EMS PANEL LABEL L1 issued for: PERMIT SUBMITTAL VOLTAGE PHASE WIRE A 208/120 A MAIN CIRCUIT BREAKER MAIN LUGS ONLY SUB FEED LUGS FEED THROUGH LUGS 150 SURFACE PANEL MOUNTING BUS AMP RATING- 150 3 job no. : 17-027 PANEL LOCATION- SEE PLAN 4 FULL PANEL NEUTRAL BUS MINIMUM AIC RATING 10,000 GROUND BUS YES VOLTAGE 208 CIRCUIT DESCRIPTION LOAD (KVA) BREAKER CKT PH CKT BREAKER LOAD (KVA) CIRCUIT DESCRIPTION A B C AMP POLE AMP POLE A B C EF -1 300 }c { 20 1 1 A 2 20 2 1200 r ',. SIGN SPARE ..Y. .tib ;,., � �.. �xSC?y+v4.t. _,.�;_- 20 1 3 B 4 4 20 ..i C,} � �-- 1200 1080 ' `, QC J -BOX 1620.QC J -BOX - C J -BOX P h„.,�r= 540 20 1 5 C 6 20 1 20 360 QUAD RECEPT. QC J -BOX 540 20 1 7 A 8 20 1 720 > SECURITY PEDESTAL SIGN 1200 $ 20 1 9 B 10 20 1 ?gra 1080 .;H QC J -BOX P SPARE �._ zt. .ter.,, .. �- 20 1 11 C 12 20 1 .ls „_ ,.,.._,,_,_ .,. 720 QUAD RECEPT. QC J -BOX 2160 �,,� �: 20 1 13 A 14 20 1 1080 '' -�`; � QC J -BOX PUBLIC VIEW MONITOR TELEVISION - BREAK ROOM 200 { ;SN.': 20 1 15 B 16 20 1 1200 1 SIGN AUTO DOOR A 750 20 1 17 C 18 20 1 sx? x 1200 SIGN AUTO DOOR 750 20 1 19 A 20 20 1 180 20 RECEPT.REGISTER J -BOX = 540 ? 20 1 21 B 22 20 1 x '? 1200v w SIGN REGISTER J -BOX 540 20 1 23 C 24 20 1 23 1620 QC J -BOX REGISTER J -BOX 54020 ` - 540 RECEPT. - CORR. 2/ BREAK ROOM 1 25 A 26 20 1 200.' ' EMS REGISTER J -BOX �x .rs w � , 540 �..,,.w„. 20 1 27 B 28 15 2 _: 1000 e: ,. M... EWH 1 SIGN 20 540 20 1 29 C 30 SPARE 1000 20 20 RECEPT- IRRIGATIONCONTROL 180 w 20 131A32 1 1 20 1 _ SPARE RECEPT- CREDIT KIOSK 180 20 1 33 B 34 20 1 } � , SPARE SPARE a - 20 1 35 C 36 20 1 20 SPARE SUBFEED - PANEL L3 3208 � �ru ��r 60 3 37 A 38 20 1 40 x � SPARE r SPARE 35 3690 3 2148 39 B 40 20 1 �� 1 -� ,, SPARE SPARE TOTALS 5867 2090 5498 41 C 42 30 1 A PHASE B PHASE C PHASE TOTAL KVA & TOTALS 7678 6350 4460 TOTAL AMPS 79.7 GFCI = GFCI CIRCUIT BREAKER, HLO= HANDLE LOCK ON DEVICE, HPL PERMANENTLY INSTALLEDHANDLE PADLOCK ATTACHMENT TO LOCK BREAKER IN OPEN POSITION 3380 5680 4900 A PHASE B PHASE C PHASE TOTAL KVA TOTAL KVA 32.4 11058 12030 9360 32448 TOTAL AMPS 90.1 GFCI = GFCI CIRCUIT BREAKER, HLO= HANDLE LOCK ON DEVICE, HPL PERMANENTLY INSTALLEDHANDLE PADLOCK ATTACHMENT TO LOCK BREAKER IN OPEN POSITION HLO HPL GFCI HLO HLO HLO HLO EMS EMS EMS PANEL LABEL L4 issued for: PERMIT SUBMITTAL VOLTAGE PHASE WIRE A 208/120 A MAIN CIRCUIT BREAKER MAIN LUGS ONLY SUB FEED LUGS FEED THROUGH LUGS 150 SURFACE PANEL MOUNTING BUS AMP RATING- 150 3 job no. : 17-027 PANEL LOCATION- SEE PLAN 4 FULL PANEL NEUTRAL BUS MINIMUM AIC RATING 10,000 GROUND BUS YES VOLTAGE 208 CIRCUIT DESCRIPI N LOAD (KVA) BREAKER CKT PH CKT BREAKER LOAD (KVA) CIRCUIT IT DESCRIPTION A B C AMP POLE AMP POLE A B C SECURITY PANEL 200 20 1 1 A 2 20 1 1360 , .r x RECEPT. - TRAINING/CEM RECEPT. - CASH/TRAIN/CEM 1080 «' ' 20 1 3 B 4 20 1 1080 ' `, QC J -BOX 1620.QC J -BOX TELEVISION BREAK ROOM � r w 600 20 1 5 C 6 20 1 MICROWAVE - BREAK ROOM 1500 20 1 7 A 8 20 1 360 y' -` , x VAULT RECEPT. MICROWAVE- BREAK ROOM 1500 20 1 9 B 10 20 1 180 VR RECEPT - VAULTLT REFRIGERATOR - BREAK ROOM 750 20 1 11 C 12 20 1 r „c 200 FACP HAND DRYER - MENS 1200 e 20 1 13 A 14 20 1 1000 r - VENDING - BREAK ROOM TELEVISION - BREAK ROOM 900 4 20 1 15 B 16 20 1 1260 RECEPT. - CEM/ ASSIST./ BREAK ROOM VENDING- BREAK ROOM kx ,- 1000 20 1 17 C 18 20 1 180 VAULT RECEPT. PORTABLE AC PAC -1 1260 20 1 19 A 20 20 1 600 Wf EWC - CORR. 1 RECEPTS - DATA RACK_, 880 30 1 21 B 22 20 1 1200 HAND DRYER - WOMENS RECEPTS - DATA RACK - - - 1000 20 1 23 C 24 20 1 ` - 540 RECEPT. - CORR. 2/ BREAK ROOM SPARE s z - 20 20 1 1 25 27 A B 26 28 20 20 1 1 720 {_ - 900,,,:„RECEPTS/EF RECEPTS - RR'S/JAN. / DATA CCTV - CASH/ VAULT 200^ - WORK ROOM SPARE SPARE 20 1 29 C 30 20 1 SPARE m 20 20 1 1 31 33 A B 32 34 20 20 1 1 ` SPARE < SPARE SPARE - r SPARE ?-y _ 20 1 26 C 36 20 1 q :' SPARE SUBFEED - PANEL L2 1707 60 3 37 A 38 20 1 r SPARE 733 r 3 39 B 40 20 1 r SPARE 3 2148 41 C 42 20 1 w SPARE TOTALS 5867 7293 5498 2880 4620. 2540 A PHASE B PHASE C PHASE TOTAL KVA TOTAL KVA 28.7 8747 11913 8038 28698 TOTAL AMPS 79.7 GFCI = GFCI CIRCUIT BREAKER, HLO= HANDLE LOCK ON DEVICE, HPL PERMANENTLY INSTALLEDHANDLE PADLOCK ATTACHMENT TO LOCK BREAKER IN OPEN POSITION 1 HLO HLO HLO GFCI HLO GFCI HPL RECEIVED CITY OF 1 UKWILA AUG 112017 PERMIT CENTER Engineering Associates, inc Consulting Engineers SAKE REINDERSMA ARCHITECT 5450 e. high street suite: 200 phoenix, arizona 85255 p: 480.515.5123 www.sra360.com Phone: 602.992.3900 fax: 602.992.1541 809 W. Maryland Ave. Phoenix, AL 85013 jamie@tigiaseng.co e?M TEA #16201 PSoP '' 4' U O 4-' 0 U BOG 00 W ev;imekD 4-' U 4) O C- 0. 0. EM CD Din= CD had Erma c,D meg CD as CD egs Edam fan PIM date: 8-10-2017 issued for: PERMIT SUBMITTAL revision no.: date: A A job no. : 17-027 sheet title: PANEL SCHEDULES sheet no.: A 0