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HomeMy WebLinkAboutPermit D17-0336 - IMPACT PUBLIC SCHOOLS - NEW CHARTER ELEMENTARY SCHOOLIMPACT PUBLIC SCHOOLS 3438 S 148 ST D17-0336 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 111.2 of the 2015 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: Occupant/Tenant: Building Address: Parcel No.: Property Owner: D17-0336 Impact Public Schools 3438 S 148th St 004000-1025 3400 S 148th Street LLC 3438 S 148th St Tukwila, WA 98168 Use: Occupancy Group/Division: Type of Construction: Automatic Sprinkler System: Design Occupant Load: School A, B, E, S II -B Provided: Yes Required: Yes 582 fight, Buil• ing Official Date7/2//7 THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Parcel No: Address: 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 0040001025 3438 S 148TH ST DEVELOPMENT PERMIT Project Name: IMPACT PUBLIC SCHOOLS Permit Number: D17-0336 Issue Date: 3/29/2018 Permit Expires On: 9/25/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: SOKA GAKKAI INTERNATIONAL 3438 S 148TH , SEATTLE, WA, 98168 ANNA JOHNSON, WCSD Phone: (206) 832-8515 210 S HUDSON ST, SEATTLE, WA, 98134 JOHN KORSMO CONSTRUCTION INC PO BOX 1377 , TACOMA, WA, 98401 JOHNKCI126BE RAZA Address: 1 EAST WASHINGTON ST, STE 2250 , PHOENIX, AZ, 85004 Phone: (253) 582-6712 Expiration Date: 1/1/2020 DESCRIPTION OF WORK: REMODEL AN EXISTING COMMUNITY CENTER/AUDITORIUM BUILDING TO CREATE A NEW CHARTER ELEMENTARY SCHOOL. THE FIRST PHASE OF THE PROJECT, THE WORK WILL BE LIMITED TO THE FIRST FLOOR OF THE 3 STORY BUILDING. WORK WILL INCLUDE: CONSTRUCTION OF 10 CLASSROOMS WITHIN THE FORMER AUDITORIUM, CONVERSIOON OF A STORAGE AREA TO A WARMING/SERVING KITCHEN, AND RECONFIGURATION OF A MEETING ROOM & OFFICE ARE TO BETTER MEET THE SCHOOL'S NEEDS. NEW WINDOW OPENINGS CUT INTO THE EXTERIOR WALLS WILL PROVIDE DAYLIGHT FOR THE CLASSROOMS. MECHANICAL SYSTEMS SERVING THE CLASSROOM AREA WILL BE REPLACED (BY DEFERRED PERMIT). PUBLIC WORKS ACTIVITIES INLUDE - CB SOLID LID, STREET USE, TRAFFIC CONTROL, CROSS WALK STRIPING, CURB CUT, AND ON-SITE PAVING. Project Valuation: $1,506,500.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $75,543.86 Occupancy per IBC: E Water District: 125 Sewer District: VALLEY VIEW 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: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: 1 Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: 1 Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 1 No Permit Center Authorized Signature: 6// Date: 03/-40 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Date: 3 - g1. 1'4 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: ***PUBLIC WORKS PERMIT CONDITIONS*** 2: 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. 3: 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. 4: 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. 5: 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. 6: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 7: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 8: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify Public Works Inspector before 12:00 Noon on Friday preceding any weekend work. 9: Any material spilled onto any street shall be cleaned up immediately. 10: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 11: Prior to issuance of this permit, Owner/Applicant shall provide a Traffic Concurrency Certificate Application and pay $3,000.00 under PW permit C18-OXXX. Fee based on between 40,001 and 50,000 sq. ft. of gross floor area (GFA) of Institutional Use (School). 12: Prior to issuance of this Building permit the Owner/Applicant shall pay a Transportation Impact Fee in the amount of $56,244.13. Transportation Impact Fee based on Trip Generation Analysis by Heffron Transportation, Inc., dated August 28, 2017. 13: Prior to issuance of permit, Owner/Applicant shall sign w/Notary a Hold Harmless Agreement for work within the Public right-of-way. 17: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 14: 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) 15: 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) 16: 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) 18: Maintain fire extinguisher coverage throughout. 19: 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) 20: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 21: 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) 22: 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) 23: 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) 24: 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) 25: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit hardware. (IFC 1010.1.10) 26: 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) 27: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 28: 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) 32: 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) 30: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 29: 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). 33: The fire department connection (FDC) shall have a downward angle bend between 22.5 and 45 degrees, with a 5-inch Storz fitting(s) and Knox FDC locking Storz cap. (City Ordinance #2436) 34: The height of fire department connections (FDC's) shall be 36 to 48 inches above grade. 35: Fire department connections (FDC's) shall be oriented in the direction of fire apparatus access, have a 4 foot clear space in front and to the sides of the connection, be appropriately signed, have the building address served by the FDC stenciled vertically in 3-inch high white numbers on a "safety red" background directly beneath the hose connection facing the direction of vehicular access, and protected from potential vehicular damage. 36: Post Indicator Valves (PIV's) shall have the building address served by the PIV stenciled vertically in 3-inch high white numbers on a "safety red" background, facing the direction of vehicular access. (City Ordinance #2436) 37: 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. 39: 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. 48: Local U.L. central station supervision is required. (City Ordinance #2437) 47: The fire alarm system shall also include a voice evacuation system. 40: 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) 38: 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) 41: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 42: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 43: 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. 46: In other than Group 1-3, curtains, draperies, fabric hangings and other similar combustible decorative materials suspended from walls or ceilings shall comply with Section 807.4 and shall not exceed 10 percent of the specific wall or ceiling area to which they are attached. (IFC 807.1) Where required to exhibit improved fire performance, curtains, draperies, fabric hangings and other similar combustible decorative materials suspended from walls or ceilings shall be tested by an approved agency and meet the flame propagation performance criteria of Test Method 1 or Test Method 2, as appropriate, of NFPA 701 or exhibit a maximum rate of heat release of 100 kW when tested in accordance with NFPA 289, using the 20 kW ignition source. Reports of test results shall be prepared in accordance with the test method used and furnished to the fire code official upon request. (IFC 807.4) 31: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 44: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 45: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 49: ***BUILDING PERMIT CONDITIONS*** 50: 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. 51: 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. 52: 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. 53: 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. 54: 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. 55: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 56: 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. 57: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 58: Structural Observations in accordance with I.B.C. Section 1709 is required. At the conclusion of the work included in the permit, the structural observer shall submit to the Building Official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved. 59: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 60: 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. 61: 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. 62: 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). 63: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 64: 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. 65: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 5000 CURB, ACCESS, SDW 0611 EMERGENCY LIGHTING 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 5230 PAVING AND RESTORE 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON 0603 ROOF/CEILING INSUL 4027 SI -COLD -FORM WELD 4046 SI-EPDXY/EXP CONC 4025 SI -STEEL CONST 4026 SI-STRUCT STEEL 4004 SI -WELDING 5090 STORM DRAINAGE 5100 STREET USE 0406 SUSPENDED CEILING 0412 UNDERFLOOR FRAMING CITY OF TM. A Community Development Department Public Works Department Permit Center .6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Building Pelt No. Dn —0r1%tP Project No. Date Application Accepted: I Date Application Expires: 11 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 0040001025 Site Address: 3438 S 148th Street; Tukwila, WA 9,8168 Suite Number: Floor: Tenant Name: Impact Public School PROPERTY OWNER Name: Anna Johnson, WCSD Name: 3400 S 148th Street LLC Address: 210 S Hudson Street Address: 4800 S 188th Street City: Seattle State: WA City: Seatac State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Anna Johnson, WCSD Address: PO Box 1377 Address: 210 S Hudson Street City: Tacoma State: WA City: Seattle State: WA Zip: 98134 Phone: (206) 832-8515 Fax: Contr Reg No.: JOHNKCI126BE Exp Date: 01/01/2020 Email: anna@washingtoncarter.org Phone: (206) 441-4522 Fax: GENERAL CONTRACTOR INFORMATION Company Name: Korsmo Construction Address: PO Box 1377 Address: 2124 Third Avenue South, Suite 100 City: Tacoma State: WA . Zip: 98401 Phone: (253) 582-6712 Fax: (253) 582-6788 Contr Reg No.: JOHNKCI126BE Exp Date: 01/01/2020 Tukwila Business License No.: Phone: (206) 441-4522 Fax: II: \ Applications \Forms -Applications On Line\2011 Applications \Permit Application Revised - 8-9-11.docx Rcviscd: August 2011 bh New Tenant: ® Yes ❑ ..No ARCHITECT OF RECORD Company Name: Swenson Say Faget Company Name: NAC Architecture Address: 2124 Third Avenue South, Suite 100 Architect Name: Philip Riedel Phone: (206) 443-6212 Fax: Address: 2025 1st Ave, Suite 300 City: Seattle State: WA Zip: 98121 Phone: (206) 441-4522 Fax: Email: priedel@nacarchitecture.com ENGINEER OF RECORD Company Name: Swenson Say Faget Engineer Name: Zane Kanyer Address: 2124 Third Avenue South, Suite 100 City: Seattle State: WA Zip: 98121 Phone: (206) 443-6212 Fax: Email: zkanyer@ssfengineers.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: RAZA Address: 1 East Washington Street, Suite 2250 City: Phoenix State: AZ Zip: 85004 Page 1 of 4 BUnLDING PERMIT INFORMATI( ' 206-431-3670 Valuation of Project (contractor's bid price): $ 1,500,000 Existing Building Valuation: $ 5,950,000 Describe the scope of work (please provide detailed information): The project will remodel an existing community center / auditorium building to create a charter elementary school. In this first phase of the project, the work will be limited to the first floor of the 3 story building. Work will include: construction of 10 classrooms within the former auditorium, conversion of a storage area to a warming/serving kitchen, and reconfiguration of a meeting room & office area to better meet the school's needs. New windows openings cut intothe exterior walls will provide daylight for the classrooms. Mechanical systems serving the classroom area will be replaced (by deferred permit). Will there be new rack storage? . ❑ Yes ®.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 92 Compact: 68 Handicap: 8 Will there be a change in use? Yes ❑ No If "yes", explain: refer to CUP# L17-0049 FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers IZI 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. 11:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 15,376 12,310 IIB E + B 2°d Floor 3,999 0 IIB B 3`d Floor 4,603 0 IIB B Floors thru Basement 15,376 0 IIB S-2 Accessory Structure* 0 Attached Garage •0 Detached Garage 0 Attached Carport 0 Detached Carport 0 Covered Deck 0 Uncovered Deck 0 PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 92 Compact: 68 Handicap: 8 Will there be a change in use? Yes ❑ No If "yes", explain: refer to CUP# L17-0049 FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers IZI 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. 11:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INF( IATION — 206-433-0179 Scope of Work (please provide detailed information): N/A Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ...Valley View ❑...Sewer Availability Provided 0 .: Highline ❑ .. Renton 0 .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System'— For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") . ❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report 0 ...Traffic Impact Analysis • ❑ ...Bond 0 .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreement(s) 0 ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 ' Non Right-of-way 21 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer 0 .. Abandon Septic Tank ❑ ...Cap or Remove Utilities 0 .. Curb Cut 0 ...Frontage Improvements 0 .. Pavement Cut ❑ ...Traffic Control . 0 .. Looped Fire Line 0 ...Backflow Prevention - Fire Protection " Irrigation Domestic Water ❑ .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑...Deduct Water Meter Size ❑....Sewer Main Extension Public 0 Private ❑ ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip 11:\ Applications \Fonts -Applications On Lino \2011 Applications\Permit Application Rcviscd - 8-9-11.doca Rcviscd: August 2011 bh Page 3 of 4 PEii2MIT APPLICATION NOTES —J 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). 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN R AU ZED AGENT: i/V Signature: Print Name: vd1 h /,!gym Mailing Address: 4800 S 188th Street Date: Day Telephone: Z404, -351L- L3 1)1 Seatac WA 98401 City State Zip f I I:Wpplications\Forms-Applications On Line \201 I ApplicationstPcrmit Application Revised - 8.9•I I.docx Revised: August 2011 bh Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME 111 eAc1 Puf'U c sty.co L PERMIT # (Co 3X38 s, 1,r2 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 Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. SAir 4 do -el 06)0 C. 2.0% of amount over $100,000, but Tess 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 cubic yards Enter total fill volume — cubic yards $250 (1) $ /(a2— ! (4) Use the following table to estimate the grading plan review fee. Use the reater of the excavation and fill volumes. 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 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 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 TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION so (1+4+5) $ 4 (Z — (5) 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 02/21/17 1 1 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) 7. Pavement Mitigation Fee 50 $ / o2- (6) 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 (7) 8. GRADING Permit Issuance/Inspection Fee $ (8) 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 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 02/21/17 2 $ $ .=. (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 Al Total A through E $ (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 $ 561 2.44 %= I. Other Fees $ 13 Total A through I $ S e, 24-+ (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 54' 4 (�- �= 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 01.01.2017-1231.2017 _.- Total Fee 0.75 $625 $6005 $6630 1 $1125 $15,01;,---- 15,01? $16,137.50 1.5 $2425_.$30;025 $32,450 2 $2825><$48,040 $50,865 3 $4425 / $9;080 $100,505 4 $7825 / $150,125 $157,950 6 $12525 / $300,250 $312,775 Approved 09.25.02 Last Revised 02/21/17 Temporary Meter 0.75" $300 2.5" $1,500 3 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $69.87 D17-0336 Address: 3438 S 148TH ST Apn: 0040001025 $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: R14970 R000.345.830.00.00 1.00 $67.83 $69.87 Date Paid: Wednesday, July 18, 2018 Paid By: J A ARGINSON Pay Method: CREDIT CARD 425242 Printed: Wednesday, July 18, 2018 9:45 AM 1 of 1 CSYSTEMS Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 07/18/2018 09:44:20 AM CREDIT CARD SALE VISA CARD NUMBER: **********0494 K TRAN AMOUNT: $69.87 APPROVAL CD: 425242 RECORD #: 000 CLERK ID: Rachelle X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy https://classic.convergepay.com/V irtualMerchant/transaction.do?dispatchMethod=printTra... 7/18/2018 Page 2 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 07/18/2018 09:44:20 AM CREDIT CARD SALE VISA CARD NUMBER: **********0494 K TRAN AMOUNT: $69.87 APPROVAL CD: 425242 RECORD #- 000 CLERK ID: Rachelle Thank you! Customer Copy https://clas c.convergepay.comNirtualMerchant/transaction.do?dispatchMethod=printTra... 7/18/2)18 Cash Register Receipt City of Tukwila • DESCRIPTIONS ACCOUNT ( QUANTITY : PAID PermitTRAK , $68,389.23 D17-0336 Address: 3438 S 148TH ST Apn: 0040001025 $68,389.23 DEVELOPMENT $11,011.62 PERMIT FEE R000.322.100.00.00 0.00 $11,007.12 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.S0 PUBLIC WORKS $56,819.13 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $162.50 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $162.50 TRAFFIC IMPACT FEE 8104.345.840.00.00 0.00 $56,244.13 TECHNOLOGY FEE $558.48 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14104 R000.322.900.04.00 0.00 $558.48 -$68,389.23 Date Paid: Thursday, March 29, 2018 Paid By: IMPACT PUBLIC SCHOOLS Pay Method: CHECK 20579 Printed: Thursday, March 29, 2018 11:26 AM 1 of 1 i?SYSTEMS Cash Register Receipt City of Tukwila .J. Receipt Number R13057 DESCRIPTIONS ACCOUNT 1 QUANTITY 'I; PAID PermitTRAK $7,154.63 D17-0336 Address: 3438 S 148TH ST Apn: 0040001025 $7,154.63 DEVELOPMENT $7,154.63 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R13057 R000.345.830.00.00 0.00 $7,154.63 7,154.63 Date Paid: Tuesday, December 19, 2017 Paid By: IMPACT PUBLIC SCHOOLS Pay Method: CHECK 20550 Printed: Tuesday, December 19, 2017 2:48 PM 1 of 1 CR'SYSTEMS INSPECTION RECORD D�7—©33 Retain a copy with permit D17-0334oINSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 Project: /PIFYier P1Bue s' e. Type of Inspection: 80 i_Din6. / 4'4LL. Address: V936 S, /09771 ST Date Called: - s. /A , /4 1 ' ,043&-7 Special Instructions: 5;`, s7rec, coNsT, S, f APcxy Civ/, Date Wanted: 6z. , 45 a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: A 6-A 8k< - f.-' i 54.67-7 it4COAtig Cif' '' T f ° -iee k ,7oA- e, -S: A S - ?Lc ,v.11-6. £ 'e---. - s. /A , /4 1 ' ,043&-7 o 0vi-4-i)/,W '4---- a?_ C'b,V77/VG4t A/O-PAC/Jai/ /73910 AA -4i, eemilo'-,f � 44,6' i'i' s' k-95" 6544-77fc770 ,e PI.d,U' �rfR-r- jo' Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO.'' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 \\1-03310 Project: l T c 1 Type of Ins ection:r 'VW \_ (/1 Vu `t Address: 24. S . \ 1.1%°-1- j Date Called: 1 P0 tt Special Instructions: Date Wanted: �h �� 1 I a.m. 1.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: W Al `Pact.) / a k L0 �.0n.a0 Q 6/ o ic.., W-ee) ckot•- O --‘41(VcArrA5 �6 v5 (.0 w, , �.L_ e7t C PD Mfr ;n . Out/ C tr Insp tori A Vu `t Dati -‘ i a REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cali 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 DI7-033CP Project: /MP/9er'//keL Type of Inspection: ggfriviiN6- e:›14-- vtAlDgoort- oR f! /w Address: 9-lig3 Si/Yerhls Date Called: eNK - AGor ii aA. Special Instructions: Date Wanted: g `aY /a m: p.m. Requester: Phone No: Approved per applicable codes. 1] Corrections required prior to appraval. COMMENTS: �k FR.414'' llkl Cr e:›14-- vtAlDgoort- oR f! /w ®k - !v/l-LL /N311 i7oi✓ eNK - AGor ii aA. Inspector: Date: 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 D1 7- o3 - 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: .s5:T cf--PL II(, Sc too is Type of Inspection: cc. -s 'Pao IIA Date: q0, Address: Date Called: Special Instructions: Date Wanted: Qs1 l3 lar �r. p.m. Requester: Phone No: aApproved per applicable codes. Corrections required prior to approval. COMMENTS: Two 1 s . "cto . .( nom- Date: q0, REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cali 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 I7-03$, Project: / �1IIWT 2HHc1-- Type of Inspection: swtwig tj ee LItiG. Address: 3q36 Si 1118 577 Date Called: Special Instructions: F '►�),AG 50-5I:etiaic 0 eKILI7G Date Wanted: 8--1a-18 a;... 4 Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: OK- So5Piatt240 L'> / LNG -- Inspector: Date: 46 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd., 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 D17-0336 Project: Arti c,* wb tic,' $ e �,�� Type of Inspection: o ScAs y ce.> % W, A'/3g S.re s: / L O Th SIt p Date Ca led:Special Instructions: Date Wanted: a.m. g_ 7- ZO/ p' _ Request -// dt. (grseti-tei Phone No: 7.---1— 4,--icaL/ ' Approved per applicable codes. L Corrections required prior to approval. COMMENTS: CL,04ffloorvis ex/ ,unA P.,Z 6.<raveif fiO Date:, / c29/K 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 b f 7- b336 Project: RL��5cheoLs Teof lnspec ion: 0/ 6 r Add 3Lj. £. He 647 Date Ca ed: Special Instructions: Date Wanted: g— 11— 7 /7 a.m. p.m. Requester: Phone No:V 1/147/ Zi-rai 0 Approved per applicable codes. orrections required prior to approval. COMMENTS: /sr b< -A4-1( cam/ ��. Inspector: Date REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Btvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Pig -0334 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Pert jAct:• Type Yf Inspe tion: S'trH �? c r.1-W►-�'►�7 w1 l iG I�5 Addres3:Date Called: 3Lag ,E. /q8-- ; Special Instruction/: l �01'-5 /nom �% .23 J 'Liz /5 Oj Date Wanted: l ir a.m: Requester: _JO &."1 Phone No: - Approved per applicable codes. COMMENTS: rv. 1%6 ECorrection • uired prior to approval. *s+roiviltal, /20A/0 ACM c ()tan/let Ileatsat. c 10 / 5,3 4asoees cietd ane. (v -ppri icy 13 cad c.vAd i n --- Q dam' L r � U Inspector: 7113 Date /f_ 2.0/i/ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. D17-03% INSPECTION RECORD Retain a copy with permi 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'ect: RAI I I )G &h ts Type of Inspection: r,S P -t, t it Address -rw 3y38SPig S-/-. Date Called: Special Instructions: Dateantgti: � 7- 9 -2L a.m. P.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: vr L! /hive_ tied v/ &J , 4g • 12VtCP 11)...ce.ffne, A NC;E.i raves c roD rvi 1070 r rLte Inspector's 2 ze 11 Da - 9- Do/ c( REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection, 1----5-7 INSPECTION RECORD ��������,,,, / Retain a copy with permit .P-za>3� 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 j t) 17-033 h Project:PLIBUCLCM1;015 Type of Inspection: 1� rte, Addre� 343R 5. /Y6 d: Date Called: CC.� A -Et. c4M- &(e Special Instructions: Date Wanted:a.m. x -25-Z6/ •• Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: r:PYA,4141.y F /1 AUt?� 1 / X010 L5-,3 CC.� A -Et. c4M- &(e re 0 1 /f1 roO W /07 41 /oo► csilutArY ins kJ ..4-0 n tU c., -Cf-- LAW -LC z) 5+c'W AjC.€61 11-r) JttS iZ 6 rAce_ rip 0 7)14S 3 f 191/r5// e..c fx vts rcit, .) 06 () ce e sow► (k;�.0 Inspector: Date: -26-71. n REINSPECTION FEE REQUIRED. Prior to next inspection. fee mustlbe paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit D!7 -D33( PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proect: l_ . cT 6 I tc, �e�t Type of Ins ection�. . � , A , of L,I CeJ I( Arts 6cr.ti Address. f(c41'11 (A i Gy 1,<IA 146e ,A./ illicp--44 Date Called: 2/ 17,4IA" l ',Le i-ep ao5Scs4 Special Instructions: Date Wanted: Co --moi INSPECTION RECORD Retain a copy with permit br7 -433C, INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: 1,1 Rai Type of In ection: rerw, i „yrAddre s: 3LI3e S. 1 St Date Called: Special Instructions: Date'Wanted: �A6 .ver p.m. Requester: five" Phone Ilk 2 3) - Y Approv- • • applicable codes. MENTS: orrections required prior to approval. /)c Date REINSPECTION FEE REQUIRED. Prior to next inspec on. fe ust be paid at 6300 Southcenter Blvd.. Suite 100. Call to sche ule reinspection. Inspector: INSPECTION INSPECTION RECORD Retain a copy with permit Dti -owe 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:, ll� PO' �'j C�I�J •.)f Inspection: Type of Inspection: 1 ii Co 3.Q S. 7 Mgt ��LDate AdSpe�_ciaal 313 Called: Instructions: Date Wanted: (0— Li _ Z I i/ a.m. p.m. Requester: Phone No: EjApproved per applicable codes. (Corrections required prior to approval. COMMENTS: s Ne_el ) e - ICI el& liaa Inspector: Date:/ 4, 266 - REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT No. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 DI 1-0334. Project: 1INI p,gcr Pal l t'e, ScJ eols Type of Ins ection: Address: 31138 t-. 11433=' Date Called: 5" `2 - Special Instructions:Date Wanted: 23-2131 a.m7 Requester: I Phone No: 96-3- 582.--4."1 12. ❑ Approved per applicable codes. E Corrections required prior to approval. COMMENTS: e,,A) — cr.SS eel ,pffSi&C . getraleceivalzfr Inspectors a' n/2 _ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER 7 ,INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: /fl1gk7 g 4-FJt( e704 /T Aiize ;' Type of Inspection: ff %. c�, /51(Lw Address: _ Suite #: __5(-R r 5, 17 0 Contact Person: / (/ Special Instructions: o fl 1 1 Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4-FJt( e704 /T Aiize / ,,e4e /--OK Monitor: Pre -Fire: //1 _/, /� /� f/14,1 14th ( rhPcle 3 — -) /loves o fl 1 1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: e gLn,c3 Date: byzbiiej Hrs.: 0 ,f,f6.4 $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 jrr7- os� PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: / / jp C f/1 % ' �0 % i / (' ," Type of Inspection: o s te' vac / /11 / -i.,/ t,,'w Address:NO Suite #: �r,, �. % [rI U �� I Contact Person: / Occupancy Type: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,Z' /`7t�Grr' 4 S/J re --4-A/ � 6'624k, ,,i 4/74 /11,S Hood & Duct: Monitor: F'ikOt W/ "2" ? h ,. #t u/ VC) 111 Oda- Occupancy Type: Needs Shift Inspection: lye S Sprinklers: yo Fire Alarm:, /11,S Hood & Duct: Monitor: 1/Q1 Pre -Fire: Permits: /Nse 6 fly Occupancy Type: Inspector: 7 Y4 67 Date: ,j%Y//b Hrs.: V 0 //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 t INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:( . 1.,..4.„ jr1cr Type of Inspection,: , f E . . Address: Suite #: -3t S . 'g 'T. Contact Person) V� 1 Special Instructions: Phone No.: 1'Approved per applicable codes. C � Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: A6rvrf // 7447 v ,..-- l ti.,tf 2�st k (L „i.L, ,fi� k i 1 ( k I 1 t�r �nn I.3-C'di"uu _ , (cwt. -1A. v+. fL amu' U v ` -SEE-- - Nei) +.e Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: _ m,,-3 . Date: VIZI/ C 6 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from i 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 71 0 33c, 1 -S -1r\ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 06-575-4407 Project: V-^- 4 o Type of Inspection: E/ os Address:' Suite #: 343' . \_%S Contact Person: Special Instructions: Occupancy Type: Phone No.: (1X,Approvedper applicable codes. Corrections required prior to approval. COMMENTS: ��. 141 (L4 1 4., Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire:. Permits: Occupancy Type: Inspector: 14,, km 5 3 Date: 5/)-7) t t Hrs.: l .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 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit -- 09' 1 111 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:, r ( Type of Inspection:, Address: -7'' Suite #: I t, e Contact Person: Special Instructions: ,NJ - .S Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Date: Fire Alarm: Hood & Duct: Fit kwtiCiie ! \ - -e.-....r., ,NJ - .S Permits: C..):-..- C a 4:1)J C 1i lc, 5 L" • - r— .— �,---� ; Q A ( c..n. — i\ rj o 4( ,'J A c 4,A. E C L-- , :"1 e�,fr , ,- 2,c^ l J ------ k��` c As S Needs Shift Inspection: Sprinklers: Date: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: • Inspector �`-e_. $1,7 6-.3 Date: /,%/f fr 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 ,LY7 6 - //-• i i' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: /two / / C 467. 5i 1101 ,Type of Inspecti:Gf-lam 01f Address: f Suite #: te" _,_.Contact Person: ,' Special Instructions: Y V V V, Phone No.: tj ,AOoved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: 7 — OL a,,%I h/ / 00 I t r kt6 /u'JJcJ CJ1/147•,,i(.1 6e -r pia 0 S Fire Alarm: L- fro j II✓tQ %Z_i'iGttnis gvi cot( 42 ISi-(S4-1 Hood & Duct: 11.utt O // f r,q'/�d P�v,C,(vel Y V V V, Monitor: tj Pre -Fire: Needs Shift Inspection: fV e' V9 Sprinklers: 7 Date: ,.��‘,hK Fire Alarm: Li Hood & Duct: Monitor: tj Pre -Fire: Permits: ` Occupancy Type: 1r „,//14,771 Inspector: C 1A Date: ,.��‘,hK Hrs.: / rl $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII 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 August 14, 2018 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118-3216 USA Tel: (206) 725-4600 • Toll Free: (888) OTTO-4-US • Fax: (206) 723-2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com FINAL REPORT City of Tukwila Building Department 6300 Southceriter Blvd, Suite 100 Tukwila, Washington 98188-2544 Project: Impact Public Schools Permit Number: D17-0336 Address: 3438 South 148th Street, Tukwila Job Number: 1B-0543 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: - Anchor bolt torque verification - Structural steel fabrication (on site) Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Crista Moser Executive Assistant OTTO ROUNAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 376032 Project: Address: Client: CONSTRUCTION INSPECTION REPORT Impact Public Schools 3438 South 148th Street, Tukwila Pacific Charter School Development Permit Number: D17-0336 Job Number: 18-0543 Client Address: 210 S. Hudson Street. Seattle Inspections Performed Steel Decking Other (specify): Structural Steel Fabrication X Structural Steel Erection Inspector: and Date " Remarks Brian Robertson 8/14/2018 Copies to: Client X Owner Architect On site as requested by Andy Sarginson with Korsmo Construction to inspect 3/16" and 1/4' fillet welds from fabrication shop that had been painted at the north entrance to the parking garage and balcony. Stephan Ramos requested paint be removed from welds for inspection. Welding is by FCAW method using E71T electrodes by Erin M. Manthey WABO #W10352 (exp. 4/1/19). The beams and columns conform to the approved drawings. Work conforms to the City of Tukwila approved drawings, the American Welding Society D1.1:2015, and the current approved International Building Code. X Engineer X Contractor X Building Dept. Others Technical Responsibility: RECEIVED CITY OF TUKWIL AUG 3 0 2018 PERMIT CENTER Isaac Ruoff, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN -63-05 (Rev 10/10) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 368790 Project: Address: Client: CONSTRUCTION INSPECTION REPORT Impact Public Schools 3438 South 148th Street, Tukwila Pacific Charter School Development Permit Number: Job Number: Client Address: D17-0336 18-0543 210 S. Hudson Street. Seattle Inspections Performed Steel Decking Other (specify): Structural Steel Fabrication X Structural Steel Erection Inspector` and Date Stephen Ramos 8/13/2018 Copies to: Client X Owner Architect Remarks':: Arrived on site to perform visual inspection of shop welded items, for the grid line 7 exterior deck. It was noted that the deck framing has been finish painted and obscures the inspection. Requested from contractor to remove paint from all welds and reschedule inspection. Work in Progress X Engineer X Contractor X Building Dept. Others - RECEixv ... CITY OFr1"( AUG 3 0 PERS] • Technical Responsibility: t j• saac uoff, Project Manager - 2 7 (1K This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN -63-05 (Rev 10/10) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 368368 Project: Address: Client: CONSTRUCTION INSPECTION REPORT Impact Public Schools 3438 South 148th Street, Tukwila Pacific Charter School Development Permit Number: Job Number: Client Address: D17-0336 18-0543 210 S. Hudson Street, Seattle 0 Inspections. Performed Steel Decking Structural Steel Fabrication Structural Steel Erection Other (specify): Anchor Torque Dwayne Helgeson 8/07/2018 Inspected the torqueing of anchor bolts 5/8" and 3/" as per ICC ES — ESR 3981. 5/8" = 26 bolts at emergency exit header on North side of building 3/" = 20 bolts at beam and column to same emergency exit platform/ramp 5/8" torqued to 90 ft/lbs. 3/" torqued to 125 ft/lbs. ORA torque wrench #5999 used for testing of bolts. Conforms Copies to: Client X Engineer X Owner X Contractor Architect X Building Dept. Others Technical Responsibility: RECEIVED CITY OF TUKWILA AUG 14 2018 PERMIT CENTER aac Ruoff, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN -63-05 (Rev 10/10) 1 A- SSQCIATED AIR' BALANCE C{7(ltvcrz. Date: Page: 1 of 4 Project Name: IMPACT CHARTER SCHOOL VAV-1 TERMINAL NUMBER ROOM NUMBER. TERMINAL FACTOR DESIGN TEST (FPM OR CFM) FINAL TYPE SIZE FPM CFM TEST 1 TEST 2 TEST 3 FPM CFM 1 101A CD 10"0 - - 300 280 285 290 - 290 2 101A CD 10"0 - - 300 315 310 305 - 305 3 101A CD 10"0 - - 300 320 315 310 - 310 4 101A CD 10"0 - - 300 275 285 295 - 295 VAV-2 TERMINAL NUMBER ROOM NUMBER TERMINAL FACTOR DESIGN TEST (FPM OR CFM) FINAL TYPE SIZE FPM CFM TEST 1 TEST2 TEST 3 FPM CFM 5 101E3 CD 10"0 - - 300 315 310 305 - 305 6 101B CD 10"0 - - 300 280 285 290 - 290 7 101B CD 10"0 - - 300 275 285 295 - 295 8 101B CD 10"0 - - 300 320 315 310 - 310 FCU -01 TERMINAL NUMBER ROOM NUMBER TERMINAL FACTOR DESIGN TEST (FPM OR CFM) FINAL TYPE SIZE FPM CFM TEST 1 TEST 2. TEST 3 FPM CFM 9 112 CD 10"0 - - 300 265 275 285 - .285 10 112 CD 10""0 - - 300 315 310 305 - 305 11 112 CD 10"0 - - 300 310 305 300 - 300 12 112 CD 10"0 w - 300 275 285 295 - 295 ERV -01 TERMINAL NUMBER ROOM NUMBER TERMINAL FACTOR DESIGN TEST (FPM OR CFM) FINAL TYPE SIZE FPM CFM TEST 1 TEST 2 TEST 3 FPM CFM 13 112 CD 10"0 - - 370 350 360 365 - 365 FCU -02 TERMINAL NUMBER ROOM NUMBER TERMINAL. FACTOR DESIGN TEST (FPM ORCFM) FINAL TYPE :SIZE FPM CFM TEST 1 TEST 2 TEST 3 FPM CFM. 14 112 CD 10"0 - - 300 265 275 285 - 285 15 112 CD 10"0 - - 300 315 310 305 - 305 16 112 CD 10"0 - - 300 310 305 300 - 300 17 112 CD 10"0 - - 300 275 285 295 295 ERV -02 TERMINAL NUMBER ROOM NUMBER TERMINAL FACTOR. DESIGN TEST (FPM OR CFM) FINAL TYPE SIZE FPM CFM TEST 1 TEST2. TEST3 FPM CFM 18 112 CD 10"0 - - 370 350 360 365 - 365 P11' o''e AS GATED Mit BALANCE COUNCIL Date: Page: 2 of 4. Project Name: IMPACT CHARTER SCHOOL FCU -03 TERMINAL NUMBER ROOM NUMBER TERMINAL FACTOR DESIGN TEST (FPM OR CFA FINAL TYPE SIZE FPM CFM TEST 1 TEST 2 TEST 3 FPM CFM 19 112 CD 100 - _ 300 265 275 285 - 285 20 112 CD 10'10 - - 300 315 310 305 - 305 21 112 CD 10"0 - 300 310 305 300 - 300 22 112 CD 10"0 - - 300 275 285 295 - 295 ERV -03 TERMINAL NUMBER ROOM NUMBER TERMINAL FACTOR DESIGN TEST (FPM OR CFM) FINAL TypE SIZE FPM CFM TEST 1 TEST 2 TEST 3 FPM CFM 23 112 CD 10110 - _ 370 350 360 365 - 365 FCU -04 TERMINAL NUMBER ROOM NUMBER TERMINAL FACTOR DESIGN TEST (FPM OR CFM) FINAL TYPE SIZE FPM CFM TEST 1 TEST 2 TEST 3 FPM CFM 24 112 CD 10"0 - - 300 265 275 285 - 285 25 112 CD 10"0 - - 300 315 310 305 - 305 26 112 CD 10"0 - 300 310 305 300 - 300 27 112 CD 100 - - 300 275 285 295 - 295 ERV -04 TERMINAL NUMBER ROOM NUMBER TERMINAL FACTOR DESIGN TEST (PPM OR CFM) FINAL TYPE SIZE. FPM CFM TEST 1 TEST 2 TEST 3 FPM CFM 28 112 CD 101'0 - . 370 350 360 365 - 365 FCU -05. TERMINAL NUMBER ROOM NUMBER TERMINAL. FACTOR DESIGN TEST (FPM OR CFM) FINAL TYPE SIZE FPM CFM TEST 1 TEST 2 TEST 3 FPM CFM 29 112 CD 10"0 - - 300 265 275 285 - 285 30 112 CD 10"0 - - 300 315 310 305 - 305 31 112 CD 10"0 - 300 310 305 300 - 300 32 112 CD 10"0 - 300 275 285 295 - 295 ERV -05 TERMINAL NUMBER ROOM NUMBER TERMINAL FACTOR DESIGN TEST (FPM OR CFM) FINAL TYPE SIZE FPM CFM TEST 1 TEST 2 TEST 3 FPM CFM 33 112 CD 10110 - 370 350 360 365 - 365 �GATED AIR B. MANCE MING� Project Name: IMPACT CHARTER SCHOOL Date: Page: 3. of 4 FCU -06 TERMINAL NUMBER ROOM NUMBER TERMINAL FACTOR DESIGN TEST (FPM OR CFM) FINAL TYPE SIZE FPM CFM TEST 1 TEST 2 TEST 3 FPM CFM 34 112 CD 10°0 - - 300 275 285 295 - 295 35 112 CD 10"0 - - 300 315 310 305 - 305 36 112 CD 10"0 - - 300 265 275 285 - 285 37 112 CD 10"0 - - 300 310 305 300 - 300 ERV -06 TERMINAL NUMBER ROOM NUMBER TERMINAL FACTOR DESIGN CFM) TEST (FPM ORFINAL FINAL TYPE SIZE FPM CFM. TEST TEST2 TEST3 FPM CFM 38 112 CD 10'0 - - 370 350 360 365 - 365 FCU -.07 TERMINAL NUMBER. ROOM NUMBER TERMINAL FACTOR DESIGN TEST (FPM OR CFM) FINAL TYPE SIZE FPM CFM TEST 1 TEST 2 TEST 3 FPM CFM 39 112 CD 1000 - - 300 265 275 285 - 285 40 112 CD 10"0 - - 300 315 310 305 - 305 41 112 CD 10'`0- - - 300 310 305 300 - 300 42 112 CD 10"0 - - 300 275 285 295 - 295 ERV -07 TERMINAL NUMBER ROOM NUMBER TERMINAL FACTOR DESIGN TEST (FPM OR CFM) FINAL TYPE SIZE FPM CFM TEST 1 TEST'2 TEST 3 FPM CFM 43. 112 CD 10"2 - - 370 350 360 365 - 365 FCU -08 TERMINAL NUMBER. ROOM NUMBER TERMINAL FACTOR DESIGN, TEST (FPM OR CFM) FINAL TYPE SIZE FPM CFM TEST 1 TEST 2 TEST 3 FPM CFM 44 112 CD 10"0 - - 300 265 275 285 - 285 45 1'12 CD 10"0 _ _ 300 310 305 300 - 300 46 112 CD 1000 - _ 300 315 310 305 - 305 47 112 CD 10"0 - - 300 275 285 295 295 ERV -0:8 TERMINAL NUMBER ROOM NUMBER. TERMINAL FACTOR DESIGN TEST (FPM OR CFM) FINAL TYPE SIZE FPM CFM TEST 1 TEST 2 TEST 3 FPM CFM 48 112 CD 10"0 - - 370, 350 360 365 - 365 CIATED AIR AL.ANCE COUI Project Name: IMPACT CHARTER SCHOOL Date: Page: 4 of 4 FCU -9 TERMINAL NUMBER ROOM NUMBER TERMINAL. 'TYPE SIZE FACTOR . DESIGN TEST (FPM OR CFM) FINAL FPM CFM TEST 1 TEST 2 TEST 3 FPM CFM 49 112 CD 10"0 300 265 275 285 285 50 112 CD. 1 0"0 300 315 310 305 305 51 112 CD 10"0 300 310 305 300 300 52 112 CD 10"0 300 2:75. 285 295 295 ERV -9 TERMINAL NUMBER ROOM NUMBER TERMINAL FACTOR DESIGN TEST (FPM OR CFM) FINAL TYPE SIZE FPM CFM TEST 1 TEST 2 TEST 3 FPM CFM 53 112 CD. 10"0 - - 370 350 360 365 - 365 FCU -10 TERMINAL NUMBER ROOM NUMBER TERMINAL TYPE SIZE FACTOR DESIGN TEST (FPM OR CFM) FINAL FPM CFM TEST 1 T.ET. 2 TEST 3 FPM CFM 54 112 CD 10"0 300 275 285 295 295 55 112 CD 10"0 300 315 310 305 305 56 112 CD 10"0 300 265 275 285 285 57 112 CD 10"0 300 310 305 300 300 ERV -10 TERMINAL NUMBER ROOM NUMBER TERMINAL FACTOR DESIGN TEST (FPM OR CFM) FINAL TYPE SIZE FPM CFM TEST 1 TEST 2 TEST 3 FPM CFM 58 112 CD 10"0 - - 370 350 360 365 - 365 I7 z N W • WASHINGTON CHARTER SCHOOL DEVELOPMENT IMPACT PUBLIC SCHOOL 11431901171114.11 STMT. euevnu WA awe METRIX ENGINEERS f��� ,.9�IfIEfW mDem PERMIT SET zz August 19, 2018 Amy Jain NAC Architecture 20251st Ave, Suite 300 Seattle, WA 98121-3131 RE: Impact PS Tukwila, WA Permit D17-0336 Amy, Swenson Say Faget STRUCTURAL ENGINEERING 2124 Third Ave, Suite 100 Seattle, WA 98121 0 206.443.6212 934 Broadway, Suite 100 Tacoma, WA 98402 0 253.284.9470 ssfengigeers.corim We present an overview of structural observations of the Impact Public School project in Tukwila, Washington for your review. Structural observation, as required in the 2012 Seattle Building Code Section 1702 and defined in Section 220, has been performed on this project. We visually observed the structural systems for general conformance to the approved plans and specifications. This observation does not include or waive inspections as required in Sections 1701, 1703, and 1704. To the best of our knowledge, the work observed was in general conformance with the structural portions of the contract documents. In our structural observations, selected portions of the work were reviewed closely. Such review procedures were conducted in accordance with commonly accepted standards of practice. The building official understands that such procedures indicated actual conditions only where the review was performed and that the results were inferred to exist in other areas not reviewed. The building official also recognizes that structural review is a technique employed to minimize the risk of problems arising during construction. Structural observation by the design professional does not constitute a warranty or guarantee of any type. In all cases, the contractor shall retain responsibility for the quality of work and for adherence to the approved plans and specifications. Sincerely, Zane Kanyer, PE, SE Associate Principal zkanyer@ssfengineers.com «KDRSMD. CONSTRUCTSON REQUEST FOR INFORMATION Project: 1052 Impact Charter School RFI No.: 1052 - 004 REQUEST Originator (Company Name): Korsmo Construction Item (Topic): Crack at Grid line E over New Window Referenced Drawing(s): 3/A4.02 Referenced Spec Section: Description: On Grid line E(West Elevation) between 7 and 6 lines, there is an existing crack running from the corner of the existing door north. With the window saw cut occurring directly below and a louver being cut out as well, I am requesting confirmation that it is ok to proceed with the cutting. I was just made aware of this crack. Date Reply Required: 5/21/18 Critical to Schedule? Yes X No Cost Effect? Yes No Time Effect? Yes Estimated Cost Increase? $ Estimated Cost Decrease? $ Subcontractor: Estimated Time Increase? Estimated Time Decrease No Company Name Sub RFI # General Contractor: Amanda Joy Grapenthin Project Coordinator Signature Title Days Days Date 5/18/18 Date RESPONSE x Install a steel channel above the opening per the attached sketch, SSK-3, from our structural engineer. It is our opinion that this work is not extra to the contract and you are to proceed as directed. If you consider the direction given to be a change to the contract, written notification shall be provided to both the Owner and Architect within the number of days required by the contract following receipt of this document. It is our opinion that this is extra to the contract and request that you prepare and submit a detailed cost proposed in accordance with the contract specifications. Approved By: NAC Architecture Amy Jain Company Name Signature REVISIONN�__1. t)tT- 033b 6/8/18 Date RECEIVED CITY OF TUKWILA JUL 12 2018 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE ph APPROVED JUL 182018 City of Tukwila BUILDING DIVISION FILA 0 Section REVStON.NOiiL it RECEIVED CITY OF TUKWILA JUL 12 2018 PERMIT CENTER (E) CONC. WALL ! 3/4"0 EXP. BOLTS ® 12"oc EMBED 6" MIN. PROVIDE (6) ANCHORS PAST C10x15.3 _ EDGE OF OPENING Section NOTE: (SSF 7/8/18) SUBSITUTE DEPTS SHOWN ON THE ATTACHED DOCUMENT ARE STRUCTURALLY ACCEPTABLE b11-0336 STRUCTURAL ENGINEERING 2124 Third Avenue - Suite 100 - Seattle, WA 98121 p: 2°6.443.6212 ssfengineers.com SIM[ C..____. f_.. G__[a •n____._A Project Title: Impact PS Sheet Title: Exterior Wall Support Date 6/7/18 Design Drawn zfk SSF project no. Sheet SSK-3 RENTALS he STAR to the West's Best Contractors Preferred Supplier LYNNWOOD PHONE BREMERTON PHONE OLYMPIA PHONE FERNDALE PHONE PR / • • her.. w. tea • • ""�+ it li G ite 11 1 G �- F•�� ?. • ....,.... .,,,, c- ... r; A • , -,.. .,,, 6.s. vi li ........,--6.-- ii: r • •------C-- f i 4. .......... RECEIVED r C CITY OF TUKWILA i1 JUL 12 2016 a....PERMIT CENTER $ c. . r--- cr r .� ", a. • ..,. r • • •.rC ..0:• , THE COMPLETE CONSTRUCTION & INDUSTRIAL RENTAL SERVICE (425) 348-6969 (360) 475-0081 (360) 491-4121 (360) 255-2020 SEATTLE PHONE BELLEVUE PHONE TACOMA PHONE KENT PHONE (206) 622-7880 (425) 885-5522 (253) 474-0577 (253)854-3922 RENTALS. to the West's Best Contractors LYNNWOOD PHONE BREMERTON PHONE OLYMPIA PHONE FERNDALE PHONE (425) 348-6969 (360) 475-0031 (360) 4914121 (360) 255-2020 & INDUSTRIAL RENTAL SERVICE CO STI UCTUNA. CNGINCERING FILA Structural Calculations For: impact Public Sthoo Supplemental 3438 South 148th Street Tukwila, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 18 2018 City of Tukwila BUILDING DIVISION R EV ISIONNOL Prepared for: NAC Architecture Job #: 02372-2017-01 Date: December 15, 2017 bri 033(o SEATTLE 2124 Third Ave, Suite 100, Seattle, WA 98121 TACOMA 934 Bioadv ay, Suite 100, Tacoma, -WA 98402 RECEIVED CITY OF 7UiC LA JUL 12 2018 PERMIT CEN ER O 206.443.6212. ssfeninetrs. 0 253.284.9470 em • eotA7 orvisk-144.N.2e i4 pl AA r v._ 7.15\ Ikt- 0, o'cf tO 0 STRUCTURAL EficiNEERI110 7 s ; 17 i 1E1 124 F 72) M ?•o 914-- t)-te4. Ofsi ) (so -) 1 07.AL imeko- rq:o-i c:Nrcist, f C-1 V.xe cep a. vc( 4" D1444,2,:v) 00 w 4. —4 4 SIMPSON` ,.Strong -Tie Anchor Designer TM Software Version 2.6.6703.2 1.Prolect information Customer company: Customer contact name: Customer e-mail: Comment: 2. Input v1.& Anchor"P_:•ttzr General Design method:ACI 318-14 Units: Imperial units Anchor Information: Anchor type: Torque controlled expansion anchor Material: Carbon Steel Diameter (inch): 0.750 Nominal Embedment depth (inch): 4.125 Effective Embedment dept , t,,., (irIG 4):3.3, 5 Code report: ICC -ES ESR -3037 Anchor category: 1 Anchor ductility: Yes hi,* (inch): 6.75 ca. (inch): 9.00 Cin (inch): 6.50 (inch): 7:x30 Company: Date: 7/12/2018 Engineer; Page: 1/5 Project: Address: Phone: E-mail: Project description: Location: Fastening description: Base Material Concrete: Normal -weight Concrete thickness, h (inch): 9.00 State: Uncracked Compressive strength, fc (psi): 3000 4Pc,v: 1.0 Reinforcement condition: A tension, A shear Supplemental reinforcement: No Reinforcement provided at corners: No Igniure GOricreie breakout in tension: No ignore concrete breakout in shear: Yes Ignore Edo requirement: Not applicable Build-up grout pad: No Base Plate Length x Width x Thickness (inch): 12.50 x 10.00 x 0.25 Recommended Anchor Anchor Name: Strong-Boit5 2 - 34.0 CS Strong -Bolt 2, hnom:4.125" (105mm) Code Report: ICC -ES ESR -3037 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSO•N • St= Anchor Designer TM Software Version 2.6.6703.2 Company: Date: 7/12/201$ Engineer .. Page: 5/5 Project: Address: Phone: E-mail: 12. Warnings - Concrete breakout strength in shear has not been evaluated against applied shear load(s) per designer option. Refer to ACI 318 Sectio 17.3.2.1 for conditions where calculations of the concrete breakout strength may not be required. -. Designermustexercise own judgement to determine if this design is suitable. - Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON x Strong -Tie Anchor DesignerTM Software Version 2.6.6703.2 3. Resulting Anchor Forces Anchor Tension load, Nua (Ib) Company: Date: 7/12/2018 Engineer: Page: 4/5 Project: Address: Phone: E-mail: Shear load x, V. (Ib) Shear load y, V. (Ib) Shear load combined, I(Vuax)2+(Vuay)2 (Ib) 1 0.0 0.0 1000.0 1000.0 Cum n 0 n n v.0 Maximum concrete compression strain (%o): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (ib): 0 Resultant compression force (Ib): 0 Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'vx (inch):. 0.00 Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00 8. Steel Strength of Anchor in Shear (Sec. 17.5.1)e Vs., (lb) Ogrout y� Ogroury$Vsa (Ib) 14480 1.0 0.65 9412 100 CO Figure 3> 1000.0 10. Concrete Pryout Strength of Anchor in Shear (Sec. 17.5.31 t614p _ bkcpNcn = ifikcP(ANc/ANco) q/Be,N'1'B,N'1' ,,NNa (Sec. 17.3.1 & Eq. 17.5.3.1a) ko, ANc (int) AN., (int) 'Ped,N %qN !!'rn,N Na (Ib) 0 diVrn (lb) 2.0 102.52 102.52 1.000 1.000 1.000 8150 0,70 11411 11. Results 11. Interaction of Tensile and Shear Forces (Sec. D.7)? Shear Factored Load, V. (Ib) Design Strength, oV,, (Ib) Ratio Status Steel 1000 or,. -.t t 1 nnn 9412 0.11 Pass (Governs) 11411 n n0 Pans 3/4"0 CS_ fg-tar.ii 2, hei y :4....v - (101.1 ,wl) meets '• i S 1�the �6 je1e4telC7Ue.1--,all criteria. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com -SIMPSON StrongTie <Figure 2> Anchor Designer Software Version 2.6.6703.2 Company: Date: 7/12/2018 Engineer: . Page: 3/5 Project: Address: Phone: E-mail: Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON- Strong.Tie Anchor Designer TM Software Version 2.6.6703.2 Load and Geometry Load factor source: ACI 318 Section 5.3 Load combination: not set Seismic design: No Anchors subjected to sustained tension: Not applicable Apply entire shear Toad at front row: No Anchors oniy resisting wind and/or seismic loads: No Strength level loads: Nua [Ib]: 0 Vuax [lb]: 0 . .,x, fhb]: a�. b]: 1 00....0 Mux [ft -lb]: 0 Muy [ft -Ib]: 0 <Figure 1> Company: Date: 7/12/2018 Engineer: Page: 2/5 Project: Address: Phone: E-mail: 0 Ib Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com FILE REVIEWED FOR CODE COMPLIANCE APPROVED JUL 18 2018 City of Tukwila B DING DIVISION O - - — — .( 00-a3k,:,ss�a$:zcre♦• �YIC) . I L 0 0 WWI 'a® < 1 I\ r II \ 1�== \ �I 1I I arLA AUDITORIUM Locatlons of Detail SSK-3 Over window putouts CONFERENCE RM 0 0 o ® 0 0 DEMOLISH FEATURE WALLS — o GN LEVEL 1 - DEMOLITION Scale: 3/32 = 1.-0• .4110031.10 D0.00.110030.01,301.1.00. A206 DEMO EXISTING TOILET AND ALL ASSOCIATED PLUMBING; CUT AND CAP ALL PIPING BELOW FLOOR OR ABOVE NEW CEILNG DEMO EXISTING SINK; CAP ALL PIPING INSIDE WALL FOR FUTURE REUSE. GENERAL DEMOLITION NOTES 1. THESE DRAWINGS ARE NOT INTENDED TO IDENTIFY EVERY DEM OR MISCELLANEOUS ACCESSORY TO BE REMOVED. EXXSTNG MATERIALS AND ASSEMBLIES MAY VARY. THE CONTRACTOR SHALL REVIEW THE SPECIFICATIONS AND VISIT THE SITE TO FULLY EVALUATE THE SCOPE AND DUMMER N THE DEMOLITION WORK PRIOR TO BID. SEE CIVIL, LANDSCAPE. STRUCTURAL MECHANICAL ELECTRICAL, AND ABATEMENT DOCUMENTS FOR DEMOLfTION INFORMATION RELATIVE TO EACH TRADE, AND FOR REFERENCES TO WORK BY THE GENERAL CONTRACTOR. 2. REFER TO CONSTRUCTION DETAILS FOR SELECTNE DEMOLITION REQUIRED TO EXECUTE THE WORK 3. WHERE CONCRETE OR MASONRY DEMOLITION I5 REQUIRED, THE TRANSITION BETWEEN EXISTING CONCRETE OR MASONRY TO REMAIN AND DEMOUSHED CONCRETE OR MASONRY IS TO BE SAW CUT FOR A CLEAN, SQUARE EDGE. 4. SEE LEGEND FOR GRAPHICAL INDICATION OF EXISTING ITEMS TO BE REMOVED AND TO REMAIN. 5. CONTRACTOR SHALL IDENTIFY EXISTING STRUCTURAL AND BEARING CONDITIONS AFFECTED BY DEMOLITION, NOT SPECIFICALLY ADDRESSED IN THE DRAWINGS OR SPECIFICATIONS, AND NOTIFY THE ARCHITECT/ENGINEER PRIOR TO REMOVAL OR ALTERATION. 8. CAREFULLY REMOVE AND STORE ITEMS TO BE SALVAGED IN A PROTECTED AREA FOR REINSTALLATION AS DIRECTED OR DELIVER TO OWNER. 7. DEMOLITION MATERIAL NOT SHOWN AS REUSED OR OTHERWISE SELECTED ON STYE FOR SALVAGE ARE THE CONTRACTOR'S PROPERTY TO BE LEGALLY DISPOSED OF OFF SITE 8. CONTRACTOR SHALL STORE AND PROTECT EQUIPMENT TO BE RELOCATED UNTIL CALLED FOR LATER N THE PROJECT. CONTRACTOR TO TAKE CARE THAT TEMPERATURE OR HUMIDITY CONDITIONS N THE BUILDING DO NOT CAUSE DETERIORATION OF fTEMS TO BE REUSED. IF DETERIORATION TAKES PLACE FOR ANY REASON, THESE ITEMS SHALL BE REPLACED AT THE CONTRACTORS EXPENSE. 8. COORDINATE DEMOLITION WITH HAZARDOUS MATERIALS ABATEMENT DOCUMENTS AND DIVISION 02 SPECIFICATIONS. PROTECT EXISTING SURFACES THROUGHOUT ABATEMENT PROCESS. 10. IN AREAS WHERE EXISTING ROOFING AND/OR EXTERIOR WALL SURFACES ARE TO BE REMOVED FOR CONSTRUCTION OF NEW ROOF AND/OR WALLS. EXPOSED SURFACES TO REMAIN ARE TO BE PROTECTED FROM WEATHER. 11. WHERE CODED NOTES OR LEGEND INDICATE WALL REMOVAL, RBAOVE ALL ITEMS HOSTED BY THE WALLS IN THEIR ENTIRETY. 12. ALL STRUCTURAL MEMBERS INCLUDING BEARING WALLS AFFECTED BY THIS DEMOLITION ARE TO BE VERIFIED AND ADEQUATELY SHORED BEFORE REMOVAL COORD W/ STRUCTURAL DRAWINGS. 13. SEE MECHANICAL DRAWINGS FOR ADDITIONAL SLAB AND ADDTTINAL PENETRATIONS NOT IDENTIFIED ON THESE DEMOLITION DRAWINGS. COORDINATE WITH STRUCTURAL 14. IN AREAS TO BE DEMOLISHED AND TO RECEIVE NEW CONSTRUCTION; ALL EXISTING COMPONENTS, ABOVE AND BELOW GRADE, SHALL BE REMOVED, PATCHED OR FULED, AS NECESSARY TO ACCOMMODATE THE NEW CONSTRUCTION. 15, REPAIR (E) CONCRETE SLAB WHERE DEMOLMON HAS OCCURED AS REQUIRED TO ACCEPT FLOOR FINISH. DEMOLITION LEGEND 4=i EXISTING WALL TO REMAIN c___m CP 8 8 31 EXISTING WALL TO BE REMOVED. TYP INTERIOR WALL TYPE IS METAL STUD FRAME W TIN GYP BOARD BOTH SIDES, UNO. EXISTING DOOR AND FRAME TO BE REMOVED EXISTING WINDOW TO BE REMOVED DEMOLITION PLAN CODED NOTES O DEMOLISH EXISTING STAGE PLATFORM. SUPPORT FRAMING, AND ASSOCIATED RAMPS AND STAIRS. 2 SAWCUT AND REMOVE PORTION OF DUSTING PRECAST CONCRETE WALL AND ADJACENT FURRING ASSEMBLY (METAL STUDS, INSULATION AND GYPSUM BOARD) AS NECESSARY FOR INSTALLATION OF NEW WINDOW OR DOOR REFER TO EXTERIOR ELEVATIONS AND SCHEDULES FOR OPENING S2E. SEE STRUCT DWGS FOR ADDTIONAL REQUIREMENTS. O CUT OPENING IN EXISTING METAL STUD FRAMED WALL ASSEMBLY. O 0)00110 CEILING ASSEMBLIES MAY BE DEMOLISHED OR RETAINED AT CONTRACTOR'S DISCRETION DECOMMISION OR REMOVE EXISTING UGHT FIXTURES. MODIFY DUCT WORK AND SPRINKLER SYSTEM AS NECESSARY. OREMOVE PORTIONS OF EXISTING AUDITORIUM COFFERED/COVED HARD UD CEILING AS NECESSARY TO INSTALL NEW DUCTWORK SPRINKLER PIPING, ETC. LEAVE AU. SUPPORT FRAMING AND CATWALKS INTACT. EXISTING DUCTWORK TO 8E DISCONNECTED AND LEFT IN PLACE. 0 0 0 0 10 11 REMOVE ALL EXISTNG FLOOR FINISHES AND WALL BASE IN INDICATED ROOM OR SPACE, AND PREP SLAB A5 NECESSARY FOR NEW FINISHES. DEMOLISH EXISTING DOOR AND FRAME AND PREP OPENING FOR NEW WALL INFBL DEMOLISH EXISTNG CANTED METAL FRAMING, GYP BD AND ASSOCIATED FINISHES AT AUDITORIUM WALLS REMOVE EXISTING DRINKING FOUNTAIN AND MODIFY PLUMBING AND WALL FRAMING AS NECESSARY TO INSTALL NEW NSW TYPE FOUNTAIN REMOVE GRANITE CLAD 'ALTER' ASSEMBLY DEMOLISH manna LIGHT FIXTURES AND SUSPENDED ACOUSTIC CEILING GRID 8 TILE. RECEIVED CITY OF TUKWILA JUL 12 2018 'SION NO.," PERMIT CENTER Nr7o33.� X 1 REVISIONS .ml REGISTERED ' ARCFIfFCT • $00110 RH. STATE OFWASBIGT18 WASHINGTON CHARTER SCHOOL DEVELOPMENT NAC ARCHITECTURE narardlKenure.mm NZ MST AVE 1SIRE 300 ZATI0F VIA NN131 P.30E011.4SII nKNG 121-17025 maw AWJ CMIECED WA 4/5/18 LEVEL 1 - DEMOUTION PLAN A2.01 REMOVE MECHANICAL UNITS AND CAP PENETRATIONS THROUGH ROOF fi 0 L__J CI NORTH ELEVATION - DEMOLITION Scale: 3/32" =1'-0" 11 WEST STAIR PARAP,sET Ir� HIGI,LPARAPET 141'6' _LOW PARAPET 13 0. LEVEL 3 126-0 LEVEL2 lt3.0 100'-0' '7-4 PARKING LOBBY 91'6' O �� � 9 REMOVE MECHANICAL I I I UNITS AND CAP PENETRATIONS THROUGH ROOF r �J. Lit 11 L__ [1E1T 00 r- r, LJ LJ rJ ,LJ WEST STAIRPARAPEf T57E' HIGH PARAP141'6'ET LOW PARAPET 130,0" T2eLP/EL3 Detail SSK-3 Inside face of panel OEAST ELEVATION - DEMOLITION Scale: 3/32' = 1'-0" GENERAL DEMOLITION NOTES 1. THESE DRAWINGS ARE NOT INTENDED TO IDENTIFY EVERY ITEM OR MISCELLANEOUS ACCESSORY TO BE REMOVED. EXISTING MATERIALS AND ASSEMBLIES MAY VARY. THE CONTRACTOR SHALL REVIEW THE SPECIFICATIONS AND VISIT THE SITE TO FULLY EVALUATE THE SCOPE AND QUANTITIES W THE DEMOLITION WORK PRIOR TO BID. SEE CNIL, LANDSCAPE, STRUCTURAL, MECHANICAL ELECTRICAL. AND ABATEMENT DOCUMENTS FOR DEMOLITION INFORMATION RELATIVE TO EACH TRADE, AND FOR REFERENCES TO WORK BY THE GENERAL CONTRACTOR. 2. REFER TO CONSTRUCTION DETAILS FOR SELECTIVE DEMOLITION REWIRED TO EXECUTE THE WORK 3. WHERE CONCRETE OR MASONRY DEMOLITION IS REQUIRED, THE TRANSITION BETWEEN EXISTING CONCRETE OR MASONRY TO REMAIN AND DEMOLISHED CONCRETE OR MASONRY 5 TO BE SAW CUT FOR A CLEAN, SOUARE EDGE. 4. SEE LEGEND FOR GRAPHICAL INDICATION OF EXISTING ITEMS TO BE REMOVED AND TO REMAIN. 5. CONTRACTOR SHALL IDENTIFY EXISTING STRUCTURAL AND BEARING CONDITIONS AFFECTED BY DEMOLITION, NOT SPECIFICALLY ADDRESSED IN TME DRAWINGS OR SPECIFICATIONS, AND NOTIFY THE ARCHTTECT/ENGINEER PRIOR TO REMOVAL OR ALTERATION. 8. CAREFULLY REMOVE AND STORE ITEMS TO BE SALVAGED W A PROTECTED AREA FOR REINSTALLATION AS DIRECTED OR DELVER TO OWNER. 7. DEMOLITION MATERIAL NOT SHOWN AS REUSED OR OTHERWISE SELECTED ON SITE FOR SALVAGE ARE THE CONTRACTORS PROPERTY TO BE LEGALLY DISPOSED OF OFF SITE 8. CONTRACTOR SHALL STORE AND PROTECT EQUIPMENT TO BE RELOCATED UNTIL CALLED FOR LATER IN THE PROJECT. CONTRACTOR TO TAKE CARE THAT TEMPERATURE OR HUMIDITY CONDITIONS IN THE BUILDING DO NOT CAUSE DETERIORATION OF ITEMS TO BE REUSED. F DETERIORATION TAKES PLACE FOR ANY REASON, THESE ITEMS SHALL BE REPLACED AT THE CONTRACTORS EXPENSE 5. COORDINATE DEMOLRION WITH HAZARDOUS MATERIALS ABATEMENT DOCUMENTS AND DMSION 02 SPECIFICATIONS. PROTECT EXISTING SURFACES THROUGHOUT ABATEMENT PROCESS. 10. -W AREAS WHERE EXISTING ROOFING AND/OR EXTERIOR WALL SURFACES ARE TO BE REMOVED FOR CONSTRUCTION OF NEW ROOF AND/OR WALL., EXPOSED SURFACES TO REMAIN ARE TO 8E PROTECTED FROM WEATHER 11. WHERE CODED NOTES OR LEGEND INDICATE WALL REMOVAL. REMOVE ALL ITEMS HOSTED BY THE WALLS IN THEIR ENTIRETY. 12. ALL STRUCTURAL MEMBERS INCLUDING BEARING WALLS AFFECTED BY THIS DEMOLRION ARE TO BE VERIFIED AND ADEQUATELY SHORED BEFORE REMOVAL COORD W/ STRUCTURAL DRAWINGS. 13. SEE MECHANICAL DRAWINGS FOR ADDITIONAL SAB AND ADDITIONAL PENETRATIONS NOT IDENTIFIED ONTHESE DEMOLITION DRAWINGS. COORDINATE WITH STRUCTURAL 14. IN AREAS TO BE DEIAOLISHED AND TO RECEIVE NEW CONSTRUCTION; ALL EXISTING COMPONENTS, ABOVE AND BELOW GRADE, SHALL SE REMOVED, PATCHED OR FILLED, AS NECESSARY TO ACCOMMODATE THE NEW CONSTRUCTION. 15. REPAIR (E) CONCRETE SLAB WHERE DEMOLITION HAS OCCURED AS REQUIRED TO ACCEPT FLOOR FINISH. • - DEMOLITION ELEVATION CODED NOTES O SAW CLT AND REMOVE SECTION OF EXISTING CONCRETE WALL FOR NEW WINDOW OPENING. O NOT USED O DEMO EXISTING DOOR AND FRAME. PREP OPENING FOR NEW WALL TWILL. EVEL 1 100'4' PARKING 91'-0' LOBBY REVIEWED FOR CODE COMPLIANCE APPROVED JUL 18 2018 City of Tukwila BUILDING DIVISION RECEIVED - CITY OF TUKWILA JUL 12 2018 PERMIT CENTER REVISIONS REVISED BID 1- W Pan ME. STATE OFWASHINGTON WASHINGTON CHARTER SCHOOL DEVELOPMENT NAC ARCHITECTURE nacarcNtecture.com 111251:661 AVE 1 PM 100 ¢ATREWA WWI21 P..MI.45II MOM 121-17025 OMww AWJ MOW w e 4/5/18 EXTERIOR ELEVATIONS - DEMOLITION A2.04 1111-111.11111- I Mr IILIIZ[i[I{I[. i O / • L i O / OSOUTH ELEVATION - DEMOLITION Scale: 3/32 = 1'-0" Detail SSK-3 @ inside face of panel LJ WEST STAIR PARAPET 150,6' v HIGH PAT .T. LOW PARAPET 13000 LEVEL 3 123"-0 LEVEL 113-01 LEVEL 10p'.O•� PARK,.ING LOBBY A 91' -0 - rri LJ rJ rJ LJ LJ REMOVE MECHANICAIUNR& CAP PENETRATIONSROUGH ROOF r r i r l c 1 L r 1 ri LJ LJ OWEST ELEVATION - DEMOLITION Scale: 3/32 = 1,-0" uNa1191199.O1 AM oLA 1r+Aa_gWM WEST STAIR PARAPET 6'$ 150' HOfj ARAPET - 141'6' LOW PARAPET 1 LEVELS - _ 200 LEVEL2 1130 LEVEL 1 100 $0 PMONG LOBBY 91 GENERAL DEMOLITION NOTES 1. THESE DRAWINGS ARE NOT INTENDED TO IDENTIFY EVERY ITEM OR MISCELLANEOUS ACCESSORY TO BE REMOVED. E)OSTING MATERIALS AND ASSEMBLIES MAY VARY. THE CONTRACTOR SHALL REVIEW THE SPECIFICATIONS AND VISIT THE SITE TO FULLY EVALUATE THE SCOPE AND QUANTITIES IN THE OEMOLMON WORK PRIOR TO BID. SEE CMIL, LANDSCAPE,STRUCTURAL,MECHANICAL. ELECTRICAL AND ABATEMENT DOCUMENTS FOR DEMOLITION INFORMATION RELATIVE TO EACH TRADE, AND FOR REFERENCES TO WORK BY THE GENERAL CONTRACTOR. 2. REFER TO CONSTRUCTOR DETAILS FOR SELECTIVE DEMOLITION REQUIRED TO EXECUTE THE WORK 3. WHERE CONCRETE OR MASONRY DEMOLITION IS REQUIRED, THE TRANSITION BETWEEN EXISTING CONCRETE OR MASONRY TO REMAIN AND DEMOUSHED CONCRETE OR MASONRY E TO BE SAW CUT FOR A CLEAN; SQUARE EDGE. 4. SEE LEGEND FOR GRAPHICAL INDICATION OF EXISTING ITEMS TO BE REMOVED AND TO REMAIN. 5. CONTRACTOR SHALL IDENTIFY EXISTING STRUCTURAL AND BEARING CONDITIONS AFFECTED BY DEMOLITION, NOT SPECIFICALLY ADDRESSED W THE DRAWINGS OR SPECIFICATIONS, AND NOTIFY THE ARCHITECT/ENGINEER PRIOR TO REMOVAL OR ALTERATION. 6. CAREFULLY REMOVE AND STORE ITEMS TO BE SALVAGED IN A PROTECTED AREA FOR REINSTALLATION AS DIRECTED OR DELIVER TO OWNER. 7. DEMOLITION MATERIAL NOT SHOWN AS REUSED OR OTHERWISE SELECTED ON SITE FOR SALVAGE ARE THE CONTRACTORS PROPERTY TO BE LEGALLY DEPOSED OF OFF SITE. 8. CONTRACTOR SHALL STORE AND PROTECT EQUIPMENT TO BE RELOCATED UNTIL CALLED FOR LATER IN THE PROJECT. CONTRACTOR TO TAKE CARE THAT TEMPERATURE OR HUMIDITY CONDITONS W THE BUILDING DO NOT CAUSE DETERIORATION OF ITEMS TO BE REUSED. IF DETERIORATION TAXES PLACE FOR ANY REASON, THESE ITEMS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 9. COORDINATE DEMOLITION WITH HAZARDOUS MATERIALS ABATEMENT DOCUMENTS AND OMSION 02 SPECIFICATIONS. PROTECT EXISTING SURFACES THROUGHOUT ABATEMENT PROCESS. 10. IN AREAS WHERE EXISTING ROOFING AND/OR EXTERIOR WALL SURFACES ARE TO BE REMOVED FOR CONSTRUCTION OF NEW ROOF AND/OR WALLS, EXPOSED SURFACES TO REMAIN ARE TO BE PROTECTED FROM WEATHER 11. WHERE CODED NOTES OR LEGEND INDICATE WALL REMOVAL, REMOVE ALL ITEMS HOSTED BY THE WALLS W THEIR ENTIRETY. 12. ALL STRUCTURAL MEMBERS INCLUDING BEARING WALLS AFFECTED BY THE DEMOLITION ARE TO BE VERIFIED AND ADEQUATELY SHORED BEFORE REMOVAL COORD W/ STRUCTURAL DRAWINGS. 13. SEE MECHANICAL DRAWINGS FOR ADDITIONAL SLAB AND ADDITIONAL PENETRATIONS NOT IDENTIFIED ON THESE DEMOLITION DRAWINGS. COORDINATE WITH STRUCTURAL 14. IN AREAS TO BE DEMOLISHED AND TO RECEIVE NEW CONSTRUCTOR; AU. EXISTING COMPONENTS, ABOVE AND BELOW GRADE, SHALL BE REMOVED, PATCHED OR FILLED, AS NECESSARY TO ACCOMMODATE THE NEW CONSTRUCTION. 15. REPAIR (E) CONCRETE 51.AB WHERE DEMOLITION HAS OCCURED AS REQUIRED TO ACCEPT FLOOR FINISH. DEMOLITION ELEVATION CODED NOTES O SAW CUT AND REMOVE SECTION OF EXISTING CONCRETE WALL FOR NEW WINDOW OPENING. O NOT USED O DEMO EXISTING DOOR AND FRAME. PREP OPENING FOR NEW WALL INFILL REVIEWED FOR CODE COMPLIANCE APPROVED JUL 18 2018 City of Tukwila BUILDING DIVISION I RECEIVED CITY OF TUKWILA JUL 12 2018 PERMIT CENTER 2 3 R Y REVISIONS WASHINGTON CHARTER SCHOOL DEVELOPMENT NAC ARCHITECTURE nacarchttecture.mm D. tART WA SEATIIF A9911l P]p6M1A5II wrcxn 121-17025 p.m AWJ Doran nATt 4/5/18 EXTERIOR ELEVATIONS - DEMOLTTION A2.05 CTV L\,5 \r)J Crr____ Lg J STRUCTURAL ENGINEERING 2124 Third Avenue - Suite loo - Seattle, WA 98121 206.443.6212 ssfengineers.com 6x6 DF#1 TYP. w RECEIVED CITY OF TUKWILA JUN 2 et' 2018 Project Title:p Riefurr FrisENTER Date/11 /13 Design zfk Sheet Title: Drawn Rooftop Heat Pump Support zfk SSF project no. Sheet Structural Calculations For: Impact Public School 3438 South 148th Street Tukwila, WA 98168 Prepared for: NAC Architecture Job #: 02372-2017-01 Date: December 15, 2017 Dil- / 2124 Third Ave, Suite 100, Seattle, WA 98121 ENGYN eRraI TACOMA 934 Broadway, Suite 100, Tacoma, WA 98402 RECEIVED CITY OF TIJKWILA DEC 1 9 2017 PERMIT CENTER O 206.443.6212 i) ssfengineers.com 0 253.284,9470 12/13/2017 Design Maps Summary Report (SGS Design Maps Summary Report User -Specified Input Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.47066°N, 122.288°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III 1,' FLIBM URE B'RME •1 � r 1z; f BOEING FLOP `fes L6,71 RiNTON �ffrYd�l !f'Oe penton B uri ?t rACOk k dJd' WORT ,. Des Moines, USGS-Provided Output S5 = 1.488 g S1 = 0.557 g SMS = SM1 1.488 g 0.836 g nt • I'ssar qua • r Maple Vafl'ey Sps = 0.992 g SD1 = 0.557 g For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 'ACE Resparise Specttu n Period. T (sec) rn 0 N 1.10 1_w Q93 aao a.70 aG° a0 a+.0 Q50 Q1 Q10 Q00 Desion Resp tse -Spectrum am aI apt° aW 13_03 1.00 1.7A 1.(0 IAO 1.80 200 Period. 1' (sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. https://earthquake.usgs.gov/cn2/designmaps/us/summary.php?template=minimal&latitude=47.47065946104767&longitude=-122.28800030682672&sit... 1/1 Seismic Design ASCE 7-10 Seismic Analysis Equivalent Lateral Force Procedure Risk Category III Site Class D 00 Ss S, h„ R Cd Ct x T To Ts k Fa Fv SMS Sem SDs SD1 Cs Cs, design Bldg. Weight V = CsW V = Cs00dW 2.5 1.488 0.557 23 4.00 1.3 4 0.02 _ 0.75 ft 0.21 (sec) 0.11 (sec) 0.56 (sec) 1.000 1.00 1.50 1.49 0.84 0.99 0.56 0.310 0.829 0.010 0.310 2,079.0 k 644.5 k 451 k I, II, or III, or IV per Table 1.5-1 per soils report (D assumed, without soils report) 2% in 50 yr, Latitude & Longitude lookup 2% in 50 yr, Latitude & Longitude lookup Tilt Up Concrete Walls Table 1.5-2 Table 12.8-2 Table 12.8-2 Eq. 12.8-7 Table 11.4-1 Table 11.4-2 Eq. 11.4-1 Eq. 11.4-2 Eq. 11.4-3 Eq. 11.4-4 Eq. 12.8-2 Eq. 12.8-3 need not exceed, T < TL Eq. 12.8-5 or 12.8-6 minimum Eq. 12.8-1, Strength Level Base Shear Eq. 12.8-1 Allowable Stress Base Shear Eq. 12.8.7 Eq. 11.4-1 Eq. 11.4-2 Eq. 11.4-3 Eq. 11.4-4 Eq. 12.8-2 Eq. 12.8-3 Eq. 12.8-4 Eq: 12.8-5 Eq. 12.8-5 Eq. 12.8-6 Eq. 12.8-12 Eq. 12.10-1 Eq. 12.10-2 Eq. 12.10-3 Vertical Distribution ASD 1 Level P= 1.0 Story Shear Diaphragm ASD Force (p not included) hx (ft) Wx hxk (ft) Wxhxk Cvx (%) Fx (k) EV (k), Fpx (k) y=Fpx/Fx 0.0 0.0 0.000 0.0 0.0 0.0 0.00 0.0 0.0 0.000 0.0 0.0 0.0 0.00 0.0 0.0 0.000 0.0 0.0 0.0 0.00 Roof 42.0 173 42.0 7266.0 0.169 76.3 76.3 76.3 1.00 3rd 26.0 841.8 26.0 21886.8 0.509 229.7 306.0 253.8 1.10 2 13.0 1064.2 13.0 13834.6 0.322 145.2 451.1 230.9 1.59 E 2079.0 42987.4 451.1 °NRUCTUIN E?I IJC1' RAL 2124 Third Avenue. Suite 100. Seattle . WA 98121 vewi.swensonseyEagethorn Office: 206.443.6212 Fax: 206.443.4870 Project: 3438 S 148th Date: 12/15/2017 Project #: Design: FR Sheet: 2 SStSMtC. we LIVI ' ROOF : A= '355' )' ' 4- 3O' x 21' 4 f2' x 22.5,' - I2'41 h =15,5' Acrt.J .11 = I'1.51 2x1(0.5` • "11,5 17:5" wrx�i 7,.0,5 +M wdeCA=2,'a4s� W loe&OAS 11(9.5 Y� tA.)nn44 + V' C Liu -10W = t S P$ 1- use 412' .+%' + 23' \1 lt: o.c.- l'47--.°1 3rd noon LOvfti IkOOF At4•10or = 1-12(0 kr`oo.c = lto.% x %2' 4;• x 5`l N JQ9"+NaN = 11.V A- t`10.5 ° + %Z' 3`10 ,S' 1,004.30A% LV4 t 5 1,S' OW °-.000f td3 deaf* = 0.(0 QST Obea = • °t.� esf 4Auv..d-16k►t:R tO tbs."" use vj itAtTA s Ward - 491,.$ - 11x91 (Lw comic..) ',0-11 @IIIIIIYMucruRa�.GINEERING 31-13% �� ► y�-(h PROJECT -4/ 1112.0 fl - DATE pROJ. #Fie\ DESIGN SHEET 206.443.6272 ) SE,‘SNA‘ 1b,W1' Wait Vtacm:. JcVr 51-G4543 s " woa IS -10,S s1.5 = ' STRUCTURAL ENGINEERING PROJECT DAT! —+ I 12-0 I-1- DESIGN SHEET -0 ssfengineers.com a >- z STRUCTURAL ENGINEERING 3• b1%•h PROJECT DATE Pfie DESIGN SHEET N N cD G1 V' f OJ N o O N N N O O N C] � } E o 1n G1 .n O p a! N > ra r� F- fes. N Nm rv� Q F g t 1I- L ssfengineers.com SWENSON SAY FAGOT STRUCTURAL ENGINEERING itils#11ck PROJECT 1°1 11 -011 - DATE PROJ. # DESIGN SHEET 0 tDpi 4 61 4 0o ? tD• )11 N N N N 00 N .c,)- coco 41 y o v,2 og 7 (13 VI Q T o • O 1- ro ri N L1 0 1m ex in P E O V IJ1 C 0) N W LL 0 0.6 2.5. Engineer: Project: Code: FR 3438 S 148th 2015 IBC Axis: Location: Strong Bottom Reinforced Concrete Shear Wall Analysis ACI 318-14 ASCE 7-10 Load Combinations 2.3.2 (5) 2.3.2 (7) WALL GEOMETRY AND FORCES DL LL SL EQ 1.1 1.1 0.0 1.0 0.9 0.0 0.0 1.0 cI C2 4w Geomotery and Forces Loads Pier Dimensions Pier Story Analysis Location Axis Load QUDp,+ QUDMo+QUDM„2+ QUDN. QUDM,a. QUDM02. QUDv Wall hw lw tw Ag Acv hw/lw lw/bw Type Num. Num. Type T/B deg. Dir. kips k -ft k -ft kips k -ft k -ft kips Type ft ft in in2 in2 Check E1 3 UniAxial. Bott 0.0 X 37 250 1 -22 250 1 27 Wall 13 6 8 540 540 2.17 9.60 Wall. E2 3 UniAxial Bott 0.0 X 4 3 1 -1 3 1 3 Wall 13 2 9 252 252 5.65 3.07 Col/Alt E3 3 UniAxial Bott 0.0 X 14 0 0 11 0 0 0 Wall 13 28 9 2,970 2,970 0.47 36.67 Wall E4 3 UniAxial Bott 0.0 X 14 0 0 11 0 0 0 Wall 13 28 9 2,970 2,970 0.47 36.67 Wall E5 3 UniAxial Bott 0.0 X 14 0 0 11 0 0 0 Wall 13 28 9 2,970 2,970 0.47 36.67 Wall E6 3 UniAxial Bott 0.0 X 21 27 7 5 27 7 25 Wall 13 28 9 3,024 3,024 0.46 37.33 Wall Si 3 UniAxial Bott 90.0 Y 17 27 0 12 26 0 3 Wall 13 12 8 1,080 1,080 1.08 19.20 Wall Ni 3 UniAxial Bott 90.0 Y 35 37 7 22 35 7 7 Wall 13 23 8 2,070 2,070 0.57 36.80 Wall N2 3 UniAxial Bott 90.0 Y 16 30 16 9 30 16 2 Wall 13 28 9 3,024 3,024 0.46 37.33 Wall N3 3 UniAxial Bott 90.0 Y 13 0 0 10 0 0 0 Wall 13 26 9 2,808 2,808 0.50 34.67 Wall N4 3 UniAxial Bott 90.0 Y 14 11 8 11 11 8 4 Wall 13 28 9 3,024 3,024 0.46 37.33 Wall S2 3 UniAxial Bott 90.0 Y 13 14 1 10 14 1 1 Wall 13 9 8 810 810 • 1.44 14.40 Wall E2S 3 UniAxial Bott 0.0 X 4 9 8 -1 9 8 3 Wall 13 3 9 288 288 4.81 3.60 Col/Alt E2.1 3 UniAxial Bott 0.0 X 6 6 1 1 5 1 5 Wall 13 5 9 540 540 2.60 6.67 Wall E2.1S 3 UniAxial Bott 0.0 X 1 5 1 0 5 1 2 Wall 13 2 9 189 189 7.22 2.40 Col E2.2 3 UniAxial Bott 0.0 X 2 8 7 1 7 7 5 Wall 13 5 9 540 540 2.60 6.67 Wall E2.2S 3 UniAxial Bott 0.0 X 1 4 3 1 4 3 2 Wall 13 2 9 189 189 7.22 2.40 Col E2.3 3 UniAxial Bott 0.0 X 2 7 9 1 6 9 4 Wall 13 5 9 540 540 2.60 6.67 Wall E2.3S 3 UniAxial Bott 0.0 X 1 4 2 0 4 2 2 Wall 13 2 9 162 162 8.67 2.00 Col E2.4 3 UniAxial Bott 0.0 X 5 6 3 1 5 3 5 Wall 13 5 9 540 540 2.60 6.67 Wall W2 3 UniAxial Bott 0.0 X 6 46 1 3 46 1 13 Wall 13 8 9 810 810 1.73 10.00 Wall W3 3 UniAxial Bott 0.0 X 14 0 0 11 0 0 0 Wall 13 28 9 2,970 2,970 0.47 36.67 Wall W4 3 UniAxial Bott 0.0 X 14 0 0 11 0 0 0 Wall 13 28 9 2,970 2,970 0.47 36.67 Wall W5 3 UniAxial Bott 0.0 X 14 0 0 11 0 0 0 Wall 13 28 9 2,970 2,970 0.47 36.67 Wall W6 3 UniAxial Bott 0.0 X 18 36 13 7 35 13 22 Wall 13 28 9 3,024 3,024 0.46 37.33 Wall El 2 UniAxial. Bott 0.0 X 53 781 1 39 758 1 37 Wall 26 31 8 2,745 2,745 0.85 48.80 Wall E2 2 UniAxial Bott 0.0 X 16 14 1 -3 12 1 4 Wall 26 2 9 252 252 11.30 3.07 Col/Alt E3 2 - .UniAxial_ -_Bott _ 0.0-_. ,_ X -58 t -360 . -43 .�= 47 ---357 - 43 -- - 28 Wall 26 = 28 - 9 -2,970 -2,970 __ -0.95 --36.67 ' - Wall- E4 2 UniAxial Bott 0.0 X 58 319 94 47 317 94 25 Wall 26 28 9 2,970 2,970 0.95 36.67 Wall E5 2 UniAxial Bott 0.0 X 58 304 87 47 303 87 23 Wall 26 28 9 2,970 2,970 0.95 36.67 Wall E6 2 UniAxial Bott 0.0 X 69 266 240 41 262 240 33 Wall 26 28 9 3,024 3,024 0.93 37.33 Wall Si 2 UniAxial Bott 90.0 Y 30 18 0 21 17 0 1 Wall 18 12 8 1,152 1,152 1.46 18.00 Wall Ni 2 UniAxial Bott 90.0 Y 71 147 3 55 137 3 13 Wall 26 23 8 2,070 2,070 1.13 36.80 Wall N2 2 UniAxial Bott 90.0 Y 13 94 29 7 94 29 43 Wall 26 8 9 864 864 3.25 10.67 Wall N3 2 UniAxial Bott 90.0 Y 12 81 8 7 81 8 37 Wall 26 8 9 864 864 3.25 10.67 Wall N4 2 UniAxial Bott 90.0 Y 14 100 15 8 99 15 43 Wall 26 8 9 864 864 3.25 10.67 Wall S2 2 UniAxial Bott 90.0 Y 45 102 1 35 95 1 9 Wall 26 22 8 1,980 1,980 1.18 35.20 Wall S3 2 UniAxial Bott 90.0 Y 34 100 1 28 93 1 8 Wall 13 26 8 2,340 2,340 0.50 41.60 Wall DCR 001 1 QCE V' Cl O V -- O co 0 O co 0 O co 0 O M 0 O •-.. 0 O •-, 0 0 co 0 O co 0 O co 0 O co 0 O N -- O 7 O O 0 Cl O M O O 0 N O M O O V Cl O 7 O O t- O O co O O O O O O O O M O O v7 O O C, O O 7 O O M O O M O O Tr O O O O O N O O N N O O, -- O Cl N O N O O •-- O O ••:r- C ea 0) A > a 1 kips N-. 00 0 O 0 I 251 31 S N O V ^+ 00 1/491 ul Vl ken7 vl vl M co O O N N 1 371 O --• o0 N In N M N M M •-- M ^ M V 37 43 9 00 00 00 kin vn 0 in & AI > i7-a ]• a y 14. 00 00 h ul un 0 > L3. -- M t- M O, N N N 00 N M Shear Capacity > 14 axU N a. en .- - VD kin 7981 00 Ch t- 0o O. r- N VO -- r- 00 N OT N vl N -- 00 7541 812 t- co N R ,O co N •-- Vl N O O\ -- vn N 1201 — N O N -- 0 O N 7981 00 01 n 8121 7021 vn •-- •-- 00 O, N 00 O\ 1-- 798 N •-- 00 VO 00 N 5291 Cl 0 ^• 192 192 506 598 > W U a p .k V) O -- 1 ..l M ,D Ch M ,0 O, M VD •-•. O\ co ,O N •-- co eT -- un ,D un 0 ,O .-- V'. ,D t- v1 -- M 1/40 ,0 -- -- N V M M Cl N V ,O -- -- v) M VD ---• -- V 1.- -- O, M ,0 C, M ,D 0 M ,0 -- h ,o Cl M un N h .., CT M b O, Men b C\ -- V) 1/40 O, 0 N •-+ 0 .1 ,D 00 •-- ,D 1/40 cr 00 00 00 -- -- M M un V '$), LLl U a vl 0. ,t-C\ 00 M O O1 VD O O, VD O 01/4 b M -- O un t- N — 00 Tt M O t- M un VD M O t- 00 00 -- kin ' .1. 00 O t7 00 O.4. 00 O V 00 O, ul -. O O, VD O 0, lD O O1 VD M O r- 00 M l0 O, M O O, ,0 O O, l0 O O, lO M O t- 00 ,D N -- 00 M •-- 't.4 0.4 M M ,O •--' -- <Y Tr vl Vu Lmit - >f sqrt(fc) I ,O 0 N 0 O 0 O 0 O 0 -- 0 0 0 0 0 0 0 0 0 0 0 0 0 •-' 0 0 0 0 0 -- 0 N 0 -- 0 N 0 O 0 O 0 O 0 --- 0 N 0 N 0 •-- 0 0 0 ^- 0 O 0 -- 0 b 0 V0 l0 .-+ 0 0 0 O 0 �d G cE G Cc G 0 O 4.a. Q 20 ul ul cr as 0. c..). 5 O V co a co 0En 00 l0 00 b h. 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N 0 M 0 M 0 M 0 0 M M 0 M 0 M 0 M 0 M 0 M 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N ul N O M O M O M O M O M O N O M O M O M O M O M O M O N O O O N N M O M 1+ D U ti 0- -- ---. .-. .--. ^" •-- •-- - . .--. -. -. •--• -" -" -" N •-- -. -. -... -... .-. ^ ^ ^ •--� N -- .-- -.- -... .-, --- •-- .-. .-.. -. .- V C'-' • y D' 0 0 O ,O 0 0 O b 0 0 O ,O 0 0 O ,D 0 0 0 se 0 0 0 0 O O b b 0 0 O Sp 0 0 O ,D 0 0 O ,D 0 0 O VD 0 0 0 0 0 O ,D 0 0 O 0 0 O ,D 0 0 O ,D 0 0 O ,O 0 0 O ,D 0 0 O ,O 0 0 0 b 0 0 O ,O 0 0 O ,O 0 0 O ,O 0 0 O b 0 0 O ,O 0 0 0 b 0 0 O ,O 0 0 0 W 0 0 0 O 0 0 O •D 0 0 O v5 0 0 O ,O 0 0 0 vD 0 0 O ,D 0 0 0 0 0 0 O O O v ,D 0 0 O l0 to C 5 G. d] 0 0 0 ,D 0 0 N 0 0 N 0 0 N 0 0 N 0 0 0 0 N ,D 0 0 O 0 0 (-4 0 0 N 0 0 N 0 0 ,O 0 0 N 0 0 N 0 0 N 0 0 N 0 0 N 0 0 N 0 0 N 0 0 N 0 0 N 0 0 N 0 0 N 0 0 N 0 0 N 0 0 ,O 0 0 N 0 0 N 0 0 (V 0 0 (4 0 0 fV 0 0 b 0 0 ,O 0 0 N 0 0 0 0 0 0 N N b 0 0 ,D N Q.0 M 0 M 0 M 0 M 0 M 0 M M 0 0 M 0 M 0 M 0 M 0 M 0 M 0 M O M O M O M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 R Tr O t7 a M 0 M 0 M 0 M 0 M 0 M 0 M M M 0 0 0 M 0 Pier Data .0 o A 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 >- >- >- >4 >- >- >- Location °o E' 0 WooCaa0CaoamWoaoaoaOo0o 0 0 0 0 0 0 0 0 0 0 0 0 Bott Bott 0 co Bott 0 Ca 0 coa10o 0 Bott Bott Bott Bott Bott Bott Bott Butt Bott 0 oa 0 CCI 0 ogCaoaCa 0 0 Bott Bott Bott 0 00 0 C/Dz M M M M M M M M M M M M M M M M M M M M M M M M M Cl N N N Cl N Cl N N N N N N Pier z wwwwwU N M V ul ,0 .-- U ZZZz� N M Tt N E2S •--: - www (V E2.2S M w E2.3S E2.4 N M 33333Ww�IW V' tin ,O N M '' Vl W ,O W�zzzz�N N M N M Load LC2- I 00000 ....)1.1..J1-1.1aaaaaaaa +++ 1 N LC2- I 0 N 0 •f- 0 1 N 0 N 0 N 0 1 N 0 1 N 00 N aa,.aaaaaa N 0 N 0 N (.) ++ 0 0 �• 0 1 N 0 N 0 aaaaaaaaaaa N 0 N 0 N 0 N 0 N 0 N 0 1 N 0 1 N 0 1 N 0 N 0 CG A0 •a iOl 0 O 00' 0 O O O 00'0 00'0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -� 0 0 O 0 0 ---� 0 0 0.001 - - O 0 0 --� 0 0 O 0 0 --� 0 0 O 0 0 O 0 0 O 0 0 O 0 0 1 0.02 - - 0 0 --� 0 0 ^-� 0 0 ^-� 0 0 O 0 0 --� 0 0 N 0 0 Cl 0 0 N 0 0 O 0 0 O 0 0 W •� Ca # Legs I # Legs I O O O O O O 0 0 O O O O O 0 O O 0 O O O O 0 O 0 O O O O O 0 O O O O O 0 O O Boundary Element Reinforcing ea U) -9 v, 0 O N O N O N 12.0 1 O N Un O V, O O N O N O N v, O O N O N O NN O O N 0 N O N O NN O 0 N O N O N 0 N vl O O N O NN O O N vl O vl O O N O N O N un O v7 O F on V1 1/1 1/1 vl ul !f un V1 kr, It V1 et et et V1 V1 V1 Ci un Vl In un un et et et vl vl vl vl vl V V1 q.) O O cl.. W CO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BE Num Bars !} .4' Tr [i [< vt st .7 V 7 et et 7 et et a et C V of 7 4- Nt 7 Nt Nt a V V V' Nt Vl L CC "0 W • Ca M O 0.31 1 M O M O M O M O M O M O M O M O M O M o M 0 M O M 0 M 0 M 0 -.-. M 0 M 0 M 0 -. M 0 .. M 0 ..4 M 0 .. M 0 .. M 0 .. M O _ M 0 _ M 0 _ M 0 .4d M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 Vert. Dist. Reinforcing 1 ao 01 O 0 0.0029 TI Ch N O 0 0 0.0029 0.0029 0.0029 CN 0 0 0 of ---. 0 0 0 C\ N 0 o 0 Ch N O O 0 0.0029 0.0019 —007.5-g1 0.0029 Ch N O 0 0 r vl O 0 0 0.00291 0.00291 o\ N O o 0 0.00291 o, N O O 0 0.00291 Ch N O o 0 0.00291 CN N O 0 0 C\ O 0 0 v O 0 0 0.00291 0.0029 0.00291 0.0029 0.00181 C\ ---- O 0 0 o, Cl O 0 0 Ch N O 0 0 o\ Cl O 0 0 1 0.00191 0.0019 S acing in o v, O 0 O N 0 O N o O N 0 O N 0 O N 0 vl O 0 vl O 0- O- N 12.001 o .In O —7TITC11 12.00 12.001 o O N 12.00 12.00 0 0 N o 0 N o 0 N 0 0 N 0 0 N 0 0 N o 0 N O vl O o 0 o0 0 0 N 0 0 N 0 0 N o 0 (V o vl O 0 VI O 0 O N 0 O fV 0 O N o vi 0 0 h 0 As int O N -. M M .--r M O N O - M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 --' M 0 0 N 0 -. 0 M 0 M 0 M 0 M 0 0 N 0 0 N 0 --, M 0 M 0 ^c) M 0 N 0 0 N 0 40 0 0 d 0 0. H7 a Q X Wall A 33 XX as Y Wall I Y Wall Y Wall 1 Y Wall 1 X Wall 1 X Wall 1 O 030 XXX N O X Wall 1 X Wall X Wall al 33333333333 XXXXXXXXX›.›. ct a0 id Q 67..d is a0 R es el itl 1 Y Wall 1 iC 33 5-�- td Y Wall Load Dir. XX Location T/B II 0 CO 0 OO 0 CO 0 CO 0 CO 0 CO 0 CO 0 CO 0 CO 0 CO Bott 0 CO 0 CO 0 CO 0 CO 0 CO 0 CO 0 CO 0 CO 0 CO 0 W 0 CO 1 Bott 1 Bott 0 CO 0 CO 0 CO 0 CO 0 CO 0 CO 0 CO 0 CO 0 CO Bott O CO Bott Bott O W Story f Num. M M M M M M M M M M M M M M M M M M M M M M M M M el N N N N Cl N N N N N N N y P+ �,,zwwwwwwChz N M,t vl V0 N2 1 M Z N4 N �Ww ~ E2.1S 1 N ww N E2.3 1 M ww33 N M W4 W5 l0 3 El N 0J M 14 E4 vl w E6 --- up IN N M Z N4 N �u) M Reinforced Concrete Shear Wall Analysis ACI 318-14 WALL GEOMETRY AND FORCES Geomotery and Forces Loads Pier Dimensions Pier Story Analysis Location Axis Load QUDp0+ QUDMui+QUDM,2+ QUDp,,. QUDM„i- QUDM„2- QUDv Wall hw lw tw Ag Acv hw/lw lw/bw Type Num. Num. Type T/B deg. Dir. kips k -ft k -ft kips k -ft k -ft kips Type ft ft in int int Check S4 2 UniAxial Bott 90.0 Y 37 192 1 30 190 1 15 Wall 13 28 8 2,520 2,520 0.46 44.80 Wall S5 2 UniAxial Bott 90.0 Y 31 118 1 24 114 1 9 Wall 13 23 8 2,070 2,070 0.57 36.80 Wall E2S 2 UniAxial Bott 0.0 X 18 26 2 3 24 2 3 Wall 26 3 9 288 288 9.63 3.60 Col/Alt E2.1 2 UniAxial Bott 0.0 X 11 41 1 0 37 1 10 Wall 17 5 9 540 540 3.40 6.67 Wall N2E 2 UniAxial Bott 90.0 Y 38 91 18 -2 89 18 24 Wall 13 10 9 1,080 1,080 1.30 13.33 Wall N2W 2 UniAxial Bott 90.0 Y 56 105 67 -18 103 67 16 Wall 13 10 9 1,080 1,080 1.30 13.33 Wall N3E 2 UniAxial Bott 90.0 Y 51 84 11 -17 82 11 13 Wall 13 9 9 972 972 1.44 12.00 Wall N3W 2 UniAxial Bott 90.0 Y 52 89 11 -17 88 11 13 Wall 13 9 9 972 972 1.44 12.00 Wall N4E 2 UniAxial Bott 90.0 Y 56 105 40 -20 104 40 16 Wall 13 10 9 1,080 1,080 1.30 13.33 Wall. N4W 2 UniAxial Bott 90.0 Y 36 68 10 -1 67 10 19 Wall 13 10 9 1,080 1,080 1.30 13.33 Wall. E2.1S 2 UniAxial Bott 0.0 X 9 28 6 -2 26 6 9 Wall 23 2 9 189 189 12.78 2.40 Col E2.2 2 UniAxial Bott 0.0 X 28 276 48 13 275 48 28 Wall 26 25 9 2,700 2,700 1.04 33.33 Wall E2.2S 2 UniAxial Bott 0.0 X 2 22 12 0 22 12 7 Wall 23 2 9 189 189 12.78 2.40 Col E2.3 2 UniAxial Bott 0.0 X 5 34 4 3 32 4 11 Wall 17 5 9 540 540 3.40 6.67 Wall E2.3S 2 UniAxial Bott 0.0 X 7 25 9 0 23 9 8 Wall 23 2 9 162 162 15.33 2.00 Col E2.4 2 UniAxial Bott 0.0 X 8 34 1 2 31 1 9 Wall 17 5 9 540 540 3.40 6.67 Wall W2 2 UniAxial Bott 0.0 X 36 71 2 -5 68 2 16 Wall 26 8 9 810 810 3.47 10.00 Wall W3 2 UniAxial Bott 0.0 X 58 515 62 47 513 62 40 Wall 26 28 9 2,970 2,970 0.95 36.67 Wall W4 2 UniAxial Bott 0.0 X 58 396 84 47 395 84 30 Wall 26 28 9 2,970 2,970 0.95 36.67 Wall W5 2 UniAxial Bott 0.0 X 58 427 72 47 426 72 33 Wall 26 28 9 2,970 2,970 0.95 36.67 Wall W6 2 UniAxial Bott 0.0 X 67 488 234 42 484 234 44 Wall 26 28 9 3,024 3,024 0.93 37.33 Wall E1 1 UniAxial Bott 0.0 X 126 1,326 0 37 1,306 0 46 Wall 39 31 8 2,745 2,745 1.28 48.80 Wall E2 1 UniAxial Bott 0.0 X 15 27 1 3 26 1 14 Wall 39 2 9 252 252 16.96 3.07 Col/Alt E3 1 UniAxial Bott 0.0 X 11 27 0 5 25 0 9 Wall 39 8 9 864 864 4.88 10.67 Wall. E4 1 UniAxial Bott 0.0 X 28 31 0 16 30 0 6 Wall 39 7 9 702 702 6.00 8.67 Wall E5 1 UniAxial Bott 0.0 X 28 29 0 16 28 0 6 Wall 39 7 9 702 702 6.00 8.67 Wall E6 1 UniAxial Bott 0.0 X 73 174 0 10 169 0 23 Wall 39 12 9 1,269 1,269 3.31 15.73 Wall Ni 1 UniAxial Bott 90.0 Y 137 629 3 88 583 3 22 Wall 39 23 8 2,070 2,070 1.70 36.80 Wall N2 1 UniAxial Bott 90.0 Y 27 27 0 12 26 0 26 Wall 39 8 9 864 864 4.88 10.67 Wall N3 l UniAxial Bott 90.0 Y 21 27 0 16 27 0 20 Wall 39 8 9 864 864 4.88 10.67 Wall N4 1 UniAxial Bott 90.0 Y 25 28 0 13 27 0 25 Wall 39 8 9 864 864 4.88 -10.67. Wall - S2 1 UniAxial Bott 90.0 Y 85 191 0 54 178 0 5 Wall 39 22 8 1,980 1,980 1.77 35.20 Wall. S3 1 UniAxial Bott 90.0 Y 68 185 0 54 177 0 8 Wall 26 26 8 2,340 2,340 1.00 41.60 Wall. S4 1 UniAxial Bott 90.0 Y 75 393 0 61 387 0 16 Wall 26 28 8 2,520 2,520 0.93 44.80 Wall S5 1 UniAxial Bott 90.0 Y 62 259 0 47 257 0 13 Wall 26 23 8 2,070 2,070 1.13 36.80 Wall E2S 1 UniAxial Bott 0.0 X 54 33 0 10 32 0 9 Wall 39 3 9 288 288 14.44 3.60 Col/Alt E3S 1 UniAxial Bott 0.0 X 89 169 0 4 167 0 26 Wall 13 12 9 1,296 1,296 1.08 16.00 Wall E3N 1 UniAxial. Bott 0.0 X 69 56 0 -11 55 0 15 Wall 13 7 9 702 702 2.00 8.67 Wall E4S 1 UniAxial Bott 0.0 X 35 23 0 -6 22 0 3 Wall 13 4 9 432 432 3.25 5.33 Col/Alt E4N 1 UniAxial Bott 0.0 X 45 39 0 -5 36 0 4 Wall 13 5 9 540 540 2.60 6.67 Wall E5S 1 UniAxial Bott 0.0 X 45 40 0 -4 37 0 4 Wall 13 5 9 540 540 2.60 6.67 Wall Reinforced Concrete Shear Wall Analysis ACI 318-14 PIER SHEAR CAPACITY Pier Data Horizontal Reinforcing Column Minimums Vu Lmit Shear Capacity Column & Alt Pier Demand DCR I Pier Story Location Load As Spacing fce Curt./ ao pt Ash Spa Agfc Ve QCEvc QCEvs QCEv, Ve QUFv Vu4E) QUD(VDc,) QUD Num. Num. T/B Dir. in2 in psi Ties in' in 20 sqrt(fc) kips kips kips kips kips Kips kips QCE S4 2 Bott Y 0.31 16.00 6,000 1 3.0 0.0026 0.1 586 488 644 15 0.02 S5 2 Bott Y 0.31 16.00 6,000 1 3.0 0.0026 0.1 481 401 529 9 0.02 E2S 2 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.1 45 63 64 336 8 8 8 0.12 E2.1 2 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.2 84 116 120 10 0.08 N2E 2 Bott Y 0.31 12.00 6,000 1 3.0 0.0029 0.3 251 233 290 24 0.08 N2W 2 Bott Y 0.31 12.00 6,000 1 3.0 0.0029 0.2 251 233 290 16 0.06 N3E 2 Bott Y 0.31 12.00 6,000 1 3.0 0.0029 0.2 226 209 261 13 0.05 N3W 2 Bott Y 0.31 12.00 6,000 1 3.0 0.0029 0.2 226 209 261 13 0.05 N4E 2 Bott Y 0.31 12.00 6,000 1 3.0 0.0029 0.2 251 233 290 16 0.06 N4W 2 Bott Y 0.31 12.00 6,000 1 3.0 0.0029 0.2 251 233 290 19 0.07 E2.1S 2 Bott X 0.31 12.00 6,000 1 2.0 0.0029 1.68 4.0 56.7 0.6 0 42 25 166 23 23 23 0.90 E2.2 2 Bott X 0.31 12.00 6,000 1 3.0 0.0029 0.1 627 581 725 28 0.04 E2.2S 2 Bott X 0.31 12.00 6,000 1 2.0 0.0029 1.68 4.0 56.7 0.5 0 42 25 157 18 18 18 0.70 E2.3 2 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.3 84 116 120 11 0.09 E2.3S 2 Bott X 0.31 12.00 6,000 1 2.0 0.0029 1.47 4.0 48.6 0.6 0 35 21 160 20 20 20 0.96 E2.4 2 Bott . X 0.31 12.00 6,000 1 2.0 0.0029 0.2 84 116 120 9 0.08 W2 2 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.3 125 174 180 16 0.09 W3 2 Bott X 0.31 12.00 6,000 1 3.0 0.0029 0.2 690 639 798 40 0.05 W4 2 Bott X 0.31 12.00 6,000 1 3.0 0.0029 0.1 690 639 798 30 0.04 W5 2 Bott X 0.31 12.00 6,000 1 3.0 0.0029 0.1 690 639 798 33 0.04 W6 2 Bott X 0.31 12.00 6,000 1 3.0 0.0029 0.2 703 651 812 44 0.05 El 1 Bott X 0.31 16.00 6,000 1 3.0 0.0026 0.2 638 532 " 702 46 0.07 E2 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.7 39 53 56 325 35 35 35 0.63 E3 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.1 134 186 192 9 0.05 E4 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.1 109 151 156 6 0.04 E5 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.1 109 151 156 6 0.04 E6 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.2 197 274 283 23 0.08 Ni 1 Bott Y 0.31 16.00 6,000 1 2.6 0.0026 0.1 418 401 492 22 0.04 N2 1 Bott Y 0.31 12.00 6,000 1 2.0 0.0029 0.4 134 186 192 26 0.14 N3 1 Bott Y 0.31 12.00 6,000 1 2.0 0.0029 0.3 134 186 192 20 0.10 N4 1 Bott Y 0.31 12.00 6,000 1 .. 2.0 0.0029 _. - . . __ -___.- _ - -_.-0.4 ____ -134 ^-_186 ____-_,:,:192 :_______-�_..._ _.. T. - -:25=20:13 S2 1 Bott Y 0.31 16.00 6,000 1 2.5 0.0026 0.0 376 384 456 5 0.01 S3 1 Bott Y 0.31 16.00 6,000 1 3.0 0.0026 0.0 544 453 598 8 0.01 S4 1 Bott Y 0.31 16.00 6,000 1 3.0 0.0026 0.1 586 488 644 16 0.02 S5 1 Bott Y 0.31 16.00 6,000 1 3.0 0.0026 0.1 481 401 529 13 0.02 E2S 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.4 45 63 64 262 23 23 23 0.35 E3S 1 Bott X 0.31 12.00 6,000 1 3.0 0.0029 0.3 301 279 348 26 0.07 E3N 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.3 109 151 156 15 0.10 E4S 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.1 67 93 96 275 8 8 8 0.08 E4N 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.1 84 116 120 4 0.03 E5S 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.1 84 116 120 4 0.03 Load LC2- I N aaaaa-:Jas.1- N N LC2- I N N N N - LC2- I LC1+ N _ +_ LC2- I N N N N N - N - LC2- I N± .4 �. LC2- LC2- I N asasa.1.4a0 N LC2- I LC1+ N N N N ClN ,1 LC2- LC2- I N a LC2- I I N - I N - a/ 0 Q CY , -" w 0 O O 0 O N 0 O N O O .•. O O .-. O O .-. O O .--, O O r+ O O ^ 0 O oo O O .-. O O VO O O N O O Z0.0 80.0 '-' O O ^'-. O O O O -- O O ""' O O M O O et O O -- O O -- O O "" O O N O O N O O .-. O 0 O O O ..0.--I O O O 0 .-. O 0 ... O 0 .-. O 0 v) O 0 0.02 N O O N O O N O O N O O �s w gq • Boundary Element Reinforcing # Legs I # Legs o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o o O 0 O O o 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 Tie Spa •C vIin0000 O O N N N N 12.0 00000000000 N N N N N N N N N N N o N o N o N VI O o N o N 0 N o N 1 O•zt __ 1 VI O CD N 12.0 CD N 41 O VI O 01 O v,00 O N N r 12.0 O0o N N N O F- N C%] Tr 7 R V vn v--, v-, .11 un in ten i vi un un un v1 un vn un v1 vl in �n vi vi vi wn vi un v) vi v tel et et et' vl vi on un BE Space C o 0 0 0 1.0 0 0 0 0 0 0 0 0 0 1.0 1.0 O o 0 0 0 0 0 1.0 O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 BE Num N MI CO et et et et et et et et et et ^. ^. ", "t ^, ^, Q et et et er 7 et et et et et et et et et et V et .-. .--. .--i .-. ,--, .-+ N CO W CO C M 0 M 0 M 0 (n 0 en 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 en 0 M 0 M M 0 0 M 0 M 0 M 0 M 0 1 0.31 1 M O M O M O M O M O M O M O M O M O M O M O !n O M O M O M O M O M O M O M O M O Vert. Dist. Reinforcing aCD CN O 0 O\ O 0 0 0.0029 0.0029 0.00291 ".10291 0.0029 0.0029 0.00291 0.00291 0.00291 0.0029 0.0029] CN N O 0 0 0.0029 0.0029 0.00291 0.00291 0.00291 0.00291 0.00291 0.0019 0.00291 0.00291 0.00291 0.00291 0.00291 1 O\ 0 0 0 0.00291 O\ N 0 0 0 0.00291 O\ 0 0 0 OT 0 0 0 O\ 0 0 0 O\ 0 0 0 1 0.00291 O\ N O 0 0 1 0.0029 1 0.0029 1 0.0029 0.0029 Spacing = 0 v1v,000 O 0 O 0 N 0 N 0 N 12.00 12.001 12.00 0 000 N 0 N 0 N 12.00 1.2.00 0 00 N 12.00 12.00 0 0 N 12.00 12.00 0 00 N 0 N 0 v,0oo0oVnoo0vIv1v,Wn000000 O 0 N 0 0 N N 0 N 0 N 0 O 0 N 0 N 0 N 0 O 0 O 0 O 0 O 0 N 0 N 0 N 0 N 0 N 0 N y ry .. 0 Cl 0 O N 0 M O M O M O M o M 0 1 0.311 M 0 M 0 M 0 fel 0 en 0 In 0 M M 0 0 M 0 M 0 M 0 M 0 en 0 O N 0 M 0 til 0 M 0 to 0 M 0 O N 0 M 0 M 0 M 0 O N 0 O N 0 O N 0 O N 0 M 0 M 0 M 0 M 0 M 0 M 0 R r at CI WI a CU °. y CL [= W all Y Wall Q v3 XX iC Y Wall Y Wall Y Wall Y Wall Wall Y Wall O 0 XXX c0 O 0 X Wall X ! Col X Wall id 3333333333333333 XXXXXXXXXXX>->->->->->- it c0 c0 as cd A at A cd c0 c0 c0 MI c0 c0 Y Wall Y Wall I — 15 X ro X co X Q 15 X cd X as X Load Ca Location T/B 000 CO CC) Bott Bott 0000 mm Ca CO Bott 0 CO Bott 0000 CD CC) C Bott Bott 000 oaaaCO Bott 1 Bott Bott Bott Bott 00 CO CO Bott 0 CO Bott Bott Bott 00 maO Bott 000000 CA coaOaaaOcc) Bott Story Num. N N N N N Cl N N N N N N N N N N N Cl N N N w. .-. .. .-. .. .. .-. -r ... .,^ .. -- ^^^ ^' .. .. az S4 'w�zzz N3W 1 zzw E2.2 E2.2S E2.3 E2.3S E2.4 W2 333 W6 wwww E5 w Ni N2 N3 z S2 % S4 % E2S E3S m E4S E4N E5S Reinforced Concrete Shear Wall Analysis ACI 318-14 WALL GEOMETRY AND FORCES Geomotery and Forces Loads Pier Dimensions Pier Story Analysis Location Axis Load QUDew QUDM.i+QUDM.2+ QUDe,. QUDMo- QUDM,2- QUDv Wall hw lw tw Ag Acv hw/lw lw/bw Type Num. Num. Type T/B deg. Dir. kips k -ft k -ft kips k -ft k -ft kips Type ft ft in in2 in2 Check E5N 1 UniAxial Bott 0.0 X 33 20 0 -5 19 0 2 Wall 13 4 9 432 432 3.25 5.33 Col/Alt E6S 1 UniAxial Bott 0.0 X 12 2 34 2 2 34 2 Wall 3 2 9 243 243 1.36 2.93 Wall E6N 1 UniAxial Bott 0.0 X 52 106 2 2 103 2 29 Wall 13 8 9 891 891 1.59 10.93 Wall N2E 1 UniAxial Bott 90.0 Y 89 275 1 -15 268 1 38 Wall 26 10 9 1,080 1,080 2.60 13.33 Wall N2W 1 UniAxial Bott 90.0 Y 114 249 0 -50 246 0 29 Wall 26 10 9 1,080 1,080 2.60 13.33 Wall N3E 1 UniAxial Bott 90.0 Y 104 188 0 -45 185 0 21 Wall 26 9 9 972 972 2.89 12.00 Wall N3W 1 UniAxial Bott 90.0 Y 105 194 0 -44 191 0 22 Wall 26 9 9 972 972 2.89 12.00 Wall N4E 1 UniAxial Bott 90.0 Y 115 245 0 -52 242 0 28 Wall 26 10 9 1,080 1,080 2.60 13.33 Wall N4W 1 UniAxial Bott 90.0 Y 105 292 1 -33 285 1 36 Wall 26 10 9 1,080 1,080 2.60 13.33 Wall E4.2 1 UniAxial Bott 0.0 X 24 12 0 9 11 0 9 Wall 13 8 9 864 864 1.63 10.67 Wall E4.3 1 UniAxial Bott 0.0 X 8 6 3 3 6 3 5 Wall 6 3 9 297 297 2.14 3.73 Col/Alt E4.1 1 UniAxial. Bott 0.0 X 12 11 3 -1 10 3 6 Wall 6 3 9 351 351 1.88 4.27 Wall E5.1 1 UniAxial Bott 0.0 X 6 2 1 -1 2 1 4 Wall 6 1 9 135 135 5.00 1.60 Col E5.2 1 UniAxial Bott 0.0 X 19 3 0 4 2 0 8 Wall 13 4 9 432 432 3.25 5.33 Col/Alt E5.3 1 UniAxial Bott 0.0 X 2 1 1 1 1 1 2 Wall 6 1 9 81 81 7.50 1.07 Col E2.2 1 UniAxial Bott 0.0 X 29 335 3 14 334 3 20 Wall 32 25 9 2,700 2,700 1.26 33.33 Wall E3.1 1 UniAxial Bott 0.0 X 5 1 0 1 1 0 1 Wall 13 1 9 108 108 13.00 1.33 Col E3.2 1 UniAxial Bott 0.0 X 9 3 5 0 3 5 4 Wall 1 2 9 216 216 0.50 2.67 Wall E3.2S 1 UniAxial Bott 0.0 X 20 5 9 2 5 9 5 Wall 3 2 9 243 243 1.36 2.93 Wall E3.3 1 UniAxial Bott 0.0 X 8 2 6 0 2 6 3 Wall 1 2 9 216 216 0.50 2.67 Wall E3.3S 1 UniAxial Bott 0.0 X 15 2 8 -1 2 8 2 Wall 3 2 9 216 216 1.50 2.67 Wall E4.4 1 UniAxial Bott 0.0 X 3 1 2 1 1 2 3 Wall 6 1 9 135 135 5.00 1.60 Col E4.5 1 UniAxial Bott 0.0 X 19 3 0 4 2 0 8 Wall 13 4 9 432 432 3.25 5.33 Col/Alt E4.6 1 UniAxial Bott 0.0 X 5 1 1 -1 1 1 3 Wall 6 1 9 81 81 7.50 1.07 Col E5.4 1 UniAxial Bott 0.0 X 8 8 3 3 7 3 5 Wall 6 3 9 351 351 1.88 4.27 Wall E5.5 1 UniAxial Bott 0.0 X 23 12 0 10 11 0 9 Wall 13 8 9 864 864 1.63 10.67 Wall E5.6 1 UniAxial Bott 0.0 X 11 8 3 -1 8 3 5 Wall 6 3 9 297 297 2.14 3.73 Col/Alt E6.1 1 UniAxial Bott 0.0 X 7 1 21 0 1 21 2 Wall 1 2 9 216 216 0.50 2.67 Wall E6.2 1 UniAxial Bott 0.0 X 10 13 12 1 12 12 7 Wall 6 5 9 486 486 1.33 6.00 Wall E6.3 1 UniAxial Bott 0.0 X 23 19 1 11 19 1 13 Wall 13 8 9 864 864 1.63 10.67 Wall _ E6.4__ _ 1 .UniAxial. _.Bott 0.0 _ X__ . .7 3 3 . 1 - 3 3 - 6 Wall 6 __ 2 9 :162 ,__ 162 ___.4.00 --2.00 Col W2 1 UniAxial. Bott 0.0 X 76 49 0 -32 49 0 6 Wall 39 8 9 810 810 5.20 10.00 Wall W3 1 UniAxial Bott 0.0 X 19 10 0 7 9 0 10 Wall 39 8 9 864 864 4.88 10.67 Wall. W3N 1 UniAxial Bott 0.0 X 70 66 0 -16 63 0 10 Wall 13 7 9 702 702 2.00 8.67 Wall W3.1 1 UniAxial. Bott 0.0 X 9 2 2 -2 2 2 3 Wall 1 2 9 216 216 0.50 2.67 Wall. W3.2 1 UniAxial Bott 0.0 X 10 3 9 -1 3 9 4 Wall 1 2 9 216 216 0.50 2.67 Wall W3S 1 UniAxial Bott 0.0 X 97 205 0 -3 203 0 26 Wall 13 13 9 1,404 1,404 1.00 17.33 Wall W3.2S 1 UniAxial Bott 0.0 X 19 6 13 -1 6 13 5 Wall 3 2 9 216 216 1.50 2.67 Wall W3.3 1 UniAxial Bott 0.0 X 8 3 10 0 3 10 3 Wall 1 2 9 216 216 0.50 2.67 Wall W3.3S 1 UniAxial Bott 0.0 X 21 3 16 -6 2 16 3 Wall 3 3 9 270 270 1.20 3.33 Wall W4 1 UniAxial Bott 0.0 X 36 41 0 21 40 0 8 Wall 39 7 9 702 702 6.00 8.67 Wall Reinforced Concrete Shear Wall Analysis ACI 318-14 PIER SHEAR CAPACITY Pier Data Horizontal Reinforcing Column Minimums Vu Lmit Shear Capacity Column & Alt Pier Demand DCR Pier Story Location Load As Spacing fce Curt./ ao pt Ash Spa Agfc Ve QCEvc QCEv, QCEv„ Ve QUFv Vu(E) QUDoaks) QUD Num. Num. T/B Dir. in' in psi Ties in' in 20 sqrt(fc) kips kips kips kips kips Kips kips QCE E5N 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.1 67 93 96 273 5 5 5 0.05 E6S 1 Bott X 0.31 12.00 6,000 1 3.0 0.0029 0.1 56 51 65 2 0.03 E6N 1 Bott X 0.31 12.00 6,000 1 2.8 0.0029 0.4 195 191 232 29 0.13 N2E 1 Bott Y 0.31 12.00 6,000 1 2.0 0.0029 0.5 167 233 240 38 0.16 N2W 1 Bott Y 0.31 12.00 6,000 1 2.0 0.0029 0.3 167 233 240 29 0.12 N3E 1 Bott Y 0.31 12.00 6,000 1 2.0 0.0029 0.3 151 209 216 21 0.10 N3W 1 Bott Y 0.31 12.00 6,000 1 2.0 0.0029 0.3 151 209 216 22 0.10 N4E 1 Bott Y 0.31 12.00 6,000 1 2.0 0.0029 0.3 167 233 240 28 0.12 N4W 1 Bott Y 0.31 12.00 6,000 1 2.0 0.0029 0.4 167 233 240 36 0.15 E4.2 1 Bott X 0.31 12.00 6,000 1 2.8 0.0029 0.1 184 186 222 9 0.04 E4.3 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.2 46 65 67 203 13 13 13 0.19 E4.1 1 Bott X 0.31 12.00 6,000 1 2.3 0.0029 0.2 61 74 81 6 0.07 E5.1 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 1.26 4.0 40.5 0.4 0 28 17 154 10 10 10 0.60 E5.2 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.2 67 93 96 254 20 20 20 0.21 E5.3 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.98 4.0 24.3 0.3 0 19 11 109 5 5 5 0.45 E2.2 1 Bott X 0.31 12.00 6,000 1 3.0 0.0029 0.1 627 581 725 20 0.03 E3.1 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 1.12 4.0 32.4 0.1 0 23 14 .119 3 3 3 0.18 E3.2 1 Bott X 0.31 12.00 6,000 1 3.0 0.0029 0.2 50 47 58 4 0.07 E3.2S 1 Bott X 0.31 12.00 6,000 1 3.0 0.0029 0.3 56 51 65 5 0.08 E3.3 1 Bott X 0.31 12.00 6,000 1 3.0 0.0029 0.2 50 47 58 3 0.05 E3.3S 1 Bott X 0.31 12.00 6,000 1 3.0 0.0029 0.1 50 47 58 2 0.03 E4.4 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 1.26 4.0 40.5 0.3 0 28 17 150 8 8 8 0.45 E4.5 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.2 67 93 96 254 20 20 20 0.21 E4.6 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.98 4.0 24.3 0.4 0 19 11 112 8 8 8 0.67 E5.4 1 Bott X 0.31 12.00 6,000 1 2.3 0.0029 0.2 61 74 81 5 0.06 E5.5 1 Bott X 0.31 12.00 6,000 1 2.8 0.0029 0.1 184 186 222 9 0.04 E5.6 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.2 46 65 67 207 13 13 13 0.19 E6.1 1 Bott X 0.31 12.00 6,000 1 3.0 0.0029 0.1 50 47 58 2 0.03 E6.2 1 Bott X 0.31 12.00 6,000 1 3.0 0.0029 0.2 113 105 131 7 0.05 E6.3 1 Bott X 0.31 12.00 6,000 1 2.8 0.0029 0.2 184 186 222 13 0.06 E6.4 1 Bott X . 0.31 12.00 6,000 1 _ 2.0 0.0029 ._1.47 .-_4.0 . 48.6 .-.. -0.5 0 --- 35 . _____-21 -__160 __:____,15 15 -,_�15 X0.72 W2 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.1 125 174 180 6 0.03 W3 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.1 134 186 192 10 0.05 W3N 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.2 109 151 156 10 0.06 W3.1 1 Bott X 0.31 12.00 6,000 1 3.0 0.0029 0.2 50 47 58 3 0.05 W3.2 1 Bott X 0.31 12.00 6,000 1 3.0 0.0029 0.2 50 47 58 4 0.07 W3S 1 Bott X 0.31 12.00 6,000 1 3.0 0.0029 0.2 326 302 377 26 0.07 W3.2S 1 Bott X 0.31 12.00 6,000 1 3.0 0.0029 0.3 50 47 58 5 0.09 W3.3 1 Bott X 0.31 12.00 6,000 1 3.0 0.0029 0.2 50 47 58 3 0.05 W3.3S 1 Bott X 0.31 12.00 6,000 1 3.0 0.0029 0.1 63 58 73 3 0.04 W4 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.1 109 151 156 8 0.05 WALL MOMENT CAPACITY DCR Load N UUUUU aaaaa N N N N LC2- I N V a N U a N V aa,.aaa,.a,as,.a.aa.aa N O N V N V (4.1 O N U .-. Q N O .-. V N U N O N U N_ O o a..1,.aaaa.a..)a- N_ U Q N U N O N D N U N U N O .-. V N L) - LC2- I N_ UQUUQUOU a„.)aa,.aaa.� N N_ N N N �n 2 U a N 0 0 O 0 0 N 0 0 V 0 0 V 0 0 M 0 0 M 0 0 0.04 0 O O 0 O -, 0 O _ 0 O .-, 0 O O 0 O -. 0 O -, 0 O -, 0 O -. 0 O -. 0 O 0 0 O 0 0 O 0 0 O 0 0 O -, 0 O --. 0 O O 0 O -, 0 O O 0 O -+ 0 O O 0 O -, 0 O -. 0 O O 0 O N_ 0 O 0 O 0 O N 0 O N 0 O -. 0 O O 0 O -. 0 O W GO C i Boundary Element Reinforcing # Legs I -. -. -. .... .. ... .. -.. ^.. _ ... ... -. ..4 ... ... ..1 -.. .0 ._. _ .1 -. _ ... .-. -.. --. -. ..-. I. .r .. .... v. ... .1 -. -. v. # Legs 0 0 0 0 0000000000000000000000000000000000000 O ¢' O 0 N 0 N 0 N 0 N 12.0 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N r 12.0 0 N 1 12.0 1 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 12.0 0 N O Hun Size ../1 .n 7 'V kr, .11 .n kr. kr. tr. .n .n In tr.In tr. .n tr..n v) ten .n v. v1 h v) v1 h v) v1 v1 v1 v1 BE Space 0 0 0 0 0 0 1.0 00000000000C> 1.0 0 0 0 0 0 O 0 0 O O O O 1.0 0 0 0 0 0 0'1 O 0 O BE Num . R.. CD _ — . V R 7 R -, _ _ _ .-. -. .-. -. .-. .-. .-. _ .-. .-. .-. .-, .-. .-. .-. .-. .-, .-. V .-. .r -. .-. -. V' y CO 6•A GA in' M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 Vert. Dist. Reinforcing 0. 0.00291 0.00291 0.0029 0.00291 0.00291 0.00291 0.00291 0.00291 0.0029 0.00291 o\ N O o 0 0.00291 ON N O 0 o 0.00291 O. N 0 0 o ON N 0 0 o 0.00291 ON N 0 0 o 0.00291 ON N 0 0 o 0.00291 0.0029 0.00291 ON N 0 0 o 0.00291 0.00291 0.00291 0.0029 0.00291 0.0029 0.00291 0.00291 0.00291 0.00291 0.00291 0.00291 ON N 0 0 o ON N 0 0 o ON N 0 0 o Spacing ui 12.00 0 0 N 12.00 12.00 12.00 0 0 N 0 0 N 12.00 12.00 0 0 N 12.00 0 0 N 0 0 N 12.00 0 0 N 0 0 N 12.00 1 12.00 12.00 0 0 N 0 0 N 12.00 12.00 12.00 12.00 12.00 12.00 0 0 N 0 0 N 12.00 12.00 12.00 12.00 0 0 N 12.00 12.00 0 00 . N 0 N 0 0 N 0 0 . N 0 0 N y. < . M 0 M 0 M 0 0 0.311 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Men 0 0 0 0 0 0 0 en 0 Men 0 0 R R C 6 w • 0 o. O. F„ Q V k X Wall X Wall Y Wall Y Wall Y Wall Y Wall Y Wall Y Wall X Wall Q -3��v XXXXX i0 O Q O X Wall X Col 1 id 3 X X Wall id 3 x X Wall O¢ UUU XXX O X Wall X Wall Q 0 X X Wall X Wall X Wall O U X X Wall X Wall id 3 X X Wall 1 i0 3 x X Wall X Wall id 33 XX R X Wall Load • •,..,- Location T/B 13.1 Bott Bott 0 m .4-4 CO 0 CO 0 CO Bott 0 PO 0 PO Bott Bott 0 wog 0 Bott 0 WCOCCWCOFnCO 0 0 0 0 0 0 1 Bott 0 Pa 1 Bott 0 mw 0 1 Bott 0 moa L. 0 mm Bott Bott 0 m Bott Bott Bott 0 m Bott Bott Num. 0 O. a I Num. Z w E6S E6N (E) N z N2W N3E N3W N4E .3 a444.n z N w M_ w m w E5.2 E5.3 E2.2 E3.1 E3.2 E3.2S M M w E3.3S E4.4 E4.5 E4.6 V v,.n w ut w S0 ... v,.p w w N �O m M S w E6.4 N M 33MM z 3 3 W3.2 W3S W3.2S M M M'3 3 Reinforced Concrete Shear Wall Analysis ACI 318-14 WALL GEOMETRY AND FORCES Geomotery and Forces Loads Pier Dimensions Pier Story Analysis Location Axis Load QUDru+ QUDMm+QUDMoa+ QUDru- QUDMo- QUDMa. QUDv Wall hw lw tw Ag Acv hw/lw lw/bw Type Num. Num. Type T/B deg. Dir. kips k -ft k -ft kips k -ft k -ft kips Type ft ft in in2 in2 Check. W4N 1 UniAxial Bott 0.0 X 57 43 0 -10 41 0 8 Wall 13 5 9 540 540 2.60 6.67 Wall W4.1 1 UniAxial Bott 0.0 X 11 15 3 -2 14 3 7 Wall 6 3 9 270 270 2.40 3.33 Col/Alt W4.2 1 UniAxial Bott 0.0 X 15 20 0 4 19 0 9 Wall 13 8 9 864 864 1.63 10.67 Wall W4.3 1 UniAxial Bott 0.0 X 8 18 3 3 16 3 8 Wall 6 4 9 378 378 1.71 4.67 Wall W4.4 1 UniAxial Bott 0.0 X 1 2 1 1 2 1 1 Wall 6 1 9 54 54 12.00 0.67 Col W4.5 1 UniAxial Bott 0.0 X 12 2 0 1 2 0 9 Wall 13 4 9 432 432 3.25 5.33 Col/Alt W4.6 1 UniAxial Bott 0.0 X 6 7 2 -1 7 2 4 Wall 6 2 9 162 162 4.00 2.00 Col W4S 1 UniAxial Bott 0.0 X 44 25 0 -10 24 0 5 Wall 13 4 9 432 432 3.25 5.33 Col/Alt W5 1 UniAxial Bott 0.0 X 37 41 0 18 40 0 8 Wall 39 6 9 675 675 6.29 8.27 Wall. W5N 1 UniAxial Bott 0.0 X 43 22 0 -11 21 0 4 Wall 13 4 9 405 405 3.42 5.07 Col/Alt W5.1 1 UniAxial Bott 0.0 X 4 4 1 -1 4 1 2 Wall 6 1 9 81 81 7.50 1.07 Col. W5.2 1 UniAxial Bott 0.0 X 13 2 0 1 2 0 10 Wall 13 4 9 432 432 3.25 5.33 Col/Alt W5.3 1 UniAxial Bott 0.0 X 3 5 1 2 4 1 3 Wall 6 1 9 135 135 5.00 1.60 Col W5.4 1 UniAxial Bott 0.0 X 8 17 3 2 15 3 8 Wall 6 3 9 324 324 2.00 4.00 Col/Alt W5.5 1 UniAxial Bott 0.0 X 14 17 0 5 16 0 8 Wall 13 8 9 864 864 1.63 10.67 Wall W5.6 1 UniAxial Bott 0.0 X 12 19 2 -2 18 2 8 Wall 6 3 9 324 324 2.00 4.00 Col/Alt W5S 1 UniAxial Bott 0.0 X 63 56 0 -12 54 0 11 Wall 13 6 9 594 594 2.36 7.33 Wall W6 1 UniAxial Bott 0.0 X 90 188 0 -4 185 0 29 Wall 39 12 9 1,242 1,242 3.39 15.33 Wall W6S 1 UniAxial Bott 0.0 X 13 1 21 -2 1 21 1 Wall 3 2 9 162 162 2.00 2.00 Col W6N 1 UniAxial Bott 0.0 X 64 121 2 3 119 2 35 Wall 13 9 9 918 918 1.53 11.33 Wall W6.1 1 UniAxial Bott 0.0 X 7 1 19 -1 1 19 1 Wall 1 2 9 216 216 0.50 2.67 Wall W6.2 1 UniAxial Bott 0.0 X 12 42 13 5 40 13 15 Wall 6 6 9 648 648 1.00 8.00 Wall W6.3 1 UniAxial Bott 0.0 X 13 34 0 8 32 0 11 Wall 13 8 9 864 864 1.63 10.67 Wall Reinforced Concrete Shear Wall Analysis ACI 318-14 PIER SHEAR CAPACITY Pier Data Horizontal Reinforcing Column Minimums Vu Lmit Shear Capacity Column & Alt Pier Demand DCR I Pier Story Location Load As Spacing fce Curt./ an pt Ash Spa Agfc Ve QCEvc QCEvs QCEvn Ve QUFv VU(E) QUD(vnrs) QUD Num. Num. T/B Dir. in2 in psi Ties in2 in 20 sqrt(fc) kips kips kips kips kips Kips kips QCE W4N 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.2 84 116 120 8 0.07 W4.1 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.3 42 58 60 205 18 18 18 0.29 W4.2 1 Bott X 0.31 12.00 6,000 1 2.8 0.0029 0.1 184 186 222 9 0.04 W4.3 1 Bott X 0.31 12.00 6,000 1 2.6 0.0029 0.3 75 81 94 8 0.09 W4.4 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.78 4.0 16.2 0.2 0 12 7 90 3 3 3 0.36 W4.5 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.3 67 93 96 245 23 23 23 0.23 W4.6 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 1.47 4.0 48.6 0.3 0 35 21 159 10 10 10 0.48 W4S 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.1 67 93 96 287 13 13 13 0.13 W5 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.2 105 144 149 8 0.05 W5N 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.1 63 88 91 285 10 10 10 0.11. W5.1 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.98 4.0 24.3 0.3 0 19 11 111 5 5 5 0.45 W5.2 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.3 67 93 96 246 25 25 25 0.26 W5.3 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 1.26 4.0 40.5 0.3 0 28 17 150 8 8 8 0.45 W5.4 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.3 50 70 72 204 20 20 20 0.28 W5.5 1 Bott X 0.31 12.00 6,000 1 2.8 0.0029 0.1 184 186 222 8 0.04 W5.6 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.3 50 70 72 209 20 20 20 0.28 W5S 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.2 92 128 132 11 0.08 W6 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 0.3 192 267 276 29 0.11 W6S 1 Bott X 0.31 12.00 6,000 1 2.0 0.0029 1.47 4.0 48.6 0.1 0 35 21 167 3 3 3 0.12 W6N 1 Bott X 0.31 12.00 6,000 1 2.9 0.0029 0.5 209 198 244 35 0.14 W6.1 1 Bott X 0.31 12.00 6,000 1 3.0 0.0029 0.1 50 47 58 1 0.02 W6.2 1 Bott X 0.31 12.00 6,000 1 3.0 0.0029 0.3 151 140 174 15 0.09 W6.3 1 Bott X 0.31 12.00 6,000 1 2.8 0.0029 0.2 184 186 222 11 0.05 0 Load N± UUUUUU aaaa,..Ia N N± N LC2- I N 0 aaaa e!.4 0 N± 0 U LC2- I LC2- N 0000000000 aa,.aaaaa,..1aa ell (...!4 t....4 N +. N +. N N (c! QCEM M 0 0 M— 0 0 0 0 N 0 0 '0 0 0 O 0 0 N 0 0 N 0 0 -- 0 0 N 0 0 0 0 O 0 0 N 0 0 N 0 0 O 0 0 N 0 0 M 0 0 N 0 0 O 0 0 1 0.031 O 0 0 N 0 0 -.�+ 0 0 wl Gil C• Boundary Element Reinforcing h 0 4t V) a 4t 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Tie Spa •C 12.0 0 N 0 N 0 N 0 N 0 N 0 N 12.0 0 N 0 N 0 N O N o N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 12.0 12.0 O. N BE Space C0 0 0 0 1.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BE Num Bars ,-. .-. .t .-. .-. .. .-. .. eY 1.. . . v. .-. .. .I ^. .-. .-. .1 .-. v. .. W CI) w Aa 1= M 0 M 0 M 0 til 0 en 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 fel 0 C1 0 M 0 forcing CI Cr, CA 0 O O OA cA 0 O O Cr, cA 0 O O L 0.00291 0.00291 0.00291 O\ cA 0 O O O1 el O O O 0.00291 0.00291 0.0029 0.00291 0.00291 0.00291 0.00291 0.00291 0.00291 O\ CA 0 O O 0.00291 1 0.00291 O\ CV 0 O O OA CV O O O 0.00291 Vert. Dist. Rein OA 0 .-G 0 Lk U> 12.00 12.00 12.00 12.00 12.00 0 O N .-. 12.00 0 O N -.---.-.-.-.-..-. 12.00 0 O N 0 O N 12.00 12.00 0 0 N 0 0 N 0 0 N 0 O N 0 O N 12.00 0 O N .-. 0 O N -..-. 0 O N 12.00 As C M O 0.31 M 0 M 0 M 0 M 0 I 0.31 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 M 0 0.311 M O M O R R a a Pier T H X Wall x X Wall iC 3U� x O x . x X I Col ¢ �3�U�U� x m x x O x .. x O x -. x X Wall �3 x .71 X Wall O x X Wall i6 33 x as X Wall Load a Location T/B 0 Oa Bott 0 m Bott 0 cO Bott Bott Bott 0 Oa Bott 0 Oa Bott 1 0 CO 0 OO 0 Cil Bott 1 0 CO 1 Bott 0 CO 0 M 0 m 0 as Bott Story z Pier Num. W4N W4.1 N 333 M W4.5 W4.6 W4S ,, 3333333 z^ N M 4/, W5.6 W5S 333333 cn z .--i N M ETABJ®2C16 Integrated Building Design Software Project Report Model File: 3438 S 148th, Revision 0 12/15/2017 Table of Contents 1. Structure Data 4 1.1 Story Data 4 1.2 Grid Data 4 1.3 Point Coordinates 5 1.4 Line Connectivity 26 1.5 Area Connectivity 29 1.6 Mass 109 1.7 Groups 110 2. Properties 111 2.1 Materials 111 2.2 Frame Sections 111 2.3 Shell Sections 112 2.4 Reinforcement Sizes 112 2.5 Tendon Sections 112 3. Assignments 113 3.1 Joint Assignments 113 3.2 Frame Assignments 141 3.3 Shell Assignments 146 4. Loads 170 4.1 Load Patterns 170 4.2 Auto Seismic Loading 170 4.3 Functions 177 4.3.1 Response Spectrum Functions 177 4.4 Load Cases 177 5. Analysis Results 178 5.1 Structure Results 178 5.2 Story Results 178 5.3 Point Results 180 5.4 Modal Results 191 Page 2 of 201 List of Tables Table 1.1 Story Data 4 Table 1.2 Grid Systems 4 Table 1.3 Grid Lines 4 Table 1.4 Joint Coordinates Data 5 Table 1.5 Column Connectivity Data 26 Table 1.6 Beam Connectivity Data 26 Table 1.7 Floor Connectivity Data 30 Table 1.8 Wall Connectivity Data 53 Table 1.9 Mass Source 109 Table 1.10 Centers of Mass and Rigidity 109 Table 1.11 Mass Summary by Diaphragm 109 Table 1.12 Mass Summary by Story 109 Table 1.13 Group Definitions 110 Table 2.1 Material Properties - Summary 111 Table 2.2 Frame Sections - Summary 111 Table 2.3 Shell Sections - Summary 112 Table 2.4 Reinforcing Bar Sizes 112 Table 2.5 Tendon Section Properties 112 Table 3.1 Joint Assignments - Summary 113 Table 3.2 Frame Assignments - Summary 141 Table 3.3 Shell Assignments - Summary 146 Table 4.1 Load Patterns . 170 Table 4.4 Response Spectrum Function - ASCE 7-10 177 Table 4.5 Load Cases - Summary 177 Table 5.1 Base Reactions 178 Table 5.2 Centers of Mass and Rigidity 178 Table 5.3 Diaphragm Center of. Mass Displacements 178 Table 5.4 Story Max/Avg Displacements 178 Table 5.5 Story Drifts 179 Table 5.6 Story Forces - 179 Table 5.7 Joint Reactions 180 Table 5.8 Modal Periods and Frequencies 192 Table 5.9 Modal Participating Mass Ratios 194 Table 5.10 Modal Load Participation Ratios 198 Page 3 of 201 Structure Data 12/15/2017 1 Structure Data This chapter provides model geometry information, including items such as story levels, point coordinates, and element connectivity. 1.1 Story Data 1.2 Grid Data Table 1.1 - Story Data Name Height in Elevation in Master Story Similar To Splice Story Story3 [ Story2 Story1 IBase 162 474 156 156 0 312 156 0 No No No None No Table 1.2 - Grid Systems None None None No No� No No -1 Name Type Story Origin Range f ft Origin ftdeg T Rotation BSizee 1 Color in G1 Cartesian Default 1 0 Table 1.3 - Grid Lines ffa0a0a0 Grid Grid System, Direction_ Grid ID 1 Visible 1 Bubble Ordinate 1 Location , ft G1 t G1 G1 G1 G1 G1_ G1 L G1 G1 G1 G1 CGT. G1 L G1___ G1 G1 G1 1 G1 G1 ` G1 G1 G1_ G1 G1v X X X 1 1S 1.2 Yes Yes End 0 End 0.17 Yes End 8 X X X X 2 2S Yes Yes End End 2.3 2.7 Yes Yes End End 30.5 7 30.67 38.5 53 X X 3 3S Yes Yes End End 60.5 60.67 X X X.. X __. X X X X X Y Y Y 3.3 4 4S 5 Yes Yes Yes End 69 5S 6 Yes Yes End End End Yes 6S 7 7S Yes A AS B BS C CS Yes Yes End End Yes Yes Yes Yes Yes Yes Page 4 of 201 End End End Start 88 88.171 115.5 115.67_1 143 143.17 7 171 Start Start Start Start Start 171.17 0 0.17,J 23 23.17 51 51.17 Structure Data 12/15/2017 Table 1.3 - Grid Lines (continued) Grid Grid 1 ' Bubble Ordinate System Direction Grid ID .Visible Location , ft Y D Yes Start 77 G1 G1 G1 G1 L G1 G1 G1 1.3 Point Coordinates Y4 DS _ Yes Start Y D.8 Yes Start Y — E Yes Start Y ES Yes Start Y F Yes Start Y FS Yes Start Y ` G Yes Start Y GS Yes Start Table 1.4 - Joint Coordinates Data Label 1 in in AZ Below in 2 4 C5 6 1! L8 9 1716 2052 [ 10� 11 L 12 13 E 15 16 17 18 [ 19 20 L-22 24 25 -+ 14 C 23_ 26 1386 1056 726 1260 1260 1260 1260 636 96 1260 1260 1332 366 462 1332 462 636 0 1332 1458 1458 0 31 L 32`, 34 i 35 366 366 726 0 276 276 0 0 0 0 0 1056 1386 1716 2052 96 276 96 96 0 2052 2052 0_ 0 0 726 636 276 276 276 1188 1188 1332 1188 612 924 T924 612 276 1260 1260 Page 5 of 201 0 0� 0 0] 0 0 J 0 0 1 0 0 0 0�' 1 0 0 54 541 0 o 0 o� 0 114 14 _l 77.17 7 99 105 105.17 111 111.17 121.5 J 121.67 Structure Data 12/15/2017 Table 1.4 - Joint Coordinates Data (continued) Label X in Y 1 in AZ Below in 36 1056 1260 114 37 1386 1260 114 38 1716 1260 114 [ 39 2052 1260 114 J 21 294 0 0 28 726 276 114 J 30 366 276 114 33 1056 276 114 ] 40 1386 276 114 [ 41 1716 276 114 1 42 2052 276 114 43 2052 612 114 44 2052 924 114 L46 0 1080 0 49 828 1260 0 [ 50 828 924 0 51 828 612 0 [ 52 828 276 0 53 726 924 0 366 924 0 J 55 366 612 0 56 96 924 0 57 96 612 0 t 58 96 276 0 59 96 0 0 60 366 1188 0 J 61 186 1332 0 r 63 186 0 0 64 276 0 0 j 65 276 1332 0 66 462 924 0 L 67 . 636 924 0 68 462 1260 0 69 366 1260 0 70 546 1260 0 1_71 546 924 0 72 186 276 0 } 73 186 612 0 J 74 186 924 0 75 276 276 0 1 76 276 612 0 77 276 924 0 I 78 462 1188 0 [ 79 546 1188 0 �, Page 6 of 201 Structure Data Table 1.4 - Joint Coordinates Data (continued) Label X in Y in t1Z Below in 80 636 1188 0 1 81 726 1188 0 ] 82 186 1188 0 l 83 276 1188 ---6-1 27 726 . 612 0 47 270 0 0 _ 48 270 1332 0 L 62 726 1104 0 86 726 1008 0 L 87 726 450 0 89 726 528 0 L_ 91726 360 0 93 726 768 0 L 95 726 690 0 • 97 726 846 • 0 L 132 270 924 0 j 133 270 612 0 I 134 270 276 0 135 270 1188 0 138 462 1260 114 141 0 • 924 114 145 0 276 114 J 146 0 612 114 L 149 366 924 114 150 366 612 114 L175 552 1260 0 176 552 924 0 [ 177 294 276 0 i 178 294 612 0 [ 179 294 924 0 180 294 1332 . 0 181 294 1188` 0_ • 140- 552 1458 0 L192 2052 276 48 194 . 2052 • 276 • 108 L 195 2052 396 48 196 2052 492 48 • 197 2052 492 108 198 ' • 2052 396 108 7199 2052 ^ 720 48i 200 2052 - 816 48 L 201 2052 816 108 202 2052. 720, 108 E 203 2052 1044 487 Page 7 of 201 12/15/2017 Structure Data 12/15/2017 Table 1.4 - Joint Coordinates Data (continued) Label in in AZ Below in 204 2052 1140 48 - [ 205 2052 1140 108 J _ 206 2052 1044 108 207 2052 492 0 208 2052 612 48 t 209 2052y 396 0 J 210 2052 612 108 [ 211 2052 816 0 —1 212 2052 924 48 [ 213 2052 720 0 J 214 2052 924 108 215 2052 1140 0 216 2052 1260 48 217 2052 1044 0 —1 218 2052 1260 108 17-111 366 276 54 113 726 276 54 114 828 276 54 1 115 1056 276 54 [ 116 1386 276 54 ] 117 1716 276 --54- 118 2052 276 54 119 394.5 276 66 L 120 694.5 276 66 121 694.5 276 0 L 122 394.5 276 0 123 726 276 66 L124 366 276 66 1 94 912 276 72 X99 912 276 130 1 104 816 276 72 105816 276 130 1 107 _ 726 276 129.96 109 1056 276 129.961 126 912 276 0 [_1277 1056 276 —72 1 128 ' 816 276 0 L 129 726 276 72 —1 130 1116 276 72 u1311212 276 _, 72 _i 136 1212 276 130 r 137 —11.16 1116 276 130 j 139 1290 276 72 147 1338 276 72 —1 Page 8 of 201 Structure Data 12/15/2017 Table 1.4 - Joint Coordinates Data (continued) Label X in T Y in AZ Below in 148 1-151 152 I 153 154 C7-156- 156 1338 1290 1434 1482 1482 276 276 276 276 276 1434 276 1560 276 157 1656 158 1656 276 276 130 130 72 72 130 130 1 159 1560 276 160 1338 276 72 72 j 130 130 0 161 162 I 163 164 1386 276 72 1290 276 0 1212 276 0 1116 276 0 L 165 166 1386 276 130 1656 276 167 1716 276 168 1560 276 169 170 171 88 1 98 100 r 101 102 L 103 106 l 108 125 172 173 L 174 182 1 183 184 E 185 186 L_187 188 L 189 190 r 191 1482 1434 276 276 0 72 j 0 0m] 0 1716 276 828 276 130 114 694.5 276 129.96 366 276 129.96 394.5 276 129.96 2052 276 129.96 2052 276 66 1716 276 66 912 276 66 1056 276 66 828 276 828 816 828 276 276 276 72 66 66 130 1338 276 66 1386 276 66 1290 276 1212 276 66 1116 1656 1560 1482 1434 276 276 276 276 276 66 66 66 66 1 66 66 Page 9of201 Structure Data 12/15/2017 Table 1.4 - Joint Coordinates Data (continued) Label X Y in in T AZ Below in 193 f 251 252 r 253 254 255 256 L157 258 L259 260 L261 262 r 263 264 [ 265 266 L267� 268 C 269 270 L271 ! 272 [ 273 274 0275 276 [ 277 278 C 279- 280 [ 281 282 283 284v E 285 286 L287 288 289 290 i 291 292 293 394.5 694.5 816 912 1116 1212 276 276 276 276 — 276 1290 1338 1434 1482 1560 276 276 276 276 1656 694.5 276 276 276 276 2052 1116 276 276 54 54 l 54 54 54 54 54 541 54 54 72 71.9963] 114 1212 276 1290 1338 1434 276 1482 1560 1656 394.5 694.5 816 276 276 276 276 912 276 276 114 276 276 828 276 1188 114 114 1 114 114 1 114 114 114 114 114 114 —I 0 1056 612 0 1056 924 0 — 1056 1188 0 ] 1386 612 0 1386 924 0 !I 1386 1188 0 1716 612 0 j 1716 924 0 1716 1188 0 2052 1188 0 2052 1104 0 2052 1008 0 2052--846 0 2052 690 0 2052 768 0 2052 528 0 2052 —450 0 Page 10 of 201 Structure Data 12/15/2017 Table 1.4 - Joint Coordinates Data (continued) Label X in Y T in Below in 294 2052 360 0 L 295 828 1104 0 i 296 1056 1104 0 297 1386 1104 0 298 1716 1104 0 F299 828 1008 0 300 1056 1008 0 rib 1386 1008 0 302 1716 1008 0 L 303 828 846 0 304 1056 846 0 L 305 1386 846 0 306 1716 846 0 [ 307 828 690 0 j 308 1056 690 0 309 1386 690 0 1 310 1716 690 0 I 311 828 768 0 312 1056 768 0 L313 1386 768 0 314 1716 768 0 ! 315 828 528 0 316 1056 528 0 L 317 1386 528 0 I 318 1716 528 0 L 319 828 450 0 1 320 1056 450 0 321 1386 450 0 —1 322 1716 450 0 L 323 828 360 0 324 1056 360 0 t 325 1386 360 0 1 326 1716 360 0 [ 411 1338 1260 0 —1 412 1290. 1260 0 [413 1212 1260 0 i 414 1116 1260 0 415 900 1260 0 416 804 1260 0 [ 422 1116 1260 114 1 425 1212 1260 114 426 1290 1260 114 i 429 1338 1260 114 [ 445 900 1260 114 Page 11 of 201 Structure Data 12/15/2017 Table 1.4 - Joint Coordinates Data (continued) Label in in AZ Below in 327 1857 276 72 L328 1953 329 1953 276 72 L405 1857 454 1953 455 456 1857 276 276 276 276 130 130 1953 276 66 , 66 0 457 1857 276 458 1857 276 L 459 1953 460 [ 461 1857 276 54 276 114 1953 276 114 462 780 276 12 L 463 464 [ 465 466 804 276 12 804 276 36 780 276 36 957 276 467 981 276 468 L 469 981 276 12 12 36 957 276 36 470 1008 276 12 471 1032 276 12 472 1032 276 36 473 1008 276 36 474 1155 276 12 475 1179 276 12 476 1179 276 36 477 478 1155 276 1305 276 479 1329 480 1329 F481 1305 482 1449 483 1473 484 1473 276 276 36 12 127 36 276 276 276 276 36 12 12 1 36 L4_85 1449 486 1599 L 487 1623 488 1623 C 489 1599 490 1743 276 36 276 12 276 12 276 36 276 36 276 12 L 491 1767 276 12 492 1767 276 36 L 493 1743 276 36 Page 12 of 201 Structure Data 12/15/2017 Table 1.4 - Joint Coordinates Data (continued) Label ?(Below in t i n AZ in 494 r 495 496 [ 497 498 L 499 500 [ 501 502 L 503 504 505 506 r 507 508 1911 276 12 1935 276 1935 276 1911 957 276 276 12 36 36 0 912 981 1008 1032 276 12 276 276 0 276 1056 276 912 276 1056 957 276 276 0 0 12 36 36 J 66 981 276 66 1008 276 66 509 510 511 512 1032 276 66 780 276 0 726 276 12 804 276 0 513 514 816 276 726 276 12 36 515 816 276 516 780 276 I_ 517 518 804 276 1305 276 L 519 520 1290 276 1329 276 36 66 66 0 521 522 1338 1290 276 276 [ 523 1338 276 524 1305 276 L 525 526 L 527 528 1329 1155 1116 1179 276 276 529 530 F531 532 x"533 534 1212 276 276 276 1116 276 1212 276 12 1 0 12 36 36 66 66 1 0 12 1 0 12 36 36 1155 276 66 1179 1599 276 66 276 0 L 535 536 L 537 1560 1623 1656 276 276 12 0 276 12 Page 13 of 201 Structure Data 12/15/2017 Table 1.4 - Joint Coordinates Data (continued) r � Label . in in AZ Below in 538 1560 276 L 539 540 1656 276 1599 276 541 1623 542 1449 543 1434 276 276 276 544 1473 276 36 361 66 66 1 0 12 7 0 L 545 546 1482 276 12 1434 276 36 547 1482 276 36 548 1449 276 66 549 1473 276 66 550 1767 276 0 551 552 553 . 554 555 556 1857 276 12 1743 276 0 1716 276 12 1857 276 36 1716 276 36 1767 276 557 558 559 560 1743 276 1935 276 66 66 ' 0 1953 1911 276 12 276 0 L 561 562 1953 276 36 1935 276 L 563 564 1565 566 1911 276 694.5 276 66 66 1 36 694.5 276 12 1032 276 72 L 567 568 569 570 571 572 1008 276 72 981 276 72 957 276 828 828 804 L 573 780 276 276 276 276 72 1 36 12 72 72 574 r 575 576 [577 578 1386 276 36 1386 L 579 580 [ 581 1329 1305 1179 1155 276 12 276 276 72 72 276 72 276 72 1623 276. 1599 276 Page 14 of 201 72 7271 Structure Data 12/15/2017 Table 1.4 - Joint Coordinates Data (continued) Label X in Y in 582 1473 276 AZ Below in 72 583 1449 584 780 585 586 L 587 588 589 590 [ 591 804 957 276 276 276 276 72 54 54 54 981 1008 1032 1155 1179 276 276 54 276 54 276 54 276 54 592 1305 276 54 593 1329 276 594 595 596 597 598 599 600 1449 276 54 54 1473 276 54 1599 276 54 1623 1935 276 54 276 72 1911 1767 276 72 276 72 [ 601 1743 602 2052 L 603 2052 604 276 72 1 276 36 276 1743 276 [ 605 606 1767 276 1911 276 12 54 54 607 1935 276 54 608 1032 276 129.9667 L 609 1008 276 129.9733j 610 981 276 129.9808 L611 957 276 129.98751 612 804 276 129.9947 L 613 780 276 129.9841 617 1767 276 130 C 618 1743 276 130 622 1155 276 114 L 623 1179 276 114 1 624 1305 276 114 625 1329 276 114 626 1449 276 114 L627 1473 276 114 628 1599 276 114 1 629 1623 276 114 630 780 276 114 [ 631 804 276 114 Page 15 of 201 Structure Data Table 1.4 - Joint Coordinates Data (continued) Label X in Y in AZ Below in 632 957 276 633 634 981 1008 276 276 635 1032 636 1743 276 276 637 638 639 642 L643 646 I 647 678 I- 679 1767 276 1911 276 1935 276 394.5 276 394.5 366 276 114 1141 114 114_j 114 114 , 114 114 36 12 j 366 394.5 276 276 276 36 12 48 680 681 682 683 684 685 686 454.5 454.5 276 48 276 120 394.5 276 475.5 276 120 1 48 535.5 276 48 l 535.5 475.5 556.5 276 276 276 120 120 48 L 687 688 L 689 690 691 692 616.5 276 48 616.5 276 120 556.5 634.5 276 276 120 48 694.5 276 48 694.5 L 693 694 634.5 634.5 L 695 696 616.5 276 276 276 276 120 120 0 0 556.5 697 698 L 699 700 535.5 475.5 454.5 454.5 276 276 276 0 0 0 L_701 702 [ 703 704 C-705 706 L 707 708 r 709 454.5 454.5 475.5 475.5 475.5 535.5 276 276 276 276 276 276 276 276 0 66 36 535.5 276 535.5 276 • 12 66 -1 36 12 66 36 1 12 556.5 276 Page 16 of 201 66 12/15/2017 Structure Data Table 1.4 - Joint Coordinates Data (continued) DZ Label . iBelow in n in 710 711^y 712 556.5 556.5 616.5 276 276 713 714 715 716 I 717 616.5 616.5 276 276 276 36 12 66 36 I 634.5 276 634.5 276 12 66 1 36 634.5 276 12 718 454.5 L 719 475.5 720 535.5 721 722 556.5 616.5 276 276 114 276 276 276 1141 723 634.5 276 724 804 1260 114 72 725 900 1260 72 726 900 1260 129 727 804 1260 129 728 1116 1260 72 L729 730 1212 1260 72 1212 1260 129 731 732 [733 734 1116 1260 129 1290 1338 1260 72 1260 72 1338 1260 129 L735 736 1290 1260 1431 1260 129 J 72 737 1479 1260 72 738 739 740 1479 1260 129 1431 1554 1260 1260 129 1 L 741 742 F743 744 C 745 746 1650 1260 1650 1260 72 72 129 1554 1260 129 1854 1260 72 1950 1260 72 1950 1260 129 L 747 1854 748 780 1260 129 1260 12 749 804 1260 750 804 1260 12 1 36 L 751 780 1260 752 954 . 1260. C 753 978 1260 36 .12 12 Page 17 of 201 12/15/2017 Structure Data 12/15/2017 Table 1.4 - Joint Coordinates Data (continued) Label X in Y in AZ Below in 754 755 756 757 758 759 760 [ 761 762 D63 764 765 978 954 1002 1260 1260 1026 1026 1260 1260 1260 36 3y� 12 127 36 1002 1260 36 1146 1260 12 1170 1260 12 1170 1260 36 1146 1296 1260 1260 36 12 1320 1260 766 1320 1260 12 36 3 767 768 769 770 L 771 1296 1260 36 1440 1260 12 1464 1260 12 1464 1260 36 772 [ 773 774 L 775 776 L777 778 779 780 1 781 782 1440 1590 1614 1260 1260 1260 36 12 12 1614 1260 1590 1734 1758 1758 1260 1260 1260 36 36 j 12 12 1260 36 1734 1260 36 1926. 1260 12 1950 1950 783 784 785 786 1926 1260 1260 1260 12 J 36 36 1950 1260 0 2052 1260 12 1926 1260 0 787 1854 788 1854 r- 789 1758 1260 0 1260 12 790 1734 791 1716 792 2052 1 793 794 L 795 1854 1716 1260 0 J. 1260 0 1260 12 1260 36 1260 36 1 1260 36 2052 796 1926 797 1758 1260 72 1 1260 72 1260 72 Page 18 of 201 Structure Data 12/15/2017 Table 1.4 - Joint Coordinates Data (continued) Label X Y in in AZ Below in 798 L 799 800 1734 1260 1716 2052 1260 1260 [ 801 802 803 804 805 806 C 807 808 [ 809 810 811 812 813 814 r 815 816 1758 1734 1716 1926 1260 1260 1260 1260 1650 1650 1614 1590 1260 1260 72 72 129 129 j 129 1297 129 0 1 12 1260 0 1260 1554 1260 1554 1260 0 o J 12 1479 1260 1479 1260 01 12 1464 1260 0 1440 1260 0 1431 1260 1431 1260 0� • 12 L 817 818 819 1386 1260 1650 1260 12 J 36 1554 1260 36 820 L 821 822 823 824 [ 825 826 1479 1431 1386 1614 1260 36 1260 36 1260 36 1590 1464 1440 0827 828 829 830 L 831 832 r 833 834 0835 "'836 x l 37_ 838 839 1146 840 1116 x841 1056 1386 1386 1614 1590 1464 1260 1260 1260 1260 1260 1260 72 72 72 72 72 1 129 1260 1260 129 1 129 1440. 1338 1320 1296 1290 1212 1170 1260 129 1260 129 1260 127 1260 1260 1260 1260 1260 0 0 12 1260 1260 12 0 01 12 1260 12 Page 19 of 201 Structure Data 12/15/2017 Table 1.4 - Joint Coordinates Data (continued) Label 1 in i in AZ Below in � 842 [-8741- 844 E 845 846 n847 848 1338 1260 36 1290 1212 1116 1056 1320 1296 1260 1260 1260 1260 1260 1260 36 36 36 J 36 72-1 72 L 849 850 E851 852 1170 1260 72 1146 1056 1056 1260 1260 1260 72 72 129 [ 853 854 1320 1296 1260 129 1260 129 855 1170 1260 129 856 1146 1260 857 1026 1260 858 859 860 861 862 L 863 864 C 865 866 867 868 869 870 t 871 872 873 874 875 876 877 878 [ 879 880 881 889 890 891 C 892 1002 978 954 1260 129 0 -J 0 1260 0 1260 900 1260 780 1260 0 12 0 726 1260 900 1260 12 36 726 1260 36 1026 1260 72 1002 1260 72 978 1260 72 954 780 1260 72 726 1026 1260 1260 1260 1002 1260 978 1260 72 72 129 129 j 129 954 ` 780 1260 1260 726 636 636 636 636 1734 1758 1854 1260 1260 1260 129 1 129 129 1260 1926 1260 1260 1260 1260 1260 Page 20 of 201 129 72 j 36 12 114 Structure Data 12/15/2017 Table 1.4 - Joint Coordinates Data (continued) Label . in 1 oz Y Below in in 893 F-894 895 896 897 L 898 899 L 900 901 C 902 903 1 904 905 1950 1260 1431 1260 114 1440 1260 114 1464 1260 114 1479 1260 114 114 1554 1260 114 1590 1260 1614 1650 114 1260 114 J 1260 114 1146 1260 114 1170 1260 114 1296 1260 114 1320 I 906 907 780 804 l 908 909 I 910 911 F-45 84 954 978 1260 114 1260 114 j 1260 114 1260 114 1260 114 1002 1260 114 1026 1260 114 0 278.04 0 0 614.04 0 85 0 926.04 0 110 2052 614.04 0 112 2052 614.04 114 142 2052 614.04 48 L 143 144 219 2052 614.04 108 2052 926.04 0 2052 220 2052 926.04 114 1188 114 221 2052 926.04 48 222 L223 224 C 225 226 2052 926:04 • 108 728.04 276 12 728.04 276 0 i 227 228 72- 230 L 231 232 233 234 L 235 728.04 276 36 728.04 276 66 728.04 276 72 728.04 276 54 728.04 276 114_1 728.04 276 129.9609 1058.04 276 129.961 1058.04 276 72 1058.04 276 0 I 1058.04 276. 66 1058.04 276 54 Page 21 of 201 Structure Data 12/15/2017 Table 1.4 - Joint Coordinates Data (continued) Label X In Y in AZ Below in 236 [ _ 237 238 1058.04 1058.04 1058.04 276 114 239 1388.04 240 1388.04 L241 242 1388.04 1388.04 276 36 276 12 276 130 276 72 276 0 276 66 243 244 245 1388.04 276 54 1388.04 276 114 246 1388.04 276 36 1388.04 276 12 247 248 1718.04 276 12 1718.04 276 249 1718.04 276 250 330 331 { 332 333 334 335 1718.04 0 36 1 276 • 66 1718.04 276 72 1718.04 276 54 1718.04 1718.04 276 114 276 130 728.04 1260 12 728.04 1260 0 336 728.04 1260 36 337 728.04 1260 72 338 728.04 1260 129 339 728.04 1260 114 L 340 1058.04 1260 12 341 1058.04 1260 0 C 342 1058.04 1260 36 343 1058.04 1260 72 L 344 1058.04 1260 129 345 1058.04 1260 114 [ 346 1388.04 1260 12 347 1388.04 1260 0 L 348 1388.04 1260 36 349 1388.04 1260 72 L 350 1388.04 1260 129 351 1388.04. 1260 114 [ 352 1718.04 1260 12 353 1718.04 1260 0 L 354 1718.04 1260 36 355 1718.04 1260 72 356 1718.04 1260 129 357 1718.04 1260 114 358 728.04 278.04 0 Page 22 of 201 Structure Data 12/15/2017 Table 1.4 - Joint Coordinates Data (continued) Label X Y in in AZ Below in 359 360 361 362 __ 363 1 364 365 726 728.04 728.04 -726 728.04 728.04 726 278.04 - 612 614.04 614.04 924 926.04 926.04 f 366 728.04 1188 367 828 278.04 368 828 614.04 369 828 926.04 370 368.04 ----924-- 371 -924-- 371 368.04 926.04 372_ 366 _ 926.04_ 373 368.04 1188 E 374 462 926.04 375 368.04 1260 376 546 926.04 377 636 926.04 r 378 2.04 924 379 2.04 926.04 380 2.04 1188 381 96 926.04 I 382 186 926.04 383 276 926.04 384 2.04 0 385 2.04 2.04 N 386 0 2.04 387 2.04 276 388 96 2.04 0 0 a- 0 7 0 0 0 0� 0 0] 0 0 J 0 p � 0 389 2.04 278.04 E390 2.04 612 391 96 278.04 392 2.04 614.04 393 96 614.04 r--394 - 186 - 2.04 395 186 278.04 396 186 614.04 397 276 2.04 ( 398 276 278.04 399 276 614.04 400 366 2.04 401 366 278.04 402 552^926.04 Page 23 of 201 0 0 - J 0 0J 0 0_] 0 0 Tl 0 0 0 _I 0 0 0 _J 0 0`1 0 0 0 6-1 0 Structure Data 12/15/2017 Table 1.4 - Joint Coordinates Data (continued) Label X in Y in AZ Below in 403 L 404 406 407 �4�08 L"'9 410 417 418 552 294 294 366 294 1188 926.04 1260 1262.04 1262.04 368.04 368.04 462 1262.04 1332 1262.04 186 1260 L 419 420 I 421 423 C 424 427 I 428 430 L 431 432 96 1260 0 71-1 0 0 0 0 o J 0 0 186 1262.04 0 96 1262.04 294 294 294 2.04 27804 614.04 0 0 1 0 366 552 614.04 0 1262.04 0 L 433 434 435 436 552 1332 0 552 462 636 636 636 1334.04 1334.04 1262.04 1332 1334.04 0 0 0 0 0 437 438 I 439 440 L441 442 443 444 C446 447 270 270 1260 1262.04 0 0 270 270 2.04 0 270 270 1058.04 1388.04 278.04 614.04 926.04 1188 0 0 0 1188 0 0 1718.04 L "8 449 450 451 L452 453 614 615 r 616 619 620 728.04 728.04 728.04 1188 360 450 528 0 0 0 0 728.04 728.04 728.04 728.04 728.04 1056 1056 1056 1058.04 690 768 0 0 846 1008 1104 278.04 614.04 926.04 278.04 Page 24 of 201 0 0 0 0 9_,-J 0 Structure Data 12/15/2017 Table 1.4 - Joint Coordinates Data (continued) Label X 1 Y in in AZ Below in 621 x0 641 1058.04 360 1386 278.04 1058.04 1058.04 450 528 645 1058.04 612 648 1058.04 614.04 649 1058.04 690 650 1386 614.04 651 1058.04 768 L652 1058.04 846 653 1058.04 924 L 654 1058.04 926.04 655 1058.04 1008 [ 656 1386 926.04 657 1058.04 1104 0 01 0 0 0 i 0 0 0 0 0 0 0 0 1 658 1388.04 278.04 659 660 661 L 662 663 0664 665 1666 667 1388.04 1716 1388.04 360 278.04 0 450 1388.04 528 1388.04 612 1388.04 614.04 1388.04 690 1716 614.04 1388.04 L 668 1388.04 669 1388.04 r 670 1388.04 671 1388.04 L 672 1716 673 1388.04 674 1718.04 675 1718.04 r 676 2052 _. 677 1718.04 882 1718.04 883 1718.04 L 884 1718.04 885 1718.04 886 1718.04 887 1718.04 L 888 1718.04 912 1718.04 913 1718.04 0 0 0 0 0 0 0 768 0 846 0 -1 924 0 926.04 1008 926.04 1104 278.04 360 278.04 450 528 612 0 0 0 0 0 0 0 f 0 614.04 690 768 846 924 926.04 1008 Page 25 of 201 0 0 0 0 0 j 0 0 �' Structure Data 12/15/2017 1.4 Line Connectivity Table 1.4 - Joint Coordinates Data (continued) Label X Y 1 in in A, T eZ Below in 914 1 1718.04 ( 1104 0 Table 1.5 - Column Connectivity Data Column' I -End T Point J -End I Point I -End Story C1 22 24 Same C2 1 25 Same 1 C3 12 12 Below L C4 30__ 15 Same ] C5 145 32 Same 67 55 T 150 Same 1 C9 r---6-1-5----;4 29 141 Same 149 Same 1 C11 149 54 Same i C12 141 29 Same C13 53 53 Same j C14 + 150 55 Same C15 146 31 Same r C16 59 59, Below C17— 63 63 Below C18 6 6 YBelow� C19 68 138 Below LC20— 68 68 Below , Table 1.6 - Beam Connectivity Data Beam ' 1 -End J -End Curve Point Point Type (( B1 !_B2___, B3 B4 B5 i B6 B7 ._ L68_ B9 610 B11 TB12 _ B13 B14 B15 B17 50 51 52 16 29 32 15 31 56 49 50 51 6 53 15 54 55 57 58 59 22 22 54 63 22 56 --S7 58 1 60 - 8 ... 61 Page 26 of 201 None None1 None None None None None None None None None None_] None None } None None, Structure Data Table 1.6 - Beam Connectivity Data (continued) Beam 1 -End Point J -End Point Curve Type B18 64 65 None L B20 67 7 None B21 66 68 None [ B22 68 7 None B23 69 68 None L B24 71 70 None B76 16 91 None I B77 91 87 None B78 87 89 None [ B79 89 27 None B80 27 95 None [ B81 95 93 None B82 93 97 None B83 97 53 None B84 53 86 None 1 B85 86 62 None B86 62 81 None I B87 81 6 None B88 29 56 None [ B89 56 74 None B90 74 132 None [ B91 132 54 None B92 54 53 None f 697 15 55 None B98 55 54 None r B99 54 60 None B100 60 69 None B101 69 8 None B102 31 57 None 1 B103 57 73 None B104 73 133 None 1 6105 133 55 None B110 32 58 None { B111 58 72 None J B112 72 : 134 None LB113 134 15 None B114 22 82 None 8115 82 135 None B116 135 60 None L B121 63 72 None B122 72 73 None r 6123 73 74 None 6124 74 82 None 8125 82 61 None B126 47 134 None Page 27 of 201 12/15/2017 Structure Data 12/15/2017 Table 1.6 - Beam Connectivity Data (continued) Beam I l -End Point J -End Point Curve Type B127 134 133 None 6128 133 132 None B129 132 135 None rB130 135 48 None j B25 138 35 None C B16 12 21 Nonej B28 29 46 None B29 31 29 None j B30 32 31 None LB32 12 32 None B33 29 54 None [ B34 53 6 None B38 176 175 None L B166 74 61 None] B167 21 177 None LB204 177 178 None j B205 178 179 None B206 179 180 None j B207 82 181 None B19 68 175 Nonej B26 175 _ 7 None L B41 50 276 None B42 276 49 None 1643 17 277 None j B44 277 278 None LB45 278 279 None j B46 279 5 None [ B47 18 280 None B48 280 281 None [_B49 281 282 None B50 282 4 None B51 19 283 None] B52 283 284 None [ B53 284 285 None1 B54 285 2 None F 655 81 276 None -1 B56 276 279 None B57 279 282 None _ B58 282 285 None L B59 285 286 None) B60 53 50 None { B61 50 278 None • B62 278 281 None [ B63 281284 None B64 284 26 None Page 28 of 201 Structure Data 12/15/2017 Table 1.6 - Beam Connectivity Data (continued) Beam B65 B66 B67 L B68 B69 F1106 B107 295 8108 296 B109 297 _8117 298 8118 86 1 -End T J -End Curve Point Point Type 27 51 None 51 277 ~ None 277 280 None 280 283 None_j 283 23 None 62 295 None 296 None 297 None] 298 None 287 None 1 B119 B120 8131 B132 LB133 8134 B135 B136 8137 B138 B139 B140 I 6141_ B142 B143 B144 B145 B146 _B147 B148 149 8150 8151 B152 �B153 8154 16155 8156 [ B157 B158 B159 8160^ 6161 B162 299 300 299 300 301 301 _ 302 302 288 97 303 303 None None) None None 304 304 305 305 306 306 289 95 307 None None 1 None None—i None None None 307 308 309 310 93 311 312 313 314 89 315 316 317 318 87 319 308 None ' 309 None 310 None 1 290 None 311 None 312 None 313 ` None J 314 None 291 None 315 316 317 318 292 ._. 319 320 None _ None None None -1 None None None 320 321, None 321 322 None 322 293 None 91 323 None 323 324 None 324 325 None 325 326 None 326 294 None Page 29 of 201 Structure Data 1.5 Area Connectivity Table 1.7 - Floor Connectivity Data T Floor 1 Number : Edge Curve Point 1 ,Point 2 of Edges Number Type F17 4 1 76 55 None L _ _ - - 2 55 54 None 3 54 77 None E___.- __._ _ .- 77� None J . 4 .— 76 F21 4 1 78 79 None r- None 1 2 79 70 3 70 68 None L`_ 4 68 78 None F23 ^ _ 4 1 79 80 None 1------ 2 80 7 None 1 3 7 70 None C 70 79 None] 4 _ - F25 r- __ _ , 4 1 2 80 81 None 81 6 None 3 6 7 None i 4 7 80 None F30 4 1 22 82 None ___. �� 2 82 61 None 3 61 1 None 4 1 22 None 1 F31 4 1 82 83 None C 2 83 65None 3 65 61 None TJ 61 82_ None F32 -T_ 4 _4 1 83 60 None C- 2 60 8_ _ 3 8 65 ..-None] None C_ - . _ 4_ . — 65 83 None 1 F49 4 1 276 Y 279 - None - - - - -- 2 — 279 5 None i 3 5 49 None r.4: 49 None F74 -� ' 4 1 _ 323 _276_ _ 324 None 2 — 324 320 None 3 320 319 µ323y None _ __ ^ 4 _319 None F75 4 1 319 320 None 1--- 2 320 316 None 3 316 315 None �4� — 315+_ 319 - - None ' F76 4 1 315 316 None - _ _ . _ . _ __ ____ 2 ._-._ 316 277 None _—_ 3 277 51 _. None Page 30 of 201 12/15/2017 Structure Data 12/15/2017 Table 1.7 - Floor Connectivity Data (continued) T Floor Number Edge point 1 ;Point 2 Curve of Edges Number Type 4 51 315 None F78 4— 1 307 308 _.-- None _ __. _ __- _-_ 2 _... __ 308 _ _ 312 None L�_.-_ 3 312 311 None j _ _ __ _. _ _ 4 311 307 None fF79 4 1 311 312 None 2 312 304 None 3 304 303 None _ 4 -_ ! 303 v 311 None F80 4 1 303 304 None 2 304 278 None L_. 3 278 50 None] _� 4 50 303 None F82 1 299 _ ` 2 _ 300 _300 296 _None None L 3 296 295 None l 4 295 299 None [ F83 4 1 295 296 None J 2 296 279 None E_ 3 279 276 None F 4 276 295 None F2 4 1 16 224 None' 2 224 358 None 3 358 359 None j _ _ y _ 4 359 16 None F42 4 1 359 358 None 1 2 358 360 27 None None j rr 1__ 3360 _- _- __.- 4 27 359 None ITF43 4 1 27 360 None J 2 360 361 None f— 3 361 362 None J _ 4 _- 362 27 None F44 : - 4 - 1 _ 362 ^None- 361 _ _. _ 2 _ 361 363 None 363_ ; _3_ 4 53 __53 _ 362 _None None 1----F46~ 4 1 53 363 None —_ ._ _ - - 2 ` 364 . ^None 363 3 364 365 None --- __ -� _ 4 365 53 None r F47 4 1 365 364 None 2 364 366 None r --- _. - ^ 3 366 81 ^ None . Page 31 of 201 Structure Data Table 1.7 - Floor Connectivity Data (continued) Floor Number of Edges Edge Number PointCurve 1 Point 2 Type F48 L F50 [ F51 I F52 F54 F55 [ I F56 I F58 I F59 [ F60 [ 'F 131 1 2 3 4 1 2 3 4 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 81 81 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 Page 32 of 201 None None, None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None 1 12/15/2017 Structure Data 12/15/2017 Table 1.7 - Floor Connectivity Data (continued) Floor Number of Edges Edge Number Point 1' Point 2 Curve Type F132 F133 r F134 [ F135 F136 F137 { I F138 F139 1 F140 F141. I F142 4 2 3 4 1 2 4 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 2 3 4 2 3 4 1 2 3 4 1 2 3 4 1 2 3 371 371 374 370 374. 78 78 1 373 373 1 371 60 .. 1 373 373 1 375 375 1 69 69 1 60 373 I 78 78 1 68 68 1: 375 375 1 373 66 1 71 71 1 376 376 1 374 374 1 66 374 376 376 1 79 79 1 78 78 1 374 71 1 67 67 377 377 376 376 I 71 376 1 377 377 1 80 80 1 79 79 376 67 53 53 1 365 365 377 377 1 67 377 1 365 365 1 81 81 1 80 80 1 377 29 1 378 378 1 379 379 85 85 1 29 .85 j . 379 379 1 380 380 1 14 Page 33 of 201 None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None '7,771 None None None None None None None None None None Structure Data 12/15/2017 Table 1.7 - Floor Connectivity Data continued) Floor Number of Edges. Edge Number Point 1 Point 2 Curve Type F7-1737. 4 14 85 None 4 1 378 56 2 56 381 None None 3 381 379' 4 379 378 None None F144 4 1 379 381 None 2 381 22 None 3 22 r F145 4 380 4 1 56 380 379 74 None None 2 74 382 None. None 3 382 4 381 381, 56 None None 4 381 382 None 2 382 82 None 3 82 22 None 4 22 381 None I F147 4 1 74 77 None 2 77 383 3 383 382 4 382 74 None None None F148 4 1 382 383 None 2 383 83 None 3. 83 82 None 4 82 382 None l F149 4 1 77 54 None 2 54 372 None 3 372 383 None 4 383 77 None 1.F150 L 4 1 383 372 None 2 372 60 None 3 60 83 None 4 83 383 None l F151 4 1 12 384 None 2 384 385 None 3 385 386 None 4 386 12 None 1 386 385 None L 2 385 387 None 3 387 32 None 4 32 386 1 F153 384 59 2 59 388 None None None 3 388 385 None Page 34 of 201 Structure Data 12/15/2017 Table 1.7 - Floor Connectivity Data (continued) Floor Number of Edges Edge Number Point 1 Point 2 Curve Type F154 r ! F155 F156. F157 4 4 4 4 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 I F1.58 F159 I F160 1 F161 4 4 4 4 1 2 3 4 1 2 3 4 1 2 3 4 1 I F162 E F164 4 4 4 2 3 4 1 2 3 4 1 • 2 3 4 1 2 3 385 385 388 58 387 32. 387 389 45 45 389 390 31 387 58 391 389 389 391 57. 390 31. 390 392 84 84 392 378 29 390 57 393 392 392 393 56 378 59 63 394 388 388 394 72 Page 35 of 201 None None None None None Norte None None None None None None None None None None None None 1 None None None None None None None None: None None None None None None None None None None None None None None None None None None Structure Data 12/15/2017 Table 1.7 - Floor Connectivity Data (continued) Floor Number of Edges. Edge Number Point 1 Point 2. Curve Type I F165 r I F166 IF167 1 L F168 r F169 t F170 L I F172 f L F173 I F174 t F F175 58 58 72 395 391 391 395 73 57 57 73 396 393 393 396 74 56 63 388 • 72 395 39.1 58 395 73 57 391 73 396 393 57 396 74 56 393 64 None None None None None None None None None None None None None None None J None j None None 64 397 394 394 397 75 72 72 75 398 395 395 398 76 73 73 76 399 396 396 399 77 74 64 13 400 Page 36 of 201 397 394 63 397 75 72 394 75 398 395 72 398 76 73 395 76 399 396 73 399 - 77 74 396 13 400 397 None None None -None None None None None None None 1 None None None .None None None None None None None None None None None None .None Structure Data 12/15/2017 Table 1.7 - Floor Connectivity Data (continued) Floor Number of Edges Edge Number Point 1 Point 2 Curve Type 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1, 2 3 4 1 397 397 400 15 75 75 15 401 398 398 401 55 76 66 176 402 374 374 402 403 78 78 64 400 None None 15 None 75 None 397 None 15 401 398 75 401 None None None None None 55 None 76 None, 398 None 176 None 402 None 374 None 66 402 403 78 374 403 None None None None None None 2 3 4 2 3 4 1 2 3 4 1 2 3 4 1 2 3 403 175 68 176 67 377 402 402 377 80 403 403 80 7 175 179 54 372 175 68 78 67 377 402 176 377 80 403 402 80 7 175 403 54 372 404 None None None None None None None None j None None None None None None None None None None 4 1 2 3 404 404 372 60 Page 37 of 201 179 372 None None 60 181 None None Structure Data 12/15/2017 Table 1.7 - Floor Connectivity Data (continued) Floor Number of Edges Edge Number Point 1 Point 2 Curve Type 181 404 None F187 4 1 181 60 None 2 60 69 None 3 69 406 None 4 406 181 None F188 4 1. 406 69 None 2 69 407 None 3 407 408 None 4 408 406 None F189 4 1 408 407 2 407 8 None None 3 8 180 None 4 180 408 None F190 4 1 69 375 2 375 409 None None 409 407 None 4 407 69 None F191 4 1 407 409 None 2 409 410 None 3 410 8 None 4 8 407 None F192 4 375 68 None r 2 68 417 None 3 417 409 None 4 409 375 None F193 409 417 None 2 417 9 None 3 9- 410 4 F194 4 1 2 410 22 82 409 82 418 None .1 None None None 3 418 419 None 4 419 22 None 7195 419 418 None 2 418 420 None 3 420 421 None 4 421 419 None F196 4 1 421 420 None 2 3 420 61 None 61 1 None 4 1 421 None F197 1 82 181 None 2 181 406 None 406 418 None Page 38 of 201 Structure Data 12/15/2017 Table 1.7 - Floor Connectivity Data (continued) Floor Number of Edges Edge Number Point 1 Point 2 Curve' Type 418 82 F198 4 1 418 406 2 406 408 None None None 3 408 420 None 4 F199 4 1 1 2 420 420 408 418 None 408 None 3 180 4 1 F200 4 1 2 61 74 179 180 61 420 None None None 179 None 404 None 382 None 1 3 404 4 382 F201 4 1 382 2 404 74 None 404 None 181 None 82 None r 3 181 4 82 F202 4 1 63 382 None 21 None I 423 None 2 21 3 423 394 None 4 394 63 None F203 4 1 394 423, None 1 2 423 177 L 3 177 72 4 72 394 None None None [ F204 4 72 177 2 177 424 None None 3 424 395 None 4 395 72 None F205 4 1 395 424 None 2 424 178 None 3 178 73 4 73 395 None. None F206 4 1' 73 178 r 2 178 427 427 396 r F207 4 396 73 None None None None 4 1 396 427 None 2 427 179 None r 3 179 74 None 4 74 396 None F208 1 21 13 2 13 400 None None 3 400 423 None Page 39 of 201 Structure Data 12/15/2017 Table 1.7 - Floor Connectivity Data continued) Floor Number of Edges Edge Number Point 1 Point 2 Curve Type 4 423 21 None F209 4 1 423 400 2 400 15 None None 3 15 177 4 177 423 None None I F210 4 1 177 15 None 2 15 401 3 401 424 E F211 4 424 177 None None None 1 4 1 424 401 None 2 401 55 3 55 178 4 178 424 None None 1 None F212 4 1 178 55 2 55 428 None 3 428 427 4 427 178 None None 1 None I F213 4 1 427 428 None 2 428 54 3 54 179 4 179 427 None None None F214 4 1 68 175 None 2 175 430 None 3 4 430 417 None 417 68 I F215 4 1 417 430 2 430 431 None None None 3 431 9 None 4 9 417 None [ F216 4 1 9 431 None 2 431 432 None 3 432 433 4 433 9 None None 12217 4 433 2 432 3 140 432 140 10 None None None 4 F218 4 1 2 10 175 7 433 7 434 434 430 4 430 175 F219 L 1 430 434- 2 434 435 None None None None None None 1 None 3 435 431 None Page 40 of 201 Structure Data 12/15/2017 Table 1.7 - Floor Connectivity Data (continued) Floor Number of Edges Edge Number Point 1 Point 2 Curve Type 4 431 430 None E220 4 1 431 435 None 9 r 2 435 436 None 436 432 None 4 432 431 None 1 F221 4 1 432 436 None 2 436 11 L 3 11 140 4 140 432 None None None 1 F222 4 1 82 2 135 3 437 135 437 418 None None None 1 4 418 82 1 F223 418 437 2 437 438 None None None 3 438 420 4 420 418 1 F224 1 420 438 2 438 48 3 48 61 1 F225 4 61 420 1 135 60 2 60 69 None None None I None None None None None 3 69. 437 None 4 437 135 F226 1 437 69 r 2 69 407 None None None 3 407 438 4 438 437 None 1 None 1. F227 1 2 438 407 407 8 None, None 8 48 None 4 48 438 None 1 F228 4 1 63 47 None' 2 47 439 None L 3 439 394 4 394 63 F229 4 1 394 439 None 1 None None' 2 439 134 3 134 72 4 72 394 None None None 1 F230 4 72 134 None 2 134 440 440 395 None None Page 41 of 201 Structure Data 12/15/2017 Table 1.7 - Floor Connectivity Data (continued) 4 395 72 None F231 4 1 395 440 None 2 440 133 r 3 133 73 4 73 395 • F232 4 1 73 133 None None None None 2 133 441 None 3 441 396 None 4 396 73 F233 4 396 441 2 441 132 None None None 3 132 74 4 74 1 F234 4 1 74 2 132 396 132 None I 442 None None None 3 442 382 None 4 382 74 None 1 F235 r 4 1 382 442 None 2 442 135 None 3 135 82 None 4 82 382 L F236 4 1 47 13 2 13 400 i F237 3 4 400 439 439 47 None None None None None 4 1 439 400 None 2 400 15 None 3 15 134 None 4 134 439 None F238 4 1 134 15 None 2 15 401 3 401 440 4 440 134 None None None 1 F239 4 440 401 None 2 3 401 55 55 133 None 4 133 440 None None i F240 4 1 133 55 None 2 3 55 428 428 441 None 4 441 133 L F241 4 1 441 428 2 428 54 None None None None 3 54 Page 42 of 201 132 None 1 Number Edge Curve Floorof Edges Number. 'Roint.1 Point 2 Type 4 395 72 None F231 4 1 395 440 None 2 440 133 r 3 133 73 4 73 395 • F232 4 1 73 133 None None None None 2 133 441 None 3 441 396 None 4 396 73 F233 4 396 441 2 441 132 None None None 3 132 74 4 74 1 F234 4 1 74 2 132 396 132 None I 442 None None None 3 442 382 None 4 382 74 None 1 F235 r 4 1 382 442 None 2 442 135 None 3 135 82 None 4 82 382 L F236 4 1 47 13 2 13 400 i F237 3 4 400 439 439 47 None None None None None 4 1 439 400 None 2 400 15 None 3 15 134 None 4 134 439 None F238 4 1 134 15 None 2 15 401 3 401 440 4 440 134 None None None 1 F239 4 440 401 None 2 3 401 55 55 133 None 4 133 440 None None i F240 4 1 133 55 None 2 3 55 428 428 441 None 4 441 133 L F241 4 1 441 428 2 428 54 None None None None 3 54 Page 42 of 201 132 None 1 Structure Data 12/15/2017 Table 1.7 - Floor Connectivity Data (continued) Floor Number of Edges Edge Number point 1 'Point 2 Curve. Type 132 132 54 372 442 442 372 60 135 279 443 341 5 443 282 4 341 282 444 347 441 54 372 442 132 372 60 135 442 443 341 None None None None None None None None None None None 5 None 279 282 4 341 443 444 347 4 None None None None None None None None 4 444 285 2 347 285 446 353 2 446 286 3 353 359 358 447 91 358 367 323 447 91 447 448 Page 43 of 201 282 285 2 347 444 446 353 2 285 286 3 353 446 358 447 91 359 367 323 447 None None None None None None None None None None None None None None None None None None None None 358 None 447 None 448 None 87 None Structure Data 12/15/2017 Table 1.7 - Floor Connectivity Data (continued) Floor Number of Edges. Edge Number Point 1 Point 2 Curve Type 4 87 91 None F253 4 1 447 323 2 323 319 None None 3 319 448 None 4 448 447 None I F254 4 1 87 448 2 448 449 1. 3 449 89 4 89 87 None None None 1 None r F255 4 448 319 None 2 319 315 None 3 315 449 4 449 448 I F256 4 1 89 449. 2 449 360 3 360 27 4 27 89 L F257 4 1 449 315 2 315 51 None None None j None None None None 1 None 3 51 360 4 360 449 None None 1 F258 4 1 362 361 None 2 361 450 None 3 450 4 95 95 362 None None F259 4 1 361 368 None 2 368 307 None 3 r F260 4 307 450 450 361 None None 4 1. 95 450 2 450 451 None None 3 451 93 None 4 93 95 None 4 1 450 307 None 2 307 311 3 311 451 r F262 4 451 450 None None None 4 1 93 451 None 2 451 452 None L 3 452 97 None I 4 97 93 F263 4 1 451 311 2 311 3 303. 303 None None None 452 Page 44 of 201 None I Structure Data 12/15/2017 Table 1.7 - Floor Connectivity Data (continued) 4 2 3 4 1 2 3 4 2 4 1 2 3 4 451 452 363 53 97 303 50 363 None Norte None None None None None None 363 365 364 453 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 2 3 Page 45 of 201 452 364 453 86 365 369 299 453- 364 453 614 62 86 299 295 614 453 614 366 81 62 295 276 366 614 17 615 367 52 615 324 323 367 277 616 368 None Norte None None j None None 1 None None None None None None None None None None None None J None None j None None None None J None None None None None None None None None None None None Number Edge Curve Floor of Edges Number Point 1 Point 2 Type 4 2 3 4 1 2 3 4 2 4 1 2 3 4 451 452 363 53 97 303 50 363 None Norte None None None None None None 363 365 364 453 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 2 3 Page 45 of 201 452 364 453 86 365 369 299 453- 364 453 614 62 86 299 295 614 453 614 366 81 62 295 276 366 614 17 615 367 52 615 324 323 367 277 616 368 None Norte None None j None None 1 None None None None None None None None None None None None J None None j None None None None J None None None None None None None None None None None None Structure Data 12/15/2017 Table 1.7 - Floor Connectivity Data (continued) Floor Number of Edges Edge Number Point 1 Point 2 Curve Type 368 368 616 308 307 50 278 619 369 369 619 300 299 17 233 620 615 615 620 621 324 233 18 640 620 620 640 325 621 324 621 641 320 621 325 321 641 320 641 644 316 641 321 317 51 Page 46 of 201 None None None None 1 None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None —1-1771 None None None None 1 None None Structure Data 12/15/2017 Table 1.7 - Floor Connectivity Data (continued) FloorNumber Edge Point 1 'Point'2 Curve of Edges Number Type I • F286 L 1 F287 F288 C F289 F290 'F291 I F292 F293 I F294 F295 [ F296 644 316 644 645 277 644 317 280 645 277 645 648 616 616 648 649 308 645 280 650 648 648 650 309 649 308 649 651 312 649 309 313 651 31'2 651 641 644 645 277 316 317 280 645 644 645 648 616 277 648 652 304 651 313 305 649 308 616 280 650 648 645 650 309 649 648 649 651 312 308 309 313 651 649 651 652 4 652 304 652 653 Page 47 of 201 None None None None None None None None None None None None j None None None None None None None Non None None I None —T7171 None None None None None t None None None None None None 304 NonJ 312 None 313 None 305 None 652 651 652 653 278 None None None None None Structure Data 12/15/2017 Table 1.7 - Floor Connectivity Data (continued) Floor Number Edgepoint 1 'Point 2 Curve of,Edges Number Type 304 None F297 1 652 305 None 2 3 4 305 281 None 281 653 None 1 653 652 None F298 4 1 2 278 653 None I 653 654 None I F299. L_ 4 654 619 None 619 278 None 4 1 619 654 None 2 654 655 None 3 300 None.. 4 F300 1 2 619 None 281 None 656 None r 3 654 None 4 653 None I F301 4 1 656 None 2 656 301 None L 3 655 4 654 None None E F302 f 1 655 2 657 296 I F303 4 300 301 "None None None None None 2 297 None 3 657 None 4 655 None I F304 r 1_ 657 None 2 443 279 296 3 I F305. None None 4 279 None 1 657 297 None 1 2 297 282 None 3 282 443 None 4 443 657 None 1 18 241 None 2 241 658 None 3 658 640 None 4 640 18 None 1 640 658 None 2 658 659 None I F306 r F307 J 3 325 None Page 48 of 201 Structure Data Table 1.7 - Floor Connectivity Data (continued) Floor Number of Edges Edge Number Point '1 Point 2 Curve Type 4 1 2 3 4 1 2 4 1 2 3 4 1 2 3 4 1 2 3 4 2 3 4 1 2 3 4 1 2 3 4 1 2 3. 4 2 3 4 1 2 325 241 19 660 658 658 660 326 659 325 659 661 321 659 326 322 661 321 661 662 640 19 660 None None None 658. None 241 None 660 a None 326 None 659 None 658 None 659 None. 661 None 321 325 326 322 661 659 661 662 317 None None None i None None] None None None None 317 661 322 318 662 317 662 663 280 662 318 283 663 280 663 664 650 650 664 665 309 663 283 666 Page 49 of 201 321 322 318 662 661 662 663 280 317 318 283 663 662 None None None None None None None None None None None None None 663 None 664 None 650 None 280 None 664 665 309 650 283 666 664 None None None None None None None 1 12/15/2017 • Structure Data Table 1.7 - Floor Connectivity Data continued) Floor Number of Edges Edge Number Point 1 Point 2 Curve Type 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 2 3• 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 2 3 Page 50 of 201 663 666 310 665 664 665 667 313 309 310 314 667 665 667 668 305 313 314 306 668 667 668 669 281 305 306 284 669 668 669 670 656 281 670 671 301 656 284 672 670 669 672 302 671 None None None None None None None None None None None None None None None None None None J None None None None None None None None None None None None None None None -None None None None None None • None None None None None 12/15/2017 Structure Data 12/15/2017 Table 1.7 - Floor Connectivity Data (continued) Floor Number of Edges Edge Number Point 1 Point 2 Curve Type 671 301 671 673 297 671 302 298 673 297 673 444 282 673 298 285 444 19 248 674 660 660 674 675 326 248 20 676 674 674 676 294 675 326 675 677 322 675 294 293 677 322 677 882 Page 51 of 201 670 671 673 297 301 302 298 673 671 673 444 282 297 298 285 444 673 248 674 660 19 674 675 326 660 20 676 674 248 676 294 675 674 675 677 322 326 294 293 677 675 677 882 318 None None None None None None, None None None None None None None None None None None None 1 None None None None None None 1 None None None None None None None None None None None None None None None None None None None None Structure Data Table 1.7 - Floor Connectivity Data continued) Floor Number of. Edges Edge Number Point 1 . Point 2 Curve. Type 4 318 322 None F341 4 677 293 None 2 293 292 None 3 292 • 882 4 F342 4 1 2 882 318 882 677 None None 882 883 None None 3 883. 283 None 4 283 318 F343 4 1 882 292 None None 2 292 23 None 3 23 883 None 1 F344 4 883 4 1 283 882 883 2 883 884 None None None 3 884 666 None C 4 666 283 None F345 4 1 666 884 2 884 885 None None 3 885 310 4 310 666 None None F346 4 1 883 23 None 2 23 110 None 3 110 884 None 4 884 883 None L F347 4 1 884 110 None 2 110 290 None 1. 3 290 885 None 4 885 884 None F348 4 1 310 885 None 2 885 886 None 3 886 314 None 4 314 310 None I F349 4. 1 885 290 None. 2 290 291 None 3 291 886 None [ F350 4 886 885 4 1 314 886 2 886 887 None None None 3 887 306 None 4 306 314 None 4 1 2 886 291 None 291 289 None 3 289 887 None Page 52 of 201 12/15/2017 Structure Data 12/15/2017 Table 1.7 - Floor Connectivity Data (continued) Floor . Number of Edges Edge Number Point 1 Point 2 Curve Type 887 306 887 888 284 887 289 26 888 284 888 912 672 672 912 913 302 888 26 144 912 912 144 288 913 302 913 914 298 913 288 287 914 298 914 446 285 914 287 286 446 Page 53 of 201 888 284 None 306 None 289 None 1 None None None None None None None None None None None None None None None None None None None None 1 None None I None None None None None None None 285 None I 298 None 287 None 286 None 446 None 914 None Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data W10 W3 W7 W5 r W11 L W13 W27 W1 W14 r 4 4 4 4 4 4 4 W35 r W36 4 4 7 6 6 7 1 8 8 1 8 9 9 8 9 10 10 9 10 11 11 10 7 11 11 7 24 25 1 22 14 22 22 14 13 15 15 13 12 32 32 12 7 6 34 35 6 6 7 7 8 8 1 1 9 9 8 8 10 10 9 9 11 11 10 10 11 11 7 7 25 1 22 24 22 22 14 14 15 15 13 13 32 32 12 12 6 34 35 7 Page 54 of 201 None None None None None None Below Below Same Same Below Below Below Same Same Below Below None None None None None None None None None None Same Same Below Below Same Same Below Below Same Same Same Same Below Below Same Same Below Below Same Same Below None None None None None None None None None None None None None None None None None None None None None None None None None None None None Below Below Same Same Below Below Same Same Same Same Same Same Below Below Same Same Below Below Same Same Below Below Below Same Same Below Below Same Same Below Same Same Same Same Below Same Same Below Below Same Same Below Below Same Same Same Below Below Same Same Same Below Below Same Same Below Number Edge Curve Point 1 Point 2 Label of Edges Number Point 1 Point 2 Type Story Story W10 W3 W7 W5 r W11 L W13 W27 W1 W14 r 4 4 4 4 4 4 4 W35 r W36 4 4 7 6 6 7 1 8 8 1 8 9 9 8 9 10 10 9 10 11 11 10 7 11 11 7 24 25 1 22 14 22 22 14 13 15 15 13 12 32 32 12 7 6 34 35 6 6 7 7 8 8 1 1 9 9 8 8 10 10 9 9 11 11 10 10 11 11 7 7 25 1 22 24 22 22 14 14 15 15 13 13 32 32 12 12 6 34 35 7 Page 54 of 201 None None None None None None Below Below Same Same Below Below Below Same Same Below Below None None None None None None None None None None Same Same Below Below Same Same Below Below Same Same Same Same Below Below Same Same Below Below Same Same Below None None None None None None None None None None None None None None None None None None None None None None None None None None None None Below Below Same Same Below Below Same Same Same Same Same Same Below Below Same Same Below Below Same Same Below Below Below Same Same Below Below Same Same Below Same Same Same Same Below Same Same Below Below Same Same Below Below Same Same Same Below Below Same Same Same Below Below Same Same Below Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number of Edges Edge Number Point 1 Point 2 Curve Type Point 1 Story Point 2 Story W12 1 21 13 None Below Below 2 13 13 None Below Same 3 13 21 None 4 21 21 None Same Same Same W30 4 1 22 1 None Below Below Below r 2 1 1 None Below Same 3 1 22 l 4 22 22 None None Same Same Same Below W32 4 1 20 23 None Below Below 2 23 43 None Below Same r 3 43 42 None Same Same 4 42 20 None W43 4 1 46 14 None Same Below Below Below r 2 14 14 None Below Same 3 14 46 None Same Same 4 46 46 None Same Below W45 4 1 68 9 None Below Below 2 3 9 9 None Below Same 9 68 None Same 4 68 68 None Same W23 4 W25 4 1 2 3 4 208 196 207 23 1 196 196 207 23 208 None None None None Same Same Same Same Same Below] Same Same Same Same J 195 None Same 1 2 195 209 None Same 3 209 207 None r W84 4 207 196 None Same Same Same Same Same 1 195 192 None Same 2 192 20 None Same 3 20 209 None Same 4 209 195 None Same W85 1 210 197 None Same 2 197 196 None Same C r 3 196 208 None Same 4 208 210 None Same W86 4 1 198 194 None Same Same J Same Same Same Same 1 Same Same I Same Same Same Same Same Same Below Same Same 2 194 192 None Same 3 192 195 None Same 4 195 198 None W87 4 1 23 207 None Same Below 2 207 197 None Below 3 197 210 Page 55 of 201 None Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story W88 W89 4 W90 I W91 rW93 L W95 I W96 LW98 r W99 W101 I W103 4 4 4 4 4 4 1 2 3 4 1 2 3 4 1 2 3 4 2 3 4 1 2 3 4 1 2 4 1 2 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 23 209 198 197 207 20 194 198 209 200 211 26 212 199 213 211 200 201 200 212 214 211 201 214 26 213 202 201 211 204 215 3 216 203 217 215 204 205 None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None Same Below Below Same Same Below Below Same Same Same Same Same Same Same Same Same Same Same Same Same Same Below Below Same Same Below Below Same Same Same Same Same Same Same Same Same Same Same Below Below Same Same Below Below Same Same Below Same Same Same j Same Same Same Same Same Same Same Same 1 Same Below Same Same Below Below Same Same Below Same Same Same Same Same Same Same 204 216 218 215 205 Page 56 of 201 None None None None None Same Same Same Below Below Same Same. Same Same Same Below Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type. Story Story 3 205 218 None Same Same 4 218 3 None Same Below r W104 4 1 215 217 2 217 206 None None Below Below Below Same 3 206 205 None Same Same 4 205 215 None Same Below W67 4 1 165 148 None Same Same 2 148 147 None Same Same 3 147 161 None Same Same 1. 4 161 165 None Same Same W68 4 1 151 136 None Same 2 136 C W70 3 131 131 139 None None Same Same Same Same 1 Same 4 139 151 None Same Same 4 1 18 160 None Below Below 2 3 160 148 148 165 None None Below Same Same Same 4 165 18 None Same Below W71 4 1 160 162 None 2 162 151 None Below Below Below Same 3 151 148 None Same Same r W72 4 4 148 160 None Same Below 1 162 163 None 2 163 136 None Below Below Below Same 3 136 151 None Same Same 4 151 162 None Same Below W73 4 1 163 164 None Below Below 2 164 137 None Below Same 3 137 136 None Same L r 4 136 163 None Same W80 4 1 171 158 None Same Same Below Same 158 157 None 3 157 167 None Same Same Same Same 4 167 171 None Same W81 4 1 159 154 None 2 154 153 None Same Same Same Same Same 3 153 156 None Same 4 156 159 None Same W83 4 1 19 166 None Below L 2 166 158 3 158 171 None None Below 4 171 19 None Same Same Same Same f Below Same Same Below W136 1 166 168 Page 57 of 201 None Below Below Structure Data Table 1.8 - Wall Connectivity Data (continued) Label Number Edge. point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story 2 168 159 None Below Same 3 159 158 None Same I W137 4 158 166 None Same 4 1 168 169 2 169 154 None. None Below Below Same J Below Belo Same 3 154 159 None Same Same 4 159 168 None Same W138 1 169 170 None. Below Below Below 2 170 155 None Below Same 3 155 154 None Same Same 4 154 169 None Same W44 4 1 16 121 None Below 2 121 98 None Below r 3 4 98 107 None Same 107 16 None I W47 1 122 15 None Same Below 2 15 100 None Below 3 4 100 101 None Same 101 122 None Same Below Below Same Same Below Below Same Same Below W48 4 1 101 100 None Same Same 2 100 124 None Same Same 3 124 IW140 4 119 119 None Same Same 101 4 1 94 172 2 172 173 None None None Same Same Same Same Same Same 3 r W142 4 173 108 None Same Same 108 94 None Same Same 4 1 172 104 None Same 2 104 174 None Same Same Same 3 174 173 None Same Same 4 173 172 None Same Same I W146 4 1 126 52 None Below 2 52 182 None Below Below Same 3 182 99 None Same Same 4 99 126 None Same Below W147 4 1 52 128 None Below Below 2 128 105 None Below Same 3 105 182 None Same Same 4 182 52 None W148 161 147 None Same Same Below Same 2 147 183 None Same Same 3 183 184 None Same Same 4 184 161 Page 58 of 201 None Same Same 12/15/2017 Structure Data Table 1.8 - Wall Connectivity Data (continued) Label Number of Edges Edge Number Point 1 Point 2 Curve Type Point 1 Story Point 2 Story W152 W179 W183 L l W189 W192 W194 r 1. W195 W199 L W201 W204 r W206 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 139 131 186 185 167 157 188 106 156 153 190 189 15 122 193 111 121 16 113 251 128 52 114 252 52 126 253 114 163 162 256 255 160 18 116 131 186 185 139 157 188 106 167 153 190 189 156 122 193 111 15 16 113 251 121 None None None None None None None None None None None None None None None None None None None None Same Same Same Same Same Same Same Same Same Same Same Same Below Below Same Same Below Below Same Same Same Same Same Same Same Same Same Same Same Same 1 Same S�Same 1 Below Same 1 Same Below Below Same Same Below 52 114 252 None None None 128 . None 126 253 114 52 162 256 255 163 18 116 257 257 160 169 168 260 259 166 19 117 168 260 259 169 19 117 261 Page 59 of 201 None None None None None None None None None Below Below Same Below Same 1 Same Same •Below Below Below Same Below Same 1 Same Same Below Below Below Below Same Same Same j Same Below Below Below None Below Same 1 None None None None None None None None None Same Same Same Below Below Below Below Same Same Same Below Same Below Below Below Same Same Same 12/15/2017 Structure Data Table 1.8 - Wall Connectivity Data (continued) Label Number Edge point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story 261 166 None W207 4 1 107 1 98 None Same Same Below Same 2 98 1 262 None Same Same 3 4 262 1 129 None 129 1 107 None Same Same Same Same W208 4 1 129 1 262 None Same Same L r W211 2 262 1 120 None Same Same 3 120 i 123 None Same Same 4 123 129 None Same Same 4 1 111 1 193 None Same Same L L W214 2 193 1 122 None Same Same 3 122 1 15 None Same 4 15 1 111 4 1 251 1 113 None None Same Same 2 113 1 16 None Same 3 16 1 121 4 121 1 251 4 1 252 i 114 None None None Same Same Same 2 114 1 52 None 3 4 52 1 128 None Same Same 128 1 252 None Same I W217 4 1 114 1 253 None Same 2 253 1 126 None Same 3 126 1 52 None Same 4 52 1 114 None Same I W221 4 1 255 i 256 None Same 2 r 3 256 162 162 163 None Same r W223 4 163 1 255 None None Same Same Same Same Same Same Same l Same Same Same Same Same Same Same Same 1 Same Same Same Samd Same 4 1 257 1 116 None Same 2 116 1 18 None Same Same Same 3 18 1 160 None Same Same 4 160 1 257 None Same Same W226 259 1 260 None Same Same 2 260 1 168 None Same Same 3 168 1 169 None Same 1 W22 4 169 1 259 None Same Same Same 4 1 261 1 117 None Same 2 117 1 19 None Same Same 1 Same 3 19 1 166 None Same Same I W231 4 166 1 261 None Same Same 4 1 163 1 162 None Below Below 2 162 1 266 Page 60 of 201 None Below Same 12/15/2017 Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story 3 266 4 265 265 None 163 None Same Same Same Below r W233 4 1 160 18 None Below Below 2 18 40 None Below Same 3 40 267 None Same Same 1 4 267 160 None Same Below W236 4 1 169 168 None Below Below 2 1'68 270 None Below 3 270 269 None Same Same Same 4 269 169 None Same W238 4 1 166 19 None Below 2 19 41 None Below 3 41 271 None Same L 4 271 166 None Same W239 4 1 15 122 None Below 2 122 272 None Below r W242 3 272 30 None Same Below j Below Same Same Below Below Same Same 4 30 15 None Same Below 4 1 121 16 None Below 2 16 28 None Below 3 28 273 None Same Below Same Same 4 273 121 None Same Below C W244 4 1 128 52 None Below Below 2 r -------- W245 3 52 88 •None Below Same 88 274 4 274 128 None None Same Same Same Below 4 1 52 126 None Below Below 2 126 275 None Below Same r 3 275 88 W367 4 4 88 52 None None Same Same Same Below 1 413 412 None Below Below 2 412 426 None Below 3 426 425 None Same Same Same 4 425 413 None Same Below W371 4 1 411 4 None Below Below 2 4 37 None Below Same 3 37 429 None Same Same 4 429 411 None Same W8 4 1 263 328 None Same Below Same 2 328 454 None Same Same 3 454 103 L 4 103 263 None None Same Same Same Same W38 4 1 102 329 Page 61 of 201 None Same Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story 2 329 328 None Same Same 3 328 1 263 1 None 1 Same Same 4 263 I 102 1 None 1 Same W40 4 1 20 1 456 1 None 1 Below 2 456 I 329 1 None 1 Below Same Below Same 3 329 ( 102 1 None 1 Same Same 4 102 I 20 1 None 1 Same Below W64 4 1 456 1 457 1 None 1 Below Below 2 457 I 405 1 None 1 Below Same 3 405 1 329 1 None 1 Same 4 329 I 456 1 None 1 Same W159 4 1 2 456 I 20 1 None 1 Below 20 1 118 1 None 1 Below Same I Below Below Same 3 118 I 459 1 None 1 Same Same 4 459 I 456 1 None 1 Same Below W249 L 4 1 459 1 118 1 None 1 Same Same 2 118 I 20 1 None 1 Same Same 3 20 1 456 I None 1 Same Same 4 456 1 459 1 None 1 Same I W252 . 4 1 456 I 20 I None 1 Below 2 20 1 42 I None 1 Below 3 42 1 461 1 None 1 Same 4 461 1 456 1 None 1 Same Same Below Same Same Below L W265 4 1 499 1 466 1 None 1 Same Same 2 466 1 498 1 None 1 Same Same 3 498 1 126 1 None I Same Same r W267 4 126 1 499 1 None 1 Same Same 4 1 466 1 467 1 None 1 Same Same 2 467 1 500 1 None 1 Same 3 500 1 498 1 None 1 Same I W268 4 498 1 466 1 None 1 Same Same Same Same 1 4 1 467 1 470 1 None 1 Same Same 2 470 1 501 1 None 1 Same Same 3 501 1 500 1 None 1 Same Same 4 500 1 467 1 None 1 Same I W269 4 1 470 1 471 1 None 1 Same Same Same 2 471 1 502 1 None 1 Same Same 3 502 1 501 1 None 1 Same 4 501 1 470 1 None 1 Same Same Same W270 4 1 2 471 1 503 1 None 1 Same 503 1 17 1 None 1 Same Same Same 3 17 1 502 1 None 1 Same Same 4 502 1 471 1 None 1 Same Page 62 of 201 Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data continued) Label Number Edge point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story W271 504 469 None Same L 2 3 469 466 None Same 466 499 None Same Same Same i Same W275 4 499 504 None Same 4 1 468 473 None Same Same Same 2 473 470 None Same Same 3 470 467 4 467 468 None None Same Same Same W279 4 1 472 505 None Same Same Same 2 3 505 503 None Same Same 503 471 None Same Same W280 4 4 1 471 472 None Same Same 108 506 None r 2 506 469 None 3 469 504 None 4 504 108 None r W281 4 1 506 507 None Same Same Same Same Same Same Same Same Same Same 2 507 468 3 468 469 None Same Same 1 None Same Same 4 469 506 None Same W284 4 1 507 508 None Same L W286 508 3 473 473 None Same 468 4 468 507 None None Same Same 4 1 508 509 None Same 2 509 472 None Same 3 472 473 None Same W288 4 473 508 None Same 1 509 125 None Same ,,Same I Same Same Same Same Same Same Same Same] Same 2 125 505 None Same Same 3 505 472 None Same Same 4 472 509 None Same Same W2922'� I 4 1 462 463 None Same Same 2 463 512 None Same Same 3 512 510 None Same Same 4 510 462 None Same Same W294 4 1 463 513 None Same L 2 513 128 None Same 3 128 512 4 512 463 None None Same Same Same J Same Same Same W302 4 1 464 515 None Same Same 2 3 515 513 None Same Same 513 463 Page 63 of 201 None Same Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number Edge point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story I W304 4 463 464 None Same Same 4 1 516 517 None Same Same 2 517 464 3 464 465 None None Same Same I W305 4 465 516 None Same Same Same jT Same 4 1 517 174 None Same Same 2 174 515 None Same Same 3 515 464 None Same Same FW -76- 464 306 4 464 517 4 1 519 478 None None Same Same Same Same 2 478 518 3 518 162 None None Same Same Same Same 4 162 519 None Same Same W307 4 1 478 479 None Same Same 2 479 520 None Same 1 3 520 518 None Same 4 518 478 None Same Same Same j Same I W309 4 1 479 521 None 2 521 160 None Same Same 3 160 520 None Same 17N-3-171- 520 314 4 520 479 None Same 4 1 522 481 None Same 2 481 478 None Same 3 478 519 None Same E111,15 4 519 522 None Same 4 1 480 523 None Same 2 523 521 None Same Same Same Same] Same Same Same Same Same Same f Same 3 521 479 None Same Same 4 479 480 None Same Same I W318 4 1 185 524 None Same 2 524 481 None Same Same Same 3 481 522 None Same 1 W319 4 522 185 None Same Same Same 4 1 524 525 None Same 2 525 480 None Same Same Same 3 480 481 None Same Same 4 481 524 None Same Same W329 r 4 1 2 525 183 None Same Same 183 523 None Same Same 3 523 480 None Same 4 480 525 None Same Same Same I W330 4 1 527 474 None Same Same 2 474 526 Page 64 of 201 None Same Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story r W396 L ( W397 W398 4 4 4 r ( r W399 W400 L L W401 W402 W403 W404 r W405 L W406 4 4 4 4 4 4 4 526 164 164 527 474 475 528 526 475 529 163 528 530 477 474 527 476 531 529 475 475 528 526 474 529 163 528 475 477 474 527 530 531 529 None None Same Same Same Same None None None None None None None None None None None None None None 475 476 None None Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same 187 532 477 530 532 533 476 477 533 186 531 476 535 486 534 168 486 487 536 534 487 537 166 536 538 532 477 530 187 None None None None 533 476 477 532 186 531 476 533 486 534 168 535 487 536 534 486 537 166 536 487 489 Page 65 of 201 None None None None None None None None None None None None None None None None None None None None None Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same 1 Same Same Same Same Same Same Same Same , Same Same Same Same 1 Same Same j Same Same Same Same Same Same Same Same Same Same Same Same Same Same ] Same Same } Same Same , Same Same Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story 489 486 None 3 486 535 None Same Same 1 Same Same L W407 4 535 538 4 1 488 539 None None Same 1 Same Same l Same 539 537 None Same 1 Same 3 537 487 None Same 1 Same I W408 4 487 488 None Same 1 Same 4 1 189 540 None Same 1 Same 2 540 489 None Same 1 Same 3 489 538 None Same 1 Same LW409 4 538 189 None 4 1 540 541 None Same Same Same Same 2 541 488 None I W410 3 488 489 None Same Same Same Same 4 489 540 None Same 1 Same 1 541 188 None Same 1 Same 2 188 539 None 3 539 488 None Same Same Same Same 4 488 541 None Same 1 Same I W411 4 1 543 482 None Same 1 Same 2 482 542 None Same 1 Same 3 542 170 None Same I Same 4 170 543 None Same 1 Same I W412 4 1 482 483 None Same 1 Same 2 483 544 None Same 1 Same L 3 544 542 None 4 542 482 None [ W413 4 1 483 545 None Same I Same 2 545 169 None C r W414 3 4 169 544 None Same Same Same Same Same Same Same Same 544 483 None Same 1 Same 1 546 485 None Same 1 Same 2 485 482 None Same 1 Same 3 482 543 None Same 1 Same I W415 4 543 546 1 484 547 None None Same 1 Same Same 1 Same 2 547 545 None Same 1 Same 3 545 483 None 4 483 484 None I W416 1 191 548 None 2 548 485 3 485 546 None None Same Same Same Same Same Same Same 1 Same 4 546 191 Page 66 of 201 None Same Same I Same 1 Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story W417 1 548 549 None 2 549 484 None Same Same Same Same 3 484 485 None 4 485 548 None Same Same Same Same W418 W419 4 4 1 2 549 190 190 547 None None Same Same Same Same 3 4 1 547 484 551 484 549 491 None None None Same Same Same Same Same Same 2 491 550 None Same 3 550 457 None Same Same Same W420 4 4 1 457 551 None Same Same 491 490 None Same 2 3 490 552 552 None Same Same Same 550 None Same Same L W422 4 4 550 1 554 491 492 None Same None Same L L L W424 2 492 491 None Same 3 491 551 None Same Same Same Same l Same 4 551 554 None 4 1 455 556 None Same Same Same Same 2 556 492 None Same 3 492 554 None Same Same Same 1 W425 4 554 455 None Same Same 4 1 556 557 None Same Same 2 3 557 493 493 None 492 None Same Same 1 4 492 556 None Same Same Same Same W427 4 1 559 495 None Same Same 1 2 495 558 None Same Same 3 558 456 None Same Same W428 4 456 559 None Same Same 1 495 494 None Same Same L L 2 494 560 None Same 3 560 558 None Same Same Same 4 558 495 None Same Same W429 4 1 494 551 None Same Same 2 551 457 None Same Same 3 457 560 None Same Same W430 4 4 1 560 494 None Same Same 561 496 None Same Same 2 496 495 None Same Same 3 495 559 Page 67 of 201 None Same Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story I W431 ` W432 I W433 W434 L r W435 W436 W437 W438 L [ W439 W440 I W441 559 497 554 551 494 454 562 496 561 562 563 497 496 563 455 554 497 123 120 564 514 514 564 565 511 511 565 121 16 127 566 509 125 566 567 508 509 567 568 507 508 568 569 561 554 551 494 497 562 496 561 454 563 497 496 562 455 554 497 563 120 564 514 123 564 565 511 514 565 121 16 511 566 509 125 127 567 508 509 566 568 507 508 567 569 506 Page 68 of 201 None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same J Same Same Same Same I Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story L 3 506 507 None Same Same 4 507 568 None Same C W442 4 1 569 94 None Same Same Same 2 94 108 None Same 3 108 506 None Same Same Same 4 506 569 None Same W443 4 1 108 173 None Same Same Same r 2 3 173 570 None Same Same 570 504 None Same Same r W444 4 504 108 None Same 4 1 504 570 None Same Same Same 2 570 571 None Same Same 3 571 499 None Same Same 4 499 504 None Same W445 4 1 499 571 None 2 571 52 None Same Same 3 52 126 None Same Same Same Same 4 126 499 None Same W446 4 1 173 174 None Same Same Same Same 2 174 515 None Same 1. 3 515 570 None Same W447 4 570 173 None 1 570 515 None Same Same Same Same Same j Same 2 515 513 None Same Same 3 513 571 None Same Same 4 571 570 None Same W448 4 1 571 513 None Same Same Same 2 r 3 513 128 None Same Same 128 52 None W449 4 4 1 52 571 None Same Same Same 104 572 None Same Same Same 2 572 517 None Same 3 517 174 None Same Same Same 4 W450 4 1 174 572 104 None Same 573 None 2 573 516 None Same Same Same Same Same 3 516 517 W452 4 4 1 517 184 572 None None Same Same Same 183 2 183 523 None None Same Same Same Same Same L 3 523 574 None Same 4 574 184 None Same W453 4 1 574 523 Page 69 of 201 None Same Same Same 1 Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story W455 I. W456 I W458 L I W459 [ W460 L W461 W462 L I W463 r Page 70 of 201 None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same j Same Same Same Same Same Same Same Same Same Same Same Same Same Same j Same Same Same Same Same Same Same Same Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story W467 4 1 106 188 None Same Same 2 188 539 None Same Same 3 539 555 None Same 4 555 106 None Same C W468 4 1 555 539 None Same Same Same 1 Same 2 539 537 None Same Same 3 537 553 None Same Same 4 553 555 None Same Same W469 4 1 553 537 None Same Same r 2 537 166 None Same 3 166 19 None Same W470 4 4 1 19 553 None Same 157 580 None Same Same Same Same] Same 2 3 580 541 541 None Same Same 188 None Same Same 4 188 157 None Same W471 4 1 580 581 None Same Same Same 2 581 540 None Same 3 540 541 None Same W472 4 4 541 580 1 581 156 None None Same 2 156 189 None 3 189 540 None Same Same Same 4 540 581 None Same W473 4 1 189 190 None Same Same Same Same Same Same Same Same Same 2 3 190 547 547 None Same Same 538 None Same Same 4 538 189 None Same Same W474 4 1 538 547 None Same 2 547 545 None Same 3 545 535 None Same Same Same Same 4 535 538 None Same Same W475 4 1 535 545 None Same Same t 2 545 169 None Same 3 169 168 None Same Same Same W476 4 168 535 None Same 4 1 153 582 None Same Same Same 2 3 582 549 None Same Same 549 190 None Same Same L 4 190 153 W477 1 582 583 None None Same Same Same Same 2 583 548 None Same Same 3 548 549 Page 71 of 201 None Same Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story 4 549 582 None W478 L 1 583 152 1 None Same Same Same 2 152 191 1 None Same Same Same 3 191 548 1 None Same Same 1 W483 4 548 583 1 None Same Same 4 1 510 512 I None Below 2 512 585 1 None Below Below Same 3 585 584 1 None Same Same 4 584 510 1 None Same Below W484 1 512 128 I None Below 2 128 252 1 None Below 3 252 585 I None Same 4 585 512 1 None Same Below Same Same 1 Below W485 4 1 126 498 1 None Below 2 3 4 498 586 1 None Below Below I Same 586 253 1 None Same Same 253 126 1 None Same W486 4 1 L 2 498 500 500 1 None Below 587 1 None Below 3 587 586 1 None Same 4 586 498 1 None Same W487 4 1 500 501 1 None Below 2 501 588 1 None 3 588 587 1 None Below Same Below Below Same Same j Below Below Same Same I W488 4 587 500 1 None Same 4 1 501 502 1 None Below L [ W489 2 502 589 1 None Below 3 589 588 1 None Same 4 588 501 1 None Same 4 1 502 17 1 None Below Below Below Same Same Below Below 2 17 115 1 None Below Same 3 115 589 1 None Same Same 4 589 502 1 None Same Below W490 4 1 164 526 1 None Below Below L 2 526 3 4 590 590 I None 254 None Below Same Same 254 164 1 None Same Same Below I W491 4 1 526 528 1 None Below Below 2 528 591 1 None Below Same 3 591 590 1 None Same Same I W492 4 590 526 1 None Same Below 4 1 528 163 1 None Below Below 2 163 255 1 None Page 72 of 201 Below Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story 3 255 591 None Same Same 4 W493 4 1 591 528 None Same 162 518 None Below Below Below 2 518 592 None Below 3 592 256 None Same W494 4 4 1 256 162 None Same 518 520 None Below Same Same Below Below 2 520 593 None Below Same 3 593 592 None Same 4 592 518 None Same W495 4 1 520 160 None Below Same Below j Below 2 3 160 257 None Below Same 257 593 None Same Same 4 593 520 None Same Below W496 4 1 170 542 None Below Below 2 542 594 None Below Same L W497 3 594 258 None Same Same 4 258 170 None Same Below 4 1 542 544 None Below 2 544 595 None Below 3 595 594 None Same W498 4 4 594 542 None Same 1 544 169 None Below 2 169 259 None Below 3 259 595 None Same W4499�� 4 4 1 595 168 • 544 534 None Same None 2 534 596 None Below Below Below Same Same Below] Below Same Same Below 1 Below 3 596 260 None Same Same 1 Same 4 260 168 None Same Below W500 4 1 534 536 None Below Below 2 536 597 None Below L 3 597 596 4 596 534 None None Same Same Same Same Below W501 4 1 536 166 None Below Below 2 166 261 None Below Same 3 261 597 None Same Same 4 597 536 None Same Below W502 4 1 328 598 None Same Same 2 598 562 None Same Same 3 562 454 None Same 4 454 328 None Same W503 4 598 599 Page 73 of 201 None Same Same Same Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story 2 599 563 3 563 562 None None Same Same Same I W504 I 4 562 598 None Same Same Same 4 1 599 327 None Same Same 2 327 455 3 455 563 None None Same Same Same Same 4 563 599 None Same Same W505 4 1 327 600 None Same Same 2 600 556 None Same Same 3 556 455 None Same Same 4 455 327 None Same Same I W506 4 1 600 601 None Same 2 601 557 None Same Same Same 3 4 557 556, 556 600 None None Same Same Same Same W508 4 1 454 2 103 103 None Same Same 602 None Same Same 3 4 602 561 561 454 None Same Same None Same Same I W509 1 561 602 None Same Same 2 602 603 None Same Same 3 603 559 None Same 4 559 561 None Same Same Same W510 4 1 559 603 None Same Same 2 603 20 None Same Same 3 20 456 None Same Same 4 456 559 None Same Same I W512 4 1 552 550 None Below Below 2 550 605 None Below Same I W513 r 3 605 604 None Same Same 4 604 552 None Same Below 4 1 550 457 None Below Below 2 457 458 None 3 4 458 605 None Below Same Same 605 550 None Same Same Below W514 4 1 457 560 None Below Below 2 560 606 None Below Same 3 606 458 None Same Same IW515 r 4 458 457 None Same Below 4 1 560 558 None Below Below 2 558 607 None Below Same 3 607 606 None Same Same 606 560 Page 74 of 201 None Same Below Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number Edge of Edges, Number i point 1 Point 2 Curve Type Point 1 Story Point 2 Story W516 C 558 456 2 456 459 None Below Below None Below Same 3 4 459 607 None Same Same 607 558 None Same Below l W517 1 109 608 None 2 608 566 None 3 566 127 None Same Same Same Same l Same L W518 4 L W519 C— W520 W521 W522 L _ _. W523 W529 4 4 127 109 None Same 1 608 609 2 609 567 3 567 566 4 566 608 1 609 610 2 610` 568 3 568 567 4 567 _6-09 1 610 611 2 611 569 3 569 568 4`568 610 1 611 99 None Same None None None None None 2 _99 - 94 3 94 569 4 569 611 1 105 612 3 612 572 4 1 104 612 2 613 3 573 572 104 105 613 573 572 Same Same Same Same Same Same Same Same] Same Same 1 Same Same Same None Same Same None Same Same None Same Same None Same Same None Same Same None _Same Same None Same Same None Same Same None Same Same None Same Same 7 None Same Same None Same Same None Same Same None Same_ Same None Same Same None Same Same J 4 L 572 612 None None Same Same 1 584 2 585 3 512 585 512 510 None None Same Same Same Same None Same Same Same Same W530 4 E 1 W531 4 510 1 585 2 252 584 252 None Same None Same 128 None Same Same Same Same 3 128 512 None Same Same 4 4 1 512 585 None 253 586 None 2 3 586 498 498 126 Page 75 of 201 None None Same Same Same Same Same Same Same Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) [ W532 F W533 r W534 L W535 W536 W 537 i 1 W538 r L W539 L I W540 r. I W541 r r W542 4 1 126 253 586 1 587 None None Same Same Same 1 Same 2 3 4 1 2 3 4 1 2 3 4 1 587 1 500 500 1 498 498 1 586 587 1 588 588 1 501 501 1 500 500 1 587 588 I 589 589 1 502 502 I 501 None None None None None None None None None None Same 1 Same Same I Same Same 1 Same Same I Same Same 1 Same Same 1 Same Same 1 Same Same 1 Same Same 1 Same Same Same 501 1 588 589 1 115 2 3 4 1 2 3 4 1 None None 115 1 17 17 1 502 None None 502 I 589 254 1 590 590 1 526 526 1 164 164 I 254 590 1 591 None None None None None None 2 3 4 1 2 3 591 528 528 526 526 1 590 591 1 255 255 1 163 163 528 None None None None None None Same Same Same Same 1 Same Same Same Same I Same Same Same Same 1 Same Same Same Same Same Same Same Same 1 Same Same Same Same Same Same Same Same, Same Same Same 1 Same 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 528 1 591 256 1 592 None None 592 1 518 518 1 162 162 1 256 592 I 593 593 520 520 518 518 1 592 593 1 257 257 1 160 160 1 520 520 1 593 258 1 594 594 1 542 Page 76 of 201 None None None None None None None None None None None None None Same Same Same 73t7n71 Same 1 Same Same 1 Same Same Same Same Samel Same Same Same Same Same Same Same Same 1 Same Same Same 1 Same Same 1 Same Same 1 Same Same 1 Same - _ -. Number Edge Curve Point 1 Point 2 Label of Edges Number Point 1 Point 2 Type Story Story [ W532 F W533 r W534 L W535 W536 W 537 i 1 W538 r L W539 L I W540 r. I W541 r r W542 4 1 126 253 586 1 587 None None Same Same Same 1 Same 2 3 4 1 2 3 4 1 2 3 4 1 587 1 500 500 1 498 498 1 586 587 1 588 588 1 501 501 1 500 500 1 587 588 I 589 589 1 502 502 I 501 None None None None None None None None None None Same 1 Same Same I Same Same 1 Same Same I Same Same 1 Same Same 1 Same Same 1 Same Same 1 Same Same 1 Same Same Same 501 1 588 589 1 115 2 3 4 1 2 3 4 1 None None 115 1 17 17 1 502 None None 502 I 589 254 1 590 590 1 526 526 1 164 164 I 254 590 1 591 None None None None None None 2 3 4 1 2 3 591 528 528 526 526 1 590 591 1 255 255 1 163 163 528 None None None None None None Same Same Same Same 1 Same Same Same Same I Same Same Same Same 1 Same Same Same Same Same Same Same Same 1 Same Same Same Same Same Same Same Same, Same Same Same 1 Same 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 528 1 591 256 1 592 None None 592 1 518 518 1 162 162 1 256 592 I 593 593 520 520 518 518 1 592 593 1 257 257 1 160 160 1 520 520 1 593 258 1 594 594 1 542 Page 76 of 201 None None None None None None None None None None None None None Same Same Same 73t7n71 Same 1 Same Same 1 Same Same Same Same Samel Same Same Same Same Same Same Same Same 1 Same Same Same 1 Same Same 1 Same Same 1 Same Same 1 Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data continued) Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story r 3 542 170 W543 4 4 170 258 None None Same Same Same Same 1 594 595 2 595 544 None Same None Same Same Same 3 544 542 None 1 Same 4 542 594 None 1 Same W544 4 1 595 259 None 1 Same Same Same Same 2 259 169 None I Same Same r r 3 169 544 None I Same W545 4 4 544 595 None i Same 1 260 596 None 1 Same Same Same 1 Same 2 596 534 None 1 Same Same 3 534 168 None 1 Same Same W546 4 4 1 168 596 260 None 1 Same 597 None 1 Same Same Same 2 597 536 None 1 Same Same 3 536 534 None 1 Same Same W547 4 4 534 596 None 1 Same Same 1 597 261 None 1 Same Same 2 261 166 None 1 Same Same 3 166 536 None 1 Same Same W550 4 536 597 None 1 Same Same 4 1 405 617 None 1 Same 2 617 600 None 1 Same 3 600 327 None 1 Same Same Same 1 Same 4 327 405 None 1 Same W551 4 1 617 618 None 1 Same Same Same l 2 618 601 None 1 Same Same 3 601 600 None 1 Same Same 4 600 617 None 1 Same W556 4 1 604 605 None 1 Same Same Same L 2 605 550 None 1 Same 3 550 552 None 1 Same Same Same 4 552 604 None 1 Same W557 4 1 605 458 None 1 Same Same J Same 2 458 457 None 1 Same 3 457 550 None 1 Same Same Same W558 4 550 605 None 1 Same 4 1 458 606 None 1 Same Same Same { 2 3 606 560 None I Same Same 560 457 None 1 Same 4 457 458 None 1 Same W559 4 1 606 607 Page 77 of 201 None 1 Same Same Same Same 1 Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story 2 607 558 None Same Same 3 558 560 None Same Same 4 560 606 None Same Same W560 L 4 1 2 607 459 None Same Same 459 456 None Same Same L W565 3 456 558 None Same 4 558 607 None Same Same Same 4 1 17 502 None Below 2 502 608 L 3 608 109 None None Below Below Same Same Same 4 109 17 None Same Below I W566 4 1 502 501 None Below Below 2 501 609 None Below Same 3 609 608 None Same Same 4 608 502 W567 4 501 500 None None Same Below Below 2 500 610 None Below Below j Same 1 W568 3 610 609 None Same Same 4 609 501 None Same 1 500 498 None Below 2 498 611 None Below Below 73;c771 Same 3 611 610 None Same Same 4 610 500 None Same Below ! W569 4 1 498 126 None Below Below 2 126 99 None Below Same L 3 99 611 None Same 4 611 498 None [W570 4 1 128 512 None Same Below 2 512 612 None Below Same j Below Below I Same 3 612 105 None Same Same f W571 1. 4 105 128 None Same Below 4 1 512 510 None Below Below 2 510 613 None 3 613 612 None Below Same Same Same I W576 4 612 512 4 1 164 526 None None Same Below Below Below 2 526 622 None Below Same 3 622 264 None Same Same 4 264 164 None Same Below W577 4 1 526 528 None Below Below 2 528 623 None Below Same 3 623 622 None Same Same 4 622 526 Page 78 of 201 None Same Below Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) W578 W579 W580 W581 4 4 4 W582 L L W583 n W584 L 4 4 W585 W586 r W587 W589 4 4 4 4 528 163 265 623 162 518 624 266 518 520 625 624 520 160 267 625 170 542 626 268 542 544 163 265 623 528 518 624 266 162 520 625 624 518 160 267 625 520 542 626 268 170 544 627 627 626 544 169 269 627 168 534 628 270 534 536 629 628 536 166 271 629 510 512 631 626 542 169 269 627 544 534 628 270 168 536 629 None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None Below Below Same Same Below Below Same Same Below Below Same Same Below Below Same Same Below Below Same Same Below Below None None Same Same Below Below Same Same Below Below Same Same Below Below Below Same Same Below Below Same Same Below Below Same Same Below Below Same 1 Same Below Below Same) Same Below Below Same Same Below Below Same Same Below Below Same Same Below Below Same 628 534 166 271 629 536 512 631 630 Page 79 of 201 None None None None None None None None None Same Same Below Below Same Same Below Below Same Same Below Below Same Same Below Below Same , Same - r Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story W578 W579 W580 W581 4 4 4 W582 L L W583 n W584 L 4 4 W585 W586 r W587 W589 4 4 4 4 528 163 265 623 162 518 624 266 518 520 625 624 520 160 267 625 170 542 626 268 542 544 163 265 623 528 518 624 266 162 520 625 624 518 160 267 625 520 542 626 268 170 544 627 627 626 544 169 269 627 168 534 628 270 534 536 629 628 536 166 271 629 510 512 631 626 542 169 269 627 544 534 628 270 168 536 629 None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None None Below Below Same Same Below Below Same Same Below Below Same Same Below Below Same Same Below Below Same Same Below Below None None Same Same Below Below Same Same Below Below Same Same Below Below Below Same Same Below Below Same Same Below Below Same Same Below Below Same 1 Same Below Below Same) Same Below Below Same Same Below Below Same Same Below Below Same Same Below Below Same 628 534 166 271 629 536 512 631 630 Page 79 of 201 None None None None None None None None None Same Same Below Below Same Same Below Below Same Same Below Below Same Same Below Below Same , Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story 4 630 510 None Same W590 4 1 2 512 128 None Below 128 274 None Below 3 274 631 None Same 4 631 512 None Same Below Below Same Same Below W591 4 1 126 498 None Below Below Il 2 498 3 4 632 275 [ W592 E [ W593 W594 L - - W595 L` W 596 i W600 rW601 4 4 4 4 4 1 2 3 4 1- 2 3 4 2 3 __-— 4 1 2 3 4 2 4 2 3 4 2 498 500 633 632 500 501 634 633 501 502 632 275 126 500 None Below Same None Same Same None Same Below None Below Below 633 632 498 501 634 633 500 502 635 635 634 502 17 33 635 457 550 617 405 550 552 634 501 17 33 None None None None None None None None None None None Below Same Same Same , Same Below Below Below Below Same Same Same Same Below Below Below Below Same Same_ ` Same 1 Same Below None Below Below None Below Same 635 502 550 617 405 457 552 None None None None None None 618 None None 618 617 617 550 None None 552 550 None 550 637 None 3 4 1 2 637 636 636 552 None None Same Same • Same Below Below Below Below Same Same Same Same Below Below Below Below Same Same Same Same Below Below Below Below Same Same Same 1 Same Below 550 457 6602 4 3 4 1 2 460 637 457 460 637 550 None None Below Below Below Same None Same Same 457 560 560 638 Page 80 of 201 None Same Below None Below Below None Below Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story 3 638 460 None W603 4 4 460 457 None Same Same Same Below 1 560 558 None Below Below 2 558 639 None Below Same 3 639 638 4 638 560 None None Same Same Same Below W604 4 1 558 456 None Below Below L r 2 3 456 461 None Below 461 639 4 639 558 None None Same Same Same Same Below W620 4 1. 119 124 2 124 646 None None Same Same 3 646 642 None Same Same Same Same 4 642 119 None Same Same W621 4 1 642 646 2 646 647 None None Same Same 3 647 643 None Same 4 r L W622 4 1 643 642 None Same 643 647 None Same Same Same Same Same Same 2 3 647 15 None Same Same 15 122 None W652 4 122 643 None Same Same 4 1 691 690 2 690 694 None None Same Same 3 694 121 None Same 4 121 691 None W653 W654 4 4 1 2 3 4 1 690 687 687 695 None None Same Same Same 695 694 687 694 690 686 None None None Same Same Same Same Same Same Same 1 Same S_' amen Same Same 1 Same Same Same L 686 696 None Same 3 696 695 None Same Same Same W655 I 4 4 1 695 687 None Same 686 683 None 2 683 697 None Same Same Same Same Same 697 696 None Same Same 4 696 686 None Same Same W656 4 1 683 682 None Same Same 2 682 698 None Same 1 3 698 697 None Same Same Same W657 4 4 1 697 683 None Same 682 679 Page 81 of 201 None Same Same Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) LabelNNumber Edge Point 1 Point 2 Curve Point 1 Point 2 1of Edges Number Type Story Story L 1 W658 2 679 699 None Same Same 699 1 698 None Same Same 4 698 1 682 None Same Same 4 1 679 1 678 None Same 2 678 1 122 None 3 122 1 699 None Same Same Same Same Same I W659 4 699 1 679 4 1 693 1 688 None None Same Same Same Same 2 688 1 687 None Same Same 3 687 1 690 None Same Same I W660 4 690 1 693 None Same 4 1 689 1 684 None Same 2 684 1 683 None Same Same Same 1 Same 3 683 I 686 None Same 1 W661 4 686 1 689 None Same Same Same L 4 1 685 1 680 None Same Same 2 3 680 679 679 682 None Same Same None Same Same 1 W662 L 4 682 I 685 None 4 1 2 121 1 694 None Same Below Same 694 1 693 None Below Below Same 3 693 1 692 None Same Same 1 W663 C 4 692 1 121 None Same Below 1 694 1 695 None Below Below 2 695 1 688 None Below Same 3 688 1 693 None Same Same 1 W664 4 693 1 694 None 4 1 695 1 696 None Same Below 2 3 696 689 689 688 None Below Below Below Same None Same 4 688 1 695 None W665 4 1 696 I 697 None Same Below Same Below Below 2 697 I 684 None t 3 4 684 1 689 None Below Same Same I Same 689 1 696 None Same Below W666 4 1 697 1 698 None Below Below 2 3 698 685 685 684 None Below Same None Same I W667 4 684 1 697 None Same Same Below 4 1 698 1 699 None Below Below 1 2 3 699 680 680 685 None Below Same None Same Same 4 685 1 698 Page 82 of 201 None Same Below Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story W668 4 1 699 122 None Below Below 2 122 681 None Below 3 681 680 None W670 4 680 699 None Same Same Same Same Below 4 1 119 700 None Same Same 2 700 701 None Same 3 701 642 None L 4 642 119 None Same Same Same Same Same W671 4 1 642 701 None Same Same 2 701 702 None Same Same 3 702 643 None Same Same 4 643 642 None Same Same W672 4 1 643 702 None Same Same 2 702 699 None Same 3 699 122 None Same Same Same W673 4 4 122 643 None Same Same 1 700 703 None Same Same 2 703 704 None Same 3 704 701 None Same Same Same W674 L 4 4 701 700 None Same Same 1 701 704 None Same Same 2 704 705 None Same 3 705 702 None Same Same Same 4 702 701 None Same W675 4 1 702 705 None Same Same Same 2 705 698 None Same Same 3 698 699 None Same Same W676 4 699 702 None Same 4 1 703 706 None Same Same Same 2 706 707 None Same Same 3 707 704 None Same L 4 704 703 None Same W677 4 1 704 707 None Same Same Same Same 2 707 708 None Same Same 3 708 705 None W678 4 4 1 705 704 None Same Same Same Same 705 708 2 708 697 None None Same Same Same Same 3 697 698 W679 4 698 705 None None Same Same Same Same 4 1 706 709 None Same Same 2 709 710 None Same Same 3 710 707 Page 83 of 201 None Same Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) r W680 4 707 706 None Same Same 4 1 707 710 None Same 2 710 711 None Same Same Same 3 711 708 None Same 1 W681 4 708 707 None Same Same Same 4 1 708 711 None Same Same 2 711 696 None Same 3 696 697 None Same I, W682 4 697 708 None Same Same Same 1 Same 709 712 None Same Same L 2 712 3 713 713 710 None None Same Same L W683 4 710 709 None Same Same Same 1 Same 4 1 710 713 None Same Same 2 713 714 None 3 714 711 None Same Same Same Same E W684 4 711 710 None Same Same 4 1 711 714 None Same Same 2 714 695 3 695 696 None None Same Same 4 696 711 None Same I W685 1 712 715 None Same L I W686 2 715 716 None 3 716 713 None Same Same Same Same Same Same Same Same 4 713 712 None 4 713 716 None Same Same Same Same 2 716 717 3 717 714 None None Same Same Same Same I W687 1 4 714 713 None Same 4 1 714 717 None 2 717 694 None Same 3 694 695 None Same Same Same Same 1 Same Same 1 W688 4 695 714 None Same Same 4 1 715 120 None Same Same 2 120 564 None Same Same 3 564 716 None Same Same. 4 716 715 None Same Same W689 4 1 716 564 None Same 2 564 565 None Same Same Same 3 565 717 None Same 1 W690 4 717 716 None Same Same Same 4 1 717 565 None Same 2 565 121 Page 84 of 201 None Same Same 1 Same Number Edge Curve Point 1 Point 2 Label of Edges Number Point 1 Point 2 Type Story Story r W680 4 707 706 None Same Same 4 1 707 710 None Same 2 710 711 None Same Same Same 3 711 708 None Same 1 W681 4 708 707 None Same Same Same 4 1 708 711 None Same Same 2 711 696 None Same 3 696 697 None Same I, W682 4 697 708 None Same Same Same 1 Same 709 712 None Same Same L 2 712 3 713 713 710 None None Same Same L W683 4 710 709 None Same Same Same 1 Same 4 1 710 713 None Same Same 2 713 714 None 3 714 711 None Same Same Same Same E W684 4 711 710 None Same Same 4 1 711 714 None Same Same 2 714 695 3 695 696 None None Same Same 4 696 711 None Same I W685 1 712 715 None Same L I W686 2 715 716 None 3 716 713 None Same Same Same Same Same Same Same Same 4 713 712 None 4 713 716 None Same Same Same Same 2 716 717 3 717 714 None None Same Same Same Same I W687 1 4 714 713 None Same 4 1 714 717 None 2 717 694 None Same 3 694 695 None Same Same Same Same 1 Same Same 1 W688 4 695 714 None Same Same 4 1 715 120 None Same Same 2 120 564 None Same Same 3 564 716 None Same Same. 4 716 715 None Same Same W689 4 1 716 564 None Same 2 564 565 None Same Same Same 3 565 717 None Same 1 W690 4 717 716 None Same Same Same 4 1 717 565 None Same 2 565 121 Page 84 of 201 None Same Same 1 Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story 121 694 None W692 W693 L 4 4 4 1 2 3 4 1 694 717 None Same Same Same Same 122 699 718 272 699 699 718 272 122 698 None None None None None Below Below Same Same Below 2 698 719 None Below 3 719 718 None Same 4 718 699 None Same W694 1 698 697 None Below Below Same Same Below Below Same Same Below Below 2 697 720 None Below Same 3 720 719 None Same Same 4 719 698 None Same W695 4 1 697 696 None Below Below Below 2 696 721 None Below 3 721 720 None Same Same Same 4 720 697 None Same Below W696 4 1 696 695 None Below Below L 2 695 722 None Below Same 3 722 721 None Same L W697 4 4 1 721 696 695 694 None None Same Below Same Below Below l 2 694 3 723 723 None Below Same 722 None Same 4 722 695 None Same W698 4 1 694 121 2 121 273 None None Below Below Same Below Below Same 3 273 723 None Same 4 723 694 None Same Same Below 1 W726 4 1 785 781 None Same Same 2 781 784 None Same Same 3 784 3 None Same Same W727 4 4 3 785 None Same Same 1 781 780 None Same Same 2 3 780 786 786 784 None None Same Same Same Same 4 784 W728 L 1. 1 780 781 None Same Same 788 None Same Same 2 788 787 None 3 787 786 4 786 780 None None Same Same Same Same Same Same W729 4 1 788 777 Page 85 of 201 None Same Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data continued) 1 W73 1 W732 t 4 4 r W733 I W734 W736 L W737 r 4 4 4 4 I W738 L W739 L 1 W740 1 { W742 4 4 4 4 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 777 789 787 777 776 790 789 792 782 781 785 783 793 788 780 793 778 777 788 795 745 782 792 745 796 783 782 796 744 793 783 744 797 778 793 797 798 779 778 800 746 745 795 Page 86 of 201 None None None None None None None None None None Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same j Same Same None None None None None None None None Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same None None None None None None None None None None None None None None None None None None None None None None None None None Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same 1 Same Same ] Same Same Same Same Same j Number Edge Curve Point 1 Point 2 Label of Edges Number Point 1 Point 2 Type Story Story 1 W73 1 W732 t 4 4 r W733 I W734 W736 L W737 r 4 4 4 4 I W738 L W739 L 1 W740 1 { W742 4 4 4 4 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 777 789 787 777 776 790 789 792 782 781 785 783 793 788 780 793 778 777 788 795 745 782 792 745 796 783 782 796 744 793 783 744 797 778 793 797 798 779 778 800 746 745 795 Page 86 of 201 None None None None None None None None None None Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same j Same Same None None None None None None None None Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same None None None None None None None None None None None None None None None None None None None None None None None None None Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same 1 Same Same ] Same Same Same Same Same j Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) L W743 4 1 747 801 None Same Same 2 801 797 None Same 3 797 744 None Same Same Same i 4 744 747 None Same W744 4 1 801 802 None Same Same Same 2 802 798 None Same 3 798 797 None Same Same Same 4 797 801 None Same Same W746 4 1 3 784 None Below Below 2 784 746 None Below Same 3 746 800 None Same Same r W747 4 4 800 3 None Same 1 784 786 None Below Below Below L r 2 786 804 None Below 3 804 746 None Same W748 4 4 1 746 784 None 786 787 None Same Below 2 787 747 None Below 3 747 804 None Same 4 804 786 W749 4 1 787 789 None None Same Below 2 789 801 None 3 801 747 None Below Same 4 747 787 None Same W750 T 4 1 789 790 None 2 790 802 None Below Below Same J Same Below Below Same l Same Below Below Same Same Below ] Below Same 3 802 801 None Same Same L 4 801 789 None Same W752 4 1 791 806 L 2 3 806 805 None None Same Same 805 2 None Same Below J Same Same 1 Same W753 4 2 791 None Same 4 1 806 773 None Same Same Same 2 773 807 None Same l W754 3 807 805 4 805 806 None None Same Same Same Same Same 4 1 773 772 None Same Same 2 772 808 None Same 3 808 807 None W755 4 4 807 773 None Same Same Same Same 1 772 810 None Same Same Same 2 810 809 None Same Same 3 809 808 Page 87 of 201 None Same Same Number Edge Curve Point 1 Point 2 Label of Edges Number Point 1 Point 2 Type Story Story L W743 4 1 747 801 None Same Same 2 801 797 None Same 3 797 744 None Same Same Same i 4 744 747 None Same W744 4 1 801 802 None Same Same Same 2 802 798 None Same 3 798 797 None Same Same Same 4 797 801 None Same Same W746 4 1 3 784 None Below Below 2 784 746 None Below Same 3 746 800 None Same Same r W747 4 4 800 3 None Same 1 784 786 None Below Below Below L r 2 786 804 None Below 3 804 746 None Same W748 4 4 1 746 784 None 786 787 None Same Below 2 787 747 None Below 3 747 804 None Same 4 804 786 W749 4 1 787 789 None None Same Below 2 789 801 None 3 801 747 None Below Same 4 747 787 None Same W750 T 4 1 789 790 None 2 790 802 None Below Below Same J Same Below Below Same l Same Below Below Same Same Below ] Below Same 3 802 801 None Same Same L 4 801 789 None Same W752 4 1 791 806 L 2 3 806 805 None None Same Same 805 2 None Same Below J Same Same 1 Same W753 4 2 791 None Same 4 1 806 773 None Same Same Same 2 773 807 None Same l W754 3 807 805 4 805 806 None None Same Same Same Same Same 4 1 773 772 None Same Same 2 772 808 None Same 3 808 807 None W755 4 4 807 773 None Same Same Same Same 1 772 810 None Same Same Same 2 810 809 None Same Same 3 809 808 Page 87 of 201 None Same Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story 4 808 772 None Same Same W756 4 1 810 812 None Same Same 2 812 811 None Same Same 3 811 809 None Same Same 4 809 810 None Same Same W757 4 1 812 769 None Same Same 2 769 813 3 813 811 None None Same Same Same Same 1 W75 4 811 812 None Same Same 4 1 769 768 None Same 2 768 814 None 3 814 813 None Same Same Same Same Same 4 813 769 None Same Same W759 r I W761 4 1 768 816 None Same 2 816 815 None Same Same Same 3 815 814 4 814 768 None None Same Same Same 4 1 794 818 2 818 806 None None Same Same 3 806 791 None Same 1 W762 4 791 794 None Same 4 1 818 774 None Same 2 774 773 None Same Same Same Same Same Same S�--, ame Same 3 773 806 None Same [ W763 4 806 818 None Same Same ) Same 4 1 775 819 None Same 2 819 810 None Same 3 810 772 None Same 1 W764 L 4 772 775 None Same Same 1 Same Same 1 Same 4 1 2 819 820 820 812 None None Same Same Same Same 3 812 810 None Same Same f W765 4 810 819 None Same Same 4 1 820 770 None Same Same 2 770 769 None Same Same 3 769 812 None Same Same E W766 4 812 820 None Same Same 4 1 771 821 None Same Same 2 821 816 None Same Same 3 816 768 None Same Same 4 768 771 None Same Same W768 1 799 741 None Same 2 741 818 Page 88 of 201 None Same Same 1 Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) 818 794 None Same W769 4 4 1 2 3 794 799 741 823 None None Same Same 823 774 None Same 774 818 None Same Same Same Same Same Same 4 818 r W770 4 1 3 W771 4 4 1 823 824 775 774 824 741 None Same 824 None 775 None 774 None Same Same Same Same Same 823 None 740 None Same Same L 2 3 740 819 1/11-772- 2 772 L- - rr W773 W774 EW775 -_ — W777 r 4 4 4 4 1 2 3 --4 1 2 3 4 1 2 3 775 740 737 820 819 737 819 None _Same 775 None Same 824 None Same 737 None Same 820 None Same 819 None Same 825 770 820 4 4 4 1 _2 3 4 w 1 825 826 _. 771 770 826 736_ 821 771 803 740 _None Same 825 None Same 770 None Same 820 None Same 737 None Same 826 None Same 771 None Same 770 None Same 825 None Same 736 None Same 821 None_ Same 771 None Same 826 None Same 2 3 742 741 742 None Same 741 None Same 799 None Same W7- 7- 8 W780 4 4 799 803 None Same 1 2 3 743 738 4 1 2 3 737 740 2 805 738 None Same 737 None Same 740 None Same Same Same Same Same Same ! Same Same -1 Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same j Same Sam Same Same Same 743 805 None Same None Below 742 None 742 803 None W781 4 4 803 2 None Below Same Same 1 805 807 Page 89 of 201 None Below Same Below Same — _J Same Below Below T Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story 818 794 None Same W769 4 4 1 2 3 794 799 741 823 None None Same Same 823 774 None Same 774 818 None Same Same Same Same Same Same 4 818 r W770 4 1 3 W771 4 4 1 823 824 775 774 824 741 None Same 824 None 775 None 774 None Same Same Same Same Same 823 None 740 None Same Same L 2 3 740 819 1/11-772- 2 772 L- - rr W773 W774 EW775 -_ — W777 r 4 4 4 4 1 2 3 --4 1 2 3 4 1 2 3 775 740 737 820 819 737 819 None _Same 775 None Same 824 None Same 737 None Same 820 None Same 819 None Same 825 770 820 4 4 4 1 _2 3 4 w 1 825 826 _. 771 770 826 736_ 821 771 803 740 _None Same 825 None Same 770 None Same 820 None Same 737 None Same 826 None Same 771 None Same 770 None Same 825 None Same 736 None Same 821 None_ Same 771 None Same 826 None Same 2 3 742 741 742 None Same 741 None Same 799 None Same W7- 7- 8 W780 4 4 799 803 None Same 1 2 3 743 738 4 1 2 3 737 740 2 805 738 None Same 737 None Same 740 None Same Same Same Same Same Same ! Same Same -1 Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same j Same Sam Same Same Same 743 805 None Same None Below 742 None 742 803 None W781 4 4 803 2 None Below Same Same 1 805 807 Page 89 of 201 None Below Same Below Same — _J Same Below Below Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story C 807 829 None I W782 3 829 742 None Below Same Same Same 4 742 805 None Same Below 4 1 807 808 None Below Below 2 808 830 1 3 830 829 None None Below Same Same Same 4 829 807 None Same Below I W783 1 808 809 None Below Below 2 809 743 None Below Same 3 743 830 None Same Same L W784 4 830 808 4 1 809 811 None None Same Below Below Below 2 811 738 None Below Same 3 738 743 None Same I W785 1 4 743 809 None Same Same Below 4 1 811 813 None Below Below 2 813 831 None Below Same 3 831 738 None Same Same 4 738 811 None Same Below I W786 4 1 813 814 None Below Below 2 814 832 None 3 832 831 None Below Same Same Same 4 831 813 None Same Below W787 4 1 814 815 None Below Below 2 815 739 3 739 832 None None Below Same Same Same 4 832 814 None Same I W789 1 2 817 833 833 411 None Same None Below Same 1 Same Same 1 3 411 4 None Same Same I W790 4 4 817 None Same Same 4 1 833 765 None Same 2 765 834 None Same Same Same I. W791 3 834 411 None Same Same 4 411 833 4 1 2 765 764 None None Same Same Same Same 764 835 None Same Same 3 835 834 None Same IW792 4 834 765 None Same Same Same 4 1 764 836 None Same Same 2 836 412 None Same Same 3 4 412 835 None Same Same 835 764 Page 90 of 201 None Same Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) L W793 W794 W795 W796 W798 W799 W800 4 4 4 4 4 4 E W801 W802 W803 W805 4 4 4 4 836 837 413 412 837 761 838 413 761 760 839 838 760 840 414 839 822 842 833 817 842 766 765 833 767 843 836 764 843 844 837 836 844 762 761 837 763 845 840 760 827 733 842 837 413 412 836 761 838 413 837 760 839 838 761 840 414 839 760 842 833 817 822 766 765 833 842 843 836 764 767 844 837 836 843 762 761 837 844 845 840 760 763 733 842 822 Page 91 of 201 None None None None None None None None None None None None None None None None Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same None None None None None None None None None None None None None None None None None None None None None None None None None None None Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same J Same Same 1 Same Same Same Same Same Same Same Same Same Number EdgeCurve Point 1 Point 2 Label of Edges Number Point 1 Point 2 Type Story Story L W793 W794 W795 W796 W798 W799 W800 4 4 4 4 4 4 E W801 W802 W803 W805 4 4 4 4 836 837 413 412 837 761 838 413 761 760 839 838 760 840 414 839 822 842 833 817 842 766 765 833 767 843 836 764 843 844 837 836 844 762 761 837 763 845 840 760 827 733 842 837 413 412 836 761 838 413 837 760 839 838 761 840 414 839 760 842 833 817 822 766 765 833 842 843 836 764 767 844 837 836 843 762 761 837 844 845 840 760 763 733 842 822 Page 91 of 201 None None None None None None None None None None None None None None None None Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same None None None None None None None None None None None None None None None None None None None None None None None None None None None Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same J Same Same 1 Same Same Same Same Same Same Same Same Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) L W806 IW807 I W808 I W809 L W810 W811 W812 1 W814 I. r W815 I W817 1 W818 822 733 847 766 842 847 848 767 766 848 732 843 767 732 729 844 843 729 849 762 844 849 850 763 762 850 827 847 766 842 733 848 767 766 847 732 843 767 848 729 844 843 732 849 762 844 729 850 763 762 849 728 None None None None None None None None None None None None None None None None None None None None None None None None None None Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same 1 Same 1 Same Same 1 Same Same Same Same 1 Same Same Same Same Same Same Same Same 728 845 763 828 734 733 827 735 730 729 732 4 411 734 828 411 834 845 763 850 734 733 827 828 730 729 732 735 411 734 828 4 834 853 Page 92 of 201 None None None None None None None None None None None None None None None None None Same Same Same Same Same Same Same Same Same Same Same Below Below Same Same Below Below Same Same Same Same 1 Same Same Same Same Same Same Same Below 1 Same Same 7 Below Below Same Number Edge Curve Point 1 Point 2 Label of Edges Number Point 1 Point 2 Type Story Story L W806 IW807 I W808 I W809 L W810 W811 W812 1 W814 I. r W815 I W817 1 W818 822 733 847 766 842 847 848 767 766 848 732 843 767 732 729 844 843 729 849 762 844 849 850 763 762 850 827 847 766 842 733 848 767 766 847 732 843 767 848 729 844 843 732 849 762 844 729 850 763 762 849 728 None None None None None None None None None None None None None None None None None None None None None None None None None None Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same 1 Same 1 Same Same 1 Same Same Same Same 1 Same Same Same Same Same Same Same Same 728 845 763 828 734 733 827 735 730 729 732 4 411 734 828 411 834 845 763 850 734 733 827 828 730 729 732 735 411 734 828 4 834 853 Page 92 of 201 None None None None None None None None None None None None None None None None None Same Same Same Same Same Same Same Same Same Same Same Below Below Same Same Below Below Same Same Same Same 1 Same Same Same Same Same Same Same Below 1 Same Same 7 Below Below Same r Structure Data 12/15/2017 Table 1 8 - Wall Connectivity Data (continued) Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story 3 853 734 4 734 411 None None Same Same W819 4 1 834 835 None Below Same Below j Below 2 835 854 None Below Same t 3 854 853 None Same Same 4 853 834 None Same W820 r 1. 4 1 835 412 None Below Below Below 2 412 735 None Below Same 3 735 854 None Same Same W821 4 4 1 854 835 None Same 412 413 None Below Below Below r 2 413 730 None Below Same 3 730 735 None Same Same W822 4 4 735 412 None 1 413 838 None Same Below 2 838 855 None Below 3 855 730 None Same W823 4 4 1 730 413 None Same 838 839 None Below Below Below Same Same Below Below 2 839 856 None 3 856 855 None W824 4 4 1 855 838 None 839 414 None Below Same Same Below Same Same Below Below r W826 r r 2 414 731 None 3 731 856 None Below Same Same Same 4 4 1 856 841 839 None Same Below 757 None Same Same 2 757 857 None Same Same 3 857 5 None Same Same 4 5 841 None Same Same W827 4 1 757 756 None Same Same 2 756 858 None Same 3 858 857 None Same Same Same W828 4 4 857 757 None Same 1 756 753 None Same Same Same L 2 753 859 None 3 859 858 None Same Same Same Same 4 858 756 None Same Same W829 4 1 753 752 None Same Same 2 752 860 None Same Same 3 860 859 None Same Same 4 859 753 None Same Same W830 4 1 752 861 Page 93 of 201 None Same Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) L 2 861 415 None Same Same 3 415 860 None Same Same 4 860 752 None Same I W831 4 1 861 749 None Same 2 749 416 None Same Same y Same Same L 3 416 415 None Same Same L W832 4 415 861 None Same Same 4 1 749 748 None Same Same 2 748 862 None Same Same I 3 862 416 None Same Same I W834 4 416 749 None Same Same 4 1 846 758 None Same Same L rW835 2 758 757 None Same Same 3 757 841 None Same 4 841 846 None Same Same] Same 4 1 759 754 None Same 2 754 753 None Same 3 753 756 None Same Same Same Same r W836 4 756 759 None Same Same 4 1 755 864 None Same r 2 864 861 None Same [ W837 L_ 3 4 861 752 None Same 752 755 None Same Same 1 Same Same Same 4 1 864 750 None 2 750 749 None Same Same Same Same 3 749 861 None Same 4 861 864 None Same W839 4 1 851 866 None Same 2 866 758 None Same Same 1 Same Same i Same 3 758 846 None Same 4 846 851 None Same Same Same W840 4 1 866 867 None Same 2 867 759 None Same Same Same L W841 3 759 758 None Same Same 4 758 866 None Same Same 4 1 867 868 None Same 2 868 754 None Same Same Same 3 754 759 None Same [ W842 4 759 867 None Same Same Same 4 1 868 869 None Same Same 2 869 755 None Same Same 3 755 754 None Same 4 754 868 Page 94 of 201 None Same Same Same Number Edge Curve Point 1 Point 2 Label of Edges Number Point 1 Point 2 Type Story Story L 2 861 415 None Same Same 3 415 860 None Same Same 4 860 752 None Same I W831 4 1 861 749 None Same 2 749 416 None Same Same y Same Same L 3 416 415 None Same Same L W832 4 415 861 None Same Same 4 1 749 748 None Same Same 2 748 862 None Same Same I 3 862 416 None Same Same I W834 4 416 749 None Same Same 4 1 846 758 None Same Same L rW835 2 758 757 None Same Same 3 757 841 None Same 4 841 846 None Same Same] Same 4 1 759 754 None Same 2 754 753 None Same 3 753 756 None Same Same Same Same r W836 4 756 759 None Same Same 4 1 755 864 None Same r 2 864 861 None Same [ W837 L_ 3 4 861 752 None Same 752 755 None Same Same 1 Same Same Same 4 1 864 750 None 2 750 749 None Same Same Same Same 3 749 861 None Same 4 861 864 None Same W839 4 1 851 866 None Same 2 866 758 None Same Same 1 Same Same i Same 3 758 846 None Same 4 846 851 None Same Same Same W840 4 1 866 867 None Same 2 867 759 None Same Same Same L W841 3 759 758 None Same Same 4 758 866 None Same Same 4 1 867 868 None Same 2 868 754 None Same Same Same 3 754 759 None Same [ W842 4 759 867 None Same Same Same 4 1 868 869 None Same Same 2 869 755 None Same Same 3 755 754 None Same 4 754 868 Page 94 of 201 None Same Same Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story W843 1 869 725 None Same Same 2 725 864 None Same Same 3 864 755 None Same Same 4 755 869 None Same Same E W844 1 725 724 None Same Same 2 724 750 None. Same Same 3 750 864 None Same Same W845 4 864 725 None 4 1 724 870 None Same Same Same Same 1 2 870 751 None Same Same r 3 751 750 None Same Same 4 750 724 None Same Same W847 4 1 852 872 None Same 2 872 866 None Same 3 866 851 None Same Same Same 1 Same W848 4 4 1 851 872 852 None Same Same 873 None Same Same L 2 873 867 None Same 3 867 866 None Same Same Same W849 4 866 872 None Same 4 1 873 874 None Same Same Same 2 874 868 None Same Same 3 868 867 None Same 4 867 873 None Same W850 4 1 874 875 None Same 2 3 875 869 None Same 869 868 None 4 868 874 None Same Same Same Same Same Same Same Same W851 4 1 875 726 None Same Same 2 r 3 726 725 725 869 None None Same Same Same Same 4 869 875 None Same Same W852 4 1 727 876 None Same Same 2 876 870 None Same 3 870 724 None Same Same Same 4 724 727 None Same Same W854 4 1 5 857 None Below 2 857 872 None Below 3 - 872 852 None Same W855 4 852 5 None Same 4 1 857 858 None Below Below Same 1 Same Below Below 2 858 873 None Below Same 3 873 872 Page 95 of 201 None Same Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number Edge point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story 1 - - - 4 872 857 None [ W856 r 4 1 858 2 859 859 None 874 None Same Below Below [ W857 4 3 4 1 874 873 None 873 858 None Same Same 859 2 860 860 875 None None Below Below [W858 L EW859 L_^ L W860 W 862 W 863 W864 [W865 W866 4 3 4 1 2 875 874 874 859 None None Same Same 860 415 415 726 None None Below 4 4 4 4 4 3 4 1 2 3 4 1 2 3 - - 4 2 3 4 1 2 2 726 875 415 416 727 726 416 862 876 727 l 7 6 877 878 875 860 416 727 726 415 862 876 None None None 727 416 6 877 878 7 878 877 871 879 879 871 877 871 879 878 871 865 None None None None None None Norte None None None None None None 4 3 865 880 None None None_ None None 4 4 1 2 3 4 1 2 880 879 880 865 865 863 881 881 863 881 880 863 None None None None None None Below Same Same Below Below Same Same Below Below Same Same Below Below Same Same Same Same Same Same Same Same Same Same 863 6 [W880 4 3 4 1 2 6 7 7 881 815 814 814 814 Page 96 of 201 None None None None None Same Same Same Same Same Same Same Same Below Below Below Below - Same Same Below Below Same Same] Below Below Same Same Below Below J Same Same Below Below Same Same Below Below Same Same Below Same Same TSame Same Same Same Same Same Same Same Sam J Same Same Same Same Same Below Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 �of Edges Number Type Story Story 1 3 814 815 None Same Same W881 4 815 815 None Same 4 1 814 813 None Below Below Below 2 813 813 None Below Same 3 813 814 None Same Same 4 814 814 None Same Below W882 4 1 813 811 None Below Below 2 3 811 811 None Below Same 811 813 None Same Same W883 C r 4 813 813 None Same Below 4 1 811 809 None Below Below 2 809 809 None Below Same 3 809 811 None Same 4 811 811 None Same W884 4 1 809 808 None 2 808 808 None Below Below Same Below j 3 808 809 None Same Below Same Same W885 4 809 809 None Same 4 1 808 807 None Below Below Below 2 807 3 807 807 808 None None Below Same 808 808 None Same W886 4 1 807 805 2 805 805 None None Below Below Same Same Belo Below 3 805 807 None Same Same Same W887 4 4 807 807 None Same Below 1 805 2 None Below Below 2 2 2 None Below Same 3 2 805 W889 4 4 805 805 None None T' Same Same 1 414 839 2 839 839 None None Below Same Below ] Below Below Same 3 839 414 None 4 414 414 None Same Same Same Below W890 4 1 839 838 None Below 2 838 838 None Below 3 838 839 None Same Below SameJ Same W891 4 4 839 1 838 839 413 None None Same Below Below 2 413 413 None Below 3 413 838 None Same Below Same 1 Same 1 4 838 838 None Same Below W892 4 1 413 412 Page 97 of 201 None Below Below Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story r 2 412 412 None Below Same 3 412 I W893 4 413 413 None Same Same 413 1 None Same Below 4 1 412 835 1 None Below Below 2 835 835 1 None Below Same 3 835 412 1 None Same 4 412 412 1 None Same Same Below I W894 4 1 835 834' 1 None Below Below 2 834 3 834 834 None 835 None Below Same Same Same I W895 4 835 835 1 None Same Below 4 1 2 834 411 1 None Below Below 411 411 I None Below Same 3 411 834 1 None Same 4 834 834 I None Same Same Below I W896 1 [ 1 411 4 1 None Below 2 4 4 I None Below 3 4 411 I None Same 4 411 411 1 None Same Below Same Same Below W898 4 1 862 416 I None Below Below L 2 416 416 I None Below 3 416 862 I None Same 4 862 862 I None Same Same Same Below 1 W901 [ 4 1 2 415 860 I None Below 860 860 I None Below Below Same 3 860 415 I None Same Same 4 415 415 1 None Same Below W902 4 1 860 859 I None Below Below 2 859 859 I None Below 3 859 860 1 None Same 4 860 860 1 None Same Same Same j Below W903 4 1 859 858 1 None Below Below L 2 858 858 1 None Below 3 858 859 1 None Same 4 859 859 1 None W904 [ 4 1 2 858 857 1 None Same Below Same Same Below Below 857 857 1 None Below Same 1 W905 3 857 858 1 None Same Same 4 858 858 1 None Same Below 4 ( 1 857 5 1 None Below Below 2 5 5 1 None Below Same 3 5 857 1 None Same 4 857 857 1 None Page 98 of 201 Same Same Below Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story W909 4 1 790 789 None 2 789 789 I None Below Below Below Same 3 789 790 1 None Same Same 4 790 790 I None Same W910 4 1 789 2 787 787 None 787 None Below Below Below Below Same 3 787 789 1 None Same Same 4 789 789 1 None Same Below W911 4 1 787 2 786 786 None 786 None Below Below Below Same 3 786 787 1 None Same Same 4 787 787 1 None Same Below W912 4 1 786 784 1 None Below Below 2 3 784 784 1 None Below Same 784 786 1 None Same Same 4 786 786 1 None Same r 1 W913 4 1 784 3 1 None 2 3 3 1 None Below Below Below Below Same 3 3 784 1 None Same Same 4 784 784 1 None Same Below W915 4 1 790 789 1 None Below Below L 2 789 890 1 None Below Same 3 890 889 1 None Same Same 4 889 790 1 None Same W916 4 1 789 787 1 None Below j Below Below 2 787 891 1 None Below Same 3 891 890 1 None Same Same 4 890 789 1 None Same Below W917 4 1 787 786 1 None Below Below 2 786 892 1 None Below 3 892 891 1 None Same Same Same 4 891 787 1 None Same Below W918 4 1 786 784 1 None Below Below 2 784 893 1 None Below Same 3 893 892 1 None Same Same 4 892 786 1 None Same Below W919 4 1 784 3 1 None Below Below 2 3 39 1 None 3 39 893 1 None Below Same Same Same 4 893 784 i None Same Below W921 4 1 815 814 1 None Below Below 2 814 895 i None Below Same 3 895 894 1 None Page 99 of 201 Same Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) 4 1 2 3 894 814 813 896 815 813 896 895 None None None None Same Below Below Same Below Below Same Same 4 1 2 3 895 813 811 897 814 811 897 896 None None None None Same Below Below Same Below Below 4 1 2 3 4 1 2 3 4 1 2 3 4 1 896 811 809 898 897 809 808 899 898 808 807 900 899 807 813 809 898 897 811 808 899 898 809 807 900 899 808 805 None None None None None None None None None None None None Same Below Below Same Same Below Below Same Same Below Below Same Same Same Below Below Same Same Below Below Same Same None None Same Below 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 805 901 900 805 2 38 901 414 839 902 422 839 838 903 902 838 413 425 903 412 835 901 900 807 2 38 901 805 839 902 422 414 838 903 902 839 413 425 903 838 835 904 Page 100 of 201 None None None None None None None None None None None None None None None None None None None None None Below Same Same Below Below Same Same Below Below Same Same Below Below Same Same Below Below Same Same Below Below Below Below Same Same Below Below Same Same Below Below Same Same Below Below Same Same Below Below Same Same Below Below Same Same Below Below Same • Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story 4 1 2 3 894 814 813 896 815 813 896 895 None None None None Same Below Below Same Below Below Same Same 4 1 2 3 895 813 811 897 814 811 897 896 None None None None Same Below Below Same Below Below 4 1 2 3 4 1 2 3 4 1 2 3 4 1 896 811 809 898 897 809 808 899 898 808 807 900 899 807 813 809 898 897 811 808 899 898 809 807 900 899 808 805 None None None None None None None None None None None None Same Below Below Same Same Below Below Same Same Below Below Same Same Same Below Below Same Same Below Below Same Same None None Same Below 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 805 901 900 805 2 38 901 414 839 902 422 839 838 903 902 838 413 425 903 412 835 901 900 807 2 38 901 805 839 902 422 414 838 903 902 839 413 425 903 838 835 904 Page 100 of 201 None None None None None None None None None None None None None None None None None None None None None Below Same Same Below Below Same Same Below Below Same Same Below Below Same Same Below Below Same Same Below Below Below Below Same Same Below Below Same Same Below Below Same Same Below Below Same Same Below Below Same Same Below Below Same Same Below Below Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Number Edge Curve Point 1 Point 2 Label 1of Edges Number Point 1 Point 2 Type Story Story 3 904 426 None Same Same 4 426 412 None Same W933 4 1 835 834 2 834 905 None None Below Below Below Below Same 3 905 904 None Same Same 4 904 835 None Same Below C W934 4 1 834 411 None Below Below 2 411 429 None Below 3 429 905 None Same Same Same 4 905 834 None Same Below W936 4 1 862 416 None Below Below 2 416 907 None Below 3 907 906 None Same Same Same 4 906 862 None Same W938 4 1 415 860 None Below Below Below 2 860 908 None Below 3 908 445 None Same 4 445 415 None Same W939 4 1 860 859 None Below Same Same Below 1 Below 2 859 909 None Below Same 3 909 908 None Same 4 908 860 None Same W940 4 1 859 858 None Below 858 910 None Below 3 910 909 None Same Same Below 1 Below Same Same 4 909 859 None Same Below 1. { W941 4 1 858 857 None Below Below 2 857 911 None Below Same 3 911 910 None Same Same 4 910 858 None Same L W942 4 1 857 5 None Below 2 5 36 None Below 3 36 911 None Same Below Below Same 1 Same 1 4 911 857 None Same Below W943 4 1 416 415 None Below Below I 2 3 415 415 None Below 415 416 None Same Same Same 4 416 416 None Same Below W944 1 416 415 None Below Below 2 415 445 None Below Same 3 445 907 None Same Same W4 4 907 416 None Same Below 4 1 45 31 Page 101 of 201 None Below Below Structure Data 12/15/2017 Table 1 8 - Wall Connectivity Data continued) Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story 2 31 31 None Below Same 31 45 None Same Same 4 45 45 None Same Below W9 4 1 84 29 None Below Below 2 29 29 None Below Same 3 29 84 4 84 84 None None Same Same W17 4 1 85 14 None Same Below Below Below r 2 14 14 None Below Same 3 14 85 None Same Same 4 85 85 None Same Below W19 4 1 110 26 None Below Below 2 26 44 None Below Same I W20 3 4 44 112 None Same 112 110 None Same 4 1 199 142 None Same 2 142 110 None Same Same j Below Same Same 3 110 213 None Same Same 4 213 199 None Same ! W22 4 1 202 143 None Same 2 143 142 None 3 142 199 None Same Same Same Same J Same 4 199 202 None Same Same j Same I W26 1 213 110 None Below 2 110 143 None Below Below Same C 3 143 202 None Same Same 4 202 213 None Same Below I W39 4 1 144 286 None Below Below 2 286 220 None Below Same 3 220 219 None Same Same 4 219 144 I W42 4 1 286 3 None None Same Below Below Below 2 3 39 None Below Same 3 39 220 None Same Same r W46 r 4 220 286 None 4 1 203 221 None Same Same Below Same 2 221 144 None Same Same 3 144 217 None Same r W50 4 217 203 None Same Same Same 4 1 206 222 None Same Same 2 222 221 None Same Same 3 221 203 None Same Same 4 203 206 Page 102 of 201 None Same Same Structure Data Table 1.8 - Wall Connectivity Data (continued) Label Number of Edges Edge Number point 1 Point 2 Curye Type Point 1 Story Point 2 Story L W52 4 217 144 None Below Below 2 144 222 None Below 3 222 206 None Same Same 1 Same 4 206 217 None Same Below 1 1• W55 4 1 223 462 None Same Same 2 462 510 None Same Same 3 510 224 None Same Same 4 224 223 None Same Same W57 4 1 225 465 None Same Same 2 465 462 None Same Same 3 462 223 4 223 225 None None Same Same Same Same W59 4 1 226 516 2 516 465 None None Same Same Same Same C 3 465 225 None Same Same 4 225 226 None Same W60 4 1 573 227 None Same Same Same 2 227 226 None Same 3 226 516 None W63 4 516 573 None 4 1 224 510 None Same Same Below Same Same Same Below L 2 510 584 None Below Same 3 584 228 None Same Same 4 228 224 None Same Below W66 L 4 1 228 584 2 584 510 None None Same Same Same 3 510 224 None Same Same Same 4 224 228 None Same W76 4 1 224 510 None 2 510 630 None Below Below Same J Below Same 3 630 229 None Same 4 229 224 None Same r L W77 4 613 230 None Same Same Below j Same 2 230 227 None Same 3 227 573 None Same Same Same 4 573 613 None Same Same W79 4 1 510 224 None Below Below 2 224 230 None Below Same 3 230 613 None Same Same 4 613 510 None Same r W107 4 1 137 231 None Same Below J Same 2 231 232 None Same Same 3 232 130 Page 103 of 201 None Same Same 12/15/2017 Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data continued) Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 130 164 233 231 137 130 232 234 187 233 164 254 235 235 254 164 233 233 164 264 137 233 231 137 164 232 234 None None None None None None None 187 None 130 164 254 235 233 254 164 233 235 164 264 236 None None None None None None None None None None None None Same Same Below Below Below Same Same Same Same Below Same Same Same Same Same Same Same Same Below Below Below Same Same Same Same Below Same Same Same Same Same Same Same Same Below Below Below Same Same Same 236 187 234 237 530 530 237 238 527 527 233 None 234 None 237 530 187 237 238 527 530 238 None None None None None None None None Same Below Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same Same 2 3 4 1 2 3 4 1 2 3 4 1 2 238 233 164 155 239 240 152 170 241 239 233 164 527 239 240 152 155 241 239 155 None None None None None None None None None None Same Same Same Same Same Same Same Same Same Same Same Same Same Same Below Below Below Same 155 152 240 170 240 242 Page 104 of 201 None None None Same Same Same Same Same Below Same Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number of Edges Edge Number Point 1 Point 2 Curve Type Point 1 Story Point 2 Story 3 242 191 None Same 4 191 152 None Same W132 4 1 241 170 None 2 170 258 None Below Below Same Same Below Same 3 258 243 None Same 4 243 241 None Same W134 4 243 258 None Same Same Below Same J 2 3 258 170 None Same Same 170 241 None Same Same 4 241 243 None Same Same W141 4 1 241 170 None Below Below 2 170 268 None Below Same 3 268 244 None Same Same 4 244 241 None Same Below W143 4 1 191 242 None Same Same 2 3 242 245 None Same 245 546 None Same 4 546 191 None Same W145 4 1 546 245 None 2 245 246 None 3 246 543 None Same Same Same 4 543 546 None Same W150 1 1 543 246 None 2 3 246 241 None Same Same Same Same Same Same Same Same Same 1 Same Same 241 170 None Same Same W153 4 170 543 None Same Same 4 1 490 247 ' None Same Same 2 247 248 None Same 3 248 552 None 4 552 490 None Same Same W155 4 1 493 249 None Same Same P Same Same Same 2 249 247 None Same 3 247 490 None 4 490 493 None Same Same Same Same Same W157 4 1 557 250 None Same Same 2 3 250 249 249 None Same Same 493 None Same Same L 4 493 557 W160 4 1 601 330 None Same None Same Same Same 2 330 250 None Same 3 250 557 None Same Same Same L 4 557 601 None Same Same W163 4 1 248 552 Page 105 of 201 None Below Below Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story 552 604 3 604 331 None None Below Same Same 4 331 248 None Same Same Below W165 4 1 331 604 None Same 2 604 552 3 552 248 None None Same Same Same Same Same 4 248 331 None Same Same W167 4 1 248 552 None Below Below 1. 2 552 636 None Below Same `W168 3 636 332 None Same Same 4 332 248 4 1 618 333 None None Same Below Same Same 2 333 330 3 330 601 None None Same Same Same r W170 4 601 618 None Same Same Same 4 1 552 248 None Below Below 2 248 333 None Below Same 3 333 618 None Same Same 4 618 552 None Same E W172 1 748 334 None Same 2 334 335 None Same L 3 335 862 None Same Below Same? Same Same 1 4 862 748 None Same Same 1 W174 4 1 751 336 None Same Same 2 336 334 3 334 748 None None Same Same Same Same 4 748 751 None Same Same W176 4 1 2 870 337 None Same 337 336 3 336 751 None None Same Same Same Same 4 751 870 None Same L W180 1. 4 1 876 338 None Same 2 338 337 None Same Same Same Same 1 Same 3 337 870 None Same Same 1 W182 r 4 870 876 None Same Same 4 1 862 335 2 335 338 None None Below Below 3 338 876 None Below Same Same Same rW186 L 4 876 862 None Same Below 1 335 862 None Below Below 2 862 862 None Below Same 3 862 335 None Same 4 335 335 Page 106 of 201 None Same Same Below Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number of Edges Edge Number Point 1 Point 2 Curve Type Point 1 Story Point 2 Story W190 1 335 862 None 2 862 906 None Below Below Below Same 3 906 339 None 4 339 335 None Same Same Same W191 4 1 840 340 None 2 340 341 None Same Same 3 341 414 None Same Below Same Same Same W196 4 4 414 840 None Same Same 1 845 342 None 2 342 340 None Same Same Same Same 3 340 840 None Same Same L 4 840 845 None Same Same ('-W2000 W205 4 1 728 343 None Same Same 2 343 342 None Same Same 3 342 845 None Same 4 845 728 None Same 1 731 344 None 2 344 343 None Same Same Same Same Same Same 3 343 728 None 4 W210 4 1 728 414 731 None 341 2 341 344 None None Same Same Below Below Same Same] Below Same 3 344 731 None 4 731 414 None Same Same Same Below W215 4 1 341 414 None Below Below 2 414 414 None Below 3 414 341 None Same Same Same 4 341 341 None Same Below W220 1 341 414 None Below 2 414 422 None Below 3 422 345 None 4 345 341 None Same Same Below Same , Same W222 4 1 816 346 None 2 346 347 None Same Same Below Same Same 3 347 815 None W227 4 4 1 815 821 816 None 348 None Same Same Same L 2 348 346 3 346 816 None None Same Same Same Same 4 816 821 None Same Same Same Same W232 4 1 736 349 None 2 349 348 None Same Same Same Same Same 3 348 821 Page 107 of 201 None Same Same Structure Data 12/15/2017 Table 1.8 - Wall Connectivity Data (continued) Label Number Edge Point 1 Point 2 Curve Point 1 Point 2 of Edges Number Type Story Story 821 736 None Same Same W237 4 1 739 350 None Same 2 350 349 None Same 3 4 349 736 736 739 None Same None Same W241 4 1 815 347 None Below r 2 347 350 None Below Same Same Same Same Below Same j 3 350 739 None Same Same 4 739 815 None Same I W247 F 4 1 347 815 None Below 2 815 815 None Below 3 815 347 None Same L W250 4 347 347 None Same 4 1 347 815 None Below 2 815 894 None Below 3 894 351 None Same 4 351 347 None Same Below Below Same Same Below Below f Same Same Below 1 W251 4 1 776 352 None Same Same 2 352 353 None 3 353 790 None Same Same 4 790 776 None Same LW254 4 1 779 354 None Same 2 354 352 3 352 776 None None Same Same [ W256 C 4 776 779 4 1 798 355 None None Same Same Same Same Same Same Same Same 1 Same 2 355 354 None Same Same 1 Same 3 354 779 None Same I W258 4 779 798 None Same Same Same L [ W260 4 1 802 356 None Same 2 356 355 3 355 798 None None Same Same 4 798 802 4 1 790 353 None None Same Same 1 Same Same 1 Same Below Below 2 353 356 None Below Same 3 356 802 None Same E W263 4 802 790 None Same 4 1 353 790 None Below 2 790 790 None Below Same 1 Below Below 1 Same [ W266 3 790 353 None Same Same 4 353 353 4 1 353 790 None None Same Below Below Below 2 790 889 Page 108 of 201 None Below Same Structure Data 12/15/2017 1.6 Mass Table 1.8 - Wall Connectivity Data (continued) Label Number of Edges Edge Number Point 1 Point 2 Curve Type , Point 1 " Story ` Point 2 s Story 889 357 None Same Same 4 357 353 None Same Below W2 4 1 12 59 None Below Below 2 3 59 59 59 12 None 4 12 W6 4 1 59 12 None None Below Same Same Same Same 63 None Below 2 63 63 None Below 3 63 59 None Same Below Below Same Same 4 59 59 None Same W16 L 4 1 63 13 2 13 13 None None Below Below j Below 3 13 63 None Below Same Same Same 4 63 63 None Same Table 1.9 - Mass Source Below NameElements Include Include Added Mass Include Loads Include Lateral Include Vertical Lump at Stories IsDefault MsSrc1 Yes Yes 1 No Yes No Yes Table 1.10 - Centers of Mass and Rigidity Yes Story Diaphragm Mass X Ib-s2/ft Mass Y Ib-s2/ft XCM ft YCM ft Cumulative X Ib-s2/ft /ft CumulativeXCCM YZ Ib -s /ft ft YCCM ft XCR ft YCR ft Story3 Story2 Story1 D1 0 27.4448 80.5964 0 0 D1 0 83.8051 63.0036 0 0 0 0 D1 0 0 23.3263 57.742 0 0 Table 1.11 - Mass Summary by Diaphragm 0 Sto rylb-s2/ft Diaphragm Mass X Mass Y Ib-s'/ft Mass Moment of Inertia kip -ft -s2 X Mass Center ft Y Mass Center ft Story3 D1 0 0 0 27.4448 Story2 D1 0 0 0 83.8051 Story1 D1 0 0 0 Page 109 of 201 23.3263 80.5964 63.0036 57.742 0 Structure Data 12/15/2017 1.7 Groups Table 1.12 - Mass Summary by Story Story UX Ib-s2/ft UY Ib-s2/ft UZ Ib-s2/ft Story3 5080.19 5080.19 0 Story2 31580.55 31580.55 ----] Story1 32239.55 32239.55 0 Base 11597.27 11597.27 07 Table 1.13 - Group Definitions All Yellow Page 110 of 201 Properties 12/15/2011 2 Properties This chapter provides property information for materials, frame sections, shell sections, and links. 2.1 Materials Table 2.1 - Material Properties - Summary Name Type lbIinz v Unit Weight Ib/ft3 . Design Strengths 4000Psi A416Gr270 A615Gr60 A992Fy50 Concrete 3604996.5 0.2 150 Fc=4000 lb/in2 Tendon 28500000 0 0 Fy=245100 lb/in2, Fu=270000 lb/in2 Rebar 29000000 0.3 0 Fy=60000 Ib/int, Fu=90000 Ib/in' Steel 29000000 0.3 0 Fy=50000 lb/in2, Fu=65000 lb/in2 2.2 Frame Sections Table 2.2 - Frame Sections - Summary IName Material Shape A-LatBm A992Fy50 Auto Select I C10X15.3 A992Fy50 Steel. Channel C12X20.7 A992Fy50 Steel Channel I HSS6X6X1/4 A992Fy50 Steel Tube W18X35 A992Fy50 Steel I/Wide Flange Steel I/Wide Flange] Steel (/Wide Flange I W18X50 A992Fy50 W18X55 A992Fy50 L W18X60 A992Fy50 Steel I/Wide Flange W21X55 A992Fy50 Steel I/Wide Flange L W21X57 A992Fy50 Steel (/Wide Flange W21X62 A992Fy50 Steel I/Wide Flange W21X68 A992Fy50 Steel I/Wide Flange W24X62 A992Fy50 Steel I/Wide Flange I W24X76 A992Fy50 Steel I/Wide Flange W24X84 A992Fy50 Steel I/Wide Flange E W24X94 A992Fy50 Steel (/Wide Flange W27X102 A992Fy50 Steel (/Wide Flange E W27X114 A992Fy50 Steel I/Wide Flange 1 W27X129 A992Fy50 Steel I/Wide Flange I W27X94 A992Fy50 Steel I/Wide Flange 1 W30X108 A992Fy50 Steel I/Wide Flange [ W30X116 A992Fy50 Steel I/Wide Flange W30X124 A992Fy50 Steel I/Wide Flange I W30X132 A992Fy50 Steel (/Wide Flange 1 W33X130 A992Fy50 Steel I/Wide Flange I W33X141 A992Fy50 Steel I/Wide Flange. W33X152 A992Fy50 Steel I/Wide Flange I W36X150 A992Fy50 Steel I/Wide Flange 1 W36X160 A992Fy50 Steel I/Wide Flange r W36X170 A992Fy50 Steel I/Wide Flange Page 111 of 201 Properties 12/15/2017 2.3 Shell Sections Table 2.2 - Frame Sections - Summary (continued) 1 Name [ Material Shape W36X182 A992Fy50 Steel I/Wide Flange Table 2.3 - Shell Sections -Summary Name Design Type Element Type Material Total Thickness in Deck Material Deck Depth in 1.5inch Deck Membrane Not Applicable 1.5 A992Fy50 10inch 'Wall 2.5inch Deck Shell -Thin Membrane 4000Psi 10 4000Psi 5.5 A992Fy50 1.5 1 3 3.25inch Deck 7.5inch Wall Membrane Shell -Thin 4000Psi 6.25 A992Fy50 3 4000Psi 7.5 9inch Wall SIab1 Slab 2.4 Reinforcement Sizes 2.5 Tendon Sections Shell=Thin 4000Psi 9 Shell -Thin 4000Psi 8 Table 2.4 - Reinforcing Bar Sizes Name Diameter in Area int 0.5 0.2 0.75 0.44 1.128 Table 2.5 - Tendon Section Properties Name Material Strand Area Color Tendon1 A416Gr270 0.153 Aqua Page 112 of 201 Assignments 12/15/2017 3 Assignments This chapter provides a listing of the assignments applied to the model. 3.1 Joint Assignments Table 3.1 - Joint Assignments - Summary Story Label 1 Unique T Name L Diaphragm Restraints Story3 273 From Area Story3 Story3 Story3 Story3 Story3 Story3 I Story3 Story3 7 122 From Area 1 112 From Area 111 From Area 9 10 115 119 11 118 From Area From Area From Area 12 13 227 From Area. 91 From Area Story3 Story3 15 70 From Area 22 59 From Area Story3 Story3 Story3 Story3 14 69 From Area 29 263 From Area 31 272 From Area 32 236 From Area Story3 34 102 From Area Story3 Story3 Story3 I Story3 Story3 35 103 From Area 36 104 From Area 37 105 From Area 38 106 From Area 39 107 From Area Story3 Story3 21 92 From Area 28 34 • From Area Story3 Story3 Story3 Story3 Story3 Story3 1 Story3 Story3 I Story3 Story3 L Story3 Story3 Story3 Story3 30 41 From Area 33 48 From Area 40 49 41 50 From Area From Area 42 51 43 52 From Area From Area 44 81 From Area 46 101 From Area 53 264 From Area 54 262 From Area 55 271 From Area 56 280 From Area 57 281 58 282 From Area From Area Story3 Story3 59 283 From Area 60 295 From Area Story3 61 284 From Area Story3 63 288 From Area Page 113 of 201 Assignments 12/15/2017 Table 3.1 - Joint Assignments - Summary (continued) Story Label Unique Name Diaphragm Restraints Story3 Story3 Story3 Story3 Story3 Story3 Story3 r Story3 Story3 L Story3 Story3 r Story3 Story3 LStory3 Story3 rStory3 Story3 Story3 Story3 Story3 Story3 Story3 Story3 LStory3 Story3 C Story3 Story3 I Story3 Story3 I Story3 Story3 [ Story3 Story3 f Story3 Story3 F Story3 Story3 Story3 Story3 Story3 Story3 Story3 Story3 I Story3 Story3 66 274 275 139 612 287 286 285 296 607 609 293 228 231 235 241 239 240 278 279 289 290 291 292 294 232 72 349 350 351 352 354 356 From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area j 270 271 272 273 357 From Area 358 From Area 360 From Area 488 From Area 489 490 From Area From Area 1389 1392 1393 1396 1399 692 693 From Area From Area From Area From Area From Area From Area From Area Page 114 of 201 Assignments 12/15/2017 Table 3.1 - Joint Assignments - Summary (continued) Story Label Unique Name Diaphragm Restraints Story3 622 937 From Area Story3 Story3 L Story3 Story3 Story3 Story3 r Story3 Story3 Story3 Story3 C Story3 Story3 I Story3 Story3 E Story3 Story3 I Story3 Story3 Story3 Story3 Story3 Story3 Story3 Story3 1 Story3 Story3 Story3 Story3 [ Story3 Story3 I Story3 Story3 623 938 From Area 624 939 From Area j 625 940 From Area 626 941 From Area 627 942 From Area 628 943 From Area 629 944 From Area 630 945 From Area 631 946 From Area 632 947 From Area 633 948 From Area 634 949 From Area 635 950 From Area 636 951 From Area 637 952 From Area 638 953 From Area 639 954 From Area 718 1049 From Area 719 1050 From Area 720 1051 From Area 721 1052 From Area 722 1053 From Area 723 1054 From Area 889 1376 From Area 890 1377 From Area 891 1378 From Area 892 1379 From Area 893 1380 From Area 894 1381 From Area 895 1382 From Area 896 1383 From Area 897 1384 From Area Story3 Story3 Story3 Story3 Story3 Story3 Story3 Story3 898 1385 From Area 899 1386 From Area 900 1387 From Area 901 1388 From Area 902 1390 From Area 903 1391 From Area 904 1394 From Area E Story3 Story3 1 Story3 Story3 905 1395 From Area 906 1397 From Area 907 1398 From Area 908 1400 From Area 909 1401 From Area Page 115 of 201 Assignments Table 3.1 - Joint Assignments - Summary (continued) Story Label Unique Name Diaphragm Restraints Story3 Story3 Story3 910 1402 From Area 911 1 1403 1 From Area 45 1 643 1 From Area Story3 84 I 647 1 From Area Story3 85 1 629 1 From Area Story3 Story3 112 1 191 1 From Area 219 I 416 I From Area Story3 Story3 220 1 417 1 From Area 229 1 431 1 From Area r c Story3 Story3 Story3 Story3 Story3 Story3 236 1 441 1 From Area 244 1 453 1 From Area 332 I 463 1 From Area 339 1 473 1 From Area 345 1 481 1 From Area 351 1 546 1 From Area Story3 Story3 Story3 Story3 Story3 Story3 357 1 555 1 From Area 365 1 608 1 From Area 370 1 616 1 From Area 371 1 617 1 From Area 372 1 610 I From Area 373 1 618 1 From Area L Story3 Story3 Story3 Story3 Story3 Story3 Story3 Story3 [ Story3 Story3 Story3 Story3 1 Story3 Story3 FStory3 Story3 374 1 604 1 From Area, 375 1 619 1 From Area 377 1 606 1 From Area 378 627 From Area 379 1 628 1 From Area 380 I 630 1 From Area 381 1 631 1 From Area 382 I 632 1 From Area 384 1 633 1 From Area 385 1 635 1 From Area 386 I 637 1 From Area 387 i 638 1 From Area 388 1 639 1 From Area 389 1 641 1 From Area 390 1 644 I From Area 391 1 645 1 From Area Story3 Story3 ! Story3 Story3 l Story3 Story3 Story3 Story3 392 1 646 1 From Area 393 1 650 1 From Area 1 394 1 651 1 From Area 395 1 652 1 From Area 1 396 1 653 1 From Area 400 1 657 1 From Area 401 1 658 1 From Area 402 1 603 1 From Area Page 116 of 201 12/15/2017 Assignments 12/15/2017 Table 3.1 - Joint Assignments - Summary (continued) Story Label Unique Name Diaphragm Restraints Story3 403 605 From Area Story3 404 Story3 406 611 From Area 613 From Area Story3 407 614 From Area Story3 408 615 From Area Story3 409 620 From Area Story3 410 [ Story3 417 Story3 418 Story3 419 Story3 420 621 From Area 622 From Area 623 From Area 624 From Area 625 From Area Story3 Story3 421 626 From Area 423 654 From Area Story3 424 655 From Area Story3 427 656 From Area Story3 428 659 From Area Story3 430 660 From Area Story3 431 661 From Area Story3 432 L Story3 433 Story3 434 662 From Area 663 From Area 664 From Area Story3 435 665 From Area Story3 436 666 From Area Story2 Story2 Story2 Story2 2 11 From Area . 3 10 From Area 4 16 From Area 5 21 From Area Story2 6 26 From Area Story2 7 r Story2 1 31 From Area 22 From Area Story2 8 C Story2 9 18 From Area 33 From Area Story2 10 23 From Area Story2 11 37 From Area Story2 12 I Story2_ 13 Story2 15 1 Story2 16 Story2 17 47 From Area 46 From Area 58 From Area 57 From Area 63 From Area l Story2 18 Story2 19 68 From Area 73 From Area Story2 20 78 From Area Story2 22 80 From Area l Story2 24 84 From Area Story2 25 85 From Area Page 117 of 201 Assignments 12/15/2017 Table 3.1 - Joint Assignments - Summary (continued) Story Label Unique Name Diaphragm Restraints Story2 C Story2 Story2 1 Story2 Story2 14 1 From Area 23 65 From Area 26 79 From Area 29 88 From Area 31 95 From Area Story2 Story2 L Story2 Story2 I Story2 Story2 1 Story2 32 100 From Area 21 90 From Area 46 97 From Area 49 494 From Area 50 492 From Area 51 491 From Area 52 198 From Area Story2 I Story2 Story2 Story2 Story2 [ Story2 Story2 L Story2 Story2 Story2 Story2 Story2 Story2 I Story2 Story2 Story2 Story2 Story2 Story2 Story2 Story2 Story2 Story2 I Story2 Story2 1 Story2 Story2 Story2 Story2 r Story2 Story2 I Story2 Story2 53 210 From Area J 54 214 From Area 55 82 From Area 56 211 From Area 57 215 From Area 58 218 - From Area 59 127 60 86 61 132 From Area From Area From Area 63 134 From Area 66 157 From Area 67 68 158 From Area 138 From Area 69 27 From Area 70 159 From Area 71 160 From Area 72 219 From Area 73 216 From Area 74 212 From Area 78 223 From Area 79 224 From Area 80 225 From Area 81 96 From Area 82 221 From Area 27 83 From Area 47 135 From Area 48 156 From Area 62 161 From Area 86 164 From Area 87 165 From Area 89 167 91 169 93 171 From Area From Area From Area Page 118 of 201 Assignments 12/15/2017 Table 3.1 - Joint Assignments - Summary (continued) Story Label Unique Name Diaphragm Restraints Story2 95 173 From Area Story2 Story2 Story2 Story2 97 175 From Area 132 213 From Area 133 217 From Area 134 220 From Area Story2 Story2 135 222 192 359 From Area From Area Story2 Story2 Story2 Story2 Story2 Story2 Story2 Story2 194 361 From Area 195 378 From Area 196 379 From Area 197 380 From Area 198 381 From Area 199 382 From Area 200 383 From Area 201 384 From Area 1 Story2 Story2 Story2 Story2 Story2 Story2 Story2 Story2 Story2 Story2 202 385 From Area 203 374 From Area 204 375 From Area 205 376 From Area 206 377 From Area 207 392 From Area 208 393 From Area 209 394 From Area 210 395 From Area 211 402 From Area 1 Story2 Story2 I Story2 Story2 Story2 Story2 Story2 Story2 Story2 Story2 Story2 Story2 212 403 From Area 213 404 From Area 214 405 From Area 215 216 217 412 413 414 From Area From Area From Area 218 415 From Area 111 113 114 192 196 197 From Area From Area From Area 115 199 From Area 116 200 From Area Story2 117 201 From Area Story2 118 202 From Area Story2 121 338 From Area Story2 r Story2 Story2 1 Story2 122 337 From Area 126 340 From Area 128 339 From Area 160 344 From Area Story2 162 343 From Area Page 119 of 201 Assignments 12/15/2017 Table 3.1 - Joint Assignments - Summary (continued) Story Label Unique Name Diaphragm Restraints Story2 Story2 163 342 From Area 164 1 341 From Area Story2 1 Story2 Story2 1 Story2 Story2 Story2 Story2 I Story2 Story2 1 Story2 Story2 LStory2 Story2 r Story2 Story2 Story2 Story2 [ Story2 Story2 Story2 Story2 L Story2 Story2 Story2 Story2 { Story2 Story2 r Story2 Story2 L Story2 Story2 L Story2 Story2 L Story2 Story2 1 Story2 Story2 Story2 Story2 r Story2 Story2 1 Story2 Story2 166 1 348 From Area 168 1 347 From Area 169 1 346 170 1 345 From Area From Area 193 1 323 251 324 From Area From Area 252 1 325 253 1 326 From Area From Area 254 I 327 From Area 255 I 328 From Area 256 1 329 257 1 330 From Area From Area 258 1 331 From Area 259 1 332 From Area 260 I 333 261 1 334 276 1 493 From Area From Area From Area 277 1 495 From Area 278 1 496 From Area 279 1 497 From Area 280 1 498 From Area 281 1 499 From Area 282 1 500 From Area 283 1 501 From Area 284 1 502 From Area 285 1 503 From Area 286 1 504 From Area 287 I 505 From Area 288 I 506 289 507 From Area From Area 1 290 I 508 From Area 291 1 509 From Area 292 1 510 From Area 293 1 511 294 1 512 From Area From Area 295 1 513 From Area 296 1 514 297 I 515 From Area From Area 298 1 516 299 1 517 From Area From Area 300 I 518 From Area 301 1 519 From Area 302 1 520 From Area Page 120 of 201 Assignments 12/15/2017 Table 3.1 - Joint Assignments - Summary (continued) Story2 303 521 Story Label Unique Name Diaphragm Restraints From Area r Story2 304 522 From Area Story2 523 From Area I Story2 306 524 From Area Story2 525 From Area I Story2 308 526 From Area Story2 Story2 Story2 Story2 Story2 Story2 Story2 Story2 Story2 Story2 Story2 E Story2 527 From Area 528 From Area 529 From Area 530 From Area 531 From Area 532 From Area 533 From Area 534 From Area Story2 Story2 Story2 Story2 Story2 Story2 Story2 Story2 Story2 535 From Area 536 From Area 537 From Area 538 From Area 539 • From Area 540 From Area 541 From Area 542 From Area 543 From Area Story2 Story2 C Story2 Story2 I Story2 Story2 C Story2 Story2 Story2 Story2 1 Story2 Story2 L Story2 Story2 Story2 Story2 Story2 Story2 544 From Area 1364 From Area 1361 From Area 1360 From Area 1357 From Area 1367 From Area 1366 From Area 691 From Area 690 From Area 688 From Area 689 From Area 921 From Area 922 From Area 923 From Area 924 From Area 919 From Area 920 From Area 927 From Area 928 From Area 925 From Area 926 From Area 931 From Area Page 121 of 201 Assignments 12/15/2017 Table 3.1 - Joint Assignments - Summary (continued) Story Label Unique Name Diaphragm Restraints Story2 Story2 Story2 536 932 From Area 542 544 929 From Area 930 From Area Story2 Story2 Story2 Story2 L Story2 Story2 Story2 Story2 I Story2 Story2 LStory2 Story2 Story2 r Story2 Story2 Story2 I Story2 Story2 r Story2 Story2 550 934 From Area 552 933 From Area 558 936 From Area 560 935 From Area 584 816 From Area 585 817 From Area 586 818 From Area 587 819 From Area 588 820 589 821 From Area From Area 590 822 From Area 591 823 From Area 592 824 From Area 593 825 From Area 594 826 From Area 595 827 From Area 596 828 From Area 597 829 From Area 604 605 836 From Area 837 From Area Story2 Story2 Story2 Story2 Story2 Story2 Story2 Story2 606 838 From Area 607 839 From Area 678 1003 From Area 679 1004 From Area 680 1005 From Area 681 1006 From Area 682 1007 From Area 683 1008 From Area Story2 684 1009 From Area Story2 I Story2 685 1010 From Area 686 1011 From Area Story2 687 1012 From Area Story2 Story2 Story2 Story2 688 1013 From Area 689 1014 From Area 690 1015 From Area 691 1016 From Area Story2 692 1017 From Area Story2 693 1018 From Area Story2 Story2 I Story2 Story2 694 1019 From Area 695 1020 From Area 696 1021 From Area 697 1022 From Area Page 122 of 201 Assignments 12/15/2017 Table 3.1 - Joint Assignments - Summary (continued) Story Label Unique Name Diaphragm Restraints Story2 Story2 Story2 698 1023 From Area 699 1024 From Area 784 1348 From Area Story2 Story2 Story2 Story2 Story2 786 1347 From Area 787 1346 From Area 789 1345 From Area 790 1344 From Area 805 1356 From Area Story2 Story2 807 1355 From Area 808 1354 From Area Story2 E Story2 Story2 Story2 Story2 r Story2 Story2 Story2 Story2 Story2 Story2 Story2 809 1353 From Area 811 1352 From Area 813 1351 From Area 814 1350 From Area 815 1349 From Area 834 1363 From Area 835 1362 From Area 838 1359 From Area 839 1358 From Area 857 1371. From Area 858 1370 From Area Story2 Story2 859 860 1369 From Area 1368 From Area 862 1365 From Area Story2 45 20 From Area E Story2 Story2 84 71 From Area 85 162 From Area Story2 Story2 Story2 Story2 Story2 110 177 142 229 From Area j From Area 143 230 From Area 144 336 From Area 221 422 From Area Story2 222 423 From Area Story2 224 430 From Area Story2 [ Story2 Story2 228 429 From Area 233 440 From Area 235 439 From Area Story2 241 452 From Area Story2 L Story2 Story2 I Story2 243 451 From Area 248 462 From Area 331 461 From Area 335 472 From Area Story2 Story2 Story2 341 480 From Area 347 545 From Area 353 554 From Area Page 123 of 201 Assignments 12/15/2017 Table 3.1 - Joint Assignments - Summary (continued) Story Label Unique Name Diaphragm Restraints Story2 358 872 From Area Story2 359 873 From Area Story2 360 878 From Area Story2 361 879 From Area Story2 Story2 Story2 Story2 Story2 362 ' 880 363 885 From Area From Area 364 886 From Area 365 675 From Area 366 868 From Area Story2 367 875 From Area Story2 368 882 E Story2 369 888 Story2 370 667 From Area From Area From Area Story2 371 668 Story2 372 669 E Story2 373 670 Story2 374 671 From Area From Area From Area From Area Fo-y2—375 672 From Area Story2 376 673 Story2 377 674 Story2 378 852 Story2 379 854 Story2 380 855 From Area From Area From Area From Area From Area Story2 381 856 From Area Story2 382 860 From Area Story2 384 843 Story2 385 844 Story2 386 845 From Area From Area From Area Story2 387 846 Story2 388 847 Story2 389 848 Story2 390 849 Story2 391 850 From Area From Area From Area From Area From Area Story2 Story2 Story2 Story2 l Story2 Story2 Story2 Story2 Story2 Story2 Story2 Story2 392 851 From Area 393 853 From Area 394 857 From Area 395 858 396 859 From Area From Area 400 865 From Area 401 866 From Area 407 842 From Area 418 676 From Area 419 677 From Area 420 678 From Area 421 679 From Area Page 124 of 201 Assignments 12/15/2017 Table 3.1 - Joint Assignments - Summary (continued) Story Label Unique Name Diaphragm Restraints Story2 Story2 Story2 Story2 Story2 Story2 Story2 1 Story2 Story2 428 437 438 439 440 441 442 443 444 From Area From Area From Area From Area From Area From Area From Area From Area From Area f Story2 446 871 From Area Story2 Story2 Story2 1 Story2 Story2 1 Story2 Story2 Story2 Story2 [ Story2 Story2 Story2 Story2 Story2 Story2 1 Story2 Story2 1 Story2 Story2 t Story2 Story2 Story2 Story2 Story2 Story2 Story2 Story2 1 Story2 Story2 Story2 Story2 Story2 Story2 Story2 Story2 447 448 449 450 451 452 453 614 615 616 619 620 621 640 641 644 645 648 649 650 651 652 653 654 655 656 657 658 659 660 661 662 663 664 665 From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area Page 125 of 201 1 Assignments 12/15/2017 Table 3.1 - Joint Assignments - Summary (continued) Story Label Unique Name Diaphragm Restraints Story2 Story2 Story2 666 917 From Area 667 918 From Area 668 955 From Area Story2 Story2 Story2 Story2 669 956 From Area 670 957 From Area 671 958 From Area 672 975 From Area Story2 Story2 Story2 Story2 673 976 From Area 674 977 From Area 675 978 From Area 676 979 From Area Story2 677 980 From Area Story2 [ Story2 Story2 882 981 From Area 883 982 From Area 884 983 From Area 1 Story2 885 984 From Area Story2 886 985 From Area Story2 887 986 From Area Story2 888 987 From Area L Story2 Story2 912 988 From Area 913 989 From Area Story2 914 990 From Area Story1 I Story1 Story1 L Story1 Story1 r Story1 Story1 [ Story1 Story1 2 640 From Area 3 4 8 From Area 634 From Area 5 642 From Area 6 25 From Area 7 30 From Area 1 17 From Area 8 13 From Area 9 32 From Area I Story1 Story1 I Story1 Story1 1—Story1 Story1 l Story1 Story1 Story1 Story1 Story1 Story1 Story1 Story1 10 4 From Area 11 36 From Area 12 13 15 45 From Area 44 From Area 56 From Area 16 55 From Area 17 180 From Area 18 184 From Area 19 188 From Area 20 77 From Area 22 39 From Area 14 40 From Area 23 64 From Area 26 75 From Area Page 126 of 201 Assignments 12/15/2017 Table 3.1 - Joint Assignments - Summary (continued) Story Label Unique Name Diaphragm Restraints Storyl Storyl Storyl 29 87 From Area 31 94 From Area 32 99 From Area Storyl Storyl Storyl Storyl Storyl Storyl 49 108 From Area 50 109 From Area 51 110 From Area 52 113 From Area 53 114 From Area 54 116 From Area 1 Storyl 55 117 From. Area Storyl 56 120 From Area Storyl 57 121 From Area Storyl Storyl Storyl Storyl Storyl Storyl Storyl 58 123 From Area 59 124 From Area 60 125 From Area 61 128 From Area 63 129 From Area 64 130 From Area 65 131 From Area Storyl Storyl 66 67 140 From Area 133 From Area Storyl Storyl 68 137 From Area 69 141 From Area I Storyl Storyl Storyl Storyl Storyl Storyl Storyl Storyl l Storyl Storyl Storyl Storyl Storyl 70 142 From Area 71 143 From Area 72 144 From Area 73 145 From Area 74 146 From Area 1 75 147 From Area 76 148 From Area 77 149 From Area 78 150 From Area 79 151 From Area 80 152 From Area 81 153 From Area 82 154 From Area Storyl 83 Storyl 27 155 From Area 559 From Area Storyl 192 353 From Area r Storyl 194 355 Storyl 195 362 Storyl 196 363 From Area From Area From Area Storyl 197 Storyl 198 364 From Area 365 From Area Storyl 199 366 From Area Page 127 of 201 Assignments 12/15/2017 Table 3.1 - Joint Assignments - Summary (continued) Story Label ^ Unique Name Diaphragm 'Restraints Story1 Story/ Story1 f Story1 Story1 200 367 From Area 201 1 368 From Area 202 1 369 From Area 203 1 370 From Area 204 1 371 From Area Story1 Story1 Story1 Story1 205 1 372 From Area 206 I 373 From Area 207 1 386 From Area 208 1 387 From Area Story1 Story1 209 1 388 From Area 210 1 389 From Area Story1 211 1 396 From Area Story1 212 1 397 From Area Story1 Story1 Story1 213 1 398 From Area 214 I 399 From Area Story1 FStoryl Story1 I Story1 Story1 f Story1 Story1 1 Story1 Story1 i Story1 Story1 [ Story1 Story1 r Story1 Story1 r'Story1 Story1 Story/ Story1 I Story1 Story1 Story1 Story1 fStory1 Story1 215 I 406 From Area 216 1 407 From Area 217 408 From Area 218 I 409 From Area 119 I 234 From Area 120 1 238 From Area 121 1 244 From Area 122 1 246 From Area 123 1 245 From Area 124 s 247 From Area 94 1 181 From Area 99 1 182 From Area 104 1 179 From Area 105 1 183 From Area 107 1 209 From Area 109 I 208 From Area 126 1 204 From Area 127 1 205 From Area 128 1 206 From Area 129 1 207 From Area 130 1 249 From Area 131 1 250 From Area 136 1 251 From Area 137 1 252 From Area 139 1 253 From. Area 147 1 254 From Area [ Story1 Story1 [ Story1 Story1 148 1 255 From Area 151 1 256 From Area 152 1 257 From Area 153 1 258 From Area Page 128 of 201 Assignments Table 3.1 - Joint Assignments - Summary (continued) Story Label Unique Name Diaphragm Restraints Story1 l Story1 Story1 Story1 Story1 Story1 Story1 Story1 Story1 I Story1 Story1 Story1 Storv1 259 260 265 266 267 268 269 276 277 297 298 299 304 1 Story1 167 305 Story1 306 From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area I Story1 169 307 Story1 fStory1 Story1 LStory1 Story1 l Storyl Story1 E Story1 Story1 L Story1 Story1 E Story1 Story1 ! Storyl Story1 1 Story1 Story1 Story1 Story1 T Story1 Story1 Storv1 Storv1 Story1 Story1 E Story1 Story1 [ Story1 Story1 308 309 170 174 From Area 176 683 178 185 186 187 189 190 203 243 314 315 316 317 318 319 320 321 322 335 681 570 1181 1185 1187 From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area Page 129 of 201 12/15/2017 Assignments 12/15/2017 Table 3.1 - Joint Assignments - Summary (continued) Story r Label Unique Name Diaphragm Restraints Storyl 414 1191 From Area Storyl Storyl Storyl Storyl Storyl Storyl 415 1221 From Area 416 1223 From Area 327 448 From Area 328 449 From Area 329 552 From Area 405 567 From Area Storyl 454 680 From Area Storyl 455 682 From Area Storyl 456 687 From Area Storyl 457 1 Storyl 462 Storyl 463 686 From Area 694 From Area 695 From Area Storyl 464 696 From Area Storyl 465 [ Storyl 466 Storyl 467 697 From Area 698 From Area 699 From Area Storyl Storyl 468 700 From Area 469 701 From Area [ Storyl 470 Storyl 471 702 From Area 703 From Area r Storyl 472 Storyl 473 704 From Area 705 From Area Storyl 474 706 From Area Storyl 475 L Storyl 476 Storyl 477 707 From Area 708 From Area 709 From Area Storyl 478 710 From Area Storyl 479 1 Storyl 480 Storyl 481 I Storyl 482 Storyl483 r Storyl 484 Storyl 485 r Storyl 486 Storyl 487 711 From Area 712 From Area 713 From Area 714 From Area 715 From Area 716 From Area 717 From Area 718 From Area 719 From Area Storyl Storyl 488 720 From Area 489 721 From Area L Storyl 490 Storyl Storyl Storyl 491 722 From Area 723 From Area 492 724 From Area 493 725 From Area Storyl 494 726 From Area Storyl 495 727 From Area Page 130 of 201 Assignments 12/15/2017 Table 3.1 - Joint Assignments - Summary (continued) Story Label T Unique Name ' Diaphragm Restraints Storyl 496 728 From Area I Storyl 497 729 From Area Storyl 498 730 From Area Storyl 499 731 From Area Storyl 500 732 From Area 1 Storyl 501 733 From Area Storyl 502 734 From Area Storyl 503 735 From Area Storyl 504 736 From Area I Storyl 505 737 From Area Storyl 506 738 From Area 1 Storyl 507 739 From Area Storyl 508 740 From Area [ Storyl 509 741 From Area Storyl510 742 From Area Storyl 511 743 From Area Storyl 512 744 From Area Storyl 513 745 From Area Storyl 514 746 From Area 1 Storyl 515 747 From Area Storyl 516 748 From Area Storyl 517 749 From Area Storyl 518 750 From Area 1 Storyl 519 751 From Area Storyl 520 752 From Area Storyl 521 753 From Area Storyl 522 754 From Area l Storyl 523 755 From Area Storyl 524 756 From Area 1 Storyl 525 757 From Area Storyl 526 758 From Area I Storyl 527 759 From Area Storyl 528 760 From Area [ Storyl 529 761 From Area Storyl 530 762 From Area Storyl 531 763 From Area Storyl 532 764 From Area L Storyl 533 765 From Area Storyl 534 766 From Area f Storyl 535 767 From Area Storyl 536 768 From Area Storyl 537 769 From Area Storyl 538 770 From Area Storyl 539 771 From Area Storyl 540 772 From Area Page 131 of 201 Assignments Table 3.1 - Joint Assignments - Summary (continued) Story Label Unique Name Diaphragm Restraints 1. Story1 Story1 Story1 Story1 Story1 Story1 Story1 Story1 Story1 1 Story1 Story1 1 Story1 Story1 I Story1 Story1 r Story1 Story1 Story1 Story1 Story1 Story1 Story1 Story1 r Story1 Story1 Story1 Story1 r Story1 Story1 f Story1 Story1 1 Story1 Story1 1 Story1 Story1 Story1 Story1 Story1 Story1 1 Story1 L Story1 Story1 Story1 1 Story1 Story1 773 774 775 776 777 778 779 780 781 782 783 784 785 786 787 788 789 790 791 792 793 794 795 796 797 798 799 800 801 802 803 804 805 806 807 808 809 810 811 812 813 814 815 830 831 From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area From Area Page 132 of 201 12/15/2017 Assignments 12/15/2017 Table 3.1 - Joint Assignments - Summary (continued) Story Label Unique Name Diaphragm Restraints Story1 600 832 From Area I Story1 Story1 601 833 From Area 602 834 From Area Story1 Story1 I Story1 Story1 603 835 From Area 608 963 From Area 609 964 From Area I Story1 Story1 610 965 From Area 611 966 From Area 612 967 From Area Story1 Story1 613 968 From Area 617 1055 From Area 1 Story1 Story1 618 1056 From Area 642 959 From Area I Story1 Story1 Story1 Story1 643 960 From. Area 646 961 From Area 647 962 From Area 694 1025 From Area Story1 695 1026 From Area Story1 I Story1 696 1027 From Area 697 1028 From Area Story1 698 1029 From Area 1 1 Story1 699 1030 From Area Story1 r Story1 Story1 1 Story1 Story1 [ Story1 Story1 1 Story1 Story1 1 Story1 Story1 1 Story1 Story1 I Story1 Story1 C Story1 Story1 Story1 Story1 1 Story1 Story1 I Story1 Story1 700 701 702 703 1031 1032 1033 1034 From Area From Area From Area From Area 704 1035 From Area 705 1036 From Area 706 1037 From Area 707 1038 From Area 708 1039 From Area 709 1040 From Area 710 1041 From Area 711 1042 From Area 712 1043 From Area 713 1044 From Area 714 1045 From Area 715 1046 From Area 716 1047 From Area 717 1048 From Area 724 1059 From Area 725 1060 From Area 726 1061 From Area 727 1062 728 1063 From Area From Area Page 133 of 201 Assignments Table 3.1 - Joint Assignments - Summary (continued) Story Label Unique Diaphragm Restraints 1 Name Story1 729 1064 From Area Story1 Story1 730 1065 From Area 731 1066 From Area LStoryl Story1 Story1 Story1 17771 Story1 Story1 Story1 Story1 Story1 Story1 Story1 I Story1 Story1 Story1 Story1 Story1 Story1 `Story1 Story1 Story1 Story1 Story1 Story1 1 Story1 Story1 Story1 Story1 1 Story1 Story1 732 1067 From Area 733 1068 From Area 734 1069 From Area 735 1070 From Area 736 1071 From Area 737 1072 From Area 738 1073 From Area 739 1074 From Area 740 1075 From Area 741 1076 From Area 742 1077 From Area 743 1078 From Area 744 1079 From Area 745 1080 From Area 746 1081 From Area 747 1082 From Area 748 1083 From Area 749 1084 From Area 750 1085 From Area 751 1086 From Area 752 1087 From Area 753 1088 From Area 754 1089 From Area 755 1090 From Area 756 1091 From Area 757 1092 From Area 758 1093 From Area 759 1094 From Area 1 760 1095 From Area 761 1096 From Area Story1 762 1097 From Area Story1 763 1098 From Area Story1 Story1 764 1099 From Area 765 1100 From Area Story1 Story1 766 1101 From Area 767 1102 From Area Story1 Story1 1 Story1 Story1 LStoryl 768 1103 From Area 769 1104 From Area 770 1105 From Area 771 1106 From Area 772 1107 From Area Story1 773 1108 From Area Page 134 of 201 12/15/2017 Assignments 12/15/2017 Table 3.1 - Joint Assignments - Summary (continued) Story Label Unique Name Diaphragm Restraints Story1 774 1109 From Area Story1 Story1 Storv1 775 1110 From Area 776 1111 From Area 777 1112 From Area Story1 778 1113 From Area Storv1 779 1114 From Area Story1 780 Story1 781 1115 From Area 1116 From Area Storv1 782 1117 From Area l Story1 783 1118 From Area Story1 784 Story1 785 1119 From Area 1120 From Area Story1 786 [ Story1 787 1121 From Area 1122 From Area Story1 788 1123 From Area [ Story1 789 Story1 790 1124 From Area 1125 From Area Story1 791 1126 From Area Story1 L Story1 Story1 Story1 Story1 Story1 Story1 Story1 Story1 Story1 Story1 Story1 Story1 Story1 Story1 Story1 792 1127 From Area 793 794 795 1128 From Area 1129 From Area 1130 From Area 796 1131 From Area 797 1132 From Area 798 1133 From Area 799 1134 From Area 800 1135 From Area 801 1136 From Area 802 1137 From Area 803 1138 From Area 804 1140 From Area 805 1145 From Area 806 1146 From Area 807 1147 From Area Story1 Story1 808 1148 From Area 809 1149 From Area Story1 I Story1 810 1150 From Area 811 1151 From Area Story1 C Story1 Storv1 812 1152 From Area 813 1153 From Area 814 1154 From Area Storv1 815 1155 From Area Story1 I Story1 816 1156 From Area 817 1157 From Area Story1 818 1158 From Area Page 135 of 201 Assignments 12/15/2017 Table 3.1 - Joint Assignments - Summary (continued) Story Label Unique Name Diaphragm Restraints Story1 819 1159 From Area I Story1 Story1 Story1 Story1 Story1 Story1 Story1 Story1 Story1 Story1 I Story1 Story1 820 1160 From Area 821 1161 From Area 822 823 824 1162 1163 1164 From Area From Area From Area 825 1165 From Area 826 1166 From Area 827 1167 From Area 828 1168 From Area 829 1170 From Area 830 1172 From Area 831 1176 From Area Story1 Story1 Story1 Story1 Story1 Story1 • Story1 Story1 I Story1 Story1 832 1178 From Area 833 1182 From Area 834 1183 From Area 835 1184 From Area 1 836 1186 From Area 837 838 839 1188 From Area 1189 From Area 1190 From Area 840 1192 From Area 841 1193 From Area Story1 Story1 I Story1 Story1 842 1194 From Area 843 1195 From Area 844 1196 From Area 845 I Story1 846 Story1 847 1197 From Area 1198 From Area 1199 From Area Story1 848 1200 From Area Story1 849 1201 From Area I Story1 850 Story1 851 Story1 852 1202 From Area 1203 From Area 1204 From Area Story1 853 L Story1 Story1 Story1 Story1 Story1 Story1 I Story1 Story1 Story1 Story1 1206 From Area 854 1208 From Area 855 1212 From Area 856 1214 From Area 857 1217 From Area 858 1218 From Area 859 1219 From Area 860 1220 From Area 861 1222 From Area 862 1224 From Area 863 1225 From Area Page 136 of 201 Assignments Table 3.1 - Joint Assignments - Summary (continued) Story Label Unique Name Diaphragm Restraints t Story1 rstoryt Story1 864 1226 From Area 865 1227 From Area 866 1228 From Area Story1 Story1 [ Story1 Story1 Story1 Story1 Story1 Story1 Story1 Story1 I Story1- Story1 Story1 Story1 Story1 Story1 I Story1 Story1 Story1 Story1 Story1 Story1 5tory1 Story1 Story1 Story1 I Story1 Story1 I Story1 867 1229 From Area L Story1 Story1 Story1 Story1 Story1 Story1 Story1 Story1 Story1 868 1230 From Area 869 1231 From Area 870 1232 From Area 871 1233 From Area 872 1234 From Area 873 1235 From Area 874 1236 From Area 875 1237 From Area 876 1238 From Area 877 1239 From Area 878 1372 From Area 879 1373 From Area 880 1374 From Area 881 1375 From Area 45 19 From Area 84 67 From Area 85 126 From Area 110 194 From Area 142 193 From Area 143 195 From Area 144 419 From Area 221 418 From Area 222 420 From Area 223 424 From Area 224 425 From Area 225 426 From Area 226 427 From Area 227 428 From Area 230 432 From Area 231 434 From Area 232 435 From Area 233 438 From Area rStory1 234 237 437 From Area 442 From Area 238 443 From Area 239 444 From Area 240 445 From Area 241 450 From Area Story1 242 447 From Area 1 Story1 245 454 Story1 246 455 From Area From Area Page 137 of 201 12/15/2017 Assignments 12/15/2017 Table 3.1 - Joint Assignments - Summary (continued) Story Label Unique Name Diaphragm Restraints Storyl 247 456 From Area Storyl Storyl Storyl Storyl Storyl Storyl I Storyl Storyl I Storyl Storyl I Storyl Storyl I Storyl Storyl I Storyl Storyl I. Storyl Storyl r Storyl Storyl [Storyl Storyl C Storyl Storyl I Storyl Storyl L Storyl Storyl 248 457 From Area 249 458 From Area 250 459 From Area 330 460 From Area 333 464 From Area 334 466 From Area 335 467 From Area 336 468 From Area 337 469 From Area 338 470 From Area 340 474 341 475 From Area From Area 342 476 343 477 344 478 From Area 1 From Area From Area 346 482 From Area 347 483 From Area 348 484 From Area 349 485 From Area 350 486 From Area 352 353 547 From Area 548 From Area 354 549 From Area 355 550 From Area 356 551 358 556 From Area From Area 359 557 From Area 360 558 From Area 1 Storyl Storyl I Storyl Storyl Storyl Storyl Storyl Storyl I Storyl Storyl I Storyl Storyl 1 Storyl Storyl 1 Storyl Storyl 361 560 From Area 362 561 From Area 363 562 From Area 364 563 From Area 365 564 From Area 366 565 From Area 367 566 From Area 368 568 From Area 369 569 From Area 370 571 From Area 371 572 From Area 372 573 From Area 373 574 From Area 374 575 From Area 375 576 From Area 376 577 From Area Page 138 of 201 Assignments Table 3.1 - Joint Assignments - Summary (continued) Story Label Unique Diaphragm aphragm 1 Restraints Story1 377 578 From Area Story1 378 579 From Area Story1 IStory1 Story1 1 Story1 Story1 379 580 From Area 380 581 From Area 381 582 From Area 382 583 From Area 383 584 From Area Story1 384 585 From Area Story1 385 586 From Area Story1 386 587 From Area Story1 387 588 From Area Story1 388 589 From Area Story1 I Story, Story1 f Story1 Story1 389 590 From Area 390 591 From Area 391 592 From Area 392 593 From Area 393 594 From Area I Story1 Story1 1 Story1 Story1 [ Story1 Story1 L Story1 Story1 Base Base IBase Base I Base Base Base Base Base Base IBase Base I Base Base I Base Base 394 595 From Area 395 596 From Area 396 597 From Area 397 598 From Area 398 599. From Area 399 600 From Area 400 601 From Area 401 602 From Area 2 648 From Area UX; UY; UZ 3 7 From Area UX; UY; UZ 636 From Area UX; UY; UZ 5 649 From Area 6 24 From Area UX; UY; UZ UX; UY; UZ' 7 29 From Area UX; UY; UZ 1 8 5 From Area 12 From Area UX; UY; UZ] UX; UY; UZ 9 28 From Area UX; UY; UZ 10 3 From Area UX; UY; UZ 11 35 From Area UX; UY; UZ 12 42 From Area UX; UY; UZ 13 43 From Area UX; UY; UZ 15 53 From Area 16 166 From Area 17 54 From Area UX; UY; UZ UX; UY; UZ UX; UY; UZ Base Base Base Base 18 61 From Area UX; UY; UZ 19 62 From Area UX; UY; UZ 20 76 From Area UX; UY; UZ 22 2 From Area UX; UY; UZ Page 139 of 201 12/15/2017 1 Assignments 12/15/2017 Table 3.1 - Joint Assignments - Summary (continued) Story Label I Unique Name Diaphragm Restraints Base 14 38 From Area UX; UY; UZ Base 23 60 From Area UX; UY; UZ Base r Base Base 1 Base Base Base Base Base Base I Base Base I Base Base Base Base 26 74 From Area 29 89 From Area 31 93 From Area UX; UY; UZ UX; UY; UZ UX; UY; UZ 32 98 From Area UX; UY; UZ 52 242 From Area UX; UY; UZ 53 270 From Area UX; UY; UZ 54 261 From Area UX; UY; UZ 55 237 From Area UX; UY; UZ 59 991 From Area 63 992 From Area 68 136 From Area UX; UY; •UZ UX; UY; UZ UX; UY; UZ 207 390 From Area UX; UY; UZ 209 391 From Area UX; UY; UZ 211 400 From Area UX; UY; UZ 213 401 From Area UX; UY; UZ IBase Base IBase Base [ Base Base IBase Base Base Base EBase Base 215 410 From Area UX; UY; UZ 217 411 From Area UX; UY; UZ 121 168 From Area UX; UY; UZ 122 172 From Area 126 233 From Area 128 248 From Area UX; UY; UZ UX; UY; UZ UX; UY; UZ 160 300 From Area UX; UY; UZ 162 301 From Area UX; UY; UZ 163 302 From Area UX; UY; UZ 164 303 From Area UX; UY; UZ 166 310 From Area UX; UY; UZ 168 311 From Area UX; UY; UZ Base 169 312 From Area UX; UY; UZ Base Base Base I Base Base 1 Base Base r Base Base r Base Base IBase Base I Base Base 170 313 From Area UX; UY; UZ 411 1205 From Area UX; UY; UZ 412 1210 From Area 413 1211 From Area 414 1216 From Area 415 1244 From Area 416 1245 From Area UX; UY; UZ UX; UY; UZ UX; UY; UZ UX; UY; UZ UX; UY; UZ 456 684 From Area UX; UY; UZ 457 685 From Area UX; UY; UZ 498 972 From Area UX; UY; UZ 500 971 From Area UX; UY; UZ 501 970 From Area UX; UY; UZ 502 969 From Area UX; UY; UZ 510 974 From Area 512 973 From Area Page 140 of 201 UX; UY; UZ l UX; UY; UZ Assignments 12/15/2017 Table 3.1 - Joint Assignments - Summary (continued) Story Label Unique Name Diaphragm Restraints Base Base Base I Base Base 550 1057 From Area UX; UY; UZ 552 1058 From Area UX; UY; UZ 784 1139 From Area 786 1141 From Area 787 1142 From Area UX; UY; UZ UX; UY; UZ UX; UY; UZ IBase Base 789 1143 From Area UX; UY; UZ 790 1144 From Area Base 805 1169 From Area F Base 807 1171 From Area Base Base Base Base 808 1173 From Area 809 1174 From Area UX; UY; UZ UX; UY; UZ UX; UY; UZ UX; UY; UZ UX; UY; UZ UX; UY; UZ UX; UY; UZ 811 1175 From Area E Base Base 813 1177 From Area 814 1179 From Area UX; UY; UZ 815 1180 From Area UX; UY; UZ Base 834 1207 From Area UX; UY; UZ f Base Base Base 835 1209 From Area UX; UY; UZ 838 1213 From Area UX; UY; UZ 839 1215 From Area IBase Base 857. 1240 From Area 858 1241 From Area UX; UY; UZ UX; UY; UZ } UX; UY; UZ IBase Base Base Base [ Base 859 1242 From Area UX; UY; UZ 860 1243 From Area UX; UY; UZ 862 1246 From Area UX; UY; UZ 45 15 From Area UX; UY; UZ 84 66 From Area UX; UY; UZ Base Base Base Base Base Base Base Base Base 85 163 From Area UX; UY; UZ 110 226 From Area UX; UY; UZ 144 421 From Area UX; UY; UZ 224 433 From Area UX; UY; UZ 233 436 From Area UX; UY; UZ 241 446 From Area UX; UY; UZ I Base Base 3.2 Frame Assignments 248 465 From Area UX; UY; UZ 335 471 From Area UX; UY; UZ 341 479 From Area UX; UY; UZ 347 487 From Area UX; UY; UZ 353 553 From Area UX; UY; UZ Page 141 of 201 Assignments Table 3.2 - Frame Assignments - Summary 12/15/2017 Story3 Story3 Story3 1 Story3 Story3 I Story3 Story3 Story3 Story3 Story3 Story3 1 Story3 Story3 1 Story3 Story3 1 Story2 Story2 [-Story2 Story2 I Story1 Story1 { Story3 Story3 1 Story3 Story3 1 Story3 Story3 I Story3 Story3 Story3 Story3 1 Story3 Story3 Story3 Story3 I Story3 Story3 ! Story3 Story3 r C3 18 Column 162 W18X35 N/A 3 No C4 33 1 Column 1 114 W18X35 N/A 3 No C5 34 1 Column 1 114 W18X35 N/A 3 No C7 C9 37 I Column 1 360 W18X35 N/A 3 No 39 1 Column 1 360 W18X35 N/A 3 No C10 C11 45 1 Column 1 360 W18X35 N/A 3 No 46 I Column 1 114 W18X35 N/A 3 No C12 51 1 Column I 114 W18X35 N/A 3 No C13 179 1 Column 1 474 W18X35 C14 C15 216 1 Column 1 114 W18X35 N/A N/A 3 No 3 No 217 1 Column 1 114 W18X35 N/A 3 No C16 21 1 Column 1 162 W18X35 N/A 3 No C17 28 1 Column 1 162 W18X35 C18 C19 29 1 Column i 162 44 1 Column 1 48 A-LatBm A-LatBm W27X102 N/A N/A 3 No 3 W27X102 N/A 3 No No C1 C2 1 1 Column 1 258 HSS6X6X1/4 N/A 3 No 2 1 Column 1 258 HSS6X6X1/4 C18 35 1 Column 1 156 A-LatBm W27X102 N/A N/A 3 No 3 C20 47 1 Column 1 156 A-LatBm W27X102 N/A 3 No No C18 40 1 Column 1 156 A-LatBm W27X102 N/A 3 No C20 48 1 Column 1 156 A-LatBm W27X102 N/A 3 No B6 B8 222 1 Beam 1 366 W18X35 N/A 24 Yes 223 1 Beam 1 366 W 18X35 N/A 24 Yes B9 234 1 Beam 1 264 W18X35 N/A 24 Yes B10 235 1 Beam 1 312 W18X35 N/A 24 Yes B11 236 1 Beam 1 336 W18X35 N/A 24 Yes B12 237 1 Beam 1 276 W18X35 N/A 24 Yes B15 229 1 Beam 1 408 W18X35 N/A 24 Yes B20 231 1 Beam 1 336 W18X35 N/A 24 Yes B21 B92 230 1 Beam 1 336 W18X35 N/A 24 Yes 227 1 Beam 1 360 W18X35 N/A 24 Yes B97 226 1 Beam 1 336 W18X35 N/A 24 Yes B98 225 1 Beam 1 312 W18X35 N/A 24 Yes B114 246 1 Beam 1 90 W18X35 N/A 24 Yes B121 241 1 Beam 1 276 W18X35 N/A 24 Yes 8122 240 1 Beam 1 336 W18X35 N/A 24 Yes 8123 239 1 Beam 1 312 W18X35 N/A 24 Yes B25 B16 27 1 Beam 1 174 W18X35 N/A 24 No 30 1 Beam 1 294 W18X35 N/A 24 No I Story3 Story3 1 Story3 Story3 i Story3 B28 B29 218 1 Beam 1 156 W18X35 N/A 24 Yes 219 1 Beam 1 312 W18X35 B30 220 1 Beam 1 336 W18X35 N/A N/A 24 Yes 24 Yes B32 221 1 Beam 1 276 W18X35 N/A 24 Yes B33 224 1 Beam 1 366 W18X35 N/A 24 Page 142 of 201 Yes j Unique Design Length Auto Analysis Design Max Min Story Label Station Number Releases Name Type in Select Section Section Spacing in Stations Story3 Story3 Story3 1 Story3 Story3 I Story3 Story3 Story3 Story3 Story3 Story3 1 Story3 Story3 1 Story3 Story3 1 Story2 Story2 [-Story2 Story2 I Story1 Story1 { Story3 Story3 1 Story3 Story3 1 Story3 Story3 I Story3 Story3 Story3 Story3 1 Story3 Story3 Story3 Story3 I Story3 Story3 ! Story3 Story3 r C3 18 Column 162 W18X35 N/A 3 No C4 33 1 Column 1 114 W18X35 N/A 3 No C5 34 1 Column 1 114 W18X35 N/A 3 No C7 C9 37 I Column 1 360 W18X35 N/A 3 No 39 1 Column 1 360 W18X35 N/A 3 No C10 C11 45 1 Column 1 360 W18X35 N/A 3 No 46 I Column 1 114 W18X35 N/A 3 No C12 51 1 Column I 114 W18X35 N/A 3 No C13 179 1 Column 1 474 W18X35 C14 C15 216 1 Column 1 114 W18X35 N/A N/A 3 No 3 No 217 1 Column 1 114 W18X35 N/A 3 No C16 21 1 Column 1 162 W18X35 N/A 3 No C17 28 1 Column 1 162 W18X35 C18 C19 29 1 Column i 162 44 1 Column 1 48 A-LatBm A-LatBm W27X102 N/A N/A 3 No 3 W27X102 N/A 3 No No C1 C2 1 1 Column 1 258 HSS6X6X1/4 N/A 3 No 2 1 Column 1 258 HSS6X6X1/4 C18 35 1 Column 1 156 A-LatBm W27X102 N/A N/A 3 No 3 C20 47 1 Column 1 156 A-LatBm W27X102 N/A 3 No No C18 40 1 Column 1 156 A-LatBm W27X102 N/A 3 No C20 48 1 Column 1 156 A-LatBm W27X102 N/A 3 No B6 B8 222 1 Beam 1 366 W18X35 N/A 24 Yes 223 1 Beam 1 366 W 18X35 N/A 24 Yes B9 234 1 Beam 1 264 W18X35 N/A 24 Yes B10 235 1 Beam 1 312 W18X35 N/A 24 Yes B11 236 1 Beam 1 336 W18X35 N/A 24 Yes B12 237 1 Beam 1 276 W18X35 N/A 24 Yes B15 229 1 Beam 1 408 W18X35 N/A 24 Yes B20 231 1 Beam 1 336 W18X35 N/A 24 Yes B21 B92 230 1 Beam 1 336 W18X35 N/A 24 Yes 227 1 Beam 1 360 W18X35 N/A 24 Yes B97 226 1 Beam 1 336 W18X35 N/A 24 Yes B98 225 1 Beam 1 312 W18X35 N/A 24 Yes B114 246 1 Beam 1 90 W18X35 N/A 24 Yes B121 241 1 Beam 1 276 W18X35 N/A 24 Yes 8122 240 1 Beam 1 336 W18X35 N/A 24 Yes 8123 239 1 Beam 1 312 W18X35 N/A 24 Yes B25 B16 27 1 Beam 1 174 W18X35 N/A 24 No 30 1 Beam 1 294 W18X35 N/A 24 No I Story3 Story3 1 Story3 Story3 i Story3 B28 B29 218 1 Beam 1 156 W18X35 N/A 24 Yes 219 1 Beam 1 312 W18X35 B30 220 1 Beam 1 336 W18X35 N/A N/A 24 Yes 24 Yes B32 221 1 Beam 1 276 W18X35 N/A 24 Yes B33 224 1 Beam 1 366 W18X35 N/A 24 Page 142 of 201 Yes j Assignments Table 3.2 - Frame Assignments - Summary (continued) 12/15/2017 Story3 B34 228 Beam 336 W18X35 N/A 24 Yes Story3 B38 233 Beam 336 W18X35 N/A 1 24 Story3 8166 238 Story3 8167 242 Beam Beam 408 W18X35 N/A 1 24 Yes Yes 276 W18X35 N/A I 24 Story3 F Story3 Story3 1 Story3 Story3 8204 243 Beam 336 W18X35 N/A 1 24 B205 244 Beam 312 W18X35 N/A I 24 B206 245 B207 247 Beam Beam 408 W18X35 N/A 1 24 Yes Yes Yes Yes 108 W18X35 N/A 1 24 B19 180 Beam 90 A-LatBm 1 W27X102 N/A 1 24 Yes No Story3 B26 181 Beam 84 A-LatBm 1 W27X102 N/A 1 24 No Storv2 B2 58 Beam 312 W18X35 N/A 1 24 Story2 B3 57 Beam 336 W18X35 N/A I 24 Story2 FStory2 Story2 I Story2 Story2 B9 136 Beam 264 W18X35 N/A 1 24 No No , Yes B10 B11 135 134 Beam 312 W18X35 N/A 1 24 Yes Beam 336 W18X35 N/A I 24 B12 B20 133 42 Beam 276 W18X35 N/A 1 24 Yes Yes Beam 336 W18X35 N/A 1 24 Yes Story2 Story2 B21 41 Beam 336 W18X35 N/A 1 24 B22 32 Beam 174 W18X35 N/A 1 24 Storv2 B23 31 Beam 96 W18X35 N/A 1 24 Story2 B24 43 Beam 336 W18X35 N/A 1 24 Yes No No Yes Storv2 B76 88 Beam 84 W18X35 N/A 1 24 No Storv2 I Story2 Story2 B77 89 Beam 90 W18X35 N/A 1 24 No 678 90 Beam 78 W18X35 N/A 1 24 No B79 91 Beam 84 W18X35 N/A 1 24 No Story2 B80 92 Beam 78 W18X35 N/A I 24 No Story2 1 Story2 Story2 B81 93 Beam 78 W18X35 N/A 1 24 No B82 94 Beam 78 W18X35 N/A I 24 No B83 95 Beam 78 W18X35 N/A 1 24 No Story2 B84 96 Beam 84 W18X35 N/A 1 24 No Story2 1 Story2 B85 97 Beam 96 W18X35 N/A 1 24 Story2 [ Story2 Story2 [ Story2 Storv2 B86 98 Beam 84 W18X35 N/A I 24 B87 99 Beam 72 W18X35 N/A 1 24 No No J No B88 100 Beam 96 W18X35 N/A 1 24 No B89 101 Beam 90 W18X35 N/A 1 24 No B90 102 Beam 84 W18X35 N/A 1 24 No B91 103 Beam 96 W18X35 N/A I 24 No 1 Story2 Story2 B92 897 104 109 Beam Beam 360 W18X35 N/A 1 24 No 336 W18X35 N/A 1 24 No 1 Story2 898 110 Beam 312 W18X35 N/A 1 24 No L Story2 Story2 B99 8100 111 112 Beam Beam 264 W 18X35 N/A 1 24 No 72 W 18X35 N/A 1 24 No Page 143 of 201 Unique Design Length Auto Analysis Design Max Min Story Label Station ` Number Releases Name Type in Select Section Section Spacing in Stations Story3 B34 228 Beam 336 W18X35 N/A 24 Yes Story3 B38 233 Beam 336 W18X35 N/A 1 24 Story3 8166 238 Story3 8167 242 Beam Beam 408 W18X35 N/A 1 24 Yes Yes 276 W18X35 N/A I 24 Story3 F Story3 Story3 1 Story3 Story3 8204 243 Beam 336 W18X35 N/A 1 24 B205 244 Beam 312 W18X35 N/A I 24 B206 245 B207 247 Beam Beam 408 W18X35 N/A 1 24 Yes Yes Yes Yes 108 W18X35 N/A 1 24 B19 180 Beam 90 A-LatBm 1 W27X102 N/A 1 24 Yes No Story3 B26 181 Beam 84 A-LatBm 1 W27X102 N/A 1 24 No Storv2 B2 58 Beam 312 W18X35 N/A 1 24 Story2 B3 57 Beam 336 W18X35 N/A I 24 Story2 FStory2 Story2 I Story2 Story2 B9 136 Beam 264 W18X35 N/A 1 24 No No , Yes B10 B11 135 134 Beam 312 W18X35 N/A 1 24 Yes Beam 336 W18X35 N/A I 24 B12 B20 133 42 Beam 276 W18X35 N/A 1 24 Yes Yes Beam 336 W18X35 N/A 1 24 Yes Story2 Story2 B21 41 Beam 336 W18X35 N/A 1 24 B22 32 Beam 174 W18X35 N/A 1 24 Storv2 B23 31 Beam 96 W18X35 N/A 1 24 Story2 B24 43 Beam 336 W18X35 N/A 1 24 Yes No No Yes Storv2 B76 88 Beam 84 W18X35 N/A 1 24 No Storv2 I Story2 Story2 B77 89 Beam 90 W18X35 N/A 1 24 No 678 90 Beam 78 W18X35 N/A 1 24 No B79 91 Beam 84 W18X35 N/A 1 24 No Story2 B80 92 Beam 78 W18X35 N/A I 24 No Story2 1 Story2 Story2 B81 93 Beam 78 W18X35 N/A 1 24 No B82 94 Beam 78 W18X35 N/A I 24 No B83 95 Beam 78 W18X35 N/A 1 24 No Story2 B84 96 Beam 84 W18X35 N/A 1 24 No Story2 1 Story2 B85 97 Beam 96 W18X35 N/A 1 24 Story2 [ Story2 Story2 [ Story2 Storv2 B86 98 Beam 84 W18X35 N/A I 24 B87 99 Beam 72 W18X35 N/A 1 24 No No J No B88 100 Beam 96 W18X35 N/A 1 24 No B89 101 Beam 90 W18X35 N/A 1 24 No B90 102 Beam 84 W18X35 N/A 1 24 No B91 103 Beam 96 W18X35 N/A I 24 No 1 Story2 Story2 B92 897 104 109 Beam Beam 360 W18X35 N/A 1 24 No 336 W18X35 N/A 1 24 No 1 Story2 898 110 Beam 312 W18X35 N/A 1 24 No L Story2 Story2 B99 8100 111 112 Beam Beam 264 W 18X35 N/A 1 24 No 72 W 18X35 N/A 1 24 No Page 143 of 201 Assignments Table 3.2 - Frame Assignments - Summary (continued) 12/15/2017 Story2 8101 113 Beam 72 W18X35 N/A 24 No Story2 Story2 B102 114 Beam 96 W18X35 N/A 24 B103 115 Beam 90 W18X35 N/A 24 Story2 Story2 B104 116 Beam 84 W18X35 N/A 24 8105 117 Beam 96 W18X35 N/A 24 No 1 No No No Story2 Story2 8110 122 Beam 96 W18X35 N/A 24 No 8111 123 Beam 90 W 18X35 N/A 24 No Story2 Story2 8112 124 Beam 84 W18X35 N/A 24 No 8113 125 Beam 96 W 18X35 N/A 24 No Story2 Story2 Story2 Story2 1 Story2 Story2 1 Story2 Story2 1 Story2 Story2 8114 126 Beam 90 W18X35 N/A 24 No 8115 127 Beam 84 W18X35 N/A 24 No B116 128 B121 137 Beam Beam 96 W18X35 N/A 24 B122 138 8123 139 Beam Beam 276 336 312 W18X35 N/A 24 No _f Yes W18X35 N/A 24 Yes W18X35 8124 B125 140 141 Beam Beam 264 W18X35 N/A N/A 24 24 144 W18X35 N/A 24 Yes Yes Yes B126 8127 142 143 Beam Beam 276 336 W18X35 W18X35 N/A N/A 24 Yes 24 Story2 8128 144 Beam Story2 8129 145 1`tory2 Story2 1 Story2 Story2 l Story2 Story2 1 Story2 Story2 [ Story2 Story2 L Story2 Story2 f Story2 Story2 1 Story2 Story2 rStory2 Story2 1 Story2 Story2 f Story2 8130 B41 146 59 B42 60 Beam Beam, Beam Beam 312 264 144 W18X35 N/A 24 W18X35 N/A 24 Yes Yes J 264 W18X35 W18X35 N/A N/A 24 24 72 W18X35 N/A 24 Yes Yes No No -1 B43 61 Beam 336 W18X35 N/A 24 No B44 B45 62 63 Beam Beam 312 W18X35 264 W18X35 N/A N/A 24 24 B46 64 Beam 72 W18X35 N/A 24 No No No B47 65 Beam 336 W 18X35 N/A 24 No B48 66 649 67 Beam Beam 312 W18X35 N/A 24 No 264 W 18X35 N/A 24 No B50 68 851 69 Beam Beam 72 W18X35 N/A 24 No 336 W18X35 N/A 24 B52 70 Beam 312 W18X35 N/A 24 B53 71 Beam 264 W18X35 N/A 24 B54 72 Beam 72 W18X35 N/A 24 855 73 Beam 102 W18X35 N/A 24 No No 1 No No J Yes B56 74 Beam 228 W18X35 N/A 24 Yes B57 75 Beam 330 W18X35 N/A 24 Yes B58 76 Beam 330 W18X35 N/A 24 Yes B59 77 Beam 336 W18X35 N/A 24 Yes B60 78 Beam 102 W18X35 N/A 24 Yes Page 144 of 201 Design Max Min Story Label Unique Design Length Auto ; Analysis Station Number Releases Name Type in Select Section Section Spacing in Stations Story2 8101 113 Beam 72 W18X35 N/A 24 No Story2 Story2 B102 114 Beam 96 W18X35 N/A 24 B103 115 Beam 90 W18X35 N/A 24 Story2 Story2 B104 116 Beam 84 W18X35 N/A 24 8105 117 Beam 96 W18X35 N/A 24 No 1 No No No Story2 Story2 8110 122 Beam 96 W18X35 N/A 24 No 8111 123 Beam 90 W 18X35 N/A 24 No Story2 Story2 8112 124 Beam 84 W18X35 N/A 24 No 8113 125 Beam 96 W 18X35 N/A 24 No Story2 Story2 Story2 Story2 1 Story2 Story2 1 Story2 Story2 1 Story2 Story2 8114 126 Beam 90 W18X35 N/A 24 No 8115 127 Beam 84 W18X35 N/A 24 No B116 128 B121 137 Beam Beam 96 W18X35 N/A 24 B122 138 8123 139 Beam Beam 276 336 312 W18X35 N/A 24 No _f Yes W18X35 N/A 24 Yes W18X35 8124 B125 140 141 Beam Beam 264 W18X35 N/A N/A 24 24 144 W18X35 N/A 24 Yes Yes Yes B126 8127 142 143 Beam Beam 276 336 W18X35 W18X35 N/A N/A 24 Yes 24 Story2 8128 144 Beam Story2 8129 145 1`tory2 Story2 1 Story2 Story2 l Story2 Story2 1 Story2 Story2 [ Story2 Story2 L Story2 Story2 f Story2 Story2 1 Story2 Story2 rStory2 Story2 1 Story2 Story2 f Story2 8130 B41 146 59 B42 60 Beam Beam, Beam Beam 312 264 144 W18X35 N/A 24 W18X35 N/A 24 Yes Yes J 264 W18X35 W18X35 N/A N/A 24 24 72 W18X35 N/A 24 Yes Yes No No -1 B43 61 Beam 336 W18X35 N/A 24 No B44 B45 62 63 Beam Beam 312 W18X35 264 W18X35 N/A N/A 24 24 B46 64 Beam 72 W18X35 N/A 24 No No No B47 65 Beam 336 W 18X35 N/A 24 No B48 66 649 67 Beam Beam 312 W18X35 N/A 24 No 264 W 18X35 N/A 24 No B50 68 851 69 Beam Beam 72 W18X35 N/A 24 No 336 W18X35 N/A 24 B52 70 Beam 312 W18X35 N/A 24 B53 71 Beam 264 W18X35 N/A 24 B54 72 Beam 72 W18X35 N/A 24 855 73 Beam 102 W18X35 N/A 24 No No 1 No No J Yes B56 74 Beam 228 W18X35 N/A 24 Yes B57 75 Beam 330 W18X35 N/A 24 Yes B58 76 Beam 330 W18X35 N/A 24 Yes B59 77 Beam 336 W18X35 N/A 24 Yes B60 78 Beam 102 W18X35 N/A 24 Yes Page 144 of 201 Assignments Table 3.2 - Frame Assignments - Summary (continued) 12/15/2017 Story2 I Story2 Story2 B61 79 Beam 228 W 18X35 N/A 24 Yes B62 1 80 B63 1 81 Beam Beam 330 W18X35 N/A 24 Yes 330 W 18X35 N/A 24 Yes Story2 Story2 Story2 Story2 L Story2 Story2 I Story2 Story2 I Story2 Story2 [ Story2 Story2 [ Story2 Story2 r Story2 Story2 r Story2 Story2 L Story2 Story2 1 Story2 Story2 L Story2 Story2 Story2 Story2 E Story2 Story2 L Story2 Story2 Story2 Story2 1 Story2 Story2 r Story2 Story2 1 Story2 Story2 1 Story2 B64 1 82 Beam 336 W18X35 N/A 24 Yes B65 1 83 Beam 102 W 18X35 N/A 24 Yes B66 1 84 Beam 228 W18X35 N/A 24 Yes B67 1 85 Beam 330 W 18X35 N/A 24 Yes B68 1 86 Beam 330 W18X35 N/A 24 B69 1 87 Beam 336 W 18X35 N/A 24 Yes Yes B106 1 129 B107 1 130 Beam Beam 102 W 18X35 N/A 24 Yes 228 W 18X35 N/A 24 Yes B108 1 131 Beam 330 W18X35 N/A 24 B109 1 132 B117 1 147 Beam Beam 330 W 18X35 N/A 24 Yes Yes 336 W 18X35 N/A 24 Yes B118 1 148 B119 1 149 Beam Beam 102 W 18X35 N/A 24 Yes 228 W18X35 N/A 24 Yes B120 1 150 Beam 330 W 18X35 N/A 24 B131 1 151 B132 1 152 Beam 330 W 18X35 N/A 24 Beam 336 W 18X35 N/A 24 Yes Yes 1 Yes B133 1 153 Beam 102 W18X35 N/A 24 Yes B134 1 154 B135 1 155 Beam Beam 228 W 18X35 N/A 24 Yes 330 W18X35 B136 1 156 Beam 330 W 18X35 N/A N/A 24 24 Yes J Yes B137 i 157 Beam 336 W18X35 N/A 24 Yes B138 1 158 B139 1 159 Beam Beam 102 W 18X35 N/A 24 Yes 228 W18X35 N/A 24 B140 1 160 Beam 330 W 18X35 N/A 24 6141 1 161 Beam 330 W 18X35 N/A 24 B142 1 162 Beam 336 W18X35 N/A 24 Yes Yes Yes Yes B143 1 163 Beam 102 W18X35 N/A 24 Yes B144 1 164 Beam 228 W 18X35 B145 1 165 Beam 330 W18X35 N/A N/A 24 Yes 24 Yes B146 1 166 Beam 330 W18X35 N/A 24 Yes B147 1 167 Beam 336 W18X35 N/A 24 Yes B148 1 168 Beam 102 W18X35 B149 1 169 Beam 228 W18X35 N/A N/A 24 Yes 24 B150 1 170 Beam 330 W18X35 N/A 24 Yes Yes 8151 1 171 Beam 330 W18X35 N/A 24 8152 1 172 8153 1 173 Beam Beam 336 W18X35 N/A 24 Yes Yes 102 W18X35 N/A 24 Yes B154 1 174 Beam 228 W18X35 N/A 24 Yes 6155 1 175 Beam 330 W18X35 N/A 24 Yes Page 145 of 201 Unique Design Length Auto Analysis Design Max Station Min Story Label Number Releases Name Type in Select Section Section Spacing in Stations Story2 I Story2 Story2 B61 79 Beam 228 W 18X35 N/A 24 Yes B62 1 80 B63 1 81 Beam Beam 330 W18X35 N/A 24 Yes 330 W 18X35 N/A 24 Yes Story2 Story2 Story2 Story2 L Story2 Story2 I Story2 Story2 I Story2 Story2 [ Story2 Story2 [ Story2 Story2 r Story2 Story2 r Story2 Story2 L Story2 Story2 1 Story2 Story2 L Story2 Story2 Story2 Story2 E Story2 Story2 L Story2 Story2 Story2 Story2 1 Story2 Story2 r Story2 Story2 1 Story2 Story2 1 Story2 B64 1 82 Beam 336 W18X35 N/A 24 Yes B65 1 83 Beam 102 W 18X35 N/A 24 Yes B66 1 84 Beam 228 W18X35 N/A 24 Yes B67 1 85 Beam 330 W 18X35 N/A 24 Yes B68 1 86 Beam 330 W18X35 N/A 24 B69 1 87 Beam 336 W 18X35 N/A 24 Yes Yes B106 1 129 B107 1 130 Beam Beam 102 W 18X35 N/A 24 Yes 228 W 18X35 N/A 24 Yes B108 1 131 Beam 330 W18X35 N/A 24 B109 1 132 B117 1 147 Beam Beam 330 W 18X35 N/A 24 Yes Yes 336 W 18X35 N/A 24 Yes B118 1 148 B119 1 149 Beam Beam 102 W 18X35 N/A 24 Yes 228 W18X35 N/A 24 Yes B120 1 150 Beam 330 W 18X35 N/A 24 B131 1 151 B132 1 152 Beam 330 W 18X35 N/A 24 Beam 336 W 18X35 N/A 24 Yes Yes 1 Yes B133 1 153 Beam 102 W18X35 N/A 24 Yes B134 1 154 B135 1 155 Beam Beam 228 W 18X35 N/A 24 Yes 330 W18X35 B136 1 156 Beam 330 W 18X35 N/A N/A 24 24 Yes J Yes B137 i 157 Beam 336 W18X35 N/A 24 Yes B138 1 158 B139 1 159 Beam Beam 102 W 18X35 N/A 24 Yes 228 W18X35 N/A 24 B140 1 160 Beam 330 W 18X35 N/A 24 6141 1 161 Beam 330 W 18X35 N/A 24 B142 1 162 Beam 336 W18X35 N/A 24 Yes Yes Yes Yes B143 1 163 Beam 102 W18X35 N/A 24 Yes B144 1 164 Beam 228 W 18X35 B145 1 165 Beam 330 W18X35 N/A N/A 24 Yes 24 Yes B146 1 166 Beam 330 W18X35 N/A 24 Yes B147 1 167 Beam 336 W18X35 N/A 24 Yes B148 1 168 Beam 102 W18X35 B149 1 169 Beam 228 W18X35 N/A N/A 24 Yes 24 B150 1 170 Beam 330 W18X35 N/A 24 Yes Yes 8151 1 171 Beam 330 W18X35 N/A 24 8152 1 172 8153 1 173 Beam Beam 336 W18X35 N/A 24 Yes Yes 102 W18X35 N/A 24 Yes B154 1 174 Beam 228 W18X35 N/A 24 Yes 6155 1 175 Beam 330 W18X35 N/A 24 Yes Page 145 of 201 Assignments Table 3.2 - Frame Assignments - Summary (continued) 12/15/2017 Story2 Story2 Story2 Story2 Story2 8156 176 Beam 330 W18X35 N/A 24 Yes B157 177 Beam 336 W18X35 N/A 24 Yes B158 178 Beam 102 W18X35 N/A 24 Yes 8159 182 Beam 228 W18X35 N/A 24 Yes B160 183 Story2 Story2 Storyl Storyl B161 184 Beam Beam 330 W18X35 N/A 24 Yes 330 W18X35 N/A 24 8162 185 Beam 336 W 18X35 N/A 24 Yes Yes B1 3 Beam 336 C12X20.7 N/A 24 No B2 4 Beam 312 C10X15.3 N/A 24 No Storyl Storyl B3 5 Beam 336 C10X15.3 N/A 24 No B4 6 Beam 984 W18X35 N/A 24 No Storyl B5 7 Storyl LStoryl B6 8 87 9 Storyl { Storyl B8 10 Beam Beam Beam Beam 726 W18X35 N/A 24 No 366 W18X35 N/A 24 No 648 W18X35 N/A 24 No 366 W18X35 N/A 24 No 89 11 Beam 264 W18X35 N/A 24 No Storyl B10 12 Beam 312 W18X35 Storyl B11 13 Beam Storyl 1 Storyl B12 14 Beam 336 276 W18X35 N/A N/A 24 No 24 No W18X35 N/A 24 No B13 15 Beam 144 W18X35 N/A 24 No Storyl �Story1 B14 16 Beam 270 W18X35 N/A 24 No B15 17 Beam 408 W18X35 N/A 24 Storyl B17 19 Beam 1332 W18X35 N/A 24 Storyl Storyl B18 20 Beam 1332 W18X35 N/A 24 B20 22 Storyl 621 23 Beam Beam 336 W18X35 336 W18X35 N/A N/A 24 No 1 No No 1 No 24 Storyl B22 24 Beam 174 W18X35 N/A 24 No 1 No t Storyl B23 25 Beam 96 W18X35 N/A 24 No Storyl B24 3.3 Shell Assignments 26 Beam 336 W18X35 N/A Table 3.3 - Shell Assignments - Summary 24 Unique Design Length Auto Analysis Design Max Station Min Story Label Added Story Label Name Section Diaphragm Number Releases Pier Name Type in Select Section Section Spacing in Stations Story2 Story2 Story2 Story2 Story2 8156 176 Beam 330 W18X35 N/A 24 Yes B157 177 Beam 336 W18X35 N/A 24 Yes B158 178 Beam 102 W18X35 N/A 24 Yes 8159 182 Beam 228 W18X35 N/A 24 Yes B160 183 Story2 Story2 Storyl Storyl B161 184 Beam Beam 330 W18X35 N/A 24 Yes 330 W18X35 N/A 24 8162 185 Beam 336 W 18X35 N/A 24 Yes Yes B1 3 Beam 336 C12X20.7 N/A 24 No B2 4 Beam 312 C10X15.3 N/A 24 No Storyl Storyl B3 5 Beam 336 C10X15.3 N/A 24 No B4 6 Beam 984 W18X35 N/A 24 No Storyl B5 7 Storyl LStoryl B6 8 87 9 Storyl { Storyl B8 10 Beam Beam Beam Beam 726 W18X35 N/A 24 No 366 W18X35 N/A 24 No 648 W18X35 N/A 24 No 366 W18X35 N/A 24 No 89 11 Beam 264 W18X35 N/A 24 No Storyl B10 12 Beam 312 W18X35 Storyl B11 13 Beam Storyl 1 Storyl B12 14 Beam 336 276 W18X35 N/A N/A 24 No 24 No W18X35 N/A 24 No B13 15 Beam 144 W18X35 N/A 24 No Storyl �Story1 B14 16 Beam 270 W18X35 N/A 24 No B15 17 Beam 408 W18X35 N/A 24 Storyl B17 19 Beam 1332 W18X35 N/A 24 Storyl Storyl B18 20 Beam 1332 W18X35 N/A 24 B20 22 Storyl 621 23 Beam Beam 336 W18X35 336 W18X35 N/A N/A 24 No 1 No No 1 No 24 Storyl B22 24 Beam 174 W18X35 N/A 24 No 1 No t Storyl B23 25 Beam 96 W18X35 N/A 24 No Storyl B24 3.3 Shell Assignments 26 Beam 336 W18X35 N/A Table 3.3 - Shell Assignments - Summary 24 Story3 W3 75 7.5inch Story3 Story3 LStory3 Story3 t Story3 Story3 Story3 W7 77 7.5inch W5 83 10inch W11 80 10inch W13 84 10inch W1 53 7.5inch W14 54 7.5inch N1 W36 68 9inch W2 Page 146 of 201 No T Unique Axis Added Story Label Name Section Diaphragm Angle deg Mass lb-s2/ft3 Pier L Story3 W3 75 7.5inch Story3 Story3 LStory3 Story3 t Story3 Story3 Story3 W7 77 7.5inch W5 83 10inch W11 80 10inch W13 84 10inch W1 53 7.5inch W14 54 7.5inch N1 W36 68 9inch W2 Page 146 of 201 No Assignments 12/15/2017 Table 3.3 - Shell Assignments - Summary (continued) Story Label Unique Name Section Diaphragm Axis Angle deg Added Mass Ib-s2/ft' Pier Story3 W12 40 7.5inch El Story3 Story3 W30 50 7.5inch S1 W32 47 9inch 1.4 Story3 W43 67 7.5inch Story3 W45 78 10inch N2 S2 1 Story3 Story3 W231 290 9inch E4 W233 292 9inch E4 Story3 W236 295 9inch E5 Story3 W238 391 9inch E5 Story3 W239 392 9inch E2 Story3 W242 395 9inch E2S Story3 Story3 Story3 Story3 l Story3 Story3 [ Story3 Story3 W244 397 9inch E3 W245 398 9inch W367 1309 9inch W371 1313 9inch W252 W576 383 9inch 853 9inch 1.4 W577 854 9inch W578 855 9inch E3 W47 W4 E6 _J E4 E4 E4 [ Story3 Story3 Story3 Story3 W579 856 9inch E4 W580 857 L Story3 Story3 W581 W582 W583 858 9inch 9inch 859 9inch 860 9inch W584 861 9inch E4 E4 E5 E5_ 1 E5 1 Story3 Story3 W585 862 9inch E5 W586 863 9inch Story3 W587 864 9inch Story3 [ Story3 Story3 W589 866 9inch E5 E5 j E3 W590 867 9inch E3 W591 868 9inch E3 Story3 W592 869 9inch E3 Story3 W593 870 9inch rStory3 Story3 C Story3 W594 871 W595 872 9inch 9inch E3 E3 E3 W600 874 9inch E6 Story3 W601 875 9inch 1.4 E6 Story3 Story3 1 Story3 Story3 l Story3 Story3 W602 876 9inch 1.4 E6 W603 877 9inch 1.4 E6 W604 878 9inch 1.4 E6 W692 959 9inch E2.1 W693 960 9inch E2.1S W694 961 9inch E2.2 L Story3 W695 962 9inch E2.2S Page 147 of 201 Assignments 12/15/2017 Table 3.3 - Shell Assignments - Summary (continued) Story Label Unique Name Section Diaphragm Axis Angle deg Added Mass Ib-s2/ft3 Pier Story3 Story3 Story3 W696 963 9inch E2.3 W697 964 9inch E2.3S W698 965 9inch E2.4 Story3 Story3 Story3 Story3 Story3 Story3 W915 1291 9inch W6 W916 1292 9inch W6 W917 1293 9inch W6 W918 1294 9inch 1.4 W6 W919 1295 9inch 1.4 W6 W921 1297 9inch W5 Story3 Story3 W922 1298 9inch W5 W923 1299 9inch W5 Story3 Story3 I Story3 Story3 Story3 W924 1300 9inch W5 W925 1301 W926 1302 9inch 9inch W927 1303 9inch W5 W5 W5 W928 1304 9inch Story3 I Story3 Story3 I Story3 Story3 C Story3 Story3 W929 1306 9inch W930 W931 1307 9inch 1308 9inch W5 W4 W4 7, W4 W932 W933 1310 9inch 1311 9inch W934 W936 1312 1315 9inch 9inch Story3 Story3 [Story3 Story3 W938 W939 W940 W941 1317 1318 1319 9inch 1320 9inch 9inch 9inch W4 J W4 W W3 —17115-1 W3 W3J W3 Story3 Story3 W942 1321 W944 1316 9inch W3 9inch W3 Story3 Story3 W19 43 9inch 1.4 N3 W39 69 Story3 Story3 Story3 Story3 W42 W76 70 230 9inch 9inch 1.4 N4 1.4 N4 9inch E3 W118 256 9inch E4 W141 293 9inch E5 Story3 Story3 W167 336 9inch E6 W190 354 9inch W3 Story3 Story3 W220 369 9inch W4 W250 385 9inch W5 Story3 Story2 Story2 Story2 Story2 W266 446 9inch W6 W10 16 9inch W2 W3 W7 W5 5 14 17 7.5inch 7.5inch 10inch Page 148 of 201 Assignments 12/15/2017 Table 3.3 - Shell Assignments - Summary (continued) Story Label Unique Name Section Diaphragm Axis Angle deg Added Mass lb-s2/ft' Pier Story2 W11 20 10inch Story2 Story2 W13 23 10inch W27 249 SIab1 S1 Story2 Story2 Story2 W1 24 7.5inch W14 31 7.5inch N1 W35 66 7.5inch S5 Story2 [ Story2 Story2 Story2 W45 76 10inch W23 210 9inch 1.4 N2W W25 211 9inch 1.4 N2 W84 212 9inch 1.4 N2E Story2 W85 Story2 W86 Story2 W87 ! Story2 W88 Story2 W89 r Story2 W90 Story2 W91 Story2 W93 Story2 W95 1 Story2 W96 Story2 W98 Story2 W99 Story2 W101 Story2 W103 213 9inch 1.4 N2W 214 9inch 1.4 N2E 215 9inch 1.4 297 9inch 1.4 298 307 9inch 9inch 1.4 1.4 308 9inch 1.4 N2W N2 N2E N3Wj N3 310 9inch 1.4 312 313 9inch 9inch 1.4 1.4 323 9inch 1.4 324 9inch 1.4 326 9inch 1.4 328 9inch 1.4 Story2 1 Story2 Story2 W 104 329 9inch 1.4 N3W N3W N3 N4W N4 N4W N4W N4 W189 247 9inch E2 W 192 251 9inch E2S I Story2 W194 253 9inch E3 Story2 1 Story2 W195 254 9inch E3 W199 258 9inch E4 Story2 Story2 W201 260 9inch W204 263 9inch Story2 Story2 W206 265 9inch E4 E5 E5 W211 270 9inch Story2 E Story2 W214 273 9inch E2 J E2S W216 275 9inch E3 Story2 Story2 Story2 Story2 W217 276 9inch E3 W221 280 9inch E4 W223 282 9inch E4 Story2 Story2 Story2 W226 285 9inch E5 W228 287 9inch E5 W159 364 9inch 1.4 E6 W249 377 9inch 1.4 E6 L Story2 W483 669 9inch E3 Page 149 of 201 Assignments 12/15/2017 Table 3.3 - Shell Assignments - Summary (continued) Story Label Unique Name Section Diaphragm Axis Angle deg Added Mass lb-s2/ft3 - Pier Story2 Story2 Story2 1 Story2 Story2 I Story2 Story2 L Story2 Story2 I Story2 Story2 I Story2 Story2 [ Story2 Story2 1 Story2 Story2 Story2 Story2 1 Story2 Story2 Story2 Story2 Story2 Story2 I Story2 Story2 L Story2 Story2 Story2 Story2 1 Story2 Story2 1 Story2 Story2 I Story2 Story2 I Story2 Story2 Story2 Story2 Story2 Story2 I Story2 W484 W485 W486 W487 W488 W489 W490 W491 W492 W493 W494 W495 W496 W497 W498 W499 W500 W501 W512 W513 W514 W515 W516 W529 W530 W531 W532 W533 W534 W535 W536 W537 W538 W539 W540 W541 W542 W543 W544 W545 W546 W547 W556 W557 670 671 672 673 674 675 676 677 678 679 680 681 682 683 684 685 686 687 698 699 700 701 702 828 829 830 831 832 833 834 835 836 837 838 839 840 841 842 843 844 845 846 848 849 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch Page 150 of 201 1.4 1.4 1.4 1.4 E3 E3 E3 E3 E3 E3 E4 E4 E4 E4 E4 E4 E5 E5 E5 E5-1 E5 E5 E6 E6 E6 E6 E6 E3 E3 E3 E3 E3 E3 E3 E4 E4 E4 E4 E4 E4 E5 E5 E5 E5 E5 E5 E6 E6 Assignments 12/15/2017 Table 3.3 - Shell Assignments - Summary (continued) Story Label Unique Name Section Diaphragm Axis Angle deg Added Mass Ib-s2/ft3 Pier Story2 W558 850 9inch 1.4 E6 Story2 Story2 W559 851 9inch 1.4 E6 W560 852 9inch 1.4 E6 Story2 Story2 W652 919 9inch E2.4 W653 920 Story2 Story2 Story2 Story2 W654 921 9inch 9inch W655 922 9inch E2.3S E2.3 E2.2S W656 923 9inch E2.2 W657 924 9inch E2.1S Story2 Story2 W658 925 9inch E2.1 W659 926 9inch E2.3S Story2 W660 927 9inch E2.2S Story2 W661 928 9inch E2.1S Story2 Story2 r Story2 Story2 I Story2 Story2 I Story2 Story2 I Story2 Story2 F Story2 Story2 W662 929 9inch E2.2 W663 W664 W665 930 9inch E2.2 931 9inch E2.2 932 9inch E2.2 W666 933 9inch E2.2 W667 934 W668 935 9inch 9inch W880 1260 9inch E2.2 E2.2 W5 W881 W882 1261 1262 9inch 9inch W5 W5 W883 1263 9inch W5 W884 1264 9inch W5 r Story2 Story2 rStory2 Story2 Story2 Story2 I Story2 Story2 Story2 Story2 I Story2 Story2 I Story2 Story2 r Story2 Story2 Story2 Story2 I Story2 W885 1265 9inch W886 1266 W887 1267 9inch 9inch W5 1 W5 W5 W889 1269 9inch W4 W890 W891 1270 1271 9inch W4. 9inch W4 W892 1272 9inch W4 W893 1273 9inch W4 W894 1274 9inch W4 W895 1275 9inch W4 W896 1276 9inch W4 W898 1278 9inch W3 W901 1280 9inch W3 W902 1281 W903 1282 9inch 9inch W3 W3 W904 1283 9inch W3 W905 1284 9inch W3 W909 1254 W910 1255 9inch 9inch W6 W6 Page 151 of 201 Assignments 12/15/2017 Table 3.3 - Shell Assignments - Summary (continued) Story Label Unique Name Section Diaphragm Axis Angle deg Added Mass lb-s2/ft' Pier Story2 Story2 Story2 E Story2 Story2 W911 1256 9inch W912 1257 9inch 1.4 W913 1258 9inch 1.4 W6 W6 1 W6 W943 1279 9inch W3 W4 7 7.5inch S4 Story2 W9 15 7.5inch S3 Story2 I Story2 Story2 f Story2 Story2 W17 29 7.5inch S2 W20 55 9inch 1.4 N3E W22 57 9inch 1.4 N3E W26 60 9inch 1.4 N3E Story2 Story2 Story2 Story2 W46 W50 W52 W63 141 144 9inch 9inch 1.4 N4E 1.4 N4E 148 9inch 1.4 174 9inch W66 228 9inch N4E E3 E3 Story2 Story2 Story2 Story2 1 Story2 Story2 fStory2 Story2 1 Story2 Story2 W114 248 9inch E4 W116 252 9inch E4 W132 W134 286 289 9inch E5 W163 332 9inch 9inch W165 334 W186 352 9inch 9inch E5 E6 E6 W3 W215 367 9inch W4 W247 382 9inch W5 W263 444 9inch W6 I Story2 W2 1 7.5inch El Story2 1 Story2 Storyl f Storyl Storyl f Storyl Storyl 1 Storyl Storyl rStoryl Storyl Storyl StorylStoryl f Storyl Storyl Storyl Storyl f Storyl W6 10 7.5inch El W16 26 7.5inch El W3 2 7.5inch W7 11 7.5inch W5 8 10inch W11 19 10inch W13 22 10inch W1 21 W14 28 7.5inch 7.5inch N1 W35 65 W45 74 7.5inch S5 10inch W23 38 9inch 1.4 N2W W25 39 9inch 1.4 N2 W84 41 9inch 1.4 W85 42 9inch 1.4 N2E N2W W86 61 9inch 1.4 W87 135 9inch 1.4 N2E N2W W88 184 9inch 1.4 N2 Page 152 of 201 Assignments 12/15/2017 Table 3.3 - Shell Assignments - Summary (continued) Story Label Unique Name Section Diaphragm Axis Angle deg Added Mass Ib-s2/ft' Pier Storyl [ Storyl Storyl Storyl Storyl L Storyl Storyl Storyl Storyl I Storyl Storyl Storyl Storyl L Storyl Storyl Storyl Storyl [ Storyl Storyl Storyl Storyl Storyl Storyl Storyl Storyl [ Storyl Storyl I Storyl Storyl Storyl Storyl L Storyl Storyl I Storyl Storyl Storyl Storyl Storyl Storyl 1 Storyl Storyl Storyl Storyl Storyl W89 W90 W91 W93 W95 W96 W98 W99 W101 W 103 W 104 W67 W68 W70 W71 W72 W73 W80 W81 W83 W136 W137 W138 W44 W47 W48 W140 W142 W146 W147 W148 W152 W179 W183 W207 W208 W8 W38 W40 W64 W265 W267 W268 W269 209 299 300 302 304 305 315 316 318 320 321 167 168 170 176 177 178 217 218 220 221 222 223 27 30 32 143 145 225 226 227 231 237 241 266 267 35 71 155 268 466 474 478 479 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch 9inch Page 153 of 201 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 N2E N3W N3 N3W N3W N3 1 N4W N4 J N4W N4W j N4 E4S E4 E4S E4.5 E4 E4.2 E5S E5 E5S E5.5 E5 E5.2 E2S J E2 E2 E3 E3 E3 E4S E4 E5S E5 E2S E2S E6N E6N E6N E6.3 E3S E3.2 E3.2S E3.3 Assignments 12/15/2017 Table 3.3 - Shell Assignments - Summary (continued) Story Label Unique Name Section Diaphragm Axis Angle deg Added Mass lb-s2/ft3 Pier Storyl W270 482 9inch E3.3S Storyl W271 483 9inch E3S Storyl W275 493 9inch Storv1 W279 494 9inch Storyl W280 495 9inch E3.2S E3.3S E3S Storyl Storyl W281 561 9inch E3S W284 562 9inch E3S Storv1 W286 563 9inch r Storyl W288 Storyl Storyl 1 Storyl Storyl Storyl Storyl LStory1 Storyl 564 9inch E3S E3S W292 566 9inch E3.1 W294 567 9inch E3N W302 569 9inch E3N W304 571 9inch W305 572 9inch E3N E3N W306 573 W307 574 9inch 9inch W309 575 9inch Storyl W314 576 9inch Storyl W315 577 9inch Storyl W318 578 9inch Storyl W319 579 9inch Storyl Storyl W329 580 9inch W330 581 9inch E4.4 Eq.5 l E4.6 E4.4 E4.6 -77,71 E4.5 E4.6 E4.1 Storyl Storyl Storyl Storyl W396 582 9inch E4.2 W397 583 9inch E4.3 W398 584 9inch E4.1 W399 585 9inch E4.3 Storyl l Storyl Storyl Storyl W400 W401 586 9inch E4.1 587 9inch W402 588 9inch W403 589 9inch Storyl W404 590 9inch Storyl LStoryl Storyl Storv1 Storv1 W405 W406 W407 W408 W409 591 592 593 594 9inch 9inch 9inch 9inch E4.2 E4.3 E5.4 E5.5 J E5.6 E5.4 E5.6 E5.4 595 9inch E5.5 Storyl W410 596 9inch E5.6 Storyl I Storyl W411 597 9inch E5.1 W412 598 9inch E5.2 Storyl E Storyl W413 599 9inch E5.3 W414 600 9inch E5.1 Storyl W415 601 9inch E5.3 Storyl W416 602 9inch E5.1 Page 154 of 201 Assignments 12/15/2017 Table 3.3 - Shell Assignments - Summary (continued) Story Label Unique Name Section Diaphragm Axis Angle deg Added Mass lb-s2/ft' Pier Storyl W417 603 9inch E5.2 Storyl Storyl I Storyl Storyl W418 604 W419 605 9inch E5.3 9inch E6 W420 606 9inch E6.1 W422 608 9inch E6 1 Storyl W424 610 9inch E6 Storyl W425 611 9inch E6 l Storyl Storyl W427 613 9inch 1.4 E6.4 W428 614 9inch 1.4 E6.3 1 Storyl Storyl W429 615 9inch 1.4 E6.2 W430 616 9inch 1.4 E6.4 L Storyl Storyl Storyl Storyl W431 617 9inch 1.4 E6.2 I Storyl Storyl r Storyl Storyl Storyl Storyl W432 W433 W434 W435 W436 618 9inch 1.4 E6.4 619 9inch 1.4 620 9inch 1.4 621 9inch 622 9inch W437 W438 623 9inch 624 9inch W439 L Storyl Storyl 625 9inch W440 626 W441 627 W442 628 9inch 9inch I Storyl W443 629 9inch 9inch Storyl W444 630 9inch LStoryl Storyl 1 Storyl Storyl 1 Storyl Storyl Storyl Storyl Storyl Storyl Storyl Storyl W445 631 9inch W446 632 9inch E6.3 E6.2 E2S E2S E2S E3S E3S 1 E3S E3S j E3S —E3-1 E3 E3 E3 W447 633 9inch E3 W448 634 9inch W449 635 W450 636 9inch E3 E3N 9inch E3N W452 638 9inch E4S W453 639 9inch E4S W454 640 9inch E4S W455 641 9inch E4.6 W456 642 9inch E4.5 W457 643 9inch E4.4 Storyl Storyl W458 W459 644 645 9inch E4 9inch E4 L Storyl Storyl 1 Storyl Storyl 1 Storyl W460 646 9inch E4 W461 647 9inch W462 648 9inch W463 649 9inch E4.3 E4.2 1 E4.1 W467 653 9inch E5S Page 155 of 201 Assignments 12/15/2017 Table 3.3 - Shell Assignments - Summary (continued) Story Label Unique Name Section Diaphragm Axis Angle deg Added Mass Ib-s2/ft • Pier Story1 W468 654 9inch E5S Story1 Storyl W469 655 9inch E5S W470 656 9inch E5.6 Story1 W471 657 9inch E5.5 Storyl W472 658 9inch E5.4 Storyl W473 659 9inch E5 Storyl L Storyl Storyl W474 660 W475 661 9inch 9inch E5 E5 W476 662 9inch E5.3 I Storyl Storyl I Storyl Storyl [ Story1 Storyl Storyl Story1 L Story1 Storyl I Story1 Storyl L Story1 Storyl I Storyl Storyl I Storyl Storyl W477 W478 663 9inch E5.2 664 9inch E5.1 W502 688 9inch 1.4 W503 689 9inch 1.4 W504 690 9inch 1.4 W505 691 W506 692 9inch 9inch E6.4 E6.3 E6.2 E6 W508 694 9inch 1.4 W509 695 9inch 1.4 W510 696 9inch 1.4 W517 891 9inch W518 892 9inch W519 W520 893 9inch 894 W521 895 9inch 9inch W522 896 9inch E6 J E6N --E17-11 E6N E3S E3S E3S ! E3S W523 897 9inch W550 966 9inch Storyl W551 967 9inch Storyl W565 899 9inch E3S 1 E3N E3N E6 E6 E3S Storyl W566 900 9inch E3S Storyl I Storyl Storyl W567 901 9inch E3S W568 902 9inch E3S W569 903 9inch E3S Storyl Storyl Storyl Storyl Storyl Storyl Story1 Story1 I Story1 Story1 Story1 W570 904 9inch E3.1 W571 905 9inch E3N W596 969 9inch E6 W597 970 9inch W620 888 9inch W621 889 9inch E6 E2 E2 W622 890 9inch E2 W670 937 9inch E2.2 W671 938 9inch E2.2 W672 939 9inch E2.2 W673 940 9inch E2.2 Page 156 of 201 Assignments Table 3.3 - Shell Assignments - Summary (continued) Story Label Unique Name Section Diaphragm Axis Angle deg Added Mass Ib-s2/ft Pier Storyl W674 [ Storyl W675 Storyl W676 941 942 9inch 9inch E2.2 E2.2 943 Storyl W677 944 9inch 9inch E2.2 E2.2 Storyl W678 Storyl W679 Storyl W680 945 946 9inch 9inch 947 Storv1 W681 948 9inch 9inch E2.2 E2.2 1 E2.2 E2.2 Storyl W682 Storyl W683 949 950 9inch 9inch E2.2 E2.2 Storyl W684 951 9inch E2.2 Storv1 W685 952 9inch E2.2 Storyl t Storyl Storyl [ Storyl Storyl 1 Storyl W686 953 9inch E2.2 W687 954 9inch E2.2 W688 955 9inch E2.2 W689 956 9inch E2.2 W690 957 W726 1003 9inch 9inch 1.4 E2.2 W6N -• Storyl W727 Storyl W728 1004 9inch 1.4 W6.3 1005 9inch Storyl W729 L Storyl W730 Storyl W732 1006 9inch 1007 9inch 1009 9inch 1.4 W6.2 W6 W6.1 1 W6N I Storyl W733 Storyl W734 1010 9inch W6.2 1 1011 9inch W6 L Storyl W736 Storyl W737 L Storyl W738 Storyl W739 Storyl W740 Storyl W742 Storyl W743 1013 9inch 1.4 W6N 1014 1015 1016 1017 9inch 9inch 1.4 W6.3 W6.2 9inch 9inch W6 W6 1019 9inch 1.4 W6N 1020 9inch W6 Storyl I Storyl Storyl W744 1021 W746 1023 9inch 9inch W6 1.4 W6N W747 1024 [ Storyl Storyl W748 1025 9inch 9inch W6.3 W6.3 W749 1026 I Storyl Storyl L Storyl Storyl W750 W752 1027 9inch 9inch W6 1029 W753 1030 9inch 9inch W6 W5S W5.6 l Storyl Storyl W754 1031 9inch W5.5 W755 1032 9inch W5.4 W756 1033 1 Storyl W757 1034 9inch 9inch W5 W5.3 Page 157 of 201 12/15/2017 Assignments 12/15/2017 Table 3.3 - Shell Assignments - Summary (continued) Story Label Unique Name Section Diaphragm Axis Angle deg Added Mass Ib-s2/ft3 Pier Story1 [ Story1 Story1 Story1 Story1 I Story1 Story1 [ Story1 Story1 Story1 Story1 1 Story1 Story1 E Story1 Story1 Story1 Story1 Storyl Story1 Story1 Story1 I Story1 Story1 f Story1 Story1 1 Story1 Story1 I Story1 Story1 1 Story1 Story1 f Story1 Story1 r Story1 Story1 1 Story1 Story1 story Story1 1 Story1 Story1 W758 1035 9inch W5.2 W759 1036 9inch W5.1 W761 1038 9inch W5S W762 1039 9inch W763 1040 9inch W5.6 1 W5.4 W764 1041 9inch W5 W765 1042 9inch W5.3 W766 1043 9inch W5.1 W768 1045 9inch W5S W769 1046 9inch W5.6 W770 1047 9inch W5.5 W771 1048 9inch W5.4 W772 1049 9inch W5 W773 1050 9inch W5.3 W774 1051 9inch W775 1052 9inch, W777 1054 9inch W5.2 W5.1 W5S W778 1055 9inch W780 1057 9inch W781 1058 9inch W5 W5S W5.5 W782 1059 9inch W5.5 W783 1060 9inch W5.5 W784 1061 9inch W785 W786 1062 1063 9inch 9inch W5 W5.2 W5.2 W787 1064 9inch W5.2 W789 1066 9inch W4S W790 1067 9inch W4.6 W791 1068 W792 1069 9inch 9inch W4.5 W4.4 W793 1070 9inch W4 W794 1071 9inch W4.3 W795 1072 9inch W4.2 W796 1073 9inch W4.1 W798 1075 W799 1076 9inch 9inch W4S W4.6 W800 1077 9inch W4.4 W801 1078 9inch W4 W802 1079 9inch W4.3 W803 1080 9inch W4.1 W805 1082 9inch W4S 1 Story1 Story1 I Story1 W806 1083 9inch W4.6 W807 1084 9inch W4.5 W808 1085 9inch W4.4 Page 158 of 201 Assignments 12/15/2017 Table 3.3 - Shell Assignments - Summary (continued) Story Label Unique Name Section Diaphragm Axis Angle deg Added Mass Ib-s2/ft Pier Storyl r Story., W809 1086 9inch W4 W810 1087 9inch W4.3 Storyl L Storyl Storyl W811 1088 9inch W4.2 W812 1089 9inch W4.1 W814 1091 9inch W4S Storyl W815 1092 9inch Storyl 1 Storyl Storyl W817 1094 9inch W4 W4S W818 W819 1095 9inch W4.5 1096 9inch W4.5 Storyl Storyl W820 W821 1097 9inch W4.5 1098 9inch W4 1 Storyl W822 1099 9inch W4.2 Storyl W823 1100 9inch Storyl Storyl W824 W826 1101 1103 9inch 9inch I Storyl Storyl Storyl W827 W828 1104 Storyl W829 W830 Storyl Storyl W831 Storyl Storyl Storyl Storyl W832 W834 W835 1105 1106 1107 1108 9inch 9inch 9inch 9inch 9inch 1109 9inch 1111 9inch 1112 9inch W836 1113 9inch W837 1114 9inch Storyl Storyl Storyl Storyl f Storyl Storyl L Storyl Storyl 1 Storyl Storyl W839 1116 9inch W840 1117 9inch W4.2 W4.2 W3.3S W3.3 W3.2S W3.2 W3S W3-1 W3.1 W3.3S W3.2S W3S] W3 W3S W3S W841 1118 9inch W3S W842 1119 9inch W3S W843 1120 9inch W3S W844 1121 9inch W3 W845 1122 9inch W847 1124 9inch W3N W3S W848 1125 9inch W3S W849 1126 9inch W3S I Storyl Storyl W850 1127 9inch W3S W851 1128 1 Storyl Storyl W852 1129 9inch 9inch W3S W3N W854 1131 9inch 1 Storyl Storyl W855 1132 9inch W856 1133 9inch W3S W3S , W3S 1 Storyl Storyl W857 W858 1134 1135 9inch 9inch W3S W3S [ Storyl W859 1136 9inch W3 Page 159 of 201 Assignments 12/15/2017 Table 3.3 - Shell Assignments - Summary (continued) Story Label Unique Name Section Diaphragm Axis Angle deg Added Mass Ib-s'/ft3 Pier Storyl L Storyl Storyl I Storyl W860 1137 9inch W3N W862 1285 9inch W2 W863 1286 W864 1287 Storyl W865 1288 Storyl Storyl W866 1289 W4 4 1 Storyl Storyl f Storyl W9 12 9inch 9inch 9inch 9inch 7.5inch 7.5inch W2 W2 W2 W2 S4 S3 W17 34 7.5inch W20 44 9inch 1.4 Storyl W22 48 9inch 1.4 S2 N3E N3E Storyl Storyl W26 51 9inch 1.4 W46 72 9inch 1.4 N3E N4E Storyl Storyl Storyl Storyl Storyl Storyl Storyl Storyl Storyl Storyl Storyl Storyl `Storyl W50 137 9inch 1.4 N4E W52 139 W55 W57 W59 W60 151 154 161 9inch 9inch 1.4 N4E E3N 9inch 9inch E3N E3N 171 9inch W77 W79 232 9inch 234 W107 238 9inch 9inch E3N E3N E3N W109 240 9inch E4N E4N W111 243 9inch W119 257 9inch E4N E4N W121 262 9inch E4N Storyl W123 269 Storyl Storyl 1 Storyl Storyl Storyl Storyl Storyl Storyl Storyl Storyl 1 Storyl Storyl I Storyl Storyl Storyl Storyl t Storyl W125 272 9inch 9inch E4N E5N W127 W129 W143 W145 277 9inch E5N 279 9inch E5N 294 9inch E5N W150 301 9inch E5N 306 9inch E5N W153 311 9inch W155 317 9inch E6S 1 E6S W157 322 9inch E6 W160 327 9inch E6 W168 W170 337 9inch E6 339 W172 W174 341 343 9inch 9inch W176 345 9inch 9inch E6 W3N W3N W3N W180 347 W182 349 9inch 9inch W3N W3N Page 160 of 201 Assignments 12/15/2017 Table 3.3 - Shell Assignments - Summary (continued) 1 Story Label Unique Name Section Diaphragm Axis Angle deg Added Mass Ib-s2/ft' Pier Storyl 1 Storyl Storyl Storyl Storyl 1 Storyl Storyl C Storyl Storyl 1 Storyl Storyl W191 355 9inch W4N W196 357 1 9inch W200 W205 359 9inch 361 9inch W4N W4N W4N W210 363 1 9inch W4N W222 370 1 9inch W5N W227 372 1 9inch W5N W232 W237 374 1 9inch W5N 376 1 9inch W5N W241 379 1 9inch W251 386 1 9inch W5N W6S Storyl Storyl W254 388 1 9inch W256 390 I 9inch W6S W6 Storyl W258 394 1 9inch W6 Storyl W260 399 1 9inch Storyl Storyl I Storyl Story3 1 Story3 Story3 W2 46 1 7.5inch W6 W16 F25 64 7.5inch 73 7.5inch 351 1.5inch W6 El El El D1 0.47 F59 365 1 1.5inch D1 0.47 F60 366 1 1.5inch D1 0.47 1 Story3 Story3 L Story3 Story3 r Story3 F131 368 1 1.5inch D1 0.47 F132 371 1 1.5inch D1 0.47 F133 373 1 1.5inch D1 0.47 F134 380 1 1.5inch D1 0.47 F139 348 1 1.5inch D1 0.47 Story3 1 Story3 Story3 F140 350 1 1.5inch D1 0.47 F141 F142 445 1 1.5inch D1 0.47 447 1 1.5inch D1 0.47 Story3 F143 448 1 1.5inch D1 0.47 Story3 1 Story3 Story3 F144 449 1 1.5inch D1 0.47 F145 450 1 1.5inch D1 0.47 F146 451 1 1.5inch D1 0.47 Story3 Story3 F151 454 1 1.5inch D1 0.47 F152 455 1 1.5inch D1 0.47 f Story3 F153 456 1 1.5inch D1 0.47 Story3 [ Story3 Story3 1 Story3 Story3 E Story3 Story3 F154 457 1 1.5inch D1 0.47 F155 458 11.5inch O 1 0.47 F156 459 1 1.5inch O 1 0.47 F157 460 1 1.5inch F158 O 1 0.47 461 1 1.5inch 01 0.47 F159 462 1 1.5inch 01 0.47 F160 463 1 1.5inch D1 0.47 Story3 F161 464 1 1.5inch 01 0.47 Page 161 of 201 Assignments 12/15/2017 Table 3.3 - Shell Assignments - Summary (continued) Story Label Unique Name r Section - T Diaphragm Axis Angle deg Added Mass Ib-s2/ft' Pier Story3 F162 465 1.5inch D1 0.47 !Story3 F163 1 467 1.5inch D1 0.47 Story3 I Story3 Story3 Story3 Story3 F164 1 468 1.5inch D1 0.47 F165 1 469 1.5inch D1 0.47 F166 1 470 1.5inch D1 0.47 F167 1 471 1.5inch D1 0.47 F168 1 472 1.5inch D1 0.47 Story3 Story3 I Story3 Story3 F179 1 335 1.5inch D1 0.47 F180 1 338 1.5inch D1 0.47 1 F181 1 340 1.5inch D1 0.47 F182 1 342 1.5inch D1 0.47 Story3 F183 1 344 1.5inch D1 0.47 Story3 F Story3 Story3 F184 1 346 1.5inch D1 0.47 F185 1 353 1.5inch D1 0.47 F186 1 356 1.5inch D1 0.47 L Story3 Story3 F187 1 358 1.5inch D1 0.47 F188 1 360 1.5inch D1 0.47 Story3 Story3 f Story3 Story3 [ Story3 Story3 F189 1 362 1.5inch D1 0.47 F190 375 F191 378 1.5inch D1 0.47 1.5inch D1 0.47 F192 1 381 1.5inch D1 0.47 F193 1 384 F194 1 387 1.5inch D1 0.47 1.5inch D1 0.47 Story3 Story3 r Story3 f Story3 F195 1 389 1.5inch D1 0.47 F196 1 393 1.5inch D1 0.47 F197 1 396 1.5inch Di 0.47 F198 I 442 1.5inch D1 0.47 Story3 Story3 F199 I 443 1.5inch D1 0.47 F200 1 452 1.5inch D1 0.47 Story3 F201 1 453 1.5inch D1 0.47 Story3 1 Story3 Story3 Story3 Story3 1 Story3 Story3 1 Story3 L Story3 Story3 Story3 Story3 F202 1 473 1.5inch D1 0.47 F203 1 475 1.5inch D1 0.47 F204 1 476 1.5inch D1 0.47 F205 1 477 1.5inch D1 0.47 F206 1 480 1.5inch D1 0.47 F207 1 481 1.5inch D1 0.47 F208 1 484 1.5inch D1 0.47 J F209 1 485 1.5inch D1 0.47 F210 1 486 1.5inch D1 0.47 F211 1 487 1.5inch D1 0.47 F212 1 488 1.5inch D1 0.47 Story3 Story3 F213 1 489 1.5inch D1 0.47 F214 1 490 1.5inch D1 0.47 F215 1 491 1.5inch D1 0.47 Page 162 of 201 Assignments 12/15/2017 Table 3.3 - Shell Assignments - Summary (continued) Story Label Unique Name Section Diaphragm Axis Angle deg Added Mass lb-sagt3 Pier Story3 Story3 Story3 Story3. Story3 L Story3 Story2 I Story2 Story2 Story2 Story2 1 Story2 Story2 L Story2 Story2 Story2 Story2 I Story2 Story2 L Story2 Story2 I Story2 Story2 Story2 Story2 I Story2 Story2 [ Story2 Story2 Story2 Story2 I Story2 Story2 Story2 Story2 Story2 Story2 r Story2 Story2 L Story2 Story2 1 Story2 Story2 I Story2 F216 F217 F218 F219 F220 F221 F21 F23 F25 F49 F74 F75 F76 F78 F79 F80 F82 F83 F2 F43 F46 F48 F50 F52 F55 F58 F59 F60 F131 F132 F133 F134 F135 F136 F137 F138 F139 F140 F141 F142 F143 F144 F145 F146 492 496 497 498 499 500 82 86 115 37 216 400 401 403 404 405 407 408 652 706 716 568 666 708 718 570 501 502 503 504 505 506 507 508 509 510 511 512 534 535 536 537 544 545 1.5inch 1.5inch 1.5inch 1.5inch 1.5inch 1.5inch 3.25inch 3.25inch 3.25inch 1.5inch 1.5inch 1.5inch 1.5inch 1.5inch 1.5inch 1.5inch 1.5inch 1.5inch 1.5inch 1.5inch 1.5inch 1.5inch 1.5inch 1.5inch 1.5inch 1.5inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch D1 D1 D1 D1 O 1 O 1 O 1 01 D1 01 O 1 01 O 1 01 O 1 01 01 D1 D1 O 1 O 1 D1 D1 O 1 O 1 01 O 1 D1 D1 D1 D1 D1 01 01 01 01 01 O 1 O 1 01 D1 D1 D1 O 1 Page 163 of 201 0.47 0.47 0.47 0.47 0.47 0.47 1.4 1.4 1.4 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.47 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1 Assignments 12/15/2017 Table 3.3 - Shell Assignments - Summary (continued) Story Label Unique Name Section Diaphragm Axis Angle deg Added Mass lb-s2/ft3 Pier Story2 Story2 Story2 Story2 Story2 I Story2 Story2 [ Story2 Story2 Story2 Story2 Story2 Story2 Story2 Story2 Story2 Story2 L Story2 Story2 [ Story2 Story2 r Story2 Story2 Story2 Story2 I Story2 Story2 r Story2 Story2 [ Story2 Story2 C Story2 Story2 I Story2 Story2 Story2 Story2 [ Story2 Story2 I Story2 Story2 Story2 Story2 I Story2 F151 F152 F153 F154 F155 F156 F157 F158 F159 F160 F161 F162 F163 F164 F165 F166 F167 F168 F194 F195 522 523 524 525 526 527 528 529 530 531 532 533 538 539 540 541 542 543 513 514 F196 F222 F223 F224 F225 F226 F227 F228 F229 F230 F231 F232 F233 F234 F235 F236 F237 F238 F239 F240 F241 F242 F243 F244 515 516 517 518 519 520 521 546 547 548 549 550 551 552 553 554 555 556 557 558 559 560 565 607 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 3.25inch 1.5inch Page 164 of 201 90 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 0.47 1 1 Assignments 12/15/2017 Table 3.3 - Shell Assignments - Summary (continued) Story Label Unique Name Section Diaphragm Axis Angle deg Added Mass lb-s2Mt3 Pier Story2 F245 609 1.5inch D1 90 0.47 Story2 Story2 F246 612 1.5inch 01 90 0.47 F247 637 1.5inch O 1 90 0.47 Story2 Story2 F248 650 1.5inch 01 90 0.47 F249 651 1.5inch D1 90 0.47 Story2 Story2 Story2 Story2 Story2 Story2 Story2 Story2 Story2 F250 665 1.5inch O 1 90 0.47 F251 667 1.5inch 01 90 0.47 1 F252 668 1.5inch 01 90 0.47 F253 693 1.5inch 01 90 0.47 F254 697 1.5inch 01 90 0.47 F255 703 1.5inch 01 90 0.47 F256 704 1.5inch 01 90 0.47 F257 705 1.5inch D1 90 0.47 F258 707 1.5inch 01 90 0.47 Story2 F259 709 1.5inch 01 90. 0.47 Story2_ F260 710 1.5inch 01 90 0.47 Story2 F261 711 1.5inch O 1 90 0.47 Story2 F262 Story2 F263 712 1.5inch O 1 90 0.47 713 1.5inch D1 90 0.47 Story2 F264 714 1.5inch D1 90 0.47 Story2 F265 715 1.5inch 01 90 0.47 1 Story2 F266 Story2 F267 I Story2 F268 Story2 F269 717 1.5inch O 1 90 0.47 719 1.5inch 01 90 0.47 720 1.5inch D1 90 0.47 721 1.5inch D1 90 0.47 Story2 F270 Story2 F271 Story2 F272 Story2 F273 722 723 1.5inch D1 90 0.47 1.5inch D1 90 0.47 724 1.5inch 01 90 0.47 725 1.5inch Story2 Story2 Story2 Story2 I Story2 Story2 I Story2 Story2 F274 726 1.5inch D1 D1 90 0.47 90 0.47 F275 727 1.5inch D1 90 0.47 F276 728 1.5inch D1 90 0.47 F277 729 1.5inch 01 90 0.47 F278 730 1.5inch D1 90 0.47 F279 731 1.5inch D1 90 0.47 1 F280 732 1.5inch 01 90 0.47 F281 733 1.5inch O 1 90 0.47 Story2 Story2 F Story2 Story2 Story2 F282 734 1.5inch 01 90 0.47 F283 735 1.5inch 01 90 0.47 F284 736 1.5inch O 1 90 0.47 F285 737 1.5inch O 1 90 0.47 Story2 Story2 F286 F287 738 1.5inch D1 90 0.47 739 1.5inch D1 90 0.47 F288 740 1.5inch 01 90 0.47 Page 165 of 201 Assignments 12/15/2017 Table 3.3 - Shell Assignments - Summary (continued) Story Label Unique Name 7 Section T Diaphragm Axis Angle deg Added Mass Ib-s2/ft Pier Story2 I Story2 Story2 F289 741 1.5inch D1 90 0.47 F290 F291 742 743 1.5inch D1 90 I 0.47 1.5inch D1 90 1 0.47 Story2 F292 744 1.5inch 01 90 1 0.47 Story2 f Story2 F293 745 1.5inch 01 90 1 0.47 F294 746 1.5inch 01 90 1 0.47 Story2 Story2 Story2 Story2 Story2 I Story2 Story2 [ Story2 Story2 I Story2 Story2 r Story2 Story2 I Story2 Story2 Story2 Story2 Story2 Story2 Story2 Story2 I Story2 Story2. L Story2 Story2 Story2 Story2 I Story2 Story2 Story2 Story2 Story2 Story2 L Story2 Story2 [ Story2 Story2 r Story2 F295 747 1.5inch D1 90 1 0.47 F296 F297 748 1.5inch 01 90 1 0.47 749 1.5inch O 1 90 1 0.47 F298 750 1.5inch 01 90 1 0.47 F299 751 1.5inch D1 90 1 0.47 F300 F301 • 752 1.5inch O 1 90 1 0.47 753 1.5inch D1 90 1 0.47 1 F302 754 1.5inch 01 90 1 0.47 F303 755 1.5inch O 1 90 1 0.47 F304 756 1.5inch F305 757 1.5inch 01 D1 90 1 0.47 90 1 0.47 F306 758 1.5inch D1 90 1 0.47 F307 759 1.5inch D1 90 I 0.47 F308 760 1.5inch D1 90 I 0.47 F309 F310 F311 F312 F313 761 762 763 764 765 1.5inch 1.5inch 1.5inch 1.5inch 1.5inch O 1 01 D1 D1 O 1 90 1 0.47 90 1 0.47 90 1 0.47 90 1 0.47 90 1 0.47 F314 766 1.5inch 01 90 1 0.47 F315 767 1.5inch D1 90 1 0.47 F316 768 1.5inch O 1 90 1 0.47 F317 769 1.5inch D1 90 1 0.47 F318 770 1.5inch O 1 90 1 0.47 F319 771 1.5inch O 1 90 1 0.47 F320 772 1.5inch 01 90 1 0.47 F321 773 1.5inch 01 90 1 0.47 F322 774 1.5inch 01 90 1 0.47 F323 775 1.5inch D1 90 1 0.47 F324 776 1.5inch O 1 90 1 0.47 F325 777 1.5inch D1 F326 778 1.5inch D1 90 0.47 90 0.47 F327 779 1.5inch 01 90 1 0.47 F328 780 1.5inch D1 90 1 0.47 F329 781 1.5inch O 1 90 1 0.47 F330 782 1.5inch D1 90 1 0.47 F331 783 1.5inch D1 90 1 0.47 F332 784 1.5inch D1 90 1 0.47 Page 166 of 201 Assignments 12/15/2017 Table 3.3 - Shell Assignments - Summary (continued) Story Label Unique Name Section Diaphragm Axis Angle deg Added Mass Ib-s2/ft' Pier Story2 F333 785 1.5inch D1 90 0.47 Story2 Story2 Story2 Story2 F334 786 1.5inch D1 90 1 0.47 F335 787 1.5inch D 1 90 1 0.47 F336 788 1.5inch D1 90 i 0.47 F337 1 Story2 F338 Story2 Story2 Story2 789 1.5inch D1 90 1 0.47 1 790 1.5inch F339 791 1.5inch D1 D1 90 1 0.47 90 1 0.47 F340 792 1.5inch D 1 90 1 0.47 F341 793 1.5inch D 1 I Story2 F342 Story2 794 1.5inch. D1 90 0.47 90 0.47 F343 I Story2 F344 Story2 795 1.5inch D1 796 1.5inch D1 90 0.47 90 0.47 F345 rStory2 F346 Story2 797 1.5inch D 1 90 I 0.47 798 1.5inch D1 90 1 0.47 F347 799 1.5inch D 1 90 I 0.47 l Story2 F348 800 1.5inch D1 90 I 0.47 Story2 F349 801 1.5inch D1 90 I 0.47 Story2 Story2 Story2 Story2 F350 802 1.5inch D1 90 I 0.47 F351 803 1.5inch D1 90 I 0.47 F352 F353 Story2 F354 804 1.5inch D1 90 1 0.47 805 1.5inch D1 90 I 0.47 806 1.5inch D1 90 1 0.47 Story2 F355 [ Story2 F356 807 1.5inch D 1 90 I 0.47 808 1.5inch D1 90 1 0.47 Story2 F357 L Story2 F358 Story2 F359 809 1.5inch D1 90 I 0.47 810 1.5inch D 1 90 I 0.47 811 1.5inch D 1 90 I 0.47 L Story2 F360 Story2 F361 Story1 F17 Story1 F21 812 1.5inch 01 90 I 0.47 813 1.5inch D1 90 I 0.47 98 3.25inch D1 1.4 102 3.25inch D 1 1.4 Storv1 F23 104 3.25inch D1 1.4 Storv1 F25 I Story1 F30 Story1 F31 I Story1 F32 106 3.25inch D1 1.4 1 111 3.25inch D1 1.4 112 3.25inch D1 1.4 113 3.25inch D1 1.4 Story1 F2 3 2.5inch D1 1.4 Story1 F42 6 2.5inch D1 1.4 Story1 Story1 Story1 Story1 Story1 Storv1 F43 9 2.5inch D 1 1.4 F44 13 2.5inch D1 1.4 F46 18 2.5inch D 1 1.4 F47 33 2.5inch D1 1.4 F48 36 2.5inch 131 1.4 F50 45 2.5inch D 1 1.4 Page 167 of 201 Assignments 12/15/2017 Table 3.3 - Shell Assignments - Summary (continued) Story Label Unique Name Section Diaphragm Axis Angle deg Added Mass lb-sqft3 Pier Storyl F51 49 2.5inch D1 1.4 Storyl Storyl F52 F54 52 2.5inch D1 1.4 56 2.5inch D1 1.4 I Storyl Storyl Storyl Storyl I Storyl F55 58 2.5inch D1 1.4 F56 59 2.5inch D1 1.4 Storyl Storyl Storyl Storyl Storyl L Storyl Storyl F58 62 2.5inch D1 1.4 F59 F60 F131 63 79 99 3.25inch 3.25inch 3.25inch O 1 D1 01 F132 136 3.25inch 01 1.4 F133 138 3.25inch D1 1.4 F134 140 3.25inch 01 1.4 F135 142 3.25inch D1 1.4 F136 F137 147 3.25inch 01 1.4 149 3.25inch [Story1 F138 150 3.25inch Storyl F139 153 3.25inch I Storyl F140 160 3.25inch Storyl F141 169 3.25inch Storyl F142 172 3.25inch Storyl F143 173 3.25inch `Storyl F144 175 3.25inch Storyl F145 179 3.25inch I Storyl F146 219 3.25inch Storyl F147 224 3.25inch Storyl F148 229 3.25inch Storyl F149 233 3.25inch Storyl F150 235 3.25inch Storyl F151 236 3.25inch Storyl F152 239 3.25inch Storyl F153 242 3.25inch I Storyl F154 244 3.25inch Storyl F155 245 3.25inch Storyl F156 246 3.25inch Storyl F157 250 3.25inch Storyl r F158 255 3.25inch Storyl F159 259 3.25inch Storyl F160 261 3.25inch Storyl F161 264 3.25inch I Storyl F162 271 3.25inch Storyl F163 274 3.25inch rStory l F164 ' 278 3.25inch Storyl F165 281 3.25inch r Storyl F166 283 3.25inch O 1 1.4 01 1.4 D1 1.4 01 1.4 D1 1.4 D1 1.4 D1 1.4 D1 1.4 D1 1.4 D1 1.4 D1 1.4 D1 1.4 O 1 1.4 O 1 1.4 O 1 1.4 01 1.4 D1 1.4 1 01 1.4 O 1 1.4 O 1 1.4 D1 1.4 D1 1.4 D1 1.4 D1 1.4 D1 1.4 D1 1.4 D1 1.4 01 1.4 D1 1.4 O 1 1.4 Page 168 of 201 Assignments 12/15/2017 Table 3.3 - Shell Assignments - Summary (continued) ` Story Label Unique Name Section Diaphragm . Axis Angle deg Added Mass Ib-s'/ft Pier Story1 F167 284 I Story1 F168 288 Story1 F169 Story1 F170 291 3.25inch D1 1.4 3.25inch D1 1.4 3.25inch D1 1.4 296 .3.25inch D1 1.4 Story1 F171 303 I Story1 F172 309 Story1 F173 314 3.25inch D1 1.4 3.25inch D1 1.4 3.25inch D1 1.4 Storv1 F174 319 3.25inch 01 1.4 1 Story1 F175 Storyl ; F176 Story1 F177 Storvl F178 325 3.25inch 01 1.4 330 3.25inch D 1 1.4 331 3.25inch D 1 1.4 333 3.25inch D1 1.4 Page 169 of 201 Loads 12/15/2017 4 Loads This chapter provides loading information as applied to the model. 4.1 Load Patterns 4.2 Auto Seismic Loading Table 4.1 - Load Patterns dead Dead Live Live Snow Snow [SeismicX Seismic 0 ASCE 7-10 SeismicY Seismic 0 ASCE 7-10 Page 170 of 201 Loads 12/15/2017 ASCE 7-10 Auto Seismic Load Calculation This calculation presents the automatically generated lateral seismic loads for load pattern SeismicX according to ASCE 7-10, as calculated by ETABS. Direction and Eccentricity Direction = Multiple Eccentricity Ratio = 5% for all diaphragms Structural Period Period Calculation Method = Program Calculated Coefficient, C1 [ASCE Table 12.8-2] C, = 0.028ft Coefficient, x [ASCE Table 12.8-2] x = 0.8 Structure Height Above Base, h n ha= 39.5 ft Long -Period Transition Period, T1 [ASCE T� - 8 sec 11.4.5] Factors and Coefficients Response Modification Factor, R [ASCE Table 12.2-1] System Overstrength Factor, 00 [ASCE Table 12.2-1] Deflection Amplification Factor, Cd [ASCE Table 12.2-1] Importance Factor, I [ASCE Table 11.5-1] / = 1.25 Ss and S1 Source = User Specified Mapped MCE Spectral Response Acceleration, S S [ASCE 11.4.1] Mapped MCE Spectral Response Acceleration, S 1 [ASCE 11.4.1] Site Class [ASCE Table 20.3-1]= D - Stiff Soil Site Coefficient, Fa [ASCE Table 11.4-1] Fa = 1 Site Coefficient, F„ [ASCE Table 11.4-2] F, = 1.5 R=4 n0=2.5 C,1=4 Ss= 1.488g S, = 0.557g Seismic Response MCE Spectral Response Acceleration, S Ms [ASCE 11.4.3, Eq. 11.4-1] MCE Spectral Response Acceleration, S M1 [ASCE 11.4.3, Eq. 11.4-2] Design Spectral Response Acceleration, S DS [ASCE 11.4.4, Eq. 11.4-3] Design Spectral Response Acceleration, S Di [ASCE 11.4.4, Eq. 11.4-4] SMS=Fa Ss SM, = F, S, SDS c 3 MS Sol =2 SM1 Page 171 of 201 SMS = 1.488g SM,=0.8355g SDs = 0.992g SD,=0.557g Loads 12/15/2017 Equivalent Lateral Forces Seismic Response Coefficient, C s [ASCE 12.8.1.1, Eq. 12.8-2] [ASCE 12.8.1.1, Eq. 12.8-3] [ASCE 12.8.1.1, Eq. 12.8-5] [ASCE 12.8.1.1, Eq. 12.8-6] Calculated Base Shear Applied Story Forces SDS Cs=(R) SD, Cs,ma, = T (F ) Cs,mn = max (0.044 SDs 1,0.01 ) = 0.05456 S, Cs,m,n=0.5 (` (R) for S, = 0.6g 1 Cs„,,= `mss = Cs,ma, Direction Period (sec) Ca W (k p) (kip) V (kip) X 0.09 0.31 2216.8016 687.2085 Y 0.09 0.31 2216.8016 687.2085 X + Ecc. Y 0.09 0.31 2216.8016 687.2085 Y + Ecc. X 0.09 0.31 2216.8016 687.2085 X - Ecc. Y 0.09 0.31 2216.8016 687.2085 Y - Ecc. X 0.09 0.31 2216.8016 687.2085 Page 172 of 201 Loads 12/15/2017 Lateral Load to Stories - X Story35.706kip Story2 Story1 Base 3.1.611kip 99.891ki 0 50 100 150 200 250 300 350 400 Force, kip Story Elevation ft X -Dir kip Y -Dir kip Story3 39.5 95.706 0 Story2 26 391.611 0 Story1 13 199.891 0 Base 0 0 0 Page 173 of 201 Story3 Lateral Load to Stories - Y Story2 6kip Story1 -< Base 391.6 1kip 99.891 kip 0 50 100 150 200 250 300 350 400 Force, kip Story Elevation ft X -Dir kip Y -Dir kip Story3 39.5 0 95.706 Story2 26 0 391.611 Story1 13 0 199.891 Base 0 0 0 Loads 12/15/2017 ASCE 7-10 Auto Seismic Load Calculation This calculation presents the automatically generated lateral seismic loads for load pattern SeismicY according to ASCE 7-10, as calculated by ETABS. Direction and Eccentricity Direction = Multiple Eccentricity Ratio = 5% for all diaphragms Structural Period Period Calculation Method = Program Calculated Coefficient, Ct [ASCE Table 12.8-2] C, = 0.028ft Coefficient, x [ASCE Table 12.8-2] x = 0.8 Structure Height Above Base, h n h� = 39.5 ft Long -Period Transition Period, TL [ASCE 11.4.5] Factors and Coefficients Response Modification Factor, R [ASCE Table 12.2-1] System Overstrength Factor, 120 [ASCE Table 12.2-1] Deflection Amplification Factor, Cd [ASCE Table 12.2-1] Importance Factor, I [ASCE Table 11.5-1] Ss and S1 Source = User Specified Mapped MCE Spectral Response Acceleration, S s [ASCE 11.4.1] Mapped MCE Spectral Response Acceleration, S 1 [ASCE 11.4.1] Site Class [ASCE Table 20.3-1] = D - Stiff Soil Site Coefficient, Fa [ASCE Table 11.4-1] F = 1 Site Coefficient, Fv [ASCE Table 11.4-2] F, = 1.5 Seismic Response MCE Spectral Response Acceleration, S Ms [ASCE 11.4.3, Eq. 11.4-1] MCE Spectral Response Acceleration, S M1 [ASCE 11.4.3, Eq. 11.4-2] Design Spectral Response Acceleration, 2 S Ds [ASCE 11.4.4, Eq. 11.4-3] SDS - 3 JMS Design Spectral Response Acceleration,_ 2 S Di [ASCE 11.4.4, Eq. 11.4-4] SD1 3 SM, =8sec R=4 no=2.5 C, = 4 / = 1.25 Ss= 1.488g S, = 0.557g SMS=F Ss SM, = F, S, Page 174 of 201 SMS = 1.488g SM,=0.8355g S0 = 0.992g Sp,=0.557g Loads 12/15/2017 Equivalent Lateral Forces Seismic Response Coefficient, C s [ASCE 12.8.1.1, Eq. 12.8-2] [ASCE 12.8.1.1, Eq. 12.8-3] [ASCE 12.8.1.1, Eq. 12.8-5] [ASCE 12.8.1.1, Eq. 12.8-6] Calculated Base Shear Applied Story Forces SDS Cs=(R) 1 SD1 Cs,max=R T() 1 Cs,m,n = max (0.044 SDs 1,0.01 ) = 0.05456 S, Cs,,,,,=0.5(R)for S1=0.6g 1 Cs„,„, < Cs < Cs,max Direction Peri(e Used Cs (k p) (kV X 0.09 0.31 2216.8016 687.2085 Y 0.09 0.31 2216.8016 687.2085 X + Ecc. Y 0.09 0.31 2216.8016 687.2085 Y + Ecc. X 0.09 0.31 2216.8016 687.2085 X - Ecc. Y 0.09 0.31 2216.8016 687.2085 Y - Ecc. X 0.09 0.31 2216.8016 687.2085 Page 175 of 201 Loads 12/15/2017 Lateral Load to Stories - X Story3 95-706kip Story2 3 91.6' Storyl Base 0 99.891ki 1 kip 50 100 150 200 250 300 350 400 Force, kip Story Elevation ft X -Dir kip Y -Dir kip Story3 39.5 95.706 0 Story2 26 391.611 0 Storyl 13 199.891 0 Base 0 0 0 Page 176 of 201 Lateral Load to Stories - Y 1 kip 0 50 100 150 200 250 300 350 400 Force, kip Story Elevation ft X -Dir kip Y -Dir kip Story3 39.5 0 95.706 Story2 26 0 391.611 Storyl 13 0 199.891 Base 0 0 0 Loads 4.3 Functions 4.3.1 Response Spectrum Functions Table 4.4 - Response Spectrum Function - ASCE 7-10 12/15/2017 Name Period sec Acceleration Damping Ss S1 TL sec Site Class Fa Fv SDS SD1 ASCE 7-10 [ASCE 7-10 ASCE 7-10 I ASCE 7-10 ASCE 7-10 I ASCE 7-10 ASCE 7-10 [ ASCE 7-10 ASCE 7-10 [ ASCE 7-10 ASCE 7-10 0 0.3968 5 1.488 0.557 8 D 1.5 0.992 0.557 0.112 0.992 0.561 0.992 0.8 0.69625 1 0.557 1.2 0.464167 1.4 0.397857 J 1.6 0.348125 1.8 0.309444 2 0.2785 2.5 0.2228 I ASCE 7-10 ASCE 7-10 3 0.185667 3.5 0.159143 ASCE 7-10 4 0.13925 ASCE 7-10 ASCE 7-10 ASCE 7-10 [-ASCE 7-10 ASCE 7-10 E ASCE 7-10 ASCE 7-10 I ASCE 7-10 ASCE 7-10 [ASCE 7-10 ASCE 7-10 ASCE 7-10 4.5 0.123778 5 0.1114 5.5 0.101273 6 0.092833 6.5 0.085692 7 0.079571 7.5 0.074267 8 0.069625 8.5 0.061675 9 0.055012 9.5 0.049374 10 0.04456 4.4 Load Cases Table 4.5 - Load Cases - Summary Name Type Dead Linear Static Live Linear Static Snow [ SeismicX SeismicY [ SeismicX ELF SeismicY ELF Linear Static Response Spectrum Response Spectrum Linear Static Linear Static Page 177 of 201 1 Analysis Results 5 Analysis Results This chapter provides analysis results. 5.1 Structure Results Table 5.1 - Base Reactions 12/15/2017 Load FX FY FZ MX MY MZ `X Y Z Case/Combo kip kip kip kip -ft kip -ft " kip -ft ft ft ft Dead 0 0 1846.89 123001.5715 -144560.3279 Live Snow SeismicX Max SeismicY Max 0 0 0 0 0 0 0 0 0 0 '-0-1 0 0 0 0 0 0 0 642.046 135.553 135.553 699.211 0 0 3964.2467 15757.8348 15513.6655 3948.6052 44963.3624 63032.8754 Table 5.2 - Centers of Mass and Rigidity 0 0 0 0 0 0 0 0 Story Diaphragm Mass X lb -s /ft Mass Y XCM lb -Oft ft YCM ft Cumulative X Ib-s'/ft Cumulative Y lb-s2/ft T XCCM ft YCCM ft XCR ft YCR ft Story3 01 Story2 Storyl 01 01 0 0 0 0 0 0 27.4448 83.8051 23.3263 80.5964 63.0036 57.742 0 0 0 0 0 0 Table 5.3 - Diaphragm Center of Mass Displacements 0 0 0 0 0 Story Diaphragm Load Case/Combo UX in UY in RZ Point rad X ft ! Y Z 1 ft ft Story3 01 Dead -5.6E-05 0.001312 1E-06 6 27.4448 80.5964 39.5 Story3 D1 Live 0 0 0 6 27.4448 80.5964 _ 39.5 • Story3 D1 Snow 0 0 0 6 27.4448 80.5964 39.5 L Story3 01 SeismicX Max 0.125599 0.022489 0.00034 6 27.4448 80.5964 39.5 j Story3 D1 SeismicY Max 0.043959 0.043467 7.3E-05 6 27.4448 80.5964 39.5 Story2 01 Dead -0.000114 0.000497 -1.574E-07 9 83.8051 63.0036 26 Story2 D1 Live 0 0 0 9 83.8051 63.0036 26 [Story2 01 Snow 0 0 0 9 83.8051 63.0036 26 T Story2 D1 SeismicX Max 0.053147 0.049157 9.2E-05 9 83.8051 63.0036 26 7tory2 01 SeismicY Max 0.024415 0.188315 0.000205 9 83.8051 63.0036 26 7 Storyl 01 Dead -0.000127 0.000234 -1E-06 14 23.3263 57.742 13 L Storyl 01 Live 0 0 0 14 23.3263 57.742 131 Storyl 01 Snow 0 0 0 14 23.3263 57.742 13 I Storyl 01 SeismicX Max 0.021366 0.003768 3.1E-05 14 23.3263 57.742 13 , Storyl 01 SeismicY Max 0.009773 0.005645 7.3E-05 14 23.3263 57.742 13 5.2 Story Results Table 5.4 - Story Max/Avg Displacements Story Load Case/Combo Direction Maximum in Average in -Ratio Story3 Story3 Story2 Dead Dead X 0.001308 0.00023 5.677 Y 0.001551 0.001197 1.296 Dead X 0.000689 Page 178 of 201 8.8E-05 7.853 Analysis Results Table 5.4 - Story Max/Avg Disp acements (continued) Story Load CaselCombo Direction Maximum in.. ; Average in Ratio Story2 Storyl Storyl Story3 Story3 I Story2 Story2 [ Storyl Storyl Story3 Story3 Story2 Storyl Dead Y 0.000873 0.000261 3.343 Dead X 0.000356 2.7E-05 13.145 Dead Y 0.000463 0.000201 2.304 SeismicX Max SeismicX Max X Y 0.400169 0.208826 1.916 0.057883 0.035019 1.653 SeismicX Max X 0.07685 0.041845 1.837 SeismicX Max Y 0.133196 0.067632 1.969 SeismicX Max X 0.021171 0.012852 1.647 SeismicX Max Y 0.028663 SeismicY Max X 0.073627 SeismicY Max Y 0.048272 0.01524 1.881 0.040526 1.817 , 0.03481 1.387 SeismicY Max Y 0.823807 0.416046 1.98 SeismicY Max X 0.007851 0.004822 1.628 Storyl SeismicY Max Y 0.045926 0.024884 1.846 Table 5.5 - Story Drifts Story Load CaselCombo Direction Drift Label VX kip VY kip T kip -ft MX kip -ft CasLoad elCombo ft ft ft Story3 Dead X 5E-06 12 0 0 Story3 Story3 L Story3 Story3 Dead Y 5E-06 53 60.5 77 SeismicX Max SeismicX Max SeismicY Max X 0.002189 46 0 90 39.5 39.5 1 39.5 Y 0.000236 53 60.5 77 X 0.00044 46 0 90 39.5 39.5 1 Story3 Story2 I Story2 Story2 I Story2 Story2 Story2 Storyl Storyl Storyl 1 Storyl Storyl SeismicY Max Y 0.000243 12 0 0 39.5 Dead X 4E-06 15 30.5 23 26 Dead Y 5E-06 13 30.5 0 26 SeismicX Max X 0.003822 110 171 51.17 26 SeismicX Max Y 0.000878 248 143.17 23 26 SeismicY Max X 0.001659 23 171 51 SeismicY Max Y 0.003287 233 88.17 23 Dead X 2E-06 1 8 111 26 26 J 13 Dead Y 3E-06 122 32.875 23 SeismicX Max X 0.003914 110 171 51.17 SeismicX Max Y 0.000959 550 147.25 23 SeismicY Max X 0.001713 I Storyl SeismicY Max Y 0.005654 23 171 51 163 101 23 13 I 13 13 j 13 13 Table 5.6 - Story Forces 12/15/2017 Story Load CaselCombo Location P kip VX kip VY kip T kip -ft MX kip -ft MY kip -ft Story3 Dead Top 0 0 0 0 0 5.099E-07 I Story3 Story3 Dead Bottom 344.624 0.013 0.001 -0.8759 26914.8603 -24361.6551 Live Top 0 0 0 0 0 0 Story3 Live Bottom 0 0 0 0 0 0 Story3 Snow Top 0 0 0 Page 179 of 201 0 0 0 Analysis Results Table 5.6 - Story Forces (continued) 12/15/2017 Story Load Location P VX VY T MX MY MZ Case/Combo Label kip kip kip kip -ft kip -ft kip -ft Story3 Story3 Story3 Story3 Story3 Story2 Story2 Story2 Story2 Story2 Story2 Story2 Story2 Story2 Story2 Story1 Story1 I Story1 Story1 Story1 Story1 Story1 Story1 Snow Bottom 0 0 0 0 0 0 SeismicX Max Top 0 138.127 43.101 9154.9928 1.108E-05 1.067E-06 SeismicX Max Bottom 2.152E-05 135.454 43.095 9003.8191 581.7816 1828.6292 SeismicY Max Top 0 52.334 138.172 7308.235 1.087E-05 2.149E-06 SeismicY Max Bottom 1.572E-05 51.849 138.147 7297.0334 1864.9863 699.9686 Dead Top 343.955 0.007 0.003 -0.2769 26863.8344 -24360.854 Dead Bottom 1124.618 0.007 0.006 -0.2132 76639.7706 -87568.0539 Live Top 0 0 0 0 0 0 Live Bottom 0 0 0 0 0 0 Snow Top 0 0 0 0 0 0 Snow Bottom 0 0 0 0 0 SeismicX Max Top 1.609 459.911 134.878 34500.9111 494.2457 SeismicX Max Bottom 3.121 459.907 134.869 34500.8434 2233.2574 SeismicY Max Top 1.896 126.055 428.209 34984.2905 1739.5039 SeismicY Max Bottom 2.512 126.053 428.147 34984.0691 6808.1126 0 1831.1993 , 7369.1172 698.0788 2236.6872 Dead Dead Top 1122.52 -0.003 -0.0002162 0.2689 76450.0956 -87559.7852 Bottom 1841.543 -0.003 -0.0002162 0.2689 122491.1074 Live Live Top Bottom 0 0 0 0 0 0 0 0 0 0 Snow Top 0 0 0 0 0 Snow Bottom 0 0 0 0 0 -144530.4024 0 0 0 1 J 0 SeismicX Max SeismicX Max Top 4.246 641.726 135.554 44941.1742 Bottom 4.246 641.726 135.554 44941.1742 1984.4036 3685.0198 7376.7156 J 15493.6797 I Story1 SeismicY Max Top 8.7 135.635 699.196 63036.3159 Story1 SeismicY Max 5.3 Point Results Bottom 8.7 135.635 699.196 63036.3159 Table 5.7 - Joint Reactions 6238.0154 15089.2507 2250.0986 3941.4122 Story Joint Unique Load FX FY FZ MX MY MZ Label Name Case/Combo kip kip kip kip -ft kip -ft kip -ft Base Base Base Base Base 2 I Base 3 2 648 Dead -1.91 0.001 14.535 0 0 0 2 648 Live 0 0 0 0 0 0 2 648 Snow 0 0 0 0 0 0 2 648 SeismicX Max 4.717 1.037 25.664 0 0 0 648 SeismicY Max 2.669 1.547 16.949 0 0 0 7 Dead -2.92 -1.833 39.191 0 0 Base Base Base Base 3 7 Live 0 0 0 0 0 0 7 Snow 0 0 0 0 0 0 3 7 SeismicX Max 9.664 3.379 44.916 0 0 0 3 7 SeismicY Max 9.063 15.798 100.821 0 0 0 Base 4 636 Dead -1.196 0.0004473 9.737 0 0 0 Base 4 636 Live 0 0 0 0 0 0 Base 4 636 Snow 0 0 0 0 0 0 Base 4 636 SeismicX Max 3.001 1.204 21.765 0 0 Base 4 636 SeismicY Max 0.852 1.749 Page 180 of 201 5.95 0 0 0 j 0 Analysis Results Table 5.7 - Joint Reactions (continued) 12/15/2017 Story Joint Unique Load FX FY FZ MX MY MZ Label Name Case/Combo kip kip kip kip -ft kip -ft kip -ft Base IBase Base IBase Base 1 Base Base 1 Base Base Base Base r Base Base Base Base f Base Base I Base Base f Base Base I Base Base I Base Base lBase Base [ Base Base f Base Base EBase Base l Base Base 1 Base Base 1 Base Base IBase Base I Base Base 1 Base Base 649 649 649 649 649 24 24 24 24 24 29 29 29 29 29 5 5 5 5 5 12 12 12 12 12 28 Dead Live Snow SeismicX Max SeismicY Max Dead Live Snow SeismicX Max SeismicY Max Dead Live -1.178 0 0 5.732 3.43 -0.763 0 0 9.542 16.499 0.565 0 -0.001 0 0 1.612 3.771 0.007 0 0 0.216 0.29 2.982 0 5.27 0 0 21.642 12.4 17.067 0 0 46.22 99.345 48.096 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Snow SeismicX Max SeismicY Max Dead Live Snow SeismicX Max SeismicY Max Dead Live Snow SeismicX Max SeismicY Max Dead 0 8.783 10.558 3.714 0 0 57.354 23.348 -1.742 0 0 61.976 21.554 -3.463 0 37.099 83.079 0.008 0 0 0.041 0.097 0.003 0 0 0.037 0.045 0.468 0 93.647 134.825 50.431 0 0 123.171 74.571 57.016 0 0 37.813 17.532 50.412 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28 28 28 28 3 3 3 3 3 35 35 35 35 35 42 42 42 42 42 Live Snow SeismicX Max SeismicY Max Dead Live Snow SeismicX Max SeismicY Max Dead Live Snow SeismicX Max SeismicY Max Dead Live Snow SeismicX Max SeismicY Max 0 0 21.161 8.927 3.658 0 0 27.017 18.96 -3.483 0 0 25.789 10.294 1.831 0 0 19.174 8.063 0 0 19.67 27.98 -3.933 0 0 17.555 29.644 -3.47 0 0 35.891 85.417 2.462 0 0 12.749 24.46 Page 181 of 201 0 0 63.222 61.884 64.563 0 0 92.011 167.354 76.782 0 0 114.941 207.673 35.571 0 0 73.529 42.595 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0 0 0 0 0 01 0 0-� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Analysis Results Table 5.7 - Joint Reactions (continued) 12/15/2017 Story Joint Label Unique Name Load Case/Combo FX kip FY kip FZ kip MX kip -ft , MY kip -ft MZ kip -ft Base 13 43 Dead -3.254 4.642 69.864 0 0 0 1_ Base 13 43 Live 0 0 0 0 0 0 Base 13 43 Snow 0 0 0 0 0 0 C Base 13 43 SeismicX Max 24.619 31.691 124.335 0 0 0 Base 13 43 SeismicY Max 11.478 30.746 57.873 0 0 0 Base 15 53 Dead 3.411 -2.766 74.653 0 0 0 Base 15 53 Live 0 0 0 0 0 0 t Base 15 53 Snow 0 0 0 0 0 0 Base 15 53 SeismicX Max 7.878 34.258 110.121 0 0 0 I Base 15 53 SeismicY Max 2.68 34.446 77.055 0 0 0 Base 16 166 Dead -2.967 0.004 19.092 0 0 0 I Base 16 166 Live 0 0 0 0 0 0 Base 16 166 Snow 0 0 0 0 0 0 [ Base 16 166 SeismicX Max 5.644 1.36 26.626 0 0 0 Base 16 166 SeismicY Max 2.285 7.571 10.154 0 0 0 Base 17 54 Dead -1.16 -0.001 4.75 0 0 0 1 Base 17 54 Live 0 0 0 0 0 0 1 Base 17 54 Snow 0 0 0 0 0 0 j Base 17 54 SeismicX Max 4.682 1.637 16.403 0 0 0 [ Base 17 54 SeismicY Max 1.913 3.695 6.563 0 0 0 I Base 18 61 Dead -0.523 0.001 8.941 0 0 0 { Base 18 _ - 18 61 61 Live 0 0 0 0 0 0 Base _ Snow 0 0 0 0 0 0 1 Base 18 61 SeismicX Max 1.65 1.05 17.752 0 0 0 0 Base 18 61 SeismicY Max 0.39 1.593 4.291 0 0 L Base 19 62 62 Dead Live -0.852 0.001 12.573 0 0 0 Base 19 0 0 0 0 0 0 Base 19 62 Snow 0 0 0 0 0 0 j Base 19 62 SeismicX Max 2.575 0.937 22.919 0 0 0 0 ] 0 1 Base 19 62 SeismicY Max 0.796 1.83 8.56 0 0 Base 20 76 Dead -2.166 1.654 37.93 0 0 r Base 20 76 Live 0 0 0 0 0 0 Base 20 76 Snow 0 0 0 0 0 0 I Base 20 76 SeismicX Max 9.927 3.57 49.868 0 0 0 Base 20 76 SeismicY Max 5.407 15.204 84.157 0 0 0 [ Base 22 2 Dead -2.161 0.005 16.585 0 0 0 I Base 22 2 Live 0 0 0 0 0 0 I Base 22 2 Snow 0 0 0 0 0 0 0 Base 22 2 SeismicX Max 13.692 0.036 40.747 0 0 [ Base 22 2 SeismicY Max 9.977 0.037 18.657 0 0 0 Base 14 38 Dead 4.299 -2.185 55.759 0 0 0 L Base 14 38 Live 0 0 0 0 0 0 Base 14 38 Snow 0 0 0 0 0 0 1 Base 14 38 SeismicX Max 12.766 13.823 67.965 0 0 0 , Base 14 38 SeismicY Max 8.718 20.295 29.906 0 0 0 Page 182 of 201 Analysis Results Table 5.7 - Joint Reactions (continued) 12/15/2017 ` Story Joint Label 1 Unique Name Load Case/Combo FX kip FY kip FZ kip MX kip -ft MY kip -ft - MZ kip -ft Base 23 60 Dead 0.0004186 -1.143 17.566 0 0 0 IBase Base IBase Base 23 60 Live 0 0 0 0 0 0 23 60 Snow 0 0 0 0 0 23 60 SeismicX Max 8.296 3.942 15.205 0 0 23 60 SeismicY Max 4.727 14.749 63.044 0 0 0 01 0 IBase Base 26 74 Dead 0.0001722 -1.341 16.844 0 0 0 26 74 Live 0 0 0 0 0 0 I Base 26 74 Snow 0 0 0 0 0 0 Base. rBase Base 26 74 SeismicX Max 6.576 1.612 7.33 0 0 0 26 74 SeismicY Max 0.561 11.261 55.534 0 0 0 29 89 Dead 0.003 -3.019 33.823 0 0 0 Base 29 89 Live 0 0 0 0 0 0 Base 29 89 Snow 0 0 0 0 0 0 [ Base Base 29 89 SeismicX Max 0.166 15.107 33.299 0 0 0 29 89 SeismicY Max 0.214 27.934 48.193 0 0 0 Base 31 93 Dead 0.005 -2.853 35.075 0 0 0 Base 31 93 Live 0 0 0 0 0 0 IBase Base 31 93 Snow 0 0 0 0 0 0 31 93 SeismicX Max 0.159 13.853 18.5 0 0 IBase Base ` Base 31 93 SeismicY Max 0.099 30.194 45.552 0 32 98 Dead 0.003 -1.375 27.938 0 32 98 Base Base Base 32 98 Live Snow 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 32 98 SeismicX Max 0.108 14.986 23.962 0 0 32 98 I Base Base 52 242 SeismicY Max Dead 0.044 26.732 46.538 0 0 1 0 0.144 0.002 3.482 0 0 52 242 Live 0 0 0 0 0 Base Base E Base Base LBase Base 1 Base Base [ Base Base 1 Base Base IBase Base Base Base Base Base 52 242 52 242 Snow 0 0 0 0 0 SeismicX Max 11.365 0.285 2.731 0 0 0 0 0� 0 52 242 SeismicY Max 4.623 1.086 1.076 0 0 0 53 270 Dead 0.001 -3.821 E-05 0.009 0 0 0 53 270 Live 0 0 0 0 53 270 Snow 0 0 0 0 0 0 53 270 53 270 SeismicX Max SeismicY Max 0.134 0.007 0.314 0 0 0 0.167 0.013 0.288 0 0 0 54 261 Dead 0.0001101 0.0001102 0.008 0 0 0 54 261 Live 0 0 0 0 0 0 54 261 Snow 0 0 0 0 0 0 54 261 SeismicX Max 0.113 0.001 0.109 0 0 0 54 261 SeismicY Max 0.093 0.003 0.183 0 0 55 237 Dead 0.001 -0.0003801 0.033 0 0 0 0 55 237 Live 0 0 0 0 0 0 55 237 Snow 0 0 0 0 0 0 55 237 SeismicX Max 0.131 0.003 0.177 0 0 0 55 237 SeismicY Max 0.103 0.002 Page 183 of 201 0.171 0 0 0 Analysis Results Table 5.7 - Joint Reactions (continued) 12/15/2017 Story Joint Unique Load FX FY FZ MX MY MZ Label Name Case/Combo kip kip kip kip -ft kip -ft kip -ft Base Base Base Base Base I Base Base [ Base Base Base Base [ Base Base L Base Base [ Base Base r Base Base Base Base [ Base Base L Base Base Base Base rBase 59 59 59 59 59 63 63 63 63 63 68 68 68 68 68 207 207 207 207 207 209 209 209 209 209 211 211 211 Base 211 [ Base 211 Base [ Base Base Base Base L Base Base I Base Base Base Base Base Base IBase Base 213 213 213 213 213 215 215 215 215 215 217 217 217 217 217 991 991 991 991 991 992 992 992 992 992 136 136 136 136 136 390 390 390 390 390 391 391 391 391 391 400 400 400 400 400 401 401 401 401 401 410 410 410 410 410 411 411 411 411 411 Dead Live Snow SeismicX Max SeismicY Max Dead Live Snow SeismicX Max SeismicY Max Dead Live Snow SeismicX Max SeismicY Max Dead Live Snow SeismicX Max SeismicY Max Dead Live Snow SeismicX Max SeismicY Max Dead Live Snow SeismicX Max SeismicY Max Dead Live Snow SeismicX Max SeismicY Max Dead Live Snow SeismicX Max SeismicY Max Dead Live Snow SeismicX Max SeismicY Max 0.381 0 0 23.04 9.777 -0.694 0 0 26.279 18.332 -0.006 0 0 0.225 0.186 0.001 0 0 3.707 2.23 -0.008 0 0 3.221 3.539 -3.391 E-05 0 0 6.694 0.556 0.0001295 0 0 6.6 0.552 -0.008 0 0 3.371 2.279 0.001 0 0 3.753 1.205 Page 184 of 201 18.542 0 0 20.115 22.129 30.819 0 0 37.009 34.129 18.994 0 0 32.475 111.957 24.094 0 0 4.165 21.667 24.659 0 0 13.179 5.731 22.505 0 0 2.421 18.576 22.251 0 0 2.531 19.113 24.683 0 0 11.997 9.3 23.583 0 0 3.435 21.76 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 0 0 0 01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 0 Analysis Results Table 5.7 - Joint Reactions (continued) 12/15/2017 Story Joint Unique Load FX FY FZ MX MY MZ Label Name Case/Combo kip kip kip kip -ft kip -ft kip -ft Base fBase Base 121 168 Dead 0.218 -0.002 12.698 0 0 121 168 Live 0 0 0 0 0 121 168 Snow 0 0 0 0 0 0 -J 0 IBase 121 168 SeismicX Max 3.183 1.694 4.747 0 0 0 Base Base Base Base Base Base Base I Base Base I Base 121 168 SeismicY Max 1.489 8.116 3.093 0 0 0 122 172 Dead 2.324 -0.024 0.623 0 0 0 122 172 Live 0 0 0 0 0 0 122 172 Snow 0 0 0 0 0 0 122 172 SeismicX Max 9.363 1.694 21.923 0 0 0 122 172 SeismicY Max 3.997 5.275 17.621 0 0 0 126 233 Dead 1.215 0.003 10.751 0 0 0 126 233 Live 0 0 0 0 0 0 126 233 Snow 0 0 0 0 0 0 Base Base Base L Base Base I Base Base 126 126 233 SeismicX Max 10.129 0.502 11.471 233 SeismicY Max 4.213 1.457 4.639 0 0 0 0 128 248 Dead -1.13 -0.0002434 1.829 0 0 128 248 Live 0 0 0 0 0 0 j 0 0 128 248 Snow 128 248 128 248 SeismicX Max SeismicY Max 0 0 0 0 0 0 0.204 0.177 1.426 0 0 0.13 0.52 0.639 0 0 160 300 Dead -1.653 -0.0003227 11.531 0 0 0 0 0 IBase Base Base Base Base Base E Base Base Base Base Base Base Base Base Base Base IBase Base Base Base Base Base 160 160 300 300 Live Snow 0 0 0 0 0 0 0 0 0 0 0 160 300 SeismicX Max 6.199 0.636 11.671 0 0 160 300 SeismicY Max 1.452 5.719 3.021 0 0 0 0 0 162 301 Dead -1.205 0.0002605 17.714 0 0 0 162 301 Live 0 0 0 0 0 162 301 Snow 0 0 0 0 0 0 0 162 301 SeismicX Max 7.317 0.365 10.937 0 0 0 162 163 301 SeismicY Max 1.753 5.148 2.875 0 0 0 302 Dead 0.754 -0.0003596 19.296 0 0 0 163 302 Live 0 0 0 0 0 0 163 302 Snow 0 0 0 0 0 0 163 302 SeismicX Max 8.955 0.808 7.732 0 0 0 163 302 SeismicY Max 2.084 9.305 2.363 0 0 0 164 303 Dead 1.27 0.000263 15.053 0 0 0 164 303 Live 0 0 0 0 0 0 164 303 Snow 0 0 0 0 0 0 164 303 SeismicX Max 8.006 0.9 10.441 0 0 0 164 303 SeismicY Max 1.95 8.829 2.821 0 0 0 166 310 Dead -1.293 -0.0004555 15.253 0 0 0 166 310 Live 0 0 0 0 0 0 1 Base Base 166 310 Snow 0 0 0 0 0 166 310 SeismicX Max 8.312 0.691 10.206 0 0 0 166 310 SeismicY Max 2.667 8.617 Page 185 of 201 4.958 0 0 0 Analysis Results Table 5.7 - Joint Reactions (continued) 12/15/2017 Story Joint Unique Load FX FY FZ MX MY MZ Label Name I Case/Combo kip kip kip Ikip-ft kip -ft kip -ft Base IBase L Base Base Base IBase 168 311 Dead -0.688 0.0002039 19.346 0 0 168 168 311 Live 0 0 0 0 0 311 Snow 0 0 0 0 0 168 311 SeismicX Max 9.059 0.552 7.473 0 0 168 311 SeismicY Max 3.125 8.2 2.105 0 0 169 312 Dead 1.252 -0.0003418 17.625 0 0 Base rBase 169 312 Live 0 0 0 0 0 169 312 Snow 0 0 0 0 Base IBase 169 312 SeismicX Max 7.518 0.387 11.406 0 0 0 169 312 SeismicY Max 3.176 5.45 5.313 0 0 Base 170 313 Dead 1.62 0.0001518 11.376 0 0 Base Base 170 170 313 Live 0 0 0 0 0 313 Snow 0 0 0 0 0 Base Base r Base Base r Base Base I Base Base I . Base Base I Base Base IBase Base I Base 170 313 170 313 SeismicX Max SeismicY Max 6.095 0.48 11.895 0 0 2.451 5.086 4.057 0 0 411 411 411 411 1205 1205 Dead Live 0.199 0 -0.0002183 0 7.984 0 0 0 0 0 1205 Snow 0 0 0 0 1205 411 1205 SeismicX Max SeismicY Max 1.545 0.486 0.498 3.092 412 1210 412 1210 Dead Live -0.555 0.0002255 0 0 10.073 2.68 12.698 0 0 0 0 0 0 0 0 0 412 1210 Snow 0 0 0 0 0 412 1210 412 1210 SeismicX Max SeismicY Max 2.682 0.342 7.662 0.808 3.986 2.659 0 0 0 0 413 413 1211 1211 Dead 1.124 -0.0002664 17.512 0 0 Live 0 0 0 0 0 0 0 0 0 01 0 01 0 0 0 0I 0 0 0 0 1 0 0 0 0 , 0 0 0 0 1 0 0 -1 0 413 1211 Snow 0 0 0 0 0 0 L Base Base Base L Base Base I Base Base r Base Base r Base Base I Base Base IBase Base I Base Base 413 1211 SeismicX Max 5.987 0.533 7.797 0 0 413 1211 SeismicY Max 1.649 414 1216 Dead 0.157 5.918 0.0002632 2.215 0 0 11.884 0 0 0 0 414 1216 Live 0 0 0 0 0 0 414 1216 Snow 0 0 0 0 0 414 1216 SeismicX Max 3.014 0.603 10.568 0 0 414 1216 SeismicY Max 0.833 4.915 3.364 0 0 -�0 i 0 415 1244 Dead 0.942 0.005 13.455 0 0 0 415 1244 415 415 1244 1244 Live Snow 0 0 0 0 0 SeismicX Max 0 13.395 0 0.64 0 10.522 0 0 0 0 415 1244 SeismicY Max 8.641 1.617 6.398 0 0 0 416 1245 Dead -0.389 0.004 8.994 0 0 416 1245 Live 0 0 0 0 0 416 1245 Snow 0 0 0 0 0 0 o a 0 416 1245 SeismicX Max 9.342 0.398 3.438 0 0 0 416 1245 SeismicY Max 6.167 0.853 Page 186 of 201 2.209 0 0 0 Analysis Results Table 5.7 - Joint Reactions (continued) 12/15/2017 Story Joint Unique Load FX FY FZ MX MY MZ Label Name Case/Combo kip kip kip kip -ft kip -ft kip -ft Base 456 684 Dead -1.41 0.008 19.953 0 0 0 t Base Base Base 456 684 Live 0 0 0 0 0 0 456 684 Snow 0 0 0 0 0 0 456 684 SeismicX Max 15.767 2.817 6.461 0 0 0 Base Base 456 684 SeismicY Max 5.971 4.407 22.967 0 0 0 457 685 Dead 0.207 0.001 19.468 0 0 0 Base Base 457 685 Live 0 0 0 0 0 0 457 685 Snow 0 0 0 0 0 0 Base Base 457 685 SeismicX Max 12.651 1.9 2.077 0 0 Base 457 498 685 SeismicY Max 5.972 3.796 4.136 0 0 972 Dead -0.167 0.001 11.249 0 0 0 o1 0 Base 498 972 Live 0 0 0 0 0 0 Base Base 498 972 Snow 0 0 0 0 0 0 498. 972 SeismicX Max 5.574 0.302 1.302 0 0 0 Base 498 972 SeismicY Max 2.423 0.702 0.699 0 0 0 Base Base 500 971 500 971 Dead -1.321 0.0001339 8.899 0 0 0 Live 0 [ Base Base 500 971 Snow 0 0 0 500 971 SeismicX Max 6.62 0.307 0 0 8.473 0 0 0 0 0 0 0 Base 500 971 SeismicY Max 2.862 0.896 3.398 0 0 Base 501 970 I Base Base 501 970 Dead Live -1.106 7.937E-05 8.022 0 0 0 0 o1 0 0 0 0 501 970 Snow 0 0 0 0 0 0 0 [ Base Base 501 970 SeismicX Max 6.788 0.263 12.928 0 0 501 970 SeismicY Max 2.897 0.791 5.066 0 0 0 0 0 [ Base Base 502 969 502 969 Dead -1.09 0.0001841 7.721 0 0 Live 0 0 0 0 0 0 IBase Base Base Base 502 969 Snow 0 0 0 0 0 0 502 969 SeismicX Max 5.305 0.231 19.543 0 0 0 502 969 SeismicY Max 2.239 0.639 7.71 0 0 0 510 974 Dead 1.82 0.002 13.997 0 0 0 Base 510 974 Live 0 0 0 0 0 0 Base Base 510 974 Snow 0 0 0 0 0 0 510 974 SeismicX Max 7.099 0.167 21.024 0 0 0 Base 510 Base 512 974 SeismicY Max 2.812 0.548 8.327 0 0 0 973 Dead -0.48 0.001 4.914 0 0 0 Base [ Base 512 973 Live 0 0 0 0 0 0 512 973 Snow 0 0 0 0 0 0 Base Base Base 512 973 SeismicX Max 0.325 0.177 2.477 0 0 0 512 973 SeismicY Max 0.172 0.325 1.136 0 0 0 550 1057 Dead 0.78 0.001 17.355 0 0 0 IBase Base 550 1057 Live 0 0 0 0 0 550 1057 Snow 0 0 0 0 0 0 J 0 r Base 550 1057 SeismicX Max 7.807 1.146 16.571 0 0 0 Base 550 1057 SeismicY Max 4.798 2.705 Page 187 of 201 10.193 0 0 0 Analysis Results Table 5.7 - Joint Reactions (continued) 12/15/2017 Story Joint [Unique Load FX FY FZ MX MY MZ Label Name Case/Combo kip kip kip kip -ft kip -ft kip -ft Base 552 1058 Dead 1.55 -3.413E-05 8.292 0 0 EBase 552 1058 Base 552 1058 Live Snow 0 0 0 0 0 0 0 0 0 0 LBase Base 552 1058 SeismicX Max 5.025 0.509 17.773 0 0 552 1058 SeismicY Max 2.66 1.222 11.001 0 0 0 0 0 0 0 Base Base 784 1139 Dead -0.518 -0.011 16.49 0 0 0 784 1139 Live 0 0 0 0 0 Base 784 1139 Base 784 1139 Snow 0 0 0 0 0 SeismicX Max 9.262 2.631 5.196 0 0 0 0 0 Base Base 784 1139 SeismicY Max 5.39 2.235 19.561 0 0 0 786 1141 Dead 0.176 0.003 4.043 0 0 0 Base Base 786 1141 Live 0 0 0 0 0 0 786 1141 Snow 0 0 0 0 0 Base Base 786 1141 SeismicX Max 6.566 0.571 1.046 0 0 786 1141 SeismicY Max 4.644 1.198 1.918 0 0 0 0 0 Base 787 1142 Base 787 1142 Dead Live -0.464 0 -0.002 0 Base Base Base Base 787 787 787 1142 1142 Snow SeismicX Max 0 9.33 0 1.495 789 1142 SeismicY Max 8.882 2.455 Base Base 789 789 1143 1143 1143 Dead Live Snow 1.742 -0.001 19.104 0 0 1.904 2.326 19.132 0 0 0 0 0 0 0 0 0 Base Base Base Base 789 789 790 1143 1143 1144 790 1144 SeismicX Max SeismicY Max Dead Live 0 8.384 8.158 0 0 0 0 0 0 1.045 19.235 0 0 0 0 0 0 0 0 0 J 0 0 0 0 0 2.79 21.064 0 0 1.237 -0.0002003 6.934 0 0 0 0 0 0 0 0 0 0 0 0 Base Base 790 790 1144 1144 Snow SeismicX Max 0 3.744 0 0 0 0 0.364 14.881 0 0 Base Base 790 805 1144 SeismicY Max 3.619 1.029 16.418 0 0 LBase Base 805 805 1169 1169 1169 Dead -0.271 -0.0002622 13.329 0 0 Live Snow 0 0 0 0 0 0 0 0 0 0 Base 805 1169 Base 805 1169 SeismicX Max SeismicY Max 4.156 2.105 0.538 5.484 8.239 6.805 0 0 0 0 Base 807 1171 Dead 1.097 -3.977E-05 1.486 0 0 Base 807 1171 Live 0 0 0 0 0 IBase Base 807 1171 Snow 0 0 0 0 0 807 1171 SeismicX Max 2.741 0.115 1.872 0 0 [ Base 807 1171 SeismicY Max 1.372 0.96 0.771 0 0 Base 808 1173 Dead -1.79 7.167E-05 2.264 0 0 [ Base 808 Base 808 1173 Live 0 0 0 0 0 1173 Snow 0 0 0 0 0 0 0 J 0 0 0 0 0 0 0 0 i 0 0 0 0 0 0 I 0 Base Base 808 808 1173 SeismicX Max 4.325 0.151 3.303 0 0 o 1173 SeismicY Max 2.792 0.943 Page 188 of 201 2.07 0 0 Analysis Results Table 5.7 - Joint Reactions (continued) 12/15/2017 Story Joint Unique Load FX r FY FZ MX MY MZ Label Name Case/Combo kip kip kip kip -ft kip -ft kip -ft Base 809 1174 Dead -0.977 0.0002228 16.478 Base Base Base Base EBase Base I Base 809 1174 Live 0 0 0 0 0 0 809 1174 Snow 0 0 0 0 0 0 809 1174 SeismicX Max 4.455 0.39 5.4 0 0 0 809 1174 SeismicY Max 2.946 5.157 2.26 0 0 0 811 1175 Dead 1.359 -0.0002694 14.419 0 0 0 811 1175 Live 0 0 0 0 0 0 Base Base Base I Base Base 811 811 1175 Snow 0 0 0 0 0 0 1175 SeismicX Max 3.721 0.265 8.847 0 0 0 811 813 1175 SeismicY Max 2.646 3.962 7.058 0 0 1177 Dead 2.2 -2.726E-05 4.019 0 0 0 813 1177 Live 0 0 0 0 0 0 1 Base Base I Base Base I Base Base Base Base 813 1177 Snow 0 0 0 0 0 0 813 1177 SeismicX Max 6.049 0.105 4.081 0 0 0 813 1177 SeismicY Max 4.261 0.752 2.776 0 0 0 814 1179 Dead -0.265 2.352E-05 2.833 0 0 0 814 1179 Live 0 0 0 0 0 0 814 1179 Snow 0 0 0 0 0 0 814 1179 SeismicX Max 3.035 0.128 814 1179 SeismicY Max 2.244 0.651 815 1180 Dead -0.195 0.0002397 1.736 0 0.926 0 6.407 0 0 0 0 0 0 0 Base Base Base Base Base Base Base Base IBase Base F Base Base IBase Base 815 815 1180 Live 0 0 0 0 0 0 1180 Snow 0 0 0 0 0 815 1180 SeismicX Max 0.081 0.307 8.296 0 0 815 1180 SeismicY Max 0.042 2.348 5.133 0 0 0 01 0 834 1207 Dead -0.42 1.973E-05 3.299 0 0 834 1207 Live 0 0 0 0 0 0 J 0 834 1207 Snow 0 0 0 0 0 0 834 1207 SeismicX Max 5.54 0.214 2.464 0 0 0 834 1207 SeismicY Max 1.671 1.094 0.662 0 0 0 835 1209 Dead -2.219 -7.474E-06 4.523 0 0 835 835 1209 Live 0 0 0 0 0 1209 Snow 0 0 0 0 0 0 0 0 835 1209 SeismicX Max 5.802 0.11 4.935 0 0 835 1209 SeismicY Max 1.664 0.205 1.411 0 0 0 Base 838 1213 Dead 1.831 -4.966E-05 2.3 0 0 0 Base 838 1213 Live 0 0 0 0 0 0 Base 838 1213 Snow 0 0 0 0 0 0 Base Base Base 1 Base Base 1 Base 838 1213 SeismicX Max 5.492 0.223 3.64 0 0 0 838 1213 SeismicY Max 1.488 1.137 0.983 0 0 839 1215 Dead -1.026 5.857E-05 1.326 0 0 0 839 1215 Live 0 0 0 0 0 0 839 1215 Snow 0 0 0 0 0 0 839 1215 SeismicX Max 2.518 0.141 2.058 0 0 0 Base 839 1215 SeismicY Max 0.698 0.889 Page 189 of 201 0.632 0 0 0 Analysis Results Table 5.7 - Joint Reactions (continued) 12/15/2017 Story Joint Unique Load FX FY FZ MX MY MZ Label Name Case/Combo kip kip kip kip -ft kip -ft kip -ft Base 857 1240 Base 857 1240 Dead Live -1.09 0.001 7.993 0 0 0 0 0 0 0 0 0 Base I Base [ Base 857 1240 Snow 0 0 0 0 0 0 857 1240 SeismicX Max 6.329 0.281 24.069 0 0 0 857 1240 SeismicY Max 3.973 0.671 13.449 0 0 0 Base Base 858 1241 Dead -0.858 0.0003991 7.057 0 0 0 858 1241 Live 0 0 0 0 0 0 Base 858 1241 Snow 0 0 0 0 0 0 Base 858 1241 SeismicX Max 6.225 0.276 13.773 0 0 0 I Base Base L Base Base 858 1241 SeismicY Max 4.004 0.677 7.542 0 0 0 859 1242 Dead -1.138 0.001 7.996 0 0 859 1242 Live 0 0 0 0 0 859 1242 Snow 0 0 0 0 0 IBase Base 859 1242 SeismicX Max 6.344 0.306 9.895 0 0 859 1242 SeismicY Max 4.153 0.738 5.491 0 0 0 01 0 0 0 f Base Base 860 1243 Dead -0.038 0.001 12.069 0 0 0 860 1243 Live 0 0 0 0 0 0 IBase 860 1243 Snow 0 0 0 0 0 0 Base 860 1243 SeismicX Max 6.171 0.347 3.429 0 0 [ Base Base IBase Base 860 1243 SeismicY Max 4.016 0.75 1.715 0 0 862 1246 Dead 0.245 0.002 12.426 0 0 0 1 0 862 1246 Live 0 0 0 0 0 [ Base Base IBase 862 1246 Snow 0 0 0 0 0 0 0 862 1246 SeismicX Max 3.499 0.121 23.755 0 0 0 862 1246 45 15 SeismicY Max Dead 2.249 0.205 13.016 0 0 0 0.005 1.328 32.754 0 0 0 Base I Base Base IBase 45 15 Live 0 0 0 0 0 0 45 15 Snow 0 0 0 0 0 0 45 15 SeismicX Max 0.093 14.036 18.323 0 0 0 45 15 SeismicY Max 0.071 30.553 45.549 0 0 0 Base 84 66 Dead 0.004 1.497 29.138 0 0 0 IBase Base 84 66 Live 0 0 0 0 0 0 84 66 Snow 0 0 0 0 0 0 L Base Base Base Base ` Base Base I Base Base IBase Base IBase Base 84 66 SeismicX Max 0.135 20.024 33.09 0 0 0 84 66 SeismicY Max 0.117 28.226 48.225 0 0 0 85 85 163 Dead 0.002 3.032 31.882 0 0 0 163 Live 0 0 0 0 0 0 85 163 Snow 0 0 0 0 0 0 85 163 SeismicX Max 0.175 15.875 41.963 0 0 0 85 163 SeismicY Max 0.127 23.65 59.76 0 0 110 226 Dead -0.0002678 1.316 16.576 0 0 0 0 j 110 226 Live 0 0 0 0 0 110 226 Snow 0 0 0 0 0 110 226 SeismicX' Max 6.508 1.489 7.223 0 0 110 226 SeismicY Max 0.549 11.067 Page 190 of 201 54.996 0 0 0 J 0 01 0 Analysis Results Table 5.7 - Joint Reactions (continued) 12/15/2017 Story Joint Unique Load FX FY FZ MX MY MZ Label Name Case/Combo kip kip kip kip -ft kip -ft kip -ft Base Base Base Base Base EBase Base L Base Base IBase Base IBase Base Base 144 144 144 144 421 421 421 421 Dead Live Snow SeismicX Max 0.0001485 0 0 8.73 1.163 0 0 3.077 17.202 0 0 12.589 0 0 0 0 0 0 0 0 0 0 0 0 144 421 SeismicY Max 3.057 14.497 63.631 0 1 0 0 224 224 224 224 433 433 433 433 Dead Live Snow SeismicX Max 2.224 0 0 8.583 0.003 0 0 0.424 10.923 0 0 32.202 0 1 0 0 1 0 0 1 0 0 1 0 0 0 0 0 224 433 SeismicY Max 3.41 0.785 12.802 0 1 0 0 Base Base Base IBase Base I Base Base L Base Base [ Base Base LBase Base I Base Base I Base Base I Base Base LBase Base L Base Base I 'Base Base I Base Base fBase Base Base 233 233 233 233 233 241 241 241 241 436 436 436 436 436 446 446 446 Dead Live Snow SeismicX Max SeismicY Max 0.809 0 0 2.338 -0.001 0 0 1.02 12.279 0 0 22.241 0 1 0 0 1 0 0 1 0 0 1 0 0 0 0 0 0.629 2.042 5.342 0 1 0 0 446 Dead Live Snow SeismicX Max 0.494 0 0 1.486 -0.0004874 0 0 0.549 241 446 SeismicY Max 0.549 1.208 248 248 248 248 465 465 465 465 248 465 Dead Live Snow SeismicX Max 1.207 -0.002 0 0 0 0 4.171 1.046 8.64 0 0 17.248 6.203 4.859 0 1 0 0 1 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 0 14.385 0 0 0 0 0 0 SeismicY Max 2.459 1.986 8.959 0 1 0 0 0 335 471 Dead 2.293 0.002 11.356 0 1 0 335 335 335 335 341 341 341 341 341 347 347 347 347 471 471 471 471 479 479 479 479 479 487 487 487 487 Live Snow SeismicX Max 347 487 SeismicY Max Dead Live Snow SeismicX Max SeismicY Max Dead Live Snow SeismicX Max SeismicY Max 0 0 8.326 5 1.768 0 0 4.2 1.128 0 0 2.234 0 0 0.211 0.712 -0.001 0 0 1.082 2.202 -0.001 0 0 0.67 0 0 36.119 20.97 13.664 0 0 27.032 7.384 9.157 0 0 17.72 0 1 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 0 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 0 0 ---15----1 0 0 1 0 0 0 0 0 01 0 0 0 1.517 1.797 11.69 0 1 0 0 353 353 353 353 553 553 553 553 Dead Live Snow SeismicX Max 0.938 0 0 2.924 0.001 0 0 1.328 3.316 0 0 9.33 0 1 0 0 1 0 0 I 0 0 I 0 0 0 0 0 Base 353 553 SeismicY Max 3.087 3.827 Page 191 of 201 10.183 0 1 0 0 Analysis Results 12/15/2017 5.4 Modal Results Table 5.8 - Modal Periods and Frequencies Case Mode Period sec Frequency cyc/sec Circular Frequency rad/sec Eigenvalue rads/sec' Modal I Modal 0.232 4.312 27.0924 733.9994 2 0.229 4.371 27.4615 754.1344 Modal 3 0.214 4.67 29.3414 860.9193 Modal 4 0.21 4.751 29.8501 891.0264 Modal L Modal Modal r Modal Modal I Modal Modal I Modal Modal 5 0.206 4.866 30.5718 934.6352 0.194 5.162 32.432 1051.8331 7 0.186 5.384 33.8317 8 0.178 5.62 35.3109 9 0.165 6.067 38.1199 1144.5818 1246.8565 1 1453.1269 10 0.161 6.194 38.9149 1514.372 11 0.151 6.64 41.7188 1740.4544 12 0.143 6.991 43.923 1929.2319 13 0.143 6.998 43.9687 1933.2508 I Modal Modal I Modal Modal 14 15 0.139 0.138 7.199 45.2337 2046.086 7.237 45.4685 2067.3825 16 0.133 7.522 47.2621 2233.7063 1 17 0.131 7.621 47.8837 Modal 18 0.129 7.734 48.5917 Modal Modal Modal I Modal Modal I Modal Modal Modal 19 0.118 8.47 53.2157 20 21 0.117 8.525 53.5623 0.117 8.556 53.7591 22 0.116 8.601 54.0393 23 0.113 8.87 55.7334 2292.8441 2361.1575 2831.9056 2868.9207 1 2890.0376 2920.24691 3106.2161 24 0.105 9.48 59.5676 3548.296 25 0.104 9.576 60.1686 3620.2562 26 0.099 10.121 63.5938 4044.1776 Modal I Modal 27 0.094 10.603 66.6221 4438.5042 Modal I Modal 28 29 0.093 0.09 10.758 67.5968 4569.3259 11.142 70.0047 4900.6631 Modal f Modal 30 31 0.081 12.334 77.4942 6005.3558 0.081 12.347 77.5782 6018.384 32 0.077 12.917 81.1627 6587.3773 Modal I Modal Modal 33 0.076 13.23 83.1276 6910.1921 34 0.074 13.589 85.38 7289.7462 35 0.068 14.746 92.6489 8583.8199 I Modal 36 0.065 15.426 96.9237 9394.2089 Modal I Modal Modal I Modal Modal I_ Modal Modal 37 0.064 15.639 98.262 9655.4206 38 0.06 16.726 105.0896 11043.8332 39 0.059 16.865 105.9662 11228.8386 40 0.059 16.996 106.7913 11404.3804 41 0.057 17.531 110.1524 12133.5607 42 0.056 17.945 112.7496 12712.4615 43 0.055 18.046 Page 192 of 201 113.3862 12856.4216 Analysis Results 12/15/2017 Table 5.8 - Modal Periods and Frequencies (continued) Modal 44 0.055 18.334 115.1985 13270.7008 Modal 45 0.053 19.022 119.5193 14284.8719 Modal 46 0.052 19.049 119.6896 14325.6047 I Modal Modal C Modal Modal I Modal Modal 47 0.052 19.215 120.7331 14576.4721 48 0.051 19.554 122.8612 15094.8756 49 0.05 19.825 124.5664 15516.7933 50 0.049 20.349 127.8576 16347.5748 51 0.049 20.494 128.7688 16581.4144 52 0.049 20.544 129.0797 16661.5568 I Modal Modal I Modal Modal I Modal Modal 53 0.047 21.089 132.5081 17558.4042 54 0.047 21.389 134.3941 18061.7714 55 56 0.046 21.598 135.7057 18416.0355 0.046 21.889 137.532 18915.0628 57 0.044 58 0.043 22.794 143.2185 20511.541 23.249 146.08 { Modal Modal 59 60 0.042 23.83 149.7266 0.04 24.718 155.3072 21339.3712 22418.0686] 24120.328 Modal 61 Modal [ Modal Modal 62 0.04 25.151 158.0267 24972.4508 0.039 25.359 159.3382 25388.6622 63 0.039 25.388 159.5176 64 0.039 25.718 161.5934 25445.8647 26112.4211 E Modal Modal [ Modal Modal 65 66 0.038 0.037 26.373 165.706 26.7 167.7631 27458.4623 28144.4621 67 0.037 26.806 168.4242 28366.7168 68 0.037 27.243 171.1712 29299.5773 I Modal 69 0.036 27.76 174.4206 30422.5466 Modal L Modal Modal 70 0.036 28.035 176.1493 31028.5618 71 0.036 28.166 176.9731 31319.4613 72 0.035 28.729 180.5076 32582.984 Modal 73 0.035 28.929 181.7693 33040.0686 Modal 74 0.035 28.977 182.0704 33149.6267 Modal Modal I Modal L Modal Modal Modal Modal Modal I Modal Modal ! Modal Modal Modal 75 0.033 30.674 192.7328 37145.9202 76 0.032 31.584 198.449 39381.9967 77 0.031 31.888 200.3552 40142.1998 78 0.031 32.289 202.8758 41158.6093 79 0.031 32.58 204.7056 41904.4006 80 0.03 33.104 208.0003 43264.1442 81 0.03 33.589 211.046 44540.4107 82 0.029 33.989 213.5592 45607.5427 83 0.029 34.542 217.0331 47103.3518 84 0.029 34.864 219.0541 47984.7112 85 0.029 35.01 219.9768 48389.81 86 0.027 36.669 230.3966 53082.6036 87 0.027 37.374 234.8266 55143.5321 Page 193 of 201 Period Frequency Circular Eigenvalue Case Mode sec cyclsec Frequency rad/sec rade/sect Modal 44 0.055 18.334 115.1985 13270.7008 Modal 45 0.053 19.022 119.5193 14284.8719 Modal 46 0.052 19.049 119.6896 14325.6047 I Modal Modal C Modal Modal I Modal Modal 47 0.052 19.215 120.7331 14576.4721 48 0.051 19.554 122.8612 15094.8756 49 0.05 19.825 124.5664 15516.7933 50 0.049 20.349 127.8576 16347.5748 51 0.049 20.494 128.7688 16581.4144 52 0.049 20.544 129.0797 16661.5568 I Modal Modal I Modal Modal I Modal Modal 53 0.047 21.089 132.5081 17558.4042 54 0.047 21.389 134.3941 18061.7714 55 56 0.046 21.598 135.7057 18416.0355 0.046 21.889 137.532 18915.0628 57 0.044 58 0.043 22.794 143.2185 20511.541 23.249 146.08 { Modal Modal 59 60 0.042 23.83 149.7266 0.04 24.718 155.3072 21339.3712 22418.0686] 24120.328 Modal 61 Modal [ Modal Modal 62 0.04 25.151 158.0267 24972.4508 0.039 25.359 159.3382 25388.6622 63 0.039 25.388 159.5176 64 0.039 25.718 161.5934 25445.8647 26112.4211 E Modal Modal [ Modal Modal 65 66 0.038 0.037 26.373 165.706 26.7 167.7631 27458.4623 28144.4621 67 0.037 26.806 168.4242 28366.7168 68 0.037 27.243 171.1712 29299.5773 I Modal 69 0.036 27.76 174.4206 30422.5466 Modal L Modal Modal 70 0.036 28.035 176.1493 31028.5618 71 0.036 28.166 176.9731 31319.4613 72 0.035 28.729 180.5076 32582.984 Modal 73 0.035 28.929 181.7693 33040.0686 Modal 74 0.035 28.977 182.0704 33149.6267 Modal Modal I Modal L Modal Modal Modal Modal Modal I Modal Modal ! Modal Modal Modal 75 0.033 30.674 192.7328 37145.9202 76 0.032 31.584 198.449 39381.9967 77 0.031 31.888 200.3552 40142.1998 78 0.031 32.289 202.8758 41158.6093 79 0.031 32.58 204.7056 41904.4006 80 0.03 33.104 208.0003 43264.1442 81 0.03 33.589 211.046 44540.4107 82 0.029 33.989 213.5592 45607.5427 83 0.029 34.542 217.0331 47103.3518 84 0.029 34.864 219.0541 47984.7112 85 0.029 35.01 219.9768 48389.81 86 0.027 36.669 230.3966 53082.6036 87 0.027 37.374 234.8266 55143.5321 Page 193 of 201 Analysis Results 12/15/2017 Table 5.8 - Modal Periods and Frequencies (continued) Case Mode r Period sec Frequency cyc/sec Circular Frequency rad/sec Eigenvalue rade/sect Modal [ Modal 88 0.027 37.518 235.7302 55568.7503 89 0.027 37.558 235.9867 55689.7222 Modal I Modal Modal I Modal Modal [ Modal Modal I Modal Modal 1 Modal Modal 90 0.026 37.868 237.9337 56612.4546 91 0.026 38.237 240.2518 57720.9253 92 0.026 38.68 243.0358 59066.3982 93 0.026 38.922 244.5526 59805.9885 94 0.025 39.297 246.9087 60963.8999 95 0.025 39.698 249.4295 62215.092 96 0.025 40.415 253.9343 64482.626 97 0.025 40.5 254.4705 64755.2137 98 0.024 41.153 258.5723 66859.6499 99 0.024 41.381 260.007 67603.6178 100 0.024 41.679 261.8797 68581.0034 Table 5.9 - Modal Participating Mass Ratios (Part 1 of 2) Case I Mode Period sec UX UY 1 UZ Sum UX Sum UY Sum UZ 1 Modal Modal Modal 1 2 3 0.232 0.0019 0.1938 0 0.0019 0.1938 0 0.229 0.0262 0.005 0 0.0281 0.1988 0.214 0 0.0002 0 0.0281 0.1989 Modal Modal Modal Modal 4 5 6 0.21 5.986E-06 0.0105 0 0.0281 0.2094 0 0 0 7 0.206 0.194 0.186 6.021E-06 0.0001 0 0.0282 0.2095 0.0087 0.0119 0 0.0368 0.2215 0.019 0.0024 0 0.0558 0.2238 0 0 1 0 l Modal Modal 8 9 0.178 0.0088 0.0119 0 0.0646 0.2357 0 0.165 0.0021 0.0267 0 0.0667 0.2624 0 L Modal Modal I Modal Modal I Modal Modal I Modal Modal L Modal Modal Modal Modal I Modal Modal E Modal Modal I Modal 10 0.161 0.0001 0.0223 0 0.0668 0.2848 11 0.151 0.0006 0.0052 0 0.0673 0.29 0 J 0 12 13 0.143 5.567E-06 4.726E-05 0 0.0673 0.29 0 0.143 0 0 0 0.0673 0.29 0 14 0.139 0.0001 0.0032 0 0.0675 0.2932 0 15 0.138 0.0003 0.0049 0 0.0677 0.2981 0 16 0.133 0.0002 0.0016 0 0.0679 0.2997 0 17 0.131 0.0001 0.0079 0 0.068 0.3076 0 18 0.129 0.0005 0.0069 0 0.0685 0.3145 0 1 19 0.118 2.13E-06 3.82E-06 0 0.0685 0.3145 0 20 0.117 3.891 E-05 3.844E-06 0 0.0686 0.3145 0 21 0.117 1.24E-05 0.0001 0 0.0686 0.3146 0 22 0.116 0.0002 0.0001 0 0.0688 0.3147 0 23 0.113 4.255E-06 0.0079 0 0.0688 0.3226 0 24 0.105 0.0342 0.0002 0 0.1029 0.3228 0 25 0.104 0.0002 0.0007 0 0.1031 0.3235 0 26 0.099 0.0491 0.0206 0 0.1522 0.3441 0 Modal 27 0.094 0.0153 4.246E-06 Page 194 of 201 0 0.1675 0.3441 0 Analysis Results 12/15/2017 Table 5.9 - Modal Participating Mass Ratios (Part 1 of 2, continued) Case Mode Period sec _ UX UY UZ Sum UX Sum .UY Sum UZ Modal [ Modal Modal Modal Modal I Modal Modal Modal Modal Modal Modal I Modal Modal L Modal Modal Modal 28 29 30 31 32 33 34 35 0.093 0.09 0.081 0.081 0.077 0.076 0.074 0.068 0.0003 0.1236 0.001 5.109E-07 0.0154 0.1197 0 0.0014 36 37 38 39 40 41 42 43 Modal 44 Modal Modal Modal Modal 45 46 47 48 Modal 49 0.065 0.064 0.06 0.059 0.059 Modal Modal Modal [ Modal Modal I Modal 50 51 52 53 54 55 Modal 56 Modal 57 Modal Modal 58 59 0.057 0.056 0.055 0.055 0.053 0.052 0.052 0.051 0.05 0.049 0.049 0.049 0.047 0.047 0.046 0.046 0.044 0.043 0.042 0.0302 4.983E-05 0.0001 4.618E-05 6.106E-07 0.0001 0.0028 0.0064 0.0422 0.0165 0.0082 0.0006 0.0099 0.0112 4.367E-05 0.0035 0.0001 0.03 0.0013 0.0031 0.004 0.011 0.0691 0.0249 Modal I Modal Modal Modal Modal Modal Modal E Modal Modal L Modal 60 61 62 63 64 65 66 67 68 69 0.04 0.04 0.039 0.039 0.039 0.038 0.037 0.037 0.037 0.036 Modal 1 Modal Modal 70 71 72 0.036 0.0112 0.0006 0.0003 0.0043 0.0005 0.0017 0.0039 0.0057 0.0015 0.0001 0.0213 0.0018 0.0001 0.0001 0.0072 0.0099 0.0032 0.003 0.2019 0.0003 0.0002 1.905E-05 0.0018 0.0177 0.0201 0.0132 0.0044 0.0063 4.086E-05 0.0008 0.0034 5.547E-07 8.061E-06 1.292E-05 0.009 0.0001 0.0019 0.0007 0.0001 0.0057 0.0003 0.013 0.0419 0.0008 0.0062 0.0002 0.0237 0.0024 0.0086 0.0142 0.0001 6.704E-06 6.147E-06 0.036 1.07E-06 0.035 0.015 0.003 0.0011 0.0052 Page 195 of 201 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.3442 0.3655 0.3673 0.3674 0.3675 0.3747 0.3846 0.3879 0.3909 0.5928 0.5932 0.5933 0.5934 0.5952 0.6128 0.6329 0.6461 0.6505 0.6567 0.6568 0.6576 0.661 0.661 0.661 0.661 0.67 0.67 0.6719 0.6726 0.6727 0.6785 0.6787 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 0 0 0 0 0 a �1 0 0.6917 0.7336 0.7343 0.7405 0.7407 0.7644 0.7668 0.7754 0.7896 0.7896 0.7926 0.7937 0.7989 0 0 0 0 01 0 0 0 0 0 0 0 1 0 0 0 01 0 0 0 01 0 Analysis Results 12/15/2017 Table 5.9 - Modal Participating Mass Ratios (Part 1 of 2, continued) Case Mode Period sec UX UY UZ Sum UX Sum UY Sum UZI Modal 1 Modal Modal Modal Modal f Modal Modal I Modal Modal I Modal Modal I Modal Modal [ Modal Modal 73 74 75 76 77 78 0.035 0.035 0.033 0.032 0.031 0.031 79 80 81 82 83 84 I Modal Modal [Modal Modal r Modal Modal I Modal Modal [ Modal Modal i Modal Modal I Modal 85 86 87 88 89 90 91 92 93 94 95 96 0.031 0.03 0.03 0.029 0.029 0.029 97 98 99 100 0.029 0.027 0.027 0.027 0.027 0.026 0.026 0.026 0.026 0.025 0.025 0.025 0.025 0.024 0.024 0.024 0.0004 0.0614 0.0009 0.0001 0.0064 0.0033 4.414E-05 0.0006 0.0193 0.0026 0.0006 0.0001 0.0024 0.0175 0.0372 0.0011 0.0007 0.0168 0.0008 0.0061 0.0002 0.0005 0.0001 0.0037 1.223E-06 0.0005 0.0017 0.0008 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.7494 0.8108 0.8117 0.8118 0.8182 0.8215 0.8215 0.8221 0.8414 0.844 0.8446 0.8447 0.8471 0.8646 0.9019 0.903 0.9037 0.9205 0.801 0.801 0.8448 0.8554 0.877 0.8816 0.8883 0.8899 0.8911 0.8988 0.8989 0.9106 0.9156 0.9174 0.9176 0.9181 0.9185 0.9213 0 0 0 0 0 0 0 0 0 0 0.9212 0.9274 0.9217 0.9226 0.9276 0.9281 0.9282 0.9319 0.9319 0.9324 0.9341 0.9349 0.9227 0.9238 0.9238 0.9251 0.929 0.9292 0.931 0.9311 Table 5.9 - Modal Participating Mass Ratios (Part 2 of 2) 0 0 0 0 0 0 0 0 0 0 0 0 01 0 0 0 0 1 0 0 0 0 0 0 J 0 0 Case Mode i RX ' RY RZ SRuXm Sum RY Sum RZ Modal 1 0.0053 8.283E-07 0.0565 0.0053 8.283E-07 0.0565 Modal 2 0.0001 0.005 0.0013 0.0054 0.005 0.0577 Modal 3 5.746E-06 4.089E-06 0.004 0.0054 0.005 0.0617 Modal 4 0.0001 5.5E-06 0.0034 0.0056 0.005 0.0651 Modal 5 1.244E-05 4.822E-06 0.004 0.0056 0.005 0.0691 r Modal 6 0.001 0.0011 0.0264 0.0066 0.0061 0.0955 Modal 7 1.042E-06 0.0026 0.0082 0.0066 0.0086 0.1037 Modal 8 0.0017 0.0015 0.0078 0.0082 0.0101 0.1115 Modal 9 0.0031 0.0001 0.0134 0.0114 0.0103 0.125 I Modal 10 0.0092 6.08E-07 0.0092 0.0205 0.0103 0.1342 Modal 11 0.0924 0.0007 1.493E-05 0.113 0.011 0.1342 E Modal 12 0.0008 8.06E-06 0.0002 0.1138 0.011 0.1344 Modal 13 1682E-06 0 0.0003 0.1138 0.011 0.1347 Page 196 of 201 Analysis Results 12/15/2017 Table 5.9 - Modal Participating Mass Ratios (Part 2 of 2, continued) 1 Case Mode RX RY RZ S1 - RX Sum RY Sum RZ Modal 14 0.0181 0.0001 0.0011 0.132 0.0111 0.1358 Modal Modal 15 0.0002 0.0002 1.744E-05 0.1321 0.0113 0.1358 16 0.0025 0.0001 0.0005 0.1347 0.0114 0.1363 Modal Modal L Modal Modal I Modal Modal I Modal - Modal Modal Modal [ Modal Modal r Modal Modal Modal Modal I Modal Modal Modal Modal L Modal Modal I Modal Modal 17 0.006 0.0001 1.026E-05 0.1406 0.0115 0.1363 18 0.0057 0.0001 7.851 E-06 0.1463 0.0116 0.1364 19 1.393E-05 2.596E-06 3.672E-06 0.1464 0.0116 0.1364 20 0.0003 4.928E-05 0.0004 0.1467 0.0117 0.1367 21 0.0009 2.402E-05 0.0001 0.1475 0.0117 0.1368 22 0.0003 0.0002 0.0018 0.1478 0.0119 0.1386 23 0.0147 4.751 E-05 0.0098 0.1625 0.012 0.1484 24 0.002 0.0736 1.711E-05 0.1645 0.0856 0.1484 25 0.0267 0.0009 1.619E-05 0.1911 0.0865 0.1484 26 0.0155 0.0533 0.0001 0.2066 0.1398 0.1485 27 0.0003 0.0038 0.0011 0.2069 0.1436 0.1496 28 0.0004 0.0129 0.0002 0.2073 0.1565 29 0.0329 0.2286 0.0046 0.2402 0.3851 30 0.0009 0.0001 1.241 E-06 0.2412 0.3852 0.1498 0.1544 1 0.1544 31 0.0002 0.0001 1.22E-06 0.2413 0.3852 0.1544 32 0.006 0.0013 0.0004 0.2474 0.3865 33 0.0103 0.0326 0.0002 0.2577 0.4192 0.1548 0.1551 34 0.0047 0.002 0.0003 0.2624 0.4211 35 36 0.001 0.0051 0.0193 0.2635 0.4263 0.0412 0.007 0.0038 0.3047 0.4332 37 0.1988 0.0144 0.0383 0.5034 0.4476 38 0.0003 3.192E-05 3.045E-06 0.5037 0.4476 0.1554 0.1746 0.1785 0.2167 i 0.2167 39 2.791 E-05 2.5E-05 0.0005 0.5037 0.4477 0.2173 40 0.0002 1.474E-05 0.0001 0.5039 0.4477 0.2173 I Modal Modal 41 0.0019 0.0001 0.0005 0.5058 0.4478 0.2178 42 0.0542 0.007 0.0435 0.56 0.4548 I Modal Modal L Modal Modal I Modal Modal r Modal Modal 43 0.0417 0.0046 0.0222 0.6017 0.4594 44 0.0073 0.0007 0.0021 0.609 45 46 0.0048 0.006 0.0078 0.004 0.0372 0.0238 0.6138 0.6216 0.4601 0.4661 0.4702 0.2613 0.2835 0.2856 0.32283 0.3467 47 48 0.0001 0.0008 0.0002 0.0001 0.6217 0.4703 0.3468 0.001 0.0166 0.6225 0.4713 0.3634 49 0.0015 3.59E-05 0.0001 0.624 0.4714 0.3635 50 3.603E-05 0.0001 0.0052 0.624 0.4715 0.3688 I Modal Modal 51 0.0111 I Modal Modal I Modal Modal r Modal Modal 52 0.0002 0.0012 0.0086 0.6352 0.4726 0.3774 0.0001 0.0037 0.6353 0.4727 0.3811 53 0.0259 0.007 9.587E-06 0.6612 0.4797 0.3811 54 0.0003 0.0001 0.0004 0.6615 0.4798 0.3814 55 0.0044 0.0002 0.0038 0.6659 0.48 0.3853 56 0.0004 0.0005 0.0032 0.6663 0.4805 0.3885 57 0 0.0101 0.004 0.6663 0.4907 0.3925 58 0.0029 0.0794 0.0525 Page 197 of 201 0.6692 0.5701 0.4451 Analysis Results 12/15/2017 Table 5.9 - Modal Participating Mass Ratios (Part 2 of 2, continued) Case Mode RX RY RZ S FtX Sum RY Sum RZ Modal I Modal Modal 59 0.0014 0.0012 0.004 0.6706 0.5713 0.4491 60 0.0064 0.0365 0.0702 0.677 0.6078 0.5192 61 0.002 0.0255 0.0001 0.679 0.6333 0.5193 I Modal Modal [ Modal Modal I Modal 62 0.0023 0.0121 0.0182 0.6813 0.6454 0.5374 63 0.0037 0.0001 2.284E-05 0.685 0.6455 0.5375 64 0.0001 0.0025 0.0013 0.6851 0.648 0.5387 65 0.0009 0.0009 0.0025 0.686 0.6489 0.5412 Modal I Modal Modal I Modal Modal I Modal Modal I Modal Modal 66 67 0.0061 0.0027 0.0008 0.0041 0.692 0.6497 0.5453 0.0243 0.0025 0.6947 0.674 0.5478 68 0.001 0.001 0.0454 0.6957 0.6751 0.5933 69 7.759E-06 0 0.0002 0.6957 0.6751 0.5935 70 0.0003 1.164E-05 0.0048 0.696 0.6751 0.5983 71 2.765E-05 5.772E-06 0.0007 0.696 0.6751 0.599 72 1.912E-06 0.0018 0.0019 0.696 0.6768 73 0.0003 0.0001 0.0021 0.6964 0.6769 74 0.0002 0.0088 0.0087 0.6966 0.6857 75 0.0077 0.0001 0.1218 0.7043 0.6858 0.6009 I 0.603 0.6117 1 0.7336 I Modal Modal I Modal Modal 76 0.0013 0.0002 0.0033 0.7056 0.686 0.7368 77 0.0279 0.0053 0.0678 0.7335 0.6912 78 0.0001 0.0027 0.004 0.7336 0.694 79 0.0003 0.0003 0.0005 0.7339 0.6943 I Modal 80 0.0075 0.0033 0.0143 0.7414 0.6976 Modal I Modal Modal 81 0.0001 0.0029 0.0111 0.7415 0.7005 82 2.387E-05 4.45E-05 0.0091 0.7415 0.7006 83 0.0005 8.493E-06 0.0004 0.742 0.7006 I Modal Modal I Modal Modal 84 0.0006 0.006 0.0025 0.7427 0.7066 85 0.0068 0.0017 2.128E-05 0.7495 0.7083 0.8046 0.8086] 0.8091 0.8234 0.8345 0.8436 0.844 0.8465 _1 0.8465 86 0.0053 0.0002 0.0037 0.7548 0.7085 0.8502 I Modal Modal Modal Modal I Modal Modal 87 0.0009 1.041 E-05 0.0011 0.7557 0.7085 88 0.0012 0 0.0169 0.7569 0.7085 89 0.0004 1.927E-05 0.0003 0.7573 0.7085 0.8513 0.8682 J 0.8685 90 0.0002 0.0001 0.0031 0.7575 0.7086 0.8716 91 0.0127 0.003 0.0018 0.7702 0.7116 0.8734 92 0.0122 2.758E-05 0.0033 0.7824 0.7116 0.8767 93 4.81 E-05 0.0001 6.335E-07 0.7825 0.7117 Modal 94 0.0098 0.0028 0.0001 0.7923 0.7145 Modal 95 0.0009 0.0001 0.0004 0.7932 0.7146 0.8767 0.8768 1 0.8772 1 Modal Modal 96 0.0032 0.0001 0.0018 0.7964 0.7148 0.879 97 0.0004 0.0001 0.014 0.7968 0.7149 0.893 Modal Modal C Modal 98 99 0.0013 0.0009 0.0017 0.7981 0.7158 0.8946 0.0068 0.0007 0.0006 0.8049 0.7165 0.8952 100 0.0008 0.0023 0.0005 0.8057 0.7188 0.8958 Page 198 of 201 Analysis Results 12/15/2017 Table 5.10 - Modal Load Participation Ratios Case Item Type Item Static Dynamic UZ RZ % /o Modal Acceleration UX 99.77 93.49 Modal Modal Acceleration UY 99.91 93.11 Acceleration UZ 0 Table 5.11 - Modal Direction Factors 0 Case 1 Mode Period sec UX UY UZ RZ Modal 1 r Modal 2 Modal 0.232 0.005 0.489 0 0.505 0.229 0.827 0.093 0 0.08 3 0.214 0 0.015 0 0.985 Modal 4 Modal Modal Modal Modal Modal 0.21 0 0.356 0 0.644 5 0.206 0 0.01 0 6 0.194 0.003 0.003 7 0.186 0.006 0.001 0 0 0.989 0.994 J 0.993 8 9 0.178 0.017 0.165 0.007 0.014 0.066 0 0.969 0 0.927 Modal 10 Modal 11 1 Modal 12 0.161 0.151 0.002 0.377 0 0.621 0.003 0.463 0 0.534 Modal 13 E Modal 14 Modal 15 [ Modal 16 Modal 17 1 Modal 18 Modal 19 Modal 20 Modal 21 0.143 0.143 0 0.012 0 0.988 0 0 0 0.139 0 0.021 0 0.979 0.138 0.001 0.019 0 0.979 0.133 0.131 0.008 0.303 0 0.689 0.002 0.384 0 0.614 0.129 0.007 0.308 0 0.685 0.118 0 0 0 1 0.117 0 0 0 0.117 0 0.005 0 0.995 Modal 22 0.116 0 0 0 1 Modal 23 0.113 0 0.027 0 0.973 1 Modal 24 0.105 0.346 0.019 0 0.635 Modal 25 0.104 0.061 0.567 0 Modal 26 0.099 0.265 0.119 0 Modal 27 0.094 0.007 0 0 E Modal 28 0.093 0.007 0 Modal 29 0.09 0.534 0.064 0 0 0.372 0.616 0.993 0.992 0.402 1 Modal 30 Modal 31 0.081 0.021 0.096 0 0.883 0.081 0.027 0.068 0 0.905 Modal 32 0.077 0.167 0.04 0 0.793 Modal 33 0.076 0.685 0.036 0 Modal 34 0.074 0.04 0.186 0 Modal 35 0.068 0.042 0.049 0 0.279 0.7741 0.909 E Modal 36 Modal 37 0.065 0.064 0.145 0.023 0.129 0 0.725 0.504 0 1 Modal 38 0.06 0.012 0.036 0 Page 199 of 201 0.473 0.951 1 Analysis Results 12/15/2017 Table 5.11 - Modal Direction Factors (continued) Case Mode Period sec T UX UY UZ RZ Modal r Modal Modal 39 0.059 0.004 0.01 0 0.987' 40 0.059 0.002 0.007 0 0.99 41 0.057 0.001 0.006 0 Modal 42 0.056 0.08 0.509 0 Modal I Modal Modal I Modal Modal [ Modal Modal Modal Modal Modal Modal Modal Modal [Modal Modal [-Modal Modal [ Modal Modal I Modal Modal [ Modal Modal I Modal Modal Modal Modal t Modal Modal Modal Modal 6 Modal Modal 43 0.055 0.098 0.521 0 44 0.055 0.291 0.128 0 45 0.053 0.2 0.065 0 46 47 0.052 0.274 0.148 0 0.052 0.018 0.003 0 48 0.051 0.269 0.033 0 49 0.05 0.048 0.02 0 50 0.049 0.002 0 0 51 0.049 0.11 0.105 0 52 0.049 0 53 0.047 0.193 54 0.047 55 56 57 0.046 0.004 0.002 0 0.161 0.002 0 0 0.002 0 0 0.994 0.411 0.381 0.58 1 0.735 0.578, 0.979 0.698 0.932 0.998 0.785 0.999 1 0.646 0.995 0.995 0.046 0.044 0.134 0.128 0.125 0.011 58 59 0.043 0.274 0.013 0 0 0 0.738 j 0.864 0.713 0.042 0.167 0.012 0 0.821 60 61 62 0.04 0.04 0.169 0.101 0.072 0.039 0.028 63 0.039 0.097 0.135 0.01 0.135 0 0.759 0 0.763 0 0.961 0 64 65 0.039 0.038 0.018 0.021 0.002 0 0.031 0 66 0.037 0.006 0.009 0 67 0.037 0.066 0.01 0 0.768 0.948 0.985 0.924 68 69 0.037 0.036 0.003 0 0.016 0 0.982 0 0 1 70 0.036 0 0.003 0 0.996 71 0.036 0 0.002 0 0.998 72 0.035 0.014 0.006 0 0.98 73 0.035 0.001 0.003 0 0.996 74 0.035 0.122 0.001 0 0.876 75 0.033 0.004 0.107 0 Modal 76 0.032 0.001 0.029 0 Modal 77 0.031 0.019 0.252 0 0.89 0.97 1 0.729 I Modal Modal [ Modal Modal 78 0.031 0.003 0.011 0 79 0.031 0.007 0.136 0 0.986 1 0.857 80 81 0.03 0.03 0.032 0.225 0.115 0 0.016 0 0.853 I 0.758 E Modal Modal 82 0.029 0.006 0.019 0 0.975 83 0.029 0.002 0.002 Page 200 of 201 0 0.996 Analysis Results 12/15/2017 Table 5.11 - Modal Direction Factors (continued) Case Mode T Period sec UX UY UZ RZ Modal Modal Modal 84 0.029 0.059 0.048 0.893 85 0.029 0.035 0.1 0 0.866 86 1 Modal 87 Modal Modal Modal Modal Modal Modal Modal 88 0.027 0.109 1 0.061 0 0.83 0.027 0.235 1 0.007 0 0.758 0.027 0.002 1 0.004 0 0.994 89 0.027 0.003 1 0.004 0 0.994 90 0.026 0.024 1 0.032 0 0.945 91 0.026 0.067 I 0.151 0 92 0.026 93 0.026 0.032 0.071 0 0.004 0.001 0 94 0.025 0.016 0.118 0 0.782 0.897 0.995 0.865 95 0.025 0.001 1 0.005 0 Modal 96 0.025 0.083 1 0.213 0 0.994 1 0.703 Modal 97 0.025 0.001 1 0.006 0 0.993 Modal 98 1 Modal 99 Modal 100 0.024 0.001 1 0.012 0 0.024 0.007 1 0.015 0 0:024 0.028 1 0.008 0 Page 201 of 201 0.987 0:978 0.964 DJ7-0336 Al Metzler From: Keith Hillstrom <Keithh@emeraldfirellc.com> Sent: Wednesday, June 6, 2018 6:41 AM To: Al Metzler Cc: Wayne Knoll Subject: FW: Impact Charter School Fire Sprinkler Attachments: Impact Charter FP2.pdf From: Keith Hillstrom Sent: Wednesday, June 06, 2018 6:34 AM To: 'al.metzler@tukwila.gov' <al.metzler@tukwila.gov> Subject: Impact Charter School Fire Sprinkler Al: Thank you for your time yesterday afternoon to discuss the fire sprinkler modifications to the existing fire sprinkler . system for the new Impact Charter School located at 3438 South 148th. Our discussion lead to your approval to allow the GWB to be installed below the new steel framing, since the area above is deemed non-combustible per NFPA #13, while the :plans .are in the review_ process. I have attached a copy of the building section we discussed for your file as requested. I would appreciate your acknowledgment of this e-mail that I can share with the GC for his file, Thank you for your consideration regarding this request. Have a great day, Keith Hillstrom, cell 253-606-1217 RECEIVED CITY OF TUKWILA JUN 062018 PERMIT CENTER 5 1 1111111111M0) ) cJJ 0 0 5 RECEIVED CITY OF TUKWILA JUN 9 6 2018 PERMIT CENTER NAC ARCHITECTURE February 8, 2018 Bill Rambo City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Re: Impact Public School City of Tukwila Permit Application # D17-0336 Correction Letter #1, dated 01/18/2018 Dear Mr. Rambo, Please see our responses below to the plan review comments. Building Department 1. Plan sheets and related documents produced by engineer and/or architect shall be stamped and signed to include date of signature. Please provide documents with stamp, signature and date of signature as indicated. A complete new set of plan sheets is submitted with this letter. All sheets are stamped, signed and dated. Revisions are clouded and tagged. 2. Show R-38 insulation in the framed ceiling above the suspended ceiling. RECEIVED CITY OF TUKWILA FEB 12 2018 PERMIT CENTER We have added notes to the building sections on A4.03 and to detail5/A5.20, calling for R-38 insulation above the hard -lid ceiling. 3. Please provide framing details for the new floor and ramp in room 101A. Show slope of ramp complying with ADA codes. A new detail for the ramp and floor in room 101A has been tagged on the floor plan. The detail can be found on sheet A5.20. The ramp slope has been noted as 1:12 max. Please note that a similar ramp and landing have been added at the north end of Hall H10, adjacent to the exterior door. CORREC ION Planning Department LTR# 1. Applicant will need to submit a sign permit for the monument and building -mounted signs. The monument sign is being eliminated from the project. We will submit a sign permit application once the design for the building mounted signage has been finalized. >2025 First Avenue, Suite 300, Seattle,: WA 98121-3131 33b 206 441 4522 / nacarchitecture.com February 8, 2018] 2 of 2 2. Where pedestrian walks are used in parking lots for the use of foot traffic only, they shall be curbed or raised 6 inches above the lot surface. This pertains to pedestrian pathways connecting the school to the play area to the North, to the public ROW to the South and to the handicap parking spaces to the East. Per our phone conversation with Max Baker: • The South Pathway is already raised 6" above the adjacent parking stalls. Raising the path across the vehicular travel lanes will not increase pedestrian safety and will result in an unnecessary impediment to vehicular movement. • At the East pathway, a raised or curbed path would not be compatible with the requirements for providing an access aisle between the handicap parking stalls and an accessible pathway to the building. • At the North walkway leading from the building to the play yard, a raised walkway across the drive lanes would have a particularly negative impact on school bus movement. We have, however, added concrete curbs between the striped pathway and the adjacent parking stalls. Please refer to revised detail 1 /C1.0. The curbs between the parking stalls and the striped pathway will be constructed of a series of precast concrete wheel stops secured to the pavement. Gaps between the wheel stops will allow surface water to flow past the 'curbs' to the catch basin to the East. The wheel stops will also be more durable than an extruded asphalt or concrete curb. Sincerely, Philip Riedel Principal cc: Anna Johnson, Washington Charter School Development January 18, 2018 City of Tukwila Department of Community Development ANNA JOHNSON, WCSD 210 S HUDSON ST SEATTLE, WA 98134 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D 17-0336 IMPACT PUBLIC SCHOOLS - Dear ANNA JOHNSON, WCSD, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11 x 17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Plan sheets and related documents produced by engineer and/or architect shall be stamped and signed to include "date" of signature (See Applicable General Notes above). Please provide documents with stamp, signature and date of signature as indicated. 2. Show R-38 insulation in the framed ceiling above the suspended ceiling. 3. Please provide framing details for the new floor and ramp in room 101A. Show slope of the ramp complying with ADA codes. (2009 ANSI 405.2) Note: Contingent on response to these corrections, further plan review may request for additional corrections. PLANNING DEPARTMENT: MAX BAKER at (206)-431-3683 if you have questions regarding these comments. • Applicant will need to submit sign permit for monument and building -mounted signs. • Where pedestrian walks are used in parking lots for the use of foot traffic only, they shall be curbed or raised six inches above the lot surface. This pertains to pedestrian pathways connecting the school to the play area to the north, to the public ROW to the south, and to the handicap parking spaces to the east. TMC 18.56.040.7.e 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. D17-0336 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 OERMET COORD COPY PLANAEVIEW/ROUTING SLIF PERMIT NUMBER: D17-0336 DATE: ; 07/12/18 PROJECT NAME: IMPACT PUBLIC SCHOOL SITE ADDRESS: 3438 S .148 ST Original Plan Submittal Revision # before Permit .Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: -13~te Building Division Public Works n Fire Prevention Structural Planning Division ❑ Permit Coordinator C PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 07/17/18 Structural Review Required REVIEWER'S INITIALS: DATE: El APPROVALS OR CORRECTIONS: DUE DATE: 08/14/18 Approved Approved with Conditions C Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 PER IT COORD COPY. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0336 DATE: 02/12/18 PROJECT NAME: IMPACT PUBLIC SCHOOL SITE ADDRESS: 3438. S 148 ST Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works n Fire Prevention Structural n lay: Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 02/13/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/13/18 Approved Corrections Required 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 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0336 PROJECT NAME: IMPACT PUBLIC SCHOOL SITE ADDRESS: 3438 S 148TH ST X Original Plan Submittal Response to Correction Letter # DATE: 12/22/17 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works A -I4 AIAJC H) --(g 3 r -II Fire Prevention l Planning Division Structural Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWERc6 INITIALS: DATE: 12/26/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Revie DUE DATE: 01/23/18 ❑ Approved with Conditions ❑ \j s Denied (ie: Zoning Issues) Notation: REVIEWERGS INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 1-1(3-1 { —'(3-1t?) Departments issued corrections: Bldg Fire ❑ Ping PW Staff Initials: 12/18/2013 PROJECT NAME: %yr �cJbl�, ,ko SITE ADDRESS: 231-(1 S PERMIT NO: 17-033& ORIGINAL ISSUE DATE: 3 meq_( g REVISION LOG REVISION NO.� DATE RECEIVED STAFF INIGT�ILS ISSUED DATE ISSUED DATE STAFF � �� � � �`� 116INITIALS Received by: Summary of Revision: tiC (IIS-A��S 4iA�K cV7Ade iv\ Goat q t�..e04 � cuTlS� 1vkkw 4vuc ley 4ti-` aCcA.-)e. Received by(. REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila ^ i 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: 7, to (1 $ Plan Check/Permit Number: D/7 O?? 6 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 41 Revision # 1 after Permit is Issued Rr Revision requested by a City Building Inspector or Plans Examiner LI Deferred Submittal # Project Name: Project Address: Contact Person: RECEIVED CITY OF TUKWILA JUL 1 2 2018 na P4 r. Cern-ori.. SottboL 341 g$ S pis - ST. Tukwtth w/A Summary of Revision: Phone Number: PERMIT CENTER 2/A 2.O . Be-ndet .r Go - rt) Ll l.,cs ? . O tEnu „ ! Cr is m eWl.k0t1 4 I eCk•n0N rt.ErynTc-ISD ont 212.. oq! • es%f Cr-•tD C -s 6; 7 OPENS iS v1vtak=-D -r'YPE L&D Loc -41-10,./ w t.s. Seww r1 dei 42. o t • CE-•rwec..i t"y-n..b c.f./el 4i, 7 OlJ akt-t.. L(NtE . ttvlk.,k D vvvili A F..� ') a'.o PtAsJ Cates No "t) Sheet Number(s): "Cloud" or highlight all areas of revision including date o revision Received at the City of Tukwila PermitCenterby: '—Entered in TRAKiT on ` t)--"4 W \Permit Center\TemplatesWForms\Revision Submittal Formdoc Revised: August 2015 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must he submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. 2/8/18 D 17-0336 Date:. Plan Check/Permit Number: ❑ . Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner Project Name: Impact Public School Project Address: 3438 S 148 St RECEIVED CITY OF TUKWILA FEB 1 2 2018 PERMIT CENTER Contact Person: Anna Johnson phone Number: 206-832-8515 Summary of Revision: G2.01: minor revisions to Code plans, including occupant load at Servery and egress widths at North1exit G2.01, A1.02, A2.00 & A3.10: revision to scope of work at the basement. Basement will no longer be use for parking. Passenger cars will enter the basement for student drop-off & pick-up only. A3.11: Detail tags have been added to the ramp and floor in room 101A; A ramp has been added in Hall H10 adjacent to the exterior door. This will allow for adequate vehicular clearance below the new exterior landing. A4.03, 5/A5.20: R-38 batt insulation has been added above the hard lid ceiling at the classrooms. A5.20: Details 6 & 7 added to clarify construction of the raised floor and ramp in Room 101A. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisipt Received at the City of Tukwila Permit Centers by: '—Entered in TRAKiT on ,)--"1)---f (l Ti \applications\loons-applications on linelrevision submittal Created: 8.13-2004 JOHN KORSMO CONSTRUCTIO''T'NC ik Washington State Department of 14,0 Labor & Industries Home Espafiol Contact Safety & Health Claims & Insurance Search L&I Page 1 of 3 A -Z Index 1lelp My 1.&:1 Workplace Rights Trades & Licensing JOHN KORSMO CONSTRUCTION INC Owner or tradesperson Principals KORSMO, JR, JOHN S JR, PRESIDENT Doing business as JOHN KORSMO CONSTRUCTION INC WA UBI No. 601 060 081 PO BOX 1377 TACOMA, WA 98401 253-582-6712 PIERCE County Business type Corporation Governing persons EDNA M KORSMO JOHN S JR KORSMO; JOHN S SR KORSMO; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. JOHNKCI126BE Effective — expiration 01/05/1988— 01/01/2020 Bond .._............. TRAVELERS CAS & SURETY CO Bond account no. 105303259 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 12/14/2009 01/01/2010 Expiration date Until Canceled Insurance ................... Liberty Mutual Fire Insurance $1,000,000.00 Policy no. TB2Z91466419027 Received by L&I Effective date . 09/29/2017 09/30/2017 Expiration date 09/30/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601060081 &LIC=JOHNKCI 126BE&SAW= 3/29/2018 WASHINGTON CHARTER SCHOOL DEVELOPMENT IMPACT PUBLIC SCHOOL TUKWILA N COVICINITY MAP Scale: NTS WA SEATTLE TUKWILA WASHINGTON STATE N SPOKANE 0 S 146th St S 148th St a. . a. 0 0 w f 7 -Eleven S 14611) Si 0 m S 148th St S 148th St 3 1461h St PROJECT LOCATION 3438 South 148th Stree 25 min drive - acme 0 0. crt Church By the git Side of the Road' Travelodge Sea -Tac Airport North China P villion 0 m c -� Cash Ar 3146th St 101. t ; Shell Pizza'Hut S 148th St Seattle Indoor Swap P CO COM LOCATION MAP Scale: NTS 2/7/2018 10:16:33 AM D:\_Revit\ImpactPS-Arch aJain.rvt OWNER WASHINGTON CHARTER SCHOOL DEVELOPMENT 210 S HUDSON STREET SEATTLE WA 98134 206-832-8515 ANNA JOHNSON ARCHITECT NACIARCHITECTURE 2025 1ST AVENUE SEATTLE 206.441.4522 PHILIP RIEDEL WA 98121 CIVIL ENGINEER LPD ENGINEERING 1932 FIRST AVENUE, SUITE 201 SEATTLE WA 98101 206.725.1211 MARC SERVIZI STRUCTURAL ENGINEER SWENSON SAY FAGET 2124 THIRD AVENUE, SUITE 100 SEATTLE WA 98121 206.443.6212 ZANE KANYER MECHANICAL ENGINEER DESIGN / BUILD - TBD FIRE PROTECTION DESIGN / BUILD - TBD ELECTRICAL ENGINEER DESIGN / BUILD - TBD GENERAL CONTRACTOR KORSMO CONSTRUCTION PO BOX 1377 TACOMA 253-582-6712 WA 98401 PROJECT DESCRIPTION: PORTIONS OF AN EXISTING 3 STORY COMMUNITY CENTER/ AUDITORIUM BUILDING WILL BE REMODELED TO CREATE A CHARTER ELEMENTARY SCHOOL. EXISTING CONSTRUCTION IS A MIX OF PRECAST CONCRETE WALL PANELS AND COLD -FORMED METAL FRAMED WALLS OVER A CAST -IN-PLACE CONCRETE GARAGE PODIUM. CURRENT SCOPE OF WORK PRIMARILIY CONSISTS OF CONSTRUCTING CLASSROOMS INSIDE THE FORMER AUDITORIUM SPACE ON THE 1ST FLOOR OF THE BUILDING. OPENINGS FOR NEW WINDOWS WILL BE CUT IN THE CONCRETE EXTERIOR WALLS TO PROVIDE DAYLIGHT FOR THE CLASSROOMS. THE HVAC SYSTEMS SERVING THE FORMER AUDITORIUM WILL BE DISMANTLED AND NEW EQUIPMENT WILL BE INSTALLED TO SERVE THE CLASSROOMS THE EXISTING BUILDING IS FULLY SPRINKLERED. THE EXISTING FIRE PROTECTION SYSTEM IN THE REMODELED PORTION OF THE FACILITY WILL BE MODIFIED, IN COMPLIANCE WITH NFPA 13, WITH NEW AUTOMATIC FIRE SUPPRESSION SYSTEM DEVICES. 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. PLANNING APPROVED • No changes .can be made. to these plans without approval from the Planning Division of DCD Approved By: Date: -6.-11-1 DEFERRED SUBMITTALS: MECHANICAL PLUMBING ELECTRICAL FIRE PROTECTION PREFABRICATED RAMP ASSEMBLY 1� SEPARATE PERIIT REQUIRED FOR: BUILDING (12/;;D:chanical Etectrical ��mblrtg Gas Piping City of Tukwila BU ILr NG DIVISION FILE COPY Permit No.LIII-Dalk 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 : , •nditions Is acknowledged: By: Date: City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED FEB 15 2010 )4-"r ION INDEX OF DRAWINGS 00 GENERAL G0.00 INDEX SHEET G2.00 CODE SUMMARY + AREA OF WORK DIAGRAMS G2.01 CODE PLANS & ANALYSIS G2.02 TYPICAL ASSEMBLIES DETAILS G3.00 SURVEY - PAGE 1 G3.01 SURVEY - PAGE 2 02 CIVIL C1.0 ENLARGED SITE PLAN AREAS C1.1 DETAILS 06 ARCHITECTURAL A0.01 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS A1.02 SITE PLAN A2.00 BASEMENT - DEMOLITION PLAN A2.01 LEVEL 1 - DEMOLITION PLAN A2.02 LEVEL 2 - DEMOLITION PLAN A2.03 LEVEL 3 - DEMOLITION PLAN A2.04 EXTERIOR ELEVATIONS - DEMOLITION INDEX OF DRAWINGS A2.05 A3.01 A3.10 A3.11 A3.12 A3.13 A3.14 A4.01 A4.02 A4.03 A5.10 A5.20 A6.01 A7.03 A7.04 A9.01 EXTERIOR ELEVATIONS - DEMOLITION SCHEDULES - DOORS, RELITES, WINDOWS & FINISHES BASEMENT - FLOOR PLAN LEVEL 1 - FLOOR PLAN LEVEL 2 - FLOOR PLAN LEVEL 3 - FLOOR PLAN ROOF PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS BUILDING SECTIONS EXTERIOR DETAILS INTERIOR DETAILS VERTICAL CIRCULATION INTERIOR ELEVATIONS INTERIOR ELEVATIONS REFLECTED CEILING PLAN - LEVEL 1 08 STRUCTURAL S1.1 GENERAL STRUCTURAL NOTES S2.1 FOUNDATION PLAN S3.1 TYPICAL CONCRETE DETAILS S4.1 TYPICAL LIGHT GAGE DETAILS S5.1 TYPICAL STEEL DETAILS CORRECTION LTR# RECEIVED CITY OF TUKWILA FEB 12 2018 PERMIT CENTER 11-033f9 © 2017 NAC inc REVISIONS 8031 REGISTERED ARCHITECT P P RIEDEL STATE OF WASHINGTON WASHINGTON CHARTER SCHOOL DEVELOPMENT IMPACT PUBLIC SCHOOL 3438 SOUTH 148TH STREET, TUKWILA, WA, 98168 NAC ARCHITECTURE nacarchitecture.com 2025 FIRST AVE 1 SUITE 300 SEATTLE WA 98121 P:206.441.4522 NAC NO 121-17025 DRAWN AWJ CHECKED DATE 1/30/18 INDEX SHEET G0.00 BUILDING CODE SUMMARY 2015 IBC CHAPTER 2 DEFINITIONS STORY ABOVE GRADE PLANE ANY STORY HAVING ITS FIISHED FLOOR ENTIRELY ABOVE GRADE PLANE OR IN WHICH THE FINISHED SURFACE OF THE FLOOR NEXT ABOVE IS: 1) MORE THAN 6 FT ABOVE GRADE PLANE; OR 2) MORE THAN 12 FEET ABOVE THE FINISHED GROUND LEVEL AT ANY POINT. CHAPTER 3 USE AND OCCUPANCY 303.1.3 A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES THAT IS ASSOCIATED WITH A GROUP E OCCUPANCY IS NOT CONSIDERED A SEPARATE OCCUPANCY CHAPTER 4 SPECIAL REQUIREMENTS 406.4.6 MIXED OCCUPANCY SEPARATION PARKING GARAGES SHALL BE SEPARATED FROM OTHER OCCUPANCIES IN ACCORDANCE WITH SECTION 508.1. CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS BUILDING AREA 506.2.4 MIXED OCCUPANCY, MULTISTORY BUILDINGS EACH STORY OF A MIXED -OCCUPANCY BUILDING WITH MORE THAN ONE STORY ABOVE GRADE PLANE SHALL INDIVIDUALLY COMPLY WITH THE APPLICABLE REQUIREMENTS OF SECTION 508.1 MIXED USE AND OCCUPANCY 508.3 NONSEPARATED OCCUPANCIES THE ALLOWABLE BUILDING AREA AND HEIGHT SHALL BE BASED ON THE MOST RESTRICTIVE ALLOWANCES FOR THE OCCUPANCY GROUPDS UNDER CONSIDERATION PER 503.1. CHAPTER 6 TYPES OF CONSTRUCTION TABLE 601 FIRE RESISTANCE RATING FOR TYPE II B BUILDINGS: PRIMARY STRUCTURAL FRAME: 0 BEARING WALLS - EXTERIOR 0 BEARING WALLS - INTERIOR NONBEARING WALLS - EXTERIOR NONBEARING WALLS - INTERIOR FLOOR CONSTRUCTION ROOF CONSTRUCTION 0 SEE TABLE 602 0 0 0 TABLE 602 FIRE -RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASES ON SEPARATION DISTANCE (E AND S-2 OCCUPANCY, TYPE IIIB CONSTRUCTION) LESS THAN 5F 1 5 TO 10 FT: 1 10 TO 30 FT: 1 GREATER THAN 30FT: 0 CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES TABLE 705.8 EXTERIOR WALL OPENINGS: OPENINGS ARE NOT PERMITTED IN WALLS WITH LESS THAN 3FT FIRE SEPARATION DISTANCE. WITH 3-5FT SEPARATION: 5-10FT SEPARATION: 10-15FT SEPARATION: 15-20FT SEPARATION: GREATER THAN 20FT SEPARATION: 15% UNPROTECTED, 15% PROTECTED OPENINGS 25% UNPROTECTED, 25% PROTECTED OPENINGS 45% UNPROTECTED, 45% PROTECTED OPENINGS 75% UNPROTECTED, 75% PROTECTED OPENINGS UNLIMITED UNPROTECTED OPENINGS 705.11 PARAPETS ARE NOT REQUIRED ON EXTERIOR WALLS WITH FIRE SEPARATION DISTANCE GREATER THAN 5 FT FIRE BARRIERS 707.3 FIRE -RESISTANCE RATING THE FOLLOWING ASSEMBLIES SHALL BE CONSTRUCTED AS FIRE BARRIERS: SHAFT ENCLOSURES, INTERIOR EXIT STAIRWAY ENCLOSURES, EXIT ACCESS STAIRWAY ENCLOSURES, EXIT PASSAGEWAY WALLS, HORIZONTAL EXIT SEPARATION WALLS, OCCUPANCY SEPARATION WALLS, ATRIUM WALLS, INCIDENTAL USE ENCLOSURES. FIRE BARRIERS ENCLOSING EXIT ACCESS STAIRWAYS SHALL COMPLY WITH SECTION 713.4 707.5 CONTINUITY FIRE BARRIERS SHALL EXTEND FROM THE TOP OF THE FOUNDATION TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATING ABOVE AND BE SECURELY ATTACHED THERETO. 707.5.1 SUPPORTING CONSTRUCTION EXCEPTION 1 SUPPORTING CONSTRUCTION FOR 1 HOUR FIRE BARRIERS REQUIRED BY TABLE 509 IN TYPE IIB CONSTRUCTION IS NOT REQUIRED TO BE FIRE -RESISTANCE RATED. 707.6 OPENINGS OPENINGS SHALL BE PROTECTED AND SHALL BE LIMITED TO A MAXIMUM AGGREGATE WIDTH OF 25 PERCENT OF THE LENGTH OF THE WALL. VERTICAL OPENINGS 712.1.9 OPENINGS THAT DO NOT CONNECT MORE THAN TWO STORIES ARE PERMITTED. SHAFT ENCLOSURES 713.4 SHAFT ENCLOSURES THAT CONNECT FOUR OR MORE STORIES SHALL HAVE A FIRE RESISTANCE RATING OF NOT LESS THAN 2 HOURS. SHAFT ENCLOSURES THAT CONNECT LESS THAN 4 STORIES SHALL BE 1 HOUR RATED. THE NUMBER OF STORIES SHALL INCLUDE BASEMENTS. DUCTS AND TRANSFER OPENINGS 717.1.2 THE SPACE AROUND DUCTS PENETRATING NONFIRE-RESISTANCE-RATED FLOOR ASSEMBLIES SHALL COMPLY WITH SECTION 717.6.3 717.6.3 DUCTS THAT CONNECT NOT MORE THAN 2 STORIES CAN PENETRATE NONFIRE-RESISTANCE-RATED FLOOR ASSSEMBLIES IF THE ANNULAR SPACE AROUND THE DUCT IS PROTECTED WITH AN APPROVED NON-COMBUSTABLE MATERIAL THAT RESISTS THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. CONCEALED SPACES 718.3.3 DRAFTSTOPPING IS NOT REQUIRE IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM CHAPTER 10 MEANS OF EGRESS OCCUPANT LOAD 1004.1.1.1 WHERE OCCUPANTS EGRESS FROM ONE OR MORE ROOMS, AREAS OR SPACES THROUGH OTHERS, THE DESIGN OCCUPANT LOAD SHALL BE THE COMBINED OCCUPANT LOAD OF INTERCONNECTED OR INTERVENING SPACES 1004.1.1.2 THAT PORTION OF THE OCCUPANT LOAD OF A MEZZANINE WITH REQUIRED EGRESS THROUGH A ROOM, AREA OR SPACE ON AN ADJACENT LEVEL SHALL BE ADDED TO THE OCCUPANT LOAD OF THAT ROOM, AREA OR SPACE 1004.1.1.3 OTHER THAN FOR THE EGRESS COMPONENTS DESIGNED FOR CONVERGENCE, THE OCCUPANT LOAD FROM SEPARATE STORIES SHALL NOT BE ADDED 2/7/2018 10:16:37 AM D:\_Revit\ImpactPS-Arch_ajain.rvt MEANS OF EGRESS SIZING 1005.3.1 STAIRWAYS THE CAPACITY OF MEANS OF EGRESS STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY THE STAIRWAY BY A CAPACITY FACTOR OF 0.3 INCHES PER OCCUPANT. 10005.3.2 OTHER EGRESS COMPONENTS THE CAPACITY OF OTHER MEANS OF EGRESS COMPONENTS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY THE COMPONENT BY A CAPACITY FACTOR OF 0.2 INCHES PER OCCUPANT. TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY MAX OCCUPANT LOAD FOR ONE EXIT (A, E & B OCCUPANCIES): 49 MAX COMMON PATH OF TRAVEL DISTANCE (A & E OCCUPANCIES): 75 FT MAX COMMON PATH OF TRAVEL DISTANCE (B OCCUPANCIES): 100 FT TABLE 1006.3.1 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY OCCUPANT LOAD OF 1-500: 2 EXITS OCCUPANT LOAD OF 501-1000: 3 EXITS OCCUPANT LOAD OF MORE THAN 1,000: 4 EXITS EXIT AND EXIT ACCESS DOORWAY CONFIGURATION 1007.1.1 EXCEPTION 2 EXITS, EXIT ACCESS DOORWAYS, EXIT ACCESS STAIRS AND RAMPS, IN A BUILDING EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM, SHALL HAVE A SEPARATION DISTANCE OF NOT LESS THAN ONE-THIRD THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED. ACCESSIBLE MEANS OF EGRESS 1009.3 EXCEPTION 5 AREAS OF REFUGE ARE NOT REQUIRED AT STAIRWAYS IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM DOORS GATES AND TURNSTILES 1010.1.1 SIZE OF DOORS DOOR OPENINGS SHALL BE SUFFICIENT FOR THE OCCUPANT LOAD AND SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32 INCHES. CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. EXCEPTION 3: DOOR OPENINGS TO STORAGE CLOSETS LESS THAN 10 SF IN AREA SHALL NOT BE LIMITED BY THE MINIMUM WIDTH 1010.1.2.1 DIRECTION OF SWING DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING A ROOM OR AREA CONTAINING AN OCCUPANT LOAD OF 50 OR MORE PERSONS 1010.1.10 PANIC AND FIRE EXIT HARDWARE DOORS SERVING ROOMS OR SPACES WITH AN OCCUPANT LOAD OF 50 OR MORE IN A GROUP A OR E OCCUPANCY SHALL BE NOT BE PROVIDED WITH A LATCH OR LOCK OTHER THAN PANIC HARDWARE OR FIRE EXIT HARDWARE EXCEPTION 2: DOORS SERVING A GROUP A OR E OCCUPANCY SHALL BE PERMITTED TO BE ELECTROMAGNETICALLY LOCKED. ELECTRICAL ROOMS WITH EQUIPMENT RATED 1,200 AMPS OR MORE AND OVER 6FT WIDE AND THAT CONTAIN OVERCURRENT DEVICES, SWITCHING DEVICES OR CONTROL DEVICES, SHALL BE EQUIPPED WITH PANIC HARDWARE OR FIRE EXIT HARDWARE. THE DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL STAIRWAYS 1011.2 WIDTH AND CAPACITY STAIRWAY WIDTH SHALL BE NOT LESS THAN 44 INCHES. 1011.3 HEADROOM STAIRWAY HEADROOM CLEARANCE SHALL BE NOT LESS THAN 80 INCHES 1011.6 STAIRWAY LANDINGS THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. WHERE THE STAIRWAY HAS A STRAIGHT RUN, THE DEPTH OF THE LANDINGS NEED NOT EXCEED 48 INCHES. 011.7.3 THE WALLS AND SOFFITS WITHIN ENCLOSED USABLE SPACES UNDER ENCLOSED AND UNENCLOSED STAIRWAYS SHALL BE PROTECTED BY 1 HOUR FIRE RESISTANCE RATED CONSTRUCTION 1011.16 LADDERS PERMANENT LADDERS SHALL BE PERMITTED TO PROVIDE ACCESS TO THE FOLLOWING AREAS: 1. SPACES FREQUENTED ONLY BY PERSONNEL FOR MAINTENANCE, REPAIR OR MONITORING OF EQUIPMENT 5. NONOCCUPIED ROOFS THAT ARE NOT REQUIRED TO HAVE STAIRWAY ACCESS RAMPS 1012.2 SLOPE RAMPS USED AS A PART OF A MEANS OF EGRESS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN ONE UNIT VERTICAL IN 12 UNITS HORIZONTAL. 1012.4 VERTICAL RISE MAX VERTICAL RISE FOR ANY RAMP RUN SHALL BE 30 INCHES EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2 DISTANCE FROM THE MOST REMOTE POINT WITHIN A STORY ALONG THE NATURAL AND UNOBSTRUCTED PATH OF • HORIZONTAL AND VERTICAL EGRESS TRAVEL TO AN EXIT: OCCUPANCY GROUP A & E: 250 FT MAX OCCUPANCY GROUP B: 300 FT MAX EXIT ACCESS STAIRWAYS AND RAMPS 1019.1 THE NUMBER OF STORIES CONNECTED BY EXIT ACCESS STAIRWAYS AND RAMPS SHALL INCLUDE BASEMENTS BUT NOT MEZZANINES 1019.2 EXIT ACCESS STAIRWAYS AND RAMPS THAT SERVE FLOOR LEVELS WITHIN A SINGLE STORY ARE NOT REQUIRED TO BE ENCLOSED 1019.3 CONDITION 4: IN FULLY SPRINKLERED BUILDINGS, EXIT ACCESS STAIRWAYS ARE NOT REQUIRED TO BE ENCLOSED IN A SHAFT ENCLOSURE IF THE AREA OF THE VERTICAL OPENING BETWEENS STORIES DOES NOT EXCEED TWICE THE HORIZONTAL PROJECTED AREA OF THE STAIRWAY AND THE OPENING IS. PROTECTED BY A DRAFT CURTAIN AND CLOSELY SPACED SPRINKLERS. IN OCCUPANCIES OTHER THAN GROUP B AND M, THIS PROVISION IS LIMITED TO OPENINGS THAT DO NOT CONNECT MORE THAN 4 STORIES. CORRIDORS 1020.1 CORRIDORS IN FULLY SPRINKLERED A, B, & E OCCUPANCIES ARE NOT REQUIRED TO BE FIRE RESISTANCE RATED 1020.4 DEAD ENDS IN A GROUP A OCCUPANCY THE MAX DEAD END CORRIDOR LENGTH IS 20 FT. IN A FULLY SPRINKLERED GROUP B OR E OCCUPANCY THE MAX DEAD END CORRIDOR LENGTH IS 50FT. EXIT DISCHARGE 1028.1 EXIT DISCHARGE SHALL BE AT GRADE OR SHALL PROVIDE A DIRECT PATH OF EGRESS TRAVEL TO GRADE PROJECT INFORMATION PROJECT NAME: PROJECT ADDRESS: ARCHITECT: DESCRIPTION: ZONING: IMPACT PUBLIC SCHOOL 3438 SOUTH 148TH STREET, TUKWILA, WA, 98168 NACIARCHITECTURE CONTACT: PHILIP RIEDEL 2025 1ST AVENUE PHONE: 206.441.4522 SEATTLE WA 98121 FAX: REMODEL EXISTING COMMUNITY CENTER AND AUDITORIUM TO CREATE CHARTER ELEMENTARY SCHOOL RC LEGAL DESCRIPTION Parcel A: Lots 1, 2 and the north 53 feet of Lot 3, Block 2, J. E. Dixon's 1st Addition, according to the plat thereof recorded in Volume 54 of Plats, Page 52, in King County, Washington. Parcel B: The south 22 feet of Lot 3 and all of Lot 4, Block 2, J. E. Dixon's 1st Addition, according to the plat thereof recorded in Volume 54 of Plats, Page 52, in King County, Washington. Parcel C: Lot 2, Block 1, J. E. Dixon's 1st Addition, according to the plat thereof recorded in Volume 54 of Plats, Page 52, in King County, Washington. Parcel D: Lots 30 and 31, Block 7, Adams Home Tracts, according to the plat thereof recorded in Volume 11 of Plats, Page 31, in King County, Washington; Except the South 10 feet of Lot 31 conveyed to King County for road by deed recorded under recording number 2978341; And except the South 10 feet of Lot 30 for South 148th Street. THE ABOVE DESCRIBED LANDS ARE THE SAME AS DESCRIBED WITHIN TITLE COMMITMENT NO. 0096363-06 OF CHICAGO TITLE COMPANY OF WASHINGTON BEARING AN EFFECTIVE DATE OF MAY 12, 2017 AT 8:00 A.M. GOVERNING CODES 2015 INTERNATIONAL BUILDING CODE WITH STATEWIDE AMMENDMENTS 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) ICC/ANSI A117.1-09, ACCESSIBLE AND USABLE BUILDING AND FACILITIES, WITH STATEWIDE AMMENDMENTS 2015 INTERNATIONAL MECHANICAL CODE WITH STATEWIDE AMMENDMENTS 2015 INTERNATIONAL FUEL GAS CODE WITH STATEWIDE AMMENDMENTS (PART OF THE IMC ADOPTION) 2014 LIQUEFIED PETROLEUM GAS CODE (NFPA 58) 2015 NATIONAL FUEL GAS CODE (NFPA 54) (FOR LP GAS INSTALLATION ONLY) 2015 INTERNATIONAL FIRE CODE WITH STATEWIDE AMMENDMENTS 2015 UNIFORM PLUMBING CODE WITH STATEWIDE AMMENDMENTS 2015 WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE NATIONAL ELECTRICAL CODE (NFPA 70) ENERGY CODE SUMMARY APPLICABLE CODE: 2015 WASHINGTON STATE NON RESIDENTIAL ENERGY CODE EXISTING CONSTRUCTION: WALL TYPE A: PRE -CAST AND CIP CONCRETE PANELS (7.5" THICK MIN) WITH INTERIOR METAL STUD FURRING AND R-11 - R19 (THICKNESS VARIES BY LOCATION) BATT INSULATION WALL TYPE B: METAL STUD FRAMING WITH R-19 BATT INSULATION AND EIFS ROOF: R-30 RIGID INSULATION ON METAL DECK APPLICABILITY OF THE ENERGY CODE TO EXISTING BUILDINGS AND ADDITIONS: PER C503.1: ALTERATIONS TO AN EXISTING BUILDING, BUILDING SYSTEM OR PORTION THEROF SHALL CONFORM TO THE PROVISIONS OF THIS CODE AS THEY RELATE TO NEW CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTIONS OF THE EXISTING BUILDING OR BUILDING SYSTEM TO COMPLY WITH THIS CODE NEW CONSTRUCTION: THE ENTIRE EXTERIOR BUILDING ENVELOPE IS EXISTING WITH THE EXCEPTION OF NEW ALUMINUM WINDOWS AT THE CLASSROOMS AND NEW FRAMED WALL INFILL AT FORMER EXTERIOR DOOR OPENINGS NEW CONSTRUCTION COMPLIANCE APPROACH: PRESCRIPTIVE PER C402.1 NEW CONSTRUCTION DESIGN CRITERIA: VERTICAL FENESTRATION AREA (NOT INCLUDING OPAQUE DOORS AND OPAQUE SPANDREL PANELS) SHALL NOT EXCEED 30% OF THE GROSS ABOVE GRADE WALL AREA NEW CONSTRUCTION SUMMARY: OPAQUE THERMAL ENVELOPE ABOVE GRADE WALLS: WOOD FRAMED WITH R-19 BATT INSULATION FENESTRATION METAL FRAMING - FIXED (ALUMINUM STOREFRONT): METAL FRAMING - ENTRANCE DOORS (STOREFRONT): NON-METAL FRAMING (VINYL WINDOWS): WINDOW SHGC: 0.38 MAX U -FACTOR 0.60 MAX U -FACTOR 0.30 MAX U -FACTOR 0.40 SEW, 0.53 N PLUMBING FIXTURE CALCULATIONS BASED ON 2015 IBC TABLE 2902.1 AND WASHINGTON STATE AMENDMENTS OCCUPANCY: OCCUPANT LOAD: GROUP E - EDUCATIONAL, STUDENT (100SF/OCC) 154 (77 EA SEX) (BASED ON GROSS SF OF 15,376 SF) GROUP B - BUSINESS (ADMIN OFFICES) 60 (30 EA SEX) FIXTURES REQUIRED: DRINKING WC -MALE URINAL -MALE LAVS-MALE WC -FEMALE LAVS-FEMALE FOUNTAIN4 E OCC1 3 B OCC2 2 FIXTURES PROVIDED: E OCC B OCC 1 4 2 1 1 2 1 DRINKING WC -MALE URINAL -MALES LAVS-MALE WC -FEMALE LAVS-FEMALE FOUNTAIN 3 1 4 4 4 1 2 2 4 4 4 05 TOTAL FIXTURES PROVIDED: FOOTNOTES: WC + URINAL LAVATORIES 16 16 AREA OF WORK DIAGRAM - LEVEL 3 Scale: 1" = 50'-0" AREA OF WORK DIAGRAM - LEVEL 2 Scale: 1" = 50'-0" AREA OF WORK DIAGRAM - LEVEL 1 Scale: 1" = 50'-0" AREA OF WORK DIAGRAM - BASEMENT Scale: 1" = 50'-0" 1. E OCCUPANCY REQUIREMENTS: A. WATER CLOSETS ARE TO BE PROVIDED AT A RATE OF 1:35 MALE OCCUPANTS AND 1:25 FEMALE OCCUPANTS. B. LAVATORIES ARE TO BE PROVIDED AT A RATE OF 1:85 MALE OCCUPANTS AND 1:50 FEMALE OCCUPANTS 2. B OCCUPANCY REQUIREMENTS: A. WATER CLOSETS ARE TO BE PROVIDED AT A RATE OF 1:25 FOR THE FIRST 50 OCCUPANTS AND 1:50 FOR THE REMAINDER. B. LAVATORIES ARE TO BE PROVDIED AT A RATE OF 1:40 FOR THE FIRST 80 OCCUPANTS AND 1:80 THEREAFTER. 3. URINALS ARE OPTIONALLY PROVIDED. IN LIEU OF WC -MALE PER ICC 2902.1 FOOTNOTE 3. 4. DRINKING FOUNTAINS SHALL BE PROVIDED ON EACH FLOOR HAVING MORE THAN 30 OCCUPANTS. 5. THE OCCUPANT LOAD OF LEVELS 2 & 3 IS LESS THAN 30, THEREFORE DRINKING FOUNTAINS ARE NOT REQUIRED. AREA OF WORK LEGEND EXISTING BUILDING AREA WITH NO ARCHITECTURAL SCOPE OF WORK UNDER CURRENT PERMIT REVIEWED FOR -CODE COMPLIANCE APPROVED FEB 15 2010 RECEIVED CITY OF TUKWILA FEB 12 2018 PERMIT CENTER © 2017 NAC inc REVISIONS 8031 REGISTERED ARCHITECT PHILIP RIEDEL STATE OF WASHINGTON WASHINGTON CHARTER SCHOOL DEVELOPMENT 45 CO tin uuiD 11110) OCI H aim O mco to ® m NAC ARCH ITECTURE nacarchitecture.com 2025 FIRST AVE 1 SUITE 300 SEATTLE WA 98121 P:206.441.4522 NAC NO DRAWN CHECKED DATE 1/30/18 121-17025 AWS CODE SUMMARY + AREA OF WORK DIAGRAMS G2.00 ALLOWABLE AREA CALCULATIONS BUILDING A TOTAL BUILDING AREA: 23,978 SF OCCUPANCY GROUP OR GROUPS: E; B; S-2 OCCUPANCY DESCRIPTION: E: CLASSROOMS; B: ADMIN OFFICES; S-2: ENCLOSED PARKING GARAGE MIXED USE CLASSIFICATION (PER 508): NON -SEPARATED OCCUPANCIES* CONSTRUCTION TYPE: II B; FULLY SPRINKLERED BUILDING HEIGHT (PER 504.3) ALLOWABLE: 75'-O" ACTUAL: 55'-6" BUILDING AREA TOTAL ALLOWABLE PER FLOOR: 43,500 SF (BASED ON THE MOST RESTRICTIVE OCCUPANCY) BASE AREA PER TABLE 506.2: E: 43,500 SF; B: 69,000 SF; S-2: 104,000 SF FRONTAGE INCREASE PER 506.3: NOT REQUIRED BUILDING PERIMETER (P): N/A FRONTAGE > 20 FT: N/A TOTAL ALLOWABLE BUILDING AREA: 130,500 SF BUILDING STORIES (PER 504.4) ALLOWABLE: E: 3; B: 4; S-2: 4 ACTUAL: 3 ACTUAL BUILDING AREAS: BASEMENT: 15,376 SF (S-2) LEVEL 1: 15,376 SF (E) LEVEL 2: 3,999 SF (B) LEVEL 3: 4,603 SF (B) SUM OF RATIOS (PER 508.4.2): N/A ACCESSORY OCCUPANCY AREAS (PER 508.2): (MUST BE < 10 % OF FLOOR AREA) BASEMENT: 751 SF (MECHANICAL & ELECTRICAL) = 6% LEVEL 1: 793 SF (OFFICE) = 6% LEVEL 2: 344 SF = 8.6% LEVEL 3: 105 SF = 2.3% INCIDENTAL USE AREAS (PER 509): (MUST BE < 10 % OF THE FLOOR AREA) BASEMENT: 0 LEVEL 1: 0 LEVEL 2: 0 LEVEL 3: 0 ROOFTOP PENTHOUSE AREA (PER 1510.2): (MUST BE LESS THAN 1/3 AREA OF ROOF DECK) STAIR A EXTENDS TO PROVIDE ACCESS TO THE UPPER ROOF. THE FOOT PRINT OF THIS STAIR TOWER PENTHOUSE IS 286 SF. MEZZANINES AND EQUIPMENT PLATFORMS (PER 505): N/A ADDITIONAL NOTES: *EXISTING FLOOR AT LEVEL 1 (SEPARATING THE S-2 OCCUPANCY FROM'THE OCCUPANCIES) IS AN 11" THICK CIP CONCRETE SLAB AND WAS PERMITTED AS A 3 HR RATED ASSEMBLY UNDER THE 1985 UBC; NO CHANGES TO THIS ASSEMBLY ARE PROPOSED 2015 IBC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied; illumination level shall be not less than 1 footcandle at the walking surface. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require 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. GOVERNING CODES 2015 INTERNATIONAL BUILDING CODE WITH STATEWIDE AMMENDMENTS 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) ICC/ANSI A117.1-09, ACCESSIBLE AND USABLE BUILDING AND FACILITIES, WITH STATEWIDE AMMENDMENTS 2015 INTERNATIONAL MECHANICAL CODE WITH STATEWIDE AMMENDMENTS 2015 INTERNATIONAL FUEL GAS CODE WITH STATEWIDE AMMENDMENTS (PART OF THE IMC ADOPTION) 2014 LIQUEFIED PETROLEUM GAS CODE (NFPA 58) 2015 NATIONAL FUEL GAS CODE (NFPA 54) (FOR LP GAS INSTALLATION ONLY) 2015 INTERNATIONAL FIRE CODE WITH STATEWIDE AMMENDMENTS 2015 UNIFORM PLUMBING CODE WITH STATEWIDE AMMENDMENTS 2015 WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE NATIONAL ELECTRICAL CODE (NFPA 70) CODE PLAN LEGEND OM.s. MI= .I• MINN, ._. MINIM .MEI 250' MAX DISTANCE CODE PLAN GENERAL NOTES 1. SEE MAIN FLOOR PLANS FOR DIMENSIONS AND WALL TYPE REFERENCES. 2. SEE DOOR AND RELITE SCHEDULES, SHEET A3.01 AND DIVISION 8 SPECIFICATION FOR DOOR HARDWARE AND OTHER FIRE RATING REQUIREMENTS FOR DOORS AND RELITES. 3. SEE ELECTRICAL FOR EXIT SIGNS AND EMERGENCY EGRESS LIGHT FIXTURES. 4. STORAGE AND USE OF CLASS I, II AND IIIA LIQUIDS ARE PROHIBITED EXCEPT IN APPROVED QUANTITIES AS NECESSARY IN CLASSROOMS FOR OPERATION AND MAINTENANCE. THE QUANTITIES OF OTHER HAZARDOUS MATERIALS SHALL BE AS APPROVED BY THE FIRE MARSHALL. 5. BUILDING IS NONCOMBUSTIBLE FULLY SPRINKLERED CONSTRUCTION. AREAS OF EVACUATION ASSISTANCE ARE NOT REQUIRED. QUICK RESPONSE HEADS ARE USED WHERE ALLOWED BY IBC CHAPTER 9 AND A WRITTEN EVACUATION PLAN WILL BE SUBMITTED FOR APPROVAL PRIOR TO OCCUPANCY. 6. ALL ASSEMBLY ROOMS SHALL BE POSTED WITH ROOM CAPACITY SIGNS PER IBC 103.2.2.5 AND DIVISION 10 SPECIFICATIONS. 7. ARCHITECT SHALL REVIEW ALL DEFERRED SUBMITTALS AND VERIFY COMPLIANCE WITH THE DESIGN CONCEPT AND CODE REQUIREMENTS RELATING TO: A. AUTOMATIC SPRINKLER SYSTEM DESIGN DRAWINGS. B. MANUAL AND AUTOMATIC FIRE ALARM DRAWINGS. C. INSTALLATION DETAILS OF ACOUSTICAL CEILING SUSPENSION SYSTEM. D. INSTALLATION DETAILS OF MEMBRANE AND THROUGH -PENETRATION FIRE STOPS, AND FIRE -RESISTIVE JOINT SYSTEMS. E. DESIGN DETAILS AND STRUCTURAL CALCULATIONS FOR THE SEISMIC ANCHORAGE AND BRACING OF EACH PIECE OF FLOOR MOUNTED AND ROOF MOUNTED MECHANICAL AND OTHER EQUIPMENT WEIGHING 400 POUNDS OR MORE. F. WRITTEN FIRE AND LIFE SAFETY EMERGENCY PLAN, WHICH SPECIFICALLY ADDRESSES THE EVACUATION OF PERSONS WITH DISABILITIES 8. APPROVED AUDIBLE SPRINKLER FLOW ALARMS SHALL BE INSTALLED WITHIN THE REMODELED PORTIONS OF THE BUILDING AND ON THE EXTERIOR IN APPROVED LOCATIONS; ACTUATION SHALL CONFORM TO IBC CHAPTER 9. ELECTRICAL VALVE MONITORING FOR SPRINKLER SYSTEM AND WATER FLOW SWITCHES SHALL BE INSTALLED AND CONNECTED TO AN APPROVED CENTRAL, REMOTE, OR PROPRIETARY MONITORING STATION. 9. AN APPROVED MANUAL AND AUTOMATIC FIRE ALARM SYSTEM SHALL BE INSTALLED AS SPECIFIED IN THE FIRE CODE; VISIBLE ALARMS COMPLYING WITH WSBC SECTION 1106.15.2 SHALL BE INSTALLED IN ALL COMMON -USE AREAS, ASSEMBLY AREAS, TOILET ROOMS, HALLWAYS, LOBBIES AND CORRIDORS. 10. A PROGRAM OF PROTECTION FOR ALL THROUGH PENETRATIONS AND MEMBRANE PENETRATIONS OF FIRE AND SMOKE RATED ASSEMBLIES SHALL BE REQUIRED. THIS PROGRAM SHALL APPLY AN 'F' RATING EQUAL TO THE FIRE RESISTIVE RATING OF THE COMPONENT BEING PENETRATED AS DEMONSTRATED BY THE MANUFACTURER OF THE PENETRATION PROTECTION SYSTEM THROUGH RECOGNIZED TESTING. ALL PENETRATIONS THROUGH ALL FIRE RATED ASSEMBLIES SHALL BE PROTECTED IN THIS MANNER. 11. AT JOINTS BETWEEN FIRE RESISTIVE ASSEMBLIES A FIRE RESISTIVE JOINT SYSTEM SHALL BE PROVIDED. SUBMIT MANUFACTURER'S LITERATURE DESCRIBING FIRE RATING TESTING AND SPECIFIC DETAIL REQUIREMENTS FOR THE INSTALLATION OF THE SYSTEM. IF REQUIRED TO COMPLY WITH MANUFACTURER'S REQUIREMENTS, SURROUNDING CONSTRUCTION SHALL BE MODIFIED, ONLY WITH PRIOR APPROVAL OF THE ARCHITECT, TO ALLOW FOR THE INSTALLATION OF THE PROPOSED SYSTEM. 12. INTERIOR WALL AND CEILING FINISHES SHALL CONFORM TO IBC SECTION 803 AND TABLE 803.11 FOR FLAME SPREAD REQUIREMENTS. FIRE PROTECTION NOTES 1. EXISTING FIRE SPRINKLER AND FIRE ALARM SYSTEMS TO REMAIN INTACT IN AREAS WITH NO SCHEDULED WORK. 2. A SPRINKLER SYSTEM WITH QUICK -RESPONSE HEADS WILL BE INSTALLED IN ACCORDANCE WITH IBC CHAPTER 9 AND NFPA-13, IN ALL REMODELED AREAS. SEE MECHANICAL DRAWINGS AND DIVISION 15 SPECIFICATIONS. SPRINKLER DRAWINGS TO BE SUBMITED BY LICENCED INSTALLER AS DEFERRED SUBMITTAL AFTER PROJECT BIDS. 3. BUILDING TO HAVE FIRE ALARM SYSTEM PER NFPA-72 THROUGHOUT WITH ADDRESSABLE PANEL. SEE ELECTRICAL DRAWINGS AND DIVISION 16 SPECIFICATIONS. FIRE ALARM DRAWINGS TO BE SUBMITED BY LICENCED INSTALLER AS DEFERRED SUBMITTAL AFTER PROJECT BIDS. 4. SMOKE CONTROL SYSTEM IS NOT REQUIRED. 5. FIREBLOCKING IS TO BE LOCATED AT COMBUSTIBLE WALL CAVITIES AS NOTED ON THE ARCHITECTURAL FLOOR PLANS. 6. FIRE EXTINGUISHERS ARE LOCATED AS SHOWN ON THE ARCHITECTURAL FLOOR PLANS. FIRE STOPPING NOTES ALL PENETRATIONS MADE THROUGH FIRE -RATED WALLS, CEILINGS AND FLOOR ASSEMBLIES, BOTH EMPTY HOLES AND HOLES ACCOMODATING SUCH ITEMS AS DUCTS, PIPES, CONDUIT, AND OTHER PENETRATING ITEMS SHALL BE FIRE- STOPPED. PENETRATIONS SHALL BE FIRE STOPPED TO RETAIN THE INTEGRITY OF THE TIME - RATED CONSTRUCTION BY MAINTAINING AN EFFECTIVE BARRIER AGAINST THE SPREAD OF FLAME, SMOKE, AND GASES, IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 07270 - FIRESTOPPING. MECHANICAL AND ELECTRICAL RELATED PENETRATIONS SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR MAKING THE PENETRATION - SEE MECHANICAL AND ELECTRICAL. 2/7/2018 10:16:39 AM D:\_Revit\ImpactPS-Arch_ajain.rvt EXIT ACCESS STAIRWAY; CONNECTS 4 STORIES; TRAVEL DISTANCE TO EXIT = 121 FT NSO \/ /\ NSO \1 \ ROOM TYPE EXISTING FIRE BARRIER (SHAFT ENCLOSURE) EXIT ACCESS TRAVEL DISTANCE DECISION POINT WITHIN 75'-0" OF COMMON PATH OF TRAVEL ACCUMULATED OCCUPANT LOAD OCCUPANT LOAD AT EXIT. NUMBER INDICATES THE CALCULATED ACCUMULATED LOAD AT A PARTICULAR EXIT OR EXIT ACCESS COMPONENT. ARROW INDICATES EXIT DIRECTION. MINIMUM REQUIRED EXIT OR STAIR WIDTH (INCHES) ACTUAL EXIT OR STAIR WIDTH PROVIDED (INCHES) 10 1+ OCCUPANT LOAD 150 SF/ OCCUPANT LOAD FACTOR - TABLE 1004.1.1 NSO ROOM AREA NOT SIMULTANEOUSLY OCCUPIED FIRE RATED CEILING ASSEMBLY; REFER TO CODED NOTES FOR RATING AND ADDITIONAL INFORMATION COD R NO ° ; LE i' IS PAGE 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 Tess 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 lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. ELEV NSO\ I /` 1 OFFICE >4\ SF/ bb.. �IOFFJeE /x/- \/ Xj >: 22 FT‘�\//\ y \ /\/>\\\/ FA </\pFFICE<'1' ,/>; /X16\/ /\I//\ / 56 SFF2fi100 / 0\\%\. >v/�//�%� << \/;/\ / >j1h,i vvv/v/ am\,.\ </V �l � \/I'‹ ">_22 FT i 5‘; 1> / EXIT ACCESS STAIRWAY; CONNECTS 4 STORIES; TRAVEL DISTANCE TO EXIT = 120 FT KITCHEN 2 178 SF/ 100 STOR 1 66 SF/300 RR NSO STOR 39 SF/ 300 # EXIT ACCESS STAIRWAY CODE PLAN - OCCUPANCY LEGEND A (ACCESSORY TO E) B /// ROOF BELOW E S-2 S-2 (PARKING GARAGE) ON LEVEL 3 -CODE PLAN Scale: 1" = 20'-0" Scale: 1" = 20'-0" STORAGE 39 SF/300 OFFICE 2 OFFICE 2 174 SF/100 155 SF/100 117 \/ / x'/X'> ,,\/ />,OFyICE<,/\ /27/2 \ 61A'SF/,1b0x y/ /` /' / /N /\ \ /�y 9sN KITCHEN 1 92 SF/100 DINING 9 136 SF/ 15 __ .I 1s%\17FTJ /v <11 / X /< <•// //' I ' ,\ 1; N EXIT ACCESS STAIRWAY • \may / t 7 / / \\ OPEN TO/ \ BELOW STORAGE 92 SF / 300 i \ \ \ LEVEL 2 - CODE PLAN Scale: 1" = 20'-0" UP STAIR v STOR 1 58 SF/ 300 .. sew. t =SLAM UP CLASSROOM SERVERY 38 CLASSROOM 38 743 S F / 20 744 SF/20 184 SF/200 37 CLASSROOM 38 744 SF/20 38 CLASSROOM CLASSROOM 744 SF/20 740 SF/ 20 DOORWA •oonaIIIn CLASSROOM CLASSROOM CLASSROOM 758 -SF /'15 CLASSROOM CLASSROOM 742 SF/ 20 743 SF/ 20 744 SF/ 20 744 SF/ 20 740 SF/ 20 UP MAIN ENTRY LEVEL 1 - CODE PLAN Scale: 1" = 20'-0" MAX TRAVEL DISTANCE AT LEVEL 1 = 167 FT UP NOTE: ALL EXTERIOR DOORS EXCEPT MAIN ENTRY SHALL BE EGRESS ONLY OR SHALL REQUIRE A STAFF KEYCARD TO OPEN; ELEVATOR SHALL REQUIRE A KEYCARD TO ACCESS LEVELS 2 & 3. MAX TRAVEL DISTANCE: 214 FT FROM LEVEL 3, 172 FT FROM LEVEL 2 NOTE: STAIR EXIT DOORS ARE AT EXTERIOR GRADE, WHICH IS ABOVE THE BASEMENT LEVEL ELEVF�_ Y'6 OF F//'00 AIM< NG / VEHICULAR EXIT/ / / VEHICULAF / ENTRANCE MAX TRAVEL DISTANCE: 214 FT FROM LEVEL 3, 172 FT FROM LEVEL 2 / EXISTING ENCLOSED PARKING GARAGE /- - IS MECHANICALLY VENTILATED/ / / / / / // / / // / / // / / / / / / / / / N BASEMENT - CODE PLAN Scale: 1" = 20'-0" (i)W0 r .� 1 ul- I h I II i I I 1 1 II I u s 1 u 1l 1 I -1-1I 11 RECEIVED CITY OF TUKWILA Fr. 12 18 /30; PERMIT CENTER © 2017 NAC inc REVISIONS 1 PERMIT 2/7/18 REVISIONS 2 w D a_ L, 8031 REGISTERED ARCHITECT VKJ LIP RIEDEL OF WASHINGTON ,' '2--/a/cam WASHINGTON CHARTER SCHOOL DEVELOPMENT IMPACT PUBLIC SCHOOL 3438 SOUTH 148TH STREET, TUKWILA, WA, 98168 NAC ARCHITECTURE nacarchitecture.com 2025 FIRST AVE 1 SUITE 300 SEATTLE WA 98121 P:206.441.4522 NAC NO DRAWN CHECKED DATE 1/30/18 121-17025 AWS CODE PLANS & ANALYSIS G2.01 MIN 1/4" FIRESTOP SEALANT OR ACOUSTICAL SEALANT AS REQUIRED PIPE OR CONDUIT THROUGH -PENETRANT GYP BD/STL STUD FRAMED WALL ASSEMBLY AS SCHEDULED TYP PIPE OR CONDUIT THROUGH WALL 1 O Scale: 3" = 1'-0" 2/7/2018 10:16:39 AM D:\_Revit\ImpactPS-Arch_ajain.rvt MTL PIPE AS SCHEDULED NOM 1" THICK GLASS FIBER INSULATION WITH JACKET MIN 1/2" CONTINUOUS FIRESTOP SEALANT CONC FILL OVER STL DECK FIREPROOFING PER OVERALL PLANS MIN 4" MINERAL WOOL FIRESAFING NOTE: COMPLY WITH UL SYSTEM F -A-5010 TYP INSULATED PIPE PENETRATION AT FLOOR Scale: 3" = 1-0" STL STUD /-- COMPRESSION POST SECURED ON STRUCTURE ABOVE W/ MECH FASTNER (4) 12 GA SPLAY BRACE WIRES 90° FROM EACH OTHER 45°FROM MAIN RUNNER & CROSS TEES NOTE: THIS DESIGN SHALL BE INSTALLED IN ACCORDANCE WITH CISCA 3-4 AND THE ADDITIONAL REQUIREMENTS CALLED FOR PER IBC —1621.2.5.2.2 AND ASTM 9.6.2.6— CROSS TEE MAIN RUNNER TYP SEISMIC CEILING SUPPORT 5 Scale: 3" = 1-0" ISOMETRIC 8" MAX 111 1111111 111 11111 ll1 1 1 I.I.I.I.I 1/2" MIN TYP SEISMIC CEILING GRID 12 GA HANGER WIRE MINIMUM 3 TURNS MAIN RUNNER OR CROSS TEE ACOUSTICAL PANEL WALL CONNECTION TO STUD SECURE ONE END OF RUNNER/CROSS TEES TO WALL MOLDING W/ MANUFACTURER'S SEISMIC CLIPS STABILIZER BAR Scale: 3" = 1'-0" "ATTACHED" WALL CONDITION "UNATTACHED" WALL CONDITION PERIMETER WALL MOLDING, REF DTLS HANGER WIRE SEISMIC CLIP, SECURE W/ SCREW TO EACH TEE CEILING GRID TEE PERIMETER WALL MOLDING, REF DTLS HANGER WIRE SEISMIC CLIP @ EACH TEE, DO NOT SECURE TO TEE CEILING GRID TEE ACOUSTIC PANEL CEILING FACE OF WALL BRACING LOCATION SEE TYP CEILING BRACING PLAN \ 2 Scale: 1/4" = 1 X 4 FIXTURE SLACK WIRES 12 GA HANGER WIRES CROSS TEE REVIEWED FOR CQl COMPLIANCE APPROVED ED 15 MB %4F ity of Tukwila INTERMEDIATE DUTY MAIN NOTE: PENDANT HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE USING NO 9 GA WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILIING SUSPENSIONS SYSTEM FOR DIRECT SUPPORT. LIGHT FIXTURE SUPPORT Scale: 1/2" = 1-0" 37k RECEIVED CITY OF TUKWILA FEB 12 2010 PERMIT CENTER © 2017 NAC inc REVISIONS J F- I 2 2 (c m W D a. tf 8031 REGISTERED \ ARCHITECT PHILIP RIEDEL STATE OF WASHINGTON WASHINGTON CHARTER SCHOOL DEVELOPMENT 0 0 V u u 3438 SOUTH 148TH STREET, TUKWILA, WA, 98168 NAC ARCH ITECTURE nacarchitecture.com 2025 FIRST AVE 1 SUITE 300 SEATTLE WA 98121 P:206.441.4522 NAC NO DRAWN CHECKED DATE 1 /30/18 121-17025 AWS TYPICAL ASSEMBLIES DETAILS G2.02 ><! 1\1 \ 1 v.�1 6' / - 0" MAX 12' - 0" / o. / N T l / 1�1 \ 1 �\1 FACE OF WALL BRACING LOCATION SEE TYP CEILING BRACING PLAN \ 2 Scale: 1/4" = 1 X 4 FIXTURE SLACK WIRES 12 GA HANGER WIRES CROSS TEE REVIEWED FOR CQl COMPLIANCE APPROVED ED 15 MB %4F ity of Tukwila INTERMEDIATE DUTY MAIN NOTE: PENDANT HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE USING NO 9 GA WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILIING SUSPENSIONS SYSTEM FOR DIRECT SUPPORT. LIGHT FIXTURE SUPPORT Scale: 1/2" = 1-0" 37k RECEIVED CITY OF TUKWILA FEB 12 2010 PERMIT CENTER © 2017 NAC inc REVISIONS J F- I 2 2 (c m W D a. tf 8031 REGISTERED \ ARCHITECT PHILIP RIEDEL STATE OF WASHINGTON WASHINGTON CHARTER SCHOOL DEVELOPMENT 0 0 V u u 3438 SOUTH 148TH STREET, TUKWILA, WA, 98168 NAC ARCH ITECTURE nacarchitecture.com 2025 FIRST AVE 1 SUITE 300 SEATTLE WA 98121 P:206.441.4522 NAC NO DRAWN CHECKED DATE 1 /30/18 121-17025 AWS TYPICAL ASSEMBLIES DETAILS G2.02 ITEMS CORRESPONDING TO SCHEDULE B THE FOLLOWING IS A SYNOPSIS OF DOCUMENTS CONTAINED IN SCHEDULE B OF THE REFERENCED TITLE REPORT. THIS ALTA SURVEY DEPICTS THE LOCATION OF THE DOCUMENT TO THE LAND. EACH DOCUMENT SHOULD BE READ IN ITS ENTIRETY. 1. Covenants, conditions, restrictions, recitals, reservations, easements, easement provisions, dedications, building setback lines, notes, statements, and other matters, if any, but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, or source of income, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth on the plat of J.E. Dixon's 1st Addition In Volume 54 of Plats, Page 52. Affects: Parcels A, B and C SURVEYORS NOTE: The document includes the surveyed property,and is blanket in nature, not plotted 2. Right to make necessary slopes for cuts or fills upon property herein described as granted or reserved in deed In favor of: King County Recording No.: 2978341 Affects: Lot 31 of Parcel D SURVEYORS NOTE: Affects the surveyed property, plotted as shown 3. Release of Damage Agreement, including the terms and provisions thereof: Executed by: The Church by the Side of the Road And: King County Recording Date: July 5, 1956 Recording No.: 4708814 Affects: Parcel D SURVEYORS NOTE: The document includes the surveyed property,and is blanket in nature, not plotted 4. Agreement , including the terms and provisions thereof: Executed by: Henry Muller and Delores Muller And: Val Vue Sewer District Recording Date: November 15, 1967 Recording No.: 6265518 Regarding: Construction of sewage system and cost thereto Affects: Parcel B SURVEYORS NOTE: The document Includes the surveyed property,and is blanket In nature, not plotted 5. Agreement , including the terms and provisions thereof: Executed by: Henry D. Mueller And: Water District No. 43, King County, Washington Recording Date: January 11, 1968 Recording No.: 6289768 Affects: Parcel B SURVEYORS NOTE: The document includes the surveyed property,and is blanket in nature, not plotted 6. Covenants, conditions and restrictions but omitting any covenants or restrictions, if any, Including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, source of income, gender, gender identity, gender expression, medical condition or genetic information, as set forth In applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth in the document Recording Date: June 17, 1983 Recording No.: 8306170019 SURVEYORS NOTE: The document Includes the surveyed property,and is blanket in nature, not plotted 7. Covenants, conditions and restrictions but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, source of income, gender, gender identity, gender expression, medical condition or genetic information, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth in the document Recording Date: February 8, 1990 Recording No.: 9002080527 SURVEYORS NOTE: The document includes the surveyed property,and /s blanket in nature, not plotted 8. Any rights, interests, or claims which may exist or arise by reason of the following matters disclosed by survey, Recording Date: February 18, 1997 Recording No.: 9702189005 Matters shown: Wood composting bin does not align with the northerly boundary; Ashphalt pavement does not align with the southerly boundary Affects: Parcel C SURVEYORS NOTE: May affect the surveyed property, exact location not defined, not plotted VICINiTY MAP - NOT TO SCALE N ;tDIh SI m tri 5 '15111 SI riA to S 1481 5145th $t Phra Hut'; Trnvelbdge Sea Tac Airport North s 15011) St 5150th St Wendy's () SITE S1sou St VJ 0 S NTS OFENCE CROSSES ONTO PROPERTY LINE 0.8' - 2.6' OPAVEMENT APRON CROSSES ONTO PROPERTY LINE 2.1' C FENCE FROM NEIGHBORING PROPERTY CROSSES ONTO SUBJECT PROPERTY 1.6' D FENCE CROSSES INTO PUBLIC RIGHT OF WAY 6.8' AND 10.7' PARKING INFORMATION OBSERVED: STANDARD SPACES: 153 UNDERGROUND STANDARD SPACES: 23 HANDICAP SPACES: 2 UNDERGROUND HANDICAP SPACES: 4 TOTAL SPACES: 182 ZONING INFORMATION Information not yet provided to surveyor per Table A item 6(a) BY GRAPHIC PLOTTING ONLY, SAID SURVEYED PROPERTY IS IN A NON -PRINTED FLOOD MAP BOUNDARY PER FEMA FLOOD INSURANCE MAP COMMUNITY PANEL NO. 53077C1060D. PROJECT REVISION RECORD DATE DESCRIPTION DATE DESCRIPTION 09/01/17 FIRST DRAFT 09/05/17 Bock and Clark comments 09/07/17 Bock and Clark lenders comments FIELD WORK: JSS DRAFTED: RLW CHECKED BY: DLH FB & PG: MISCELLANEOUS NOTES SOME FEATURES ON THIS SURVEY MAY BE SHOWN OUT OF SCALE FOR CLARITY, FROM AERIAL PHOTOGRAPHY, OR FROM PRIOR SURVEYS. INDICATION OF ACCESS TO A PUBLIC STREET (S. 148TH STREET AND S. 146TH STREET) ON LAND SUCH AS CURB CUTS AND DRIVEWAYS ARE SHOWN. BUILDINGS EXIST ON THE SURVEYED PROPERTY. ADDRESS WAS OBSERVED WHILE CONDUCTING THE SURVEY. NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS WITHIN RECENT (3) MONTHS.* NO OBSERVABLE EVIDENCE OF RECENT (3 MONTHS) STREET OR SIDEWALK CONSTRUCTION OR REPAIRS. NO OBSERVABLE EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL. NO OBSERVABLE EVIDENCE OF SITE USE AS CEMETERY THE SURVEYOR IS NOT AWARE OF ANY CHANGES IN STREET RIGHT-OF-WAY LINES EITHER CONTEMPLATED OR PROPOSED AND AVAILABLE FROM CONTROLLING JURISDICTION. N1 THE SURVEYOR WAS NOT PROVIDED ANY DOCUMENTATION, WAS NOT MADE AWARE AND DID NOT OBSERVE ANY GROUND MARKINGS ON THE SURVEYED PROPERTY WITH REGARDS TO WETLANDS ON THE SURVEYED PROPERTY. 0 PROFESSIONAL LIABILITY INSURANCE POLICY OBTAINED BY THE SURVEYOR TO BE IN EFFECT THROUGHOUT THE CONTRACT TERM. CERTIFICATE OF INSURANCE TO BE FURNISHED UPON REQUEST. N1 BUILDING INFORMATION IS BASED ON EXTERIOR FIELD OBSERVATION ONLY. THE SURVEYOR DOES NOT INTERPRET LOCAL ARCHITECTURAL OR FIRE CODE. BUILDING STORIES MAY VARY. N1` THE LOCATION OF UTILITIES SHOWN HEREON ARE FROM OBSERVED EVIDENCE OF ABOVE GROUND APPURTENANCES AND WASHINGTON UTILITY NOTIFACATION CENTER TICKET # 17324910. N1' THE BOUNDARY IS BASED ON RECORD DATA PER JE DIXON'S 1ST ADDITION, BOOK 58, PAGE 52 AND BLA BOOK 199, PAGE 257, AUDITOR'S RECORDING NO. 20060227900007, KING COUNTY WASHINGTON. *NOTE: THE CLIENT IS ADVISED TO CONTACT THE LOCAL JURISDICTION FOR PROPOSED STREET AND UTILITY PROJECTS. NO SUBSURFACE EXPLORATION WAS DONE BY THIS SURVEY IN REGARDS TO FILL OR DUMPING. SOME JURISDICTIONS REQUIRE ACCESS PERMITS WHICH WERE NOT RESEARCHED BY THIS SURVEY. LAND USE PLANNING ISSUES VARY FROM YEAR TO YEAR AND THE CLIENT WOULD BE ADVISED TO REMAIN INFORMED OF THESE CHANGES. ACCESS PERMITS ARE ISSUED BY THE PLANNING JURISDICTION AND SHOULD BE VERIFIED BY THE CLIENT. LEGEND OF SYMBOLS & ABBREVIATIONS ////////// • �.. 4 0 0 OH CAN - CAN - - GAS - GAS - -P - T -p -- T - - ss - ss - - SD SD - -w-w- POB POC ACCESS PROPERTY LINE LOT UNE CENTERLINE EASEMENT LINE BUILDING WALL PAVEMENT SIDEWALK/CONCRETE GRAVEL CURB CHAINLINK FENCE WOOD FENCE OVERHEAD POWER CABLE LINE GAS LINE POWER LINE TELEPHONE LINE SANITARY LINE STORM UNE WATER LINE POINT POINT POINT OF BEGINNING OF COMMENCEMENT OF ACCESS RIGHT OF WAY PROPERTY LINE REGULAR SPACES HANDICAP SPACES DECIDUOUS TREE CONIFEROUS TREE BUILDING HEIGHT LOCATION • FOUND MONUMENT PER RECORD DOCUMENT • SET MONUMENT PER ALTA SURVEY AUGUST 29, 2017 -- LIGHT POLE Q. EX. UTILITY POLE © POWER METER En EX. TRANSFORMER El EX. U11UTY VAULT • UTILITY RISER, VAULT, OR TRANSFORMER EX. GUY WIRE EX. WATER VALVE EX. FIRE HYDRANT EX. WATER METER EX. FIRE DEPARTMENT CONNECTION EX. MANHOLE EX. CATCH BASIN • AREA DRAIN © EX. CLEAN OUT © GAS METER EX. GAS VALVE -0- EX. SIGN BUSINESS SIGN 003 MAILBOX O BOLLARD ISI POST INDICATOR VALVE ADA PARKING EX. RISER JUNCTION BOX BLDG. (M) (R) MON. OD ESMNT. FF HT. LS HC N.T.S. A.K.A. TE BUILDING MEASURED CALCULATED RECORDED MONUMENT PER DEED EASEMENT FINISH FLOOR HEIGHT LANDSCAPING HANDI-CAP NOT TO SCALE ALSO KNOWN AS TRASH ENCLOSURE N S E W 1. EX. S.F. R.O.W. SP AC. L.F. NORTH SOUTH EAST WEST DEGREES MINUTES SECONDS EXISTING SQUARE FEET RIGHT OF WAY CENTERLINE PARKING SPACES ACRES LINEAL FEET LEGAL THE USE OF THIS DOCUMENTS FORMAT IS STRICTLY PROHIBITED AND CONTINGENT UPON THE WRITTEN CONSENT AND PERMISSION OF BOCK & CLARK CORP. © 2017 BOCK AND CLARK CORP. Parcel A: Lots 1, 2 and the north 53 feet of Lot 3, Block 2, J. E. Dixon's 1st Addition, according to the plat thereof recorded in Volume 54 of Plats, Page 52, In King County, Washington. Parcel B: The south 22 feet of Lot 3 and all of Lot 4, Block 2, J. E. Dixon's 1st Addition, according to the plat thereof recorded in Volume 54 of Plats, Page 52, in King County, Washington. Parcel C: Lot 2, Block 1, J. E. Dixon's 1st Addition, according to the plat thereof recorded in Volume 54 of Plats, Page 52, in King County, Washington. Parcel D: Lots 30 and 31, Block 7, Adams Home Tracts, according to the plat thereof recorded in Volume 11 of Plats, Page 31, in King County, Washington; Except the South 10 feet of Lot 31 conveyed to King County for road by deed recorded under recording number 2978341; And except the South 10 feet of Lot 30 for South 148th Street. THE ABOVE DESCRIBED LANDS ARE THE SAME AS DESCRIBED WITHIN TITLE COMMITMENT NO. 0096363-06 OF CHICAGO TITLE COMPANY OF WASHINGTON BEARING AN EFFECTIVE DATE OF MAY 12, 2017 AT 8:00 A.M. REVIEWED FOR CODE COMPLIANCE APPROVED FEB 15 2018 City of Tukwila RECEIVED CITY OF TUKWILA FEB 12 2018 PERMIT CENTER ALTA/NSPS LAND TITLE SURVEY Tukwila B&C Project No. 201703095, 001 3438 S 148th Avenue, Tukwila, WA 98168 Based on Chicago Title Company of Washington Commitment No. 0096363-06 dated of May 12, 2017 at 08:00 a.m. SURVEYOR'S CERTIFICATION To: RAZA DEVELOPMENT FUND, INC., a District of Columbia nonprofit corporation, and its successors and/or assigns: Chicago Title Company, Washington Charter School Development and Bock & Clark Corporation. This Is to certify that this map or plat and the survey on which it is based were made In accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 5, 6a, 6b, 7a, 7b1, 7c, 8, 9, 11, 13, 14, 16, 17, 18, 19 and 20 of Table A thereof. The fieldwork was completed on August 23, 2017. Date of Plat or September 7, 2017 DALE HULT REGISTRATIO NO. 41034 IN THE STATE OF WASHINGTON NETWORK PROJECT NO. 201703095-001 SURVEY PERFORMED BY: ALL COUNTY SURVEYORS & PLANNERS, INC. 39660 PLEASANT STREET SANDY, OR 97055 PHONE: 503-668-3151 FAX: 503-668-4730 EMAIL: daleh@allcountysurveyors.com SHEET 1 OF 2 Bockaj &Clark SURVEY•ZONI ENVi ONMENTA •ASS SS EN' National Coordinators -(800)-SURVEYS (787-8397) Bock & Clark Corporation 3550 W. Market Street, Suite 200, Akron, Ohio 44333 maywehelpyou@bockandclark.com www.bockandclark.com 11.- ?)3(0 445'± TO -- INTERSECTION WITH MILITARY RD S CATCH BASIN RIM: 99.49' CATCH BASIN 'en RIM: 99.14' N 9 b S. 146TH STREET (PUBLIC) TL 0040000827 N1*: tI~Ji�l`� 87'39`22"W 98.77' TL 0040000828 JOYA JORGE & MARIA TL 0040000825 GDEY LLC -t « "Nal l'59"E 33.95\ CATCH BA IN I RIM: 97. N2' i00 1 C;, c4 I PARCEL B \ O p'a,N wI 9,02 SQ.FT. \ rn pp Q 0.22 ACRES II illi � 1 T �` 1 v0i \ 1'11'59"E 144 CATCH BASIN RIM: 96.26' 665'± TO INTERSECTION WITH TUKWILA INTL BLVD TL 0040000853 RIDGE SPRINGS LLC CATCH BASIN RIM: 99.82' 2.6' TL 0040000826 SIDHU VARINDER K TL 0040000820 MASTANDREA ADARIO TL 0040000822 RUPERT DANIEL W �' f �o \CATCH BASIN / . N RIM:100.92' I /I' I I ,�L CATCH BASIN RIM: 99.08' 255'± TO INTERSECTION WITH MILITARY RD S — BUILDING "A" BLDG AREA:15,342 SF BLDG HT: 47.8' 3—STORY CONCRETE BUILDING TOTAL AR 115,424 SQ.F 2.65 ACRES 7 CATCH BASIN RIM101.22' CATCH BASIN RIM: 98.11' L9 CATCH BASIN RIM: 97.76' . 1111 RiallEMTAMMUIROME — -� :'"_"_ S. 148TH ',STREET 'o (PUBLIC) to 9g C CATCH BASIN . jM: 97.28' N i --114-O,_OH-. J;;N -01,-O 01,1414-- Ot1 OH OH CH CE1.3 380'± TO INTERSECTION WITH TUKWILA INTL BLVD REVIEWED FOR SDE COMPLIANC APPROVED FEB 15 Z010 21.41800 RECEIVED CITY OF TUKWILA FEB 12 2018 PERMIT CENTER SCALE : 1" = 40' 0' 20' 40' 80' SHEET 2 OF 2 Bocklig ALTA/NSPS LAND TITLE SURVEY PREPARED FOR Tukwila &Clark SURVEY •°ZONIt ,IR9NMWTAIFAS ESSMENT • DATE OF FIELD SURVEY: August 23, 2017 NETWORK PROJECT NUMBER. 201703095, 001 1 -(800) -SURVEYS (787-8397) maywehelpyou@bockandclark.com www.bockandclark.com 0 33 6-F9OT LONG X 9" WIDE X 5' TALL CONCRETE WHEELSTOP PAINTED WHITE AND REBAR REINFORCED PAVEMENT 13 FEBAR PRE -DRILL . /8 HOLE & FILL W/ EPDXY 10" MIN EMBED 1 NTS WHEEL STOP /I 1 ---- /I LANDING/5'x5' c1.1 CONCRETE SIDEWALK ® GRADE END PATHWAY EXISTING E/P INSTALL CONCRETE STEPS AND METAL HANDRAIL 5 STEPS 5.5" PER KING COUNTY FIG 5.007 & 5.008 REMOVE EXISTING LANDING AND STEPS 50' ASPHALT WALKWAY (m 1 CO 5.0% 97 CONCRETE -993- SIDE,WA7_K _ SAWCIJI--AND REMOVE EXISTING CURB BEVEL END C 1:1 99.8 99.0 99.7 ODKOKOMMV CRO COT (4) WHE SWALK PE RS -19 OONCRETE EL STOPS 71.95' CROSSWALK PER COT RS -19 - "x 12" ETE CE - C CR EDSTRIAN CURB 15' LF 4" HICK ENT 100.7 314119:v v4zo WANNV TACTILE STRIP (TYP) 6"x12" CEMENT n CONCRETE CURB c- 3" SAWCUT REMOVE AND REPLACE WITH 4" MIN (cam' , OR MATCH EXISTING MENT 100.65 100.6 ONCRETE RAMP 1:12 MAX LOPE ATCH EXI TING URB 11/27/201711:35:57AM D:\_RevIt\ImpactPS-Arch ajaln.rvt 0 LANDSCAPE PER LA PLANS NORTH ENTRANCE IV� J TC 100,74 a FL 100.24 (5 ' 12' LF PEDESTRIAN CURB TC 100.61 FLi'Q0.11 /(--9-SAWCUT ASPHALT AND ci.1 CURB REPLACE WITH 4" DEPTH HMA OR MATCH EXISTING PAVEMENT ' 1 END CURB 0" ELEV 99.9' cc1111 MATCH EXISTING GRADE CROSSWALK PER COT RS -19 4r -THICK SIDEWALK 2 /MATCH EXISTING JOINT c -PATTERN 4" THICK CONCRETE (Ti 101,71 � RAMP © 1:12 MAX cJ% SLOPE �-- - TACTILE STRIP (TYP) EXISTING CURB TO REMAIN CATCH BASIN RIM: 98.93' SDK CB TYPE 1L REMOVE EXISTING GRATE INSTALL SOLID LID 100.05 KHNEMIkit 9 SAWCUT ASPHALT AND ,CURB REPLACE WITH 4" DEPTH HMA OR MATCH EXIST NG PAVEMENT PROTECT EXISTING TREE (PRUNE FOR 8' VET -CA, CLEARANCE) (2) 8.5' LF 6"x12" f J PEDESTRIAN CURB cc RECONSTRUCT FEE BY ARCWtTEZT Pal ORO 2 7 EXISTING ROLLING GATE ACCESS SAWCUT ND REMOVE 5' EXISTI G CURB S. 148TH STREET (Pueuc) SOUTH ENTRANCE 10 0 MI NI INII N 10 20 Scale 1"-10' LEGEND 230 — —231 230 231 XXX.X PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR PROPOSED CONTOUR (INDEX) PROPOSED CONTOUR SPOT ELEVATION FF 78.0 FINISHED FLOOR ELEVATION / 01))3(c) EX BUILDING PROPOSED BUILDING CONCRETE PAVEMENT ASPHALT (AC) PAVEMENT REVIEWED FOR CODE COMPLIANCE APPROVED FEB 15 2010 City of Tukwila IFYWOJPN APPROVED JAN 10 2018 City of Tukwila PUBLIC Works RECEIVED CITY OF TUKWILA FEB 12 2018 PERMIT CENTER CaII 3 Working Days Before . You DIG! .Q 1-800-424-5555 ® 2017 NAC inc nacarchitecture.com 2025 FIRST AVENUE 1 SUITE300 SEATTLE WA 98121 P:206.441.4522 NAC NO DRAWN CHECKED DATE 121-17025 SWP MJS 12/18/17 OVERALL PLAN SHEET TITLE WALKWAY WIDTH PER PLAN _ 45' TAMPED AND CHAMFER EDGE DUMMY JOINT © 15' O.C. 3/16"x1 1/2" PREMOLDED CONT MASTIC JOINT STRIP (SAWCUT JOINT ® CONTRACTOR'S OPTION) GENERAL NOTES 1. LOCATIONS a OR REOUIRE07 IR v� 1 .. I 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 MATCH EX GRADE TO 1 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 �`'�'�'�`'�`'�`'�3 BROOM 4"MIN CONCRETE SIDEWALK FINISH � ++� � now uvUvuv 0 0 �o ��0�/���0 t�7 >vu � o ��O �� vu\\moi\moi\ii\\moi\iii' o /\\/\\/\\/\;�\ ��0��\��\��\��\� C ,�n� .j\ ,// � CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 3. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE D p ° , , ° ° D . V .: . ° o °° , ° �° ° ° D ° °.. � . - � � � ° hr '/\,/,;>;;>-- x\-,� SUBGRADE COMPACTED TO FIRM AND UNYIELDING \,•\\;;•:\;,•:;\\ f \,,,, EX UNDISTURBED EARTH PRE -APPROVAL FROM THE OWNER, THE ENGINEER, AND THE J PLASTIC RLS � CITY OF TUKWILA. ��••- "' I r 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND •.o r rstar primirsyswamo.simigt.rpo.alwd, . •• •o•s•••a•a•�•o•�•.•�•••�•�•�•4• dr �I�I�I�I�II�I�I�I�I�I�I�I 1 CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC 12 WORKS DIRECTOR. CONDITION 2" HMA CLASS 1 /2" ASPHALT CONCRETE PAVEMENT SURFACING BASE COURSE J � 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON-SITE. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. i��!��i�\i/�i�i/!i ,,\i„, ,,!i�%, ,!\!i,/!\!\!�A<\,VA<; /;\\K\,�\! 4" MIN CRUSHED SURFACING TOP COURSE PRE-EMERENCE HERBICIDE (APPROX albs / 2500 SQFT) NOTE: I NOTES: 4" CRUSHED PER WSDOT SECTION 9-03.9(3), COMPACT TO 95% MAX DENSITY � q 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL -' 1 _ _,_ � 3� g$ BEFORE IMPLEMENTATION. DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS B-2 ++' 1 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A -�-'"�IG�`�`LINES 3j 4.6' � WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, 1. MINIMUM CONCRETE 3000 P.S.I. (5 1/2 SACK). 2. PLACE TOOL JOINTS ®5' O.C.SHALL 3. IF WALK IS OVER 7' WIDE, PLACE LONGITUDINAL DUMMY JOINT ALONG CENTER OF WALK. 4. WHERE REPLACING EXISTING WALK, START NEW WALK AT EXISTING JOINT. MATCH EXISTING SCORING PATTERN & CONCRETE FINISH. 2+� NTS CONCRETE SIDEWALK I -USING NAD 83/91 SURVEY CONTROL AND TIED TO ANY TWO CITY OF TUKWILA HORIZONTAL 3'-4' 44- TRAFFIC CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 1. PLACE AC IN ACCORDANCE 2. PROOF ROLL AND GRAVEL BORROW. COMPACTION REQUIREMENTS REMOVE CONTRACTOR WITH WSDOT SECTION 5-04. ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH SHALL TEST AND VERIFY SUBGRADE MEETS PRIOR TO PAVING. NTS ASPHALT WALKWAY 1 .y�- i 12 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. gaT EDGE °FP"�`� 4,e. -- g•6. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS-OF-WAY, EASEMENTS, AND ACCESS TRACTS. Ll�� ---1. -10,- NTS 1r SIGNALIZED OR STOP SIGN SCHOOL OR UNPROTECTED GENERAL NOTES 4 6" "-" CEMENT CONCRETE JOINT JOINT CONTROLLED CROSSWALKS CONSTRUCTION NOTES NOTES : 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND 1. CROSSWALK BARS NOT TO BE. PLACED ON THE WHEEL PATHS AND EVENLY 2. USE 12" BAR IF SPEED LESS THAN 35 MPH. . USE 24" BAR IF SPEED IS GREATER OR EQUAL TO 35 MPH. 4. 2'CROSSWALK BARS TO BE CENTERED ON CENTERLINE, LANE LINES, DISTRIBUTED. AND TRAVEL LANES. TO SCALE 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. 1/2" (IN) R. CURB RAMP, LANDING, 1" (IN) OR DRIVEWAY R. ENTRANCE VARIES FROM 6"(IN) TOO (IN) D VARIES VARIES, I '--P-r-- 6"(BOTH o D ° o c P pP n ' _ N "� s'16 `r GRIPPING RAIL SIDES)NOT N Iii- r #• BARS ► �` ' CROSSWALK 3. WORK IN ROADWAYS N © CEMENT CONCRETE AT CURB AND �� 3/8" (IN) PREMOLDED JOINT FILLER PEDESTRIAN CURB RAMPS, LANDINGS, DRIVEWAY ENTRANCES � „ 1 DEStGN AND PLACENdIIENT a. ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND THE FOLLOWING: ' �i=��i�r� SE: RS -19 b. PRIOR TO ANY ACTIVITY IN CITY RIGHT-OF-WAY, THE PERMITTEE SHALL PROVIDE THE CITY ' - 4' 4' _Tukwila 14 I A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL. THE TRAFFIC CONTROL PLAN SHALL 4 ii RO1/AL " S SH TON ' o, INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK MIN. LANDING PLANUIREMENTS. MIN. LANDI�G NTS CROSSWALK AND ALLD WORKL REQUIRING LANE MEET MUTCD EQCLOSURES 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. NTS CONSTRUCTION NOTES8 -SEE DETAIL B5 1/2" 2"0 STD. STEEL POST (TYP) 1 1/4" " - SEE DETAIL A 2"0 STD. STEEL PIPE (TOP RAIL) ((yp) J TO 38" I @�" 1 1/2 0 STD• STEEL PIPE (TYP) 1/2" (IN) R. I 1" (IN) R. " CS L JO '- �23�0 RAIL POST I 0 o D ° D , �;- CEMENT CONCRETE OR ASPHALT CONCRETE SIDEWALK OR PATH JOINT E 2 `O ou 3/16" PLATE THICKNESS d- = �/4" is BASE PLATE r O t• o o o P p o ' ° ,; ,, ,,,,,,��� a oI N �; p JOINT �� . '' NOTES: SIDEWALK 2 o BARS `. -�* 1. A307, 1/2 BOLTS MIN. CEMENT 3/8" (IN) PREMOLDED JOINT FILLER (WHEN ADJACENT TO CEMENT CONCRETE SIDEWALK) CONCRETE PEDESTRIAN CURB NTS CEMENT CONCRETE PEDESTRIAN CURB #4 4 ,<••�,�%. v BARS ® 1'-7" O.C. a%,ii`, to I 2. 2 1/2 INCH. CONCRETE EMBEDMENT MIN. #4 23" CONCRETE STEPS SECTION C SIDEWALK 3. PLATE MATERIAL MIN. A36 CONCRETE STEPS P. 2"0 STD. STEEL PIPE POST 0 2"0 STD STEEL PIPE O ! U � POST �nimal DETAIL GRIPPING HANDRAIL A DETAIL LII' GRIPPING HANDRAIL 3/4"0 STD. STEEL PIPE B © VERTICAL CURB OR �- 6 - 1 1/2" 0 STD. STEEL PIPE (TYPICAL) GRIPPING HANDRAIL 2"0 STD. STEEL 4" 2" 0 STD. STEEL PIPE (TYPICAL) I NOTES SAW -CUT EXISTING GRADE SURFACING PER PLAN 2' MIN PIPE POST 2"0 STD STEEL PIPE 4. 1 1/2"0 STD STEEL POST PIPEHANDRAIL - GRIPPING 2"0 STD. STEEL POST (TYPICAL) SIDEWALK VARIES 1. RAILS TO BE MINIMUM A53 TYPE E, GRADE 8, 2 IN. NOMINAL DIAMETER, MINIMUM SEC77ON MODULUS 0.561 IN' $ -O MAX. " 6" MIN. 6'(GALV. STEEL OR ALUMINUM THAT HAS EQUAL OR BETTER STRENGTH). ° p•° 1'-4" i ° ° SEE DETAIL A SEE DETAIL B � `d� � • 2. POSTS, HANDRAILS, CONNECTIONS, JOINTS AND HARDWARE SHALL HAVE A SMOOTH SURFACE. ,� _ \�` ��' R=4" :: r7 = R=4„ : ♦ d �_ �. ' `� 3/4"0 STD STEEL �I 1 IL) U�(J� t 1J )Q J t,U� U0 Ui o �Uc-,O c-, •. �c D 9Q 0 t 8 u O 3. ALL STEEL SHALL BE GALVANIZED. ANY WELDING OR REPAIR IN THE FIELD SHALL BE PAINTED IN ACCORDANCE VARIES SPECIFII I I 1 , I WITH MOST CURRENT WSDOT STANDARD SPECIFICATIONS. • . ���,,,��.. ..►� 00 O Q 0.. s �I I I SECTION GRIPPING HANDRAIL 1"0 STD. STL PIPE (1.315) ASTM A53 A SECTION PIPE B 0(7ar 073;C51 M 00 sn��?nn 00.0,• O0.0 , . • O o-�Q O o•De• < o oD 0 oO °o O °O, OO°3 i , O o- '90 • o 00 ►0:• 00.. 00 0'• o Q 'D :'0,0 ;O o p.o .•p.o �° • sp. -Oeo. •.Oso ° o'. °3:o. °_,3 i› j .:: ,oil' {' IV, '' > �0 ..: ;.o >'3 . • OC :0 '-�Q O :o�Q o :o� p oO 0 0O o �o O'O°3 OD°O o o 0 0 00 0' 0000:0•- O O :o O O :o Da p.o 0<0 �;o. -.Do. Osp. °,3:oc)°3•dQ°3:o�°3:oC • ;0.:o�Q O .o p0 6) 0O 0 0O o �o• 0E°O OD°O O. o (:.(>69()(e)• o 7 ;C? :o- O :O :"0.,0 • o.o ,, .o.o .•p -.D�p. -.O�o 1 . �� $ 0 .0 I r) 4. FOOTINGS TO BE MINIMUM CONCRETE CLASS 4000. _ t ® POSTS SET DEPTH AND CONCRETE FOOTING DIMENSIONS SHALL BE REVIEWED AND DETERMINED BY ENGINEER GRIPPING HANDRAIL - - a - `. z,Nh i ,,rji SaY W BASED ON LOCAL SOIL AND SITE CONDITIONS. CEMENT CONCRETE CEMENT CONCRETE OR 5 O z ;,, - 6 v " l,• lam:« 0 CEMENT ;t CEMENT CONCRETE 6. SEE AASH TO LRFD BRIDGE DESIGN SPECIFICATIONS FOR RAIL VERTICAL SPACING REQUIREMENTS. OR ASPHALT 7. SEE SEC. 3.06. CONCRETE NOTES: v/v\�\Y�����y�� X<vy V7,W;zy A\/v %V//� (v� zv;/v '<�W/ �\ �� ASPHALT SIDEWALK METAL HANDRAIL MIN HANDRAIL O ® GRIPPING HANDRAIL IS REQUIRED IF SIDEWALK GRADE IS 5% OR GREATER. 9. THE RAILING SHALL MEET THE REQUIREMENTS OF THE AASHTO LRFD BRIDGE DESIGN SPECIFlCA710NS SECTION 1. CONCRETE: CEMENT CONCRETE CLASS 4000. ALL STEPS: SAME DIMENSIONS, WITHIN 3/8 IN. MAX. DIFFERENCE. 3. RISERS: 12 1IN/2 IMAX.,M11 5 IN. MIN. 4. TREADS: IN. M., 11 IN. MIN., WITH TRANSVERSE 0.01 FT./FT. SLOPE. 5. METAL HANDRAIL REQUIRED FOR 4 STEPS OR MORE SEE NOTES BELOW. 6. REINFORCING BARS SHALL CONFORM TO EITHER AASHTO M31 GRADE 60 OR ASTM A706 GRADE 60 AND ARE REQUIRED FOR 4 STEPS OR MORE. 7. SEE SEC. 3.06. 8. MAX. VERTICAL DISTANCE BETWEEN LANDINGS IS 12 FT. NTS 1 CONCRETE STEPS AND METAL HANDRAILS 10 3" AC PAVEMENT' I 1 ' •2. 2" 0 STD STEEL 4" SUBGRADE COMPACTED TO FIRM AND UNYIELDING CONDITION 3" HMA CLASS 1/2" ASPHALT CONCRETE / PAVEMENT q 2" 0 STD STEEL PIPE POST 1 1/2" 0 STD STEEL PIPE POST PIPE �� GRIPPING d _ 9 HANDRAIL EXISTING 3" ATB PAVEMENT SECTION PER PHASE 1 DWGS NOTES: Aj AD GRIPPING HANDRAIL 1� " E STEELOPIPE D 1 "0 STD. STL PIPE ASTM - 1. IF EX PAVEMENT SECTION IS THICKER, MATCH EX SECTION. OTHERWISE, CONSTRUCT SECTION SHOWN. 2. SAW -CUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING COAT. 3. PLACE ASPHALT IN ACCORDANCE WITH WSDOT APWA SECTION 4. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED BORROW. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE COMPACTION REQUIREMENTS PRIOR TO PAVING. ON-SITE ASPHALT AND APPLY TACK 5-04. MATERIAL WITH MEETS NTS 9 AC OVERLAY (1.315") A53 SECTION A SECTION B . 2" 0 STD. STEEL PIPE POST 2" 0 STD STEEL PIPE POST 0 0GRIPPING ,; HANDRAIL .h1 MINIS DETAIL - GRIPPING HANDRAIL A DETAIL DIGRAVEL 3/4" 0 STD. STEEL PIPE NTS1 B 2 METAL HANDRAIL 11/27/2017 11:35:57 AM D:\ Revit\ImpactPS-Arch_aJain.rvt R- 033G REVIEWED FOR CODE COMPLIANCE (APPROVED FEB 115 Z019 City of Tukwila ULDINGninumm RECEIVED CITY OF TUKWILA FEB 12 2018 PERMIT CENTER 0 2017 NAC inc nacarchitecture.com 2025 FIRST AVENUE 1 SUITE 300 SEATTLE WA 98121 P:206.441.4522 NAC NO DRAWN CHECKED DATE 121-17025 SWP MJS 12/18/17 DETAILS SHEET TITLE EXISTING ROLLING GATE AT DRIVEWAY EXISTING FENCE EXISTING SIDEWALK EXISTING LANDSCAPE PLANTING STRIP S. 148TH STREET CUT OPENING IN EXISTING FENCE AND INSTALL NEW POSTS & GATE PARKING ANALYSIS PARKING REQUIRMENT PER TUKWILA MUNCIPAL CODE: 1.5 SPACES PER STAFF MEMBER ANTICIPATED STAFF COUNT: NOT MORE THAN 40 REQUIRED PARKING SPACES: 60 SPACES PROPOSED PARKING: TOTAL: 169 STALLS 69 STANDARD FULL SIZE STALLS (8.5' x 20') 2 FULL SIZE ACCESSIBLE STALLS (8.5' x 20' with 5ft aisle) 59 COMPACT STALLS (7.5' x 16') 2 COMPACT ACCESSIBLE STALLS (7.5' x 16' with 5ft aisle) 4 VAN ACCESSIBLE STALLS (8.5' X 20' with 8ft aisle) ACCESSIBLE STALLS REQUIRED PER 2015 IBC: 5 EXISTING FIRE DEPARTMENT CONNECTION PROPERTY LINE NO1 05' 00" E 304.20' EXISTING FIRE HYRANT �:. A\\ /; 1 I EXISTING TREE, TYP 7 BUSES EXISTING DUMPSTER ENCLOSURE 22 ry EXISTING ELEVATOR PAINTED STRIPING � AND NEW IN DROP-OFF AREA /)/ 7-A/7,;" \\=(E) LANDSCAPE ARA/ r SIGNAGE K -D" an r; N 23'-0" 0020 0015 +T+ + f ++ 4- + 4T+ 4- +' + + + ++ + + + + +T+' 4- + + + + 4- +T+ + + +++ 4-+ + ++ + + + + + + + ++ + + + } 4 + + } + + + * ++ + + ++ + + + + 4- + + + + 4- +++} + + +4 + +++ +} + 4- + + + + + + + + + + + + + + + + + + + + ++ + + 4- + + + 4+ + + + + + + + + ++ + + + + + + + ++ + + +++ + + * + * + ++ + 4-+ * + ++ + + + +- + + + * + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + 4 + ++ + + + + + + + + + + 4- + + + + + 4- + 4- + + + + + + + + -+ + + + 4- + + + 4 + + + * * + * ++ 4-+ ++ 4 * + + + + + + * * + + + + + + • + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + 4 + + + + + + + * + + + + + 4 + r + + + + + + + + * + + + 4 + } + 4- * + * + + + + + + + + 4- + + 4 + 1- + + + + ++ + + + + + + + + + + + + + + + + 4 + + 4 4 + + + + + + + + * + + + 4- + + + + + 4 + + + + + 4 } + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + 4 ++++ + + + + + + + ++ + + + + + + + + + + + + + + ++ + + ++ + + + + * ++ + + + + + + 4 + + 4 + + * 4- + + + + + + + + ++ 4-+ } + } } + } + + +* + + + + + + * * * * + 4 + + ++++ + + + ++ + + + + t + + + + ++ + + + + + + + + + + + + + ++++++++++++++++++++++++++++ • 4 + + + * + + + + * + * + + 4 + + * + * 4- + + + + 4+4 + + + + + + + + + + + + + + + + + ++ + + 4 + + + + + + + + 4 + + +++++++++++++++++++ + + + + + + + + +++ + + + + + + + + + + + + + 4- + + + 4 4 + + + + + + + + + + + + + + + + + + 4- * + + + + + 4 + + * + + + + 4 + 4 + 4 + + + +++++++++++++++4++++++ ++++++++++++++++++++ + 4- + + + + + + + + + + } + + + + + + + + + + + + + r + + + + + + + + ++ + + 4- + + + + + + + + + + + + + 4 + + + + + + + + * * * i + + + + + + * + + + 4 + ++ + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + 4- + + + * + + + + + + + + 4- * + + + + + + + 4- + + + + + + + +++ + ++-++FOR FUTURE DEVELOPMENT+ + 4 + + + k + + ++ ++ + + 4 + + + + + #+ + + + 4 + + ++ + + + + + 4 } + + + + + t + 4 + + t + + + + + + + * + + * + * + * + + + 4 + * + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + +++++++++++++++++++++ ++#++++++++++++#+++++ + + + + r + + + + + + + * + * + + + + + + + ++++++++++++++++++++++ +++++++++ + ++++++++ + + ++++ + 4 + + 4 + + + ++ + + + + + + + + + 4 + 4 + + * + 4 + 4 + + + + * * + 4 + 4 + + + 4 + 4- + + + + + + + 4 + + * * + 4 + ++ + * * * 4 + 4 + + # + + + 4 + + + + + 4 + + + + + + + 4 + + + + + • + + 4 + 4 + 4 + + + + 4 + + + + + + T + 4 + 4 + + + + + + * * * + * ++ 4 + r + 4 + * * + + + + + + + * + * + * + ++ + 4 * # + t + 4 # + + 4 + + 4 + 4 + t + t + + + + + 4 + + + + + 4 4 + + 4 + + 4 + + +++++++0010.++++++++++++++++++++++++++++ + + + + + + + + + + + 4 + 4 + + + + + 4 + 4- + + + + + + + + + 4 + + + + + + + + • + 4 * + + 4 + 4 + 4+ 4 "+ * * + + 4 4 + + + + + + 4 + + + 4 + + + + + + + + + + 4 + + + + + + + + +++ + + + + + + + + + + + + + + + + 4 + + + + + + + + + + 4 + * + * + + ++ +. + 4 #+ + + * + + + + + + + + 4++4 ++ + + + + 4 +#+} + + + + + + + + + + + + + +. + 4 + 4 + + 4 + + 4 + + 4 +++ 4 + 4-1}1.4.14-1 0005 REVISIONS 1 PERMIT 2/7/18 REVISIONS J F- E DC 00 W D v) 8031 RAMP UP RAMP DOWN s" 1 NEW ACCESSIBLE EXIT RAMP FROM LEVEL 1 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 11, r ?.Ii EXISTING 3 STORY BUILDING WITH BELOW GRADE PARKING GARAGE DEMOLISH EXISTING ASPHALT PAVING IN CROSS -HATCHED AREAS, TYP NEW CONC CURB RAMP y \ MAIN ENTRY EXISTING ACCESSIBLE RAMP TO MAIN ENTRANCE NO PARKING FIRE LANE I/ /�. BUS LOADING ZONE PEDESTRIAN PATH TO MAIN ENTRY EXISTING CURB RAMP EXISTING ROLLING GATE AT DRIVEWAY REGISTERED ARCHITECT PHILIP RIEDEL STATE OF WASHINGTON WASHINGTON CHARTER SCHOOL DEVELOPMENT 1 98 1 NAC ARCH ITECTURE nacarchitecture.com 2025 FIRST AVE 1 SUITE 300 SEATTLE WA 98121 P:206.441.4522 NAC NO DRAWN CHECKED DATE 121-17025 AWS PR 1/30/18 J 1111111 J- 1 EXISTING ACCESSIBLE PARKING STALL, TYP OF (2) SO1 05' 00" W 303.88' NEW VAN ACCESSIBLE PARKING SIGNAGE AND STRIPING e -N SITE PLAN DEMOLISH EXISTING LANDSCAPE ISLAND & (2) TREES EXISTING FIRE HYRANT EXISTING LIGHT POLE,TYP NEW PAVED PATH (LESS THAN 1:20 SLOPE) DOWN TO PLAYGROUND SITE PLAN Scale: 1" = 20'-0" 2/7/2018 10:16:01 AM D:\ Revit\ImpactPS-Arch_ajain.rvt Q Z A1.02 4 6 REMOVE W EEL TOPS AND I PARKING STALL LINES, TYP = = = T c = FAN ROOM C = C = C = = = Tod II I & 1 I II II I 1 I I II II 1 1 I II II 1 & 11 11 KB) A> 2/7/2018 10:24:59 AM D:\_Revit\ImpactPS-Arch ajain.rvt r- —1-1-1 1-1 -1 U V i ii iii I I 1111 I I I I 1-1---1— 111111 11111 1 1 1 1 1 (i) STUDENT DROP-OFF/ PICK-UP n n 1 1 n n C C = = = = L— ---LL___1---J MAINTENANCE SUPPLY n MECH 1 1.2 BASEMENT - DEMOLITION Scale: 3/32" = 2 r C = C C = 1---- — -- CHAIR STORAGE C — C = C THROUGHOUT GARAGE: • CLEAN FLOOR SLAB AND PREP FOR NEW FINISH • CLEAN COLUMNS, WALLS, CEILING DUCTWORK AND LIGHT FIXTURES • PREP WALLS AND CEILING FOR NEW PAINT n u u I (E) COLUMN TO BE PROTECTED, TYP u C = C C = 4 C = C = = = C = — C C = C = = 6 = = C = = = I---JL--Ju---J FAN ROOM (o) EVIEWED FOR CODE COMPLIANC APPROVED FEB 152818 A> 2).6) RECEIVED CITY OF TUKWILA FEB 12 2018 PERMIT CENTER © 2017 NAC inc REVISIONS 1 PERMIT 2/7/18 REVISIONS F- r c m w D a in q 12 WASHINGTON CHARTER SCHOOL DEVELOPMENT IMPACT PUBLIC SCHOOL 3438 SOUTH 148TH STREET, TUKWILA, WA, 98168 NAC ARCH ITECTURE nacarchitecture.co NOT FOR CONSTRUCTION ni innnrrr NAC NO 121-17025 DRAWN Author CHECKED Checker DATE 1/30/18 BASEMENT - DEMOLITION PLAN A2.00 (D) (A) LOUNGE 6�� 7 L 000000000 000000000000000000.0000 1 • • • UP • • • • • • • • 1 A2.05 WORK SHOWN INSIDE DASHED LINE TO BE PRICED AS ADDITIVE ALTERNATE #1 w O O) • w • 0 j T cc • O lijN � • 1r- 0 • • 0 0• • -404 • • • • . • 1 • • 0 OFFICE CONFERENCE RM U L DEMO 1 , 1 RECEPTION DESK •CASEWORK AND r — fl ASSOCIATED I WALL -MOUNTED/ • -I CANTILEVERED • 1H LIGHT•FIXTURE • • • • • • • • • • • • P DEMOLISH FEATURE WALLS • • I o 16'7000000000.1\00000000000000000000000 1 1.2 LEVEL 1 - DEMOLITION 2 • • • • • • • • • • • • • • •• • • • •0 • 0 • O LOBBY 4 A2.05 AUDITORIUM r 6 - Y 7 4 A2.04 UP 6 0 `D1 A2.04 DEMO EXISTING TOILET AND ALL ASSOCIATED PLUMBING; CUT AND CAP ALL PIPING BELOW FLOOR OR ABOVE NEW CEILING B> DEMO EXISTING SINK; CAP ALL PIPING INSIDE WALL FOR FUTURE REUSE. Scale: 3/32" = 1-0" 2/7/2018 10:16:03 AM D:\_Revit\ImpactPS-Arch_ajain.rvt GENERAL DEMOLITION NOTES 1. THESE DRAWINGS ARE NOT INTENDED TO IDENTIFY EVERY ITEM OR MISCELLANEOUS ACCESSORY TO BE REMOVED. EXISTING MATERIALS AND ASSEMBLIES MAY VARY. THE CONTRACTOR SHALL REVIEW THE SPECIFICATIONS AND VISIT THE SITE TO FULLY EVALUATE THE SCOPE AND QUANTITIES IN THE DEMOLITION WORK PRIOR TO BID. SEE CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL, ELECTRICAL, AND ABATEMENT DOCUMENTS FOR DEMOLITION INFORMATION RELATIVE TO EACH TRADE, AND FOR REFERENCES TO WORK BY THE GENERAL CONTRACTOR. 2. REFER TO CONSTRUCTION DETAILS FOR SELECTIVE DEMOLITION REQUIRED TO EXECUTE THE WORK. 3. WHERE CONCRETE OR MASONRY DEMOLITION IS REQUIRED, THE TRANSITION BETWEEN EXISTING CONCRETE OR MASONRY TO REMAIN AND DEMOLISHED CONCRETE OR MASONRY IS TO BE SAW CUT FOR A CLEAN, SQUARE EDGE. 4. SEE LEGEND FOR GRAPHICAL INDICATION OF EXISTING ITEMS TO BE REMOVED AND TO REMAIN. 5. CONTRACTOR SHALL IDENTIFY EXISTING STRUCTURAL AND BEARING CONDITIONS AFFECTED BY DEMOLITION, NOT SPECIFICALLY ADDRESSED IN THE DRAWINGS OR SPECIFICATIONS, AND NOTIFY THE ARCHITECT/ENGINEER PRIOR TO REMOVAL OR ALTERATION. 6. CAREFULLY REMOVE AND STORE ITEMS TO BE SALVAGED IN A PROTECTED AREA FOR REINSTALLATION AS DIRECTED OR DELIVER TO OWNER. 7. DEMOLITION MATERIAL NOT SHOWN AS REUSED OR OTHERWISE SELECTED ON SITE FOR SALVAGE ARE THE CONTRACTOR'S PROPERTY TO BE LEGALLY DISPOSED OF OFF SITE. 8. CONTRACTOR SHALL STORE AND PROTECT EQUIPMENT TO BE RELOCATED UNTIL CALLED FOR LATER IN THE PROJECT. CONTRACTOR TO TAKE CARE THAT TEMPERATURE OR HUMIDITY CONDITIONS IN THE BUILDING DO NOT CAUSE DETERIORATION OF ITEMS TO BE REUSED. IF DETERIORATION TAKES PLACE FOR ANY REASON, THESE ITEMS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 9. COORDINATE DEMOLITION WITH HAZARDOUS MATERIALS ABATEMENT DOCUMENTS AND DIVISION 02 SPECIFICATIONS. PROTECT EXISTING SURFACES THROUGHOUT ABATEMENT PROCESS. 10. IN AREAS WHERE EXISTING ROOFING AND/OR EXTERIOR WALL SURFACES ARE TO BE REMOVED FOR CONSTRUCTION OF NEW ROOF AND/OR WALLS, EXPOSED SURFACES TO REMAIN ARE TO BE PROTECTED FROM WEATHER. 11. WHERE CODED NOTES OR LEGEND INDICATE WALL REMOVAL, REMOVE ALL ITEMS HOSTED BY THE WALLS IN THEIR ENTIRETY. 12. ALL STRUCTURAL MEMBERS INCLUDING BEARING WALLS AFFECTED BY THIS DEMOLITION ARE TO BE VERIFIED AND ADEQUATELY SHORED BEFORE REMOVAL. COORD W/ STRUCTURAL DRAWINGS. 13. SEE MECHANICAL DRAWINGS FOR ADDITIONAL SLAB AND ADDITIONAL PENETRATIONS NOT IDENTIFIED ON THESE DEMOLITION DRAWINGS. COORDINATE WITH STRUCTURAL. 14. IN AREAS TO BE DEMOLISHED AND TO RECEIVE NEW CONSTRUCTION; ALL EXISTING COMPONENTS, ABOVE AND BELOW GRADE, SHALL BE REMOVED, PATCHED OR FILLED, AS NECESSARY TO ACCOMMODATE THE NEW CONSTRUCTION. 15. REPAIR (E) CONCRETE SLAB WHERE DEMOLITION HAS OCCURED AS REQUIRED TO ACCEPT FLOOR FINISH. DEMOLITION LEGEND b EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED. TYP INTERIOR WALL TYPE IS METAL STUD FRAME WITH GYP BOARD BOTH SIDES, UNO. EXISTING DOOR AND FRAME TO BE REMOVED EXISTING WINDOW TO BE REMOVED DEMOLITION PLAN CODED NOTES DEMOLISH EXISTING STAGE PLATFORM, SUPPORT FRAMING, AND ASSOCIATED RAMPS AND STAIRS. SAWCUT AND REMOVE PORTION OF EXISTING PRECAST CONCRETE WALL AND ADJACENT FURRING ASSEMBLY (METAL STUDS, INSULATION AND GYPSUM BOARD) AS NECESSARY FOR INSTALLATION OF NEW WINDOW OR DOOR. REFER TO EXTERIOR ELEVATIONS AND SCHEDULES FOR OPENING SIZE. SEE STRUCT DWGS FOR ADDTIONAL REQUIREMENTS. CUT OPENING IN EXISTING METAL STUD FRAMED WALL ASSEMBLY. EXISTING CEILING ASSEMBLIES MAY BE DEMOLISHED OR RETAINED AT CONTRACTOR'S DISCRETION. DECOMMISION OR REMOVE EXISTING LIGHT FIXTURES. MODIFY DUCT WORK AND SPRINKLER SYSTEM AS NECESSARY. REMOVE PORTIONS OF EXISTING AUDITORIUM COFFERED/COVED HARD LID CEILING AS NECESSARY TO INSTALL NEW DUCTWORK, SPRINKLER PIPING, ETC. LEAVE ALL SUPPORT FRAMING AND CATWALKS INTACT. EXISTING DUCTWORK TO BE DISCONNECTED AND LEFT IN PLACE. REMOVE ALL EXISTING FLOOR FINISHES AND WALL BASE IN INDICATED ROOM OR SPACE, AND PREP SLAB AS NECESSARY FOR NEW FINISHES. DEMOLISH EXISTING DOOR AND FRAME AND PREP OPENING FOR NEW WALL INFILL DEMOLISH EXISTNG CANTED METAL FRAMING, GYP BD AND ASSOCIATED FINISHES AT AUDITORIUM WALLS REMOVE EXISTING DRINKING FOUNTAIN AND MODIFY PLUMBING AND WALL FRAMING AS NECESSARY TO INSTALL NEW 'HI -LO' TYPE FOUNTAIN REMOVE GRANITE CLAD 'ALTER' ASSEMBLY DEMOLISH EXISTING LIGHT FIXTURES AND SUSPENDED ACOUSTIC CEILING GRID & TILE. REVIEWED FOR CODE COMPLIANCE FEBAPPMVED 15 2018 City of Tukwila uii RECEIVED CITY OF TUKWILA FEB 12 2018 PERMIT CENTER © 2017 NAC inc REVISIONS J W D 8031 REGISTERED ARCHITECT PHILIP RIEDEL STATE OF WASHINGTON WASHINGTON CHARTER SCHOOL DEVELOPMENT 2-114 IMPACT PUBLIC SCHOOL 3438 SOUTH 148TH STREET, TUKWILA, WA, 98168 NAC ARCHITECTURE nacarchitecture.com 2025 FIRST AVE 1 SUITE 300 SEATTLE WA 98121 P:206.441.4522 NAC NO 121-17025 DRAWN AWJ CHECKED DATE 1/30/18 LEVEL 1 - DEMOLITION PLAN A2.01 (D) B (A) A2.05 1.2 8'-0" 22'-6" 2 30'-0" 3 27'-6" 27'-6" 5 27'-6" 6 28'-0" 7 l 0 0 0 0 A2.05 \ / \ / `\OPEN TO // \BELOW / / \ / \ / \ / / / / / / / \ / / / / / / (E) LIGHTING BOOTH DEMO DROPPE CEILING AND FRAMING BELO (E) LIGHTING NECESSARY TO INSTALL NEW CLASSROOM PARTITIONS AND SOFFIT BOOTH AS CEILING eN LEVEL 2 — DEMOLITION Scale: 3/32" = 1'-0" 2/7/2018 10:16:04 AM D:\ Revit\ImpactPS-Arch_ajain.rvt 1.2 2 3 4 /2\ A2.04 6 0 0 Co N 0 co N 0 Co N A2.04 B> (A) GENERAL DEMOLITION NOTES 1. THESE DRAWINGS ARE NOT INTENDED TO IDENTIFY EVERY ITEM OR MISCELLANEOUS ACCESSORY TO BE REMOVED. EXISTING MATERIALS AND ASSEMBLIES MAY VARY. THE CONTRACTOR SHALL REVIEW THE SPECIFICATIONS AND VISIT THE SITE TO FULLY EVALUATE THE SCOPE AND QUANTITIES IN THE DEMOLITION WORK PRIOR TO BID. SEE CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL, ELECTRICAL, AND ABATEMENT DOCUMENTS FOR DEMOLITION INFORMATION RELATIVE TO EACH TRADE, AND FOR REFERENCES TO WORK BY THE GENERAL CONTRACTOR. 2. REFER TO CONSTRUCTION DETAILS FOR SELECTIVE DEMOLITION REQUIRED TO EXECUTE THE WORK. 3. WHERE CONCRETE OR MASONRY DEMOLITION IS REQUIRED, THE TRANSITION BETWEEN EXISTING CONCRETE OR MASONRY TO REMAIN AND DEMOLISHED CONCRETE OR MASONRY IS TO BE SAW CUT FOR A CLEAN, SQUARE EDGE. 4. SEE LEGEND FOR GRAPHICAL INDICATION OF EXISTING ITEMS TO BE REMOVED AND TO REMAIN. 5. CONTRACTOR SHALL IDENTIFY EXISTING STRUCTURAL AND BEARING CONDITIONS AFFECTED BY DEMOLITION, NOT SPECIFICALLY ADDRESSED IN THE DRAWINGS OR SPECIFICATIONS, AND NOTIFY THE ARCHITECT/ENGINEER PRIOR TO REMOVAL OR ALTERATION. 6. CAREFULLY REMOVE AND STORE ITEMS TO BE SALVAGED IN A PROTECTED AREA FOR REINSTALLATION AS DIRECTED OR DELIVER TO OWNER. 7. DEMOLITION MATERIAL NOT SHOWN AS REUSED OR OTHERWISE SELECTED ON SITE FOR SALVAGE ARE THE CONTRACTOR'S PROPERTY TO BE LEGALLY DISPOSED OF OFF SITE. 8. CONTRACTOR SHALL STORE AND PROTECT EQUIPMENT TO BE RELOCATED UNTIL CALLED FOR LATER IN THE PROJECT. CONTRACTOR TO TAKE CARE THAT TEMPERATURE OR HUMIDITY CONDITIONS IN THE BUILDING DO NOT CAUSE DETERIORATION OF ITEMS TO BE REUSED. IF DETERIORATION TAKES PLACE FOR ANY REASON, THESE ITEMS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 9. COORDINATE DEMOLITION WITH HAZARDOUS MATERIALS ABATEMENT DOCUMENTS AND DIVISION 02 SPECIFICATIONS. PROTECT EXISTING SURFACES THROUGHOUT ABATEMENT PROCESS. 10. IN AREAS WHERE EXISTING ROOFING AND/OR EXTERIOR WALL SURFACES ARE TO BE REMOVED FOR CONSTRUCTION OF NEW ROOF AND/OR WALLS, EXPOSED SURFACES TO REMAIN ARE TO BE PROTECTED FROM WEATHER. 11. WHERE CODED NOTES OR LEGEND INDICATE WALL REMOVAL, REMOVE ALL ITEMS HOSTED BY THE WALLS IN THEIR ENTIRETY. 12. ALL STRUCTURAL MEMBERS INCLUDING BEARING WALLS AFFECTED BY THIS DEMOLITION ARE TO BE VERIFIED AND ADEQUATELY SHORED BEFORE REMOVAL. COORD W/ STRUCTURAL DRAWINGS. 13. SEE MECHANICAL DRAWINGS FOR ADDITIONAL SLAB AND ADDITIONAL PENETRATIONS NOT IDENTIFIED ON THESE DEMOLITION DRAWINGS. COORDINATE WITH STRUCTURAL. 14. IN AREAS TO BE DEMOLISHED AND TO RECEIVE NEW CONSTRUCTION; ALL EXISTING COMPONENTS, ABOVE AND BELOW GRADE, SHALL BE REMOVED, PATCHED OR FILLED, AS NECESSARY TO ACCOMMODATE THE NEW CONSTRUCTION. 15. REPAIR (E) CONCRETE SLAB WHERE DEMOLITION HAS OCCURED AS REQUIRED TO ACCEPT FLOOR FINISH. DEMOLITION LEGEND r� I ` A tE EXISTING DOOR AND FRAME TO BE REMOVED EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED. TYP INTERIOR WALL TYPE IS METAL STUD FRAME WITH GYP BOARD BOTH SIDES, UNO. = _ HI EXISTING WINDOW TO BE REMOVED DEMOLITION PLAN CODED NOTES DEMOLISH EXISTING STAGE PLATFORM, SUPPORT FRAMING, AND ASSOCIATED RAMPS AND STAIRS. SAWCUT AND REMOVE PORTION OF EXISTING PRECAST CONCRETE WALL AND ADJACENT FURRING ASSEMBLY (METAL STUDS, INSULATION AND GYPSUM BOARD) AS NECESSARY FOR INSTALLATION OF NEW WINDOW OR DOOR. REFER TO EXTERIOR ELEVATIONS AND SCHEDULES FOR OPENING SIZE. SEE STRUCT DWGS FOR ADDTIONAL REQUIREMENTS. CUT OPENING IN EXISTING METAL STUD FRAMED WALL ASSEMBLY. EXISTING CEILING ASSEMBLIES MAY BE DEMOLISHED OR RETAINED AT CONTRACTOR'S DISCRETION. DECOMMISION OR REMOVE EXISTING LIGHT FIXTURES. MODIFY DUCT WORK AND SPRINKLER SYSTEM AS NECESSARY. REMOVE PORTIONS OF EXISTING AUDITORIUM COFFERED/COVED HARD LID CEILING AS NECESSARY TO INSTALL NEW DUCTWORK, SPRINKLER PIPING, ETC. LEAVE ALL SUPPORT FRAMING AND CATWALKS INTACT. EXISTING DUCTWORK TO BE DISCONNECTED AND LEFT IN PLACE. REMOVE ALL EXISTING FLOOR FINISHES AND WALL BASE IN INDICATED ROOM OR SPACE, AND PREP SLAB AS NECESSARY FOR NEW FINISHES. DEMOLISH EXISTING DOOR AND FRAME AND PREP OPENING FOR NEW WALL INFILL DEMOLISH EXISTNG CANTED METAL FRAMING, GYP BD AND ASSOCIATED FINISHES AT AUDITORIUM WALLS REMOVE EXISTING DRINKING FOUNTAIN AND MODIFY PLUMBING AND WALL FRAMING AS NECESSARY TO INSTALL NEW 'HI -LO' TYPE FOUNTAIN REMOVE GRANITE CLAD 'ALTER' ASSEMBLY DEMOLISH EXISTING LIGHT FIXTURES AND SUSPENDED ACOUSTIC CEILING GRID & TILE. (:)364 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 15 21116 City of ukwila RECEIVED CITY OF TUKWILA FEB 12 2010 PERMIT CENTER © 2017 NAC inc REVISIONS 8031 REGISTERED ARCHITECT PHILIP RIEDEL STATE OF WASHINGTON 2-/q/$ WASHINGTON CHARTER SCHOOL DEVELOPMENT IMPACT PUBLIC SCHOOL 3438 SOUTH 148TH STREET, TUKWILA, WA, 98168 NAC ARCH ITECTURE nacarchitecture.co 2025 FIRST AVE 1 SUITE 300 SEATTLE WA 98121 P:206.441.4522 NAC NO 121-17025 DRAWN AW CHECKED DATE 1/30/18 LEVEL 2 - DEMOLITION PLAN A2.02 REMOVE EXISTING ROOF TOP HVAC UNITS; REFER ALSO TO MECH LEVEL 3 - DEMOLITION Scale: 3/32 1 0 = - 2/7/2018 10:16:05 AM D:\_Revit\ImpactPS-Arch_ajain.rvt GENERAL DEMOLITION NOTES 1. THESE DRAWINGS ARE NOT INTENDED TO IDENTIFY EVERY ITEM OR MISCELLANEOUS ACCESSORY TO BE REMOVED. EXISTING MATERIALS AND ASSEMBLIES MAY VARY. THE CONTRACTOR SHALL REVIEW THE SPECIFICATIONS AND VfSIT THE SITE TO FULLY EVALUATE THE SCOPE AND QUANTITIES IN THE DEMOLITION WORK PRIOR TO BID. SEE CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL, ELECTRICAL, AND ABATEMENT DOCUMENTS FOR DEMOLITION INFORMATION RELATIVE TO EACH TRADE, AND FOR REFERENCES TO WORK BY THE GENERAL CONTRACTOR. 2. REFER TO CONSTRUCTION DETAILS FOR SELECTIVE DEMOLITION REQUIRED TO EXECUTE THE WORK. 3. WHERE CONCRETE OR MASONRY DEMOLITION IS REQUIRED, THE TRANSITION BETWEEN EXISTING CONCRETE OR MASONRY TO REMAIN AND DEMOLISHED CONCRETE OR MASONRY IS TO BE SAW CUT FOR A CLEAN, SQUARE EDGE. 4. SEE LEGEND FOR GRAPHICAL INDICATION OF EXISTING ITEMS TO BE REMOVED AND TO REMAIN. 5. CONTRACTOR SHALL IDENTIFY EXISTING STRUCTURAL AND BEARING CONDITIONS AFFECTED BY DEMOLITION, NOT SPECIFICALLY ADDRESSED IN THE DRAWINGS OR SPECIFICATIONS, AND NOTIFY THE ARCHITECT/ENGINEER PRIOR TO REMOVAL OR ALTERATION. 6. CAREFULLY REMOVE AND STORE ITEMS TO BE SALVAGED IN A PROTECTED AREA FOR REINSTALLATION AS DIRECTED OR DELIVER TO OWNER. 7. DEMOLITION MATERIAL NOT SHOWN AS REUSED OR OTHERWISE SELECTED ON SITE FOR SALVAGE ARE THE CONTRACTOR'S PROPERTY TO BE LEGALLY DISPOSED OF OFF SITE. 8. CONTRACTOR SHALL STORE AND PROTECT EQUIPMENT TO BE RELOCATED UNTIL CALLED FOR LATER IN THE PROJECT. CONTRACTOR TO TAKE CARE THAT TEMPERATURE OR HUMIDITY CONDITIONS IN THE BUILDING DO NOT CAUSE DETERIORATION OF ITEMS TO BE REUSED. IF DETERIORATION TAKES PLACE FOR ANY REASON, THESE ITEMS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 9. COORDINATE DEMOLITION WITH HAZARDOUS MATERIALS ABATEMENT DOCUMENTS AND DIVISION 02 SPECIFICATIONS. PROTECT EXISTING SURFACES THROUGHOUT ABATEMENT PROCESS. 10. IN AREAS WHERE EXISTING ROOFING AND/OR EXTERIOR WALL SURFACES ARE TO BE REMOVED FOR CONSTRUCTION OF NEW ROOF AND/OR WALLS, EXPOSED SURFACES TO REMAIN ARE TO BE PROTECTED FROM WEATHER. 11. WHERE CODED NOTES OR LEGEND INDICATE WALL REMOVAL, REMOVE ALL ITEMS HOSTED BY THE WALLS IN THEIR ENTIRETY. 12. ALL STRUCTURAL MEMBERS INCLUDING BEARING WALLS AFFECTED BY THIS DEMOLITION ARE TO BE VERIFIED AND ADEQUATELY SHORED BEFORE REMOVAL. COORD W/ STRUCTURAL DRAWINGS. 13. SEE MECHANICAL DRAWINGS FOR ADDITIONAL SLAB AND ADDITIONAL PENETRATIONS NOT IDENTIFIED ON THESE DEMOLITION DRAWINGS. COORDINATE WITH STRUCTURAL. 14. IN AREAS TO BE DEMOLISHED AND TO RECEIVE NEW CONSTRUCTION; ALL EXISTING COMPONENTS, ABOVE AND BELOW GRADE, SHALL BE REMOVED, PATCHED OR FILLED, AS NECESSARY TO ACCOMMODATE THE NEW CONSTRUCTION. 15. REPAIR (E) CONCRETE SLAB WHERE DEMOLITION HAS OCCURED AS REQUIRED TO ACCEPT FLOOR FINISH. DEMOLITION LEGEND r- I= EXISTING DOOR AND FRAME TO BE REMOVED EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED. TYP INTERIOR WALL TYPE IS METAL STUD FRAME WITH GYP BOARD BOTH SIDES, UNO. EXISTING WINDOW TO BE REMOVED DEMOLITION PLAN CODED NOTES DEMOLISH EXISTING STAGE PLATFORM, SUPPORT FRAMING, AND ASSOCIATED RAMPS AND STAIRS. ('2 SAWCUT AND REMOVE PORTION OF EXISTING PRECAST CONCRETE WALL AND ADJACENT FURRING ASSEMBLY (METAL STUDS, INSULATION AND GYPSUM BOARD) AS NECESSARY FOR INSTALLATION OF NEW WINDOW OR DOOR. REFER TO EXTERIOR ELEVATIONS AND SCHEDULES FOR OPENING SIZE. SEE STRUCT DWGS FOR ADDTIONAL REQUIREMENTS. CUT OPENING IN EXISTING METAL STUD FRAMED WALL ASSEMBLY. EXISTING CEILING ASSEMBLIES MAY BE DEMOLISHED OR RETAINED AT CONTRACTOR'S DISCRETION. DECOMMISION OR REMOVE EXISTING LIGHT FIXTURES. MODIFY DUCT WORK AND SPRINKLER SYSTEM AS NECESSARY. REMOVE PORTIONS OF EXISTING AUDITORIUM COFFERED/COVED HARD LID CEILING AS NECESSARY TO INSTALL NEW DUCTWORK, SPRINKLER PIPING, ETC. LEAVE ALL SUPPORT FRAMING AND CATWALKS INTACT. EXISTING DUCTWORK TO BE DISCONNECTED AND LEFT IN PLACE. 6� REMOVE ALL EXISTING FLOOR FINISHES AND WALL BASE IN INDICATED ROOM OR SPACE, AND PREP SLAB AS NECESSARY FOR NEW FINISHES. DEMOLISH EXISTING DOOR AND FRAME AND PREP OPENING FOR NEW WALL INFILL DEMOLISH EXISTNG CANTED METAL FRAMING, GYP BD AND ASSOCIATED FINISHES AT AUDITORIUM WALLS REMOVE EXISTING DRINKING FOUNTAIN AND MODIFY PLUMBING AND WALL FRAMING AS NECESSARY TO INSTALL NEW 'HI -LO' TYPE FOUNTAIN 10 REMOVE GRANITE CLAD 'ALTER' ASSEMBLY DEMOLISH EXISTING LIGHT FIXTURES AND SUSPENDED ACOUSTIC CEILING GRID & TILE. REVIEWmP FOR ,CODE COMPLIANCE V • D FEB 1 5 21118 Cis,' of Tukwila RECEIVED CITY OF TUKWILA FEB 12 2010 PERMIT CENTER © 2017 NAC inc REVISIONS 8031 REGISTERED ARCHITECT PHILIP RIEDEL STATE OF WASHINGTON 2-/.1 /r2! WASHINGTON CHARTER SCHOOL DEVELOPMENT V N u u 3438 SOUTH 148TH STREET, TUKWILA, WA, 98168 NAC ARCH ITECTURE nacarchitecture.com 2025 FIRST AVE 1 SUITE 300 SEATTLE WA 98121 P:206.441.4522 NAC NO 121-17025 DRAWN AWJ CHECKED DATE 1/30/18 LEVEL 3 - DEMOLITION PLAN A2.03 (1) A B REMOVE MECHANICAL UNITS AND CAP PENETRATIONS THROUGH ROOF D E F WEST STAIR PARAPET di 150'-6" HIGH PARAPET di 141'-6" LOW PARAPET di 130'-0" NORTH ELEVATION - DEMOLITION LEVEL 3 di 126'-0" LEVEL 2 113'-0" LEVEL 1 di 100'-0" PARKING LOBBY di 91 '-0" Scale: 3/32" = 1-0" REMOVE MECHANICAL UNITS AND CAP PENETRATIONS THROUGH ROOF 1-7 r-1 4 6 1 E -1r - I III r-� I- 1 r-� 0 EAST ELEVATION - DEMOLITION WEST STAIR PARAPET 150'-6" HIGH PARAPET 141'-6" LOW PARAPET 130'-0" LEVEL 3 di 126'-0" LEVEL2_& 113'-0" LEVEL 1 di 100'-0" PARKING LOBBY 91 '-0" Scale: 3/32" = 1-0" 2/7/2018 10:16:07 AM D:\_Revit\ImpactPS-Arch_ajain.rvt GENERAL DEMOLITION NOTES 1. THESE DRAWINGS ARE NOT INTENDED TO IDENTIFY EVERY ITEM OR MISCELLANEOUS ACCESSORY TO BE REMOVED. EXISTING MATERIALS AND ASSEMBLIES MAY VARY. THE CONTRACTOR SHALL REVIEW THE SPECIFICATIONS AND VISIT THE SITE TO FULLY EVALUATE THE SCOPE AND QUANTITIES IN THE DEMOLITION WORK PRIOR TO BID. SEE CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL, ELECTRICAL, AND ABATEMENT DOCUMENTS FOR DEMOLITION INFORMATION RELATIVE TO EACH TRADE, AND FOR REFERENCES TO WORK BY THE GENERAL CONTRACTOR. 2. REFER TO CONSTRUCTION DETAILS FOR SELECTIVE DEMOLITION REQUIRED TO EXECUTE THE WORK. 3. WHERE CONCRETE OR MASONRY DEMOLITION IS REQUIRED, THE TRANSITION BETWEEN EXISTING CONCRETE OR MASONRY TO REMAIN AND DEMOLISHED CONCRETE OR MASONRY IS TO BE SAW CUT FOR A CLEAN, SQUARE EDGE. 4. SEE LEGEND FOR GRAPHICAL INDICATION OF EXISTING ITEMS TO BE REMOVED AND TO REMAIN. 5. CONTRACTOR SHALL IDENTIFY EXISTING STRUCTURAL AND BEARING CONDITIONS AFFECTED BY DEMOLITION, NOT SPECIFICALLY ADDRESSED IN THE DRAWINGS OR SPECIFICATIONS, AND NOTIFY THE ARCHITECT/ENGINEER PRIOR TO REMOVAL OR ALTERATION. 6. CAREFULLY REMOVE AND STORE ITEMS TO BE SALVAGED IN A PROTECTED AREA FOR REINSTALLATION AS DIRECTED OR DELIVER TO OWNER. 7. DEMOLITION MATERIAL NOT SHOWN AS REUSED OR OTHERWISE SELECTED ON SITE FOR SALVAGE ARE THE CONTRACTOR'S PROPERTY TO BE LEGALLY DISPOSED OF OFF SITE. 8. CONTRACTOR SHALL STORE AND PROTECT EQUIPMENT TO BE RELOCATED UNTIL CALLED FOR LATER IN THE PROJECT. CONTRACTOR TO TAKE CARE THAT TEMPERATURE OR HUMIDITY CONDITIONS IN THE BUILDING DO NOT CAUSE DETERIORATION OF ITEMS TO BE REUSED. IF DETERIORATION TAKES PLACE FOR ANY REASON, THESE ITEMS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 9. COORDINATE DEMOLITION WITH HAZARDOUS MATERIALS ABATEMENT DOCUMENTS AND DIVISION 02 SPECIFICATIONS. PROTECT EXISTING SURFACES THROUGHOUT ABATEMENT PROCESS. 10. IN AREAS WHERE EXISTING ROOFING AND/OR EXTERIOR WALL SURFACES ARE TO BE REMOVED FOR CONSTRUCTION OF NEW ROOF AND/OR WALLS, EXPOSED SURFACES TO REMAIN ARE TO BE PROTECTED FROM WEATHER. 11. WHERE CODED NOTES OR LEGEND INDICATE WALL REMOVAL, REMOVE ALL ITEMS HOSTED BY THE WALLS IN THEIR ENTIRETY. 12. ALL STRUCTURAL MEMBERS INCLUDING BEARING WALLS AFFECTED BY THIS DEMOLITION ARE TO BE VERIFIED AND ADEQUATELY SHORED BEFORE REMOVAL. COORD W/ STRUCTURAL DRAWINGS. 13. SEE MECHANICAL DRAWINGS FOR ADDITIONAL SLAB AND ADDITIONAL PENETRATIONS NOT IDENTIFIED ON THESE DEMOLITION DRAWINGS. COORDINATE WITH STRUCTURAL. 14. IN AREAS TO BE DEMOLISHED AND TO RECEIVE NEW CONSTRUCTION; ALL EXISTING COMPONENTS, ABOVE AND BELOW GRADE, SHALL BE REMOVED, PATCHED OR FILLED, AS NECESSARY TO ACCOMMODATE THE NEW CONSTRUCTION. 15. REPAIR (E) CONCRETE SLAB WHERE DEMOLITION HAS OCCURED AS REQUIRED TO ACCEPT FLOOR FINISH. DEMOLITION ELEVATION CODED NOTES SAW CUT AND REMOVE SECTION OF EXISTING CONCRETE WALL FOR NEW WINDOW OPENING. NOT USED DEMO EXISTING DOOR AND FRAME. PREP OPENING FOR NEW WALL INFILL. 63(O -VIEWED FOR CODE COMPLIANCE APPROVED EER 1 G MO Ci of Tulkwila. RECEIVED CITY OF TUKWILA FEB 12 2018 PERMIT CENTER © 2017 NAC inc REVISIONS J W D 8031 REGISTERED ARCHITECT PHILIP RIEDEL STATE OF WASHINGTON Z/ 9 I WASHINGTON CHARTER SCHOOL DEVELOPMENT 3438 SOUTH 148TH STREET, TUKWILA, WA, 98168 NAC ARCH ITECTURE nacarchitecture.com 2025 FIRST AVE 1 SUITE 300 SEATTLE WA 98121 P:206.441,4522 NAC NO 121-17025 DRAWN AWJ CHECKED DATE 1/30/18 EXTERIOR ELEVATIONS - DEMOLITION A2.04 D B A WEST STAIR PARAPET 150'-6" HIGH PARAPET 141'-6" LOW PARAPET 130'-0" SOUTH ELEVATION - DEMOLITION LEVEL 3 126'-0" LEVEL 2 113'-0" LEVEL 1 100'-0" PARKING LOBBY 91'-0" Scale: 3/32" = 1'-0" 6 4 REMOVE MECHANICALUNIT & CAP PENETRATIONS T ROUGH ROOF I— —I I— —I r I— —1 I I. I I 0� I I L L — J WEST ELEVATION - DEMOLITION 2 / Scale: 3/32" = 2/7/2018 10:16:08 AM D:\_Revit\ImpactPS-Arch_ajain.rvt =ti WEST STAIR PARAPET 150'-6" HIGH PARAPET 141'-6" LOW PARAPET di 130'-0" LEVEL 3 di 126'-0" LEVEL 2 113'-0" LEVEL 1 di 100'-0" PARKING LOBBY 91'-0" GENERAL DEMOLITION NOTES 1. THESE DRAWINGS ARE NOT INTENDED TO IDENTIFY EVERY ITEM OR MISCELLANEOUS ACCESSORY TO BE REMOVED. EXISTING MATERIALS AND ASSEMBLIES MAY VARY. THE CONTRACTOR SHALL REVIEW THE SPECIFICATIONS AND VISIT THE SITE TO FULLY EVALUATE THE SCOPE AND QUANTITIES IN THE DEMOLITION WORK PRIOR TO BID. SEE CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL, ELECTRICAL, AND ABATEMENT DOCUMENTS FOR DEMOLITION INFORMATION RELATIVE TO EACH TRADE, AND FOR REFERENCES TO WORK BY THE GENERAL CONTRACTOR. 2. REFER TO CONSTRUCTION DETAILS FOR SELECTIVE DEMOLITION REQUIRED TO EXECUTE THE WORK. 3. WHERE CONCRETE OR MASONRY DEMOLITION IS REQUIRED, THE TRANSITION BETWEEN EXISTING CONCRETE OR MASONRY TO REMAIN AND DEMOLISHED CONCRETE OR MASONRY IS TO BE SAW CUT FOR A CLEAN, SQUARE EDGE. 4. SEE LEGEND FOR GRAPHICAL INDICATION OF EXISTING ITEMS TO BE REMOVED AND TO REMAIN. 5. CONTRACTOR SHALL IDENTIFY EXISTING STRUCTURAL AND BEARING CONDITIONS AFFECTED BY DEMOLITION, NOT SPECIFICALLY ADDRESSED IN THE DRAWINGS OR SPECIFICATIONS, AND NOTIFY THE ARCHITECT/ENGINEER PRIOR TO REMOVAL OR ALTERATION. 6. CAREFULLY REMOVE AND STORE ITEMS TO BE SALVAGED IN A PROTECTED AREA FOR REINSTALLATION AS DIRECTED OR DELIVER TO OWNER. 7. DEMOLITION MATERIAL NOT SHOWN AS REUSED OR OTHERWISE SELECTED ON SITE FOR SALVAGE ARE THE CONTRACTOR'S PROPERTY TO BE LEGALLY DISPOSED OF OFF SITE. 8. CONTRACTOR SHALL STORE AND PROTECT EQUIPMENT TO BE RELOCATED UNTIL CALLED FOR LATER IN THE PROJECT. CONTRACTOR TO TAKE CARE THAT TEMPERATURE OR HUMIDITY CONDITIONS IN THE BUILDING DO NOT CAUSE DETERIORATION OF ITEMS TO BE REUSED. IF DETERIORATION TAKES PLACE FOR ANY REASON, THESE ITEMS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 9. COORDINATE DEMOLITION WITH HAZARDOUS MATERIALS ABATEMENT DOCUMENTS AND DIVISION 02 SPECIFICATIONS. PROTECT EXISTING SURFACES THROUGHOUT ABATEMENT PROCESS. 10. IN AREAS WHERE EXISTING ROOFING AND/OR EXTERIOR WALL SURFACES ARE TO BE REMOVED FOR CONSTRUCTION OF NEW ROOF AND/OR WALLS, EXPOSED SURFACES TO REMAIN ARE TO BE PROTECTED FROM WEATHER. 11. WHERE CODED NOTES OR LEGEND INDICATE WALL REMOVAL, REMOVE ALL ITEMS HOSTED BY THE WALLS IN THEIR ENTIRETY. 12. ALL STRUCTURAL MEMBERS INCLUDING BEARING WALLS AFFECTED BY THIS DEMOLITION ARE TO BE VERIFIED AND ADEQUATELY SHORED BEFORE REMOVAL. COORD W/ STRUCTURAL DRAWINGS. 13. SEE MECHANICAL DRAWINGS FOR ADDITIONAL SLAB AND ADDITIONAL PENETRATIONS NOT IDENTIFIED ON THESE DEMOLITION DRAWINGS. COORDINATE WITH STRUCTURAL. 14. IN AREAS TO BE DEMOLISHED AND TO RECEIVE NEW CONSTRUCTION; ALL EXISTING COMPONENTS, ABOVE AND BELOW GRADE, SHALL BE REMOVED, PATCHED OR FILLED, AS NECESSARY TO ACCOMMODATE THE NEW CONSTRUCTION. 15. REPAIR (E) CONCRETE SLAB WHERE DEMOLITION HAS OCCURED AS REQUIRED TO ACCEPT FLOOR FINISH. DEMOLITION ELEVATION CODED NOTES SAW CUT AND REMOVE SECTION OF EXISTING CONCRETE WALL FOR NEW WINDOW OPENING. NOT USED DEMO EXISTING DOOR AND FRAME. PREP OPENING FOR NEW WALL INFILL. A, 2)36, REVIEWED FOR CODE COMPLIANCE APPROVED FEB 1 r 2010 City of Tukwila RECEIVED CITY OF TUKWILA FEB 12 2018 PERMIT CENTER © 2017 NAC inc REVISIONS 8031 REGISTERED ARCHITECT PHILIP RIEDEL STATE OF WASHINGTON WASHINGTON CHARTER SCHOOL DEVELOPMENT IMPACT PUBLIC SCHOOL 12, 3438 SOUTH 148TH STREET, TUKWILA, WA, 98168 NAC ARCHITECTURE nacarchitecture.com 2025 FIRST AVE 1 SUITE 300 SEATTLE WA 98121 P;206.441.4522 NAC NO 121-17025 DRAWN AWJ CHECKED DATE 1/30/18 EXTERIOR ELEVATIONS - DEMOLITION A2.05 DOOR SCHEDULE DOOR NO PR DOOR LEAF A DOOR LEAF B DOOR HT DOOR FRAME DETAILS LABEL REMARKS / CODED NOTES DOOR NO TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD HINGE JAMB STRIKE JAMB SILL CLR MATL FIN CLR MATL R103 14'-0" 4'-0" F-21 STL PT 2/A5.20 1/A5.20 4/A5.20 R104 103 4'-0" 3'-0" 0" 7'-0" D WD STN F-1 STL PT 3/A5.20 1/A5.20 4'-0" - STL 4 103 104 P 3'-0" 0" 7'-0" D WD STN F-1 STL PT 3/A5.20 1/A5.20 - 100A 4 104 105 4'-0" 3'-0" 0" 7'-0" D WD STN F-1 STL PT 3/A5.20 1/A5.20 4'-0" - STL 4 105 106 100B 3'-0" 0" 7'-0" D WD STN F-1 STL PT 3/A5.20 1/A5.20 - PT / SWC 4 106 107 4'-0" 3'-0" 0" 7'-0" D WD STN F-1 STL PT 3/A5.20 1/A5.20 4'-0" - STL 4 107 108 PT 3'-0" 0" 7'-0" D WD STN F-1 STL PT 3/A5.20 1/A5.20 2.2 - 4.1 4 108 109 GYP 3'-0" 0" 7'-0" D WD STN F-1 STL PT 3/A5.20 1/A5.20 102 - CONC 4 109 110 (E) 3'-0" 0" 7'-0" D WD STN F-1 STL PT 3/A5.20 1/A5.20 - 4 110 111 CONC 3'-0" 0" 7'-0" D WD STN F-1 STL PT 3/A5.20 1/A5.20 - (E) 4 111 112 3'-0" 0" 7'-0" D WD STN F-1 STL PT 3/A5.20 1/A5.20 GYP - 4 112 H10 GYP 3'-0" 0" 6'-8" F AL FF F-2 AL FF 2.2 RB 4.1 - VWC 1 , 3 H10 RELITE SCHEDULE RELITE NO WIDTH HEIGHT FRAME DETAILS LABEL REMARKS / CODED NOTES TYPE MATERIAL FINISH HEAD JAMB JAMB SILL FIN CLR MATL FIN CLR MATL FIN CLR MATL FIN CLR MATL R103 14'-0" 4'-0" F-21 STL PT 2/A5.20 1/A5.20 4/A5.20 R104 14'-0" 4'-0" F-21 STL PT 2/A5.20 1/A5.20 4/A5.20 R105 14'-0" 4'-0" F-21 STL PT 2/A5.20 1/A5.20 P 4/A5.20 (E) R106 14'-0" 4'-0" F-21 STL PT 2/A5.20 1/A5.20 4/A5.20 100A SERVERY R107 10'-6" 4'-0" F-23 STL PT 2/A5.20 1/A5.20 (E) 4/A5.20 (E) R108 14'-0" 4'-0" F-21 STL PT 2/A5.20 1/A5.20 100B 4/A5.20 CONC SV R109 14'-0" 4'-0" F-21 STL PT 2/A5.20 1/A5.20 4/A5.20 PT / SWC R110 14'-0" 4'-0" F-21 STL PT 2/A5.20 1/A5.20 CONC/WD 4/A5.20 1.1 RB R111 14'-0"' 4'-0" F-21 STL PT 2/A5.20 1/A5.20 PT 4/A5.20 GYP VWC R112 14'-0"' 4'-0" F-23 STL PT 2/A5.20 1/A5.20 2.2 4/A5.20 4.1 GYP F-1 0 0o 6'-4" FRAME TYPES - DOOR F-2 Scale: 1/4" = 1'-0" D DOOR TYPES F Scale: 1/4" = 1'-0" PER SCHEDULE ABBREVIATIONS AL BOF FF GL HR MFR PL PR PT S SS STL STN TOF WD EQ EQ EQ EQ 0 0 in FLOOR LINE F-21 FRAME TYPES RELITES ALUMINUM BOTTOM OF FRAME FACTORY FINISH GLASS HINGE (JAMB) HOUR MANUFACTURER PLASTIC LAMINATE PAIR OF DOORS PAINT STRIKE (JAMB) STAINLESS STEEL STEEL STAIN & VARNISH TOP OF FRAME WOOD GENERAL DOOR & RELITE NOTES 1. ALL DOORS TO BE 1 3/4" THICK, UNLESS NOTED OTHERWISE. 2. SEE SPECIFICATIONS FOR ALL DOOR, RELITE, SIDELITE AND TRANSOM GLAZING TYPES. 3. SEE SHEET A5.20 FOR INTERIOR STEEL FRAME DOOR AND RELITE DETAILS. 4. NUMBER IN 'LABEL' COLUMN INDICATES THE FIRE RATING IN MINUTES, UNLESS NOTED OTHERWISE. 5. GLAZING DIMENSIONS FOR DOOR TYPES ARE TO INSIDE OF FRAME (CLEAR GLAZING AREA). ACTUAL CUTOUT AND TOTAL FRAME WILL BE SLIGHTLY LARGER. 6. RELITE GLAZING AND STOP TO OCCUR ON CORRIDOR SIDE OF FRAME, UNLESS NOTED OTHERWISE. 7. ALL DOOR HANDLES TO BE LEVER TYPE COMPLYING WITH ACESSIBILITY STANDARDS. 8. PROVIDE SAFETY GLAZING AS INDICATED IN SPECIFICATIONS. DOOR & RELITE CODED NOTES 1. PANIC HARDWARE 2. POWER ASSISTED DOOR OPERATOR. 3. CARD READER 4. PROVIDE BETWEEN -THE -GLASS MINI -BLINDS PER SCHEDULE / EQ EQ EQ EQ 0 M 0 io F-23 Scale: 1/4" = 1'-0" ROOM FINISH SCHEDULE ROOM NUMBER NAME FLOOR BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CODED NOTES PLAM ROOM NUMBER MAT FIN CLR FIN CLR MATL FIN CLR MATL FIN CLR MATL FIN CLR MATL FIN CLR 100 LOBBY CONC CPT / EM 1.2 RB 4.1 (E) / GYP P (E) (E) PT (E) (E) / PT 100 100A SERVERY CONC SV 2.1 COVE 2.1 (E) EP / SWC (E) EP / SWC (E) EP/ SWC (E) EP / SWC 100A 100B CUSTODIAL CONC SV 2.1 RB 4.1 (E) P GYP PT (E) PT / SWC (E) PT /SWC 100B 101A OFFICE CONC/WD CPT 1.1 RB 4.1 GYP PT GYP VWC GYP PT GYP VWC 101A 101B CONFERENCE CONC LN 2.2 RB 4.1 GYP PT GYP VWC GYP PT GYP VWC 101B 102 CONFERENCE CONC (E) (E) (E) (E) (E) (E) (E) (E) 102 102A STORAGE CONC (E) (E) (E) (E) (E) (E) (E) (E) 102A 103 CLASSROOM CONC LN 2.2 RB 4.1 GYP VWC GYP PT GYP VWC GYP CWC / PT 103 104 CLASSROOM CONC LN 2.2 RB 4.1 GYP VWC GYP PT GYP VWC GYP CWC / PT 104 105 CLASSROOM CONC LN 2.2 RB 4.1 GYP VWC GYP PT GYP VWC GYP CWC / PT 105 106 CLASSROOM CONC LN 2.2 RB 4.1 GYP VWC GYP PT GYP VWC GYP CWC / PT 106 107 CLASSROOM CONC LN 2.2 RB 4.1 GYP VWC GYP PT GYP VWC GYP CWC / PT 107 108 CLASSROOM CONC LN 2.2 RB 4.1 GYP VWC GYP CWC / PT GYP VWC GYP PT 108 109 CLASSROOM CONC LN 2.2 RB 4.1 GYP VWC GYP CWC / PT GYP VWC GYP PT 109 110 CLASSROOM CONC LN 2.2 RB 4.1 GYP VWC GYP CWC / PT GYP VWC GYP PT 110 111 CLASSROOM CONC LN 2.2 RB 4.1 GYP VWC GYP CWC / PT GYP VWC GYP PT 111 112 CLASSROOM CONC LN 2.2 RB 4.1 GYP VWC GYP CWC / PT GYP VWC GYP PT 112 113 GIRLS RR CONC (E) (E) (E) (E) (E) (E) _ (E) (E) 113 114 BOYS RR CONC (E) (E) (E) (E) (E) (E) (E) (E) 114 H10 HALLWAY CONC LN 2.2 / 2.3 RB 4.1 GYP GYP CWC / PT GYP GYP CWC / PT H10 H11 HALLWAY CONC (E) (E) RB 4.1 (E) (E) (E) (E) H11 S-A STAIR A CONC (E) (E) (E) (E) (E) (E) (E) (E) S-A S -B STAIR B CONC (E) (E) (E) (E) (E) (E) (E) (E) S -B INTERIOR FINISH GENERAL NOTES 1. AN ASTERISK (*) IN THE FINISH SCHEDULE REFERENCES CODED NOTES IN THE REMARKS COLUMN. 2. ALL FLOORING/ COLOR TRANSITIONS WHERE REQUIRED SHALL BE CENTERED UNDER DOOR. 3. PAINT ALL INTERIOR MECHANICAL LOUVERS, WHERE EXPOSED TO MATCH ADJACENT SURFACE, UNLESS NOTED OTHERWISE. 4. PAINT ALL DOOR & RELITE FRAMES PAINT COLOR _._ UNLESS NOTED OTHERWISE. 5. SEE SHEET A3.01 FOR FLOOR MATERIAL, FINISH, AND COLOR DESIGNATION. 6. SEE SHEET A9.01 FOR CEILING MATERIAL, FINISH, AND COLOR DESIGNATION. 7. ALL GYP BD CEILINGS TO BE PAINT 6._, UNO. 2/7/2018 10:16:09 AM D:\ Revit\ImpactPS-Arch_ajain.rvt INTERIOR FINISH CODED NOTES 1. SEE INTERIOR ELEVATIONS AND/ OR REFLECTED CEILING PLANS FOR EXTENT AND LOCATION OF ACCENT PAINT COLOR(S). 2. SEE INTERIOR ELEVATIONS FOR EXTENT AND LOCATION OF VWC. 3. SEE FLOOR PLANS (FLOOR PATTERN PLANS) FOR FLOOR FINISH PATTERNS AND COLOR DESIGNATION. PLASTIC LAMINATE AND CASEWORK FINISH NOTES 1. ALL INTERIOR LOW PRESSURE LAMINATE TO BE ANTIQUE WHITE. 2. ALL PVC EDGE BANDING TO BE _._. 3. SEE DETAILS FOR LOCATIONS OF SPECIALTY CASEWORK. 4. STEEL SUPPORT BRACKETS AND CABLE TRAYS BELOW COUNTERTOP SHALL BE PAINTED TO MATCH ADJACENT BASE CABINETS. IF NO BASE CABINETS OCCUR, SUPPORT BRACKETS SHALL BE PAINTED TO MATCH COUNTERTOP PLAM. 5. ALL WINDOW SILLS TO BE PLAM 7.1 6. ALL STUDENT CUBBIES TO BE PLAM 7.2 WINDOW NOTES 1. WINDOW DIMENSIONS SHOWN INDICATE ROUGH OPENINGS. FIELD VERIFY ACTUAL OPENING DIMENSION. 2. REFER TO SPECIFICATIONS FOR LOCATIONS OF LAMINATED AND TEMPERED GLASS. 3. ALL EXTERIOR GLAZING TO BE CERTIFIED BY INDEPENDENT AGENCY FOR SOLAR HEAT GAIN COEFFICIENT AND U -VALUE. 4. PROVIDE MANUAL ROLLER SHADES AT ALL NEW EXTERIOR WINDOWS, WINDOW TYPES THERMALLY BROKEN ALUMINUM INSULATED WINDOW UNITS Scale: 1/4" = 1'-0" FINISH ABBREVIATIONS ALUM APC AWP CLR CONC CPT CT EM EP EXP FF FIN GLZ GYP LN MATL MCSP PANEL MTL PT RAF RB RFT RSS SLR SWC SV UNO VCT VRB VWC WP ALUMINUM ACOUSTICAL PANEL CEILING ACOUSTICAL WALL PANEL COLOR CONCRETE CARPET CERAMIC TILE ENTRY MAT EPDXY PAINT EXPOSED FACTORY FINISHED FINISH GLAZING GYPSUM BOARD LINOLEUM MATERIAL MINERAL COMPOSITE SCULPTURAL METAL PAINT RESILIENT ATHLETIC FLOORING RUBBER BASE RESILIENT FLOORING TILE RUBBER STAIR STRINGER SEALER SANITARY WALL COVERING SHEET VINYL UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VENTILATING RUBBER BASE VINYL WALL COVERING WALL PADS INTERIOR FINISH MATERIAL KEY CARPET: CPT 1.1 - CLASSROOMS CPT 1.2 - HALLWAY ENTRY MAT: EM 1.3 - TBD RESILIENT SV 2.1 - SHEET VINYL WITH 6" INTEGRAL COVE BASE - JOHNSONITE LN 2.2 - LINOLEUM - FORBO MARMOLEUM - FIELD COLOR LN 2.3 - LINOLEUM - FORBO MARMOLEUM - ACCENT COLOR RUBBER BASE: RB 4.1 - JOHNSONITE 4"; COLOR: TBD WALL COVERING: VWC 5.1 - TACKABLE VINYL WALL COVERING - TBD VWC 5.2 - TACKABLE VINYL WALL COVERING - TBD SWC 5.3 - SANITARY WALL COVERING - MARLITE FRP CWC 5.4 - CORK WALL COVERING - FORBO 'BULLETIN BOARD' PAINT: PT 6.1 - FIELD - SHERWIN WILLIAMS SW7070, SITE WHITE EPT 6.2 - EPDXY PAINT TO MATCH PT 6.1 PT 6.3 - DOOR FRAMES - SHERWIN WILLIAMS PT 6.4 - ACCENT - SHERWIN WILLAMS PT 6.5 - ACCENT - SHERWIN WILLIAMS PT 6.6 - ACCENT - SHERWIN WILLIAMS PT 6.7 - ACCENT - SHERWIN WILLIAMS PLASTIC LAMINATE: PLAM 7.1 - WINDOW SILLS PLAM 7.2 - CUBBIES REVIEWED FOR CODE COMPLIANCE APPROVED FEB 15 2.010 City of Tukwila BUILDING MISCELLANEOUS: MDF 8.1 1/2" MDF PANEL WITH CLEAR FINISH; FACE MOUNTED WITH COUNTER SUNK SCREWS CA3(0 RECEIVED CITY OF TUKWILA FEB 12 2018 PERMIT CENTER © 2017 NAC inc REVISIONS 2 2 m W D 8031 REGISTERED ARCHITECT PHILIP RIEDEL STATE OF WASHINGTON WASHINGTON CHARTER SCHOOL DEVELOPMENT IMPACT PUBLIC SCHOOL 3438 SOUTH 148TH STREET, TUKWILA, WA, 98168 NAC ARCH ITECTURE nacarchitecture.com 2025 FIRST AVE 1 SUITE 300 SEATTLE WA 98121 P:206.441.4522 NAC NO 121-17025 DRAWN AWJ CHECKED DATE 1 /30/18 SCHEDULES - DOORS, RELITES, WINDOWS & FINISHES A3.01 4 1 6 ELEVATOR ELECTRICAL ( B07 071 STAIR A ELEVATOR ELEVATOR LOBBY ! ! MACH RM C B09 3 B08� lam(': Imo( ► - , 4/7 ACCENT PAINT AND 4,11111 GRAPHIC SIGNAGE AT ENTRY WALLS AND DOORS Al/# AOk „ OAPA 14:11 FAN ROOM C B02 EW . JPEN rADI RROVD' P n (B) - (Pk - r— P f T 1 rrl—r 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 __11J_LIJ_L j Z i BASEMENT - FLOOR PLAN Scale: 1/8" = 1'-0" 2/7/2018 10:16:10 AM D:\_Revit\ImpactPS-Arch_ajain.rvt STUDENT DROP-OFF/ PICK-UP B01 MAINTENANCE SUPPLY C B06 MECH B05 CHAIR STORAGE B04 3 1.2 2 4FT HIGH CHAIN LINK FENCE, TYP CHAIN LINK GATE 4 THROUGHOUT BASEMENT (EXCLUDING CLOSED ROOMS) PROVIDE THE FOLLOWING: • NEW EPDXY FLOOR PAINT OVER (E) CONCRETE, TYP NEW PAINT ON WALLS, CEILING AND COLUMNS LOADING LANE 6= THROUGH LANE CHAIN LINK GATE 6 FAN ROOM ( B03 u r NEW LOW HEADROOM SIGN (MAXIMUM CLEARANCE 6'-5" ) MOUNTED ON NEW LANDING SUPPORT BEAM 1- L L _ — J B) A> REVIEWED FOR CODE COMPLIANCE APPROVED FEB 1 5 2010 City of Tukwila RECEIVED CITY OF TUKWILA FEB 12 2018 PERMIT CENTER © 2017 NAC inc REVISIONS 8031 REGISTERED ARCHITECT PHILIP RIEDEL STATE OF WASHINGTON Z- ), WASHINGTON CHARTER SCHOOL DEVELOPMENT IMPACT PUBLIC SCHOOL 3438 SOUTH 148TH STREET, TUKWILA, WA, 98168 NAC ARCH ITECTURE nacarchitecture.com 2025 FIRST AVE 1 SUITE 300 SEATTLE WA 98121 P:206.441.4522 NAC NO 121-17025 DRAWN AWJ CHECKED DATE 1/30/18 BASEMENT- FLOOR PLAN A3.10 L i0 0 r 9 i0 1.2 30'-6" 2 FLOOR PLAN LEGEND =Li= R101 30'-0" NEW WALL OR PARTITION EXISTING WALL OR PARTITION TO REMAIN NEW DOOR; REFER TO SCHEDULE ON A3.01 EXISTING DOOR TO REMAIN NEW INTERIOR RELITE; REFER TO SCHEDULE ON A3.01 3 27'-6" 22'-3 1/2" EXISTING FIXTURE OR ITEM TO REMAIN EXISTING BUILDING AREA WITH NO ARCHITECTURAL SCOPE; CONTRACTOR TO REFER TO STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS TO VERIFY FULL SCOPE OF WORK. NOTE: REFER ALSO TO ARCHITECTURAL MATERIALS & SYMBOLS LEGEND ON A0.01. A4.02 4 u 27'-6" 5 27'-6" WALL ASSEMBLIES NOTES: 1. NEW INTERIOR CLASSROOM AND HALLWAY WALLS TO BE 3-5/8" LIGHT GAGE METAL STUDS WITH (1) LAYER 5/8" GYP BD ON CLASSROOM (OR NORTH) SIDE OF WALL AND (2) LAYERS 5/8" GYP BD ON HALLWAY (OR SOUTH) SIDE OF WALL. STUD CAVITIES TO BE FILLED WITH ACOUSTIC BATT INSULATION. SOUND SEAL ALL PENETRATIONS. 2. ALL NEW INTERIOR STUD FRAMING AND FURRING TO BE 16" OC UNO. 3. SEE SHEETS G2.01 & G2.02 FOR FIRE RATING CLASSIFICATIONS OF WALLS. 4. REFER TO DETAILS, STRUCTURAL DRAWINGS AND NOTES FOR PROPER INSTALLATION OF MATERIALS LISTED IN WALL ASSEMBLIES, INCLUDING INFILL CONNECTIONS AND CONNECTIONS TO FOUNDATION AND DECK. 5. ALL GYPSUM BOARD TO BE TYPE "X" UNO. ALL GYPSUM BOARD IN "WET" ROOM WALLS (TOILET ROOMS, CUSTODIAL ROOMS) TO BE WATER RESISTANT TYPE EXCEPT AS NOTED. DO NOT USE WATER RESISTANT GYPSUM BOARD ON CEILINGS. WALLS BEHIND CERAMIC TILE FINISH TO RECEIVE CEMENT BACKER BOARD. 6. ALL GYPSUM BOARD SURFACES TO BE PREPARED FOR PAINT GRADE FINISH UNO. 7. FOR FINISHES, REFER TO FINISH SCHEDULE AND INTERIOR ELEVATIONS. 8. PROVIDE ABUSE RESISTANT GYPSUM BOARDS WHERE NOTED ON PLANS OR ELEVATIONS. (E) STAIR AT GARAGE EXIT BELOW 21'-9" 21'r9" 21'-9" 6 28'-0" 7 MOP SINK INFILL FORMER DOOR OPENING WITH NEW EXTERIOR ASSEMBLY: CEMENT PLASTER OVER WRB OVER PLWD OVER WOOD STUDS WITH R-19 BATT INSULATION EXISTING TO REMAIN - NO WORK IN HATCHED AREA UNLESS OTHERWISE NOTED/ CUSTODIAL (100B) CLASSROOM INSTALL GYP BD TO 10FT AFF OVER EXISTING METAL STUDS; TYP ON GRID E FROM GL 3 7 INSTALL INTERIOR WALL FURRING AND GWB TO ALIGN W/ (E) ADJACENT CLASSROOM 0 0o SERVERY (100A) NEW HI -LO ACCESSIBLE DRINKING FOUNTAIN INFILL FORMER DOOR OPENING WITH GWB ON METAL STUDS; ALIGN WITH ADJACENT. 743 SF SIMSI/ /36\ / \ 4A A7.04 3A OPP 744 SF SIM / 36 \ CLASSROOM ( 110 3 744 SF 3C A7.04 3A OPP SIM 4B\ / \ 3C s 3A \ / 3D OP" CLASSROOM ( 109 ) 744 SF SIMSI /36\ CLASSROOM (108 740 SF GENERAL NOTES 1. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DRAWINGS, DIMENSIONS, SPECIFICATIONS AND SCHEDULES PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. NOTIFY ARCHITECT IMMEDIATELY OF ANY UNCERTAINTY OR DISCREPANCY. 2. DRAWINGS SHALL NOT BE SCALED. 3. WHERE NOTES ON THE DRAWINGS INDICATE A CONDITION AT ONE LOCATION, WHETHER INDICATED AS TYPICAL OR NOT, THE NOTE SHALL APPLY TO ALL SIMILAR LOCATIONS UNO. 4. SEE SHEET A0.01 FOR SYMBOLS, & ABBREVIATIONS, ETC. 5. SEE CODE PLAN & DETAIL, SHEETS G2.01 & G2.02, FOR EXTENT OF RATED WALLS, CEILINGS & OPENINGS AS WELL AS CONSTRUCTION REQUIREMENTS. 6. SEE REFLECTED CEILING PLAN SHEETS A9.01. 7. DIMENSIONS ARE TYPICALLY TAKEN TO GRID LINE, CENTERLINE OF STUD WALL OR STRUCTURAL COLUMN @ FRAMED WALLS, UNLESS NOTED OTHERWISE OR INDICATED ON DETAILS. 8. ALL BUILDING SIGNAGE AND IDENTIFYING DEVICES TO COMPLY WITH THE REQUIREMENTS OF THE ADA (AMERICANS WITH DISABILITIES ACT). 9. EXTERIOR METAL STUD SIZES ARE AS SPECIFIED IN STRUCTURAL DRAWINGS. REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL SPECIFIC REQUIREMENTS. 10. ALL GYPSUM BOARD PRODUCTS TO BE TYPE 'X' GYPSUM BOARD UNLESS NOTED OTHERWISE, 11. REFER TO ENLARGED PLANS FOR DIMENSIONS & NOTES. SEE ALSO DOOR/ RELITE SCHEDULE AND FINISH SCHEDULE FOR ADDITIONAL INFORMATION. 12. REFER TO LANDSCAPE AND CIVIL PLANS FOR INFORMATION OUTSIDE THE BUILDING, INCLUDING WALKS, DRIVES, CURBS, ETC. 13. FINISH FLOORING TO EXTEND TO WALLS BELOW ALL CASEWORK NOT PERMANENTLY ATTACHED TO THE FLOOR UNLESS NOTED OTHERWISE. 14. PROVIDE SOLID BLOCKING AT ALL CASEWORK AT TOP AND BOTTOM OF UPPERS AND AT TOP OF COUNTERS AND LOWER CABINETS. ALSO PROVIDE BLOCKING IN WALLS FOR WALL MOUNTED/ SUPPORTED ITEMS INCLUDING TV BRACKETS, SHELVES, MARKER BOARDS, ETC. NEW 3 -COMPARTMENT SINK HAND WASHING SINK PROVIDE ABUSE RESISTANT GYP BD ON HALLWAY SIDE OF WALL, TYP 9 N 0 �o N c B 0 M N \Aj LOBBY (100 HALLWAY H10 ) RAMP @ 1:12 A4.02 MB8x5 NOTE: THIS ROOM WILL ALSO BE - USED AS THE SCHOOL HEALTH ROOM/ NURSE'S OFFICE AS NEEDED. MODULAR RECEPTION DESK (E) RELITE CLASSROOM 105 3 744 SF CLASSROOM 744 SF CLASSROOM 107 3 740 SF OPP CONFERENCE (101B) 758 SF INF LL FORMER DOOR OPENING WITH GWB ON METAL STUDS; ALIGN WITH ADJACENT. SIMA /3D\\� 3A> SIM • • • • • • 0 • • • • • 0 • • ADDITIVE ALTERNATE #2: INSTALL NEW CARPET AND RUBBER BASE /, // / THROUGHOUT LOBBY' i / • / /// / // // // r / / / // INSTALL INTERIOR WALL FURRING AND GWB TO ALIGN W/ (E) ADJACENT WORK SHOWN INSIDE DASHED LINE TO BE • PRICED AS ADDITIVE a ALTERNATE #1 •• • • • • • • • • • • • • • • 0 • • • • • 0 • 22'-3 1/2" WINDOW, TYP; SEE EXT ELEVATIONS UP eN LEVEL 1 - FLOOR PLAN Scale: 1/8" = Scale: 1 /8" = 2/7/201810:16:12 AM D:\_Revit\ImpactPS-Arch_ajain.rvt Lug w cc cc LJ- Z� 0< Ua_ MB8x5 OFFICE (101A) 795 SF k 12'-0" INFILL FORMER DOOR OPENING WITH NEW EXTERIOR ASSEMBLY: CEMENT PLASTER OVER WRB OVER PLWD OVER WOOD STUDS WITH R-19 BATT INSULATION L r EXISTING RAMP EXISTING STAIR • 000000.0••0•••••••0•••0.0••••0•• • • 4 A\ A4.01 6 ?)36 (A) STEEL+ ALUMINUM LANDING FABRICATION ALUMINUM RAMP AND GUARDRAIL FABRICATION A4.01 REVIEWED FOR CODE COMPLIANCE APPROVE FEB 1 5 Z1310 City of Tukwila RECEIVED CITY OF TUKWILA FEB 12 2010 PERMIT CENTER © 2017 NAC inc REVISIONS 1 PERMIT 2/7/18 REVISIONS F_ I_ 2 2 co W D L%) 8031 REGISTERED ARCHITECT IIE P RIEDEL STATE PHOF WASHINGTON 4 2_11i rib WASHINGTON CHARTER SCHOOL DEVELOPMENT V co rn immmal momE ,(17.) 2 m ,r NAC ARCH ITECTURE nacarchitecture.com 2025 FIRST AVE 1 SUITE 300 SEATTLE WA 98121 P:206.441.4522 NAC NO DRAWN CHECKED DATE 1/30/18 121-17025 AWS LEVEL 1 - FLOOR PLAN A3.11; (13 0 0 CD 0 N 0 io 9 Co N <B> ` `A% 9 M N 8'-0" 1.2 22'-6" 30'-0" 27'-6" 4 A4.02 27'-6" 5 27'-6" 6 28'-0" 7 MECHANICAL SPACE CLASSROOM LID BELOW A4.02 \ OPEN TO LOBBY ,BELOW i \ LEVEL 2 - FLOOR PLAN N Scale: 1/8" = 1-0" 2/7/2018 10:16:13 AM D:\_Revit\ImpactPS-Arch_ajain.rvt 1.2 2 3 4 A4.01 6 ( I:4 ) (e) A4.01 REVIEVVED FOR CODE COMPLIANCE APPROVED FEB15 Za1Q City of Tukwila ■ 1 (") RECEIVED CITY OF TUKWILA FEB 12 2018 PERMIT CENTER © 2017 NAC inc REVISIONS 8031 REGISTERED ARCHITECT PHILIP RIEDEL STATE OF WASHINGTON Z/q'lt WASHINGTON CHARTER SCHOOL DEVELOPMENT IMPACT PUBLIC SCHOOL 3438 SOUTH 148TH STREET, TUKWILA, WA, 98168 NAC ARCH ITECTURE nacarchitecture.com 2025 FIRST AVE 1 SUITE 300 SEATTLE WA 98121 P:206.441.4522 NAC NO DRAWN CHECKED DATE 121-17025 Awl 1/30/18 LEVEL 2 - FLOOR PLAN A3.12 i0 0 0 zip 0 Co (D) (B) 0 i0 0 Co N (A) A4.02 n 1.2 2 3 8'-0" 22'-6" 30'-0" 27'-6" A4.02 4 27'-6" 5 2T-6" 6 28'-0" 7 liPrepv- r :, lir rem Ade- ii711PrAngralffirAniirsainfiEr pm, ff.emummtamumumnrAmmor warAprorradirati riffarAmidormirAri m��� rrrr� I.Q.A.- IrriA WINIWANINIVAINIPS rAgrAvArd Lar I A# A .I/ Fr-0:r�� A !•i^ J,'7 r Jh w IalisrAmes Amposormoommagemonemmr 1181111112.1119111, .11.11111111, NEW ROOFTOP HVAC UNITS PER MECH (E) SKYLIGHTS, TYP EXISTING TO REMAIN - NO WOR (E) SKYLIGHT, TYP A4.03 04,4 LEVEL 3 - FLOOR PLAN 2/7/2018 10:16:14 AM D:\_Revit\ImpactPS-Arch_ajain.rvt Scale: 1 /8" = 1'-0" Scale: 1 /8" = 1'-0" All 4 A4.01 6 (A36 B> A4.01 EVIEWED FOR CIDE COMPLIANCE APPROVED FEB 15 2018 City of Tukwila BUILDING-D A) RECEIVED RECEIVED CITY OF TUICWILA FEB 12 2018 PERMIT CENTER © 2017 NAC inc REVISIONS 8031 I REGISTERED ARCHITECT PHILIP RIEDEL STATE OF WASHINGTON WASHINGTON CHARTER SCHOOL DEVELOPMENT IMPACT PUBLIC SCHOOL 3438 SOUTH 148TH STREET, TUKWILA, WA, 98168 NAC ARCH ITECTURE nacarchitecture.com 2025 FIRST AVE 1 SUITE 300 SEATTLE WA 98121 P:206.441.4522 NAC NO 121-17025 DRAWN AWJ CHECKED DATE 1/30/18 LEVEL 3 - FLOOR PLAN A3.13 NEW PAINT AT RECESSED WALL SURFACE, TYP 1.2 4 EXISTING FRAMED WALL W/ EXTERIOR INSULATION AND FINISH SYSTEM EAST ELEVATION 1 Scale: 1/8" = 1 -0 A ]IMPACT PUGETSOO D ELEMENT RY EXISTING PAINTED PRECAST CONCRETE PANELS (IN) EXISTING ALUMINUM WINDOWS, TYP 12'-8" (OUT) (OUT) W1 10'-4" (IN) W1 NEW PRINTED INSERT OR VINYL OVERLAY FOR EXISTING SIGN PANEL NEW PAINT AT EXISTING ENTRY AWNING NEW 24"X18" ALUMINL,M LOUVER, TYP; TEXT INDICATES FUN TION: (OUT) = EXHAUST; (IN = INTAKE NEW ALUMINUM WINDOW, TYP (IN) 10 -0" (OUT) W2 W2 (OUT) 10'-2" / (IN) W1 EXISTING GRADE \ (IN) W1 WEST STAIR PARAPET 150'-6" PAINTED WALL GRAPHIC; DESIGN TBD; TYP NEW PAINT AT RECESSED WALL SURFACE, TYP HIGH PARAPET 141'-6" LOW PARAPET NEW FRAMED WALL INFILL AT FORMER DOOR OPENING; CEMENT PLASTER FINISH; PAINT TO MATCH ADJACENT 130'-0" LEVEL 3 126'-0" LEVEL 2 113'-0" LEVEL 1 100'-0" 0 PARKING LOBBY B NEW PAINT AT ENTRY CANOPY EXISTING ALUMINUM WINDOWS, TYP G (OUT) EXISTING PAINTED PRECAST CONCRETE PANELS NEW 24"x18" ALUMINUM LOUVER, TYP; TEXT INDICATES FUNCTION: (OUT) = EXHAUST; (IN) = INTAKE NEW ALUMINUM STOREFRONT DOOR (OUT) (,) NORTH ELEVATION Scale: 1/8" = 1-0" 2/7/2018 10:16:16 AM D:\_Revit\ImpactPS-Arch_ajain.rvt NEW ALUMINUM RAMP AND GUARDRAIL FABRICATION NEW PAINT AT RECESSED WALL SURFACE, TYP WEST STAIR PARAPET 150'-6" HIGH PARAPET di 141'-6" LOW PARAPET 130'-0" LEVEL 3 oii 126'-0" LEVEL 2 di 113'-0" LEVEL 1 100'-0" EXISTING GRADE PARKING LOBBY di 91'-0" 91'-0" EXTERIOR FINISH GENERAL NOTES 1. PAINT TOUCH-UP AT AREAS OF WORK TO MATCH EXISTING. NEW ALUMINUM WINDOW IN FORMER DOOR OPENING 3 NORTH ELEVATION AT ENTRY Scale: 1 /8 = 1 -0 11 ALUMINUM BRAKE SHAPE AT NEW FRAMED SILL LEVEL 1 100'-0" c� G cia�a..:.nwt.vtY:+Y.f,L+TatTSYri REVIEWED FOR.__. CODE COMPLIANCE APPROVED FEB 1.5 Zfl1a CI ° ofTukwiia RECEIVED CITY OF TUKWILA FEB 12 2018 PERMIT CENTER © 2017 NAC inc REVISIONS 8031 REGISTERED ARCHITECT PHI • RIEDEL STATE OF WASHINGTON WASHINGTON CHARTER SCHOOL DEVELOPMENT IMPACT PUBLIC SCHOOL 3438 SOUTH 148TH STREET, TUKWILA, WA, 98168 NAC ARCH ITECTURE nacarchitecture.com 2025 FIRST AVE 1 SUITE 300 SEATTLE WA 98121 P:206.441.4522 NAC NO DRAWN CHECKED DATE 121-17025 AWS PR 1/30/18 EXTERIOR ELEVATIONS A4.01 6 4 (IN) (IN) 10'-2" (OUT) (OUT) 10 -0" (IN) EXISTING PAINTED PRECAST CONCRETE PANELS NEW 24"x18" ALUMINUM LOiJVER, TYP; TEXT INDICATES FUNCTION: (OUT) = EXHAUST; (IN) = INTAKE /NEW ALUMINUM WINDOW, TYP (IN) 10'-4" (OUT) (OUT) 12'-8" (IN) EXISTING ALUMINUM WINDOWS, TYP 3 WEST ELEVATION Scale: 1/8" = 11-0" W1 W1 W2 NEW FRAMED WALL INFILL AT FORMER DOOR OPENING; CEMENT PLASTER FINISH; PAINT TO MATCH ADJACENT W2 W1 W1 NEW PAINT AT RECESSED WALL SURFACE, TYP EXISTING GRADE WEST STAIR PARAPET di 150'-6" HIGH PARAPET 141'-6" LOW PARAPET $ 130'-0" LEVEL 3 126'-0" LEVEL 2 di 113'-0" LEVEL 1 100'-0" PARKING LOBBY 66 91'-0" NEW 24" CUT METAL ADDRESS NUMBERS 8 A (E) FRAMED WALL NEW WALL MOUNT SIGN L J / EIFS WEST STAIR PARAPET 150'-6" HIGH PARAPET 141 '-6" LOW PARAPET 130'-0" EXISTING ALUMINUM WINDOWS EXISTING PAINTED PRECAST CONCRETE PANELS I 1 I W1 1 W1 LEVEL 3 126'-0" LEVEL 2 di 113'-0" NEW PAINT AT RECESSED WALL SURFACE, TYP SOUTH ELEVATION EXISTING GRADE LEVEL 1 di 100'-0" PARKING LOBB 91'-0" Scale: 1/8" = 1-0" 2/7/2018 10:16:17 AM D:\_Revit\ImpactPS-Arch ajain.rvt REVIEWED FOR CODE COMPLIANCE APPROVED FEB 15 2016 City of Tukwila RECEIVED CITY OF TUKWILA FEB 12 2016 PERMIT CENTER © 2017 NAC inc REVISIONS J 2 m W D Ia. v) 8031 REGISTERED ARCHITECT PHILIP RIEDEL STATE OF WASHINGTON WASHINGTON CHARTER SCHOOL DEVELOPMENT IMPACT PUBLIC SCHOOL 3438 SOUTH 148TH STREET, TUKWILA, WA, 98168 NAC ARCH ITECTURE nacarchitecture.com 2025 FIRST AVE 1 SUITE 300 SEATTLE WA 98121 P:206.441.4522 NAC NO 121-17025 DRAWN AWJ CHECKED DATE 1/30/18 EXTERIOR ELEVATIONS A4.02 2/7/2018 10:16:18 AM D:\_Revit\ImpactPS-Arch_ajain.rvt OFFICE C 301 4 STORAGE (201A3 MECH ACCESS (209A i • • 'EMELT 6 T i NEW INTERIOR WALLS: GYP BD ON 3 5/8" METAL STUDS WITH ACOUSTIC BATT INSULATION, TYP ♦♦ .: ::o.: :. z .7.:711.V.7, TYP MECHANICAL 64Faiadid/141.111fr ,t.tt;.:: 1 1' /7 ..:.- .:..❖r. 1t :: a,/� a ee....p.:;t.:t.f:,1'.►. : �.���� AI .::,fir... .. 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Mt ir CONFERENCE (1018) LOBBY ( 100 EJ CLASSROOM 103 CLASSROOM 104 3 CLASSROOM ( 105.3 CLASSROOM 106 CLASSROOM (107) WEST STAIR PARAPET di 150'-6" HIGH PARAPET di 141'-6" LOW PARAPET di 130'-0" LEVEL 3 di 126'-0" EXISTING CATWALK SYSTEM AND SUPPORT STRUCTURE TO REMAIN II 4111 1-r STUDENT DROP-OFF/ PICK-UP E0-1 r- I 11 I III III NORTH -SOUTH BUILDING SECTION Scale: 1/8" = II III III 11 11I - III III II III III I III III III 111111111T III III III II LEVEL 2 di 113'-0" 'HARD LID CEILING': GYPSUM BD ON METAL JOISTS SPANNING BETWEEN CLASSROOM WALLS, TYP SUSPENDED ACOUSTIC PANEL CEILING (APC), TYP LEVEL 1 di 100'-0" 4 „ " ' PARKING LOBBY 11 ' -91'-0" ��� ELEVATOR PIT L{.I ' ' III III III I D B HIGH PARAPET di 141'-6" NEW INTERIOR WALLS: GYP BD ON 3 5/8" METAL STUDS WITH ACOUSTIC BATT INSULATION, TYP LOW PARAPET di 130'-0" LEVEL 3 di 126'-0" EXISTING CATWALK SYSTEM AND SUPPORT STRUCTURE TO REMAIN MECHANICAL CLASSROOM C110� HALLWAY ( H10 CLASSROOM 105 ) R-38 BATT INSULATION, TYP LEVEL 2 di 113'-0" 'HARD LID CEILING': 1/2" GYPSUM BD ON METAL JOISTS SPANNING BETWEEN CLASSROOM WALLS SUSPENDED ACOUSTIC PANEL CEILING (APC), TYP LEVEL 1 100'-0" STUDENT DROP-OFF/ PICK-UP B01 IA' 11 EAST - WEST BUILDING SECTION 14771 .14 PARKING LOBBY 91'-0" .1147.74 ELEVATOR PIT di 87'-0" Scale: 1/8" = 1-0" 'I- OW) REVIEWED FOR CODE COMPLIANCE APPROVED FEB 152018 City of Tukwila RECEIVED CITY OF TUKWILA FEB 12 2018 PERMIT CENTER NOTE: SEE SHEET A4.01 FOR GENERAL EXTERIOR ELEVATION NOTES, MATERIALS LEGEND & GLAZING LEGEND © 2017 NAC inc REVISIONS 1 PERMIT 2/7/18 REVISIONS F- I - 2 2 m W D 8031 REGISTERED ARCHITECT 4111. PH RIEDEL STATE OF WASHINGTON WASHINGTON CHARTER SCHOOL DEVELOPMENT IMPACT PUBLIC SCHOOL 3438 SOUTH 148TH STREET, TUKWILA, WA, 98168 Nnc ARCH ITECTURE nacarchitecture.com 2025 FIRST AVE 1 SUITE 300 SEATTLE WA 98121 P:206.441.4522 NAC NO 121-17025 DRAWN AWJ CHECKED DATE 1/30/18 BUILDING SECTIONS A4.03 2/8/2018 10:52:55 AM D:\ Revit\ImpactPS-Arch aJaln.rvt FACE OF (E) CONC WALL ALUMINUM BREAKSHAPE SILL WITH END DAMS WINDOW UNIT PER SCHEDULE SEALANT & BACKER ROD, TYP; SEALANT COLOR TO MATCH WINDOW FRAME WINDOW SILL: PLAM ON 3/4" PLYWD; TYP UNO FINISH FLOORING RAISED FLOOR FRAMING SELF ADHERED FLEXIBLE FLASHING WINDOW SILL @ FORMER DOOR OPENING \ 4 Scale: 3" = 1'-0" POD WINDOW HEAD @ EXIST CONC WALL 1 / Scale: 3" = 1'-0" (E) EXTERIOR WALL ASSEMBLY (SHADED AREA) LIGHT GAGE METAL HEADER FRAMING PACK BATT INSULATION IN GAP BETWEEN CONC WALL AND INTERIOR FRAMING SEALANT & BACKER ROD, TYP; SEALANT COLOR TO MATCH WINDOW FRAME WINDOW UNIT PER SCHEDULE EXTERIOR WINDOW JAMB @ EXIST CONC WALL 2 Scale: 3" =1'-0" PLAM SILL BELOW GYP BD RETURN AT JAMB, TYP LIGHT GAGE METAL JAMB FRAMING AT NEW OPENING, TYP (E) INTERIOR METAL STUD FRAMING AND BATT INSULATION (E) PRECAST CONC WALL WINDOW UNIT PER SCHEDULE BACKER ROD & SEALANT BOTH SIDES OF WINDOW, COLOR TO MATCH FRAME REVILIAED rOG CODE COMPLIANCE APPROVED FEB 1.5 2018 Citi of Tukwila WINDOW UNIT PER SCHEDULE SEALANT & BACKER ROD, TYP; SEALANT COLOR TO MATCH WINDOW FRAME PREFIN METAL SILL FLASHING WITH END DAMS WINDOW SILL: PLAM ON 3/4" PLYWD; TYP UNO / WINDOW SILL @ EXIST CONC WALL 3 Scale: 3" = )-3(0 (E) EXTERIOR WALL ASSEMBLY (SHADED AREA) RECEIVED CITY OF TUKWILA FEB 12 2018 PERMIT CENTER © 2017 NAC Inc REVISIONS J �E 2 ce W aoal REGISTERED ARCHITECT PHILIP RIEDEL STATE OF WASHINGTON WASHINGTON CHARTER SCHOOL DEVELOPMENT IMPACT PUBLIC SCHOOL 3438 SOUTH 148TH STREET, TUKWILA, WA, 98168 NAC ARCHITECTURE nacarchitecture.com 2025 FIRST AVE 1 SUITE 300 SEATTLE WA 98121 P:206.441.4522 NAC No 121-17025 DRAWN AWJ CHECKED DATE 1/30/18 EXTERIOR DETAILS A5.10 4.PER 111111111111111111111 111111111111111111E RCP (5) CEILING DETAIL LLI1111111 0 0 0 CEILING JOISTS PER STRUCTURAL 1/2" GYP BD SOUND BATT INSULATION 5/8" GYP BD 111111111111111111111111111111111 PER RCP WALL ASSEMBLY PER PLAN ACOUSTICAL CLG PANEL Scale: 3" = 1'-0" NEW FLOORING PER FINISH SCHEDULE NEW 1/2" PLYWOOD SHEATHING; PANEL JOINTS TO LAND ON FRAMING MEMBERS, TYP NEW 2X6 WOOD FRAMING AT 16" OC, TYP; PROVIDE INTERMEDIATE BLOCKING AT 8' OC. 00 Z Z o g 9 r 0 cn I -O W /// 7// ° ;a d, ; • d d d• ° . '4 ." • 1 d • °• " 4a 9 ER 6 FLOOR DETAIL Scale: 1 1/2" =1 -0 2/8/2018 10:52:56 AM D:\ Revit\ImpactPS-Arch ajaln.rvt NEW 1/2" PLYWOOD SHEATHING; PANEL JOINTS TO LAND ON FRAMING MEMBERS, TYP NEW TAPERED 2X6 WOOD FRAMING AT 16" OC, TYP cmc, DOOR OR RELITE AS SCHEDULED THICKNESS OF WALL INCLUDING SHEATHING SEE FLOOR PLANS FOR WALL TYPES AND RELATED CONSTRUCTION DETAILS, TYP HM FRAME GLAZING STOP, APPLY TO HALLWAY SIDE OF FRAME WHERE OCCURS LAMINATED GLASS @ ACOUSTIC LOCATIONS TYP HM INT DOOR/RELITE JAMB Scale: 3" = 1-0" 1/2" 11111 111 (2) 1/2" 1 SEE FLOOR PLANS FOR WALL TYPES AND RELATED CONSTRUCTION DETAILS, TYP MTL FRAMED HEADER PER STRUCT ACOUSTIC CEILING PER PLAN 1 11 11 1 11 1 CLG HT PER. RCP HM FRAME LAMINATED GLASS @ ACOUSTICAL GLAZING HM INT RELITE HEAD @ ACOUSTIC CEILING Scale: 3" = 1'-0" GLAZING PER SCHEDULE HM FRAME DOOR AS SCHEDULED TYP HM INT DOOR HEAD A TRANSOM Scale: 3" = HM INT RELITE SILL REVIEWED FOR ' tODE COMPLIANCE APPROVED FEB 1 a 2018 ©Tuw LAMINATED GLASS @ ACOUSTICAL GLAZING HM FRAME RECEIVED CITY OF TUKWILA FEB 12 2018 !PERMIT CENTER Scale: 3" = 1 © 2017 NAC inc REVISIONS 1 PERMIT 2/7/18 REVISIONS 8031 REGISTERED ARCHITECT PHILIP RIEDEL STATE OF WASHINGTON 2/a iS WASHINGTON CHARTER SCHOOL DEVELOPMENT kJ co IA L r � � T I'— ium c1 -70 v 0 03 NAC ARCH ITECTURE nacarchitecture.com 2025 FIRST AVE 1 SUITE 300 SEATTLE WA 98121 P:206.441.4522 NAC NO 121-17025 DRAWN AWJ CHECKED DATE 1/30/18 INTERIOR DETAILS A5.20 FIELD VERIFY LEVEL 2 6, 113' - 0" HALLWAY NEW BUILT-UP LANDING & RAMP PER PLAN EXISTING CONC BEAM ALUMINUM LANDING AND GUARDRAIL ASSEMBLY BY RAMP MFR LEVEL 1 di 100'-0" STL POST AND BEAMS PER STRUCTURAL; PT BASE PLATE PER STRUCT (E) CONC RETAINING WALL STUDENT DROP-OFF/ PICK-UP PARKING LOBBY 91'-0" 2 SECTION AT NEW EXTERIOR LANDING Scale: 1/2" = 1-0" / 0 y / 2/7/2018 10:16:20 AM D:\_Revit\ImpactPS-Arch_a]ain.rvt RAMP SECTION PRE-ENGINEERED ALUMINUM RAMP AND GUARDRAIL FABRICATION LANDING SUPPORT POST PER STRUCTURAL MOUNTED ON EXISTING CONC WALL; PAINT FINISH PER SPEC GARAGE ENTRY PARKING LOBBY 91'-0" ALUMINUM GUARDRAIL FABRICATION BY RAMP MANUFACTURER LEVEL 1 di 100'-0" STL LANDING SUPPORT BEAM AND POSTS PER STRUCTURAL; PAINT FINISH PER SPEC PARKING LOBBY 91'-0" ELEVATOR PIT dk 87' - 0" Scale: 1/4" = 1-0" N 9 0 co 54" 5'-2" MIN CLR DN RAMP: 1:12 MAX SLOPE OPERATING CLEARANCE AT DOORWAY PER ANSI A117.1 NOTE: CONTRACTOR TO FIELD VERIFY ELEVATION OF EXISTING GRADE AT BASE OF RAMP AND ADJUST RAMP SLOPE AND/OR LAYOUT AS NECESSARY; 1:12 MAX SLOPE (D) RAMP: 1:12 MAX SLOPE 0 0 z z 4'-0" 1'-0" / 4'-0" CLR BTWN STRINGERS, TYP ENLARGED RAMP PLAN 1/4" = 1-0" / RAMP: 1:12 MAX SLOPE 4'-0" / 0 in 0 z z 0 0 co REVIEWED FOR CODE COMPLIANCE APPROVED FEB 152010 City of Tukwila BU.ILDINGIt HANDRAIL EXTENSION, TYP RECEIVED CITY OF TUKWILA FEB 122018 PERMIT CENTER © 2017 NAC inc REVISIONS 1 PERMIT REVISIONS 2/7/18 J F-- E cc m W D d. v) 8031 REGISTERED ARCHITECT PHILIP RIEDEL STATE OF WASHINGTON 9-Jq 1b WASHINGTON CHARTER SCHOOL DEVELOPMENT ARCH ITECTURE nacarchitecture.com 2025 FIRST AVE 1 SUITE 300 SEATTLE WA 98121 P:206.441.4522 NAC NO DRAWN CHECKED DATE 121-17025 AWJ 1/30/18 VERTICAL CIRCULATION A6.01 • • OPEN TO HALLWAY / • / 100 NORTH 1 Scale: 1/4" = 1'-0" NEW RUBBER BASE ENTIRE LENGTH OF WALL / \ • • • +++ ++++++++ + +++ 4. + ++ + ++++++ + ++ + ++ +++++++++++ + + + + + +++++++ ++++ ++ + +++ ++ ++ + +++ + + + + + + + + + + + + + 4- + + + + + + + +++ + + + + +++ + + + + +++ + 4- + + + + + i + + + + + + + + + + + + + + 4- + + + + t + + + + + + + + + + i + + + + + + + + + + + + + + + + + + + + + + + + r + + + + + + + + + + ++++++++++++++++++++++++++++++++ + +++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + • \ \ \ • \ \ • • 2 100 EAST Scale: 1/4" = 1-0" • • • • • \ • • A 11 i i II / 11 / 111 I I • • • • • • \ / / / • / / / / • • • • • +++OWC+s. • +++ ++++++++ + + + + + r + + + 4- + + + 4- + • • • • • • \ \ • • • • • \ / • \ •• • 100 SOUTH EXISTING ROLL -UP DOOR NEW RUBBER BASE ENTIRE LENGTH OF WALL Scale: 1/4" = 1-0" 2/7/2018 10:16:22 AM D:\_Revit\ImpactPS-Arch ajain.rvt (E) RAISED TRIM 9 KITCHEN EQUIPMENT DESCRIPTION MANUFACTURER MODEL # RETHERMALIZATION OVEN FWE (FOOD WARMING EQUIPMENT CO) RH-18 REFRIGERATOR BEVERAGE AIR HBR49-1 MILK COOLER BEVERAGE AIR HBR23-1 SANITARY WALLCOVERING (FIBER REINFORCED PLASTIC) WALL HUNG SHELVING SSTL WORK COUNTER HANDWASHING SINK WITH SPLASH GUARD SERVERY 100A - EAST Scale: 1/4" = 1-0" 0 (E) PAINTED STL COLUMN SANITARY WALLCOVERING SHEET VINYL COVE BASE SERVERY 100A - NORTH Scale: 1/4" = 1'-0" SSTL 3 -COMPARTMENT SINK W/ DRAIN BOARD CABINET REFRIGERATOR COOLER COMPARTMENT SIZE: 18" W x 24" D x 18" H RETHERM REACH -IN MILK SERVERY 100A - SOUTH Scale: 1/4" = 1-0" (E) ROLLUP DOOR NOTE: HEALTH DEPARTMENT INSPECTION OF SERVERY WILL BE REQUIRED BEFORE OCCUPANCY. /4� 100 WEST �___ Scale: 1/4" = 1-0"ort) NEW DRINKING FOUNTAIN EWED FOR dOMPLIANCE PROVED 1 5 2018 Of Tukwila 17,00140111 RECEIVED OF TUKWILA FEB 12 2018 RMIT CENTER © 2017 NAC inc REVISIONS F- 2 c LU D 8031 REGISTERED ARCHITECT a PHILIP RIEDEL STATE OF WASHINGTON WASHINGTON CHARTER SCHOOL DEVELOPMENT IMPACT PUBLIC SCHOOL 3438 SOUTH 148TH STREET, TUKWILA, WA, 98168 NAC ARCH ITECTURE nacarchitecture.com 2025 FIRST AVE I SUITE 300 SEATTLE WA 98121 P:206.441.4522 NAC NO 121-17025 DRAWN AWJ CHECKED DATE 1/30/18 INTERIOR ELEVATIONS A7.03 •/ \ \ \ \ \ \ / / / / / / \ \ \ \ \ • `\ • \ \ \ 1 I iW ■I mammisml 1 s NEVI E 1 AP FEB City ItEM cm PE / Im1 I "W usimmiiiiii ' MI I/ / G / lii i / 'i ii I 1 ' " i / I�UI�11 1 1 ' •. Ai \ / / \ \ \ \ / / / L \ \ ' / \ \ , / \ / 1 \\ / \ / , ,/ \ / / \ \ \,./ / / \ \ \ (�I , / 6k - /4� 100 WEST �___ Scale: 1/4" = 1-0"ort) NEW DRINKING FOUNTAIN EWED FOR dOMPLIANCE PROVED 1 5 2018 Of Tukwila 17,00140111 RECEIVED OF TUKWILA FEB 12 2018 RMIT CENTER © 2017 NAC inc REVISIONS F- 2 c LU D 8031 REGISTERED ARCHITECT a PHILIP RIEDEL STATE OF WASHINGTON WASHINGTON CHARTER SCHOOL DEVELOPMENT IMPACT PUBLIC SCHOOL 3438 SOUTH 148TH STREET, TUKWILA, WA, 98168 NAC ARCH ITECTURE nacarchitecture.com 2025 FIRST AVE I SUITE 300 SEATTLE WA 98121 P:206.441.4522 NAC NO 121-17025 DRAWN AWJ CHECKED DATE 1/30/18 INTERIOR ELEVATIONS A7.03 CUT VINYL GRAPHIC APPLIED TO GLASS, TYP (EXACT DESIGN TBD) / EXIT + 4 + 4 + + +++ + 4 + 4 + + + ++++++ + + + + ++++ +++ + ++++++ ++++++ +++++++ + + + + + + + + + + + + + + + + + + + + + +++++++++++++ + + + + + + + + + + + + + + - \ \ \ + + + t + + + + + + 4- + + + + ++ + + + + + + + - + + + + + p+ + + + + + + + + ++ ++ 4+ ++ 4+ ++ ++ + + + + + + + + + + + \ + + + + + + t ++++++#+++++ + + + + ++++ / / / / / / / + + + + + + + h F + + } {+ ++ ++ ++ ++ ++ ++ \\++}a`\ \\ \ / / 6 \ // \ ::7, / / / / OF / O+ \ \ + 4 + + + + + + + + + ++ ++ PAINT + + + r+ 4. + + } } + } 4 + + + r + + - ++ ++ .i. + + + i + + + }+ + + + + r + r PAINT ++ + 4- + + + + + + + + + + + + + + + + + 4 + + + + + + + + ++ { 4 f + r + + + + + + + + + + + + + ++ + L + + +++ + + + + - +. + +. + + + PAINT + + + #+ + + + + + + + 1+++4 4 + + + + } + 4 + ++ + + + + + + + + + ++ PAINT + + + + +++ + + + t + ++ 4 + + + + + + + + + + + +5 + + + + + + +++ +a + + + + Ft + + ++ F } + + + 4 + + + ++++++PAINT + + + t+++0+++ + t + + + + + + 4- + + + ++ + + + + + + PAINT i / / / > / / / / / / / / \ \/ \ \ / / / / FEC+++ + }++ t - + + + + + ++++++y++t 4+ + 4 4 + + + + + + �A H10 WEST .> Scale: 1/4" = 1'-0" CWC 53 CWC 5.3 4" RUBBER BASE, TYP CWC 5.3 CWC 5.3 CWC 5.3 VINYL DECAL ON GLASS, TYP; DESIGN TBD CWC 5.3 H10 EAST CWC 5.3 CWC 5.3 �— 4" RUBBER BASE,TYP CWC 5.3 CWC 5.3 Scale: 1/4" = 1-0" r A� 104 NORTH Scale: 1/4" = 1'-0" 4A 4" RUBBER BASE, TYP 103 SOUTH r MB4x5 MB8x5 MB4x5 PAINT WALL INFILL AT FORMER DOOR OPENING, TYP T Scale: 1/4" = 1-0" 2/7/2018 10:16:26 AM D:\ Revit\ImpactPS-Arch ajain.rvt 3B PLAM WINDOW SILL PER 3/A5.10 PAINT 104 EAST Scale: 1/4" = 1'-0" 4" RUBBER BASE, TYP GWB AND METAL FRAMING AROUND (E) STL COLUMN PLAM WINDOW SILL PER 3/A5.10 r 3 & 104 SOUTH / Scale: 1/4" = 1'-0" 105 EAST \4'72 Scale: 1/4" = 4" RUBBER BASE CURTAIN & TRACK EXIT + 4 + 4 + + +++ + 4 + 4 + + + ++++++ + + + + ++++ +++ + ++++++ ++++++ +++++++ + + + + + + + + + + + + + + + + + + + + + +++++++++++++ + + + + + + + + + + + + + + \ \ \ + + + + + + + - + + + + + p+ ++ + + + + + + + + + + + \ ++++ / / / / / / / / / 6 // /// / / O+ +:�+::++. { + + + + + ++ + + - + + 4 + i + .,. + + + + + - + + 4 4 ++ ++ - + + + - + + + + PAINT + + +++++ + 4 + ++ 44. + + + + + + + + + + ++ + L + + +++ + + + + - +. + +. + + + PAINT + + + #+ + + + + + + + 1+++4 4 + + + + } + 4 + + ++ + } } + + + + t++ + + + + + PAINT } ++ - + �+ + + 4 + + + - +++ +{ + }+} } .+ + + 4 + + + + PAINT + + + 4 + {+++ + }4 + 4 + + + 44 1- +4. } + \ \ \ \ \ \ \ \ \ \ \ - \ \ \ \ \ / / / / / \ \ \ \ \ FEC+ ++++++y++t 4+ + 4 4 + + + + + + CWC 5.3 H10 EAST CWC 5.3 CWC 5.3 �— 4" RUBBER BASE,TYP CWC 5.3 CWC 5.3 Scale: 1/4" = 1-0" r A� 104 NORTH Scale: 1/4" = 1'-0" 4A 4" RUBBER BASE, TYP 103 SOUTH r MB4x5 MB8x5 MB4x5 PAINT WALL INFILL AT FORMER DOOR OPENING, TYP T Scale: 1/4" = 1-0" 2/7/2018 10:16:26 AM D:\ Revit\ImpactPS-Arch ajain.rvt 3B PLAM WINDOW SILL PER 3/A5.10 PAINT 104 EAST Scale: 1/4" = 1'-0" 4" RUBBER BASE, TYP GWB AND METAL FRAMING AROUND (E) STL COLUMN PLAM WINDOW SILL PER 3/A5.10 r 3 & 104 SOUTH / Scale: 1/4" = 1'-0" 105 EAST \4'72 Scale: 1/4" = 4" RUBBER BASE CURTAIN & TRACK H10 NORTH 1 Scale: 1/4" = 1'-0" CWC 5.3 EXIT 0"++++++ 1:4 + 4 + 4 + + +++ + 4 + 4 + + + ++++++ + + + + ++++ +++ + ++++++ ++++++ +++++++ + + + + + + + + + + + + + + + + + + + + + +++++++++++++ + + + + + + + + + + + + + + +++ + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ \ \ p+ / / / / / / / \ / / / / / / / H10 NORTH 1 Scale: 1/4" = 1'-0" CWC 5.3 3D 14" DEEP CUBBY, TYP (PLASTIC LAMINATE OVER MDF); PROVIDE (2) HOOKS PER CUBBY; (28) CUBBIES PER CLASSROOM, TYP 104 WEST Scale: 1/4" = 1'-0" n REVIEWED FOR CODE COMPLIANCE APPROVED FEB 15 R City of Tukwila BU1LDIEich—DM SU RECEIVED CITY OF TUKWILA FEB 12 2818 PERMIT CENTER O 2017 NAC inc REVISIONS m W D 8031 REGISTERED ARCHITECT PHILIP RIEDEL STATE OF WASHINGTON -219)1t7 WASHINGTON CHARTER SCHOOL DEVELOPMENT IMPACT PUBLIC SCHOOL 3438 SOUTH 148TH STREET, TUKWILA, WA, 98168 NAC ARCH ITECTURE nacarchitecture.com 2025 FIRST AVE 1 SUITE 300 SEATTLE WA 98121 P:206.441.4522 NAC NO DRAWN CHECKED DATE 1/30/18 121-17025 AWS INTERIOR ELEVATIONS A7.04 0"++++++ 1:4 + 4 + 4 + + +++ + 4 + 4 + + + ++++++ + + + + ++++ +++ + ++++++ ++++++ +++++++ + + + + + + + + + + + + + + + + + + + + + +++++++++++++ + + + + + + + + + + + + + + +++ + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ \ \ p+ / / / / / / / 3D 14" DEEP CUBBY, TYP (PLASTIC LAMINATE OVER MDF); PROVIDE (2) HOOKS PER CUBBY; (28) CUBBIES PER CLASSROOM, TYP 104 WEST Scale: 1/4" = 1'-0" n REVIEWED FOR CODE COMPLIANCE APPROVED FEB 15 R City of Tukwila BU1LDIEich—DM SU RECEIVED CITY OF TUKWILA FEB 12 2818 PERMIT CENTER O 2017 NAC inc REVISIONS m W D 8031 REGISTERED ARCHITECT PHILIP RIEDEL STATE OF WASHINGTON -219)1t7 WASHINGTON CHARTER SCHOOL DEVELOPMENT IMPACT PUBLIC SCHOOL 3438 SOUTH 148TH STREET, TUKWILA, WA, 98168 NAC ARCH ITECTURE nacarchitecture.com 2025 FIRST AVE 1 SUITE 300 SEATTLE WA 98121 P:206.441.4522 NAC NO DRAWN CHECKED DATE 1/30/18 121-17025 AWS INTERIOR ELEVATIONS A7.04 (i) C D> EXISTING EXISTING EXISTING 1004 9%0" C-2 +0000.0000000000000000000000000000000000000000000 • • • 1 • • • Y L T • I • • • • • • • 1 1 1 • • • • • • • • 1 • • • • (B>•• WORK SHOWN INSIDE 11 DASHED LINE TO BE • PRICED AS ADDITIVE •• ALTERNATE #1 • • • • • • • • • • • • A 101 B 4-9' 0" C-1 • s • • • • • _••• REFLECTED CEILING PLAN - LEVEL 1 1b1A -$8'-10" C-1 n • 1 • • • • • • • • • • • • • • • • • m • • __J • 2 3 C-1 4 111 C-1 C 1 1 C-1 6 109 10 ' C-1 4 c 104 H10 9'-0" 0-1 0" Scale: 1/8" = 1'-0" GENERAL RCP NOTES 1. GENERALLY CENTER CEILING GRIDS IN EACH ROOM TO PROVIDE EQUALLY SIZED PANELS ON OPPOSITE WALLS. IF PLANS INDICATE A GRID ALIGNING WITH A COLUMN, WALL, SOFFIT, ETC, START GRID AT THE INDICATED SURFACE. AVOID PANELS LESS THAN 12" IN WIDTH. 2. SEE FINISH SCHEDULE FOR COLORS. 3. SEE DETAILS 2/G2.02 AND 5/02.02 FOR TYPICAL LATERAL BRACING OF SUSPENDED ACOUSTICAL PANELS. 4. ALL GYP BD CEILING AND SOFFITS TO BE PAINTED. 5. ALL EXPOSED STEEL FRAMING AND DECK AT CEILINGS TO BE PAINTED. 6. EXCEPT AT STORAGE, MECHANICAL AND ELECTRICAL UTILITY ROOMS, PAINT ALL EXPOSED DUCTWORK, PIPING AND CONDUITS. 7. SEE DETAILS 1/02.02 AND 6/02.02 FOR TYPICAL SUSPENDED CEILING AND SOFFIT EDGES AND CONNECTIONS. 8. CEILING HEIGHT TO BE MEASURED FROM FINISH FLOOR LEVEL OF THE ROOM OR THE AREA WHERE CEILING IS IN. CEILING HEIGHT ABOVE RAMP TO BE MEASURED FROM BOTTOM OF LOWEST LEVEL LANDING OF RAMP. 2/7/2018 10:16:27 AM D:\_Revit\ImpactPS-Arch_ajain.rvt 10. THERE SHALL BE NO PROJECTIONS FROM THE CEILING LOWER THAN SEVEN FEET FROM THE FINISHED FLOOR. 11. CEILINGS IN INSTRUCTIONAL AREAS SHALL HAVE A CLEAR VERTICAL DISTANCE OF EIGHT FEET FROM FINISHED FLOOR TO FINISHED CEILING. 12. LIGHT FIXTURES IN FOOD PREP AREAS MUST BE SHIELDED. CEILING TYPES C-1 2' x 4' SUSPENDED ACOUSTICAL PANEL CEILING C-2 2' x 4' SUSPENDED WASHABLE ACOUSTICAL PANEL CEILING C-3 FRAMED OR SUSPENDED 5/8" GYPSUM BOARD C 6 C-1 6 ( 107 9'-0 C-1 LEGEND 1 D) C B) (A) REVIE VED FOR CODE COMPLIANCE APPROVED FEB 15 MO City of Tukwila BUILDING -DIVAS RECEIVED CITY OF TUKWILA FEB 12 2018 PERMIT CENTER CEILING ACCESS PANEL, 18"X18" UNO. CEILING HEIGHT (HEIGHTS INDICATED ARE RELATIVE TO 100'-0" FLOOR LEVEL). PROJECTOR (POSITIONS SHOWN ARE APPROXIMATE. FINAL POSITION TO BE VERIFIED WITH OWNER). 0 x 7 LIGHT FIXTURES SUSPENDED LIGHT FIXTURES SUPPLY DIFFUSERS RETURN AIR REGISTER OR EXHAUST FAN ILLUMINATED EXIT SIGN SMOKE DETECTOR HEAT DETECTOR INTERCOM PAGING SPEAKER INFRARED DETECTOR SPEAKER FIRE PROTECTION SPRINKLER VIDEO CAMERA DAYLIGHT SENSOR OCCUPANCY SENSOR MOTION DETECTOR ALARM SIREN FIRE ALARM HORN FIRE ALARM STROBE © 2017 NAC inc REVISIONS 2 m W D v) 8031 REGISTERED ARCHITECT PHILIP RIEDEL STATE OF WASHINGTON Z-1 �► j �� WASHINGTON CHARTER SCHOOL DEVELOPMENT 3438 SOUTH 148TH STREET, TUKWILA, WA, 98168 NAC ARCH ITECTURE nacarchitecture.com 2025 FIRST AVE 1 SUITE 300 SEATTLE WA 98121 P:206.441.4522 NAC NO 121-17025 DRAWN AWJ CHECKED DATE 1/30/18 REFLECTED CEILING PLAN - LEVEL 1 A9.01 General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2015 EDITION). 2. DESIGN LOADING CRITERIA: ROOF ROOF LIVE LOAD 25 PSF SCHOOLS FLOOR LIVE LOAD (CLASSROOMS) 40 PSF FLOOR LIVE LOAD (LOBBIES AND FIRST—FLOOR CORRIDORS) 100 PSF FLOOR CONCENTRATED LOAD 1000 LBS MISCELLANEOUS LOADS PARTITION LOADING 15 PSF DEFLECTION CRITERIA LIVE LOAD DEFLECTION L/360 TOTAL LOAD DEFLECTION L/240 ENVIRONMENTAL LOADS SNOW Ce=1.0, Is=1.0, Ct=1. 1, Pg=25 PSF, Pf=20 PSF WIND . . . . . . . GCp i =0. 18, 110 MPH, RISK CATEGORY II, EXPOSURE "B" EARTHQUAKE . ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE LATERAL SYSTEM: TILT UP CONCRETE WALLS, SITE CLASS=D, Ss=149, Sds=99, S1=56, Sd1=56, Cs=0.31 SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION". 7. CONTRACTOR—INITIATED. CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND FIELD USE. QUALITY ASSURANCE 9. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTIONS 110 AND 1705 OF THE INTERNATIONAL BUILDING CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION IS REQUIRED UNLESS NOTED OTHERWISE. STRUCTURAL STEEL FABRICATION AND ERECTION PER AISC 360 EXPANSION BOLTS AND THREADED EXPANSION INSERTS PER MANUFACTURER EPDXY GROUTED INSTALLATIONS PER MANUFACTURER PERIODIC INSPECTION: INSPECTION SHALL BE PERFORMED AT INTERVALS NECESSARY TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH REQUIREMENTS. CONTINUOUS INSPECTION: INSPECTOR SHALL BE ONSITE AND OBSERVE THE WORK REQUIRING INSPECTION AT ALL TIMES THAT WORK IS PERFORMED. RENOVATION 10. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. 11. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER IF EXISTING CONDITIONS DETERMINED DURING WORK VARY FROM THE EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS. 12. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. A. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. CORNERS SHALL NOT BE OVERCUT. B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. C. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING. D. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, DRILL AND EPDXY DOWELS MATCHING THE NEW REINFORCING INTO THE EXISTING CONCRETE WITH 6" EMBED, UNLESS OTHERWISE NOTED ON PLANS. 13. CONTRACTOR SHALL CHECK FOR DRY ROT AT ALL AREAS OF NEW WORK. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. ANCHORAGE 1. EXPANSION BOLTS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE "KWIK BOLT TZ" AS MANUFACTURED BY THE HILTI CORP., INSTALLED IN STRICT ACCORDANCE WITH ICC—ES REPORT NO. ESR -1917, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH ICC REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. PERIODIC SPECIAL INSPECTION IS REQUIRED TO VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, ANCHOR LOCATION, TIGHTENING TORQUE, HOLE DIMENSIONS, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. 2. EPDXY—GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "HIT—HY 200" AS MANUFACTURED BY HILTI CORP. INSTALL IN STRICT ACCORDANCE WITH ICC—ES REPORT NO. ESR -3187. MINIMUM BASE MATERIAL TEMPERATURE IS 14 DEGREES, F. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDED BAR TYPE AND DIMENSIONS, LOCATION, ADHESIVE IDENTIFICATION AND EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL AND OVERHEAD INSTALLATIONS. STEEL 3. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON: A. AISC 360 AND SECTION 2205.2 OF THE INTERNATIONAL BUILDING CODE. B. APRIL 14, 2010 AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES AMENDED AS FOLLOWS: AS NOTED IN THE CONTRACT DOCUMENTS, BY THE DELETION OF PARAGRAPH 4.4.1, AND REVISE REFERENCE FROM "STRUCTURAL DESIGN DRAWINGS" TO "CONTRACT DOCUMENTS" IN PARAGRAPH 3.1. C. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. 4. SHAPES INCLUDING PLATES, SHALL CONFORM TO ASTM A36, FY = 36 KSI. 5. COLD—FORMED STEEL FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. COLD FORMED STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON AISI S100-12, "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD—FORMED STEEL STRUCTURAL MEMBERS," AND ON THE 2012 NORTH AMERICAN STANDARDS FOR COLD FORMED STEEL FRAMING, INCLUSIVE. B. THE CONTRACTOR SHALL PROVIDE A QUALITY CONTROL PROGRAM OVER ALL FABRICATION AND ERECTION ACTIVITY THROUGH THE USE OF AN INDEPENDENT TESTING AGENCY AND/OR A QUALIFIED REPRESENTATIVE OF THE STEEL MANUFACTURER. THE CONTRACTOR SHALL OBTAIN MILL CERTIFICATION FROM THE GAUGE STEEL MANUFACTURER OR SHALL SUBMIT TENSILE TESTS AND GALVANIZATION TESTS TO THE ENGINEER OF RECORD TO VERIFY THE ADEQUACY OF THE GAUGE MATERIALS. C. COLD—FORMED STEEL FRAMING MEMBERS INDICATED ON PLAN SHALL BE IN ACCORDANCE WITH THE "2015 IBC—SSMA PRODUCT TECHNICAL GUIDE" PUBLISHED BY THE STEEL STUD MANUFACTURERS ASSOCIATION, AND SHALL COMPLY WITH ICC—ES REPORT ESR -3064P. DESIGNATION: 600 S DEPTH MEMBER STYLE 200 — 54 FLANGE MATERIAL WIDTH THICKNESS(MILS) D. MATERIAL: METAL FRAMING SHALL BE GALVANIZED UNLESS OTHERWISE NOTED, CONFORMING AS FOLLOWS: ASTM A653, GRADE 50 FY = 50 KSI 12, 14, AND 16 GAUGE ASTM A653, GRADE 33 FY = 33 KSI 18 AND 20 GAUGE WHERE NOTED, PAINTED STUDS SHALL CONFORM TO: ASTM A570, GRADE E, FY=KSI. ALL 8 AND 10 GAGE MATERIAL SHALL CONFORM TO: ASTM A36, FY=36 KSI E. ACCESSORIES SHALL BE OF THE TYPE, SIZE, AND SPACING SHOWN ON THE DRAWINGS OF A MINIMUM 16 GAUGE MATERIAL UNLESS OTHERWISE SPECIFIED. FASTENING OF COMPONENTS SHALL BE BY WELDING OR SCREWING OR BY OTHER MEANS OF FASTENING AS INDICATED ON THE DRAWINGS. PROVIDE MISCELLANEOUS CLIP ANGLES, LEDGERS, AND ACCESSORIES OF A MINIMUM 16 GAUGE OR THE THICKNESS OF THE MATERIAL BEING FASTENED, WHICHEVER IS GREATER, FOR CONNECTIONS AND BEARING CONDITIONS NOT OTHERWISE NOTED IN THE DRAWINGS. WELDS SHALL BE OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION: WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. ALL WELDS SHALL BE TOUCHED UP WITH A ZINC—RICH PAINT. F. SCREWS: ALL SCREWS (REFERRED TO AS TEK) SHALL BE SELF—TAPPING SELF—DRILLING FASTENERS THAT ARE ZINC COATED AS MANUFACTURED BY HILTI KWIK—FLEX (ICC—ES ESR -2196), OR APPROVED EQUAL. THE MINIMUM SCREW SIZE/TYPE/POINT SHALL BE #8-18 (#2 POINT) OR #10-16 (#2 POINT) FOR USE IN 20 GAUGE THROUGH 16 GAUGE, AND #10-16 (#3 POINT) OR #12-14 (#2 OR #3 POINT) FOR HEAVIER THAN 16 GAUGE UNLESS NOTED OTHERWISE. SCREWS FOR SHEATHING CONNECTIONS SHALL BE OF THE PROPER SIZE AND TYPE FOR A POSITIVE SHEATHING—TO—METAL CONNECTION. ALL SCREW CONNECTIONS SHALL BE MADE FROM THE LIGHTER MATERIAL INTO THE HEAVIER MATERIAL UNLESS NOTED OTHERWISE. SCREWS SHALL HAVE A MINIMUM PROJECTION OF 3 THREADS THROUGH THE LAST MATERIAL JOINED AND SHALL HAVE MINIMUM EDGE DISTANCES AND CENTER—TO—CENTER SPACING OF 1-1/2 AND 3 SCREW DIAMETERS, RESPECTIVELY. ALL SCREWS SHALL CONFORM TO SAE J78 AND SHALL BE COATED WITH A CORROSIVE—RESISTANT COATING. THE SCREW MANUFACTURER SHALL PROVIDE VERIFICATION OF THE FASTENERS RESISTANCE TO HYDROGEN EMBRITTLEMENT, UPON REQUEST. G. WELDING OF COLD—FORMED METAL FRAMING SHALL CONFORM TO AWS D1.3 AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS QUALIFIED TO PRODUCE THE SPECIFIED CLASSES OF WELD. H. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR ALL STUD WALLS NOT SHOWN. EXTERIOR WALL STUDS SHALL BE MINIMUM 20 GAUGE (33 MILS) SPACED AT 16" O.C. UNLESS INDICATED OTHERWISE. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 800S162-54 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR MULTI—STUD OR STEEL COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS FULL WIDTH BLOCKING AT MID—HEIGHT OF ALL STUD WALLS OVER 10' IN HEIGHT. I. ALL STUD WALLS SHALL HAVE THEIR BOTTOM TRACKS ATTACHED TO FRAMING BELOW WITH #8 SCREWS AT 24" 0.C. OR ATTACHED TO CONCRETE WITH 0.145" DIAMETER DRIVE—PINS @ 24" 0.C. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT—UP POSTS SHALL BE WELDED TO EACH OTHER IN ACCORDANCE WITH THE DETAILS. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND STRAP BRACING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES AND GYPSUM SHEATHING ON EXTERIOR SURFACES SCREWED TO ALL STUDS, TOP AND BOTTOM TRACKS AND BLOCKING WITH SCREWS AT 12" 0.C. TRACK SECTIONS SHALL MATCH THE WALL STUD GAUGE, BE UN—PUNCHED AND HAVE AT LEAST 1-1/4" FLANGES. J. BRIDGING AND BRACING IS TO BE INSTALLED AT ALL COLD FORMED STEEL BEARING WALLS. BRIDGING AND BRACING SHALL BE INSTALLED AS SHOWN ON THE STRUCTURAL PLANS, OR THE CONTRACTOR SHALL EMPLOY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON TO DESIGN AN ALTERNATE BRACING SYSTEM. IF AN ALTERNATE BRACING SYSTEM IS USED, THE CONTRACTOR SHALL SUBMIT STAMPED DRAWINGS AND CALCULATIONS TO THE ENGINEER OF RECORD, WHICH DEMONSTRATES THAT THE BRACING SYSTEM WAS DESIGNED TO PROVIDE PERMANENT WEAK AXIS BRACING OF THE STUDS UNDER CODE PRESCRIBED LOADS. DOCUMENTATION SHALL BE SUBMITTED FOR REVIEW PRIOR TO CONSTRUCTION. REVIEWED FO CODE COMPLIM APPROVED FEB a. r 2010 City of Tukwila IBI I I I- I'lft I `MM V R ICE RECEIVED CITY OF 7UKWILA FEB 12 2018 11-4- 6))36 PERMIT CENTER © 2017 NAC inc REVISIONS NE pp O �Q) Q)0 0 N = N C N am 77 'Cr sr N N Q. N E O oo rnv cu nil) E" 0 V f - (o Do 0 co CO 't N rn oa 8 WASHINGTON CHARTER SCHOOL DEVELOPMENT IMPACT PUBLIC SCHOOL 3438 SOUTH 148TH STREET, TUKWILA, WA, 98168 NAC ARCHITECTURE nacarchitecture.com NOT FOR CONSTRUCTION PURPOSES NAC NO DRAWN CHECKED DATE 121-17025 JZB FR 02/07/18 General Structural Notes S1 .1 4 6 1'. 11 11 11 11 11 11 11 11 11 11 11 11 11 ill 11 (E) RETAINING WALL II lI 11 11 11 11 c 11 II 11 11 11 11 iL c 11 11 11 1 1- 11 II 1111 11 11 Plan Notes 4 11 II 11 11 It 11 11 L 11 11 1. 11 -1 7 (E) 11 CONC. SLAB ll' 11 11 11 11 11 I1 11 11 11 11 11 If 11 12/S4.1 TYP. I: • ::z_ •_..a 1;-0 •i:t .1 Legend 11 11 11 II 11 11 1 I I II 11 11 11 I1 I1 11 11 11 11 11 I1 11 11 11 11 11 11 11 11 11 11 11 1I 11 11 II 11 II I 11 _ 11 11 '. 11 11 11 i1 II 11' II AI i 11. 11. 'I1 1 II 11 :11 11 11 ill 11 ;11 ill i11 ;11 11 :11 1 II 11 11 11 11 II 11 11 11 II II 11 t-------------------- ------- a 127S5.1 `typ• (E) RETAINING WALL 6 Main Floor Framing Plan 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 2. ALL POSTS ABOVE SHALL BEAR FULLY ON BEAMS OR POSTS BELOW AND SHALL HAVE CONTINUOUS FULL BEARING THROUGH FLOORS TO THE FOUNDATION. 3. SHEATHE NEW STUD WALLS w/ 1/2" GWB EA. SIDE. 4. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. STRUCTURAL WALL BELOW LIGHT GAGE STUD WALL ABOVE (E) 9" THICK CONC. TILT—UP WALL NEW OPENING PER 12/S3.1 Scale: 1/8"=1'-0" 36 (a) ;a; REVIEWED FOR CODE COMPLIANCE APPROVED FEB 1 5 2018 City of Tukwila BUILD.IN D11LISI RECEIVED CITY of TUKWILA FEB 12 2018 PERMIT CENTER © 2017 NAC inc 14 J. Silk ARCHITECTURE nacarchitecture.com NOT FOR CONSTRUCTION PURPOSES NAC NO DRAWN CHECKED DATE 121-17025 JZB FR 02/07/18 Main Floor Framing Plan 4 6 (e) ( A ) 10/S4.1 SIM fl �`.53$i'a3"x'F. 10/S4.1 EAMILWANUA OPENING PER 6/S4.1, TYP. 800T250-118 LEDGER w/ (2) ROWS 0.1450 DRIVE PINS © 24"oc (1" min. embed) IVATPIMWARMIVEOPMEWYMAVAG (2)6005137-33 HEADER, TYP. w (2) 0 w/ DRIVE P (1" min. —118 LEDGER OWS 0.1450 NS © 24"oc embed) PIan Notes 4 PROVIDE 1/2" GWB SHEATHING TO UNDERSIDE OF CEILING, TYP. 800S132-54 4/S4.1 (� 24"dc, TYP. 800T250-118 LEDGER w/ (2) ROWS 0.1450 DRIVE PINS © 24'oc (1" min. embed) 362S150 30 © 16"oc STUD WA L, TYP. Legend i NEW OPENING PER 12/S3.1 •a of t. 10/S4.1 7/S5.1 L6x6x5/16 LEDGER W/ 5/8'10 EXP. BOLTS 18"oc 800T250-118 LEDGER w/ (2) ROWS 0.1 50 DRIVE PINS @ 2"oc (1" min. embed) 6 10/54.1 SIM; 3/S51 r TYP. or TAw...i: TAk cele Ceiling Framing Plan 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 2. ALL POSTS ABOVE SHALL BEAR FULLY ON BEAMS OR POSTS BELOW AND SHALL HAVE CONTINUOUS FULL BEARING THROUGH FLOORS TO THE FOUNDATION. 3. SHEATHE NEW STUD WALLS w/ 1/2" GWB EA. SIDE. 4. PROVIDE BRIDGING PER DETAIL 8/S4.1 AT ALL NEW LIGHT GAGE STUD WALLS. 5. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. Hx STRUCTURAL WALL BELOW EXTENTS OF FRAMING SPAN & DIRECTION OF FRAMING BEAM/JOIST HANGER (E) 9" THICK CONC. TILT—UP WALL NEW OPENING PER 12/S3.1 Scale: 1/8"=1'-0" L^_ ACCESS RAMP BY OTHERS a� REVIEWED FOR CODE COMPLI/NCE APPROVED FEB 15 ZQIB City of Tukwila Bl1s [llfllr a,»t�w RECEIVED CITY OF TUKWILA FEB 12 218 PERMIT CENTER © 2017 NAC inc REVISIONS J Z Z IX 0 tnw ARCHITECTURE nacarchitecture.com NOT FOR CONSTRUCTION PURPOSES NAC NO 121-17025 DRAWN JZB CHECKED FR DATE 02/07/18 Ceiling Framing PIan S2.2 1 3 5 7 8 9 1 0 1 1 701 ° 0 4 a °. ° ° 4 a ° . d d ° 4 .d ° ° // ° 4 Q ° ° ° a . ° ° ° ° °. d ° °° ° ° d° ° ° d d ° a a (E) CONC. WALL i CODE COIVIPLII APPROVE( 1 FEB 1 5 City of Tuicw $ BUILDING -DIM CORE DRILL CORNERS W/1"0 AVOID OVER— CUTTING SAWCUT NEW OPENING [I. Typical // ft. 6 °36 Sawcut Opening in Existing RECEIVED CITY OF TUKWI FEB 12 20'18 PERMIT CENT Concrete Wall 1 2 A R © 2017 NAC inc ARCH ITECTURE nacarchitecture.com NOT FOR CONSTRUCTION PURPOSES NAC NO DRAWN CHECKED DATE 121-17025 JZB FR 02/07/18 Typical Concrete Details FOR IANCE ;D 110 ila ILA ER © 2017 NAC inc REVISIONS —J ct W L N E 07;8 rnN v 0 0 Q) C N C N a r, t6 0 N N N a N E 0 O o o) 4)- 4) Q C C1 0 V ro0 mom;. O coo M M N rna I01 W Z ul 111 Z t�111 Z W 2 0 W0 00 O (,) O co (n 11 AnQ LLI U M z 0 z Q 3438 SOUTH 148TH STREET, TUKWILA, WA, 98168 NAC ARCHITECTURE nacarchitecture.com NOT FOR CONSTRUCTION PURPOSES NAC NO DRAWN CHECKED DATE 121-17025 JZB FR 02/07/18 Typical Light Gauge Details S4.1 2 3 CONT. BLKG. (min. 33mi1 thick) (4)#8 SCREWS THRU BOTH WEBS GWB SHEATHING BELOW 362T150-30 PER PLAN TRACK FASTEN TRACK BLKG. \\ TO WALL TRACK W/ #8 SCREWS @ 24"oc JOIST PER PLAN LOAD BEARING STUD #8 SCREW THROUGH EA. FLANGE GWB Sheathed (2)#8 AT EA. FLANGE TO WALL TRACK Diaphragm Connection 4 5 NOTES: BRIDGING IS REQUIRED FOR LOADINGS APPLIED BEFORE SHEATHING IS ATTACHED TO BOTH FLANGES. BRIDGING PROVIDES RESISTANCE TO ROTATION CAUSED BY WIND LOADING, AND RESISTANCE TO BOTH ROTATION � ,r,• 16ga x 11/2 x 11/2"4-4 BRIDGE CLIP ANGLE TYP. 11 0 ----- IR 18ga.x4"x0'-5" EA. W/ (8) #8 SCREWS AS SIDE SHOWN i i r i 1 I °: o 0'00 AND MINOR AXIS BENDING CAUSED BY AXIAL LOADING. THE NUMBER OF BRIDGING ROWS SHOULD NOT BE LESS THAN SPECIFIED 1/8 r /2 SCREWS ' • HEADER PER PLAN IN THE FOLLOWING. • WALLS SUPPORTING VERTICAL (AXIAL) LOAD 1. UP TO 10'-0" HEIGHT: TWO ROWS OF BRIDGING EQUALLY SPACED. 2. OVER 10'-0" HEIGHT: BRIDGING ROWS SPACE 4'-0"oc MAX. • BRIDGING SHALL BE EITHER WELDED OR SCREWED AS SHOWN AT RIGHT: I, � l 18ga BRIDGING CHANNEL TYP. ill► (4)#10 Stud Bridging 8 STUDS EXTEND TRACK SECTION WEB Sc ATTACH TO BOTTOM OF HEADER W/ (4) #8 SCREWS (1) KING TRACK SECTION TO MATCH STUD GAUGE IN/ (2) #8 SCREWS TO EA. TRIM STUDS EA. SIDE DOUBLE END STUDS span > Typical HSS Header Detail 6 NO PUNCHOUT SHALL OCCUR WITHIN 12" FROM END OF STUD SCREWS @ 12"oc<__---____ LEDGER PER PLAN (STAGGER DRIVE PINS) #10 TYPICAL villiScrewOption STUDS MUST BE FULLY SEATED AGAINST TRACK •• CONN. BOT. TRACK TO FLOOR W/.145"0 DRIVE PINS 4'-0"oc U.O.N. i _ REVIEWED '7/ • .4 ' a RUNNER TRACK SAME GAGE AS STUD MINIMUM 1" WIDE FLANGES 1- r '"�u .- `� CODE COMP!. AP ROVI FEB 15 Z� ` City of Tuk' BUILDING—OD ,• 4 .. JOISTS PER PLAN WHERE STUDS OR JOISTS ARE SHOWN TO ABUT AS SHOWN t r2-12 -° -' `' — — __WELD N d ,. — \ • • ° .__ 11 I Weld Option NOTES: • WHEN NO. 6 DRYWALL TIME, COMBINATION OF A TRACK IS ATTACHED DIRECTLY x 7/16" PAN HEAD SHEET METAL COVERING, TRACK AND STUD A STANDARD MIN. 1" LONG DRYWALL OF THE ABOVE METHODS COMPLETED WALL ASSEMBLY. 3PERMIT Typical Top SCREW SEE NOTE BELOW ATTACHMENT TO STUD FLANGE, A STANDARD SCREW SHALL BE USED. WHEN FLANGES ARE ATTACHED AT SAME SCREW SHALL BE USED. ANY MAY BE USED IN THE ERECTION RECEIVED CITY OF TUKV1 FEB 12 2011 CEN` & Bottom Track at Interior Walls 12 a, • • • SHEATHING PER PLAN (E) CONC. WALL - A• a. A •• JOISTS PARALLEL • • :.�. AT SIM. L 11/2%11/2%7" JOIST GAGE 11 •1 . t = GAGE OF MATERIAL • 4. , ° . A. • . ?r x w/ (2) 5/32 DRIVE PINS INTO CONC. & (3)#10 SCREWS TO WEB CONNECTED t Typical Built-up Stud Column (Screw F2-12 & Weld Options) 1 1 1 0 FOR IANCE ;D 110 ila ILA ER © 2017 NAC inc REVISIONS —J ct W L N E 07;8 rnN v 0 0 Q) C N C N a r, t6 0 N N N a N E 0 O o o) 4)- 4) Q C C1 0 V ro0 mom;. O coo M M N rna I01 W Z ul 111 Z t�111 Z W 2 0 W0 00 O (,) O co (n 11 AnQ LLI U M z 0 z Q 3438 SOUTH 148TH STREET, TUKWILA, WA, 98168 NAC ARCHITECTURE nacarchitecture.com NOT FOR CONSTRUCTION PURPOSES NAC NO DRAWN CHECKED DATE 121-17025 JZB FR 02/07/18 Typical Light Gauge Details S4.1 A © 2017 NAC inc REVISIONS J i— I— ct co W D � Cn Copyright 2017 Swenson Say Faget - All Rights Reserved WASHINGTON CHARTER SCHOOL DEVELOPMENT IMPACT PUBLIC SCHOOL 3438 SOUTH 148TH STREET, TUKWILA, WA, 98168 2-106 NAC ARCHITECTURE nacarchitecture.com NOT FOR CONSTRUCTION PURPOSES NAC NO DRAWN CHECKED DATE 121-17025 JZB FR 02/07/18 Typical Steel Details S5.1 //� FACE OF SUPPORTING 3" MEMBER 24 ° ° a , ° ° I, max. 2x BOLT 0 per Shear Plate Schedule ACCESS RAMP & <size min. W % schedule Beam PLAN No. of Bolt Plate Weld , 4 . o CONNECTION PER 2/S5.1 J GUARDRAIL BY OTHERS i BEAM SIZE PER Size Bolts Size Thickness Size 3/4"O 1/4" 3/16" I - - - U - - ---Lev Lev W12 NOTES: 3 d -� .Q a y '�i' ' .0. ____r____ °,a . 1. STANDARD OR SLOTTED HOLES MAY BE USED. PLATE SIZE AND 2. BOLT TYPE A325N. W BEAM PER PLAN °° FOR W12 4 SHEAR BOLTS PER SCHEDULE 3. IR MATERIAL – A36 Lev = 4. SEE EXTENDED IP DETAIL FOR COLUMN WEB CONNECTIONS. ., .a // ° IQ 3/8'x12"x12" W/ (4)3/4"0 EXP. BOLTS @ 9"oc EA. WAY (31/2" EMBED) 11/2" FOR 3/4"0 BOLTS Typical Single Shear Plate Connection and Schedule Yp g Expansion Bolt Faceplates 3 p p 5 6 KERF PLATE TO MEET PLATE THICKNESS AS SPECIFIED IN AT CORNER COLUMNS EXTEND PLATE FOR LARGER BEAM THROUGH u PLATE PER 2/S5.1 2/S5.1 [ — 4z a . • ' < •. (E) CONC. WALL , DIMENSIONS PER 2/S5.1 • a. • . v • a • 9 DECK BY OTHERS , i , per 2/S5.1 / • I � IV .a L 6x6x5/16 5/8"0 4" w/ PLATE THICKNESS AS a , . a ••• . ' MIN. EXP. BOLT © 18"oc (STAGGERED) SPECIFIED IN 2/S5.1 Beam to Continuous HSS 1/I KERF PLATE OR SHEAR PLATE PER PLAN VIEWS Column - End or Corner 8 7 1 0 11 10" REVIEWED FOR CODE COMPLIANCE APPROVED FEB 15 ZU1fi 1/2„ 0 E glp 1/4 , City of Tukwila EUILDING.D L IM,[ 11/2"�/ 1 RECEIVED CITY OF TUKWII F-- O 6 C 7 w tl i i FEB 12 2018 PERMIT CENTE -3 m J J CC O i COLUMN PER PLAN • . ii fi ii ri a • 1 • ° ' • ° (2)3/4"0 EXP. BOLTS bril...,, 63t1I (2 V • . Baseplate - HSS Column 12 A © 2017 NAC inc REVISIONS J i— I— ct co W D � Cn Copyright 2017 Swenson Say Faget - All Rights Reserved WASHINGTON CHARTER SCHOOL DEVELOPMENT IMPACT PUBLIC SCHOOL 3438 SOUTH 148TH STREET, TUKWILA, WA, 98168 2-106 NAC ARCHITECTURE nacarchitecture.com NOT FOR CONSTRUCTION PURPOSES NAC NO DRAWN CHECKED DATE 121-17025 JZB FR 02/07/18 Typical Steel Details S5.1