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Permit D03-246 - BRICKLAYERS BENEFICIAL ASSOCIATION - NEW BUILDING
BRICKLAYERS UNION 15208 52 AV S D03 -246 doc: CertOcc City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 This Certificate issued pursuant to the requirements of Section 109 of the Uniform Building Code, 1997 Edition, certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use for the following: Occupant /Tenant: Building. Address: Parcel No.: Property Owner: Occupancy: Occupancy Group: Fire Protection: Signature of Building 0 CERTIFICATE OF OCCUPANCY BRICKLAYERS BENEFICIAL ASSOCIATION 15208 52 AV S TUKW 1157200010 BRICKLAYERS BENEFICIAL ASSOCIATION 16 B,A2.1 SPRINKLERS /AFA icial D03 -246 Occupant Load: Permit No.: D03 -246 438 Type of Construction: VN/V-1HR THIS CERTIFICATE MUST BE CONSPICUOUSLY POSTED ON THE PREMISES Printed: 09 -12 -2005 Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1157200010 Address: 15208 52 AV S TUKW "Suite No: BRICKLAYERS BENEFICIAL ASSOCIATION 1520852AVS,TUKWILAWA BRICKLAYERS BENEFICIAL ASSOCIATION 6770 EAST MARGINAL WY S, SEATTLE WA MARGARET NEWTON Address: 12213 DENSMORE AV N, SEATTLE WA Contractor: Name: OWNER AFFIDAVIT IN FILE Address: 15208 52 AV S, TUKWILA WA Contractor License No: DESCRIPTION OF WORK: CONSTRUCTION OF NEW 2 STORY MASONRY BUILDING WITH ASSOCIATED SITE WORK INCLUDING DRIVEWAYS, PARKING AND LANDSCAPING. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, STORM DRAINAGE, STREET USE FOR WORK W /IN ROW, GRADING, PAVING, DRIVEWAY ACCESS, UNDERGROUNDING OF POWER, AND STREET LIGHTING. WATER DIST. 125 AND VAL -VUE SEWER DIST. Value of Construction: $ $883,667.10 Type of Fire Protection: SPRINKLERS /AFA Type of Construction: VN /V -1HR Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: doc: Devperm Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y N N N Y N N N N Y Y DEVELOPMENT PERMIT Number: 0 Start Time: Volumes: Cut 1422 c.y. Start Time: Private: Profit: N D03 -246 r~' Permit Number: Issue Date: Permit Expires On: Expiration Date: Phone: Phone: 206 363 -5806 Phone: Size (Inches): 0 End Time: Fill 1371 c.y. End Time: Public: Non - Profit: N D03 -246 12/10/2003 06/07/2004 Fees Collected: $17,280.04 Uniform Building Code Edition: 1997 Occupancy per UBC: 16 Printed: 12 -10 -2003 .. «c•F',.w:+s;«•..`ct:;i'. �.: t6, i�r6:z: Su��:.+." �ui a:::i:L:iw:+i::.i�:i::.«::�:.;� .,..�..,.,.�:rii',ivS u+rui.Gm. City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Water Main Extension: N Private: Public: Water Meter: N doc: Devperm ** Continued Next Page ** D03 -246 Printed: 12 -10 -2003 ..La 4r aieruwJr ....ri i■:0.4r. Permit Center Authorized Signature: r�N�' , '� «.0 Date: /- /� 3 ordinances governing this work will be complied with, whether specified herein or not. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and 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 perform of work. I am authorized to sign and obtain this development permit, Signature: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Print Name: ` ° ( \4 P (AS f: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D03 -246 , Date: f 2 - t om ' a .3 Printed: 12 -10 -2003 i:3.a.LiLA • a L "NL-vi AS'tf li � • fie City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 1157200010 Permit Number: D03-246 Address: 15208 52 AV S TUKW Status: ISSUED Suite No: Applied Date: 08/11/2003 Tenant: BRICKLAYERS BENEFICIAL ASSOCIATION Issue Date: 12/10/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 8: All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5). 9: All high- strength bolting shall be special inspected (UBC - Sec. 306(a)6). 10: Bolts installed in concrete shall be special inspected (UBC Sec. 1701.5.2). 11: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 12: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 13: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 14: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 15: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 16: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 17: A statement from the roofing contractor verifying fire retardant class of roof will be required prior to final doc: Conditions D03 -246 ig Printed: 12 -10 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 inspection (see attached procedure). 18: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 19: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 20: All wood to remain in placed concrete shall be treated wood. 21: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 22: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 23: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 24: ** *FIRE DEPARTMENT CONDITIONS * ** 25: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 26: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) 27: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. 28: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 -1) 29: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 30: 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. (NFPA 10, 43, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not complete, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4 -4) 31: Commercial -type food heat - processing equipment from which grease -laden vapors emanate in normal cooking application shall be protected by an approved automatic extinguishing system. The extinguisher system shall be interconnected to the fuel and current supply so that the fuel or current is automatically shut off to all equipment under the hood, when the system is actuated. (UFC 1006) doc: Conditions • w IS4..AY4W41:a424.' D03 -246 Printed: 12 -10 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 32: The inspection tag on the fire extinguisher is required to have the date the inspection or maintenance was performed and the initials of the person performing the inspection or maintenance. (NFPA 10, 4- 3.4.2) 33: Maintain fire extinguisher coverage throughout. 34: A wet chemical portable fire extinguisher having a minimum rating of 2A :1B:C:K shall be installed within 30 feet of commercial food heat - processing equipment, as measured along an obstructed path of travel. (UFC 1006.2.7). 35: No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) 36: Exit doors shall swing in the direction of exit travel when serving arty hazardous area or when serving an occupant Toad of 50 or more. (UBC 1003.3.1.5) 37: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 38: Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its precense would obstruct or render the exit hazardous. (UFC 1203) 39: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) 40: Storage under exterior or interior stairways shall not be permitted unless such space is protected on the enclsoed side by one hour fire- resistive construction and sprinklered where required. (UFC 1210.3) 41: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 42: Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) 43: When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) 44: The color and design of lettering, arrows and other symbols on exit signs shall be in high contrast with their background. Words on the sign shall be block letters 6 inches in height with a stroke of not less than 3/4 inch. (UBC 1003.2.8.3) 45: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) 46: Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Division 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1003.2.9, 1003.2.9.2) 47: Any room having an occupant load of more thanb 50 where fixed seats are not installed, and which is used for classroom, assembly or similar purpose, shall have the capacity of the room posted in a conspicuous place on an approved sign near the main exit from the room. Such sign shall be maintained legible by the owner or the owner's authorized agent and shall indicate the number of occupants permitted for each room use. (UFC 2501.16.1) doc: Conditions D03 -246 die Printed: 12 -10 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 48: Exit doors serving exit closures and exit passageways shall be maintained self - closing or shall be automatic closing by actuation of a smoke detector. All hold open devices shall be listed for the intended purpose and shall close or release the fire assembly to the closed position in the event of a power failure. (UBC 1005.3.3.5, 1005.3.4.4) z ,f-.z cc w 00 CO 51: When two or more exits from a story are required and when two or more exits from a room or an area are required, exit w = signs shall be illuminated. (UBC 1003.2.8.4) 49: Overcrowding an admittance of persons beyond the approved posted capacity are prohibited. (UFC 2501.16.3) 50: Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1004.2.2) J w w 52: The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the 2 event of it's failure, illumination shall be automatically provided from an emergency system for Group I, Divisions g 5 1.1. and 1.2 occupancies and for all other occupancies where the means of egress system serves an occupant load of 100 " - or more. Such emergency systems shall be installed in accordance with the electrical code. (UBC 1003.9.2) = d � z = H O Z I- 54: All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in 0 cn accordance with the electrical code. (UBC 1003.2.8.5) o 1— ww 55: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1901) I— O 56: Fire hydrants are required as detailed in City Ordinance #1692. Ili z U co 57: Local U.L. central station supervision is required. (City Ordinance #1901) p H 53: Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) 58: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 59: 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 the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 60: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #1901) 61: All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator valves (WIV), and Fire Department connection (FDC). (City Ordinance #1901) 62: Maintain minimum 40 degrees F temerature in all areas to prevent sprinkler pipe from breaking and causing unnecessary damage. (NFPA 13 -4- 14.4.1.2) 63: No articles, displays or other materials shall be hund on or from sprinkler heads or piping.'Remove the item(s) in violation and refrain from this practice in the future. (NFPA 13 -2- 6.1.7) 64: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions doc: Conditions D03 -246 Printed: 12 -10 -2003 F;�x..�vr.,�,�r;�SCFk;h.�* SAS :)�r��:�4..sy:F ?�,e.+R�¢•� «i o i� / s �'>'''�'rY i:,�S.�:�?.M \ >iVeL, z doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 and under overhangs greater than four feet wide. (NFPA 13- 4- 5.5.3.1) 65: All control, drain, and test connection valves shall be provided with permanently marked weather -proof metal or rigid plastic identification signs. The signs shall be secured with corrosion - resistant wire, chain or other approved means. (NFPA 13- 2 -7.3) 66: Calculated sprinkler systems shall be designed with a 10 PSI cushion for low reservior conditions. (City Ordinance #1901) 67: All new underground piping shall be hydrostatically tested. Test pressure shall be not Tess than 200 psi for 2 hours. The amount of leakage at the joints shall not exceed 2 quarts per hour per 100 gaskets or joints. Contact Greg Villanueva, Utilities Inspector, Public Works Department, at (206)433 -0179 to make an appointment. (NFPA 24 -8- 9.3.1, 24 -8- 9.3.2) 68: The sprinkler valve pit must be accessible at all times. Please remove any obstructions and maintain access to this area. (UFC 1001.7.1) 69: A supply of spare sprinklers (never fewer than 6) shall be maintained on the premises so that any sprinklers that have operated or been damaged in any way can be promptly replaced. These sprinkler shall correspond to the types and temperature ratings of the sprinklers in the property. The sprinklers shall be kept in an cabinet located where the temperature to which they are subjected will at no time exceed 100 degrees F. A speical sprinkler wrench shasll also be provided and kept in the cabinet to be used in the removal and installation of sprinklers. (NFPA 13 -2- 2.7.1, 2- 2.7.2) 70: Sprinkler systems shall be maintained in an operative conditino at all times. Sprinkler systems and their component parts (including hose stations and standpipes) shall be inspected and tested per N.F.P.A. 13, N.F.P.A. 14 and N.F.P.A. 25a t a minimum frequency of every twelve months. A copy of inspection, test and maintenance records shall be forwarded to the Tukwila Fire Prevention Bureau. 71: Hydrants shall not be closer than 4 feet to any fixed object (e.g., fences, parking, building, etc.), with the exception of hydrant guard posts. Guard posts shall be installed around hydrants not protected by curbs, so as to help prevent motor vehicles from contacting the hydrant. The guard posts shall be either steel pipe (minimum 4" diameter) filled with concrete or concrete (minimum 8" diameter). Posts shall be 3 feet from the center of the hydrant and shall not be in direct line with any discharge ports. Posts shall be 6 feet long; 3 -3 1/2 feet shall be buried. Painted finish shall be the same color as for the applicable hydrants. (City Ordinance #1692) 72: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 73: 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 #1900. 74: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72, 5- 1.4.2) 75: The installation of wiring and equipment shall be in accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72- 1- 5.5.4) 76: Local U.L. central station supervision is required. (City Ordinance #1900) 77: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1900) 78: 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 #1900) (UFC fp D03 -246 ytr Printed: 12 -10 -2003 1001.3) City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z w re JU U O t'n 0 w w H w 0 2 u_ Q 82: Fire alarm systems shall be maintained in an operative condition at all times. Fire alarm systems and their component cn a parts shall be inspected and tested per manufacturer's specifications and N.F.P.A. 72 at a minimum frequency of every H w twelve months. A copy of inspection, test and maintenance records shall be forwarded to the Tukwila Fire Prevention z Bureau. (NFPA 72 (7 -3.2, 7- 3,2,1)) (City Ordinance #1900) F 0 z E- w • w O • - o H- w W -O ..z U = O 79: Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #1900) 80: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #1900) 81: Key box - When access to or within a structure or an area is duly difficult because of secured openings or where immediate access is necessary for life- saving or fire- fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (UFC 902.4) 83: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) 84: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. 85: In areas that are not continuously occupied, automatic smoke detection shall be provided at each control unit(s) location to provide notification of fire at that location. (NFPA 1 -5.6) 86: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. (City Ordinance #1900). 87: Duct detectors shall send a supervisory signal only upon activation. 88: Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1900) 89: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 90: Draft stops shall be installed in attics, mansards, overhangs, false fronts set out from walls and similar concealed spaces of buildings having uses other than dwellings or hotels so that the area between draft stops does not exceed 3,000 square feet and the greatest horizontal dimension does not exceed 60 feet. Where approved automative sprinklers are installed, the area between draft stops may be 9,000 square feet and the greatest horizontal dimension may be 100 feet. (UFC 708.3.1.2.2) 91: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) 92: When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of Uniform Building Code 803. 93: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of the Uniform Building Code. (UBC 804.1) doc: Conditions sa D03 -246 Printed: 12 -10 -2003 z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 94: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 95: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not Tess than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #1846) 96: There shall be no enclosed usable space under stairways in an exit enclosure, not shall the open space under such stairways be used for any purpose. (UFC 1210.3) 97: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of constructino. (UFC 901.3) 98: For all commercial, multi - family and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of any building and so that no point of a building (around it's perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measurd along the path of vehicular travel. (City Ordinance #1692) 99: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54, it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. (City Ordinance #1692) 100: The proposed use of the building will require a Fire Department permit. In order to obtain this permit, construction elements and /or fixed fire protection may need to be installed. This review does not include these elements and does not permit operation of the proposed use. (UFC Sec. 105) 101: Tukwila City Ordinance #1846 provides that the required width of any fire apparatus road (fire lane) shall not be obstructed in any manner, including the parking of vehicles. Minimum required widths and clearances shall be maintained at all times. 102: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 103: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 104: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 105: ** *PLANNING DIVISION CONDITIONS * ** 106: The proposed louvers on the east elevation of Sheet A2.1 must be painted to match the building. 107: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 108: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 109: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 110: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. doc: Conditions D03 -246 Printed: 12 -10 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 111: 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 City Inspector before 12:00 Noon on Friday preceding any weekend work. 112: Any material spilled onto any street shall be cleaned up immediately. 113: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 114: A bond in the amount of 150% x cost of construction within City right -of -way, made out to the City of Tukwila for possible property damages caused by activities. 115: Hauling over 50 cubic yards shall require application for a Hauling Permit prior to any associated activity. 116: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 117: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 118: The Land Altering Permit Fee is based upon an estimated 1,422 cubic yards of cut and 1,371 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 119: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 120: Driveway shall comply with City commercial standards. Driveway width shall be a 25' minimum and 35' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 10'. 121: Rockeries shall be constructed per City of Tukwila standard detail RS -5. In the event that a rockery can not be installed per standard detail, the applicant is required to notify the Building Department immediately and submit alternative engineered plans for a retaining wall, including structural calculations. 122: Pavement mitigation shall apply to this permit, to be determined by the City, and paid by the owner /applicant. 123: Street lights to be installed within the Public right -of -way, shall be shall be approved by the Street Superintendent, based on catalog cut sheets, prior to order of materials. 124: Verify that Washington State Dept. of Transportation permit #17391 is still valid for storm drainage discharge from this project site. Bellevue office # (425) 822 -4161. Obtain new permit, if not valid. 125: New sidewalk and street lighting within the City right -of -way, shall be turned over to the City, prior to final inspection by Public Works. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. doc: Conditions D03 -246 . „L; ry isi.a+�:�W`.i�dr. ” r'titi:.;r:; riot» .kwS'a14+i'Si`e`.jlrl4t'ir'+1 sky Printed: 12 -10 -2003 The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: c —'CJ� G" Date: 1 1 1 0 o 3 � r r Print Name: 1 b r 1 �` ,R doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D03 -246 Printed: 12 -10 -2003 Site Address: Mailing Address: Name: Company Name: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: lapplications■permit application (3.2003) 3/2003 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 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 ** l5 2oS t72IMe Tenant Name: "q,yv e. Q.5 DwYvev' Property Owners Name: 1: tt 1 t keet,tett5 vt, ; L t a.\ Pev-pcc r ,, k 1,(N (r+ e Nta,w 1 IAA\ ti ci L Mailing Address: 0- d.e.e. 1oo O Contact Person: P71 II e (,U •t, Mailing Address: p - • • • ► 6 n a ti 'v I'e / Zz-/ 3 /) &,c/S:no - / 1(/• City E -Mail Address: /1)e )7Z)/(- sScc,aJe SC &',; ERAL CONTRACTOR- INFORMATION , 1 \`eN'c7 •Cf 4\ c i rie5 c at. d1" Contractor Registration Number: RA Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Company Name: . sk,,,, a k.e. s A-Y'r.L ; er,( • Mailing Address: l'2219-, - D , etneo u co v.c.. )\)e) ih n ali k%R Zip Day Telephone: 6'6 • ?' • 9e3e9 CP E -Mail Address: yviAt mQ,eve,pc...; apt,,, $- , N .e.-k Fax Number: 2D(R- 36 4 (o4 912, Contact Person: ivi, Glt Irtif Z. i PP.W t 4 At l A NGINEEI OF ;RECORD =. All plans must be wet stamped, by Engineer of Record `- Pa �- � i►2� rpAtm 1/4); Lc I00 7 ec in C} l a Z \I Page 1 King Co Assessor's Tax No.: l t5 4 20 — , o 0 3 Suite Number: New Tenant: .... Yes ..No City Day Telephone: Fax Number: L(9Lo 3_,;- City Day Telephone: 2Df9 "47 Fax Number: City 7kiA7i f» A 9 IJaY City State Zip Day Telephone: Q/9Ur, 1 Fax Number: State State LOA- State Floor: rJ Zip Zip , 44 3-46 if) BUILDINGPERMIT INFORMATION 206.4.4313670^, • Valuation of Project (contractor's bid price): $ I , e (AA A (,(e rth Existing Building Valuation: $ Scope of Work (please provide detailed information): (1 p ttycc. . vt •t-o 2 ep\av W� 1Ml.dc�rri./Vr! j V - ►,�l i� ' ''c Crf t � , ' - t LC c� (A7 t t,�r t t� ►,t r — 1 1J a t) Lc) C1.� ) 0./), ( 1 2. ✓t Will there be new rack storage? [J ..Yes p.. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below Is' Floor 2 "0 Floor - Flo Floors.' _ .: thru Basement Accessory Structure * Attached Garage Detached Garage Attached Carport Detached Carport :• Covered Deck Uncovered Deck Existing Interior Remodel Type of Construction per UBC Type of Occupancy per UBC 9.1 Addition to Existing Structure 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):i4 ,j ::Lp -'If Floor area of principal dwelling: Floor area for 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: 1 Compact: t . Handicap: 2 Will there be a change in use? 0 ....Yes !["...No If "yes ", explain: - FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers [..Automatic Fire Alarm 0..None 0.Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes [.No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. lapplicationslpermit application (3.2003) 3/2003 Page 2 I I.0 WORKS :PERMIT INF RMATI Scope of Work (please provide detailed information): GL Cc. , €.,02 CU 1l Q,<.a,X/- q � (7�:�� Ve..4� IM b �-- ..1.� Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila [ j... Water District #125 ' ....Water Availability Provided Sewer District ❑ ...Tukwila[j Va1Vue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate 12r. Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): 42 Plans (Maximum Paper Size — 22" x 34 ") . Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ . Right -of -way Use - No Disturbance �J�. ..Construction/Excavation/Fi11- Right -of -way V / Non Right -of -way • `..Total Cut ' i}..Total Fill 12— cubic yards cubic yards ❑...Sanitary Side Sewer Cap or Remove Utilities ..Frontage Improvetnents ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑...Temporary Water Meter Size.. ❑ ... Water Only Meter Size ❑ ...Sewer Main Extension Public _ ❑ ...Water Main Extension Public _ \applications \permit application (3.2003) 3/2003 ❑ .. Abandon Septic Tank 42r.. Curb Cut `e.. Pavement Cut ❑ .. Looped Fire Line „ „ „ ,f WO# WO# WO# Private Private 6-433 -017 ,044 C ) Ut.(r>rt'e!' i4 (7h.. (JoKth A., A- lit 6)"- Call before you Dig: 1- 800 - 424 -5555 ❑ .. Highline ❑ ...Renton Er Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone `.Storm Drainage Page 3 ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation Nel Utility Undergrounding ❑ ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: Mailing Address: State Water Meter Refund/Billing: Name: Mailing Address: City Zip Day Telephone: City State Zip Unit Type: Qty . Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <I00K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU .. ,,, •. Furnace >100K BTU Evaporator Cooler 3 -15 HP /500,000'BTUUi 1 Floor Furnace Ventilation Fan 15 -30 HP /1,000,0UV'f1.J Suspended /Wall /Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood % 50+ HP /1,750,000 BTU Heat/Refrig /Cooling System Incinerator - Domestic '.' Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind ECHANICAL: PERMIT INFOIuvIATION= 206- 431:=3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... Replacement ....El Commercial: New ....RI Replacement .... Fuel Type: Electric El Gas Other: Indicate type of mechanical work being installed and the quantity below: 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 1 80 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY TI -IAT I HAVE READ AND EXAMINED TI-IIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: 2 Signature: Print Name: ke V' (L {/ e 1 2- t 'e(.,PA Mailing Address: ( p 1,t5?, -e lapplicationslpermit application (3.2003) 3/2003 Page 4 Orawt'rvi Date: Day Telephone: '2.06 - 36 - 9%300 Y0 (3., City State Zip Date Application Accepted: 8 - / / -D3 Date Application Expires: o z — i /oy Staff Initials: CITY OF TUKWILA Public Works Department 206 - 433 -0179 PUBLIC WORKS BULLETIN 1A TYPE C FEE ESTIMATE WORKSHEET Type C permit fees are based on the value of the construction work. The City collects an Application Fee when the application is submitted and a Permit Issuance and Inspection fee when the permit is issued. Applicable permits having flat rates are added to the calculated fees and are due when the permit is issued. You may use this form to estimate PW Permit fees. This is an estimate only. Actual fees may vary. If you do not provide contractor bids with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 'The permit fee covers the cost for two reviews and two inspections. The permit fee does not include fees for additional reviews, additional inspections, or for revisions to approved plans. These fees are charged separately and must be paid before PW Final Inspection. Refer to Bulletins 1, 1 B, 1C, and 12 for more information. This Bulletin should not be used as a substitute for codes and regulations. Your project will be reviewed for specific compliance to codes and regulations. Approved 09.25.02 Revised 03.18.03 riry QF TUKW A UK ' 1 1 2003 PERMIT CENTER .Jw:'uf.: -kud i..:" ,a; at- ....v.,...ury... ... 7741, ....,.v7 ....s:Au.�; -.. ,.0 Z7741174w4 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 1" 10,000, • PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1" 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1' 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. , .:, ��R'=.)+ iY+ it ++�. PROJECT NAME V,2}6,1(.1- A.„\i = . ()01 00 }..-*.0 PERMIT # Dos .244 1. APPLICATION BASE FEE "\ $250 (1) 2. Enter total cost for each improvement category: `--- General � :20, 1,v .'.0, Erosion prevention �? - Water 1.2.o "` N Sewer .. 00 - Storm water . 2 9 2, - 7 (.,70 , — Road /Parking/Access /57-1 =;-?. -- A. Total Improvements 19.1 r ,-.. - 3. Calculate improvement -based fees: B. 2.5% of first $100, 000 of A. ... , f X) C. 2.0% of amount over $100,000, but less than $200,000 of A. 1 10.r 9 t� D. 1.5% of amount of $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. GRADING Plan Review and Permit Fees $ A ( i,'1. (5) Enter total excavation volume 1 4rL2. cubic yards Enter total fill volume I, "q- } cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 1 ;09, b5 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 Revised 03.18.03 PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 1 i $ .fi ► 0 (4) QUANTITY in CY RATE 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for 1S' 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001.y 1 0,000 ' ii . , $194.50 for 1 1000, plus $14.50 for each additional 1,000 or fraction N thereof. to;og1 1'd0,000 $325.00 for the 1 10,000, plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 100,000, plus $36.50 for each additional 10,000 or fraction thereof. 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 1 PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees $ 4' 2ld.boo (6) 7. Pavement Mitigation Fee .-(t E, - 1) CI i`'Eb � (7) The pavement mitigation fee compensates the City fo reduced life span due to removal of existing 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 16 to estimate the p 6. Permit Issuance /Inspection Fee (B +C +D) 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. Approved 09.25.02 Revised 03.18.03 2 Zol a. 1 $ (8) DUE WHEN PERMIT IS ISSUED Approved 09.25.02 Revised 03.18.03 PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. ,T,QTAi1(; L11ER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin 1 Total A through E $ 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Storm Drainage Mitigation $ G. Other Fees $ IN Total A through G $ 40 (6 +7 +8 +9 +10) $ 441 --'� 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 $47.00 per inspection. 3 (9) (10) 0 . ; .l , a. Ctla�a, �$" s. �» �: c3S�. wf; sa:', r �5a. iil+ azSt. SS... z RECEIPT z Parcel No.: 1157200010 Permit Number: D03 -246 -3 0 Address: 15208 52 AV S TUKW Status: ISSUED co 0 Suite No: Applied Date: 08/11/2003 rn w Applicant: BRICKLAYERS BENEFICIAL ASSOCIATION Issue Date: 12/10/2003 -J H U) LL WO Receipt No.: R04 -01516 Payment Amount: 47.00 co Initials: SKS Payment Date: 11/12/2004 11:41 AM Z F- w User ID: 1165 Balance: $0.00 z H I— O Z I— W uj Payee: BRICKLAYERS BENEFICIAL ASSOCIATION v N O 0 I— li! lu I 0 Type Method Description Amount U. O Payment Check 2436 47.00 Lij 0 E- TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PLAN CHECK - NONRES 000/345.830 Account Code Current Pmts 47.00 Total: 47.00 Printed: 11 -12 -2004 .,.w.....o- a::. }.�.x::.., �...• -..,. •.a.:: >�.w..; pia.,:..+.:'.. :'';�y4.- '.n:+u:fil.':1.la.i:,C: i��t[:?o+:: a.n.,t z Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1157200010 15208 52 AV S TUKW BRICKLAYERS BENEFICIAL ASSOCIATION R03 -01465 SKS 1165 BRICKLAYERS BENEFICIAL ASSOCIATION TRANSACTION LIST: Type Method Description Payment Check 2112 BUILDING - NONRES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE RECEIPT Account Code 000/322.100 000/342.400 000/342.400 000/345.830 000/386.904 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 10,495.25 Current Pmts 5,057.75 209.00 4,211.00 1,013.00 4.50 Total: 10,495.25 D03-246 APPROVED 08/11/2003 10,495.25 5477 12/10 1710 TOTAL 10495.25 12/10/2003 02:44 PM $0.00 Printed: 12 -10 -2003 •t Parcel No.: Address: Suite No: Applicant: Receipt No.: R03 -00980 Initials: SKS User ID: 1165 ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1157200010 15208 52 AV S TUKW BRICKLAYERS BENEFICIAL ASSOCIATION Payee: BRICKLAYERS BENEFICIAL ASSOCIATION TRANSACTION LIST: Type Method Description Payment Check 2067 PLAN CHECK - NONRES PW BASE APPLICATION FEE PW LAND ALT PLAN REVIEW PW PLAN REVIEW RECEIPT Account Code Current Pmts 000/345.830 000/322.100 000/345.830 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 6,784.79 3,287.54 250.00 49.25 3,198.00 Total: 6,784.79 D03 -246 PENDING 08/11/2003 6,784.79 08/11/2003 10:56 AM $8,469.25 TOTAL. 1J4,%9 Printed: 08 -11 -2003 4 .:v: tic: Authorize : Signature City of Tukwila Pr'oj.ect Name /' j r. 4 /c,t TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection..schedule.. Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: V Hood & Duct: Halon: Monitor: Pre -Fire: Permits: r /rte A1O /„-- � 7O FINALAPP.FRM Rev. 2/19/98 Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Permit No. i3 2. 7 c 'AR Address / 2O (2 Suite # 7S Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 .kJ..a:.�:.s�v :.i:.t..:.r+.w,...w •...,..�. -r, .......w ., ..:..i+�' -,... . wi..:. ri�x�tkli:.:. Y' .i��S:..`..,. .................. Pt i2 r, Type of Inspection: ; A dress 1 f) l y c Date Called: 05 Special Instructio {� � • 1; r `,i' : ( 0 1... Date Wanted: p Z , sly V, Requester: Ph a o. r 77 35 7 :∎∎44,i :,t:;itAns5va::». " SSL.:i 4 /444awaKC: r.n: w.+.v.K»yrwa aw+wax+�er b++ nifi.�V r1t 7G1 • PoFJfAAJM rCL'£gl "Ei ?:L.4'{.1 •?+7t%taifir 41 b�N INSPK-fitON'NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 OD3- Q sg -3670 COMMENTS: 7-E Date: / / O Approved per applicable codes. ❑ Corrections required prior to approval. J $58.. 0 REINSPECTION 1E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENTS: 1 4'x.1- ' -le 40', , ?/ / 2 'J 2 / 1. -,' r P., ifs ! ,4. f Date Ieli: C g s 4 /D S _ -/,,,„ C f 1 ./1 2 .' 77-e ( r h1 C_.� ,. 4 Special-Instructions: I g e .- `.'"0 A \ _ mac) 94 -7 P` / #7�/,/ iee:0 . /rte = e .I) t , i / : Phone No: ''''`] Project: Ty of Inspection: Address: ! ;D- Ali c Date Ieli: C g s 4 /D S Special-Instructions: I g e .- `.'"0 A \ Date Wanted: ( tM .a�m Requester: fJ Phone No: ''''`] CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 7O ��(c� 3�t PER. NO. (20•)4 -3670 \ — Approved per applicable codes. D Corrections required prior to approval. Inspector J Date El $58.00 REINSPECTION FiEI REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catt to sechedute reinspection. Receipt No.: Date: NEXT SITE VISIT: F mo - 1 -1 . COPY TO: S (_ & . i < l e - 1 - 0 Q,bs'etVQ, eKeava1ip.■ - r o t ( lo in ) dt 7 , 'ler.Me. re I'aiKi.� 41it(I 4 or E: /eI- Aal lb•ee. COAS�v)eleJ by of -4crS • Qe 1di..;,. 7 A-a1/ !S 10, c,o.l .51, f ar e lf Mo5 4 O'C ( \CC4 w/ . ft ce rc_1U - I L( ' 1/ C-1eep PI 40'1 $ /I, ill , 5" ;1 14 CL GS a.. 1- -i ci c iv d. e e e i s a .\ m 0 F 2' o - C I I/ Aso; I f a wta r cr r'�r, !h .S y C -orivr � a, V;)i; 4 V .14 a � r • 7 COO 11,.5 CXco /C[L1o, �.h rt'mve ht e)s I- ;G ro4 ail 4 Ar c/4,v b /of so ;f. NEXT SITE VISIT: F mo - 1 -1 . COPY TO: S (_ SIGNATURE: VJ r DAILY FIELD REPORT GEOTECH . k CONSULTANTS, INC. 13256 NE 20th Street, Suite 16 Bellevue, WA 98005 425- 747 -5618 FAX 425- 747 -8561 JOB LOCATION IS)D$ - 52 •) Ave. GENERALCOtJJTgAC 6r0 GRADING CONTRACTOR fitv GENET ViINTF*TOFTS $IjP,ERINTENDENT GRADING SUPERINTENDENT TRAVEUPREP TIME TIME ON SITE /2'30PM TIME OFF SITE HOURS CH RGED 2 h fa ( Ml n' MILES VISITORS JOB NUMBER R6f. 9S2�7 DATE 2/26/6 DAY OF WEEK Tlt oR WEA r• ER G CLIENT/OWNER ■G Ic.yer � A� I .ed C+a(✓fwvrkers PERMIT NUMBER 1) 3 -25 OF PAGE woft W, • NEXT SITE VISjZ: Vr, ..54, 4 A _LI,..,, 4 I i..! ex eava• took - G. . i / £ fc 7 - 74/.5 vied 1 4 4 £ //a'`r /, , / . 0 0 0 /I' Q n /G 7�vl -1.1y � F Q V, cliff. -//o.. r'r,H /,,r_> is 1•, / Proer SW en C" se° %� .r� i,is Y, Q dt_cIQkgc ‹, -€-' /1 V /pr, he) r -ec4- CCinAA "4,0,e- . oy Sli. -( .e1 77/ S/ l 1S 511,1114 'C O S .e c-•I iZe . t +'h 1 t-14�' 'Y ..+vtt Wei /Pr S.v r i. I li 1 5 _ / C" "of . ie., siir,4 o 1 P' fr', vo•kn '5 d� o LU2 r re_ d,. - , en 1 4 1 , Irr rnr1( %n E' /- /� /rOa b °lr,,, k//'/! /'`' - 7,,ns,, d$ r l^'Ck 11 5 trye "'fit'. Y Pr ✓ ©h i ik, r, C ' m r A. r! 1- Aril / p.. , l p rr ',Ng /5 ceJ r .5)07 - 0 Li . J t ' ''1 f4M 7 NO Mt?. . ,G!Gvv.JhP.` 4. C V%) 4 C A1. ` c4 J./ -be tl / C ee l 1 wee l/ 4 ✓�4[kt�i' //,P,t t r S Sc➢Kci cv ,�� h��'ve �o� �P pied // / e�l�oje s. h to Our op; 04 14., ArD.Vp or It 'z /411.0 .4h �?P4p�7 ('I x•11 ..)C 3 -.sL l ?i t-r�li�w r -5, ✓ / / re, P 1 n; 7 , NEXT SITE VISjZ: COPY TO: , SIGNATURE: 7 / ie n; 7 , GEOTECH CONSULTANTS, INC. 13256 NE 20th Street, Suite 16 Bellevue, WA 98005 425- 747 -5618 FAX 425- 747 -8561 L�Y1f /ua / • C JOB LOCATION )5.21- 52 j AvA S. GENERAL CONTRACTOR Diq A K.rnVp GRADING CONTRACTOR' TRAVEL/PREP TIME TIME ON SITE TIME OFF SITE HOURS CHARGED 2A /Mi lt/ / CLIENT T 1�tut lla /'',r,.e kk,Pts GENERAL CONTRACTOR'S SUPERINTENDENT MILES / /): GRADING SUPERINTENDENT 30 VISITORS JOB NU BER • S - A 6/ 7 DATE 3 04 DAY OF W WEATHER S tir, PERMIT NUMBER PAGE / OF 1 DAILY FIELD REPORT Pr ct: c. Type of I 'o AA - less: Date Called: Specie Instructions: •—'" 'Date Wante • a2j Requester: - ) t Pflone No: 1 1-0 778 3 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 A pproved per applicable codes. a torrections required prior to approval. COMMENTS: frxeprni t Inspector: / 0 Date: li ri $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Pr • ct j Type of �nspectio f A res : ,2....D Date Calleij: Specia Instructions: r ft Date Wanted: .� .. Requester: Ph ne No: ( ,(Q) 1 / - 5 - - - 1 1 Nt3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 t � t Approved per applicable codes. 0 rrections required prior to approval. COMMENTS: f � Q 6 er 2_ Inspector: 5 8.0 EINSPEC v Date //- O 0 $ TIONrEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 1 Pr 'e t: i(K 0 Type,of Ins ection: ( a ,/ d Ad ess: Dat ailed: Special Instructions: 1 ak Date Wanted: (� 0/05 (J Fifin; Requester: e .-- , P r 51: 4) TA 3 577 br? INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PER � .� (206)431 -3670 Corrections required prior to approval. 1 :/ COMMENTS: El $58.00 EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Pro'ect: Type o I s / pe r ct ti io � nn: �� {y/(� Ad • ress• p If r , Q UO ii--M: i Date alled: / o 2 t ,- -:.._. Sp Instructions: 1 Ai f Date Wanted: ( Requester: Phone No:. (L ;cr >> V7 ,..7g -' 77 //6 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. (206)431 -3670 Corrections required prior to approval. COMMENTS: El $58.00 REINSPECTIOI'4EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Pr Typ f lnspec on: Address: Date ailed: , SOU Instructions: •---- Date Wanted: ith Requester: T ( ( ( Phalle No: ^ Doco) 1 INSPECTIO N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (20 )431-3670 EJ Corrections required prior to approval. COMMENTS: LJ $58.00 R NP CTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: SL 4' Procct: s/ J-t-4 ( e.-f Type fsjnspection: __ l _0( IWO/ Add ess: — t Date led: ..../ SpeciarInstructions: /2 42 - )77 fri Date Wanted: 0-- - ,..//...0 et tr:e•-- Requester: I I ( Phon No: \ \ 1 — t --- INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1541 .Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 17-A.0,1 Inspecto1: Date: 1 63 El $58.00 REINSPECTION F REQUIR •. Prior to inspection, fee must be I—I paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: • :.� /2Z - ' Type of Inspection:• 1 Address: �,, ( ,J / 5. f C7 4a - -5- Date Called: ' e.,‹ " 7 C,7. _ i-- Special Instructions: Date Wanted: c� �' a -. �_a.m. �.m. P Requester . l am / Phone No: . -% ?� 77, 3377 H3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. (206)431 -3670 Corrections required prior to approval. COMMENTS: 71 571 /' ) Ig a `TFC) ,Dc .6d Lcr k s e id f2C 7// r E.- ki-7- c loz)rs, . Inspecto S5 I R c pt No.: Date: .00 REINSPECTION FEE R QUIRED.,Prior to inspection, fee must be id at 6300 Southcenter Blv ., Suite 100. Call to sechedule reinspection. Date: Project: r/e l /4 /rf 5 Type of Inspection: 4, . 4V 9 &or✓7 Address: /5 g 5 .? 4de S Date CaII' d: (v - 6 -- Special Instructions: Date Wanted: a.m. G - 6- p.m. Requester: ,6, 1/ Phone No: 076 v -- 7 ?v 3527 Nv ._INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1)o3 -z ° /G I .,.. Approved per applicable codes. El Corrections required prior to approval. COMMENTS: $ .00 REINSPECTION FE REQUIRED. Pri9r`to inspection, fee must be giid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: ` N. X C t ee t` (p f � () 5� t om ` dill co oArval, C l o•t 1 k 'v l 5f <3ro I m0 I L,1.7'I.4,, V4A(."`r' A4,' Ck N e+J f k kl cc ,t .,..,6 -(`.'/ cc ar. - 4 3/6 - Kr.J►,. aft (i LAst Date Called: 64405 .... Date Wanted: Le /3( c6 'a.m. p.m. - 3AD5 - 5 0 c(ecoe ■10/..ink,44.0,1. , oe. f A.- S f l4pc. m /e/3 / 0 5 - v bpi r i 1 OC11✓I•�°r" w/'3 ! Ai rid �t--f� g / 1', ci.1.� q 00 (AN?, CuCh r (n� , P. le /iJc ' i..,v..u. i' c1 lNt'M Project: Type of fnspection nix Address: g 04-1),S . 1S .o 5 Date Called: 64405 .... Date Wanted: Le /3( c6 'a.m. p.m. Special Instructions: Requester: Phone No: --- ' �7 - �'�.577 5p PA (44100 ow' INSPECTION A INSPECTION RECORD Retain a copy with permit - INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: f LJ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: S Project 1 ;Dr 1 c.-1t �. �i e - T pe of Inspection: -' 1 G- :A « ;,"..c,_ 4.-- tv^��.. Address: 1 Date Called: Special Instructions: p Date anted: • -5/7 (---11 -) Requester: ' Phpne No '�T Cam" - / -7c3" 3` ' / 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 Approved per applicable codes. COMMENTS: Inspector: /p! r Date: ) s �J Corrections required prior to approval. El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project ,e^/ ` . dr /r..• ,tI.,J Type of Inspec on: i 414.7/ . / _. � _ -- 1-�.'r4 / v/4- Addr --�^-� / ) / Date Called: Special Instructions: — Date Want Requeste . Phone No: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit a93-2 -� PERMIT N CITY OF TUKWILA BUILDING DIVISION -- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- 670 COMMENTS: Corrections required prior to approval. $58.00 REINSPECTION FEE REQUIRED: Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Proje .-6.6" / Type o pectjon: Address: I ,5 7 4 15 - Z...s --6/ Date Called: " Y Special Instructions: _ ei c Date Wante • � 6:25 Requester. Phone No: INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PER IT r CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1 -3670 EJ Corrections required prior to approval. COMMENTS: /:) Date: 7 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: tC COMMENTS: ! e of Ins gtioni . �� Pau- /, ,z-. t o 6 eo No / 4 et/ i 4 .4 /'( G / ille 6 e� 4- /, Special Instructions: /-;( / . /--z--) /, 4- 171 ' l '7 - h v( ' o Requester: �` Z / '2' , I< /-, _ . tx- ; 5 1 4 -,(1 - /9t-e--, :-.%.,4 A Gig- d /.c.,, . '''''' ''''''. '''' r),,,-,,,„, ...,...(7 ,e » 4 Proj t i /� ! e of Ins gtioni . �� Ad r s: " " Date Called: Special Instructions: /-;( Date Wanted: y5 A.. Requester: Phone No: Receipt No.: PER N• CITY OF TUKWILA BUILDING DIVISION "A 4 i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Inspector;/ t Date: Li v ( 1 1 /7, / / n $58.00 REINSPECTION(FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Date: (206)43 1 -3670 1 P oject: �/( IC f�- ! ( ye. Typ of Inspection: %/1104;g-ARi` �Y / f 41 L.,�1 ` Address: 1aok 5,7i-10, �e.� at Called: 4//4/c 5 Special Instructions: q: 7� j �v S W tire Date Wanted: Z., 4 e 6S a;m, p.m. Requester: (51 rr Phone No: • . - 77 3577 INSP: ION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. `49,z/r4 PE I N ( 06)431 -3670 Corrections required prior to approval. COMMENTS: ,c/a's 1,e,iCilc7 Inspector: f/ 00 REINSPECTION FEE I QUIRED. Prier to inspection, fee must be d at 6300 Southcenter Bl d., Suite 100. Call to sechedule reinspection. Re - ipt No.: Dater Date: ..A..::.te..aurn.'J�ti L,t:: ad•h�{ + , 4J;Y.:d Project: � F ,t, Type o� -ns�tI 1 1.�,...�� 1 kv, Co vim Address: Date Called: t Special Instructions: Date Wanted: a.m. 4 / z /Q.'S ('p:m Requester: ---, b► Phone No: ,-30G �'7 778' 35, l 4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: tor: r A ".) c Date: , z. l 0 S . i I 58.00 REINSPECTION FE REQUIRED. Prii r to inspection, fee must be paid at 6300 Southcenter Bled., Suite 100 Call to sechedule reinspection. Receipt No.: Date: COMMENTS: 4 Ri t• A/ � v>i . r / r 7 ,4 — A R d✓e- cg Address: x aog 5 /'" / � ..? --5W ? /Cl7 1 r <7 / I'� 374'1-/ i LSIJ�t/rJ/�9 _ .4.), P".4-4. Date Called: 3 - Z — 0% L / ? S'7t) /e L, r4 - , / 4'/. 4 j , v /�J4 - ^ 4 // 4 Y .S .L) (4w: / /t/ ! '..." 4, A/ r 4— f -0 S I p.m. s /1 e1'esX1 Jr<�, We/ ` 4 r , Phone No: / ... (V - ) f� /94,e) /i d' 7, Pe' ' 4 �y, mief ✓ ,-W t/ e' ./ ft- e 7 />v4i 07/ �'-- /f�7 -6 !/ ' / ( 3 -2- - Qs 2.-'a , . g. R. /.5-74,V Project: Sri f i! LAy(-s 4 Type of Inspection: _e..... s /;1 /cts /Prcf/I n Address: x aog 5 ilue. 5 Date Called: 3 - Z — 0% Special Instructions: Date Wanted: / a.m. 4— f -0 S I p.m. Requester: J, "-7 , C.J2 /it/A Phone No: / 39 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT (206)4 =3670 Approved per applicable codes. Corrections required prior to approval. ft13 ector: Date: $47.00 REINSPE ION FEE I IQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Pro 1b c- I G 14 L A kl P if; Type of Inspection: C.9 1. A- z -1 ., IQ Address: t 2 o 9, S Z I, t _K_ Date Called: 3 - 9 -0 Special Instructions: Date Wanted: . — c -- — D " a.m. p.m. Requester: i Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 6.2 proved per applicable codes. Corrections required prior to approval. COMMENTS: Date: pr G - a�►/ �'7 --� 3 - �C'a - 0 7.00 REINSPECTION FEE R QUIRED. Prior o inspection, fee must be Cc- J aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: L/atier5 (j u a T A- I l uiA r 1 5 Aircin) CO I n s 6 s p P c..4 -e e, prdv i L . 1-' ++ g V -1-0 b g i 3c (( e_ D r4 f - I m f. S4A - F∎NIC -fig - Vr , is 1_ f Date Wanted: .- 3 ....- f, - 0 5 ii\-. re nYps -;Q►(..i( 0,0M1` Requester: ..a ---- ., / ,=—.... Proj ct: f' iw_11. L/atier5 Type of Inspection: (A) A li 37. KIC- 1,1;115. Address: 1 . Au 4 Date Called: -2 ) — ° _(7, -- Special instructions: Date Wanted: .- 3 ....- f, - 0 5 a.m. p.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. Inspec .00 REINSPECTION FEE EQUIRED. Pri'r to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. all to schedule reinspection. eipt No.: Date: Date: IT,� 4'- 4 (206)431 -3670 oS z ' W Et 5 O O co 0 co W J 1 N LL w O LL? W = ▪ W 1 z �. ZI- W W 0 O 1— W • W I— F u. O w Z 0 ~` z Prg9aa ct: l5 r 1 c L LAle 4 > Type of Inspection: c r 1 x ,. Address: Date Called: 1 c Special Instructions: Date Wanted: 3 I, 1 a.m. E7 p.m. Requester: Phone No: (0 " - ) - 2.8-:357 - ) INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ®.Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PE (206)431 -3670 El Corrections required prior to approval. COMMENTS: 1 spe or: Date: 6 /0" .00 REINSPECTION E REQUIRED. Pfior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Pr Ac -rio . \_�41.1fr3 ) , P Type of Inspection: ��C ecn. A An"D�6 Date Called: i 0 i05 Address: �'� 1g,)..n 5i A0 Special Instructions: Date Wante 3 C1 � v a.m. P.m. Requester: � � � 1 Phone No: - n (0 - - 7 7R- - 3577 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPE TION NO. INSPECTION RECORD Retain a copy with permit i�a3 -a�l� (206)431 -3670 EA - Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ,(Yfk Y,f n I tNi ( - 1 . 4 4 - V / 1 c) VY" ■( v p 1>°Ar I spe tor: (,.,,- Receipt No.: Date /f) f 4700 REINSPECTION FEE REQUIRED. Pri9 to inspection, fee must be aiq at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Pro' ct dc _ ! 1e - Type of Inspection: r'-0 / (i Address: D to Calle 1 Special Ins ructions: p Date 1 ).1 as , ;.m. Re ester• i- Ad( lis-fc Ph a No•11 _ ii2(0 77i I3 - 1 7 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD D �'� � Retain a copy with permit ` PER N6, (206)43 1 -3670 Corrections required prior to approval. COMMENTS: F :14 a ►,l t7 t — i 1k t v.l ti l L b hc / t '-ree (,01-71/ ('t 12tr! e. 4-1 Date: 58. 0 REINSPECTION FEE R QUIRED. Prior inspection, fee must be pai at 6300 Southcenter Blvd., Site 100. C It to sechedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: Address: l •=2_409 Aio' 0) NI 01..1 +3 g.1/4,- v i ,a SpeciarInstructions: -4 r r.- L S 4-,,kc 1.J ( 1 I -ii( si Q 1' f P(O�� 171 - •c 77 ve..,0;1. ✓c +0 1 -r' o -S+N Pro' t: iaji,j, Type of Inspection: Address: l •=2_409 Aio' Date Called: I(5"il /5 SpeciarInstructions: Date Wanted: / ` itP / P'i% Requester: I -ii( si Q 1' f P(O�� 171 - •c 77 Approved per applicable codes. Inspector. Receipt No.: INSPECTION RECORD Retain a copy with permit - -INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 f.t . )CA PERMI 2 i 6)43173670 Corrections required prior to approval. Date: I - - $ 7.09 REINSPECTION FEE RE IRED. rior to inspection, fee must be 10 6300 Southcenter Blv5l., S 'te 10 . CaII to schedule reinspection. Date: SIB Pr eect:, t Type of Inspection: • Address: ) 2c�g (2 qv� S e Date Called: v 0._ io Special Instructions: Date Wanted: k l 6 101 a.m. p.m. Requester: ,Phone No 204 1)6- 3.5-) 7 ❑Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D03-2-96„ (206)431 -3670 Corrections required prior to approval. COMMENTS: Date: $47.00 REINSPECTION F E REQUIRED. Pr or to ins ection fee must be p d at 6300 Southcenter lvd., Suite 100( Call to schedule reinspection. Receipt No.: Date: Pro ct: / J ( I / Type of Inspection: ~ rit r� i ( f /N Address: O K Date Called: l a (is Special Instructions: Date Wanted: { 1 Ci.r. j P.m. i Requester: . / (( Rhone 7I 6 3 511 INSPECTION RECORD /Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Do3 ---?/ . , s PER,yJJ N% (206)431 -3670 El Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: (21) 12_,)2 - (la.0 Ir spec or: /-y Date: t b 87.00 REINSPECTION FEE REQUIRED Prior to insp ection fee mu be ald at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: \ c` . (9 - , 02}-6.-- J Type of Insp ction: , Caq Ire ! 4. Da e Called 1/ 4 Ad ess: ;c C) ( A o, Speci Instructions: _ _. Date Wanted: / J) '( Requester: n • (( e; c- ffi 1 ! P r ig No: .o��r � ` INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. D Corrections required prior to approval. COMMENTS: 1-5t K A. g :.w // Date: -7-3-e- � L� (�` v u V $47.00 REINSPECTIOP44 EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: Z =Z w 00 CO w J H � W O ci tL = W H Z � Z 0 o1- wW u. O U.I U OI- Z COMMENTS: Type of Inspe tion: 6) /20 /9 2 E,e) T,ems s c• 5 .r ./9 ,ee/� Date Called: ij � (I I Spe is Instructions: V ,Q sP ✓lei it f -e AI ) - 2l e ....- -5 �� )� ` F et)L ) ....7_— 5_7_7 / d)r . • '" eo P , Lc• 2.:),,,c,,-,c - 0- r'' /,9 7' t7 / 67 / , ,✓ rte{', -,si -, ' c , Prpje t: Type of Inspe tion: Ad: res f ,. r l Date Called: ij � (I I Spe is Instructions: V ` Date Wanted :' 1 1 D U a:m. p.m. Requests -5 �� )� ` F et)L ) ....7_— 5_7_7 30 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Ei Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PER N (20•)431 - 3670 El Corrections required prior to approval. Date: /A /' /1)/ $47.00 REINSPECTION FtE REQUIR D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr fj- cti .1.1' _&4.114 Type of Inspection: LAO fi J —. Date Called: 0 Li As dress: 15 5A /4" i c, Special Instructions: . Date Wanted: oart-.. Requester: (1k ViCtt IN Phon -■ vNo: (20(.071 29 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. INSPECTION RECORD Retain a copy with permit (2 )431-3670 Corrections required prior to approval. COMMENTS: P44,. 0 — (IA tt, 1,11 ,o9p A/oi d i.#'1 (Inspect Pr" Date: 4 dv/v/o,/ 00 REINSPECTION FE REQUIRED. Pr9f to inspection, fee must be P d at 6300 Southcenter BI ski., Suite 100 all to schedule reinspection. Date: Re e pt No.: Proje : , fA Type3f A ddJr+ess(:/�y/,� / J 7' y�Jy /[/ W,� �� // &' _ ' S Date Called: /' V r r O Y �"""'• Date Wanted: f a.ny Special Instructions: — a2.17'" :m. Requester: 1„ Phone (.�/,(�) 7r- 352 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 3 0 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: ,4J9f 0 /;4)- - i i. ► 4 , � P Date: — 07- EE RE $4 .00 REINSPECTION Q UI F Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suife 100. Cali to schedule reinspection. Receipt No.: Date: Project: L Type of Inspectiioon.:: , • Address: Date Called: 1 Special Instructions: Date Wanted: /O a/ P-4-'04-7 m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: P4 S * ( ,1 � ��:� ) L, 1 $4.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr•ject: :.►_� . 1 _ / /, T pe of Ins• tiq ` L_ b f► 1 2 L/' A ' • res .) ' e - (,)-- " 1% . Date CaIIe ' . f la ) 5/O Special Instructions: LeL ` `,- f r ii 1 I Date Wanted) ' a.m. Requ t�r: ( P i L (( P one No: {'�Q D c� ��l' 7 /) _33.77 INSPECTION REC``ORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 S&ithcenter. Blvd., #100, Tukwila, WA 98188 (206)431 -3670 D Approved per applicable codes. Corrections required prior to approval. COMMENTS: F A - • < 1"t p"Do tr $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Prpject: Type of Inspection: Addre 7 5 g 4 z Date Called: J J� aLt Special Instructions: Date Wanted: 1 / 0 `p nr b c, Requester: , I „, Plione No: f'7,00\ 7 2 2 '3577 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit N43- INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20: 43 -3670 'Corrections required prior to approval. COMMENTS: d 3 1 1 - w ( p L` - - - L 4 . `'y' ITD.. '. S-ee. c _ , 'rA. «g-c0 1 n -- nspecto • I Date: J ) O /, /,,t.; El $ • 7.0i REINSPECTION FE REQUIRED Prior to inspection, fee must be . id 6300 Southcenter BI d., Suite 1 0. CaII to schedule reinspection. Receipt / No.: Date: fsts Projec : . , Type of I pectic), %.- ' `r Address: (/ / Za8 ,5 v Date Caller: 9 — o 5'' ._-_ Special Instructions: *4-7/ e`ildZ�isc G / /.DU�•rn. ,Da.(7-e /47 ! %J�c l Date Wanted: ( a.m. `pin' c� �d '� Requester: , ' Phone 77 3S 77 INSPECTION RECORD INSPECTI Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 S .._. COMMENTS: () 6 c 5„e/si3O0.4 S 4:eel 74 4 LI Approved per applicable codes. t44 Corrections required prior to approval. n $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: kr COMMENTS: ,X-. i 8 /„,/ 4 e 4 .r Date Calle : 771 Sp cial Instructions:, ;106 ,tf'i► / I 1'7 �Y f g,..a...fff . /(.re /e., -4,r2 , . Request t L( 1S 0 1t11/ Pho7<.-V ic) 7 ! .....35.77 +'. 3) hie Aildt.S-7/- vz-, `S J i i) l 1P r lr�1f.r Cr)i — �v _,2 J ,.. _._. j.__ -- 1._..c__. f Pl i es ` �f V I / A4 f Sc L d /, 1 r ject. ( i Type of Ins .ection: • fr - •i Address: 52 fivS Date Calle : 771 Sp cial Instructions:, ;106 Date Wanted: ,.... ou. ,m ‘�fyl,7' 01. Request t L( 1S 0 1t11/ Pho7<.-V ic) 7 ! .....35.77 +'. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (20.)431 -3670 Corrections required prior to approval. nspector: Date: El $47.00 REINSPECy ON FEE REQUIRED. Prior to inspection, fee must b paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proje,gt: - j /Pgicitku4..e-is T .plof InspectionL. / " c-- I wirr / t M(Sheal Address: /5 0 ,4'e 5.. r ate s. Iled: giVaefi Special Instructions: Date Wanted: 619 'i . .. a.m. Requester: - if s Phone No: 77g , 4 -4;44, 1 1;.,gai r INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION Do 3 . PERMI 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 ) 3 - COMMENTS: o vvi 4 Approved per applicable codes. El Corrections required prior to approval. Inspecto p m Date: o a0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 z Lu 0 0 w 0 co ILI LI.J -J U) u_ uj 0 g I Z 0 Z uj 0 0 o 0 1- uj I LU L I 0 ▪ ( o z COMMENTS: / ) I.) be id p\ wOd c J) � 1-4.) i ■r(A 1010 ( S Addr /.. -02o, , cy-Pr 4.1c.,i id, 01 s`Io s, ■ Special Instructions: ) 11\3,S1 h7 l Si ra4a Ovrt v'' 004' Date Wanted: a - 7 — ca/ -P4tY( / 5i I '1 e. in■v AC (-c Requester: I Phone c7 ) 77p ..... / Proj t: ' / ) Type f Inspection: / c - t- Addr /.. -02o, , 6 s, Called _ 3- y Special Instructions: Date Wanted: a - 7 — ca/ Requester: I Phone c7 ) 77p ..... ai INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit • I PERM El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206)431 -3670 Corrections required prior to approval. Inspector:''" Q Date: -- 021 Receipt No.: Date: Project:) / / - Type of Inspecion: '- ›..•:?, r - • t•-•-- : ,:2-•._• •,- .,/; 7 ez..-: .r7,,„< Address: /.5-ze)eg xi . Date Called: t --- 6 - e ) 4 / P Special Instructions: Date Wanted: c 7- - </ a.m. (.1-.3•111* Requester: ,-, •. ".,, .; Phone No: c* .-.- `Y i /ef -- 27 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 -2'/ Approved per applicable codes. Ei Corrections required prior to approval. COMMENTS: da.e....ceece:Z S e i r ") erwr Ah) 141 ,s4 S AI 6 Inspecto 4 J- 0 REINSPECTIO id at 6300 Southcent ceipt No.: EE REQUIRO. Prior to inspection, fee must be Blvd., Suite 100. Call to schedule reinspection. Date: 55 Project: OA 1-C.I( e,c, I /PL.L.4/1--- Type of Inspection: F (-44 Address: 15a0/3 SZ,ve i+v_ Date Called: cq (211/4a `/ Special Instructions: Date Wanted: / (/ ci/ i V I a.m. P.m. Requester: / / X (lyJ) Ai... Phone No: D�3 - Z yC , 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 Approved per applicable codes. COMMENTS: El Corrections required prior to approval. I( 9 It" - -Pb.)-ytA T— P o c GV &--Q --FeAida I sr ccu_e c k P)/t---L4 — �-tll� ul C) Inspector: Date: 1 ► J El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: _ • ` l 1`, ,`. V". t4 ( iljt1 St IL( C'. .. ,_} - . Pr t- 4 _,%- P o e T t c: r -. L,,,,-x ::. (AA.. t 4-t., l ,t . ,5 '' .- A c, r2... a 2 tkit k \ Q t .A.,-` 0 6 1(-_ i • I tt ,1 q / r {.A,�- ¶ 7 I. �, " , �'f�•.' J ,..„., ..) ;. .n , (' / i ) rte` , ( i f P. oject: Type of Inspection: _ Address: I' 6 5.-2N6 C'. Date i. c/ d J t { ( 0 (( Special Instructions: Date Wanted: 4j 124 U a.m. p.m. Requ ster: • Phone No: • •k44,1; bra F... dL :: {fi i f 4■,:ti .✓314j'; '.c� �% fl .N.r0.ii4��1.:,t�YU,� Rftt INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. El Approved per applicable codes. El Corrections required prior to approval. Inspector: (J Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: I , N Type of Inspection: A tb 04 y t€ th L4sy, cm,,,, QQt ` � (, ftlN2.(., dress: Date Cal AP v!duci l N517\ (1G) /1 �j o t4OJ P S ecial Instructions: p r / -0 ).4-1 j �'J� 0JAr -- to (d , 1 CO �, ,f L. ` te& Ci&'rrI'N eV 4 t 64, .u),,,\ L ! it Ai. LL t 1 61r - e�l ... .. 4 f i .... IMMIIBMI114Hra c 114 • ./ 1 I _ � � J 1 ? 1,; Q4 i.a_p . t (, .- ) 1 (r),,, A $ e ,0 ,(1 5 4 ` . f .4F- Too r f».?.- .44.. I N. . J4 - 1 1 >J* <E",,, F Project: {hl I , N Type of Inspection: A dress: Date Cal 't S ecial Instructions: p Date Wanted: j �'J� a.m. p.m. Requester: Phone No: a INSPECTION RECORD Retain 4 copy with permit 90; -z'i4P PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. 0 Corrections required prior to approval. Inspector: Date: ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: ii < (1 ,{ / . 1 Y n, "Al 'P ti 94 e'. -1 e v ; U w ..J , (5- �nn �- - 1; vv, v ol7 ?VP GI p pY(ix1.rf9 ?G In /J ( a. ..-e9y p • • Reques . . . .� . �� / Pho a Noo: Pr� ct: ,CE/2..-tar-e-- /� 4 Type o ,{ / Address: Date Call Special Instructions: Date W d: _. /J ( a. ..-e9y p • • Reques . . . .� . �� / Pho a Noo: iq INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 proved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 0 Corrections required prior to app•oval.' Inspectors Date: -- 3, El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: Date: ..G'. ;:S:i �iV',nia � „- ui,++nl.c►; t...i'�aii %'.��iyv�y,�c' r• �� �.:;.;7E'I�rik�e�i. ,r,..4i+Ada�)tPt t.s,,,, Prole t: / . 7 /1-7,/,/P----er-_ - , Typ!ee �pf Inspection: Addr €: a., Date Called: pecial Instructions: Date anted 7 ""Q7 P.m. Requestef „ , Phone No: - ` INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA' BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. Insp t or: • � lt.. 1 47.00 REINSPECTIO J PER O� rI (206)431 - 3670 El Corrections required prior to approval. COMMENTS: cg P r Co. , h ,4m. -% w ,' /. — et R R . g. S T Lief 3 6 /1/4! S+ r F At O Cc) AI P. r'N Date: o y 7 • nZ FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pioject:, 1 ' < Type of Inspestion iGif9..,V Adds 1 Ci Dt Called: / 7 ( CI- oit Special Instructions: A-A jo, 1 D aim ate Wanted: (a - 7 11, j p Requester: .-- t ) , f5 A seli; Pho;8o: „ .... \ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Dv3- Lo EJ Approved per applicable codes. 0 Corrections required Prior to approval. COMMENTS: ODSp-tA.- 44 t 2 a4k c Date: / 3 •-• $4 .00 REINSPECTION FE REQUIR Prior to inspection, fee must be d at 6300 Southcenter Blvd., Suit 00. Call to schedule reinspection. R ceipt No.: Date: Project: ( j r 1 ' e < < . - L.Ac s Type of Inspections 'Fo o4 . n - j , N Address: Date Called: ( (L _ O L( Special Instructions: Date Wanted: 6 0 -- iLi r- a.m. d ci p.m. Requester: G;II Phone No: 4. 0 — 77o -3.7 .•_ Vu@a+gA:z; lb�a+c'vraa" � r#.',?d.,i: Ykwirs:�4tlJ.t. ,Y.Yn� ��.i>v�n«.»wr INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 03 --az &. (206)431 -3670 COMMENTS: / 6.q // frz, / t k Corrections required prior to approval. Date: ‘ 4(1 44.4j2 $4,R EINSPECl1ON FEE REQUIRED. Prior to inspection, fee rntist be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro' c Z bOype � � of Inspection 7 t i A ress: ' i52- c Date Called: // Special Instructions: Date Wanted: a.m. << % .' i p.m. Requester: / . it L,..--' • Phone o: i5 +fit 4? ��i�i t :.iu1�4'u.i INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Do 3 c( , PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: 6119, 6 Sc ot tit r . 0 tR. it) 0.4-77 7tt,Lu 7$d D Inspector: Date: 6/ Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: ; f r01‘)/ Cpl y cvt. / I ,,a „, w z F 7k. GO I 7�°, z 5. _t. 4 , R74.1- C_ At b. . .- t C otdAzii (.0-, it zi, )Tt... y o �c ... 'Rate Called: . (1 11 S. 7 tee..., c � .i., 53.74 3 J Special instructions: f i , f _ -- - i ' ' f r Project: ; T pe of Inspection: Vl Address: }' /5 . 2 nro ' Si 'Rate Called: 4)/i /c1 Special instructions: , Date Wanted: i ' ' f r a.m. p.m. Requester: t { f';ie., Phone No: 5 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ,INSPECTION RECORD Retain a copy with permit 4 0j3_2 q& PERMIT NO. Corrections required prior to approval. Inspector: Date: lo $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 190. Call to schedule reinspection. Receipt No.: Date: COMMENTS: aa` "i/ 4 / 0 1 / / i .19, a 5I "+ rt/ (4,4 r .. 1 61(h. -m P/m liu._ a/tak_ e l F"fesr ace cr A 1,,c 4,2s L.r / / Ora' i hkv, , 16UA —M.)%, . ivi /5" '—T 74% . 1476;A. i. ti o.4- ati...,,,, T d , 5. - 71 G 11Li w-.4 s? si 4x• a ga . J s0J-1,c 4 A• /f a.m. p.m. Requester• /// ® ( ,Q is/l1 Phone No: Q 7 --Z Z _ ?7 Project: cit4ilY r aa` "i/ Type of Inspection: Address: 1 5" 5'"a_ S. Date Called: � 71‹ 4 1 Special Instructions: Date Wanted: // / 6 . 7 —'3) 0 a.m. p.m. Requester• /// ® ( ,Q is/l1 Phone No: Q 7 --Z Z _ ?7 ), Approved per applicable codes. i).3 2 4 4 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 Corrections required prior to approval. Inspector: Date: 6/ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 11/ COMMENTS: , / ' /14 tom- Type of Inspection: ss Address: /'-2(X / U f S' 'N° Z,Pt C Pipe / / %‘,/,6 � L C cll. dot o 0 2 'C_ o L 2' "V C , 27 x 4 ;4i,4 -1 7 5 fig, cal . Td � r Request /r A 5 // �fl J l +(( ( . ..QP 0 O " i , 2 - c a 5, j acr:in 1 iiri),:..✓ / C_LIt ch.-fi A,-1 I /). Yu�Y ' 1 J ` I ( 6p-1 / -, ES . Pyjec� i„ `l i ! GA , / ' /14 tom- Type of Inspection: ss Address: /'-2(X / U f S' Date Called: i - � `,`' �' Special Instructions: Date Wanted: if a.m. p.m. Request /r A 5 // �fl J l +(( Phone No: 7 7 , 3 5 1, 5j El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit ■2)0" 2 - 1 1 6 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 p Corrections required prior to approval. Inspector: V Date: f/ El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: l ! tyv 4r ( p61:0; C4 44 R 7e / ( 7 1 ki /2-4_4 4„ VILA/ . 7 o. 4 f / / 4f /z 1, fi I/4. A4 3. (7,;1freedi e: / rf /4- 7337 4- L-/ ).- 1 � IBC r C l 7, ( -7 . - 0 /) ti hy rte, 1 A,1 c.�....1 C ? /�- -t is , / e? ✓ -' / •." pVC f .A4,1 CI /i2- - 7/.60. , ng re) Project: Type of Inspection: Address: 0 /5 20 5 A4 3. Date Called: 4 y / Special Instructions: Date Wanted: a.m. � � / ` p.m. Requester;,, �� /p e i U. -Nia Phone No: / Vd. 3-2 -V 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 El Approved per applicable codes. E1 Corrections required prior to approval. Inspector: Date: L/qJy $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: - 4 /V f . co 4 ?5 s -y t4- ,Q /?LT / z'',o(lc coAiv tv /tit( V/LL:07, '7 S" 9 syro,g C o P yd A . - t� 2 E5 tr 4 f 1 e 7-tino 4< Ff %) , I cel 66 Tire / k,7A/27 & 72,0 Request p Phone No: 7 ,0 Le 7 PM Type C lc I - e spection: �t`I zii t A , /1 Address: tso r ''iAv.S. Date Called: c- P1.Eo- Special Instr ons: Date Wanted: (" m; i Request p Phone No: 7 ,0 Le 7 INSPECTION RECORD Retain a copy with permit -D0.3-A s INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fie must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proj •t: . r Type opxispection: t Address: t Date Called: Speci.I Instructions: 041/ Date Wanted: .!m 0la1n!j p.m. f Requester: ! II "PI,cs'' / Phone No: j 7 •— 7W 16 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 .6)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: --\ or p /nl /P viS Inspector:" r- ��� my Date: w_ ,Z_Q $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z W re 2 O 0 (n o. J = • u_ w uQ co I Z = F- w • w N • F- W O r- - - Z U = 0 F". Z Pr ect: i �J�. t; Type of Inspection: j. -i GC') iv }e A ress: () Date Called: al�, Specia Instructions: pow /l. Q 7 �p ,j A 4, lN, ' l bate Wanted: cJoll 5/0 �; m p.m. Requester: e_ i ! � "i f � b' Phone fro: 3- O LQ - 77 "s — 3577 ►s INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. COMMENTS: IttrNi \rnk A )(') C °,n c r iA S �..�g yv,p \PS CD Inspector.' E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit El Corrections required prior to approval. Date: 5-2c- 0 L' Pr ect: ICV 1 a.rleric 1,1,14' I O+ Type E Inspe l s�u� _tion: Y�� �vc�► r Address: Addre 12-0g 52Ad ,Q s Date Called: 5//4/°4 Special Instructions: � � Date Wanted: ,�- // l/, /6/ a`m�, p.m. Requester: Phone No :2ne+- - 7-7E- 3s i INSPECTI • NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 *proved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMI +. (206)431 -3670 El Corrections required prior to approval. CO MENTS: e■ A. \I„A__Ag.loGL • Date: 7.00 REINSPECTION FEE REQUIRED. Pri r to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. all to schedule reinspection. Receipt No.: Date: c PS Pr•j-ct: Typ of Inspection: Address: i Date U :lied: Special Instructions: ppt.,(4. D /0, A-A--i "C. D AM Date Wanted: 1� h Lf a.m. Requester: q a i Phone No: alp - - 17,1 --3 S77 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 Approved per applicable codes. COMMENTS: AA (K � S► les C61,0- A )e) COinePrn 203 -4y@ Corrections requir'd prior to approval. Date: 8 I r_ 044 ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Prog , , Type of Inspection: c_7):2-12e , CCesite.<4 Date Called: Address: , Special Instructions: , • - .•, • Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D Approved per applicable codes. (206)431 Corrections required prior to approval. COMMENTS: G kc., LA) A-AIZ � Y\ M C) c()r\C-etv\_5 S r - kor,oVe ra 1 Inspector': ) AJV Date: )— El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • ..<_"•;" • . i 41,17' • '„ '•,-,"` • •• • • ' • • ' • ' • Project: Type of Inspection: - Address: Date Called: Special Instructions: Date Wanted: .` ../ (;) r/ a.m. (p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 . 5tApproved per applicable codes. Corrections required prior to approval. COMMENTS: j e,(A S � � r� -t G r r AP CI V r at \ ; ; , V N W . k A00A C , Inspector: Date: S )-� ` O Lt El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: Date: Pr 'e ck1 iejlo ��� Type �sfilnsp o !!�t'" eiob s JW Ad ress: Date Ca It ed: ta2 i of t S eci aflrfstructibns: p e 7130etas-% APrei _ Date Wanted: Ls, a ,7 �, Requester: r-41( P hone No: , --436)- 71 '� - T 7 to INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 i - PE.t T O. (206)431 -3670 El Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: AA ft.. cyv S f-a lt- 7 2 7.00 REINSPECTION F E REQUIRE91rior to inspection, fee must be aid at 6300 Southcenter lvd., Suite r00. Call to schedule reinspection. Receipt No.: Date: Proje • �/� // // eGG /1//,� Type of Inspection: ��Z�iGd/ vi. /,,34, e Address: ot..52, s Date Called: zi- may Special Instructions: P O7/4 n l o ',L� ..• Date Wanted: > a.m. G `�4 P•m. Requester: e w Phone No &0& 0/0 - 5s17 n.n.aw.r. +tiw..w.wwnuu r; INSPECTION NO. Inspector: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: des\ \c no S1 '1 SG Co s '�-- -VamSr PER 206) • 1 -3670 Date: ) ' El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr ct: • 5 7 -, y4, LA66 r, yfkc i v te e 2 Type f Inspe tion C.i S ; -4 / A in .05( 524d /Iv Date Called. N d P2 o 3i-Erns No r.aA . Special Instructions: /) :D !! !' !/'L t /t. d, Date Wanted: 1 Z-' / / p.m. Requester: Phon r " V 7 70- 3-S COMMENTS: 4 • 5 7 -, y4, LA66 r, yfkc i v te (, Yg,q.v Je ' / c9lt S ; -4 / "l-vs ..•e4u-■,, N d P2 o 3i-Erns No r.aA . spec or: Date: / 1/ uC.J'iti4aa �itiu 9�.cc. A Nti1p:Y INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION El Approved per applicable codes. PO - ate PE 6300 Southcenter. Blvd., #100, Tukwila, WA 98188 (206)431 - 3670 Corrections required prior to approval. 7.00 REINSPECTION FEE RE51 U!RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro' ct - / 1 ?it Cl / — ! 1, ' Typ •f Inspection: (.4a - .2 Address: 15i) )- 4v c Date C lied: qi Special Instructions: A A A 704, / 3 OY Date Wanted: L ��oy C ,- p m I . Requester: ' Phone � 77Y .ii...a {41rh.:. SI.L..wUF:344::r INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM N (206)431 - 3670». 11 Corrections required prior to approval., COMMENTS: l�f Date: / l � y a .00 REINSPECTION F E REQUIRED.? f or to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • Pr : Type of-inspection: ,, • Address: �/ �� /5- � Date Ca lled: 3 - 3/ Special Instructions: ..4 Requester J ©tt i2 � 7 - , ,i, . Date Wanted: a / r� V m. ,}p. 2- .. Phone/No: ( ..Z26) , 7 7 oe ,.5" 7 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PE (206)431- 36Z0 �:•., ;.,. . Corrections required prior to approval. OMMENTS: 1 t l)r1 ( 'p'j ))So) \r uact t \ Woit1 Souk, Inspector:" Date: y` ` ! _.O 2-1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1^r,421 Pr ject: IC �. ((A.MeN'S Type of Inspectjon: C(. it' l� ? .2e C. / e c A'd50g 52nd ` s Date Called: 3/� Y � 17� „ 1 Special Instructions: 7 (' ocfrui\ - ' 3/30 4 -y✓), Date Wanted: � ' /Piaq- , J ! a.m. p.m. Requester: /! 1/916. 7" / / / ,S±i;1`. Phone No: r ;(0 - 77 8— 357 ''` S INSPECTION NO. INS CTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 DApproved.per applicable codes. nspector. El Corrections required prior to approval. COMMENTS: AA R *r,c;1- c cm S i 4 Irv nI _5 CG S - A ) C I Date: i 1_ 01.1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite/100. Call to schedule reinspection. Receipt No.: Date: P/r�ect:: / �� t /� 1 A. /Ll 1 �-/ // �S /&/1 t Type of Inspection: r L / .a.) ( c C .0 Ad ess: �f �� ��, 5 . Date Called: ..3 ..-.07 e7 ' 1/ Special Instructions: �� '` /3 to /a ~ B2 /Ck IL;',-5 Date Wanted: a.m. 3 3 -� p.m• Requester: f /64.. Phone p7o 6 1 77, LI Approved per applicable codes. INSPECTION RECORb Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: r) ,n S i P - ! - car C M �) Inspector': - 4 ..re AJ Date: 3 0 ' El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Prp� ject: =� �-'�/I L k--1 Ty of Inspect'on: A�v � 71 J� /t4 Ad re35: n 7.. / Date Called: 3 / - 2 . /a/ Special Instructions: 9 L4 J. l o a.. rAy t... f s e. ' 172.6, , , Date Wanted: f/Q P.M. Request Phle , 772 _ zi .:_._, , ,.....„ ,. ,, f.i; t v� `fmi«� •t ws ■3%i�vn.'- a'"'r�;ry: ' : ;S� +tw N� ` u ti WCAfiC v2ai Y�. f.' i1.. 4 + �3iG.�d4.iU.11we�l.tF.;.'i ^aai. 3 .1.)&5 PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. COMMENTS: 1 1 b ,L 2--Q-12 C cr isp ctor: Cott Date: 7.00 REINSPECTION'I:EE REQUIRED. Pri r to inspection, fee must be a id at 6300 Southcenter Blvd., Suite 100.; all to schedule reinspection. Receipt No.: Date: VS COMMENTS: .. �- 7 ! .� C, --f 16 ��r kr.,f d7, //' if J ,- - n.., i', ."---- le2 Date Wanted: <---6-41j;: � ' f�L G p.m. ~ !! f f� ,( Requester - I-S!ll 9k one No: 2--0(i 7 ' 7 8 R 5 7 7 .t., e -74- 4/4//..... Ac.--s. 47- i ig e , b e-,1 1 .09...1 ? ! 1 h ri • . -t. L a c r/ 4- 4m�/' s /t. Y' v /--- --) 4/ Pr je�c , i t �'!C_I�1 1�4 • Ty e Inspectio 1 , 0j ' 7/ G(/r7 c .) /i1 (203"-- A dress: D Date Called: ,_, f Special Instructions: n' � 0 v1 t 0 f 6 a.../14/ 44—P—S ` t %i� Date Wanted: <---6-41j;: � ' f�L G p.m. ~ !! f f� ,( Requester - I-S!ll 9k one No: 2--0(i 7 ' 7 8 R 5 7 7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 •)431 -3670 Approved per applicable codes. Corrections required prior to approval. Instor:1 ---' Date, ,r 3 400 REINSPECTION F EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: is Z = I- Z W 0 No CO Ill J H a. W J N d W 1- Z � W W U _ OH W W lid U 1r z COMMENTS: Type of Inspection: F 4 AdOess: 1 5 d'0 S 2N0 A V- S. Date Called: T f- 0 Special Instructions: Date Wanted: V 2- / ! t ,_x0 4 k.-e-1)-e. 5l ‹& ti. lm (tin) tJ 1_1 l to c,v "ti o Tic ! Lt Fo -,4 u of' co-() di . &c t �� W l Project: • Z L fy uNio limn) Type of Inspection: F 4 AdOess: 1 5 d'0 S 2N0 A V- S. Date Called: T f- 0 Special Instructions: Date Wanted: airii: 'z, — 2 — 0 ,,:,, , : P. m,. Requester: Phone No: �~�,,4:, >: —t . ,, —77 3S7 '+;:;.try.,.�?...:..!...h: �ti+ � `�'� �..,. >�'�s•'�`, +� +..7', - ^'� kt,'tiq.•..,;� �y. :w y:wi"` ".=il` INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a' copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D 2 2 -9i) PERMIT NO. (206)431 -3670 El Corrections required prior to approval. Inspector: A Date: /)L/ El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of lnnssp_ection: ,_ I t) s kkk( 24 v . -51 - ( N �, .. ,r4i !^ 1 () , • di', W i "c c}c` f.�.�.r G.7`c.�rx --� ' /. u J ./ /7 -2 4 -1 .1 A A 1 7) -A t i II,l r1 a4' / .414 4 9 7:e-eii a Si .- /2) ii/f r I Alt 1, 10 --i. ,/1- t&iJ ' COS 1 , VoV (:07‘.2 � 9 4(r ..• Ir i e1Q VYl (.(4 Date Wanted: , Uri P3 tog a.m. P.M , Requester: ►11 Project: Type of lnnssp_ection: ,_ I t) s kkk( Y 1 CK) <«/Pf > Ad r ss: � ) a v? Date Called: a'v�� �U Special Instructions: l►nC> t�nsr e. 1� -x.l' (1 - Q s , i - cen t e (/-) • — Bt ° di� s e t uc(Ie a lay Date Wanted: , Uri P3 tog a.m. P.M , Requester: ►11 • r te Phone No: ^'7 ea, �SFS« ;w i��4d/4w. ? "!tV.• 4"1 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 El Approved per applicable codes. Corrections required prior to approval. Inspector: Gv Date: Z/y /Xy $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: R eeilet.tied 6(4 1-7?/r'11 krill , 66(/itJFA..S 0 ( S 4�;►ip /.1/ /.� e-,a - JJ --/t) /A S . 7 7 ,"o-�i S / U Address: . ,4S&Z Date Called: Special Instructions: / �/ / ` j f , j 7a -- Date W nted: � /�-- -� C a.m . p.m. ____ \ Pr / ol�ct: Type of, nspection: Address: . ,4S&Z Date Called: Special Instructions: / �/ / ` j f , j 7a -- Date W nted: � /�-- -� C a.m . p.m. Request r: l Phone 72f-' '.-- 7 4Aura ik INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspecto INSPECTION RECORD Retain a copy with permit (206)431 -3670 O Corrections required prior to approval: , / Date: I 4451 S47.9 REINS FEE REQ IRED. Prior to ir pection, fee musf be paiat 6300 Southcenter Blvd., S ite 100. Call schedule reinspection. Receipt No.: Date: C OMMENTS: Type of Inspection; P (r ') Address: r ?o8 ' , 1 IS /z $ ue 2// is y - / l .4 / -t / (2.(`eP 0-4 5 C 9 t-(1`4 Cd / Date Wanted: / r� 9aR / gk PA ()O . Re ques er 4 i ► ! Fia i t — 4c 64 7›.-144-0 57'4 C .c Phone No: - -- 7 7 Gg 06,- / - c.35' 7 - 5 � y ��//�� r^ �n.,e�'s . G toc i (1.-(,,,,_.e w � JvCA / T i 6 al -or)-L 4AL,c4- _rid taik 8 - ,5 / iie__-f' h/�0 l ( P1 / a ' / !.f/1� //1 IV I-Ji' 5 r --Y Proj t: t K_ 1 ' Type of Inspection; P (r ') Address: r ?o8 ' , 1 IS /z $ ue Date Called: 00 -7 / Special Instructions: l n�1 / 0:0 t� C` O' Y I S f , l + 4 • at l I ` —I ,i �C. �c -1 '] ry) f tCf Date Wanted: / r� 9aR / gk (a.m., ::m". Re ques er 4 i ► ! Fia i t Phone No: - -- 7 7 Gg 06,- / - c.35' 7 Da3 ay 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 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: � / f Jy El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: March 28, 2005 City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 Re: Inspection Report for Masonry Wall Ties and Vapor Barrier Bricklayers Union Hall and Administrative Office Building Permit number: DO3 -246 To Whom It May Concern: Our building is constructed of brick veneer over concrete masonry units. The wall -tie system is constructed with stainless steel ties supporting not more than two (2) square -feet per tie with added ties along side window and door openings. The tie system, D/A 213 2" plate,pental and #9 wire supplied by Dur -O -Wall , meets earthquake standards and was designed to be able to accommodate two inches (2 ") of rigid insulation. A vapor barrier, Elastodeck -BT, was applied to the CMU wall before the insulation and the veneer were installed. The above described assembly, installed on East and South meeting hall portion of the project, was inspected and approved by City of Tukwila on July 22, 2005. The same installation procedures were used throughout the project and were regularly inspected by several journeyman members of the Bricklayers Union to ensure that the complete system was in place. This assembly meets the exacting standards of the Bricklayers Union and we are confident that it meets the requirements of the building code. If necessary, since city inspectors did not witness the installation at all portions of the building, the Bricklayers Union is willing to assume responsibility for the proper installation of these materials. Thank you. Yours truly, Bill Pistilli, Project Manager Bricklayers Union Local #1 Seattle Washington. RECEWED MAY 02 %:!a BUILDING DEPARTI V T tiisia,■4 :14 Fireproofing Aggregates Shotcrete Concrete Masonry Asphalt Roofing P i l i n g S t e e l S o i l s W o o d March 25, 2005 File: 04 -117 Dave Larson City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Address: Permit No.: BBA Building 15208 52n Ave. S. D03- 246 This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of those reports have already been sent. 1. Reinforced concrete 2. Structural masonry 3. . Structural steel erection -on site welding and high strength bolting 4. Steel decking 5. Epoxy anchor bolt installation 6. Epoxy grouting 7. Spray applied fireproofing To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, UBC and related codes and /or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. Kimberle Anderson President . . cc: The BBA Group -Bill Pistilli RECEIVED MAR 311 D EvELoPmera CO MMUNITY' A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCEPTED LABORATORY Tel: (425) 881 -5812 Fax (425) 881 -5441 • 7126 180th Ave. NE • P.O. Box 2523 • Redmond, WA 98073 LAB # V W p17: . : • :: VOLUMN ;DENSITY (PCF) -Z1,7 61 21, A.A.R TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA. 98073 -2523 (425) 881 -5812 (425) 881 -5441 Fax BA Qua t ni : :.ADDRESS:: c'. REFERENCE FIELD> RPT;:::.:.:.:.: MATERIAL :. MANUFACTURER::: DENSITY = W x 62.4 V W = constant weight of dry material (Ibs) (V) volumn of displaced beads (shot) RE MARK S : ... :: ......... . CONFORMANCE NON ::CONFORMANCE: FIREPROOFING TEST REPORT WORKSHEET ASTM E605 -93 ::FILE NO.:::. ` ,: ::: ` :. ` )t / - /17 9 LAB NO.: 331 DATE: ` .. :...........::: :'M IL( t r CLIENT: ::...... ..... PERMIT;N.O :' C,40 20b brio CIFIED<'13ENS1'TY PCF rimmmu4. -: J,c ,0 SSaripbz '260 fioev. Purl Peri& ;: EQUIPMENT USED:......: LAB # OF SCALE USED: ST TESTED BY : /kiI, i fo CALCULATED BY:i4Jke. 1110I8L CHECKED BY: .It4I. R S REC EIVED EP 22 200 C OMMUNITY DEVELOPMENT' THIS REPORT SHALL NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT THE WRITTEN APPROVAL OF A.A.R. TESTING LABORATORY, INC. rptforms\FIREPROF.DOC aY �q':u' =tram .... • :j.':NJr. LAB # 1:::: ::: ,yok.0 . ::: pENsgyi(pcFyl: ::.:: 2 Y A.A.R TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA. 98073-2523 (425) 881-5812 (425) 881-5441 Fax A But)6 i::ADDRESS: .TE IA DENSITY = W x 62.4 V W = constant weight of dry material (Ibs) ( V ) volumn of displaced beads (shot) . E TUR :NON:sCONFORMANCE: FIREPROOFING TEST REPORT WORKSHEET ASTM E605-93 FILE NO:,. LAB No.: '33 e ll3/O f f LIENT: .. PERMITN. ... OVO INI I ?17.?/1)Y j1;3i REMARKS SLOvIek / f - EQUIPMENT USED LAB # OF SCALE USEDv..7 TESTED BY:fr/. h. 11c>0‘.. CALCULATED BY:P/(: CHECKED BY: /4 103 cw-to THIS REPORT SHALL NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT THE WRITTEN APPROVAL OF A.A.R. TESTING LABORATORY, INC. rptforms \FIREPROF. DOC A.A. Client: The BBA Group 6314 7th Ave S Seattle, WA 98108 Contact: Bill Pistilli Date: 7/27/04 Distribution: ■4 Distribute Client Distribute Engineer d Distribute Municipality Distribute Architect q 180t ii ig.N E:"' Par lc 425 8 1 'i5' 1 2, f F z42 • Field Report Time: Project Number: Permit #: Project Name: Address: • T !,.: +7NM'.rw.Y.aa, ^yv:r,:.t. •x k'1':ar ✓� . gip.. ;YI) 3 M(141 V'CIA Su C{i 1Crc Redrnondl 98052' * Report Number: Distribute Contractor Distribute Owner Distribute Other Distribute Other 04 -117 003 -246 BBA Building 15208 52nd Ave S Temperature: Inspected the depth of spray applied fire resisting material. Material is Cafco 3000. Area of depth inspection is North to South hallway on the Eastside, East to West hallway middle area and checked pan deck, joists and beam. Found all areas to meet requirements set by U.L. Design. Obtained two samples for density tests. Elevation is bottom of 2nd floor. Inspector: Otto, Bob OTT 72 6854 Reviewed by: Kim Anderson All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except In full without the written consent of A.A.R. Testing is strictly forbidden 140 iTh- j - ~ L..1-,4!. L I.wi-t I �/� I / ' 41 I I 1 I ! I I I I -WI —" — -.,- 7 .,,.,1 7 „ I>>1 41 I I I i I 1 1 I Ivy I 1 I I I i I. I! I 1 1 1 1 J -o,,Y • .,, • ' I ._ ,.}4 ..,:, i,� Yo Flit // I Irv! I I ! i I ) / I •, I I .. lc /ivy /="k i 0 i f /'61 I' /_I �• 1 I f N . . Jj. 3 =� 4-4. 4.. ,,. c::, i 44 P7A'I % —I 1 1 1 I I I .'/- : . SFRM Material's Thickness Report A.A.R. TESTING LABORATORY, INC. I P.O. BOX 2523 REDMOND, WA 98073 CLIENT: ATTN: I ADDRESS: Testing per: UBC 7 -6 ASTMVI E605 f Page 1 o'r Phone: (425) 381 -5312 FAX: (425) 331 -5441 2 3 DECK =D MEMBERILOCA T ION 1 1 2 1 3 r°73 I FILE NO :oei;_,, _, i DATE: 7 �� I PROJECT: / ?t -�, ! ADDRESS: CITY: • ENGINEER: ARCHITECT: CONTRACTOR: a R ,4 c..,oz-e) . OWNER: ; PERMIT NO: SEAM — 2 FILL 'CUD UNLESS CTHERWISEAPPP.CVR' I 5 ! 6 17 R "J I E'N E 7 COLUMN C n Report No: F*4 ry MF T N I ► L i` ` S , ' i 9 110 I 11 112 I Req I Pass j Fail i ! j 1 �err� �ncerson SCR ..=RE OCNSIC,ER.ED C :NFtDEN "AL . ..NC .ARE — HE C =E:RTs' OF 7HE :L:ENT . -ND • -cCRA T :R`.'.:NC. es EFRCCUCTiCN _: <C.R TIN = 'NITHCLT 'NRIT" =lJ CNSENT IS :TRIG ; ! ! F/OREIDCEN. �)' tL& v..5 . 7+1 ' It., I��G 1 I /?i I I 1 I I I I I �% 11 r i 1!/ 0( I 1 I i I i I I i i [_36/ 1, I, I -74K rte- I I I I I i I 1 IQ , 4 1 I lar.7 l / I /5( 11 I 4 . i! 1► 4 i i I I , l l 1 ! • SFRM Materials Th A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881 -581 REDMOND. WA 98072 FAX: (425) 881 -5441 CLIENT: AT N: ADDRESS: Testing per: UBC 7 -6 ASTM E.:605 :72; 4 2 3 DECK =D Pagel of r r ickness Report i 2 • i \`'• \\\ ` ` ' • I MEMBERILOCA T ION 1 1 1 2 j 3 1 4 1 5 N I BEAM FILE NO: ey _f_ PROJECT:in. i;3• �3�cul�i,ciG ADDRESS: CITY: ENGINEER: ARCHITECT: CON T R CTOR: OWNER: . PERMIT NO: FILL SCUD UNU=BS / OTHE= ..WIScAPPPCVEL' i =.II , ,., ENE: I. Report No: I ' DATE: 7_Z"...or C:.LL'MN 7 I 8 j 9 j 10 111 1 12 I Req 1 Pass j Fail INSPEC;CF, -�� - -L.•- C� „errs Ancerscn OCNFICEN7AL -'-i CPE s" :L.EN i .AND T. RATORV ni t F �' VIT� I T _. . .�., =..:. -`� , ,NC _.- �,c, -„ I � n .. :NC. ����c�:.c ; �cN =:<c�. I� ='�L_. , � :;c� , , -� ,NRI7" =N OCNSENT :5 3TRIC T !. Gpji.Rk+rntueara�un}�.#: is`,�itib ;w:u ^r ?it N5,1i ��X r:iM%•.Mw. td, ,"3< I / /Y1 7 y1I ors Ids /r41?.' I'YrlivI!" L,I I Is / - I : i 04../ 1 I 1� /g I "fi 17 /V+ 1 I il3!, I /„ MI I I n 1 640b�- ra...i„ 5 11 1 I I le 11 '/Y I I 111 /ii I /r I I I' /:- I ,-- JI is. /VI -!4' I I II l/i 11 Y!(I !'/q 1 i "c W' I I I ' • .2 I Tint.- .,., 0- ; , ►41, 1 /Y /G. I i " i /3/21 I 1.17)/ 1.17e1-176/ 1 / (.; c - k,i I I3 /8 I I I) 12 / ^. ) I, tlici,/ I f I..A; I I I I r ;/ I/ //61) ;',1 1// !Z/ I 1 I I! 1 ;/-' I / 11 /4 4 1/ atiIY,V 1 i ■ • SFRM Materials Thickness Report Report No: A.A.R. TESTING LABORATORY, INC. I FILE NO: � DATE: ��Z a y P.O. BOX 2523 Phone: (425) 881 -5812 ! PROJECT: "a , REDMOND, WA 98073 FAX: (425) 881 -5441 ADDRESS: CLIENT: ATTN: I ADDRESS: Testing per: UBC 7 -08 ASTM E605: Page2Lof 2 3 DECK =D SEAM — 2 CITY: ENGINEER: /iii il,, , (1 ARCHITECT: 1 N CONTRACTOR: 'E OWNER: PERMIT NO: Do FILL. SCUD UNL°_S OTHERWISEARPRCVE': MEMBERILOCA T ION 1 1 1 2 1 3 1 4 1 5; 6 1 7 1 8 1 9 1 10 1 11 f\.\ \ \ \ \ . ) N r NI ,r-_ ---" n\ \ . \ \ \ \ ' I INSPECTOR OR 7 r I C'TC C, RE "iIEWE:: 3'' Ancerscn ;L: �EPCP- OC SIC` Er CCNF!CENTIAL .=�NC ARE THE =D.CPE = ,'' OF 'HE :L:ENT .ND . .� .. -roc ..�J..I1r .. � �. STING -ECRA T OR , :NC, 'EP°CCUCTICN EXC, ==T' .N = JL:.. •NITHCUT iE 'NRI EN CCNSENT CF .A.A.... . cE T ING 1S 3T IC T L t r REIDDEN. L n C•LL'MN c o o�,M spM i 'Q. 12 1 Req I Pass j Fail 1 Field Report Report Number: 37137 Client: The BBA Group 6314 7th Ave S Seattle, WA 98108 Contact: Bill Pistilli Date: 7/21/04 Distribution: orat �' 71 !11'80" v-r- o t inky n 2 , �r.,.� 'ar . '1 Wit... r'phohe425yg8, ' zd2 Time: Distribute Client Distribute Contractor Distribute Engineer Distribute Owner Distribute Municipality Distribute Other Distribute Architect , Other Project Number: 04 -117 �) Permit #: D03 -246 a/ V Project Name: BBA Building Address: 15208 52nd Ave S Temperature: Inspected the placement of approximately 15 yards of grout, Stoneway mix #6076, for CMU walls as follows: 2nd floor: All exterior walls, top 2' lift Center E -W wall, top 8' lift Elevator walls, top 12' lift 8' and 12' lifts had cleanouts properly installed and cleaned out. All resteel was properly installed, in accordance with approved plans. Grout was properly placed and mechanically consolidated. Steel embeds and anchor bolts were properly installed after grout placement. Inspector: Graham, Jerry GRA 54 6955 Reviewed by: Kim Anderson All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden RE CEjvED Client: The BBA Group 6314 7th Ave S Seattle, WA 98108 Contact: Bill Pistilli Date: 7/13/04 Distribution: esting Laborato , ;`u79 Field Report ; 1 6pAve.i�. Park1'80Si G1a1.t' Ri � 18 �c� c�'r, <.: � ah ' nn e� �n t 1 rn •+Mr, rrn Phone�;Q25;889 812 �ax?425' 8&1 Time: Project Number: Permit #: Project Name: Address: Report Number: 04 -117 D03 -246 BBA Building 15208 52nd Ave S mon Y i V1 2?:* Temperature: Inspected placement of approximately 16 yards of grout, Stoneway mix #6076 for CMU walls as follows: 2nd floor: SW corner, to SE corner, to NE corner, to NW corner, to halfway down west side (O' -8' above 2nd floor). All resteel was properly installed in accordance with approved plans. Grout was properly placed and mechanically consolidated. yi Distribute Client Distribute Contractor Distribute Engineer Distribute Owner Distribute Municipality ! Distribute Other Distribute Architect Distribute Other RECEIVED JUL 2 2 2004 PUBLIC WORKS Inspector: Graham, Jerry GRA 54 6955 Reviewed by: Kim Anderson All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden • • Report - Nuclear x ' 10 //1,e Field Density p u lear Method N,2 Report Number3853ab C A A- 1 7^ ... x cxwa.i ...en � ;�+_ro•..•P�*'.•m:�wt.rv;. Y:••.w,.:r..,... >. o.ta!a- w.�,,. .. c.r rancn,ci / tJ0 .... .. 'n`:;CStY" t„`E n*rgrnn. rtn w• �tAn:. ri„�7�.,.r.r;•.�.,a,...:,,...., �I7J R' estiitg;LaU; oratory t•T7itc:;71 N E' Parr18U SuiE` � �TO ,',IZednioncI WA v 8052.`.'Phone;425 881r 5812Fak.Y4 �� Y • NT Client: The BBA Group Contact: Bill Pistilli Address: 6314 7th Ave S Seattle, WA 98108 Date: 6/3/04 Test # w4 f .� �1. q , ,:.r:� �Nfaftelriaf. Dafa��. _,::• .,_ -f..,. Material Description: Brown silty soil Layer Thickness: Varies Source: Native Compaction Method: Roller /Hoe Pack Modified Proctor ASTM D1557 Compaction Requirements: V, Distribute Client Distribute Other 1 Distribute Engineer Distribute Other 2 Distribute Municipality Distribute Other 3 Project Number Project Name: Address: Permit Number: Time: 95 % Conformance Non Conformance Reviewed By: Tested By: 04 -117 BBA Building 15208 52nd Ave S D03 -246 11:30 :00 AM Nuclear Gauge: Troxler 3430 019274 Test Methods: Soil ASTM D2922, ASTM D3017 DirectTransmission Back Scatter I � °• �� <ti? / j.��`'` {�I�.j .�?�i V ", . G : r t r,.7r.M� ,i J ■,�1 y ,�,. � t .t r+::;�,:f.^ • l ggpit 11,9,F � {4 Sls7Y.t„ t�st �"y, ; ;(� ! ' f i1 n ici4.M11:S 4 L 991 1 , 'i 1 4.. Y • ,,.2. :� � � I T '•"Yl: �•Y }�:;tl'�• � f.XCr� ��S�,v Fr:'V.'� � ��;! ��'.th� ,` a , +.:w.•a.s c•ua . m .�+, . .G.a �� <t„v: n7ut, �:� � :rut• t: =.rr. aY� S.:.r. _' ?��t?`5" Density Count: Moisture Count: Locations /Elevations Wet Density Moisture% Dry Density Lab Density %Compaction 1 West side of building, -4' from top of slab 115.9 9.6 105.8 110.9 95% 2 West side of building, -4' from top of slab 121.1 8.9 111.2 110.9 100% 3 West side of building, -5' from top of slab 120.1 9.9 109.3 110.9 99% 4 West side of building, -14' from top of slab 114.8 8 106.4 110.9 96% Remarks /Specifications Material below optimum moisture but still met compaction. Material was firm and unyielding. OccuAn Noa \o San► _�� YoN4 0\ Hale, Alan Norgar, Jason NO Distribute Contractor Test results indicate the density of the material at the above indicated locations, at the time Distribute Architect and conditions when the test was conducted. III repons are considered confidential and are the properly or the client ana AAR Testing LaooratOry InC..Reproduction except in lull.:ntnout Pie written consent ci AAR Tasting is strictly toroidden. Field Density Report - Nuclear Method Report Number .��, pr•T.'; .,,vn,..... ,..- n, +r .. ["r.,: •Inrt%u•:lt.A'r.nMM• r.V; A.A R'7; estmg Laboratory; Inc 712611.80th.Ave+ NJ ; 1t SSuir- 0 101 }' edmori Client: Contact: Address: Date: Test # 1 2 I r.,� The BBA Group Bill Pistilli 6314 7th Ave S Seattle, WA 98108 6/3/04 7MaferialVDatai ;; Material Description: Brown silty soil Layer Thickness: varies Source: Compaction Method: Roller /Hoe pack 4 r , La rq borato 1'Q�gg . it'��,-ri M ttiodk ;4.';i:rt; ?�� %! .. T ' :.t : :r:, , <..a:K -or . s}t .,�44 Modified Proctor ASTM D1557 Locations /Elevations N. side of bldg., 6' below grade N. side of bldg., 8' below grade 3 W. side of bldg., 10' below grade 4 W. side of bldg., 6' below grade Compaction Requirements: vl Distribute Client Distribute Engineer Nei Distribute Municipality Distribute Contractor Distribute Architect - r F: n ma ►rrc a.. 98052 Phont 425 881.5,812 5i�41;t't Project Number Project Name: Address: Permit Number: Time: Density Count: 7.9 110.6 9.1 109.2 10.9 109.8 95 % ;V Conformance ! Non Conformance Distribute Other 1 Distribute Other 2 Distribute Other 3 Reviewed By: Tested By: 04 - 117 BBA Building 15208 52nd Ave S 003 -246 8:30:00 AM °rest D:eviee: Nuclear Gauge: Troxler 3430 28462 Test Methods: Soil ASTM D2922, ASTM D3017 DirectTransmission Back Scatter fandar' ); ` Moisture Count: Wet Density Moisture% Dry Density Lab Density %Compaction 118.6 8.3 109.5 110.9 99% 110.9 100% 110.9 98% 110.9 99% Remarks /Specifications Drawing not to scale 10 " t -.5 va.t..ii h c fn o .to S C.JI j Hale, Alan Norgar, Jason NO Test results indicate the density of the material at the above indicates locations, at the time and conditions when the test was conducted, ae ons are considered confidential and are the oropeny of the client and AAR Testing Laodratory Inc..r"teoroducuon except in full, :mnout me written consent of AR Teeing is stnctly roroicuen. ar E -CRETE June 11, 2004 • Mr. Ken Nelson Senior Plan Examiner Department of Community Development City of Tukwila 6300 S. Center Boulevard Tukwila, Washington 98188 Re: Bricklayers Union Hall Interior non - structural AAC partition walls Dear Sir: This letter is intended to clarify the vertical steel reinforcement requirements for the MC walls specified on the Bricklayer Union Hall project. The MC (Autoclaved Aerated Concrete) walls specified on the above - mentioned project are interior non - structural partitions and vertical reinforcing is not required. The walls are designed to span from floor to roof as non - reinforced walls of which the mortar (glue) bonds the block together forming a monolithic wall system. For structural MC walls (bearing / shear walls) the minimum reinforcement requirement for all seismic zones per ICC -ES Report #6062, section 2.3.1.11 is one (1) #4 bar at the corners, end walls, and within two (2) feet of the wall openings. Unlike conventional (CMU) masonry reinforcing at 48" o.c. is not required unless needed to resist design structural loads. For the non - structural interior partition walls the lateral loads are minimal and vertical reinforcement is not required. Should you need additional information please do not hesitate to contact me immediately. My cellular phone number is (602) 430 -1832; my toll f e= office number is (888) 432 -7383. Sincerely, Babbitt, P.E. Engineering Manager, E -Crete LLC 6617 N. Scottsdale Road, Suite 203 • Scottsdale, AZ 85250 ph 480.596.3819 • fax 480.596.3952 • web www.e- crete.com Do JUN -11 -2004 15:31 ::.:,:z,.:,:n., r �— ECRE1EE ■ June 11, 2004 E -CRETE SCOTTSDALE Mr. Ken Nelson Senior Plan Examiner Department of Community Development City of Tukwila 6300 S. Center Boulevard Tukwila, Washington 98188 Re: Bricklayers Union Hall Interior non - structural MC partition walls Dear Sir. 480 596 3952 P.01 /01 :J,tir'� .' s { , r Md r �•)� d!L `'R S. R i <gFr {.^? �� +.'':w= St: ... -. ... & -s-k5t cc !s.. L 7!'1u4 r, l�lv�04U' r�';G�i•j� :- - ;r'.: T " " -- a)03-c,14 (0 This letter is intended to clarify the vertical steel reinforcement requirements for the AAC walls specified on the Bricklayer Union Hall project. The AAC (Autoclaved Aerated Concrete) walls specified on the above - mentioned project are interior non - structural partitions and vertical reinforcing is not required. The walls are designed to span from floor to roof as non - reinforced walls of which the mortar (glue) bonds the block together forming a monolithic wall system. For structural AAC walls (bearing / shear walls) the minimum reinforcement requirement for all seismic zones per ICC -ES Report #6062, section 2.3.1.11 is one (1) #4 bar at the corners, end walls, and within two (2) feet of the wall openings. Unlike conventional (CMU) masonry reinforcing at 48" o.c. is not required unless needed to resist design structural loads. For the non - structural interior partition walls the lateral loads are minimal and vertical reinforcement is not required. Should you need additional information please do not hesi - to to contact me immediately. My cellular phone number is (602) 430 -1832; my toll office number is (888) 432 -7383. Sincerely, Babbitt, P.E. Engineering Manager, E -Crete LLC 6617 N. Scottsdale Road, Suite 203 • Scottsdale, AZ 85250 ph 480.596,3819 • fax 480.596.3952 • web www.e- crete.com RECEIVED CITY OF TUKWILA PERMIT CENTER TOTAL P.01 VATA v Client Name: The BBA Group Contact: Bill Pistilli Client Address: 6314 7th Ave S Seattle, WA 98108 Date: Supplier: Material Data: Plant Number: Mix Number: Truck Number: Ticket Number: 5/25/04 Stoneway Concrete Houser 5000 429 935 Number of Samples: 3 Yards placed: 33 of 65 Design Strength: 3000 Inspection Performed: Reinforced Concrete Grid Lines /Location: Remarks: Sample ID Test Date Age Size 42920 6/1/04 7 6 X 12 Distribution: w Client ❑ Engineer rs Municipality [1 Architect nc ; 7126480th'Ave N E Park 180, ono:425 88 58121 ax Main floor deck and stairs. Field /Material Report Area Set # 28.26 1/1 LI Contractor ❑ Owner ❑ Distribute Other !,_{ Distribute Other 3 Project Number: 04 -117 Permit # Project Name: `BB Building Address: Air Temperature: 62 Concrete Temperature: 72 Air Content: Slump: Time Sampled: Added Water: Admixtures Report Number: 27582 Location: See below mon 15208 52nd Ave S 5 8 :11:00 AM 10 gal. By contractor All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden ASTM C 231 tr IA 98052 ASTM C 1064 ASTM C 143 All resteel was properly installed in accordance with approved plans. Concrete was properly placed and mechanically consolidated. Water added was within specified tolerances. L V Conforming to approved plans Inspector: Graham, Jerry GRA 54 6955 Inspector2: Inspector3: Reviewed: Anderson, Kim Samples Tested in Accordance with ASTM: C 1231 Total Load PSI Method Fracture Type 87410 3090 C 1231 Pad Cap Date Mailed: JUN 0 9 2004 Tested By: Mike Holtz Reviewed: Alan Hale i ^ �« t5�+: x�aS. 3. L' iux:: ssvv��;» tioi8ti' N•+ �s� .= �i'ik.3hv'!t'w�l � <'��'.at�t'Ii; . Zt!'.';r' LM' .,tn ier.;� }v. A` R T estEng�l.ali oratory- ln c''' Size: Date Assembled: Design Strength: Prism Date 12x16x8 4/13/04 2500 0 Si Type: Design Strength: Supplier: Additives: Client Name: The BBA Group Address: 6314 7th Ave S Seattle, WA 98108 Date: 4/14/04 Sample ID Break date 42098 4/21/04 42099 4/21/04 42100 5/12/04 42101 5/12/04 S 1800 Mixed on Site 1 s C il to C "' Report Number: 27522a A ���, '' "}_NE ;Pa ki '8O;SUite 1; C.Reamo WA 98052 T u tl hJvi'. y 4 ° `� � � � s ' ��•t r r.� '� r .� , • o;e425L881t 5 Fax +425,181 544 � tiS�.i3L'iS n Masonry Prism Report r,,.,�v5�. Mason 1;Unit'�D Grade Type: N -1 Design Strength: 2500 Manufacturer: Eastside Dimensions: 12x8x8 Location: CMU walls Westside - 8" and 12" walls (1st 10' above finish floor) North end - 12" walls (1st 10' above finish floor) Eastside - 8" and 12" walls, North half (1st 10' above finish floor) Remarks: Prisms were properly constructed to represent building walls. Prisms were properly grouted to represent building walls. Average compressive strength is 3930 f'm. Age 7 7 28 28 Area 87.2 Project Number: Permit Number: Project Name: 87.78 87.4 87.58 Distribution: Distribute Client ;Distribute Architect Distribute Engineer Distribute Other N6 Distribute Municipality ❑ Distribute Other Distribute Contractor 04 -117 // D03 -246 BBA Building at a }u Mix Number: 6076 Design Strength: 2000 Supplier: Stoneway Inspector: Reviewed By: ❑ Conformance Total Load 287860 291720 344850 343270 Tested By: Reviewed By: Graham, Jerry GR Alan Hale ❑ Non Conformance PSI 3300 mike holtz Alan Hale 3320 3950 3920 All reports are considered confidential and are the property of the client and A.A.R Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R Testing Laboratory is strictly forbidden. Client Name: The BBA Group Address: 6314 7th Ave S Seattle, WA 98108 Date: 4/14/04 RF �� 0 o ° M M r 3 ? or/ Masonry Prism Report %o MFN Report Number: 27522a ?' ` abocato rji rr , � ty r , _ , �, Ic�1,80����e C• 1,�te�mond, WA 98052 Phone, +, 425.881 5821,Fax;�425 1) q . ,�".� Project Number: 04 -117 Permit Number: D03 -246 Project Name: BBA Build' 42102 5/12/04 28 88.16 344970 3910 Distribution: ;1,6 Distribute Client Distribute Architect Tested By: mike holtz _: Distribute Engineer Distribute Other Reviewed By: Alan Hale Nil Distribute Municipality C Distribute Other Distribute Contractor All reports are considered confidential and are the property of the client and A.A.R Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R Testing Laboratory is strictly forbidden. , ( ✓j, ,,/(f FO 0A • it ? 4O4 7V ;).)., ♦♦ Report Number: 27582 <0 / 4 � `1Y "",4Sr -' "1 {�!.•ar #?n.., .<>e,rr•. s 7�x, r>,; rro ,. � � c' *, 3 S ��� i! \ � �n� Q»� `f A �� F ib/ ` I'esttn Laborato y ; tnc 7126 N:E ;Park ?180; Su e: 't' ed WA t ra i t �or kl .q. � Yfti s ' Phone` 425' 88f 5812 Faxi425 "88 :5441 ' ' a' ti �,y r 45 t a 4 Client Name: The BBA Group Contact: Bill Pistilli Client Address: 6314 7th Ave S Seattle, WA 98108 Date: 5/25/04 Supplier: Stoneway Material Data: Concrete Plant Number: Houser Mix Number: 5000 Truck Number: 429 Ticket Number: 935 Number of Samples: 3 Yards placed: 33 of 65 Design Strength: 3000 Inspection Performed: Reinforced Concrete Grid Lines /Location: Remarks: Main floor deck and stairs. 42921 6/22/04 28 6 X 12 28.26 1/1 42922 6/22/04 28 6 X 12 28.26 1/1 Distribution: /1 Client Engineer _y, Municipality Architect Field /Material Report Contractor Owner Distribute Other Distribute Other 3 Project Number: 04 -117 Permit # D03 -246 qo Project Name: BBA Building Address: 15208 52nd Ave S Air Temperature: 62 Concrete Temperature: 72 ASTM C 1064 Air Content: ASTM C 143 Slump: 5" ASTM C 231 Time Sampled: 8:11 :00 AM Added Water: 10 gal. By contractor Admixtures Location: See below All resteel was properly installed in accordance with approved plans. Concrete was properly placed and mechanically consolidated. Water added was within specified tolerances. Conforming to approved plans Inspector: Graham, Jerry GRA 54 6955 Inspector2: Inspector3: Reviewed: Anderson, Kim Samples Tested in Accordance with ASTM: C 1231 Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 42920 6/1/04 7 6 X 12 28.26 1/1 87410 3090 C 1231 Pad Cap 138520 4900 C 1231 Pad Cap 136190 4820 C 1231 Pad Cap Date Mailed: JUL 0 3 MPi.1 Tested By: Mike Holtz Reviewed: Alan Hale All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden ✓e,� Fib 0c� 01 N `44 ? ` DO Report Number: 27677 FN FTesting Laboratory ,lnc: 7126:180th Ave N E , Park180,;Suite C101, Redmon ; :WA 98052 . - ' onr 428 881 5812 Fax 5 4 Client Name: The BBA Group Contact: Bill Pistilli Client Address: 6314 7th Ave S Seattle, WA 98108 Date: 4/27/04 Supplier: Stoneway Material Data: Concrete Plant Number: 11 Mix Number: 9002 Truck Number: 347 Ticket Number: 403140 Number of Samples: 3 Yards placed: 5 Design Strength: Inspection Performed: Grid Lines /Location: Remarks: 4000 Reinforced Concrete 42345 5/25/04 28 4 X 8 12.56 1/1 42346 5/25/04 28 4 X 8 12.56 1/1 Field /Material Report Distribution: 1 Client C ontractor Engineer Owner Municipality :I D istribute Other Architect — D istribute Other 3 Project Number: 04 -117 Permit # D03 -246 Project Name: BBA Buildingt\ Address: 15208 52nd Address: 15208 52nd Ave S Air Temperature: 65 Concrete Temperature: 77 ASTM C 1064 Air Content: ASTM C 143 Slump: 8 1/4" ASTM C 231 Time Sampled: 1:15:00 PM Added Water: 5 gal. By contractor Admixtures 100XR 33.8 oz. Location: See below Resteel and concrete beam in masonry. Concrete beam over openings on west side of building. 4' lift over opening at 10" block on side of building. Resteel was per plan and engineers red -line set of shop drawings. Concrete /grout was placed via pump and was mechanically consolidated. Water added was part of 11 gallons allowable per batch plant ticket. y - ] Conforming to approved plans Inspector: Flint, Sean FLI 90 4238 Inspector2: Inspector3: Reviewed: Anderson, Kim Samples Tested in Accordance with ASTM: C 1231 Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 42344 5/4/04 7 4 X 8 12.56 1/1 72480 5770 C 1231 Pad Cap 108310 8620 C 1231 Pad Cap 106090 8450 C 1231 Pad Cap MAY 2 7 2004 Date Mailed: 5/12/04 Tested By: Mike Holtz Reviewed: Alan Hale • All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden Client: The BBA Group 6314 7th Ave S Seattle, WA 98108 Contact: Bill Pistilli Date: 5/11/04 Distribution: Field Report Report Number: 37593 w � ; :...• c '' {4v. .t Y.' ?C tips.. :. ^:. ,..... ri`R",' i; -' '* t�a,c V7: -. , x .,i -:: 'n!_.. a•M.,, .,. es irig Laboratory;`linc 7 N E , Park,1:80; Suite C101„ Redmond;,' ` Phone.: 425 :881'158 Fax ; 425.881:544t Time: Distribute Client Distribute Contractor Distribute Engineer _ -_ Distribute Owner Distribute Municipality L Distribute Other Distribute Architect — Distribute Other Project Number: 04 -117 Permit #: D03 -246 Project Name: BBA Building Address: 15208 52nd Ave S Temperature: Inspected placement of reinforcing steel in CMU walls. Witnessed grouting of walls. Wail location is courtyard retaining wall, from slab on grade to top of wall. Bridge columns to within 2' from top. Lower entryway and arch walls, 6" wall, last lift. Embeds and anchor bolts were placed. Cleanouts were used on high lift walls. Grout used was mix #6076 from Stoneway Ready Mix Houser Plant. A total of 20 cubic yards was placed and consolidated. Witnessed the drilling, cleaning and placement of epoxy and anchor bolts for columns from ground floor to 2nd floor, work done per structural engineers requirements. Epoxy used was Hilt' Hy Hit 150. Area of work was (1) column in center section of building and (4) in the south section of the building. Inspector: Otto, Bob OTT 72 6854 Reviewed by: Kim Anderson All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden • • , _.a_, ,; 3 uite.C101, Redmon Client: The BBA Group 6314 7th Ave S Seattle, WA 98108 Contact: Bill Pistilli Date: 5/17/04 Distribution: Field Report 'i:�'s°.'aV r� .x�;. ;�.. k. w.-r � mv.:i Wtn- .-.,, -. i c•,n esting Laboratory; Inc Ave�N E ,r Park 180 98052 : PI i e 425831 '581Z,F:ax 425 881° 544 Time: Project Number: Permit #: Project Name: Address: Inspected placement of approximately 5 yards of grout, Stoneway mix #6076 for CMU walls as follows: Mechanical equipment enclosure along Northwest wall (top 4' lift). CMU headers at East wall (trash recycling and service porch). All resteel was properly installed, in accordance with approved plans. Grout was properly placed and mechanically consolidated. Embeds were properly installed at top of walls. yj D istribute Client Distribute Contractor Distribute Engineer _„ Distribute Owner j D istribute Municipality 1 Distribute Other - Distribute Architect Distribute Other Report Number: 37107 04 -117 D03 -246 BBA Building 15208 52nd Ave S Temperature: Inspector: Graham, Jerry GRA 54 6955 Reviewed by: Kim Anderson All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden r..:... �' �. tiia..'.. d,.. t.:..,:..r � ✓:Le�ai.�a++:viSiiJi�a`i+k...'� an %r"w,.'�.t. x,wwlirclYs� r: aiin. ° ;�i1..�u}.m.:xw',3tr._1�.tw'r esting Client: The BBA Group 6314 7th Ave S Seattle, WA 98108 Contact: Bill Pistilli Date: 5/10/04 Distribution: Field Report oratory, inc 7�26�1;8�at�i�Ave�N�E , },Park > ;' 98 ,phon 425881' 5812 Fax'425 881 5#4.1 ,i, 7 ;;,:: Time: Distribute Client Distribute Contractor _ Distribute Engineer Distribute Owner i Distribute Municipality Distribute Other Distribute Architect Distribute Other Project Number: 04 -117 Permit #: D03 -246 Project Name: BBA Building Address: 15208 52nd Ave S Report Number: 37518 Temperature: Observed epoxy placement of (8) 3/4" structural steel column anchor bolts into footings per RFI # 01 -04, dated 3.3.04. All holes were clean and at 8" depth. Hilti Hy 150 epoxy was used. All work conformed to approved plans, RFI dated 01 -04 and manufacturers recommendations. Location: (2) column footings in north storage room. Inspector: Thompson, John THO 76 43 Reviewed by: Kim Anderson All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden ..... ,. t.. 0:,3 .yY.,:.u.; .,,....fi ,4r ?w..,� .?:.r.nr.,m.,v.,,i."r 'r• ->,�+r p rr+,- ;,;,.. Testing.L' orato w7 .26! 180th Ave NyE, 4 ark 18Q, +SUtteiC 9805,2 Pliiotie' 881 5 8,12; Fait;'425''881 Client: The BBA Group 6314 7th Ave S Seattle, WA 98108 Contact: Bill Pistilli Date: 5/14/04 Visit to site: 1 have visually inspected field welds as listed: All joist to bearing welds, all beam to embed welds. Also, verified installation of all A -325 bolted connections. Bolts are snug tight per structural notes. Welding is by certified welders: David Ingersoll #ING 689163, exp. Oct. 04 Michael Ammann #AMM 609374 Dennis Johnson #JOH 609184, exp. Jan. 05 Note: Joist bridging is also installed. Welds are acceptable. Distribution: VJ D istribute Client D istribute Engineer Field Report Time: .� Distribute Contractor — Distribute Owner D istribute Municipality Distribute Other D istribute Architect Distribute Other Project Number: 04-117 Permit #: D03 -246 Project Name: BBA Building Address: 15208 52nd Ave S Report Number: 37662 edmon Temperature: Inspector: Svacek, John SVA 52 0867 Reviewed by: Kim Anderson All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden Client: The BBA Group 6314 7th Ave S Seattle, WA 98108 Contact: Bill Pistilli Date: 5/20/04 Distribution: Field Report Report Number: i i�;•::�. t Yt+`�'!iTYw"f^' 9AT' `4�%"""'Gn9' .r,� ,T - *i'1 K" �. ..,,,.,a.+ar.... . nc L712618UthuAve NTE ;� ark? uite Ct10,„ S M i �� R' I r a �i f Phone', 42588 :58;12'Faz?Z5;88,14544,17':. Time: Project Number: 04 -117 Permit #: D03 -246 Project Name: BBA Building Address: 15208 52nd Ave S Temperature: All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except In full without the written consent of A.A.R. Testing is strictly forbidden 37655 Visit to site -I have visually inspected installation of metal deck/roof at low roof and main floor per S2.2. Substitution was made: 2 OGA deck is used where 22G.A. is called out. All puddle welds and button punches are complete and acceptable per 6 & 10/S3.2. Work is by certified welders, previously verified. yi Distribute Client Distribute Contractor Inspector: Svacek, John SVA 52 0867 Distribute Engineer 7 Distribute Owner Distribute Municipality Distribute Other Reviewed by: Kim Anderson Distribute Architect — Distribute Other LEGACY REPORT ICC Evaluation Service, Inc. www.icc - es.org Legacy report on the 1997 Uniform Building CodeTM and the 2000 International Building Code DIVISION: 04— MASONRY Section: 04220 — Concrete Masonry Units AUTOCLAVED AERATED CONCRETE (AAC) BLOCK MASONRY UNITS AUTOCLAVED AERATED CONCRETE PRODUCT ASSOCIATION (AACPA) 7638 NASHVILLE STREET RINGGOLD, GEORGIA 30736 E- CRETE, LLC 22580 WEST MARICOPA HIGHWAY CASA GRANDE, ARIZONA 85222 1.0 SUBJECT Autoclaved Aerated Concrete (AAC) Block Masonry Units. 2.0 DESCRIPTION 2.1 General: AAC is a lightweight, noncombustible siliceous material manufactured from a mixture of sand, fly ash, mine tailings, slag or other sources of silica; portland cement; quick lime; anhydrite; water; and aluminum powder or paste. These raw materials are mixed together and cast into large steel molds where a chemical reaction takes place. Hydrogen gas is generated in the wet slurry mixture, causing it to expand and form independent air cells. Upon setting and before hardening, the AAC material is cut into precast block units for masonry wall construction. The AAC precision blocks are steam -cured under pressure in an autoclave, where the material is transformed into its finished state. 2.2 Materials: 2.2.1 General: AAC blocks are manufactured in classes AAC2, AAC4, and AAC6, with various compressive strengths and corresponding densities complying with ASTM C 1386. The AAC units are also provided in class AAC3. The AAC3 class has a minimum compressive strength of 435 psi (3 MPa) and a nominal dry bulk density of 31 Ib /ft (500 kg /m with density limits of 28 lb/ft (450 kg /m to 34 Ib /ft (550 kg /m 2.2.2 Block Units: AAC precast block units are manufactured in accordance with ASTM C 1386 and are assembled using AAC thin- or thick -bed mortar. The assemblies are used for exterior and interior bearing and nonbearing walls and partitions. Walls are constructed from ICC -ES legacy reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement oldie subject tithe report or a recommendation lin. its use. There is no warranty by ICC Evaluation Service. Inc•., erpress or implied, as to any fnding or other matter in this report, or as to any praduct covered by the report. . Copyright © 2003 3-02)-1 b ER -6062 Issued September 1, 2003 Business/Regional Office • 5360 Workman Mill Road, Whittier, California 90601 • (562) 699-0543 Regional Office • 900 Montclair Road, Suite A, Birmingham, Alabama 35213 • (205) 599 -9800 Regional Office • 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 • (708) 799 -2305 blocks as unreinforced and reinforced, as dictated by the structural design. Figure 1 provides illustrations. 2.2.3 AAC Mortar: AAC '/ inch -thick (1.6 mm) thin -bed and 3 / 8 -inch-thick (9.5 mm) thick -bed mortars are mixtures composed of modified polymer, white or gray portland cement, and adhesives with inorganic fillers. The mortars are prebagged in a dry, ready -mixed state. Mixing instructions are provided for the addition of water and the appropriate mixing sequence. AAC thin -bed and thick -bed mortars are glue mortars complying with ASTM C 1386 requirements for physical compatibility and strength. AAC mortars are used with AAC products of all densities and strengths. The mortars have an unlimited shelf life when stored in unopened containers. 2.3 Strength Design of AAC Masonry Structures: 2.3.1 General: 2.3.1.1 Scope: This section provides minimum requirements for strength design of AAC masonry structures. MC masonry shall comply with the requirements of Section 2.3.1 and either Section 2.3.2 or Section 2.3.3 of this evaluation report. Notations not defined in this evaluation report are found in Section 2101.4 of the 1997 Uniform Building CodeTM (UBC), Section 2102.1 of the 2000 International Building Code (IBC) or Section 1.5 of ACI 530- 9. 2.3.1.2 Required Strength: Required strength shall be determined in accordance with the strength design load combinations of Section 1612.2 of the UBC or Section 1605.2 of the IBC. Members subject to compressive axial load shall be designed for the maximum design moment accompanying the axial load. The factored moment, M shall include the moment induced by relative lateral displacement. 2.3.1.3 Design Strength: MC masonry members shall be proportioned such that the design strength exceeds the required strength. Design strength is the nominal strength multiplied by the strength reduction factor, as specified in Section 2.3.1.5. The design shear strength, ci)V shall exceed the shear corresponding to the development of 1.25 times the nominal flexural strength (M of the member, except that the nominal shear strength (V need not exceed 2.5 times required shear strength (V 2.3.1.3.1 Seismic Design Provisions: At each story level, at least 80 percent of the lateral stiffness shall be provided by lateral- force - resisting walls. Along each column line at a particular story level, at least 80 percent of the lateral stiffness shall be provided by lateral- force - resisting walls. Page 1 of 9 Page 2 of 9 ER -6062 Exception: Where seismic loads are determined based on a seismic response modification factor, R, not greater than 1.5 under the UBC and 1.5 under the IBC, AAC masonry piers and columns are permitted to be used to provide seismic load resistance. 2.3.1.4 Strength of Joints: AAC masonry members shall be made of AAC masonry units and AAC mortar. The tensile bond strength of AAC joints shall not be taken greater than the limits of Section 2.3.1.8.3. Head joints shall be permitted to be left unfilled between AAC masonry units laid in running bond, provided that shear capacity is calculated using the equations of this report corresponding to that condition. 2.3.1.5 Strength Reduction Factors: 2.3.1.5.1 Combinations of Flexure and Axial Load in Reinforced AAC Masonry: The values of cp shall be 0.90 for reinforced AAC masonry subjected to flexure, axial, or combinations thereof. 2.3.1.5.2 Combinations of Flexure and Axial Loads in Unreinforced AAC Masonry: The values of 4) shall be 0.90 for unreinforced AAC masonry subjected to flexure, axial, or combinations thereof. 2.3.1.5.3 Shear: The value of 4) shall be 0.80 for AAC masonry subjected to shear. 2.3.1.5.4 Anchor Bolts: For cases where the nominal strength of an anchor bolt is controlled by AAC or grout breakout, 4) shall be 0.90. For cases where the nominal strength of an anchor bolt is controlled by anchor pullout, 4) shall be taken as 0.65. 2.3.1.5.5 Development and Splices of Reinforcement: For development and splices of reinforcement, 4) shall be 0.80. 2.3.1.5.6 Bearing: For cases involving bearing on AAC masonry, I) shall be 0.60. 2.3.1.6 Deformation Requirements: 2.3.1.6.1 Drift Limits: Under loading combinations that include earthquake, masonry structures shall be designed so that the calculated drift, A, does not exceed the allowable story drift, A obtained from Section 1630.10 of the UBC or Section 1617.3 of the IBC. 2.3.1.6.2 Deflection of Unreinforced (Plain) AAC Masonry: Deflection calculations for unreinforced (plain) MC masonry shall be based on uncracked section properties. 2.3.1.6.3 Deflection of Reinforced AAC Masonry: Deflection calculations for reinforced AAC masonry members shall be based on cracked section properties including the reinforcement and grout. The flexural and shear stiffness properties assumed for deflection calculations shall not exceed one -half of the gross section properties unless a cracked - section analysis is performed. 2.3.1.7 Anchor Bolts: Headed and bent -bar anchor bolts shall be embedded in grout, and shall be designed in accordance with Section 2108.1.5 of the UBC or Section 2108.6 of the IBC using f' instead of f',,, and neglecting the contribution of AAC to the anchor bolt's edge distance and embedment depth. For anchors embedded in MC in mortar or AAC block units, Section 2.7 applies. 2.3.1.8 Material Properties: 2.3.1.8.1 Compressive Strength: 2.3.1.8.1.1 Masonry Compressive Strength: The specified compressive strength of AAC masonry, f' MC, must be determined by the prism test method and shall equal or exceed 290 psi (2.0 MPa). 2.3.1.8.1.2 Grout Compressive Strength: The specified compressive strength of grout, f' g , shall be from 2,000 psi (13.8 MPa) to 5,000 psi (34.5 MPa). 2.3.1.8.2 Masonry Splitting Tensile Strength: The splitting tensile strength, f AAC, shall be determined by Equation 2 -01. 2.3.1.8.3 Masonry Modulus of Rupture: The modulus of rupture, f,AAC, for MC masonry block shall be taken as two times the masonry splitting tensile strength, f, If a section of AAC masonry contains a horizontal leveling bed, the value of f,AAC shall not exceed 50 psi (345 kPa) at that section. If a section of MC masonry contains a bed joint with MC thin - bed mortar and MC units, the value of f,AAC shall not exceed 80 psi (552 kPa) at that section. 2.3.1.8.4 Masonry Direct Shear Strength: The direct shear strength, f shall be determined by Equation 2 -02. f,, = 0.15 f' (psi /MPa) (2 -02) 2.3.1.8.5 Coefficient of Friction: The coefficient of friction, p, between AAC masonry units shall be 0.75, maximum. The coefficient of friction, p, between MC masonry units and leveling -bed mortar shall be 1.0, maximum. 2.3.1.8.6 Reinforcement Strength: Masonry design shall be based on a reinforcement strength equal to the specified yield strength of reinforcement, f,,, which shall not exceed 60,000 psi (413.7 MPa). The actual yield strength shall not exceed 1.3 times the specified yield strength. The compressive resistance of steel reinforcement shall be neglected unless lateral ties are provided in compliance with the requirements of Section 2108.2.3.2.3 of the UBC or Section 2.1.4.6 or ACI 530 -99 (IBC). 2.3.1.8.7 Modulus of Elasticity: Modulus of elasticity, EAAC of MC masonry shall be EAAC = 6500 (f' (2 -03) 2.3.1.8.8 Modulus of Rigidity: The modulus or rigidity, E,,, of MC masonry shall be E = 0.4 E AAC (2 -04) 2.3.1.9 Section Properties: Member strength shall be computed using section properties based on the minimum net cross - sectional area of the member under consideration. Section properties shall be based on specified dimensions. 2.3.1.10 Concentrated Loads: For computing compressive axial load capacity for walls laid in running bond, the effective cross - sectional area shall be taken as the product of the width of bearing area times a length not to exceed the width of bearing areas plus four times the thickness of the supporting wall, nor the center -to- center distance between concentrated loads. Bearing capacity shall be computed using a bearing area determined as follows: (a) The direct bearing area, A or A, . J,2 / A, (2 - 05) (b) but not more than 2A,, where A2 is the supporting surface wider than A, on all sides, or A2 is the area of the lower base of the largest frustum of a right pyramid or cone having A, as upper base sloping at 45 degrees from the horizontal and wholly contained within the support. For walls in other than running bond, area A2 shall terminate at head joints. Design bearing strength of AAC masonry shall equal 4f multiplied by the bearing area defined in (a) or (b), above. fAAc = 2.4 J f AAC (psi/MPa) (2 -01) Page 3 of 9 ER -6062 2.3.1.10.1 Bearing for Simply Supported Precast Concrete Floor and Roof Members on AAC Shear Walls: The following minimum requirements shall apply so that after the consideration of tolerances, the distance from the edge of the supporting wall to the end of the precast concrete member in the direction of the span is not less than: For AAC floor panels: 2 inches (51 mm) For solid or hollow -core concrete slabs: 2 inches (51 mm) For beams or stemmed concrete members: 3 inches (76 mm) 2.3.1.11 Minimum Reinforcement Requirements for Members of the Lateral Force - resisting System in AAC Masonry: Vertical deformed steel bar reinforcement of at least 0.2 in. (129 mm shall be provided within 24 inches (610 mm) of each side of openings, within 8 inches (203 mm) of movement (control, expansion, contraction, etc) joints, and within 24 inches (610 mm) of the ends of walls. Reinforcement adjacent to openings need not be provided for openings smaller than 16 inches (406 mm) unless the minimum reinforcement requirements are interrupted by such openings. Horizontal reinforcement shall be provided at bottom and top of wall openings and shall extend not less than 24 inches (610 mm) nor less that 40 bar diameters past opening. 2.3.2 Reinforced AAC Masonry: 2.3.2.1 Scope: The requirements of Sections 2.3.1 and 2.3.2 govern AAC masonry design in which reinforcement is used to resist tensile forces. 2.3.2.2 Design assumptions: The following assumptions apply to the design of reinforced MC masonry: (a) There is strain continuity between the reinforcement, grout, and masonry such that all applicable loads are resisted in a composite manner. (b) The nominal strength of singly reinforced masonry cross sections for combined flexure and axial load shall be based on applicable conditions of equilibrium. (c) The maximum usable strain, e�, at the extreme masonry compression fiber shall be assumed to be 0.003. (d) Strain in reinforcement and masonry shall be assumed to be directly proportional to the distance from the neutral axis. (e) Reinforcement stress below specified yield strength, f,,, shall be taken as E times steel strain. For strains greater than that corresponding to f,,, stress in reinforcement shall be taken equal to f,,. (f) The tensile strength of masonry shall be neglected in calculating flexural strength but may be considered in calculating deflection. (g) The relationship between masonry compressive stress and masonry strain shall be assumed to be defined by the following: Masonry stress of 0.85 f',,,, shall be assumed uniformly distributed over an equivalent compression zone bounded by edges of the cross section and a straight line located parallel to the neutral axis at a distance a = 0.67 c from the fiber of maximum compressive strain. The distance c from the fiber of maximum strain to the neutral axis shall be measured perpendicular to that axis. 2.3.2.3 Reinforcement Requirements and Details: 2.3.2.3.1 Reinforcing Bar Size Limitations: Reinforcing bars used in AAC masonry shall not be larger than No. 9 (metric No. 29). The nominal bar diameter shall not exceed one - eighth of the nominal member thickness and shall not exceed one - quarter of the least clear dimension of the cell, course, or collar joint in which it is placed. In plastic hinge zones, the area of reinforcing bars placed in a cell or in a course of hollow unit construction shall not exceed 3 percent of the cell area. In other than plastic hinge zones, the area of reinforcing bars placed in a cell or in a course of hollow unit construction shall not exceed 4.5 percent of the cell area. 2.3.2.3.2 Standard Hooks: The equivalent embedment length to develop standard hooks in tension, l shall be determined by Eq. (2 -06): l = 13d (2 -06) where: d = diameter of bar 2.3.2.3.3 Development: The required tension or compression reinforcement shall be developed in accordance with the following provisions: The required development length of reinforcement shall be determined by Eq. (2 -07), but shall not be less than 12 inches (305 mm). where: yaYt. «Nrxy.!.x¢nmV I ' (2 -07) _ 0.13d Ide K shall not exceed the lesser of the masonry cover, clear spacing between adjacent reinforcement, nor 5 times d y = 1.0 for No. 3 (metric No. 10) through No. 5 (metric No. 16) bars. y = 1.4 for No. 6 (metric No. 19) through No. 7 (metric No. 22) bars. y = 1.5 for No. 8 (metric No. 29) through No. 9 (metric No. 29) bars. 2.3.2.3.3.1 Development of Shear Reinforcement: Shear reinforcement shall extend the depth of the member less cover distances. Except at wall intersections, the end of a horizontal reinforcing bar needed to satisfy shear strength requirements of Section 2.3.2.4.1.2, shall be bent around the edge vertical reinforcing bar with a 180 - degree hook. The ends of single leg or U- stirrups shall be anchored by one of the following means: (a) A standard hook plus an effective embedment of I,/2. The effective embedment of a stirrup leg shall be taken as the distance between the mid -depth of the member, d /2, and the start of the hook (point of tangency). (b) For No. 5 (metric No. 16) bars and smaller, bending around longitudinal reinforcement through at least 135 degrees plus an embedment of //3. The / embedment of a stirrup leg shall be taken as the distance between mid -depth of the member, d/2, and the start of the hook (point of tangency). (c) Between the anchored ends, each bend in the continuous portion of a transverse U- stirrup shall enclose a longitudinal bar. At wall intersections, horizontal reinforcing bars needed to satisfy shear strength requirements of Section 2.3.2.4.1.2 shall be bent around the edge vertical reinforcing bar with a 90- degree standard hook and shall extend horizontally into the intersecting wall a minimum distance at least equal to the development length. (2 -08) Page 4 of 9 ER -6062 2.3.2.3.4 Splices: Reinforcement splices shall comply with one of the following: (a) The minimum length of lap for bars shall be 12 inches (305 mm) or the length determined by Eq. (2 -09), whichever is greater. fide = 2.3.2.4.1 Nominal Strength: (2 -09) 0 (b) A welded splice shall have the bars butted and welded to develop at least 125 percent of the specified yield strength, f,,, of the bar in tension or compression, as required. (c) Mechanical splices shall have the bars connected to develop at least 125 percent of the specified yield strength, f,, of the bar in tension or compression, as required. 2.3.2.3.5 Maximum Reinforcement Percentages: For structures designed using an R value greater than 1.5, the ratio of reinforcement, p, shall not exceed the lesser of the values required to satisfy the following two critical strain conditions: (a) For walls subjected to in -plane forces, for columns, and for beams, a strain of 5 times yield in the extreme tension reinforcement and the maximum usable strain, e at the extreme masonry compression fiber shall be assumed to be 0.003 for MC masonry. (b) For walls subjected to out -of -plane forces, a strain of 1.3 times yield in the extreme tension reinforcement and a maximum masonry strain e at the extreme masonry compression fiber shall be assumed to be 0.003 for MC masonry. In calculating the maximum reinforcement ratio for each case, equilibrium shall include unfactored gravity axial loads. The stress in the tension reinforcement shall be assumed to be 1.25 f Tension in the masonry shall be neglected. The strength of the compression zone shall be calculated as 85 percent of f' times 67 percent of the area of the compressive zone. Stress in reinforcement in the compression zone shall be based on a linear strain distribution. For structures designed using an R value less than or equal to 1.5, the ratio of reinforcement, p, shall not exceed the ratio as calculated using the following critical strain condition: A strain of 2 times yield in the extreme tension reinforcement. The maximum usable strain, e at the extreme masonry compression fiber shall be assumed to be 0.003 for MC masonry. In calculating the maximum reinforcement ratio, equilibrium shall include unfactored gravity axial loads. The stress in the tension reinforcement shall be assumed to be 1.25 f Tension in the masonry shall be neglected. The strength of the compression zone shall be calculated as 85 percent of f' times 67 percent of the area of the compressive zone. Stress in reinforcement in the compression zone shall be based on a linear strain distribution. 2.3.2.3.6 Bundling of Reinforcing Bars: Reinforcing bars shall not be bundled. 2.3.2.4 Design of Beams, Piers, and Columns: Member design forces shall be based on an analysis that considers the relative stiffness of structural members. The calculation of lateral stiffness shall include the contribution of all beams, piers, and columns. The effects of cracking on member stiffness shall be considered. 2.3.2.4.1.1 Nominal Axial and Flexural Strength: The nominal axial strength, P and the nominal flexural strength, M of a cross section shall be determined in accordance with the design assumptions of Sections 2.3.2.2 and 2.3.2.4.1. For any value of nominal flexural strength, the corresponding nominal axial strength calculated in accordance with Sections 2.3.2.2 and 2.3.2.4.1 shall be modified for the effects of slenderness. The nominal flexural strength at any section along a member shall not be less than one fourth of the maximum nominal flexural strength at the critical section. The nominal axial compressive strength shall not exceed Eq. (2 -10) or Eq. (2 -11), as appropriate. (a) For members having an h/r ratio not greater than 99: P„= 0.80 [0.85fA (A - A +f Ii_ ( ) � )(2 10) 140r / (b) For members having an hit' ratio greater than 99: P = 0.80 [0.85 f iuc (A - A + f A ( 7 h r , (2 -11) where: A = Net cross - sectional area of MC, square inches (mm h = Effective height of a column, pilaster or wall, inches (mm). P = Nominal axial strength in AAC, pounds (N). r = Radius of gyration, inches (mm). 2.3.2.4.1.2 Nominal Shear Strength: Nominal shear strength, V shall be computed using Eq. (2 -12) and either Eq. (2 -13) or Eq. (2 -14), as appropriate. V = VAAc + Vs where V„ shall not exceed the following: (a) Where MJV„ d < 0.25: V „ fA' (b) Where M,/V„ d„ > 1.00 V fA (c) The maximum value of V for M,/V„ d„ between 0.25 and 1.0 may be interpolated. The nominal masonry shear strength shall be taken as the least of the values computed using Section 2.3.2.4.1.2.1 through 2.3.2.4.1.2.3. Nominal shear strength provided by reinforcement, V shall include only deformed reinforcement embedded in grout for MC shear walls. 2.3.2.4.1.2.1 Nominal In -plane Masonry Shear Strength as Governed by Web -shear Cracking: Nominal masonry shear strength as governed by web -shear cracking, V shall be computed using Eq. (2 -15a) for AAC masonry with mortared head joints, and Eq. (2 -15b) for masonry with unmortared head joints: VAAC = 0.95 t' t f'AAc _ + 2.4 et 1V, AAC r,t (2 -12) (2 -13) (2 -14) (2 -15a) VAAc — 66 t' 1 P. (2 -15b) Page 5 of 9 ER -6062 For AAC masonry in other than running bond, nominal masonry shear strength as governed by web -shear cracking, VAAC , shall be computed using Eq. (2 -15c): VAAC = 0.9 f'AAC A„ + 0.05P„ (2 -15c) 2.3.2.4.1.2.2 Nominal In -plane Shear Strength as Governed by Crushing of Diagonal Compressive Strut: For walls with M,/V„ d <1.5, nominal shear strength, V shall as governed by crushing of a diagonal strut, shall be computed as follows: VAAC = O.17 f' , �ct h•I 2 h + (+ For walls with M,/V„ d„ equal to or exceeding 1.5, capacity as governed by crushing of the diagonal compressive strut need not be calculated. 2.3.2.4.1.2.3 Nominal In -plane Shear Strength as Governed by Sliding Shear: At an unbonded interface, nominal shear strength as governed by sliding shear, V, shall be as follows: VAAC = PP„ (2 -16b) At an interface where AAC thin -bed mortar or leveling bed mortar are present, the nominal sliding shear capacity shall be calculated by Eq 2 -16b using coefficient of friction, p, from Section 2.3.1.8.5. 2.3.2.4.1.2.4 Nominal Shear Strength Provided by Shear Reinforcement: Nominal shear strength provided by reinforcement, V shall be computed as follows: Vs = Av S f (2 - 17) 2.3.2.4.1.2.5 Nominal Shear Strength as Governed by Out -of -plane Loading: Nominal shear strength as governed by out of plane loading shall be computed as follows: VMMC = 0.8 f bd 2.3.2.4.2 Beams: 2.3.2.4.2.1 AAC masonry members designed primarily to resist flexure shall comply with the requirements of Section 2.3.2.4.2. The factored axial compressive force on a beam shall not exceed 0.05 A f ' AAC• 2.3.2.4.2.2 Longitudinal Reinforcement: The variation in longitudinal reinforcing bars shall not be greater than one bar size. Not more than two bar sizes shall be used in a beam. The nominal flexural strength of a beam shall not be less than 1.3 times the nominal cracking moment strength of the beam, M„ The modulus of rupture, f„ for this calculation shall be determined in accordance with Section 2.3.1.8.3. 2.3.2.4.2.3 Transverse reinforcement: Transverse reinforcement shall be provided where V„ exceeds (1)V The factored shear, V „, shall include the effects of lateral load. When transverse reinforcement is required, the following provisions shall apply: (a) Transverse reinforcement shall be a single bar with a 180 - degree hook at each end. (b) Transverse reinforcement shall be hooked around the longitudinal reinforcement. (c) The minimum area of transverse reinforcement shall be 0.0007 bd (d) The first transverse bar shall not be located more than one fourth of the beam depth, d from the end of the beam. (e) The maximum spacing shall not exceed one half the depth of the beam nor 48 in. (1219 mm). 2.3.2.4.2.4 Construction: Beams shall be grouted solid. 2.3.2.4.2.5 Dimensional Limits: Dimensions shall be in accordance with the following: (a) The clear distance between locations of lateral bracing of the compression side of the beam shall not exceed 32 times the least width of the compression area. (b) The nominal depth of a beam shall not be less than 8 inches (203 mm). (2 -16a) 2.3.2.4.3 Piers: The factored axial compression force on the piers shall not exceed 0.3 A (2 -18) P1M p+. nM1'pMR�.N 4t� r. �M�9im. 4SSYV :�YYO'��I.NiNkWCIf,Y'N�Mrt:,�; 2!i'wewlv.:r «..w�..y� ..... fAAC. 2.3.2.4.3.1 Longitudinal Reinforcement: A pier subjected to in -plane stress reversals shall be reinforced symmetrically about the neutral axis of the pier. The longitudinal reinforcement of all piers shall comply with the following: (a) One bar shall be provided in the end cells. (b) The minimum area of longitudinal reinforcement shall be 0.0007 bd. (c) Longitudinal reinforcement shall be uniformly distributed throughout the depth of the element. 2.3.2.4.3.2 Dimensional Limits: Dimensions shall be in accordance with the following: (a) The nominal thickness of a pier shall not be less than 6 inches (152 mm) and shall not exceed 16 inches (406 mm). (b) The distance between lateral supports of a pier shall not exceed 25 times the nominal thickness of a pier except as provided for in Section 2.3.2.4.3.3(c). (c) When the distance between lateral supports of a pier exceeds 25 times the nominal thickness of the pier, design shall be based on the provisions of Section 2.3.2.5. (d) The nominal length of a pier shall not be less than three times its nominal thickness nor greater than six times its nominal thickness. The clear height of a pier shall not exceed five times its nominal length. Exception: When the factored axial force at the location of maximum moment is less than 0.05 f' A the length of a pier may be equal to the thickness of the pier. 2.3.2.4.4 Columns: 2.3.2.4.4.1 Longitudinal Reinforcement: Longitudinal reinforcement shall be a minimum of four bars, one in each corner of the column, and shall comply with the following: (a) Maximum reinforcement area shall be determined in accordance with Section 2.3.2.3.5, but shall not exceed 0.04 A„. (b) Minimum reinforcement area shall be 0.0025 A. (c) Longitudinal reinforcement shall be uniformly distributed throughout the depth of the element. 2.3.2.4.4.2 Lateral Ties: Lateral ties shall be provided in accordance with Section 2108.2.3.2.3 of the UBC or Section 2.1.4.6 of ACI 530 -99 (IBC). 2.3.2.4.4.3 Construction: Columns shall be solid grouted. 2.3.2.4.4.4 Dimensional Limits: Dimensions shall be in accordance with the following: (a) The nominal width of a column shall not be less than 8 inches (203 mm). Page 6 of 9 (b) The distance between lateral supports of a column shall not exceed 30 times its nominal width. (c) The nominal depth of a column shall not be less than 8 inches (203 mm) and not greater than three times its nominal width. 2.3.2.5 Wall Design for Out -of -plane Loads: 2.3.2.5.1 General: The requirements of Section 2.3.2.5 are for the design of walls for out -of -plane loads. 2.3.2.5.2 Maximum Reinforcement: The maximum reinforcement ratio shall be determined by Section 2.3.2.3.5. 2.3.2.5.3 Moment and Deflection Calculations: All moment and deflection calculations in Section 2.3.2.5.4 are based on simply supported conditions top and bottom. For other support and fixity conditions, moments, and deflections shall be calculated using established principles of mechanics. 2.3.2.5.4 Was with Factored Axial Stress of 0.05 f or or Less: The procedures set forth in this section shall be used when the factored axial load stress at the location of maximum moment satisfies the requirement computed by Eq. (2 -19). s0.05 f A AC (2 -19) Factored moment and axial force shall be determined at the midheight of the wall and shall be used for design. The factored moment, M,,, at the midheight of the wall shall be computed using Eq. (2 -20). where: P„ = P„ + P (2 -21) The design strength for out -of -plane wall loading shall be in accordance with Eq. (2 -22). M„ s 9 M„ (2 -22) where: w„h' e„ M„ 8 + Pw 2 +Puau (2 -20) Mn = (AA, + P„) (d - 2) (2 -23) a - (Pu + Asfy) (2 -24) 0.85fA The nominal shear strength for out -of -plane loads shall be determined by Section 2.3.2.4.1.2.5. 2.3.2.5.5 Walls with Factored Axial Stress Greater than 0.05f' The procedures set forth in this section shall be used for the design of masonry walls when the factored axial load stress at the location of maximum moment exceeds 0.05f mc. These provisions shall not be applied to walls with factored axial load stress equal to or exceeding 0.2f or slenderness ratios exceeding 30. Such walls shall be designed in accordance with the provisions of Section 2.3.2.5.4 and shall have a minimum nominal thickness of 6 inches (152 mm). The nominal shear strength shall be determined by Section 2.3.2.4.1.2. 2.3.2.5.6 Deflection Design: The horizontal midheight deflection, 6,, under service lateral and service axial loads (without load factors) shall be limited by the relation: s 0.007h (2 -25) P -delta effects shall be included in deflection calculations. The midheight deflection shall be computed using either Eq. (2 -26) or Eq. (2 -27), as applicable. (a) Where M ser < M cr Os = 2 5 Mserh 48E ER -6062 (2 -26) (b) Where M < M S er <M„ 5_ = 5M 5 (Mser - Mcr)h2 4 8 E A A Clg 48 EAA C lcr The cracking moment strength of the wall shall be computed using Eq. (2 -28), where f r AAC is given by Section 2.3.1.7.3: (2 -27) Mcr=S„(frAAC + A) (2 -28) A If the section of AAC masonry contains a horizontal leveling bed, the value of f, shall not exceed 60 psi (414 kPa). 2.3.2.6 Wall Design for In -plane Loads: 2.3.2.6.1 Scope: The requirements of Section 2.3.2.6 are for the design of walls to resist in -plane loads. 2.3.2.6.2 Reinforcement: Reinforcement shall be in accordance with the following: (a) The amount of vertical reinforcement shall not be less than one half the horizontal reinforcement. (b) The maximum reinforcement ratio shall be determined in accordance with Section 2.3.2.3.5. 2.3.2.6.3 Flexural and Axial Strength: The nominal flexural and axial strength shall be determined in accordance with Section 2.3.2.4.1.1. 2.3.2.6.4 Shear Strength: The nominal shear strength shall be computed in accordance with Section 2.3.2.4.1.2. 2.3.2.6.5 Flexural Cracking Strength: The flexural cracking strength shall be computed in accordance with Eq. (2 -29), where f,mc is given by Section 2.3.1.8.3: Vcr + (: -• f rAAC + A (2 -29) n If the section of AAC contains a horizontal leveling bed, the value of frAAC shall not exceed 60 psi (414 kPa). 2.3.3 Unreinforced (Plain) AAC Masonry: 2.3.3.1 Scope: The requirements of Sections 2.3.1 and 2.3.2 govern masonry design in which AAC masonry is used to resist tensile forces. 2.3.3.1.1 Strength for Resisting Loads: Unreinforced (plain) MC masonry members shall be designed using the strength of masonry units, mortar, and grout in resisting design loads. 2.3.3.1.2 Strength Contribution from Reinforcement: Stresses in reinforcement shall not be considered effective in resisting design loads. 2.3.3.1.3 Design Criteria: Unreinforced (plain) AAC masonry members shall be designed to remain uncracked. 2.3.3.2 Flexural Strength of Unreinforced (Plain) AAC Masonry Members: The following assumptions shall apply when determining the flexural strength of unreinforced (plain) MC masonry members: (a) Strength design of members for factored flexure and axial load shall be in accordance with principles of engineering mechanics. Page 7 of 9 ER -6062 (b) Strain in masonry shall be directly proportional to the distance from the neutral axis. (c) Flexural tension in masonry shall be assumed to be directly proportional to strain. (d) Flexural compressive stress in combination with axial compressive stress in masonry shall be assumed directly proportional to strain. Nominal compressive strength shall not exceed a stress corresponding to 0.85 f' MC . (e) The nominal flexural tensile strength of AAC masonry shall be determined from Section 2.3.1.8.2. 2.3.3.3 Nominal Axial Strength of Unreinforced (Plain) AAC Masonry Members: Nominal axial strength, P,,, shall be computed using Eq. (2 -30) or Eq. (2 -31). (a) For members having an h/r ratio not greater than 99: P„ = 0.80 0.85AnfAAC 1 -' h (140r) 140r (b) For members having an h/r ratio greater than 99: P„ = 0.80 O.85A fAAC ( ) 2 1 (2 - 31) 2.3.3.4 Nominal Shear Strength of Unreinforced (Plain) Masonry Members: The nominal shear strength of AAC masonry, y shall be the least of the values computed by Section 2.3.2.4.1.2.1 through 2.3.2.4.1.2.3. In evaluating nominal shear strength by Section 2.3.2.4.1.2.3, effects of reinforcement shall be neglected. 2.3.3.4.1 Special Provisions for Shear Wall Specimens with AAC Laid in Other Than Running Bond: The provisions of 2.3.2.4.1.2 shall apply. 2.3.3.5 Flexural Cracking: The flexural cracking strength shall be computed in accordance with Section 2.3.2.6.5. 2.4 Thermal Characteristics: Thermal conductivity and resistance properties for AAC block units and panels are indicated in the Table 1. 2.5 Surface Treatment: Exterior coverings complying with the UBC or IBC are required on the exterior surface of exterior walls per ASTM C 1555 -03, Section 9. The interior surfaces must be coated with conventional plaster or other approved interior wall finishes. For basement wall applications, precaution shall be taken to allow for the drying of the wall prior to backfilling. This precaution is achieved either by applying impermeable protection on the outside, below ground level, in which case heat drying takes place towards the inside; or by applying a no- capillary air - permeable cover on the outside, below ground level (e.g., mineral wool mat). In the latter case, the drying takes place through both sides of the basement wall. 2.6 Installation: °D (2 -30) 2.6.1 General: AAC products are installed in accordance with applicable codes, approved construction drawings, and /or AAC specifications, by installers approved by the manufacturers. A copy of this report, construction drawings, and /or specifications shall be available at the jobsite at all times during installation. The installation instructions within this report shall govern if there are any conflicts with the manufacturer's instructions. 2.6.2 AAC Masonry Units: With the exception of the first course, which is laid with Type M, 1 / ; to 1- inch -thick (6 to 25 mm) mortar complying with ASTM C 270, MC wall construction units, manufactured in accordance with ASTM C 1386, are laid with MC thin -bed or thick -bed mortars described in Section 2.2.2 in accordance with this report, with or without vertical joint mortaring. Where mortar is omitted at vertical joints, the structural drawings must specifically describe omission based on strength reduction due to unmortared vertical joints as noted in Section 2.3. The MC masonry walls are built in running bond, i.e., the vertical joints are staggered a minimum of one quarter the length of the units, but not less than 4 inches (102 mm). The mortar is applied to clean masonry unit surface, using a 3/16-inch-by-3/16- inch (4.8 mm by 4.8 mm) V- notched trowel. Unless measures are taken to heat the blocks, the minimum ambient temperature during installation is 40 (4'C). When reinforcing is required, cells are to be prepared by the MC manufacturer or trained installers, and grouted with grout having a minimum compressive strength of 2,000 psi (13.8 MPa) at 28 days. Figure 1 shows reinforcement placement. MC pier and column construction units are cut to shapes and sizes using hand or electric saws. Ordinary wood working tools can also be used; however special tools are also available to help maintain accurate lines and levels. 2.7 Fasteners: Except as noted in Section 2.3.1.7, connections, using fasteners approved by the MC manufacturer, are subject to approval by the building official for each project. 2.8 Special Inspection: Special inspection of concrete, structural masonry and fastener placement shall conform to Section 1701 of the UBC and Section 1704 of the IBC. The special inspector's duties include verifying panel, masonry unit and mortar identification; panel and unit placement; reinforcement placement for field reinforcement; grout preparation and placement; mortar preparation; and application. 2.9 Identification: All MC product labels include the evaluation report number (ER- 6062), the name of the inspection agency (Underwriters Laboratories), and the following information for field identification. 1. MC masonry units: All packages of MC wall masonry units recognized in this report carry the manufacturer's name and /or trademark, a code that indicates the production plant and production date, the product type and the strength class and density in accordance with Table 1 of ASTM C 1386. 2. MC mortar: The packages of MC mortar carry the manufacturer's name, mixing instructions, application instructions, and shelf life. 3.0 EVIDENCE SUBMITTED Data in accordance with the ICC -ES Interim Criteria for Concrete and Concrete Masonry Wall Systems (AC15), dated June 2003; quality control manuals; and thermal property data. 4.0 FINDINGS That the Autoclaved Aerated Concrete (MC) Masonry Units described in this report comply with the 1997 Uniform Building CodeTM and the 2000 International Building Code ® , subject to the following conditions: 4.1 The MC block units are designed using the strength design procedures outlined in this report, and the design shall be in accordance with the applicable code. CLASS DRY DENSITY Iblft (kglm THERMAL CONDUCTIVITY, K (Btu•inIhr•ft'•F) THERMAL RESISTANCE, R (hr•ft AAC2 25 (400) ± 1.6 0.80 1.25 AAC3 31 (500) ± 1.6 0.97 1.03 AAC4 37 (600) ± 1.6 0.97 1.03 AAC6 44 (700) ± 1.6 1.25 0.8 Page 8of9 4.2 Plans, specifications, engineering calculations and other construction documents specifying the use of autoclaved aerated concrete masonry units are submitted to the building official for approval. 4.3 Inspection and installation of the AAC masonry units shall comply with the requirements set forth in the code for structural masonry. Special inspection 1Btu M 1hr•ft 0.1761K•m' For SI: z - 1.73 - hr•ft •F m•k' Btu W TABLE 1— THERMAL PROPERTIES OF MC PER INCH OF THICKNESS ER -6062 shall be provided and shall comply with Section 2.8 of this report. 4.4 The masonry units and mortars are manufactured by the additional listee in this report with inspections by Underwriters Laboratories (AA -668). This report is subject to re- examination in one year. "Page 9 of 9 VARIES 4" TO 18' V2 1 1/2" MIN 1 1/2' MIN t/2 VARIES 4' TO 18" V2 VARIES 6" TO 18" 8" 24" AAC SOLID BLOCK AAC "O" - BLOCK 3" 0 MIN. SOLID GROUTED CELL WITH VERTICAL STEEL REINFORCING AS REQUIRED IN THIS REPORT. GROUTED CELL WITH VERTICAL STEEL REINFORCING AS REQUIRED IN THIS REPORT AAC OPEN END BLOCK FIGURE 1 1 1/2' MIN VARIES 6" TO 18* VARIES 4" TO 16" 24" 24" ER -6062 AAC "U" - BLOCK AAC 'U' BLOCK GROUTED SOLID WITH HORIZONTAL REINFORCING AS REQUIRED IN THIS REPORT AAC JUMBO BLOCK Z03- ), REPORTTM ICBO Evaluation Service, Inc. • 5360 Workman Mill Road, Whittier, California 90601 • www.icboes.org Filing Category: ROOF, WALL AND FLOOR PANELS - Cement and Fiber Slab Units (216) SVANHOLM TOBERMORITE LIGHTWEIGHT STRUCTURAL MINERAL BLOCKS SVANHOLM INTERNATIONAL, LTD. 226 BROADWAY PROVIDENCE, RHODE ISLAND 02903 E- CRETE, LLC 22580 WEST MARICOPA HIGHWAY CASA GRANDE, ARIZONA 85222 1.0 SUBJECT Svanholm Tobermorite Lightweight Structural Mineral Blocks. 2.0 DESCRIPTION 2.1 General: Svanholm Tobermorite Lightweight Structural Mineral Blocks are produced from autoclaved aerated concrete (AAC). MC is a lightweight cellular material consisting of crystalline tober- morite mineral phase, manufactured using a chemical reac- tion between finely divided calcareous and siliceous materi- als. The cellular structure is achieved by aeration. This material is then high - pressure steam -cured (autoclaved), which leads to the formation of tobermorite mineral phase. AAC blocks are solid and are cut from the above material. The blocks are manufactured in Quality Class 500, which represents a nominal dry density of 30.76 Ib /ft (500 kg /m and a minimum compressive strength of 435 psi (3.0 MPa) in accordance with RILEM 2.4. The blocks are 24 inches (610 mm) long, 8 inches (203 mm) in height, and either 4 inches (102 mm), 6 inches (152 mm), 8 inches (203 mm), 10 inches (254 mm), 12 inches (305 mm), or 14 inches (356 mm) thick. The tolerances are 1/16 inch (1.6 mm) for all dimensions. MC blocks shall be dusted prior to application of mortar, so that any loose dust on the surface does not interfere with bonding of mortar. The blocks are illustrated in Figure 1. 2.2 Svanholm Thin -Joint Mortar: Masonry blocks are laid with Svanholm thin -joint mortar, a proprietary mixture supplied in a dry, ready -mixed form, and containing fine sand and /or crushed marble, cement, lime and plasticizing and water - retaining additives. Svanholm thin -joint mortar is considered Type N masonry cement mor- tar. Packaged in 48.5 -pound (22 kg) bags, the mortar is mixed with 1 gallons (6.5 L) of water for 3 to 10 minutes. Retemp- ering is not permitted. Pot life is 2 hours, maximum. The mortar joints are approximately 1/8 inch (3.2 mm) thick, and shall have a minimum compressive strength at 28 days of 1,450 psi (10 MPa). 2.3 Design: Structural applications are as follows: 1. Reinforced or unreinforced in Seismic Zones 0 and 1. 2. Reinforced in Seismic Zones 2A and 2B. 3. Prohibited in Seismic Zones 3 and 4. Design is based on unreinforced working stress design in accordance with Section 2107 of the 1997 Uniform Building CodeTh' (UBC). For Seismic Zones 2A and 2B, unreinforced design is used, and reinforcement is not used to enhance structural resistance. Minimum reinforcement shall comply with Section 2106.1.12.3 of the UBC. For shear walls, reinforcement is required in vertical chords to resist tension due to overturning. 1. Axial compressive strength (F 164 psi (1.13 MPa). 2. Flexural compressive strength (Fb): 120 psi (0.83 MPa). 3. Flexural strength in tension (F 24 psi (0.165 MPa). 4. Modulus of elasticity (E 150,000 psi (1034 MPa). 5. Density: 30.76 pcf (500 kg /m). 6. Thermal resistance (R value per inch of thickness): 1.20 Hr • ft • ° F /BTU (0.21 m W K l 7. Shear strength in flexure (F„): 32 psi (0.22 MPa). 8. Bearing stress (Fb 90 psi (0.62 MPa). 9. Shear strength in shear walls (F„): 4.37 psi (0.0301 MPa). 10. Tensile stress on deformed bars used in shear walls: 24 ksi (155 MPa). Typical allowable design values for vertical loads and out - of -plane lateral loads are presented in Tables 1 and 2. Com- bined axial and flexural stresses shall satisfy equation (7 -42) in Section 2107.3.4 of the UBC. The hit ratio for bearing walls with axial compressive stresses is 25, maximum. The h /tratio for nonbearing walls loaded in flexure for out -of -plane loads is 40, maximum. The height/width aspect ratio for shearwalls is 1:1, maximum. 2.4 Miscellaneous: Approved exterior coverings are required on the exterior sur- face of exterior walls. The interior surfaces are coated with conventional plaster or other interior wall finishes. For base- ment wall applications, precautions shall be taken to allow for the drying of the wall. This precaution is achieved by either applying impermeable protection on the outside, below ground level, in which case heat drying takes place toward the inside; or by applying a noncapillary air - permeable cover on the outside, below ground level (e.g., mineral wool mat). I n the latter case, the drying takes place through both sides of the basement wall. 2.5 Installation: The units shall be installed in accordance with this report, Chapter 21 of the UBC, the structural plans and the manufac- turer's instructions by approved installers. A copy of the plans and this report shall be available on the jobsite at all times dur- ing installation. The instructions within this report will govern if there are any conflicts between the manufacturer's instruc- tions and this report. Where reinforcement is used, grout cells shall be prepared by Svanholm, E- Crete, or their approved installers. Rein- REPORTS" are not to be construed as representing aesthetics o q� r cn other attributes not specifically addresser/, nor are they to be construed as on endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICIJO Evaluation Service, Inc., express or implied, as to any finding or other ,natter in this report, or as to any product covered by the report. Copyright © 2001 -- - - ...r,r�.., s+=* trruvamirr9+7!!sAi..tVPV'tfM E R -5427 Reissued September 1, 2001 Page 1 of 3 THICKNESS, t (Inches) WALL HEIGHT, h (ft.) 10 12 14 16 18 20 22 24 4 NA NA NA NA NA NA NA NA 6 8,760 7,456 NA NA NA NA NA NA 8 13, 369 12,373 11,203 9,860 NA NA NA NA 10 17, 687 16,872 15,918 14,825 13,593 12,222 NA NA 12 21,861 21,163 20,349 19,420 18,374 17,213 15,936 14,544 14 25,956 25,335 24,619 23,803 22,888 21,873 20,760 19,547 THICKNESS, t (Inches) WALL HEIGHT, h (ft.) 10 12 14 16 18 20 22 24 4 5.12 3.56 NA NA NA NA NA NA 6 11.52 8 5.88 4.5 3.56 2.88 NA NA 8 20.48 14.22 10.45 8 6.32 5.12 4.23 3.56 10 32 22.22 16.33 12,5 9.88 8 6,61 5.56 12 46.08 32 23,51 18 14.22 11.52 9.52 8 14 62.72 43.56 32 24.5 19.36 15,68 12.96 10.89 Page 2 of 3 ER -5427 forcement placement shall comply with Section 2104.5 of the UBC, and grout placement shall comply with Section 2104.6 of the UBC. Figure 1 illustrates typical methods of placing ver- tical and horizontal reinforcement. 2.6 Four -hour Fire - resistive Wall Construction: The blocks are constructed in accordance with this report in running bond. For nonbearing applications, blocks must be a minimum of 4 inches (102 mm) thick. For bearing applica- tions, walls must be a minimum of 6 inches (152 mm) thick. 2.7 Fasteners: Fasteners and connections are subject to approval by the building official for each project. 2.8 Special Inspection: Special inspection of structural masonry reinforcement, grout and fastener placement shall conform to Section 1701.5 of the UBC. The special inspector's duties include verifying ma- sonry unit and mortar identification; unit placement; reinforce- ment placement; grout preparation and placement; mortar preparation; and application. 2.9 Identification: All pallets of blocks shall bear the Svanholm name and ad- dress, E -Crete name and address, the block name and type, the evaluation report number (ICBO ES ER -5427) and the name of the quality control agency (Underwriters Laborato- ries Inc.). Svanholm thin -bed mortar shall be identified with the prod- uct name, the company name (Svanholm) and address, the weight [48.5 pounds (22 kg)], the evaluation report number (ICBO ES ER -5427) and the mixing instructions. 3.0 EVIDENCE SUBMITTED Data in accordance with the ICBO ES Acceptance Criteria for Concrete and Concrete Masonry Wall Systems (AC15), dated January 2001. For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, I Ibf. /ft. = 14.59 N/tn. INA = Not applicable. For SI: 1 inch = 25.4 mm, I foot = 304.8 mm, 1 psf = 47.88 Pa. INA = Not applicable. 4.0 FINDINGS TABLE 1- ALLOWABLE VERTICAL LOAD, W(Ibs. /ft.) TABLE 2- ALLOWABLE LATERAL WIND LOAD, W w 1 (psf) 1 That the Svanholm masonry blocks described in this re- port comply with the 1997 Uniform Building CodeTM (UBC), subject to the following conditions: 4.1 The blocks are installed in accordance with the code, this evaluation report, and the manufactur- er's instructions by approved installers. 4.2 The material is considered noncombustible. 4.3 Walls constructed solely with Svanholm blocks are constructed in accordance with Section 2.6 where a fire - resistive rating is required. 4.4 All units described in this report are designed in ac- cordance with the allowable stresses in this report and in accordance with Chapter 21 of the UBC as unreinforced masonry. 4.5 All plans specifying the use of Svanholm masonry blocks are accompanied by structural design cal- culations, signed and sealed by a registered pro- fessional engineer or architect. 4.6 Walls constructed with Svanholm blocks in accor- dance with this report comply with Section 2.3 re- quirements for specific seismic zones. 4.7 Inspection and installation of the units shall com- ply with the requirements set forth in the UBC for structural masonry. Special inspection shall com- ply with Section 2.8 of this report. 4.8 Units are produced at the E -Crete plant in Casa Grande, Arizona, with quality control inspections by Underwriters Laboratories Inc. (AA -668). This report is subject to re- examination in two years. Page 3 of 3 ER -5427 VARIES 4- TO W I 1/2" MIN 1/2 VARIES r TO 1W e• 1 1/2" MIN e• VARIES 6- TO IV t/2 AAC SOLID BLOCK AAC 0—BLOCK Y • MIN. GROUTED CELL IMTH VERTICAL STEEL REINFORCING AS REQUIRED BY; 1997 UBC. MC MANUFACTURER. AND ARCHITECT OR ENGINEER OF RECORD (REINFORCEMENT REQUIRED FOR SEISMIC ZONES 2A AND 2B) GROUTED CELL 19TH VERTICAL STEEL REINFORCING AS REQUIRED BY; 1997 UBC. AAC MANUFACTURER. AND ARCHITECT OR ENGINEER OF RECORD (REINFORCEMENT REQUIRED FOR SI9IIC ZONES 2A ANO 29) AAC OPEN END BLOCK AAC - u • BLOCK GROUTED SOLID 11TH HORIZONTAL REINFORCING AS REQUIRED BY; 1997 UBC. MC MANUFACTURE. AND ARCHITECT OR ENdNEER OF RECORD. 1 1/2" MIN t - BLOCK THICKNESS VARIES r TO IV VARIES 4 TO IV 24 FIGURE 1 —AAC STANDARD BLOCKS ▪ AAC U —BLOCK AAC JUMBO BLOCK Z _ I Z 6 O 0 CO 0 J N LL W O IL Q w I a Ili Z � I— O Z W uj o O- • F- w uj • U u. — O •• W — co O. Z Client Name: Contact: Client Address: 6314 7th Ave S Date: Supplier: Material Data: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: Yards placed: Design Strength: Inspection Performed: Grid Lines /Location: 42344 5/4/04 7 4 X 8 12.56 1/1 Distribution: Remarks: The BBA Group Bill Pistilli Seattle, WA 98108 4/27/04 Stoneway Concrete 11 9002 347 403140 3 5 4000 Reinforced Concrete Client ❑ Engineer Municipality ❑ Architect Field /Material Report Report Number: 27677 th Ave N E 180; ' Redmon W�A 98052 1 a t 7i ,.b .t a .. • 5 88 ; 5812 Fax 42 5:88,1 y5441 ❑ Contractor ❑ Owner ❑ Distribute Other ❑ Distribute Other 3 Project Number: Permit # Project Name: Address: Air Temperature: 65 Concrete Temperature: 77 Air Content: Slump: Time Sampled: Added Water: Admixtures 100XR 33.8 oz. 04 -117 D03 -246 , BBA Bui 15208 52nd Ave S Location: See below ASTM C 1064 ASTM C 143 8 1/4" A STM C 231 1:15:00 PM 5 gal. By contractor Resteel and concrete beam in masonry. Concrete beam over openings on west side of building. 4' lift over opening at 10" block on side of building. Resteel was per plan and engineers red -line set of shop drawings. Concrete /grout was placed via pump and was mechanically consolidated. Water added was part of 11 gallons allowable per batch plant ticket. Conforming to approved plans Inspector: Flint, Sean FLI 90 4238 Inspector2: Inspector3: Reviewed: Anderson, Kim Samples Tested in Accordance with ASTM: C 1231 Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 72480 5770 C 1231 Pad Cap MAY 1 7 2004 Date Mailed: 5/12/04 Tested By: Mike Holtz Reviewed: Alan Hale All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden Client Name: The BBA Group Address: 6314 7th Ave S Seattle, WA 98108 Date: 4/14/04 Size: Date Assembled: Design Strength: Type: Design Strength: Supplier: Additives: Remarks: 42092 42091 42090 Report Number: 27522b T, fisting „Laboratory Inc.,.7.126180th Ave:N:E: Park 180 LSuite C101Red WA 9805 one 425.8815821Fax'425`881,54 ,.._....,:'.�:: Dui.. �,'::'. � ,i`.�a;:K:;,'•E':'7:��,,...�,,. `_�.. ?ristiV Da 8x16x8 4/13/04 1500 ortarip t S 1800 Mixed on Site 5/12/04 5/12/04 5/12/04 Sample ID Break date Age 42088 4/21/04 7 Masonry Prism Report Project Number: Permit Number: Project Name: r�s�;��,Masoriry�Unit� Grade Type: N -1 Design Strength: 1900 Manufacturer: Eastside Dimensions: 8x8x8 28 28 28 Area 57 Distribution: jI■ Distribute Client Distribute Architect Distribute Engineer 7 Distribute Other yi Distribute Municipality i Distribute Other Distribute Contractor 57 57 57.76 04 -117 D03 -246 BBA Building tai n'"S`�$G"'�'� 3r..�rm • • , a• .- "`ix1 1,i.. s" q1 , u ;;- r; ?w4.lr,, tat' Mix Number: 6076 Design Strength: 2000 Supplier: Stoneway Location: CMU walls Westside - 8" and 12” walls (1st 10' above finish floor) North end - 12" walls (1st 10' above finish floor) Eastside - 8" and 12" walls, North half (1st 10' above finish floor) Prisms were properly constructed to represent building walls. Prisms were properly grouted to represent building walls. Inspector: Reviewed By: ❑ Conformance Total Load 161110 203630 195540 197710 Tested By: Reviewed By: Graham, Jerry GR Alan Hale ❑ Non Conformance PSI 2830 3570 3430 3420 mike holtz Alan Hale All reports are considered confidential and are the property of the client and A.A.R Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R Testing Laboratory is strictly forbidden. Masonry Prism Report i - 71: .am Ni " v'" r>' T! tfu.;. t' r:, r�l `Kz'iYf:..Yr{}ya.�•n - .o:�+nie»n.;na +i + t Tes ing, :;; Inc:::71261 e s ' • e }Av r r! `°,+ ✓a Ph one 4251881 Yn _,� i...1. ie� .. <•. ri . i {.xti 4J,' r..l..sx� Client Name: The BBA Group Address: 6314 7th Ave S Seattle, WA 98108 Date: 4/14/04 Report Number: 27522b y.4rr�.K,^- nt 'a' k�1 804 , Suite'l C101 ; Redmond; WA 9805 4 s c . 8 kj e + t rat t'i �' J1 r f r vt 1 . 15 441, SL �f�r r c wt �, f r rj S`fF II � r P is •:v:l ««i »..``li,! ..6x..«;ni ,.fyaaxt +,..d'!sl Project Number: 04 -117 Permit Number: D03 -246 Project Name: BBA Building 42089 4/21/04 7 57 164280 2880 Distribution: j D istribute Client - Distribute Architect Tested By: mike holtz • D istribute Engineer Distribute Other Reviewed By: Alan Hale j Distribute Municipality E Distribute Other Distribute Contractor All reports are considered confidential and are the property of the client and A.A.R Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R Testing Laboratory is strictly forbidden. .i '.•. i. ...• ' �;� y �1 1F:- i - ass :�3+�::" �q�h1,y5.'«cs +i:+i::l c5..; .. Remarks: " e 14'6"rtioratoi Client Name: The BBA Group Address: 6314 7th Ave S Seattle, WA 98108 Date: 4/14/04 P ri s m D Size: 10x16x8 Date Assembled: 4/13/04 Design Strength: 1500 m �:u. .. �� t+ t raf ,„ , Mo rtar:<Data Type: S Design Strength: 1800 Supplier: Mixed on Site Additives: Masonry Prism Report Report Number: 27522c M *: n � 1J "� ?mc' r F cn. .r , tlAnTYM 6180thkAve ME Par�(r�180�;Suite C101 ; Rec �mond WA 98052f s5. ,, � .., . � '1 1 , i. � l �:�j� .,._ �:�.:_' ro .v,: ;. l r.._�•;.._:i one 425881' 5821 Fax Project Number: 04 -117 Permit Number: D03 -246 Project Name: BBA Building w ^ , et w { wq v. "" .,x. +..1', , 5, 5 "i'fiix1 `• r•- n 'S,y ; a ' y Un i t Datak. ` _..._� 1�'.� `s routDa a S, , ,,� :> Grade Type: N -1 Mix Number: 6076 Design Strength: 1900 Design Strength: 2000 Manufacturer: Eastside Supplier: Stoneway Dimensions: 10x8x8 Location: CMU walls Westside - 8" and 12" walls (1st 10' above finish floor) North end - 12" walls (1st 10' above finish floor) Eastside - 8" and 12" walls, North half (1st 10' above finish floor) Prisms were properly constructed to represent building walls. Prisms were properly grouted to represent building walls. Inspector: Graham, Jerry GR Reviewed By: Alan Hale ❑ Conformance ❑ Non Conformance Sample ID Break date Age Area Total Load PSI 42094 4/21/04 7 72.96 201170 2760 42095 5/12/04 28 72.96 252610 3460 42096 5/12/04 28 72.2 250650 3470 42093 4/21/04 7 72.96 198090 2720 Distribution: yj Distribute Client 1= Distribute Architect Tested By: mike holtz ] Distribute Engineer Distribute Other Reviewed By: Alan Hale j/ Distribute Municipality(_ Distribute Other Distribute Contractor All reports are considered confidential and are the property of the client and A.A.R Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R Testing Laboratory is strictly forbidden. 717 :5 Testingluaanorato $•;r; Client Name: The BBA Group Address: 6314 7th Ave S Seattle, WA 98108 Date: 4/14/04 Masonry Prism Report SS ii Distribution: ■?i Distribute Client , Distribute Architect Distribute Engineer „ Distribute Other vi Distribute Municipality I _ Distribute Other Distribute Contractor Report Number: 27522c M ^ 4.1}r�r,I 'e•.. �r�^Mf m"er. -.sF en ♦...�r� ,� , 6J1�Oth ° jN E',Park X80"�Suite�C�O Red monif 1 07 , X980 � r t ex onw 25:881A821'1 425 881,5441 Project Number: Permit Number: Project Name: 04 -117 D03 -246 BBA Building 42097 5/12/04 28 72.96 249750 3420 Tested By: Reviewed By: mike holtz Alan Hale All reports are considered confidential and are the property of the client and A.A.R Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R Testing Laboratory is strictly forbidden. A Client Name: Contact: Client Address: Date: 4/6/04 Supplier: Material Data: Plant Number: NA Mix Number: Truck Number: Ticket Number: Number of Samples: 3 Yards placed: Design Strength: 1800 The BBA Group Bill Pistilli 6314 7th Ave S Seattle, WA 98108 Mixed on Site Mortar 41957 4/13/04 7 2 X 4 3.14 1/1 41958 5/4/04 28 2 X 4 3.14 1/1 41959 5/4/04 28 2 X 4 3.14 1/1 Distribution: It Client Engineer Municipality Architect Field /Material Report 26 ;180th AveN'E,:Park 180, Su ites one425 881.5892 ,ax: 4:88; Contractor Owner Distribute Other i Distribute Other 3 Project Number: Permit # Project Name: Address: Air Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: Admixtures Inspector3: Samples Tested in Accordance with ASTM: C 1231 Sample ID Test Date Age Size Area Set # Total Load PSI Method Report Number: 2017 04 -117 D03 -246 BBA Building 15208 52nd Ave S Location: See below Inspection Performed: Reinforced Masonry Grid Lines /Location: North wall 0' -4', North and West wall of interior stairwell 0' -4', courtyard wall 0' -2' and pilasters 0' -4'. All elevations are from slab on grade. Remarks: All walls listed above were built (including resteel) to approved plans. Commercial grade Quikcrete type S mortar was mixed on site. Conforming to approved plans Inspector: Schuler, Ty (Cascade) Inspector2: 5630 1790 C 1231 8130 2590 C 1231 8080 2570 C 1231 Reviewed: Anderson, Kim Date Mailed: Tested By: Mike Holtz Reviewed: Alan Hale All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except In full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden ASTM C 1064 ASTM C 143 ASTM C 231 Fracture Type Pad Cap Pad Cap Pad Cap • Field Report Report Number: 37098 �• ti; �y-", �. e�r.. �;.. �w:.. s........ 4.,,. �...: c. w. varx�c! ulr+± a;; 7. .nacm.: . xr•. .:�R�.x,n:...cs -.•, r :. �:.. ^ : i A A R L "aboratory, inc 17 1261 ;00thVA N:E „Park�180;,Suite,C101, WA` � f; i 98052 P Fax;425 881,,5441 Client: The BBA Group 6314 7th Ave S Seattle, WA 98108 Contact: Bill Pistilli Date: 5/4/04 Distribution: Time: Inspected placement of approximately 15 yards of grout, Stoneway mix #6076, for CMU walls as follows: North half of far west retaining wall (top 4') Central E -W 6" wall; E. 10" wall (both 12' -16' above finish floor) Elevator shafts (12' -16' AFF) W. 12" wall (1st course at 16') N. 12' wall (12' -16' above finish floor) Distribute Client Distribute Contractor Distribute Engineer = Distribute Owner _?j Distribute Municipality I_ Distribute Other - Distribute Architect Distribute Other Project Number: 04 -117 Permit #: D03 -246 Project Name: BBA Building Address: 15208 52nd Ave S Temperature: Inspector: Graham, Jerry GRA 54 6955 Reviewed by: Kim Anderson All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden { ;�A:AR�Testin �,Laboratoi Client Name: Contact: Client Address: Date: Supplier: Material Data: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: Yards placed: Design Strength: The BBA Group Bill Pistilli 6314 7th Ave S Seattle, WA 98108 3/8/04 Stoneway Concrete 14 4356A 431 388475 3 84 4000 Inspection Performed: Reinforced Concrete Grid Lines /Location: Remarks: Inspector3: Samples Tested in Accordance with ASTM: C 1231 Sample ID Test Date Age Size Area Set # 41360 3/15/04 7 6 X 12 28.26 2/2 41361 5/3/04 56 6 X 12 28.26 2/2 41362 4/5/04 28 6 X 12 28.26 2/2 Distribution: Y Client Engineer Municipality Architect Field /Material Report Report Number: 27708 yras . .v�:fzX:q,.p *_... •. �,... r�an....••r 7,126 I8Oth Ave.N E:; Park ;Redmond, ; WA 8052 1Fioriei,425 881:5812 Fax`425i881`.5 - Contractor -- Owner - D istribute Other - D istribute Other 3 Project Number: Permit # Project Name: Address: Air Temperature: Concrete Temperature: 66 Air Content: Slump: Time Sampled: Added Water: Admixtures 33oz. 04 -117 D03 -246 BBA Building 15208 52nd Ave S 68 4.5 Location: See below All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden ASTM C 1064 ASTM C 143 ASTM C 231 Perimeter wall footings, elevator wall footings and interior column footings at the Southeast corner to the Northwest corner of the building. For resteel inspection, refer to report #36734. Concrete was placed via pump and was mechanically consolidated. Conforming to approved plans Inspector: Graham, Jerry GRA 54 6955 Inspector2: Dean, Ken Reviewed: Anderson, Kim Total Load PSI Method Fracture Type 74690 2640 C 1231 Pad Cap 113480 4020 C 1231 Pad Cap 91890 3250 C 1231 Pad Cap Date Mailed: Tested By: Mike Holtz Reviewed: Alan Hale Client Name: The BBA Group Contact: Bill Pistilli Client Address: 6314 7th Ave S Seattle, WA 98108 Date: Supplier: Material Data: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: Yards placed: Distribution: 4/1/04 Remarks: Stoneway Concrete 14 5000 404 395231 3 41/100 Design Strength: 3000 Inspection Performed: Reinforced Concrete Grid Lines /Location: Foundation level Interior slab on grade Inspector3: Samples Tested in Accordance with ASTM: C 1231 Sample ID Test Date Age Size Area Set # 41842 4/8/04 7 6 X 12 28.26 1/1 41843 4/29/04 28 6 X 12 28.26 1/1 41844 4/29/04 28 6 X 12 28.26 1/1 cei Client Engineer VI Municipality Architect Field /Material Report Report Number: nc:7126080tt`Ave ;N E , ParkF18O Suite:C10.1 Redmon hone:425 8815812: 4488 Contractor Owner Distribute Other Distribute Other 3 Project Number: Permit # Project Name: Address: Air Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: Admixtures 04 -117 D03 -246 BBA Building 15208 52nd Ave S 48 46 Location: Slab On Grade Total Load PSI Method 63330 2240 C 1231 105910 3750 C 1231 113640 4020 C 1231 4 1/4 8:30:00 AM 10 gallons by contractor All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except In full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden rc ASTM C 1064 ASTM C 143 ASTM C 231 Resteel appears to be as per approved plans. Concrete was placed by pump, spread and consolidated by hand. Sampled at point of discharge at Southeast corner. Conforming to approved plans Inspector: Sonne, Bill SON 80 9961 Inspector2: Reviewed: Anderson, Kim Fracture Type Pad Cap Pad Cap Pad Cap Date Mailed: Tested By: Mike Holtz Reviewed: Alan Hale Client: Contact: Bill Pistilli Date: 4/21/04 Observed the grout placement for CMU walls. A total of 20 cubic yards of Stoneway grout mix #6076 was placed via pump and was mechanically re- consolidated. All resteel was per plan. Clean outs were provided at all 10" CMU wall locations. Locations: 12" CMU walls on the West and North sides to curb height, 40" max lift 8" CMU wall on the Eastside 4' lift 10" CMU walls /piers on East and South of sides, slab to top of openings Distribution: The BBA Group 6314 7th Ave S Seattle, WA 98108 Field Report .. }1i -3: 1'x�:"f�" r"".i � ht!n��F,} }'mp +t.n•u ^.. ,.t�F�'t+."+'t.r+^ o 7126` Ott' +,� N�E`:;�Park;;180� C1,t one 425 :881 58,12Tax'425;88:1 Time: Permit #: Project Name: Address: Distribute Client y Distribute Contractor _,. Distribute Engineer Distribute Owner :1 Distribute Municipality Distribute Other Distribute Architect , Other Project Number: 04.117 9:30:00 AM Report Number: 37348 D03 -246 BBA Building 15208 52nd Ave S Temperature: 60 Inspector: Flint, Sean FLI 90 4238 Reviewed by: Kim Anderson All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden • rl' {ib++'w Jai. \Fai{. Client: The BBA Group 6314 7th Ave S Seattle, WA 98108 Contact: Bill Pistilli Date: 4/29/04 Distribution: Field Report Report Number: 37356 7t\cv .f 'mt 'V.•t�+. } ^w 'T., y1.fi... n• -::' 26180th Ave`.N E,.Park 180 .suite�C101 ,.Redmon orte;425 881 `5812 Fax - 4 \ ? • Project Number: 04 -117 Permit #: D03 -246 Project Name: BBA Building Address: 15208 52nd Ave S Time: 9:30:00 AM D istribute Client D istribute Contractor D istribute Engineer .Y D istribute Owner Distribute Municipality !T Distribute Other Distribute Architect Distribute Other Temperature: 68 All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden Observed grouting operation for CMU walls. All resteel was per plan. A total of 22 yards of Stoneway grout, mix # 6076 was placed via pump and was mechanically consolidated. Cleanouts were provided. Location: West planter wall, footing to 10' elevation Elevator pit walls, slab to 10' elevation 6" wall in center of building, slab to 4' elevation 8" wall in center of building, slab to 10' elevation Dumpster enclosure walls, 2'8" to 12'8" elevation Inspector: Flint, Sean FLI 90 4238 Reviewed by: Kim Anderson ... �.•.,. ... •:.•.., : ti. �1:: a+.•:.• 1�: Li :y +u: .:r:£, : ,+aJ;t.�,WiY..ari� ,+.wii'..x+w+i,.,w.: kTesting fLa Inca Client Name: Contact: Client Address: 6314 7th Ave S Seattle, WA 98108 Date: 4/6/04 Supplier: Material Data: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: 3 Grid Lines /Location: Remarks: The BBA Group Bill Pistilli Mixed on Site Mortar NA Yards placed: Design Strength: 1800 Inspection Performed: Reinforced Masonry Inspector3: Samples Tested in Accordance with ASTM: C 1231 Distribution: W6 Client ❑ Engineer M Municipality ❑ Architect Field /Material Report Air Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: Admixtures ❑ Contractor ❑ Owner ❑ Distribute Other ❑ Distribute Other 3 Report Number: 2017 rs '" . -n-zt 80tF AA, ve N E Pa rk180; uite,C101 -* edmon 5 88 Fax'425.881 „4 Project Number: 04 -11, Permit # ( ' D03 -246 Project Name: --BB uilding Address: 15208 52nd Ave S Location: See below ............. . All walls listed above were built (including resteel) to approved plans. Commercial grade Quikcrete type S mortar was mixed on site. k/ Conforming to approved plans Inspector: Schuler, Ty (Cascade) Inspector2: Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 41957 4/13/04 7 2 X 4 3.14 1/1 5630 1790 C 1231 Pad Cap Date Mailed: Tested By: mike holtz Reviewed: Alan Hale All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden ASTM C 1064 ASTM C 143 ASTM C 231 RECEIVED r:ITY OF TI IKWII A North wall 0' -4', North and West wall of interior stairwell 0' -4', courtyard wall 0' -2' and pilasters 0' -4'. All elevations are from slab on grade. Reviewed: Anderson, Kim APR 2 6 2004 PERMIT CENTER Client Name: Contact: Client Address: Date: 4/1/04 Supplier: Material Data: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: 3 Yards placed: Design Strength: Inspection Performed: Grid Lines /Location: Remarks: The BBA Group Bill Pistilli 6314 7th Ave S Seattle, WA 98108 Stoneway Concrete 14 5000 404 395231 41/100 3000 Reinforced Concrete Samples Tested in Accordance with ASTM: C 1231 Sample ID Test Date Age Size Area Set # 41842 4/8/04 7 6 X 12 28.26 1/1 Distribution: k Client ❑ Engineer Wei Municipality ❑ Architect Foundation level Interior slab on grade Field /Material Report Inspector3: 80thAveN.E Park;1� 5:881 Fax 42588 ❑ Contractor ❑ Owner ❑ Distribute Other [1 Distribute Other 3 Project Number: Permit # Project Name. Address: Air Temperature: 48 Concrete Temperature: 46 Air Content: Slump: Time Sampled: Added Water: Admixtures Report Number: 27771 ding 15208 52nd Ave S All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden 4 1/4 8:30:00 AM 10 gallons by contractor Location: Slab On Grade ASTM C 1064 ASTM C 143 ASTM C 231 Resteel appears to be as per approved plans. Concrete was placed by pump, spread and consolidated by hand. Sampled at point of discharge at Southeast corner. ® Conforming to approved plans Inspector: Sonne, Bill SON 80 9961 Inspector2: Reviewed: Anderson, Kim Total Load PSI Method Fracture Type 63330 2240 C 1231 Pad Cap Date Mailed: Tested By: Mike Holtz Reviewed: Alan Hale RECEIVE COMfvfljNIIY DEVELOPMENT i:rr..:• «u ••.. ,. •,.,: » H... c... n�nuaiaw�: isi :�uai��;ti�t;fc:t;i:.a;s..:.,? ''"' + r °. T "!Q ?rm�f: npyx* r ,4!?!y�^Mn Pn°ver..l rn,r.. + w+ , 1 yR:Test lnc ct:41 one • 425 881 582 Fax 4 5 81 5 44;1 .�► a s s wa x 3 P , i' Client: The BBA Group 6314 7th Ave S Seattle, WA 98108 Contact: Bill Pistilli Date: 4/13/04 Distribution: Time: i Distribute Client Distribute Contractor Distribute Engineer Distribute Owner j Distribute Municipality _ Distribute Other Distribute Architect J Distribute Other Project Number: 04 -117 Permit #: Project Name: Address: BBA Building 15208 52nd Ave S All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden � L— RECE9VED Field Report Report Number: 3ZfB9 ELOP MENT Temperature: Inspected cleanouts for 8" and 12" CMU walls to be grouted tomorrow. Cleanouts were properly constructed and areas were properly cleaned out around resteel. Contractor started closing these up for grouting. Masons constructed 3 sets of 5 prisms each, of 8 ", 10" and 12" block, representing building construction. These will be grouted with the walls tomorrow. Inspector: Graham, Jerry GRA 54 6955 Reviewed by: Kim Anderson Contact: Bill Pistilli Date: 4/9/04 Distribution: Client: The BBA Group 6314 7th Ave S Seattle, WA 98108 Field Report Report Number: 37079 [ :?�S'r' y (rrp�'�"R !?I".X?'.^ "1,:';C+; Y! } e�va+r.�r:•r* rf .rnY;�.�•At�t;,•.r:ry...�. — «r•?'7v.`, r' V4•... r. . e, �tnc}•+ r✓ ex. F�c-. �,..- +r!�. >xe;,rTmn.•- �n•;1•Mn+.n }t •^ esting, Lakioratory, Inc 7126180tH ;Ave N E;, Park180;Suite 0101, Redmond; WA 98052° i .�'. t r 2 y ��} ��tt.'�}?{•t�a!$ }. {: 'f' ° f fj t [ ,� t .N ��L .�.S3 } . t Il < { J� S i 5"s.. �� Q. .3 j . J :' Time: Project Number: Permit #: Project Name: Address: dl D istribute Client - Distribute Contractor D istribute Engineer ^ Distribute Owner j Distribute Municipality I Distribute Other D istribute Architect '_ Distribute Other 041.7 D03 -246 BBA Building 15208 52nd Ave S Temperature: Inspected installation of high strength CMU for 12" walls as follows: North and West walls of North wing of building (up 10' above finish floor). CMU was properly placed with Quikcrete type S mortar. Bond beams were properly installed at every 40 ". All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden RECEIVED Inspector: Graham, Jerry GRA 54 6955 Reviewed by: Kim Anderson COMMUNITY DEVELOPMENT RECE"VED �"'r •. 1x2t�M?:e�'T+.' �!: rrR;�):U+rt�'i t`� ing orat Lab A A.R. Test s Client: The BBA Group 6314 7th Ave S Seattle, WA 98108 Contact: Bill Pistilli Date: 4/7/04 Distribution: Field Report :7 1 �'l .1 � . N ,ri X7126 1,80th Ave N.E: ark,180,h5uy C101- eV ond� z hone 42588 5812 Fax^ 25 881 5441 ^", f�i�444�,,1 - ,,,y 4 • • Time: Permit #: Project Name: Address: 'cell Distribute Client Distribute Contractor 7 . Distribute Engineer Distribute Owner Distribute Municipality; Distribute Other Distribute Architect Distribute Other Project Number: 04 -117 Report Number: D03 -246 �/ BBA Buil g 15208 52nd Ave S Temperature: All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden COMMUNITY 3707 DEVELOPMENT 8805Zii r _. Inspected the placement of 12" high density CMU for walls as follows: North wing of building: West and East walls (1st 4' lift). CMU was properly placed with Quikcrete type S mortar. Resteel was properly installed at 1st bond beam. Inspector: Graham, Jerry GRA 54 6955 Reviewed by: Kim Anderson w,+,.�u.:.S..1,..tiC.i.:�w::�»: a:ril;«�i :'�zGi�i: „:uSv::ciw`•;.:ii: iL.:.i «ri Client Name: Contact: Client Address: Date: rest ;Laborato Inc • Supplier: Material Data: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: 3 3/8/04 Yards placed: 84 Design Strength: 4000 Inspection Performed: Grid Lines /Location: Remarks: The BBA Group Bill Pistilli 6314 7th Ave S Seattle, WA 98108 Stoneway Concrete 14 5951 431 388398 Reinforced Concrete Distribution: k Client Engineer j/; Municipality Architect Field /Material Report Report Number: 27707 r '•awr .�•,^* r.r, G, .r,.�• 'R r�r .r$ 'wp. n�•/.,,.... r, �...,,' q-°: a� .�;t.���h,�....,,,.,�,r. -.,.r, n �61,80th Ave N E:, Parkt180,�Suite C1 Redmond; aWA�g j i oreG425 881' 58,12 F a x 42 5 8811 5441 fit, Inspector3: - Contractor Owner - D istribute Other - D istribute Other 3 Project Number: Permit # Project Name: Address: Air Temperature: 64 Concrete Temperature: 68 Air Content: Slump: 4 Time Sampled: Added Water: Admixtures 88oz. 04 -117 D03 -246 BBA Building 15208 52nd Ave S Location: See below ASTM C 1064 ASTM C 143 ASTM C 231 Perimeter wall footings, elevator wall footings and interior column footings at the Southeast corner to the Northwest corner of the building. For resteel inspection, refer to report #36734. Concrete was placed via pump and was mechanically consolidated. Conforming to approved plans Inspector: Graham, Jerry GRA 54 6955 Inspector2: Dean, Ken Reviewed: Anderson, Kim Samples Tested in Accordance with ASTM: C 1231 Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 41363 3/15/04 7 6 X 12 28.26 1/2 91850 3250 C 1231 Pad Cap 41364 4/5/04 28 6 X 12 28.26 1/2 118840 4210 C 1231 Pad Cap 41365 4/5/04 28 6 X 12 28.26 1/2 118350 4190 C 1231 Pad Cap Date Mailed: Tested By: Mike Holtz Reviewed: Alan Hale All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden APR 1 , . • Akerr }ngLabor EaoryI c Client Name: Contact: Client Address: Date: Supplier: Material Data: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: Yards placed: Design Strength: The BBA Group Bill Pistilli 6314 7th Ave S Seattle, WA 98108 3/8/04 Stoneway Concrete 14 4356A 431 388475 3 84 4000 Inspection Performed: Reinforced Concrete Grid Lines /Location: Remarks: Conforming to approved plans 126180tH Ave i" one 42588V5812` Inspector3: Samples Tested in Accordance with ASTM: C 1231 Sample ID Test Date Age Size Area Set # 41360 3/15/04 7 6 X 12 28.26 2/2 41362 4/5/04 28 6 X 12 Distribution: Client ❑ Engineer Municipality ❑ Architect Field /Material Report 28.26 2/2 ❑ Contractor ❑ Owner ❑ Distribute Other ❑ Distribute Other 3 Report Number: 'ark 180,;SuiteC101, Redmond Project Number: Permit # Project Name: Address: Air Temperature: 68 Concrete Temperature: 66 Air Content: Slump: 4.5 Time Sampled: Added Water: Admixtures 33oz. 04 -117 D03 -246 BBA Building 15208 52nd Ave S Location: See below Perimeter wall footings, elevator wall footings and interior column footings at the Southeast corner to the Northwest corner of the building. For resteel inspection, refer to report #36734. Concrete was placed via pump and was mechanically consolidated. Inspector: Graham, Jerry GRA 54 6955 Inspector2: Dean, Ken Reviewed: Total Load PSI Method Fracture Type 74690 2640 C 1231 Pad Cap 91890 3250 C 1231 Date Mailed: Tested By: Mike Holtz Reviewed: Alan Hale All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except In full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden 27708 ASTM C 1064 ASTM C 143 ASTM C 231 Anderson, Kim Pad Cap +e. Field Report Report Number: �6 9, o F^" .w� -.> yv . 7J ,, • i�. "n• \y�4 eG• - ,., � ` �� „Nesting }L•abo'ratory; Inc th6�=180th;Ave k P,arIr, 0.101, Redmond °WA 98052 ' 4'j r � �'� r�.io��4G } �i� �, F 9 Ot t C � `� i : �� „r ,;: 4 ;.},._ : o n e 425 81:5812 F 45 54 Client: The BBA Group 6314 7th Ave S Seattle, WA 98108 Contact: Bill Pistilli Date: 3/23/04 Time: Project Number: 04-117 Permit #: 003 -246 � Project Name: BBA Bui Ong Address: 15208 52nd Ave S Temperature: Inspected grouting of CMU walls. All resteel was per plan. Grout used was Stoneway mix #6076. A total of 11 cubic yards of grout was placed via pump and was mechanically consolidated twice. Location is CMU wall from footing to slab level. Also inspected installation of 3 #5 vertical dowels into via epoxy method. All holes were drilled to 6” minimum and cleaned out using compressed air and nylon brush. An adequate amount of Hilti HY 150 epoxy was used to completely encapsulate the dowels. Location is the pilaster at the Southwest corner. Distribution: !�ii Distribute Client Distribute Contractor Distribute Engineer T Distribute Owner I Distribute Municipality 7 Distribute Other Distribute Architect Distribute Other Inspector: Flint, Sean FLI 90 4238 Reviewed by: Kim Anderson All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden • N m 0 140 130 120 0. 110 100 90 80 70 Project No.: 04 -117 Project: BBA Building Location: Elev. /Depth: Remarks: tested /calculated by m.holtz reviewed by a. hale Description: fine sand w/ minimal agg Classifications - Nat. Moist. = Liquid Limit = % > No.4 = 2.8 % r r � 0 TEST RESULTS Maximum dry density = 107.8 pcf Optimum moisture = 6.2 % COMPACTION TEST REPORT US CS: Test specification: ASTM D 1557 -91 Procedure A Modified Oversize correction applied to final results MATERIAL DESCRIPTION Curve No.: 100 Sample No. 1 I AASHTO: Sp.G. = 2.64 Plasticity Index = % < No.200 = 0.0 % -r • -- - -4—.— - A.A.R. Testing Laboratory, Inc. Date: 3/22/04 100% SATURATION CURVES FOR SPEC. GRAY. EQUAL TO: 2.8 2.7 2.6 10 15 20 25 30 35 40 Water content, % Plate CYLINDER NUMBER DATE MADE DATE AGE DAYS SIZE AREA (SQ. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 7c5 2 Z�-710 �j� TESTED ,/ ^arc 2i R 4/.8 f�tz� t? /� ��7V 7 /3 C.A. 3Vgc " t (0 7 (o 3_1' 7 FINEAGG. 1. \Za WATER 138"6 � a •2 3 is "73 519 2, 7b/,..5 •,,. , 2_8 \ 36oZa 6 / DATET'iOESDfr. FEB. ZIa ZOOt' CERT. NO. O r 01 20 PROJECT K FC,(TAC.O E5ELL LOCATIO FETIOL 'L BLVD. ° l ) 503 Io I — BLDG. PERMIT NO. DO-Z01 OWNER WEEATTHE ` \I I TEMP. AT AM AT PM EN MAK.t1\tP\LL K. PI IAL ARCHITECT OLYMPIC_ AS'3OC. . CONTRACTOR CEDAR. N`DVNTisI N CON 57 TRUCK SAMPLED 3si TRUCK TICKET NO. 8(0076 MIX NO.6S5S TIME SLUMP ASTM C -143 % AIR WEIGHT ASTM C -138 YIELD CEMENT FACTOR ASTM C-1064 j� CONC AIR 1V S " C.A. "/k " L° C.A. 3Vgc " t (0 7 (o FINEAGG. 1. \Za BATCH DATA FOR 1 CU. YD. DESIGN WEIGHTS % MOIST. ADJUSTED WEIGHTS CEMENT 544 FLY ASH ( a t C.A. C.A. "/k " 2-13 C.A. 3Vgc " t (0 7 (o FINEAGG. 1. \Za WATER 2.53 TOTAL CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 EVERETT COMPRESSION REPORT (425) 823.9800 (425) 259.0817 „CEDAR_ MOUNT A \N1 CONST. 7_7 35 3.E. 1(Z"° kL . 4El/ linivIT I SSAQVA WPs. "78OZ - 7 ATTN THE FOLLOWING WAS NOTED: c_ONCEETE FIELD TEST DATA AIR TEST METHOD: ❑ PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 EQUIPMENT USED I.D. SLUMP CONE CSLCOO AIRMETER CCOAIO TYPE OF BREAK: (A) Cone (C) Cone and Shear (b) Cone and Split (d) Shear (e) Columnar CONCRETE COMPRESSION MACHINE I.D. #CC00000 r SAMPLE P/U DATE TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 1/02 COPIES TO THERMOMETER CCOTHO OTHER TEST METHOD COMPRESSIVE STRENGTH ASTM C -1231 ❑ ASTM C -617 FIELD REPORT No VZOxi No. 516 0 5 PLACEMENT AREA &NOTES VAULT L10 CIZATE V YT \LLt • SAMPLING IN ACCORDANCE WITH C / APPLICABLE CODES & SPECS SUPPLIER r R/ (` L ENT TYPE CU. YARDS PLACED 2.0 v ADMIX CA: .... , AC12- I % DESIGN STRENGTH OCO FS•k • INSPECTOR(S), NAME(S) PRINTED DEMNL.5 JP\CD ' " INSPECTOR SIGNATURE SIGNED BY rk_k 5/ 3.A. v, '+ uk , w"w p . *:.a'•t+c•.n.,Y:lsh YC �Y• 7Fr ` fumv.^- err. >:R:%^' i +^oTRh* •;Y.S"tkcSrtt. tn"sr!e,rc nr'�'^ r- !'" uw' .'t?'�""'t'.", " ^ rn�7: tqF "`C�±,^!.?pi4b+(+q"f"nKm1T'xr. c ": rna SR esting loc T1 180tii7Aye N E , Park 180 SOttef,C101, edm „WAk T98052 `. -• r ;: ' ` +s K, t o c i � r� ,i 4�r4 • P hone 4 25 881:5812;F"ax 425:881 544:1�� �, � n ;,,�. .��:��* s� Client: The BBA Group 6314 7th Ave S Seattle, WA 98108 Contact: Bill Pistilli Date: 3/8/04 Distribution: iii Distribute Client Distribute Engineer __ 1■,.?j Distribute Municipality I__ Distribute Architect Field Report Time: Project Number: Permit #: Project Name: Address: Inspected resteel for perimeter wall footings, elevator wall footings and all interior column footings. All resteel was properly installed, in accordance with approved plans and ready for concrete placement. Distribute Contractor Distribute Owner Distribute Other Distribute Other Report Number: 36734 04.117 D03 -246 BBA Build 15208 52nd Ave S Temperature: Inspector: Graham, Jerry GRA 54 6955 Reviewed by: Kim Anderson All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden R: mix- w�r...c, -;oc yra m.-,u;:e^* cc ° » . `'( , ,TestingLaboratory; ln Hr4 Client Name: The BBA Group Contact: Bill Pistilli Client Address: 6314 7th Ave S Seattle, WA 98108 Date: 3/8/04 Field /Material Report Report Number: 27708 18UttrAve�N'E Park Bute C10 Rec montl,` WAA880 5215T MI S S < 1 ?` It 5i kd79 {wK 4 r} ) ) iR one :425,881.58,12! , ax425 881 .ysr4_..iy tdl.4. • ... -• 1 , •.t , t, ). h:'SerY • .,ik. �,: ,3id,'�io•h^ _�r. �.'t... a- . =fi�.ri iho-t�T ,i,��r, �..n , 1 1.4 Project Number: 04 -117 Permit # D03 -246 Project Name: BBA Buil Address: Supplier: Stoneway Air Temperature: 68 Plant Number: 14 Concrete Temperature: 66 Mix Number: 4356A Air Content: Truck Number: 431 Slump: 4.5 Ticket Number. 388475 Time Sampled: Number of Samples: 3 Added Water: Yards placed: 84 Admixtures 33oz. Design Strength: 4000 9 15208 52nd Ave S ASTM C 1064 ASTM C 143 ASTM C 231 Inspection Performed: Reinforced Concrete Location: See below Grid Lines /Location: Perimeter wall footings, elevator wall footings and interior column footings at the Southeast corner to the Northwest corner of the building. Remarks: For resteel inspection, refer to report #36734. Concrete was placed via pump and was mechanically consolidated. ® Conforming to approved plans Inspector: Graham, Jerry GRA 54 6955 Inspector2: Dean, Ken Inspector3: Reviewed: Anderson, Kim Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 41363 3/15/04 7 6 X 12 28.26 2/2 Distribution: i Client _ , Contractor Engineer _ Owner jI Municipality 7 Distribute Other Architect Distribute Other 3 74690 2640 C 1231 Pad Cap Date Mailed: Tested By: Mike Holtz Reviewed: Alan Hale All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden „ sr .. r7 rx+'�mmmr� .ry�F� �»+�*.��...,:i>s' )y1C' �A.lo MFres ingtLafiorato 7 3Erflier,18olf AW IT P o i * : �<F •; `y Y, `r r` "''y- � � •`. r� `,. +Phone 425 ;Fax�4 t Client Name: Contact: Client Address: Date: 3/8/04 Supplier: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: Yards placed: Design Strength: 4000 Inspection Performed: Grid Lines /Location: Sample ID Test Date Age Remarks: 41360 3/15/04 7 Distribution: The BBA Group Bill Pistilli 6314 7th Ave S Seattle, WA 98108 Stoneway 14 5951 431 388398 3 84 p/] Conforming to approved plans Reinforced Concrete Field /Material Report Perimeter wall footings, elevator wall footings and interior column footings at the Southeast corner to the Northwest corner of the building. For resteel inspection, refer to report #36734. Concrete was placed via pump and was mechanically consolidated. Client Engineer Municipality Architect Inspector: Graham, Jerry GRA 54 6955 Inspector2: Inspector3: Size Area Set # 6 X 12 28.26 1/2 Contractor Owner u Distribute Other ^' Distribute Other 3 Report Number: 27707 • °'^ . °^°° ; .rr r'ww+.� �.- r .'++.... m 7 8 ;Suite .601 — .9805 Et ; m . ' 5 'at "t4� h Project Number: Permit # Project Name: Address: Air Temperature: 64 Concrete Temperature: 68 Air Content: Slump: 4 Time Sampled: Added Water: Admixtures 88oz. 04 -117 003 -246 BBA Builds 15208 52nd Ave S Location: See below Reviewed: Anderson, Kim Total Load PSI Method Fracture Type 91850 3250 C 1231 ASTM C 1064 ASTM C 143 ASTM C 231 Dean, Ken Pad Cap Date Mailed: Tested By: Mike Holtz Reviewed: Alan Hale All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except In full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden GEOTECH CONSULTANTS, INC. 13256 N.E. 20th St. (Northup Way), Suite 16 Bellevue, WA 98005 (206) 747.5618 FAX 747 -8561 ST Corporation 1200 South 192nd Street, Suite 300 Seattle, Washington 98148 Attention: William Van Geelkerken Subject: Geotechnical Engineering Study Proposed Office Building 15208 - 52nd Avenue South Tukwila, Washington Dear Mr. Van Geelkerken: We are pleased to present this geotechnical engineering report for the office building to be constructed at 15208 - 52nd Avenue South in Tukwila. The scope of our work consisted of exploring site surface and subsurface conditions and then developing this report to provide design criteria for foundations, retaining walls, and pavements and recommendations for general earthwork. You authorized our work by accepting our proposal, P -3637, dated July 19, 1995. The subsurface conditions of the proposed building site were explored with seven test pits and one boring that generally encountered loose to medium - dense, native sands and silts beneath 1 to 3 feet of topsoil and fill. The native soils are suitable to support relatively conventional footings. The footing excavations encountering the native sands will need to be wetted and compacted with a hoe -pack prior to placing forms. Where the native silts are exposed in the foundation excavations, the subgrade should be protected with a layer of crushed rock. Some groundwater seepage could be encountered in the deeper excavations for the lower floor, particularly during the wet season. This would require some dewatering of the excavations. The attached report contains a discussion of the study and our recommendations. Please contact us if there are any questions regarding this report, or if we can be of further assistance during the design and construction phases of this project. Respectfully submitted, GEOTECH CONSULTANTS, INC. Marc R. McGinnis, P.E. Associate August 10, 1995 JN 95267 RECEIVED CITY OF TUKWILA S E P -- 4 1998 PERMIT CENTER ST Corporation August 10, 1995 JN 95267 Page 4 The native sand soils should be suitable for structural fill and general wall backfill, if they are placed and compacted during dry weather. Wet weather placement will generally be unfeasible due to the fine - grained nature of the sands. It may not be possible to compact the sands to 95 percent of the maximum density without repeated compaction and moisture conditioning. We have encountered this problem with similar sands on other sites. Geotech Consultants, Inc. should be allowed to review the final development plans to verify that the recommendations presented in this report are adequately addressed in the design. Such a plan review would be additional work beyond the current scope of work for this study, and it may include revisions to our recommendations to accommodate site, develop- ment, and geotechnical constraints that become more evident during the review process. Conventional Foundations The proposed structure can be supported on conventional continuous and spread footings bearing on undisturbed, native sands, or on structural fill placed above these competent, native soils. The native sands must be compacted prior to placing concrete or structural fill. See the later sub - section entitled General Earthwork and Structural Fill for recom- mendations regarding the placement and compaction of structural fill beneath structures. We recommend that continuous and individual spread footings have minimum widths of 16 and 24 inches, respectively. They should be bottomed at least 12 inches below the lowest adjacent finish ground surface for frost protection. The local building codes should be reviewed to determine if different footing widths or embedment depths are required. The footing subgrade must be cleaned of loose or disturbed soil prior to pouring compacting the subgrade. Depending upon site and equipment constraints, this may require removing the disturbed soil by hand or simply excavating the footings using a smooth bucket on the backhoe. Some overexcavation may be required below the shallower footings to expose competent, native soils. Unless lean concrete is used to fill the overexcavated hole, the overexcavation must be at least as wide at the bottom as the sum of the depth of the overexcavation and the footing width. For example, an overexcavation extending 2 feet below the bottom of a 3- foot -wide footing must be at least 5 feet wide at the base of the excavation. If lean concrete is used, the overexcavation need only extend 6 inches beyond the edges of the footing. An allowable bearing pressure of 3,000 pounds per square foot (psf) is appropriate for footings constructed according to the above recommendations and placed directly on competent, native soils or structural fill. A one -third increase in this design bearing pressure may be used when considering short-term wind or seismic loads. For the above design criteria, it is anticipated that the total post- construction settlement of footings founded on ST Corporation August 10, 1995 JN 95267 Page 12 accordance with current standards of practice within the scope of our services and within budget and time constraints. No warranty is expressed or implied. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, techniques, sequences, or procedures, except as specifically described in our report for consideration in design. We recommend including this report, in its entirety, in the project contract documents so the contractor may be aware of our findings. ADDITIONAL SERVICES Geotech Consultants, Inc. should be retained to provide geotechnical consultation, testing, and observation services during construction. This is to confirm that subsurface conditions are consistent with those indicated by our exploration, to evaluate whether earthwork and foundation construction activities comply with the intent of contract plans and specifications, and to provide recommendations for design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. However, our work would not include the supervision or direction of the actual work of the contractor and its employees or agents. Also, job and site safety, and dimensional measurements, will be the responsibility of the contractor. The following plates are attached and complete this report: Plate 1 Vicinity Map Plate 2 Site Exploration Plan Plates 3 - 6 Test Pit Logs Plate 7 Boring Log Plate 8 Footing Drain Detail 1. 9.:11* Af J,rri:Aa ST Corporation August 10, 1995 JN 95267 Page 13 We appreciate the opportunity to be of service on this project. If you have any questions, or if we may be of further service, please do not hesitate to contact us. MRM /JRF:jcv cc: Rolf Preuss Associates Respectfully submitted, GEOTECH CONSULTANTS, INC. EXPIRES 10 / 25 /9S I Marc R. McGinnis, P.E. Associate 14-21441 James R. Finley, Jr., P.E. Principal • i 52 AVE. S. BRICKLAYERS UNION HALL STREET ILLUMINATION SYSTEM SPECIAL PROVISIONS RECEIVED CITY OF Tl1KWll A NOV 1 2 2003 PERMIT CENTER FILE COPY Prepared for CITY Of Tu VORA APPROVED Newton Associates Architects 12213 Densmore Ave. North Seattle, Washington 98133 Prepared by TRANSPORTATION PLANNING & ENGINEERING, INC. 2223 -112 Ave. N.E., Suite 101 Bellevue, Washington 98004 Telephone (425) 455 -5320 Fax (425) 453 -5759 October 28, 2003 CORRECTION :Dc5 DEC 1 0 2003 AS ►iO it! DEVELOPMENT GUIDELINES AND DESIGN AND CONS' RUCTION STANDARDS 4.2.5 ACCESS A. Pedestrian /ADA and emergency vehicle access will be provided to any abutting public school, public building, urban trail, or transit stop. (TMC 11.12.150) B. Development 1. All development sites shall be served by a paved street surface that connects to an existing paved street surface. (TMC 11.12.060) 2. Applicant may provide an access lane rather than a private street if the access serves 4 or fewer lots and is 200' or shorter. The access lane may be on an easement, shall be 20 feet wide and paved the full 20' width and will be owned and maintained by the property owners served by the lane. 3. Provide more than one connection to the existing public street system for any development, or part thereof, of four acres or more. If not otherwise prohibited, each connection will be to a different collector or arterial street. Where the site includes only a single frontage of less than 400 feet, this requirement may be met by provision of one or more stub roads. re w JU O 0 • 0 CO N LL wo 2 u- Q _ • � �. z � I-- 0 Z I- w • w 4.2.6 RIGHT - OF-WAY VEGETATION U cn 0 A. New vegetation must match or complement existing street vegetation or be w w approved by the Director. u. B. New vegetation in the Central Business District must meet the current district w z U =. O ~ C. Notify owners within 100 feet when removing or pruning vegetation that is 4- inch diameter or larger D. No maple, Lombardy poplar, cottonwood, gum, or other trees with invasive root system. (TMC 11.20.070) E. Vegetation removed from right-of-way or damaged during construction shall be replaced with equivalent number, size, quality, and species. (TMC 11.20.110) F. The design shall include a plan for irrigation. Irrigation is required for two years following project acceptance. plan. 4.3 ILLUMINATION 34 4.3.1 GENERAL A. Required along all public streets, including new public streets in subdivisions and short subdivisions. (TMC 11.12.110) B. Required at the intersection of a public and a private street. C. Not required along a private street. (TMC 11.12.110) GE Cutoff # MDCL SOAZZFC32F Drop Lens # MDRL SOAZZRMS32F HUBBEL Cutoff # RLCD S38032035F0M53 Drop Lens # RLGD S38072035F0M53 DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS D. All wiring, conduit and power connections, new or relocated, shall be underground. E. For a new subdivision, Developer assumes maintenance and power cost until the development is 50% or more occupied. (TMC 11.12.o1o.c) F. Developer designs to City standards, installs new lighting, and relocates existing lighting along development frontage. G. Provide calculations using ALADAN found under "Roadways" at the General Electric website. 4.3.2 MATERIALS A. New installations shall use cut -off optics. Additions to existing street lighting systems shall match the existing fixtures. B. Luminaires - Hubbel or General Electric (GE). C. Wattage per RS -24. D. Junction Boxes — per WSDOT /APWA Standards with 48" bond straps between the traffic bearing lid and frame, labeled per Labor and Industries standard. E. Conduit - 2 -inch 1. Most applications - schedule 40 polyvinyl chloride (PVC) with bell ends, unless capped for non -use. 2. Roadway application - schedule 40 polyvinyl chloride (PVC) with bell ends, unless capped for non -use. F. Circuit conductors - #6 or #8 type USE 2 stranded copper with green #8 THHN stranded copper ground. G. Pole wiring - #10 AWG Rome pole and bracket cable. H. Fuse kits - Homac #SLK -M or SEC #1791-SF. I. Fuses - FMN -5. J. Putty tape - Scotchmast electrical insulation. K. Electrical tape - 3M Super 33 or better. L. Photocell 35 . 1'4••,- Mfg.M,TItlA •,..- 7 � DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS M. Shorting cap 4.3.3 INSTALLATION A. 3 -boxes - Install so the top of the box is at grade and positioned so that all conduits are 4 inches from the inside walls. Fill with clean drainage gravel, z leaving at least 6 inches of free space between the conduit and the top of the box. 2 B. Wire splice - o 1. Two -wire splices - Crimp the butt splice with 4 -inch minimum length of w thick - walled shrink tube. 2. Three or more wire splices — Use split bolt and cover with one wrap of w 0 electrical tape, followed by one wrap of Scotchmast electrical insulation putty tape and two wraps of 3M Super 33 or better electrical tape. u C. Install one photocell per lighting system and shorting caps on remaining w luminaires. z o 4.4 TRAFFIC SIGNALS z w C) A. A licensed engineer experienced in traffic signal design shall prepare all traffi 9 p 9 9 p P o �. signal design and modifications. The Director shall approve all traffic signal w system equipment. o z 4.4.1 GENERAL B. When a proposed street or driveway design will interfere with existing traffic signal facilities, the developer shall modify or relocate the signal. (TMC 11.12.160) 4.4.2 MATERIALS A. Signal heads — Signal heads shall be painted yellow. The faces of the back plates and the inside of the tunnel risers shall be painted flat black. 1. Pedestrian Signal heads - ICC, Model # 4092 LED with Z crate visors, Type E (clamshell) mounting. 2. Bimodal signal heads - Dialight with a 12 -inch LED display capable of alternately displaying a yellow and green arrow. 3. Red and Green signals - DuraLED 12 -inch display. B. Signal poles - Valmont or Ameron. All poles shall have an aluminum terminal cabinet. C. Preemption device 1. Discriminator - Series 700 with 3M #138 detector cable. 2. Preemption detectors - 3M Opticom Model 700 Series. 4.4.3 INSTALLATION Install detector cable from preemption detector to controller with no splices. 36 .n.ofii:Lkq.i'y Mw wxaM M • z A B C 0 E F C H 30' 8' 6' 6• .187 277 11.25" 11" TO 17 10' 7 6" .188 277 11.25" 11• TO 12 17 8" 6" .187 27'7 11.25 11" TO 17 15' 8' 6' .188" 27'2' 11 25' 11' TO 12" 40' 8 ' 8" 6" 250 372 11.25' 11' TO 12 10' 8" 6' .250' 37'2' 11.25' 11 "7012' 12' 7 5" .250 371" 11.25' 11" TO 12 15' 6 6" .250" 371 11.25' 11' TO 17 LEVELING PAD 13" PH • OELECTRIC CON ROL RECPT. NOTES: ANCHOR BOLT LAYOUT 35 -1/2" 14" -.."_ LUMINAIRE DETAIL POLE WALL BOLT CIRCLE (H) 1 1/4" DIA BOLT HOLES 2' -6" SQUARE BASE --12" --I MIN. DISTANCE REQ'D TO REMOVE POWER DOOR -- 5.3/8" ADJUSTABLE FOR 1 -1/4" THRU 2" PIPE REINFORCING FRAME 1/2" - 13NC TAPPED GROUNDING HOLE SECTION THRU HANDHOLE 1. BRACKETS SUPPLIED WITH 2" N.P.S. SLIPFITTER. SPECIFY MOD. 140 FOR 1.25" N.P.S. SLIPFITTER. 2. TWIN BRACKETS ARE LOCATED 180 O.C. 3. 10" BASE DIA. POLES REQUIRE 1" -8NC * 48" LONG ANCHOR BOLTS WITH A 3-1/4" PROJECTION. 4. INSTALL STREET LIGHTS BEHIND SIDEWALK. 5. INSTALL JUNCTION BOX 6" INTO SIDEWALK. 6. SEE RS -22 AND RS -26. 7. SECURE ANCHOR BOLTS INPLACE BEFORE POURING CONCRETE. POLE CAP ALLOY 43 WITH STAINLESS STEEL SCREWS • city of Tukwila 1' -6" D(O.D.) J J Z w C4 w 0 a3 U) to Q 0 W > x w0 ln — J ♦— B 3' MIN. I 5' MIN. pe 1 "" CURB LINE ALUMINUM ALLOY & STAINLESS STEEL HARDWARE TRUSS ARM 1 A TO P OF FOUN ATION HAND HOLE (4 " "6" NOMINAL) NON -FLUSH TYPE, COMPLETE WITH REINFORCING FRAME ALLOY 356 -T6. COVER AND 5.5 HEX. HO. STAINLESS STEEL SCREWS. F � - C (O.D.) BASE FLANGE ALLOY 356 -T6 W/ BOLT COVERS AND STAINLESS STEEL SCREWS G (s.Q.) TYPICAL LUMINAIRE POLE DETAIL 3/4" CHAMFER 20" 4.114 HOOPS @ 1' -0" CTR'S APPROVAL: B. SHELTON (4) 1" -8NC STEEL ANCHOR BOLTS ASTM A576, A151 GRADE 1021 -1046 50,000 PSI =MIN. YIELD MEAN DIA. OF ROD STOCK 0.908 t 011 ", OUT OF ROUND TOLERANCE 30.012 ", ROLLED OR CUT THREADS PER A307, CLASS 2A, TOP 10" GALV. STL, LOCK WAHERS & (4) 1" GALV. STL. FLATWASHERS. GALV. STL. CONDUIT (PER PLAN) 1 2-3/4" (THREADED) f 3' 4'-6" 8.87 BARS EVENLY SPACED (2'- 6 ")X(2' -6 ") SQ. OR 3' DIA. CLASS 3000 CONCRETE. FOUNDATION DETAIL NOT TO SCALE STREET LIGHT POLE 30' & 40' MOUNTING HEIGHT SHEET: RS -20 REVISION #1: 08,03 I ?!< C1: r.* a .xox,rM.:.,.rw ^m.�+,cr.- ,.e..,. ,s.,,,,, ".., .,,: t•,:,,,.:° r�, ..yr:• +�a.:,r;.�t"rz��pr;�car�t a r S C;#.i'.''.' '."r all �y • 120/240 VAC, 1 0, 3 WIRE SIGNAL METER BASE MAIN CONTROL WIRING SCHEMATIC (REMOTE) PHOTO ELECTRIC CELL TEST SWITCH GROUND FAULT RECEPT. ■ City of Tukwila 0 0 owc °U2 0 VT 12" L 6" 1` 1 - 100/2 MAIN 1 - 15/2 ILLUMINATION BRANCH 1 - 30/1 SIGNAL BRANCH 1 - 15/1 CONTROL CKT BRANCH 1 - 20/1 GFR BRANCH 21" CD CD CD PLAN VIEW OF BASE 3. CONTACTOR: LIGHTING RATED, 30 AMP, 2 POLE, 120 VAC COIL, 1 REQUIRED 4. DUPLEX RECEPTACLE, 120 VAC, GFI 5. PHOTO -CELL BYPASS SWITCH, SPST, 15 AMP, 277 VAC 6. TERMINAL BLOCK TO REMOTE PHOTO ELECTRIC CELL APPROVAL: B. SHELTON 48" 24" 24" 2" —I — l 12" SERVICE WIREWAY -- 2" DEADFRONT NOTES: COMPONENT SCHEDULE 1. METERBASE: 100 AMP, 4 JAW, AW #121314, (WITH BYPASS BLOCKS) (CONTRACTOR TO VERIFY WITH SERVING UTILITY) 2. PANELBOARD: 120/240 VAC, 100 AMP, 1 PHASE, 3 WIRE, COPPER BUS WESTINGHOUSE BAB BOLT -ON BREAKERS: CABINET: NEMA 3R, PADMOUNT, 1/8" ALUMINUM CONSTRUCTION REMOVABLE EQUIPMENT MOUNTING PAN, HINGED DEADFRONT 2 SCREENED AND GASKETED VENTS DOORS: HEAVY DUTY CONCEALED HINGES (LIFT -OFF TYPE) STAINLESS STEEL VAULT HANDLES PADLOCKABLE METER DOOR W /POLISHED WIRE GLASS WINDOW BEST CX LOCK W /BLUE CONSTRUCTION CORE ON DISTRIBUTION DOOR CLOSED CELL NEOPRENE GASKET, CARD HOLDER FINISH: BARE ALUMINUM OUTSIDE, WHITE POLYESTER POWDER COAT INSIDE NOT TO SCALE SERVICE CABINET SHEET: RS -22 REVISION #1: 08.03 I uo Y r t„r:l. TYPE OF ROADWAY STREET WIDTH LAMP WATTAGE AVERAGE MAINTAINED FOOTCANDLE REQUIRED UNIFORMITY RATIO LUMINAIRE MOUNTING HEIGHT LIGHT DISTRIBUTION PATTERN MAJOR ARTERIAL OVER 44' 400 1.5 3 TO 1 40' M -C -III MAJOR ARTERIAL 44' 400 1.5 3 TO 1 35' M -C -III COMMERCIAUINDUST. 44' 250 0.8 3 TO 1 35' M -C -III RESIDENTIAL ART. 44' 150 0.6 4 TO 1 35' M -C -III RESIDENTIAL LOCAL 34' 100 0.4 6 TO 1 30' M -C -III NOTES: 0 0 1. LUMINAIRES SHALL BE HIGH PRESSURE SODIUM VAPOR G.E. 2. DEVELOPER PROVIDES LIGHTING DESIGN FOR SUBDIVISION, INDUSTRIAL OR COMMERCIAL DEVELOPMENT FOR CITY APPROVAL. 3. LAYOUT PLAN SHALL BE PROVIDED BY THE DEVELOPER AND APPROVED BY THE CITY ENGINEER. 4. INSTALLATION OF STREET LIGHTS SHALL CONFORM TO WSDOT /APWA STANDARDS. NOT TO SCALE ■ • City of Tukwila STREET LIGHT DESIGN GUIDELINES SHEET: RS -24 REVISION #1: 08.03 APPROVAL: B. SHELTON +:`iRUnoaP.'�F�siirtrmah.«e.n.. 200 -400 ORDERING NUMBER LOGIC !Li PE FUNCTION IGNITOR ;'LENS TYPE IMC IES DISTRIBUTION - PILTtR OPTIONS XXX MDCA' 40 0 S - _ PRODUCT WATTAGE LIGHT VOLTAGE BALLAST I 111 XxXX XX X X MDCA = 10 = 100 S = HPS 604 M -400A 15 = 150 M = MH 0 =12012081 with Cutof (55V) C = Marc 240/277 Optics 17 = 175 Standard: Multi - 4 -Bolt 20 = 200 Lamp not volt Sliptitter 24 = 250/400 included. 1 =120 25 = 250 2 = 208 MCI 31 = 310 3 = 240 M -400A 40 = 400 4 = 277 with Cutoff 5 =480 Optics NOTE: Dual 7 =120X240 2 -Bolt wattage 8 = 240V Sliptitter connected Ballast for lower 120V PE wattage only Recep- tacle not recon- nectable D = 347 F = 120X347 T = 220 W= 230 50HZ 6 =220 R = 230 Y = 240 NOTE: Dual voltage connected for lower voltage CLEAR REFRACTORS All light sources are clear. IES Distribution Type Photometric Curve Number 35- 45xxxx Wattage 150 (55V) 175 & 250 MH 400 'G' MH 400 'G' Marc 400(Coated) Marc � rr, • ,il 0343 N/A N/A N/A M -400A POWR/000R® LUMINAIRE WITH CUTOFF OPTICS 0342 N/A N/A N/A X Soo Ballast Soloction Table A = Autoreg C = Marc -Reg H = HPF Reactor or Lag M. Mag -reg N = NPF Reactor or Lag P = CWI with Grounded Socket Shell N/A 0281 N/A N/A NOTE: N/A = Not Available C/F = Contact Factory *Meets APB -2000 for full cutoff * *250 watts maximum N/A N/A N/A 0282 APPLICATIONS • For street, highway and parking lot lighting SPECIFICATION FEATURES • Powr /Module ballast assembly • Filtered optics • Universal two or four -bolt slipfitter •Standardized reflector • "Dead back” tunnel type, FRP terminal board • 2 in. pipe mounting only with MDCA • Die -cast aluminum housing with electrocoat gray paint finish •Adjustable mogul base socket (house side) — E39 standard X 1 =None 2 =PE Receptacle NOTE: Receptacle connected same voltage as unit except as noted. Order PE Control separately. PHOtOMETNIC S LECTION: E: i Light Source HPS HPS Flat Glass MC2* 0386 1001 MC3* 0387 1002 SAG Glass Globe MC1 N/A N/A SC2 N/A 0101 SC3 N/A 0102 MC2 0547 1003 MC3 0546 1004 N/A N/A N/A C/F 0544 0280 0375 N/A X 1= Non Plug -in/ None 2= Plug -in base and Ignitor 0545 N/A 0376 N/A GE Lighting Systems, Inc. X A = Acrylic Clear Globe (250 watt Maximum) F = Flat Glass G = Shallow Glass Globe L = Polycarbonato Clear Globe (250 watt Maximum) Polycarbonate C/F 1045 ** C/F N/A N/A N/A •ALGLAS^• finish on reflector • No -tool PE receptacle • Plug -in ignitor available • External paddle type stainless steel bail latch • ® /,® listed unit available — See Options • Standard optical construction is IP55 • True 90° cutoff —no light above 90° (meets RP8 -2000 for full cutoff) with flat glass xxx See Photometric Selection Table S = Short M = Medium C = Cutoff 1 = Typo I 2 =Typell 3 = Type Ill x 1 = Fiber gasket 2 = Charcoal with olastomer gasket F = Fusing (Not available with multivolt or dual voltage) J = Line Surge Protector, Expulsion Type N = Moots ANSI C136.31 requirments for Bridge and Underpass Vibration U = UL Listed Glass Lens and 160Hz only) um Jeoxra Z W 6 U 00 OD 0 J I- I— W 0 J OD D I _ Z � I— 0 Z w w U 0 22 OH W W LL O Z W = O ~ Z Catalog Number Wattage Light Source Voltage (60 Hz) Ballast Type Refractor Type Photometric Distribution MOCA25SOA22FMC21 MDCA4OSOA22FMC31 250 400 HPS HPS Multivolt Multivolt Auto - Regulator Auto - Regulator Glass Glass MC2 MC3 FIXTURE DIMENSIONS 8.32 In. (211mm) QATA,_ 150 (55V) 200 250 250/400 310 400 175 250 400 400 • Net Weight Effective Projected Area Suggested Projected Height Light Multi - Wattage Source volt Mere NOTE: N/A = Not Available Not available in 120X347 volt C/F = Contact factory M -400A POWR/DOOR® LUMINAIRE WITH CUTOFF OPTICS & 4 BOLT SLIPFITTER r _ 15.12 In. - (384mm) C C,N 33 -39 lbs 1.1 sq. ft. max 30.50 ft. CIF 31.81 in. (808mm) 9.04 In. i O 15.12 In. 10.75 in. I (384mm) (273mm) SAG GLASS t GLOBE ADJUSTABLE FOR 14/4 in. TO 2 In. PIPE (1.660 In. 142mm1 to 2.375 In. (60mmI O.D.) 12.25 In. R (311mm R) 18.75 In. R (476mm R) 31.81 in. (808mm) 15-19 kgs .01 sq. M max 9 -15 M REFERENCES See Page R -44 for start of Accessories. See Page R -48 for Explanation of Options and Other Terms Used. See Pole and Bracket Section Page P -2 for pole selection. Ballast Type /Voltage C,H,N ... 8.32 in. / 11 \ 8.32 In. (211mm) (211mm) 15.12 in. (384mm) BALLAST SELECTION TABLE HPS HPS HPS HPS H PS H PS MH MH MU H,N A,M,P A,M,P A A,M A,M A A A 60Hz 120 G,H,M,N A,G,H,M,N,P A,G,H,M,N,P A A,G,M A,G,M A A A,P 208 G,M A,G,H,M,N,P A,G,H,M,N,P A A,G,H,M,N A,G,H,M,N A A A,P 240 G,M A,G,H,M,N,P A,G,H,M,N,P A A,G,H,M,N A,G,H,M,N A A A,P 277 G,M A,G,M,P A,G,M,P A A,G,M A,G,M A A A,P 480 G,M A,G,M,P A,G,M,P A A,G,M A,G,M A A A,P 120X 240 G,H,M,N A,G,M,P A,G,M,P NIA A,G,M A,G,M A A A,P 347, 120X347 G',H,M',N N/A A,M,P N/A N/A A,G,M A A A,P 240/120 PER G,M A,G,H,M,N A,G,H,M,N N/A A,G,H,M,N A,G,H,M,N A A A 220 N/A N/A A,H N/A N/A HA,N N/A A A 230 N/A H H N/A H H N/A N/A N/A 50Hz 220 N/A N/A A,H,M,N N/A N/A A,H,M,N N/A N/A N/A 230 N/A N/A H N/A N/A N/A N/A N/A N/A C,H,N C C IVItICA =-- SUGGESTED CATALOG ORDERING NUMBERS All GE suggested catalog ordering numbers come with PE receptacle. PE control must be ordered separately. Order and install SCCL -PECTL if no PE is desired. Multivolt ballasts can be for either 120, 208, 240, or 277 volt incoming power supply. GE Lighting Systems, Inc. f N/A A,C,H,N N/A N/A CIF N/A i 240 N/A N/A M N/A N/A A,H,M N/A N/A A H 1.16 RStk�'yt 12ZOON1m ICW.P 11:0M .Vor.i..nMrinn•:«wa...+s reP)errc +uw.fww..sv. ...W MO a • I- G) W cc Z = 00 RA 0 J � w 0 2 • Q fn = d Z = H 0 z • w O N ▪ I-- W i n r - 1-1-- O z w U 0 z Results Pole Spacing: 150.00 ft. Total Luminaires Required: 6 Total Poles Required: 6 Total Cost: $0.00 Roadway Lighting Standard: IESNA RP -8 Horizontal Illuminance Average: 1.06 fc Minimum: 0.38 fc Maximum: 2.29 fc Max/Min: 6.05 Ave /Min: 2.80 Roadway Luminance Average: Minimum: Maximum: Max/Min: Ave /Min: Veiling Luminance Ratio: Average: Minimum: Maximum: Max/Min: Ave /Min: Visibility Level Average: Minimum: Maximum: 0.80 cd /sq. M 0.45 cd /sq. M 1.24 cd /sq. M 2.76 1.79 0.04 0.00 0.17 3.12 2.90 3.34 Roadway Characteristics Traffic Flow: Lane Width: Right Side Lanes: Left Side Lanes: Median Width: Roadway Length: Pavement Classification: Two -Way 15.00 ft. 1 1 0.00 ft. 750.00 ft. R3 C: \GE Lighting Syslems\Aladan +Pius \Roadway \Nowton.srp Bricklayers Union Bldg Summary for Layout # 1 Nowton Architects 1 15 1 415 ft.fl1615 ft. Plan View 150 ft. Calculated light levels are based on specific information that has been supplied to GE Lighting Systems. Any differences In luminaire Installation, lighted area geometry and obstructions In the lighted area may produce different results from the predicted values. Normal tolerances of voltage, lamp output, and ballast and Iuminnaire manufacturer will affect results. �fan'•:.al'i A.:4.a:i.T4 M1:�w 8>��eudwALS.J+riS'iJ: C: \GE Lighting Systems\Aladan +Plus \Roadway \Newton.srp Pole Characteristics Pole Properties: Mounting Height: Setback: Arm Length: Pole Cost: Arm Cost: Lamp Properties Lamps Per Luminaire: 30.00 ft. 3.50 ft. 10.00 fl. $0.00 $0.00 1 Lamp Lumens: 22000 Description: LU400 Luminaire Properties Total Light Loss Factor (w/ tilt): 0.62 Efficiency: 0.763 Wattage: 400.00 Tilt: 0.00' Cost: $0.00 Curve: 451002 Distribution: Medium,Type III,Cutoff Luminaire Description: GELS "M -400 CUTOFF" M'CL40S " "FMC3' Summary for Layout # 1 Nowton Architects Calculated light levels are based on specific Information That has been supplied to GE Lighting Systems. Any differences In luminaire installation, lighted area geometry and obstructions In the lighted area may produce different results from the predicted values. Normal tolerances of voltage, lamp output, and ballast and luminaire manufacturer will affect results, Bricklayers Union Bldg .. .. ....._... • a h` u�1: 1 ,�w •.l.ei• • SUPPLEMENTAL STRUCTURAL CALCULATIONS FOR BRICKLAYER'S UNION HALL CLIENT: NEWTON ASSOCIATES ARCHITECTS 5 SEPTEMBER 2003 FILE COPY _ I EXPIRES 4/29/ 04- SWENSON SAY FAGET 2124 THIRD AVENUE, SUITE 100 SEATTLE, WA 98121 (206) 443 -6212 CITY CF T rat L APPROVED DEC 1 0 2003 n:i WlLD REID MIDDLETON J;;ri$uY:i:Sa�LY:Ef7 • �u' 4ffnc.•^` S" �tiit, �U¢ L, w&; Y; c�L' iiL' m�2. i�ct;% r:, ad1` Ci:' i�' �n1: L" ygvD. eceit ;�ivaa'w�.d:zt::,,�.,...,,,.. „ 3 ,4 . -,) /N t C,3 It ;J I� �GI� t-0 ( 131 Gil 0cv.4) %• Clu id ) ; 01 L'Q..) cAu✓ e- IJ w / ID I Ca.:Icil l�, i,,11 f:,-,-,-... rt..1.c • e....,, c.1.(44F, ' . So f ( � ' - s '1s I p ULQc.k. IV 14. d� Si l � .�(,:ll „J a Q. I L9'9/c-- vvzr-- -- - c. 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(A 133.31 r-; aiz (7zi‘) EN 's 1 ( 7— CD ( a) 5 ri2G) e%,0() (73, 3 Ec , 0314, L- _ 1 33 ' 33 3 - 3 (' � = 0,c u n l�?/ Z.fc� t2 D517 C) 2Lx.D I v - 55N) 4- '7Z c ; II pl 6 X1 �. r -' = zI SI(n' (MS 4_ (1 g C 11 X ( .5 ' o 40 '1E r 72- 55 e_v i— I(,,I' t 3,q1 rr S WO O A STRUCTURAL ENS ENGINEERING N SAY FAG CORP ORATION 2124 Third Avenue • Suite 100 • Seattle• WA 98121 Office: 206.443.6212 Fax: 206.443 .4870 C 1, Project Date Prof. ))))) V Desi L Sheet :,]. i_.,F:.'. is '.�:t;r.�:z.trLd:.1raw::�;:.«.� nr;t ri: wr�is,}.: xaS�ik:.: sJ, n .e:t;.:rfro ^"%,.,6.�as.v:.•.'.n 13 ec cc,`,1)1, I .ors't`on OrSiurl l 1r Ass x ,05 610 = 5 I Sig' -1- D 1 os /6 r I 5) I /•) i g/`}ri5,y ' }' (( 5 C`Ir is 11 (� L ) lldIJ 1 c., v 1. , d i? YZt L r e-9 oG tfA6 Il) C._A 4 c 1 Sc,,) 1.1 J W 7-1 66 7 Z 392r7 Office: 206.443.6212 Fax: 206.443.4870 r r , SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue • Suite 100 • Seattle• WA 98121 S % acr,`c tr-, .kI Cc )-= soc?3,s s2� 29 ,0' 413' d d� i26 TZ6 02G, 52_10 13 r7Z)'B 58 6 1 S t2 , 9832 I (0 , I I 4814 ( Q r e, k icL- , 1 -e.rS (fi Project 52 ) e'I L Date Prof, Desigt Sheet .:�.iva:4�'s'oafci: erg+" i��1c.S�sk29tlS�,"1•k�JrYi3ea� iv V bl W I t -- ) .- il) .'".- C"' 1 i l ` ----'' -7_0,,,P- c ek■rtzi ‘c -...\,, r s;,.., e . \ 5 I ) - i - 9 115' + yr I IT (,.: ) ,-. -- JO . 3 - El bru 11f2 ) 711): ( / 'Zelo N 6,1 sit S Lo ath ??. CC! ( 7) 4 77. )32 1.1.79 1. • 4 5 ei V.-tG S2 SY-A Mown LA I-1 :)7:- is ibt- Lc ) ) / ,o1 ( tt, 11,('-S " • ) d 1 (z) -20 35•2 $,, 1 1 ( V . r 5 (43 16,1 (1 L ej ( -I, .',13) • grl CL1-erS Un 11) Project . rr. SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 212 Avenue • Suite 100 • Seattle • WA 98121 Office: 206 .443 • 6212 Fax: 206 • 443 • 4870 11‘ 0, -7- 1. —5 -.. I 0 Date Prof. Nsp DesIgn.... Sheet I6t r` t JAI 63,3L 5 l _ (0 , 4 = 1.3.E ; • i '15 � f P .N .-. 1 i'SN" 1:-. � 4. '73 ?1 I ( Al (0 , u1 C0 ?� i 1 -9"i(te) /lion 1 ics ; 4 cr. - C - -' 4 1 r 161 )1" . V AK 19 1 r r , SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue • Suite 100 .Seattle WA 98121 Office: 206.443.6212 Fax: 206 . ' 1 1 ICI • Project Date Proj. No. _ Design Sheet .:JCii!kai.dL�. z k- w 00 N W W Wu_ w0 u_< wD ci = W H = Z1.- H 0 Z I- W • w U O N O H W • W w z • = O z r SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue • Suite 100 • Seattle • WA 98121 Office: 206.443.6212 Fax: 206.443.4870 \Kilt - Ic r Project C DS Date Proj, L) Design Sheet :,::raiw.asi :>.91:..:13•'w +:s'::rif i..u.:.I,:. c .,v�:F:a: i+:li;ii�,�G�;:�iE ti- :[t;tie.::ta STRUCTURAL CALCULATIONS FOR BRICKLAYERS UNION HALL CLIENT: NEWTON ASSOCIATES ARCHITECTS 11 AUGUST 2003 SWENSON SAY FAGET 2124 THIRD AVENUE, SUITE 100 SEATTLE, WA 98121 (206) 443 -6212 RECEIVED CITY OF TIIKWILA AUG 1 2003 PERMIT CENTEh CM OF TUOML APPROVED DEC 1 0 2093 AS WILD bo3 -z(tb ra S W OO A STRUCTURAL ENS ENGINEERING N SAY FAG CORPORATION 2124 Third Avenue • Suite 100 • Seattle • WA 98121 Office: 206.443.6212 Fax: 206.443.4870 IFn'c -t Project Dale Proj o• eo Deslgn Sheet +uY U:Jt.:6JG.V2(3 %�/d�t. hdlay�ry,( i�uL: A! e+ istAiti ,:1��.14aCtiGleli:4aiu�3��1C 15A- se I os t s 5 . I 1 � 6 KS rr, O A TRUCTURAL ENS ENGINEERING N SAY FAG CORPORATION 2124 Third Avenue • Suite 100 • Seattle • WA 98121 Office: 206.443.6212 Fax: 206. 443.4870 0)ti 'y o S„ Z 4 2 ,h� :'1� ' 0' , C f gn ck I .eff Protect LL 6 0s4L. T Date Pro /, NV Design `' Sheet t• L , 1 r,- ,..c;;v- vim/" -- Peduc cd 7 5O (- 0103 �. IJ f g . e e/a -s tiI,4e_r u,---' e „(--3 )., 14.1_, 1-.k, L c - 74- • 4wot\.,6r-i t, • c cAy+. r, 5%: l ; C6f Sf •- io d- 5Cfk-0 4- 2 toi-lzoi-5',9(. a f ii s 3,( kl - td . Cup. hu -r�; ra S W ON FAGET A STRUCTUR ENGINEERING SAY CORPORATION 2124 Third Avenue Suite 100• Seattle • WA 98121 Office: 206.443.6212 Fax: 206.443.4870 /n` 5 Pro ec r ' v �� ��•� I Date Prot. No. n Design 3 Sheet ••:■,0uxz silly. ::, rr, SWEO FACET A STRUC ENGINEERING N SAY CORPORATION 2124 Third Avenue • Suite 100 • Seattle • WA 98121 Office: 206.443.6212 Fax: 206.443.4870 I� n'ck I A L ; Project Dale Projn cO Design Sheet ':� "•'�`t�i35s:uw ; &''�si,1Liin.iut�i�:a,� - s:ti iY.& :S?w±��..•�ti2�i;trsi�:�.'�:/YtiE Floor Height (ft) Trib. Weight (lbs) Seismic Force (lbs) * main floor 14 478800 71593 roof 28 177700 53142 Seismic Forces ('97 UBC, Static Force Procedure) Project Name: Bricklayers Union Hall - N/S direction Project Number: 0 Date: 3/26/2003 Seismic Zone = 3 Soil Profile Type = SD Importance Factor = 1.0 R = 4.5 Z = 0.3 (UBC Table 16 -I)' Seismic Coeff, C = 0.36 (UBC Table 16 -Q) . Seismic Coeff, C = 0.54 (UBC Table 16 -R) Redund. Factor, p = 1.33 Seismic Forces: Ct T= V= V= V= 0.02 = 0.035 for steel moment frames = 0.030 for RC moment frames and centrically braced frames = 0.020 for all other buildings 0.24 seconds 307426 lbs 124735 lbs 24698 lbs Seismic Base Shear = 124735 lbs * Seismic forces are allowable stress values E_ 656500 lbs vim (Eqn. 30 -4) (Eqn. 30 -5, need not exceed this value) (Eqn. 30 -6, must be at least this value) 124735 lbs SWENSON SAY FAG ET A STRUCTURAL ENGINEERING CORPORATION z Iz � W QQ � J U O 0 w 0 CO W J = H w 0 2 g Q co = w z Z uj U � 0- O E- W I I O w z U= O ~ z Tr, SWEOE A STRUCTURAL NS ENGINEERING N SAY FACG CORPO RATION 2124 Third Avenue • Suite 100 Seattle • WA 98121 Office: 206.443.6212 Fax: 206 443 .4870 In� ck I Protect Date ProI.op L Design Sheet t.,fk,i4!'E2:A;6at'Yfs'ta�r Z = I- W 6 J 0 0 CO ILI J = I•— WO LL c I Z = I— O Z I— W U 0 O U I- W W H r_ uO .• Z W O F- Z IRT ra S W OO A STRUCTUR ENGINEERING N SAY FAG CORP ORATION 2124 Third Avenue • Suite 100 • Seattle • WA 98121 Office: 206.443.6212 Fax: 206.443.4870 Project I CH CJ �d Li Dale Prol. Nq.� 0 Design Sheet Z • Z • W J U 0 U � J = H N L1 W 2 c = d H W I-0 Z F- W • W U � O N O l- W W H lL 0 .• Z W U= O h- Z rr SWENSON FAG A STRUCTURAL ENGINEERING SAY CORPOET RATION 2124 Third Avenue • Suite 100 • Seattle • WA 98121 Office: 206.443.6212 Fax: 206.443.4870 Project Date Proj,Ser Design Sheet �4! Z W cc J U O 0 COO ill WO • }} U. a • D =a W Z = 1- O Z I- W • W U O - � I— W W H � • O Z W U= O Z } 9.1>,5 Arutr S S" ,51 '3/21 ck Vt 2 -r7 /3;36, i .. srz�- 4) ez.4 colic., . SE) -1 in 1 2 '/.3 . i ie. y F x? ra S WO S FAGET A STRUCTURAL ENS ENGINEERING N AY CORPORATION 2124 Third Avenue• Suite 100• Seattle• WA 98121 Office: 206.443.6212 Fax: 206.443.4870 Pr G'j$;C�.S Project /S psi jzl LA u i 1(,J Date Pro'. No, Design L �! Sheet • 1e 11c , _ f�S EM t9•.LT 7 C. cv .: . Fczrze E I 3z Efi—S 7 'tr L-G /, . r A►a IZ (iLo� = /yYU IIC rr S WO O A STRUCTURAL ENS ENGINEERING N SAY FAG CORP ORATION 2124 Third Avenue•Suite 100 • Seattle • WA 98121 Office: 206.443.6212 Fax: 206.443.4870 Project 1.r�'. L V Dale Proj, No. Design L2 Sheet . grit tiwC: i .G..w A:.i•.'.d'.?:.�..r+'.�LSI: Floor Load Height (ft) Tributary Area (ft 2 ) Wind Force (lb) 0 to 15 1 13.5 650 8584 0.67 14.3 7.7 20 to 25 0.72 15.3 8.3 25 to 30 0.76 16.2 8.7 30 to 40 0.84 17.9 9.6 40 to 60 0.95 20.2 10.9 60 to 80 1.04 roof 24 780 11962 24.1 Floor Load Height (ft) Tributary Area (ft 2) Wind Force (lb) 0 to 15 1 13.5 760 10036 0.67 14.3 7.7 20 to 25 0.72 15.3 8.3 25 to 30 0.76 16.2 8.7 30 to 40 0.84 17.9 9.6 40 to 60 0.95 20.2 10.9 60 to 80 1.04 roof 24 1440 22083 24.1 Height Above Ground (ft) C a Horizontal Pressure (psf) Vertical Pressure (psf) 0 to 15 0.62 13.2 7.1 15 to 20 0.67 14.3 7.7 20 to 25 0.72 15.3 8.3 25 to 30 0.76 16.2 8.7 30 to 40 0.84 17.9 9.6 40 to 60 0.95 20.2 10.9 60 to 80 1.04 22.2 11.9 80 to 100 1.13 24.1 13.0 Wind Pressures & Forces ('97 UBC, Method 2) Project Name: Bricklayers Union Project Number: Date: 8/13/2002 V = 80 mph Exposure = B I = 1.0 C = 1.3 0.7 E -W wind direction: N -S wind direction: (horizontal) (upward) E_ E_ q 9 = 16.4 psf 32119 lb 20545 lb L (a) ih i 4r. ' J /o l yoo sm• i 11 - 1 7 d - •(3)( er a = /ecp rim SW FACET A STRUCTURAL ENSON ENGINEERING SAY CORPO RATION 2124 Third Avenue• Suite 100 • Seattle • WA 98121 Office: 206.4 Fax: 206.443 • H870 W = v -2wv ( , ) -, 2.64 u (8) = 38&6 h! - /6o)(8`7 4 / 6 0 e8 ) z z 61 0 CD (tid) - ,eS Clfict ee( 4- r r - s : 4)4 r sz * , ) Cr i s . : 1) s Project Liza' 13,6K `LLS.Nif klo.�r Z��Z� -- 1- 11 SI S k = 146 3,:s„.9 q �` = - ,e-? R 3 q3 ,,i,8 S ki ► sa !c /3 . L_. U• . 4V3, 6 33, moo Date Proj. No. Sheet Design Z P - Soo _.... ...ur.W4��gYr,W[bTYAYnr•w..,�., . _ 44 S;imbn'. Sr✓ f / 6 . 6 5 2 /v (6 "'2 1 /4) f), /..-) *--11 c Ic : v-cl■iC - ri • 2 A/ - 3 - � 6,7 Zv /71±C V"/k/h/Yir /J /S_ T=1T \ � •' " i '� • 7 JWirJbv� ht,/ 9 a 4 Se), 7Z-C) + Z k/,ASS! ,7 Z Z ra S W OCT A STRUCTUR E NGINEERING SAY FA CORPORATION 2124 Third Avenue • Suite 100 • Seattle • WA 98121 Office: 206.443 6212 Fax: 206.443.4870 17) ,c Protect so, .7zcadj , 35•, "°r So 72c 41 , fc4 ISB, /yo n* z r 15" , / 3S •° Dale Proj. No. Design i L 5 Sheet .,�u�.w..w;..:..:�. i • w72l.71.8 ?• !.134-D '6; 1 `002 -t je3 o tid 183; o Lto , //3 312.- 9Sisza z r ` Z l_ +hr 4 .. rr S WO FAGET A STRUCTURAL ENS ENGINEERING N SAY CORPORATION 2124 Third Avenue • Suite 100 • Seattle • WA 98121 Office: 206.443.6212 Fax: 206.443.4870 1"4 - 0 . 4)04) .33.6=63 C 8Lf • F7L '.!y ya esYJ ( S`f x: / y 14' Iz..pU 10') ,.`.) Cam ': J ( (o 14... v fir (t - Ge— i~'TiE .. nt /s... /cv 2 ' :.2: 989 � Z �; . _ fir >�__ -- / /1 I 1 0,rioo (is 17,.JT92. t floc-F. ji0V+ 7t. 1.12. ; 34(;:,'"# � -•I�.- ohs SIE`1 S i I C_ a mil. E, NT E/t~ -/ z z • 4T �W I' • a 3S) ;47.33 (.e.) ( B� j `� z / z x 31 ,- 5-2 73.120 z S - 0,y7 a + 1ti ! i 31 F; 53 Project u t 53, X�%a 331 60a5 183 o-t 6 pt..;:: f /ds; ziz: 3./ /85t = 332'.' E Dale Pro), No. Design (A Sheet .. ..:ay. .r.l:�t°rA:t.:wC:ati;ric:� M1isw*...._- ._•t _J_._v ....«. x� ,uva. �YaaSi�++athi::.v . w...._ . ...»�....�.s »u�wa•:M,+_.... . E. .7 2, ys S / 6 C =). 14/ ra S WO N O A STRUCTURAL ENS ENGINEERING SAY FAG CORP ORATION 2124 Third Avenue. Suite 100• Seattle WA 98121 Office: 206.443.6212 Fax: 206.443.4870 Project /• Ytkuf, + ,• Imp.. r11S; r1- Cw /-1/S ,6? !Sv -f /Zo'3954- .�T / 2, o: ^ L • 3s U 2-18 8 . I. i3 L . L4 Pte: /5 Date Prot. No. Design L . 7 Sheet rr, S W OO A STRUCTUR ENGINEERING N SAY FAG CORP ORATION 2124 Third Avenue• Suite 100 • Seattle. WA 98121 Office: 206.443.6212 Fax: 206.443.4870 Qrl'ctle -! utJ✓ Project g--a.-D'3 Date ProJIL Design 8 Sheet Z Z W re 2 6 rU O 0 � J H W O W WQ I. W Z H O Z I— U � O - • lr W • W . W Z • = O E- Z Floor Height (ft) Trib. Weight (lbs) Seismic Force (lbs) * main floor 14 572900 77422 roof 28 221800 59948 • Seismic Forces ('97 UBC, Static Force Procedure) Project Name: Bricklayers Union Hall - E/W direction Project Number: 0 Date: 3/26/2003 Seismic Zone = 3 Soil Profile Type = SD Importance Factor = 1.0 R = 4.5 Z = 0.3 Seismic . Coeff, C = 0.36 Seismic Coeff, C = 0.54 Redund. Factor, p = 1.21 Ct = T= V= V= V= 0.24 338566 lbs 137370 lbs 27199 lbs Seismic Base Shear = 137370 lbs Seismic Forces: * Seismic forces are allowable stress values (UBC Table 16 -I) (UBC Table 16 -Q) (UBC Table 16 -R) seconds E = 794700 lbs r rr 0.02 = 0.035 for steel moment frames = 0.030 for RC moment frames and eccentrically braced frames = 0.020 for all other buildings (Eqn. 30 -4) (Eqn. 30 -5, need not exceed this value) (Eqn. 30 -6, must be at least this value) 137370 lbs SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION • Lc., C Lt;�eU,� - ice', -ei P10ar' -J i- 1,J41'1, ; u :) ! (z)(.0 L) X13 +0 ; iT .- c.( . -w vec wwll y2 (<53 J . H . 6 -{& (91.0 I v.i C� s _ Z o? 4 . 0 62; 2:- I 1I sr. a9S 1, c)3I q:.= 5 0 1 Esc ra S WO O A STRUCTURAL ENS ENGINEERING N SAY FAG CORP ORATION 2124 Third Avenue. Suite 100. Seattle. WA 98121 Office: 206.443.6212 Fax: 206.443.4870 ..'tE Q, cf 9 ) 1.� 1R- i�(1ti��.. C . e" ' c.: n • Edt2o� ` �f �1� w ' o w S 10,4-201d whI ✓nlC ism kted h) an ck.I c�, eci Ur v,-- -- Prolect 1 ( 34321 ) 2t3 bit 0 S t49 1 (0 - c33 Date Proj. Deslo I Sheet r �"uai ra to v:i Y ± ra y sYe is 5lp " ,o6 ,;R usk iaFo f ?: wG+ ti .4,14;y 14;y ralA RATION 2124 Third Avenue Suite 100 • Seattle• WA 98121 Office: 206.443.6212 Fax: 206.443 .4870 f grn eI t 1L'•) Project Date L„, Proj. Ala, U Design L1 Sheet • x_ S Lli-u sir. c ?qA ,� JZe.�`► -ce.� ` �,�,�,II,�a- figs r,J fie.' ra E FACET A STRSWUCTURAL NSON ENGINEERING SAY CORPO RATION 2124 Third Avenue Suite 100 .Seattle WA 98121 Office: 206.443 .6212 Fax: 206.443.'1870 Project — 31 — u3 Date Pro Design )3 Sheet a111, S'L4ii. ' iii` l ::Y "daasi3tlCff.+t' 2 �'44* a rim SW FACET A STRUCTURAL ENSON ENGINEERING SAY CORPO RATION 2124 Third Avenue. Suite 100• Seattle • WA 98121 Office: 206.443.6212 Fax: 206.443.4870 Protect 3 10— Dale Prot DesigL Sheet JI .I:JilN.wr� .ilY%IF.Ja'u:pTll:+tYa.4! ��w ±.•w. +n.rn+Rr .h otuov.■:40 fi • W 6U U O J = F— N u W O 2 LL 2 • d � W z = H E- O z F-- W • W U O 0- O I— W W H� IL O .• z W U = 0 z ra S W FAGET A STRUCTURAL ENSON ENGINEERING SAY CORPORATION 2124 Third Avenue • Suite 100 Seattle WA 98121 Office: 206.443.6212 Fax: 206.443.4870 VZcLIc Project —1-03 Date Flo / Proj. ) 0 t J DesI ! �• Sheet i1�w5?£wi`v:;.t.� ✓ %"a'giai:9i't Sf VAVoia: '2 r11 S WO S FAGO A STRUCTURAL ENS ENGINEERING N AY CORPORATION 2124 Third Avenue • Suite 100 'Seattle WA 98121 Office: 206 .q43 .6212 Fax: 206.443.4870 Protect a-1 c� .rJ Date Design IL Sheet :zis "v�.`w'. F . i�w:.vw. ix:trn.J.i.L:w"�+ili1� Mal rr S W O F A STRUCTUR ENGINEERING N SAY COR PORATION 2124 Third Avenue•Suite 100•Seattle• WA 98121 Office: 206.443.6212 Fax: 206.443 4870 project t C -Ic -e.fl L�-�,t4. -.-s I Dale Pro,' t r Design Sheet ilia, kSi(tv trtt:M: ;a Z ~ W J O O u) 0 • UJ J • LL WO u. Q Z d 1 W Z = 1-- O Z F- W • W U D O N O 1- W H 1= — O Z = O ~ Z rr S A STRUCTURAL ENSON ENGINEERING SAY FAG CORP ORATION 2124 Third Avenue• Suite 100• Seattle. WA 98121 Office: 206.443.6212 Fax: 206.443.4870 Qn ^cic l c -- Project Date Pro D Design Sheet Z f Z CC JU U N 0 J • = H N LL WO 2 Q u. co I Z = F— O Z u j U � O — O H W W H 0 LI O Z W U = O ▪ I' Z L. erd. j. Lt, rl;:, • . SWE A STRUCTURAL ENSON ENGINEERING SAY FAG CORPOT RATION 2124 Third Avenue Sulte 100 Seattle• WA 98121 Office: 206.443.6212 Fax: 206.443.4870 LA r-vi Pro ).- e ,1 . . ` . / (0 - - X = I („ H ,L� Zz� z l q, 3 ✓ek ( . '' "' ! " ( - 2 - 03 Date Prot. NT-73 Design Sheet rri S WO N FAGET A STRUCTURAL ENS ENGINEERING SAY CORPORATION 2124 Third Avenue Suite 100 • Seattle • WA 98121 Office: 206 .443 .6212 Fax: 206 .443.4870 Date Prol. No. Design Sheet .+ ;+w.�a....i..:.;». \`.u:Sykus:; ..w,...,r.. : _. • . a1o:�.wtrR•a .. _ •• • rr, SWEN S AY C A STRUCTURAL NSO ENGI FA C ORP ET O RATION 2124 Third Avenue. Suite 100 Seattle • WA 98121 Office: 206.443.6212 Fax: 206.443.4870 1;r) Protect - ZS — CY3 Date Prot. �lw Design Sheet .:. a i,�,. < ; ?�i:;�'!i".i:?txio.Jsl,, .. �L a�f.€..it::YY:Cy'a1s.' a� t. e. rr.; r, c4: L �.. �ra�iiisl». ��'�fi'S➢1ryi+i�ut�asii{;l.r`fua ;lJ'�1':S'..i Asir rr, S WO FAGO A STRUCTURAL ENS ENGINEERING N SAY CORP ORATION 2124 Third Avenue • Suite 100 • Seattle • WA 98121 Office: 206 .443 . 6212 Fax: 206.443.4870 Project ?- to-o3 Date Proj. Nsp Design Sheet :. r! N]LS:+{iJUNrLtSwyuf�Y Z 2 F.. W re 6 J U O O co o co Lu J = F— U) LL W O 2 g Z C '/ I-W Z = I— O Z F— W • W U O N O H W tL O ..z W = O ~ z r • Tthi; 10(4)- 7-i ISO i 4t..ce, ( 4-10tth n ft-P 112. : + Gtt Ta i S 2121 Third Avenue Suite 100• Seattle WA 98121 Office: 206.4 Fax: 206 .443 .4870 Protect . i 6 7.. : ,.. • i • ; • • • •• 1 • i • )La) bh-r= bn" L-L. 0 , • • • • • , ■ • ,,,,, . . • 0 1 70 IS' • eAA,,) › Int Pro' Np .rt......) Design Sheet c1 rr Cr'N • 3 Date vs. rra SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue• Sulte 100 • Seattle • WA 98121 Office: 206.443.6212 Fax: 206.443.4870 •c: f 1.(f Project C -1191 S .Isa .190 ksi C;m0 e LLB ►�, ._ it y t� .i, 00 6 w zll .1 4 Gt U 1 -22LLw t,st 11 s,l � b 14bS /�.. l :14' r.�J�`d,e wl S C? 3• "Vv ,v. rh,, Date Sheet Proj.J ,0 Design F ram SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue• Suite 100• Seattle. WA 98121 Office: 206.443.6212 Fax: 206.443.4870 Protect Date Prot. pin. 1 , Design .J Sheet rti SWENSON FAGET A STRUCTURAL ENGINEERING SAY CORPORATION 2124 Third Avenue • Suite 100 • Seattle • WA 98121 Office: 206.443.6212 Fax: 206.443 .4870 13 n ( ) 1/4 Protect -7 -ZI -U3 Date Design Sheet IWO Z H Z ft 6 JU 00 ui � WO u Q c = d W Z = I— F— O Z 1— W W U � O - 0 I- W H L O Z W U= O ~ Z lc rr, S W ENS O N FAGET A STRUCTURAL ENGINEERING SAY CORPORATION 2124 Third Avenue • Suite 100 • Seattle • WA 98121 Office: 206.443.6212 Fax: 206.443.4870 pntX1 c t /&n Project Date Pro No. Design Sheet Z 1I— ~ W re 2 JU 0 0 • w J H • J_ W O uQ co = d I-W Z = I- O Z I— W 0 O • N O H W W H 0 O .. Z W U O Z Envelope Requirements (enter vslues as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic For Building DepBtt[f1Eflf 11f36 CITY OF TIJKWILA AALIG 1 1 2003 PERMIT CENTER R 0 All Other Roofs Applicant Address: 12a13 neamore Ave North, Seattle, Wa. 98133 Applicant Phone: 305 353 - 5so6 Opaque Wails' R - 12.8 Below Grade Walla R - 12.8 Floors Over Unconditioned Space Slags -on -Grade R 10 Radiant floors Maximum U- factors Opaque Doan 0.600 vertical Glazing 0.600 Overhead Glazing' Maximum SHGC (or SC) Vertical/Overhead Glazing 0 . 65 0 Project Info • Project Address eriakiayoro Ys�tiag s i Date 8/5/2003 15100 S3ad Ave So. For Building DepBtt[f1Eflf 11f36 CITY OF TIJKWILA AALIG 1 1 2003 PERMIT CENTER rukril l3, lira Applicant Name: meet= A000ciate* 1.eohiestbe Applicant Address: 12a13 neamore Ave North, Seattle, Wa. 98133 Applicant Phone: 305 353 - 5so6 Space Heat Type 0 Electric resistance *1 All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be indudad in the Gross Exterior Wall Area If they are Insulated to the level required for opaque welts. Total Glazing Area Electronic version: the values are automatically taken from ENV -UA•1. (rough opening) Gmss Exterior (vertical & overtid) divided by Well Area times 100 equals % Glazing 2167.0 + 8928.0 X 100 = 24.3% Concrete/Masaray Option / yes Check hers if using this option: and if project meets all requirements for the Conc:eta /Masonry C7ption. sae Decision Flowchart (over) for qua:ificallons. Enter requirement, ror each gwrdyin9 T no aaee/ bly below. Project Description. Envelope Summa Climate Zone ENV -SUM 2001 WasttrdJton Stele Nonree:dentizl Energf coos compsence Fore [EwxLpliance Option zuui vvasnington state Nonre3ldentiai rnergy Code Compliance Form 7 New Building [ Addition Semi- heated space Minimum Insulation R- values RootS Over Setni- Hiiatad Spaces 1, Assemblies with metal traming must comply with overall U- tectors 2. Refer to Section 1310 for qualifications and requirements Notes: I understand that the Sub1er a : ::i errors an.1 7 Prescriptive Li Component Performance ❑ ENVSTD 2.1 (See Decision Flowchart (over) for qualifications) (4,0 not acceptable) Plan Check approvals are approval r ,�• :� of any o f con- . `• .� i,,•!v�• : ;G�Gia. ..., Alteration Wall Description (Including insulation R -valua & position) u Change of Use Revised June 2001 KJM Systems Analysis Opaque Concrete /Masonry Wall Requirements Insulation on interior - maximum U- factor Is 0,19 Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete/Masonry Option, list walls with HC .}. 8.D Btulft'•'F below (other walls must meet Opaque Weil requirements). Use descriptions and values from Table 20 -Sb In the Code. La-factor CITY OF MYNA APPROVED DEC i 0 2603 AS WILD SIDER + 8VERS Envelope Summary (back) .Climate Zone 1 ENV -SUM 2001 Waehir>oMn Vale Nonlesideneal (energy Coda Compliance Farms Decision Flowchart (or Prescriptive Option 1202 spree Hp(Typrr Far Ure pwyryye or determi ;Ay ou1dinij enve!Cde rep .iramants, the roilorMrsa two Cabnorres camprIsa ai Saar haattnp typos: mute: AA Owe spa6e heating systems Inducing pas, s1la here. oil, and I cpime apses t'dbt'119 rye eme end U:oee ey*t•rvil liet±.sd M ilyd de0ephon 10 electric resistance. (tanthuad at rlpt't) 7k 1'" All we/la R-11 \ Insutsatn7 1 Gezeig Arm% 10-1S% , 1520'% 120716 1,00.4095 1 Yes AC insulating h.talad? ICRW0t4Wdx R -11 i Below Ord Walt WI) R -10 Belsw Ord Wall (on) R -11 I Root Over Attie R$0 1 AIL Other Roof R -2t Raised Floor R -19 SIab-On -Grade P, -10 1 Radiant Floor R -10 I Pascoe ( r U9.90 610060 G■te6a 1441? Vert UVal 0.40 0.79 0.65 0.60 tQp Assembly Desct<iption fie tki UVal 1,46 140 1.30 1.30 Concrete/Masonry Opti -- •Fa)(:2062851045 2001 Washington State Nonresidential Energy Code CompliL .d Fort Use this liOvrchart to determine if project quaMiee for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. Yee Yet A 1 Insulating IruUli,td? ! Opegue Weil Masonry Wall (In) ' Masa:xy Wen(other) I eeta• G ei WxP (.'t) aetow G tf wax loth) l Roof Over Attic I NI Other Roof Ral:exl Plod Slob-On-Grade Reelare Floor Cpave poor t,tann9 C terla Met; i Glazing Vert 014 Ac+ % Uv9i I,IVdt $HC, I :0 -10% 0.90 1.4a 1.(4 10-1311 013 1.40 1.40 ' 15-23% O.6G 1.3'1 (S0 I 20-25% 0.60 1.30 C.45 • Assy.Tag v -- . -• - -_ ti Electric Resistance: Space heath; syetens •teach use electric resistance ' START i e!dmxnt, ate thN p.4ne,y 11 eyslem inc!vent : beve'p w d. rebel*. end %Na ar the gross conaltansa hoer area. Exeapuom Heat pumps uric forted air Units where itic otal alectrlo reslstrlee heal rapadty CTCeeda 1.0 111u I n6: ebrtric teeietence heating it variable air' plume cistribttion systems. l • Raslstanee , Heal? R -11 U-0.19 u.a..^.s R•13 Ri R-35 R -21 I R -1? F -11 R-:0 U-9.63 tq, 1 • 1 Yee* Y• No 3 4 Prescriptive No � Path Allowed Component Performance i or i Sy�tErtt: Ar131y3(3 Requited . r A'I Iriduleting 10011411! Metal Framed Wall U -0,062 i Othc Orague Wall R -19 . Masonry Wail (rni) U.0.10 Ak eo vy W et(olher; U-025 1 Below i Wai Cext x2 i moo* ant was (oh) R Roof Over Attic R:38 III OtnerRaof R-30 Reis Floor R -39 SAO-on -Grade R-10 �.adlgnt BOOC P, - iu CJ;saque Door U-O.00 Guava Carta Men Gizeng Vert 08 W(J 3! Asap% UVal CC:i r - :0 co .40 C 1.W L Aug 7 2003 6:35 P.13 Yes • Wall Heat Capacity (HC) HC' Area (sf) HC x Area Totals Area weighted HC: divide total of (HC r. areal by Total Area 1 rid Inetiatr.O inclalleai [Metal Framed 'Pail U-0.03: 'Other Opaaua Wel: R.19 1Slaver Gni WeH (acct) R -10 3e!ch Grd Wall cal) B - I Rea' Ovr AtdC R-3 !All x'10 er Roof R-30 i Ra load Floor R S!..1 >Cn *G,Vtj? R - 10 I Radar. Floor R-10 I orAtion non. U 0.60 G!.toinB Ci 1td,6g Mess Glaux;; Vat 'Arm u UVal r? zos 0to Y13 Rev'aed Jure 2002 KJ1t 011 tri al 0.30 sHoc t.rn 'If the area Weighted heat t pacity (HC) of the total above grade vail is a minimum Gt 9.0, the Concrete Masonry Option maybe used. - "For framed walls, assume HC =1.0 unless calculations are provided; for all other watts. use Section 1009. Project Address Belekleyere Meeting Mall Date 8/5/2003 Space Heat Type 0 Electric resistance (I_) All other For Building Department Use Glazing_Area as % gross exterior well area 24.3 st PrOP. 40 . O t Max.Target COncrek�a.SOx1xy Option D yes .� 1' No Notes: it glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over), If Concrete /Masonry Option is used, Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13-1 tar correct values. Building Component List components by assembly ID & page # Proposed UA U•factor x Area (A) = UA U x Al Target UA U- factcr x Area (A) = UA (Li x A) T 5 U= 0.600 Plan ID: U= Plan ID: U = Plan ID: u- Pian ID: U= Plan ID: U= Plan ID: U= Plan ID: 0.600 2167.0 1300.2 0.600 2167.0 1300.2 Glazing % Electric Resist. Other Heafing ;0 -15% 0.40 • 0.90 >15-20% . . 0.40 • 0.75 >20 -3O% ' see note above 0.60 }30- 40%'.: see note above. 0.50 (see Table 13 -1' for Conc./Masonry values). co fa a d o 8 a 6 U= Plan ID: U Plan ID: U= Plan ID: U= Plan ID: Glazing % Electric Resist. Other Heating . 0-15% • 0.80 • . . 1.45 >15 - 20% 0.80 1.40 >20 -30% see note above .. • 1.30 >30-40% see no above • 1,25 (sae Table 13-1 for Cane /Mason values) 4 0 r 0 U= Plan ID: U= Plan ID: us Plan ID: U= Plan ID: n J g Q ° (J= 0.800 Plan ID; U= Plan ID: U= Plan ID: 0.600 168.0 100.8 0.600 168.0 100.8 Electric Resist. Other Heating • • . 0.60.. ' .. 0.60 ' lane c, tr u R = 30 - Plan ID: R= Plan ID: R= Plan ID: 0 -036 5402.0 194.5 0.036 5402.0 194.5 • Electric Resist. Other Heating • 0.031 0.036 SjOOH 1814Q R= Plan ID: R= Plan ID: R= Plan 1D: . Electric Resist. Other Heating •0A34' . 0.054 ur } . cr R.. O R =12 Plan ID: R= 12.8 Plan ID: R= 5.1 Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: "Note: sum of Target Areas here should equal 0 -080 4958.0 398.6 0.080 1525.0 122.0 0.193 210.0 40.5 Target Opaque Wall Area (see back) 0.140 4858.0 680.1 0. 140 1525.0 213.5 0.140 210.0 29.4 ' Electric Residt. Other Heating Ordinary 0.14 Conc(int) 0.19 0.19 Conc(oth) . • : • 0.25 . 0.25 • • ■ g d n o 8' R= Plan ID: R= Plan 1D: R. Plan ID: Note: if insulated to levels required for opaque walls, list above with opaque walls ' ...Electric Resist. Other Heating 0.062 : . 0.14 . • • n c 5 = u r r. = R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating 0.029 0.056 L e 3 a rx R= Plan ID: R= Plan ID; R= Plan ID: R= Pled 1D: • Electric Resist Other Heating ' Fk/54 • F =0.54 • (site Table 13 -1 for radiant floor veluos) For GMU walls, indicate core insulation material. Totals For compliance: 11 Pmnnnprt Tntal Area c hnll Anna! Tarn 14330.0 2146.6 Totals 14330.0 2518 .5 u • re.4. a nu moose o a JA shall norgrrgrr. cuu I vvhabnull u.in araia ivuPIIt41UVIJUn1 cueiyy wuC l.ruvipi roluv runri Envelope UA Calculati Climate Zonel ENV -UA 2001 Washtngion EaN N rJWCIbll at Enec,,y Code Comaiianoe Forms • Rerned June 2002 IUn! OG= -- OG:-- - Target SHGC �. SHGC x Area (A) = SHGC X A VCs= 2167.0 0 .500 2167.0 1300.2 5402.0 Glazing % Electric Resist. Other Heating 0-20% . 1.00 ' 1.00 . >20 -30 % not allowed 0.65 >30 -40 %, ' not allowed 0.45 (sea Table 13 for Cont:JrYlasonry values). "Note: Manufacturer's SC may be used in Lieu of SHGC. Totals 6593.0 Glazing List oomponeflts b assembly ID & pa • e « Proposed SHGC SHGC' x Area (A) = SHGC x A - Target SHGC �. SHGC x Area (A) = SHGC X A OweID I ID: ID: ID: ID: ID: I D: 0 .500 2167.0 1300.2 0.650 2167.0 1408.6 Glazing % Electric Resist. Other Heating 0-20% . 1.00 ' 1.00 . >20 -30 % not allowed 0.65 >30 -40 %, ' not allowed 0.45 (sea Table 13 for Cont:JrYlasonry values). "Note: Manufacturer's SC may be used in Lieu of SHGC. Totals 2167.0 1300.2 Totals 2167.0 X400.6 Climate Zon :. ENV -SHGC 221 Weetengtan Mete Herm:Mengel Energy 0000 00:n0 art... wr-e Target Area Adjustment Calculations For compliance: Proposed total SHGC x A Shall not exceed Target total SHGC x A NOTE: Sing 1997 SHGC compliance for vertical and overhead glazing is allayed to be calculated together. If the total amount o► owing area se a % or Orate extr,rior wall area (cakulattd on ENV.SUM1) exceeds the maximum allowed in Table 13 -1, Men Vile calculation meet De eubmittod Uda the resulting areas in the Target UA and SHOO Calculations above. Glazing Area Opaque Are Gross Exterior Wall Area I 9928.0 1 l 3571.2 Roofs over Attica Other Roofs Proposed Areal:: Numbered values are need In calculation& below. Roofs over Attics Other Roofs Melia x Max Glazing Area (Table 13.1) 40.0% 1j tester 3571.2 Target OG Area In Roofs over Antos . _._... v - •• -• --- .._..._�.� -.r ,•..,. w.,..I .+vuv vuInNuatlt;C rut tit I 100 I Max OG Remaining 1' S I 357.2 Maximum Target Glazing Area 3571.2 I Target OG Area In Other Roofs L teser 3571.2 a Proposed Opaque Area Pro osed OG Area - "x1 TarEt OG Area 5402.0 {. T Targot VG Area 2167.0 j Proposed Opaque Area Proposed VG Area Tarpet_VG Area Target 000oue Area Walla] I 6593.0 I + 1 2167.0 I -.. I 2167.0 I ° 6593•.0 • 1 Note: If there is more than one type of wall. the Tercet VG Area may be dietnbutad among them. and aeAerata Target Opaque Areas found. If $h . T et An'w. for Opaque Walla Hated on the front must actual the total calculated hare. i Target values in shaded boxes are used in the applicable Target UA celeulatione on the f OnL Target VO Area and Total Target OG Area are also used in the applicable Target SHGC calculatona above. Rrrise3 Jme 2002 KIM Nob: OG - iverhead glaring VG vertical glazing For Target OG's, the Rater value. are used both here and below. I Target Areas OK I Z Z et -J O 0 U) 0 ID W 111 I- to <L W 0 LL. Q w = I . z i- o z 1— U O — W W lL ra .• W U= O ~ z "ropeAddlretla 152 Q �72 /�1i 7►0 �� i Vat . IWO The tdlowinp IMorn etIon 15 flummery to cheek a Nadi t) pertn t appleteti0n for ton43%.11 a with tr,a balldlrlg .nvokrpa rgquiromerds In Ow W600;1100 atone fronresldenw.l Enefyy Cale. r�,alr2bRity rye., fro, n a A) de , ( Cede Sad lion t.eNlponoilt � lertrletl04 ROqultee Lt tk On platt3 ¢ ertln nt l - d n DOp WOO GENERAL REQUIREMENTS sections 1301 1314 1341 loops •. Unoottpn ono te.cee Id.rrLG on u+o• .aowee g 5 I ■r V.J 1� r tG' S fL 1342 A 1 ..L /311 1311.1 ta11.2 1111.3 eaos held tow L eat .h . . �. If 'Wart JJ •_ ■y ,,,.k. , � O�( t fly _ Ra1 O ! Mid - VM 6 ii -Y• _ I n eon IMU1, Irufaltetiaf a K%0.1 A 1,'Z. A A { . - _ ---- _ „ • Mot la.iiiptnaur. 1adiCileity .hleen roof rptilens fro attic. :roofs: !Maw aMSrsnCN for Olio Indian: Indio* WIN jean vend WOW; ndkale feoe ... .. weft MriulWcn Incrusts R•veiue an we.edlats; ktdki4e We irppnp of WOO Mee; Indicate Ybeee pride oAutDr WARM is p t4.t tad; Indicate ioobe•till core ►uteellon ler mbtonry vm a se nec ac: Indicate Met OPpecIty of noway Vieth If m. eatryoefen4YW�r credit vibe NENVSTIT I. , AP 1311A lax Memnon 'Indicate Ronk=ah lea enema: moon elemental do nlectsrletsudaoe: WINO supports rot more then 24" OA: I n d i c a t e that tl min *A dose net teach e • L•.. • torndelion . • t� `c $ V.. W 6I tai l.d 1312 1312.1 SIetrtmipede fuser (Meats x'"' as toe beckon or !owe:Wcn deka; Indloete elan Ineubsint weenie tkeen tacks*/ 24" Rent top: I ref 1 . le .: i • aldefbr ineas Ii Omit Door I Irdiclso Rw1ue an woe eastlol+or fpudeiion d oL �,• o deb Welton *Mende ed ve am tic/ Ae 713 Hem the top: I R Wl oi t Indicate soon redo eve** lldd eilloo II *earned: Glaze* end dotes ti-ha don; Panicle Gat Wlgn d pkrii)9 area (induteng 13W, to fitel 4. v varocal . IL:,1 oa•1L: • M si. lads.ds Owing and door Umbra dot tiestlrte end door Weddle axon* aret,•apM'j�ddiadatipni, et. rrrassety}: Indicate if vekiN ere NF'RCor Mull, Q YAM tiadeuft theft mp.day f n no type. olertia bete, goetkith, lave A i e. Illenall w 1313.3 le iiiiim IS Indicate , 1 12.2 Hl1[3C 6 SC lnd kyt. Oink* Wu Mat fieln caeliciartt se shidinp wstedeni en einem wt+cdul• (provideanrs•weiskied .. . AAotttur. 11W ep Indicate vapor nttRd.rw us /.acre wile >� AA� !T)• 3- • i • inttkale vapc m ow murder on sseIktn1 • . romwood a iuc. =PEW 1314.1 WWI voPor fb1tfdat Indium) vapor retarder on wee Palk, I 3 .1 ••rveptvralerder Indira * mar rltattercvt now aectlan ;MX OM blank p otya h 1 ne ovonsppsti 1t on ground s• s- .•• Indxste wog. meant!. Oeelte2112. acid eicoataratilOD O — 1314.2 Gleelnprdoor scoring Ire:Ro a voaeIrsr* pir(i r ty Iliga :.. • . t Indent menu retaking ltd gpeltetoq t/}T PR CRIPTIVE,ICOMPONENT PERFORMANCE t3ctiocs 1320.23 or 1330 -34 Ell - M ompi•uba socl Wachs& P . ... - Q omp) LM Gaionnence wotlutwot dna:soeet; . -.1 .. , .. , Ell Building Permit Plans Checklist ENV -CHK CITE( OF TUKWILA Wa e.h.wA r er any ewe on. provide srplmrtcIlnf; Buildin ! Division Fn6t EMMA. AIM MC CITY OF TUKWiLA Buitdin Division Building Permit Plans Checklist 2C01 Mt aMVa. POI NimubdwAaar FMS ow* rlen arrow rein ENV-CHK rya eNte..ksa 2001 Envelope - General Requirements 1i111netatletion ise1.1 trataihtlo'nRequi imams: Al InstlatI n mattnits steal be Inrdetted accosting sing b the mui vfechrah inabucsone In achieve proper dandles, maintain clearances, and maintain uniform R- arouse. To the maximum a lent possible, Ionia/Ion shell Attend eve the MI comported aria to the irttended R. value. 1311.2 Boof/Ce'Itlrag Intuletion: Open -down or poured loose fl Medallion may be used in attic ewes where the slope d the calling la not Mare then 3/12 end there is at least thirty inches of dear dMer= Iromilie top of the bdtant chord oldie truss or ceiling joist to the underfed, of the sheathing et the reef ridge. When awe vents ere Retailed. balling of the vent °ermnines shell be provided so as to deflect the int:aning air above the surface of ire irnuiaation. Where Agfnlirg ixtures to remised into a suspended or exposed grid collide therodlcdting seewnbly obeli be inetteteein a location other then diredtyon the suspended cello Exception: Type IC rated recessed lighting Worse. Where installed Inwood horning, raced boa insulation ehal.be.face staged. 1311.3 Wail Insulation: Baader wall esrrilies isolated doting kerning shell be tuft insulated t0 the Wale of the surrounding wells. When Installed in wood fronting, feted bolt tree/ Lion shall be face stapled. Above grade elector btsulf Ian shall be pretected 1311.4Pbar krarlallon: Floor insulation mu be Installed In a permanent rrrerxw insubstantial contact with the surface being tnsuleled insulation s pporla shat be inektled so spacing b not more thin trventyfotrinches on carder, stn ar al b tlMsts Ion theft not dock the airflow through 1311.5 tsiab /143rsde Flow: Siab.oregradeinstlatton Installed inside Out foundation wrtl shirt sxtold downward from tits top or the steps Minim= distance d twenty-four Inches or to Via lop of the looting, %%Me Stever is leas. Ineutation Inclosed outside the rourWlonshell attend t weennti rrenimun at twenty-four inches or to flue Imagine, %Who er b greeter. Above wade hturattion shell be.protected teceplion: For mortolithlc Slabs, the inetletion etml extend downward i att the top of Ise bleb to the bdtom oldie foxing. 1311.6 Racemes floor, (on tar below grade): Blab-on-grade Ittsuletietl shell edend dcmnaserd front the top of tree stab a minanum distance of th trs& Inches or downwerd'n the tap d the footing and hortcorlai for en aggregate of not less than thirty -six Incase. U red,Orted t>,a the taurgding offidat where soli condlecns warrant such Intel titian, lie anlre area of a radtent floor shat be Vernally ne from the sal. Whine a soil gas Central system is prattled below the radant floor, wltreh resUb In Increased comeedtve taw below the radiant woof, the radiant fl oor sere be themuelyIedatsd from thesub-flocr gravel layer. 1312 Glaceleg and Doors 1312.1 Stastlrlard for Deta of Giizlnp and Door U- Flicti Udaaters for glazing and .core Shall be determined milled andlebeted in accordance with Standard RS.31 by a certified independent agency licensed bythe National Fenestration Raing Council (NFRC), Compliance that be based on ow Residential or the Nortesideattial Mode/ Size. PrOdud simples used for U -factor determindiom Shell be oroclu don Itte units or representative d unite as ratcheted by the wantsner or otratractor. drdebelrld gbialrt4 and doors shall be assigned the default tlfaador In Section 2008. 13122 tiviar Neat Gain Coefficient end Shading Cosfieterlb Solar Meet Gen Coefecient($11DO), shell be determined certified end labeled in e000rdsnce Kith the Nedanel Fenetdralat Rating Council (NFRC) Standard by a certified, independent agency, teemed by the NFRC, Exception Shactng coefficients (SC) shall been adaptable aternate for ca npiance with solar heat gain coefficient requirements. Shading coefficients • for ghehng dietl betaken tram alepter 27 of Sterelard RS-2T or from the mare fect tieers test date. 1313 Molattlre Cotttiot 13111 Vapor Rartenters: Vapor retarders shall be installed on the warm side (in wider) t5t insulation as required by ties rea rift Exceptive: Vaper minder ihatalied With not mor Man 1!3 d the norninel R•velue between It and the conditioned seem 1313 .2 Roof/Calling Assemblies: Rooi elhlreassemblies where the ventilation space above the insulation is less that an average of twelve liras efrell be provided with a vapor rtitardar. Rod/eating assenndles without a vetted alrep8es. where neither the roof desk nor the roof structure ere made ti wood, shall Provide a capnbnuous vapor retarders th taped seams. Exception: vapor ratandors need not be provided where ell Of the insulallon is Installed between the roofinernbrano and the dructural roe! deck. 1313.3 W1114: Wails separating condIk ved space from unoandtlonid space add be provided with a wiper retarder. 1313.4 Floors: Rove separating conditioned space torn unconditional space shot be provided with a vapor retarder. 1313.6 Crawl Spaces; Aground cover of six mit (0.006 inch thick) deck polyethylene orapproved trawl shalt be laid over the ground within trawl :pates. The ground cover shill be =Mapped twelve Inches minimum at the folds and shall extend to the f auhdrdon wall. Eeceptlern The ground cover maybe omitted in crawl spaces lrtho craw(spr,ce has to concrete slab floor with a rrririmum t ldeiess of three end ors -hall Incites. 1314 NrLeakaaage 1314.1 Deleting Envelope: The requirements of this section shall oily to building dements separating oondtioned torn unconditioned spare. Eidaatorkirts around windows and door tames, openings between wefts androtartdialen, betwo(in watts and ma and oval panels; openings at penetrations of utility services throt,8h wells, flaws, and roofs; and all other openlrgs In the buldng aenvelopo %he l be see ed. cawiked, weltered all wakathersbippaod h) iii* air leakage. 1314.2016ring and Doers: Doors end operette$tazing aeperaerg cortt15onal twit Unconditioned space shall be vaattreratripped. Find windows shall be 5att fklrg with glass retained by s1Gp5 with sealant a mulling all wound. Exception: Openings that are required to be fire resistant 1344.3 gullding Assembles Used es Ducts or Plenums: Uu1t tna essernheee theyi they es ducts orptentins shell be sealed, caulked. and gaealcetad b limit air leakage, M Location . Description Tukwila WA For eullding oemitrae.rarse CITY OF TIJKWILA 4 2003 PERMIT CENTER Allowed Watts per ft' or per If Area in ft (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking (standard paint) 1664.0 o'FICY F1A- FLUORESCENT STRIP 5 0.2 W /ft 320.0 OFFICE Co vered Parking (reflective paint) 22 56.0 1232.0 OP'1".cE 0,3 W /ft' 6 216.0 Open Parking BUILDING PARKING LOT 73A.PLpoxescser INDIRECT m.�r.. �. 0,2 W /11 39631.0 7926.2 Alteration Exceptions (check appropriate bor.) fl No changes are being made to the lighting E Less than 60/0 of the fixtures are new, and Installed lighting wattage Is not being increased Project Info • Project Address fa=icklayure, fleeting Hall Date 8/5/2003 Tukwila WA For eullding oemitrae.rarse CITY OF TIJKWILA 4 2003 PERMIT CENTER OFFICE Applicant Name: ANGELA KELLY Appllcant Address: 19015 36Tu AvE W.. SUITE Na LYNNWOOD WA Applicant Phone; 42S- 775 -1799 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed OFFICE Fl- NT,oORESCENT STRIP 13 128.0 1664.0 o'FICY F1A- FLUORESCENT STRIP 5 64.0 320.0 OFFICE 72 -2E4 FLUORESCENT 22 56.0 1232.0 OP'1".cE P3- PLDORSeCENT INDIRECT 6 216.0 1296.0 OFFICE 73A.PLpoxescser INDIRECT 1 108.0 108.0 OPPIC)r Fit ,F7.5 YLUOEESCErrT DOWNLIi+R3' /SCONE 37 26.0 962.0 OFFICE F5- FLUORESCENT VANITY f ' of T . 5 5 32'.0 78.0 160.0 390.0 OFFICE _ ^ F6- FLUORESCENT SURFACE hire[ OVEE OFFICE F7A■PLDOSZSC8NT SCONCE 4 OFFICE P12.2E4 TLu0RH3CENT EC 1 0 2003 2 64.0 168.0 OFFICE F14- INCANDESCENT noWNLIONT ` I , 10 4 22 100.0 1000.0 OFFICE FIB - FLUORESCENT INDIRECT ..4i. 168.0 3696,0 OFFICE Fle- INCANDESCENT TRACK. _ „P i r4V .: 2 600.0 1200.0 Total Proposed Watts 12196.0 Total Proposed Watts may not exceed Total Allowed Watts for In terior Lighting 1 2001 Waarilnotoo State NontealtlenlInl Cnerh, Coo Dlianco Forms Project Description Compliance Option Maximum Allowed Lighting Watta • e (Interior) Location (floor /room no.) 9ASEXENT FIRST FLOOR OrPYCL SPACE OFFICE SPACE [' New Building n Addition E Alteration Refer to WSEC Section 1513 for controls and commissioning requirements. C) Prescriptive (. Lighting Power Allowance Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Occupancy Description "' From Table 15.1 (over) - document all exceptions on form LTG -LPA Maximum Allowed Lightin Wattage (Exterior) J Plans Included FILE COPY t L fGI U NM Ravfend JLnc. w402 • KIM Allowed Watts per ft' Area in ft' 1.20 1.20 6665.0 5138.0 Total Allowed Watts Allowed x Area 7998.0 6165,6 Notes: 1. Use manufacturer's listed maximum input wattage. For hard -wlred ba lasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless lass than 5 watts per fixture. Proposed Lighting Wattage (Interib )st all fixtures. For exempt lighting, not exception and leave Watts/Fixture blank. 14163.6 X03 s-Mb b y r.r"w.....„.. ..» , .,.;+ r..s�a >.r.a•¢..'I";�y .,:s W!}GS�S°E 1.�t • Location Fixture Description Number of Fixtures Watts/ Fixture Watt Proposed ExTZRTOR Fe -INCUR CENT PF.MCAHT 2 120.0 240.0 £XTPRIOR 1 17LUDREacENT aCONCB 8 26.0 208.0 =MINA P2a -M TAL HALIDE SCONCE S 50.0 250.0 PARRINg 715, P16, & P19 - METAL }UWIAE 4 400.0 1600.0 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 229 a . 0 Outdoor Areas •••••••• Bldg. (by facade) Bldg (by perlm) 200'. Jshington State Nonresidential Energy Code Con,,.,ence Form 0.2 W /ft 0.25 Wm 7.5 Wllf BUILDING PBRINCTSE x.10 0 2550.{ Note: for building exterior, choose either the facade area or the perimeter method, but not bcth) Total Allowed Watts 10476 .' Use mtgr listed maximum Input wattage. For tlxtures with hard -wire • : _ •n y , Proposed Lighting Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. Use LPA l (W /sfi 2.3 1. 0 • • Police and fire stations' LPA` (w /sf) 1.5 Painting welding carpentry, machine shops t Barber shops. beauty shops 2,0 Atria atriums) 1.0 , Hotel banquet'conference/exhibition hall''' 2,0 Assembly spaces , auditoriums, gymnasie, heaters 1.0 Laboratories • 2.0 Group R -1 common areas 1.0 Aircraft repair iLey firs 1,5 Premiss plants Cefeterias,�fast food establishments 1.5 . Restaurants /bars 1.0 Factories, workshops, handling areas 1,5 Locker and /or shower facilities 0.8 Gas stations, auto repair shop 1,5 Wsrehouses storage areas 0.5 institutions 1.5 ' Aircraft storage hangars 0.4 Libraries 1,5 F- Retail 1 ° , retail banking 1,5 Nursing homes and hotel /motel guest rooms 1.5 Parking garages See Section 1532 Wholesale stores (pallet rack shelving) 1,5 concourses 1.4 Plans Submitted for Common Areas Only ,Mall Schools buildings (Group E occupancy only), School classrooms, day care centers -' 1,35 Main floor building lobbies' (except mall concourses) 1,2 Laundries 1.3 Common areas, corridors, toilet faoilities and washrooms. elevator lobbies 0,6 Office buildings. officeiadministrativve areas In facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, 5, churches) 1.2 _ 2001 Wdulingion State Nonreslaentioi Ene'd' Gone Compl!anee Forma Prescriptive Spaces Qualification Checklist Note: If occupancy typu is "0lher" and fixture answer is cneckeu, the number of fixturus in the space is not limited by Code, Clearly Indlculs those spaces on plans. It not qualified, do LPA Calculations. 200 ' 'lashington State Nonresidential Energy Code Cc Occupancy: Lighting Fixtures: TABLE 15.1 Unit Lighting Power Allowance LPA lance Form Q Warehouses, storage areas or aircraft storage hangers *Other Remec ..t.nr 20C: • I<JM L Check here if at least 95% of fixtures in the space meet all four criteria: 1, Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T -1, T -2, T -4, T -5, T -S, T. 3, Lamps are 5 -50 Watts, and 4, Ballasts are electronic ballasts 5, Exit lights c 5 watts /fixture 6. Screw -in compact fluorescent fixtures do not qualify Footnotes for Table 15.1 1) In oases in which a general use and a specific use are fisted, the specific use shall apply, in cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be Increased. by two percent per foot cf ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes, 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) includes pump area under canopy. 7) In cases in which a lighting plan is submitted for only a portion of a floor. a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8) For the fire engine room, the Unit Lighting Power Allowance is 1,0 watts per square foot. 9) For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.13 watts per square foot. 10) Oisplay window Illumination installed within 2 feet of the window, lighting for free- standing cisplay where the lighting moves with the display, and building showcase illumination where the lighting is enclosed within the showcase are exempt An additional 1.5 wilt' of merchandise display luminaires are exempt provided that they comply with all three of the following; a) located on ceiling mounted track or directly on or recessed into the ceiling itself not an the wall), b) adjustable In both the horizontal and venical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with tungsten halogen, fluorescent, or high Intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, Indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the Coo: area not covered by racks, lilrC�dr`.,Lt Heating Equip. , 1D Lquiprnent Schedule Brand Nonn S,e,)4,• S kt.Ck VIA t. E , —mow Model No! cqly Qtuni Total CFM OSA dm or Econo7 • Input kWh Output Btuh a: n Locallan Fan E 9uiement Schedule $ ,S ' On. 1. !' Evub. ID Brarut Name Model No CM Sp' 11P/BHP Flcnv Centrof_ � LQcetbi of Service I ~ Equipment Schedules The fdNowing lnfermdllon b: reQutrcd lb be MtiotpoMterl wan the mar#nanloai equtprnent sc*i 6utee on the plans. For projects without Oar". MI to tha Wafted IllfonlwllOrl DbWw, Cooling Equipment Schedule *5 � ", — ._.,. EWtp, ID IIIIIIIIIIIIIIIIIIIII M ' B lh Tdal CFM OFM or Econa? SEER Of EER 'POP Locallan • Cmrar TUuwILA Mechanical Summary cH-sth Mai i W.0.1.0..ht..be H•x:fra4enl:e1 Envy Cod* ConwYve Fan. Puled Info ype and fsaturex. 0 includes Plans (Compliance Option Proled Addreas llosto Applicant Addrese' 11 r11t (1Q.r /wt. `/ Project Description S era. Si S Gw4. 7 1 9 ti r C t- Briefly describe machaniaat mien W 14.6 few T to- x -b 46,41/...r. • o\Wet Po& $)+ 1.04 IC,GdN0levti ,� � .� ,�. wuctiTi - t.)4 )AtL Include documentA0orr r with commfsalonI g reavlrernorrts, Section 14113, Halo c Building Division Ju,*r.KtA RECEIVED V e � WWII A For Buildlnp Dept. Use AUG 1 1 2 )03 PERMIT CENT 'mple S Q Caarplax SALMI Q Systems Antlysts tBee Decision Flowchart (Ma) far zierflctdion$, Use eeperste MECH •SUM for xitnpio A c n(toX syslefne 4 11 avallatile. 7 As Watt according to Tablo 14.1. 14.2 or 14.3, ' It tequired. t COP. HSPF, Combustion Efficiency. or AFU. pc apptiorble. ° Flow control types: variable air volurne(VAV), constant volume (CV), or variable speed NS). Dig OF ZlO1LL APPRU'iED FILE COPY .� b EC ' - -rst nr! that the Pion Check approvals e rr, 1 0 23 .:'a JA Y :3 .; ;)p rOVal c 1� ii3ii� -i W _ any wo . . 6M?'�1.�'S�M.T0.WM t!+Ci^ t�w.l'.5.. < +:l,�;lti.'!ds wrVJbiulyF�l'.•• N!:'! f�pY :YpRYf•n.4`w,'hNiXkR$N.'Yi3{ .. • CITY OF TUKWILA System Description u Heanapleoolin® r Conetimt vol 5* o ed t� P e ,a eye? p <sa.00a grin Sae Saaion 1121 for desoription or Ce,efln9 OnIY Q Bpat system? Scoaorriror indudod`i Or 1900 ?AY? Of Simple systien If Wigan only, D (5000 Om7 x outside _ WO WOITTr Decision Flowchart Use this flowthart to determine If poled for Simple System Option. H not, etmer the Complex system or Systems Analysis Options must be used, I . onaplex Systems RsWenee Sec4oni4 21) .,_...�. Building Diviion 1 Retrrenve I Seabed 1430) Rater to MECH -COMP Mothan c l Complex Systems for a ststance In determining whIcA Complex Systems requirements we sp$cable to this project. CITY OF TUKWILA ' y ' ` Ruildinl Division -Mechanical Coi lex S stern8 .1 Y X _ ;: , :l r f net ~Mason ilea rionrecoansai Ener,7y Coat ce'Tatorta rams ArRD 7•71 . r;.tr t Pielect Melrose ......^..... . .. {hate The folk wing addleoneI Information is necekwuy to check a mechanical perm( application for a complex mera,anl system for oompMvgve with the mechanical requirements In the Washington: state Noruesldender Energy Code. Use the checklist ei e reference for notes added to the nleiitankosi drawings (set (fait MEGH -G-iK chednlist for uddMion.t system requirements), Thep rntormatIOn must be on MO plena lamb Hsi: It the official record or the permit. Hardtop mis Information In separate specifi*tions alone Is NOT an eccepteekt alternative, It Building Department Use Appttoebllhy Lade , no. n.a.) Sogdian Component Inkemetion Required _ Location !Witting Deoattment I co Liens Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY .- 1431.1 Field Morn, s E. provide ealpdsG9its • 1432,1 Setback & phut -alt Indicate separate mtruns or show Isolation devices an Oar* indicate sutomaitia mud 1432.2.1 Ax tlyirtern rckst 1422.2 .2 41y0r. system reset Indicate eutamseo reset 1433 Economizers Indicate etanomtaa t on equipment schedule or provide calsulatIOn$ to Justify exemption 1434 3 de air ,, Indicate se. e t: ' • on • tins IIM 1A3b 143E alma htg. g clg. indicate MEd simultaneous heating and tooling is pronielled, WINS USG of excaption is Juetared Heat rt'ctovBlY Ii diCat0 hest rconvery oh plans; complete and attach heat recovery catutetions -- , 1437 Etc, motor eflta. MECH -M07 or -. alp_ Schedule we) hp, • m, efficiency 1438 Variable flow eye. IndlCate variable OM on fall end pump schedules 1439.1 Kttrliien moos that:ate uncoated and unheated makeup ate 1 439.2 Fume Hoods tndlt t1a VAV, unheated/uncoated or heat roc. makeup ' no is rcffe� p DRY auestiati. provide explanation: Decision Flowchart • section 14322 Hot Water Guppy peel Tereparatuhe Reset Rewired Yes- Use this n& #Ctlart to determine Mettle re4Uueftents ol the Complex Systems Option apply to t proJoa. Rater to the Indicated Code sections for more complete InTprrpatktlt on the requirements section 1431.1 Cekvtetibrm 04'ratnt Qrr5lte Energy Input 4 Mewl Re4u!rer41 Seiikhn 14322 SutiptyAv Reset Cantn:1c Wquund `s>{+,i•.�t CITY OF TVKWIIA ,Mechanical - Complex Loot W,.„0, Yn atW NtmetQ•n Cree €is•RY' Coda taro One• Forms June 200 • 14 YOe Baia 14I1A Mw1 w •Heat Pimp TO on.an 1410 Yas (Mamas mas Haag RwormRaMaO U - 14tZi klotlyeltie tal Carta en Conlffils pat1u0t1 Bulidin Division WOOD 14)7 Malan NWtAbot E0t4toc/•a to taw. 116.4 'El Motors woI WasMnp. ;140 rrpnrgs• . Sid emrgr 4pde 4cwrplbnar vmz :4• 2001 •IURd protect Addres8 ..Y. r..,., (1 q Con Complete the followMg for ail design A & 8 s uirret D Ig q cage. T.irame Induction pemtenenuy wired polypha motors horn 1 lip to 200 hp having synchronous speeds of 3800, te00 or 1200 rpm (pn1Cx, ono of iho exceptions betaw aippnba). � AU- on.s AAA 1 P' t ,� .s . V A.G. For Building Department Use Motor No. or Location HP Type (opnnitloRed) • Description of Appilattla tl or titre Synch. Speed Min.Nom. Full load Ethylene mum ... _____, ... _ r .. INE -, m. . Minimum Nominal tuil -Load Efficienc O.. Mtto3 Cased Verten trcaptians: 1. Motors In systems designedto use more man one speed Of :r rnulti•speed motor, 2. Motors already Included in the efficiency requirements for KVA° equipment (Tables 1x3-1 or 14.2) , 3. Motors that ere en integral pert (i.e. not ass! removed and replaced of apedeuzed pit/Peaks equipment (I e. equipment which requtns a special motor. such at an sxplosion•proof motor). 4. Motors Integral to a Hated piece of etiuitmler for *filch no quai1ying motor hea been approved (i.a. if the only U.l, listing for the equipment is with a less-efficient motor and there is no snug) efficient motor option). For motors claming an exception, fist molar and note which exception appitos. SyncteenOu$ • . ed RP 3 1.800 1,200 3,600 1,400 1,205 HP �'' tide y4 1.13 80,0 75.5 825 800 1.5 625 84.0 84.0 82.5 84.0 8S5 2.0 84.0 84.0 8B 0 84.0 840 Bfi5 3.0 84,0 88.5 88.5 , 87.5 57,6 GO 7,5 05;6 87.5 . 87.5 87 :5 ' B7.S 87.5 68.5 88.8 585 89.6 648 09.6 10 88.5 8a5 90.2 69.5 t 5 15 09.5 91.0 902 902 91A 802 20 ,90.? 91.0 91.0 902 411.0 90.2 25 91.0 91.7 91.7 91.0 0 .4 91.7 aft 40 91 :0 fl1.7 92.4 630 92_4 no 91.0 [31.7 924 93.0 _ __ 91.7 830 50 52.4 93b 53.0 824 93.0 9dt.0 80 93,0 93,0 910 83.0 93.6 93.5 76 93.0 94,1 930 94.1 no 100 93.0 94.1 94.1 93.5 94.5 94.1 12t5 93.6 94.5 941 94.6 94.1 IIIIIIEIOMIII 95.0 114.5 • • 960 96.0 200 MM. 95.0 94.5 95.0 95.0._.. 950 Bulldtng Division ApplitObliity Guth, { ea, no. n.a. Section �Co TMonent Informati0h Requafec Location On Plena Building Department Note HVAC REQUIREMENTS (Sections 1401 1411 E• u • ern • ammo A 1411.4 Pkg. etec. hag.& Clp. Minimum offidency Lift heal pumps on acheduie Equipment schedule with type, rapacity, efficiency . .. iletla rm 1411.1 IIIIIIIIIIIIII 1412 1412 :1 HVAC crmboll Tenfparatura moss Indioete taxation on piano y cs 14121 Deadband centre( indicate 5 degree deadband Minimum M 5 I A 1412.1 ${urni ity control Indicate hwntdtslat . L 1412.4 lirailliala 1412.4.2 Automatic setback indicates therniO$tAt with night u nlock clod 7 dirt day types M ' niarC S*— tnditate denim txatlon and automatic controls M5.1 Optimvrn Start • hfdicete oplimum Man controta * 14125 Hams pump control Indicate miaopfoceeaoc on thernme t schedule .,.., iZ 1412.0 Dv Uon hug. indioata rnodufaling or staged control M i .' 1912.7 Batartcinp Indicate balarglog factures on plats Ot 0.1 1./i 1422 Thesmo*tert Interiot k 1ndiSate the m: at Intal»Gk on giro �f 4 . ECo.i enizer9 Equipment schedule ... •• i Nr economizers 1f, ; Operation indicate 100% capability onschedule _ [K•l 1413,2 Control Indicate controls able to evaluate oulaids ear AA 5, i i 14132 integrated operation indicate Dnpab1Mty for outlet avti19 UM 1414 Duc na interne . . _ .. 6,0 Duct sealing indicate sealing na; esaary St„te, • - OA, CI- { 1414.2 if, 1415.1 Oust Insulation Indicate R - value of insetetlon on duct • @ t e • O I Piping insulation indicate Rwakto of In.;ulatiep on piping e 0 4 1 1416 Completion Requirements 1418.182 brewing& & Manual's' Indicate raq zkenwnt fvr recOrd drawings end operation dots. , • GG. EM IR 1416.3.2 NM 1410.4 1424 Alr Ealancing lndleale air system balance require:menls Fp ,�,4 wi i D .I Hydrmnk aalancinp Indicate twdron system tan balance requirements ‘ co. (.r Commis.toeing indicate requirements for cormttlabning tad prolim. argon Indtcete separata &Alen%oil miens 0 • .4 Separate air sya. Meth. Sum. Form Completed and atta dwd. Equipment schedule with tyros, lnputfoutpuL efficiency, dm, hp, aronOnYier SE • CE WATER HEATING AND HEATED POOLS (Sections 144¢1454) ' 1440 Service water hip. . -. _ _ -_ ,.- - - I j Or 1441 Elec. water hooter indicate li -10 insulation under tank A. 1442 Shw•off controls indicate ouDomotic Masi( ..- 1d43 Pipe Insulation indicate R -value of insulation on piping SL�(r ._. _ ., �... a 1453 ►. s 1454 Pool heater connote indicate switch rmei 05 aegreb cattrol i -•- • -- -- _ Pool covets indicate vapor retardant eovar ,• , 1454 Pods 80+ degrees Indicate R.12 pool COVar r • C QY OFNICWItA :Mechanical Permit cklist ?.Ufi11lf �arPt 34i. MorvfieenNe 8E+ l ene5 Celi Ca nc - i,F.i"a —. aine2001•Kno Frgact — Address 12.05 �I!r" - .____..__.d_. .._ . �. The felktwing intonation is (*emery to check o mischdntral permit aupMoat on for compliance vdih the mooheekal requirements In the Wsehtnptotl stow Nonreatdb ittel Snaggy Coda no rIS Cicirc ® To r any closet on, provide axp Building Division l�.' w, rC5tt, Mw' f7J. N.1, M}', ra01L! IN %rNf'ASr%1hPZ9EtYi?1�Y GE Cutoff # MDCL SOAZZFC32F Drop Lens # MDRL SOAZZRMS32F HUBBEL Cutoff # RLCD S38032035F0M53 Drop Lens # RLGD S38072035F0M53 DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS D. All wiring, conduit and power connections, new or relocated, shall be underground. E. For a new subdivision, Developer assumes maintenance and power cost until the development is 50% or more occupied. (TMC 11.12.010.c) F. Developer designs to City standards, installs new lighting, and relocates existing lighting along development frontage. G. Provide calculations using ALADAN found under "Roadways" at the General Electric website. 4.3.2 MATERIALS A. New installations shall use cut -off optics. Additions to existing street lighting systems shall match the existing fixtures. B. Luminaires -. Hubbel or General Electric (GE). C. Wattage per RS -24. D. Junction Boxes — per WSDOT /APWA Standards with 48" bond straps between the traffic bearing lid and frame, labeled per Labor and Industries standard. E. Conduit - 2 -inch 1. Most applications - chedule 40 polyvinyl chloride (PVC) with bell ends, unless capped for non -use. 2. Roadway application - schedule 40 polyvinyl chloride (PVC) with bell ends, unless capped for non -use. Circuit conductors - #6 or #8 type USE 2 stranded copper with green #8 THHN stranded copper ground. G. Pole wiring - #10 AWG Rome pole and bracket cable. H. Fuse kits - Homac #SLK -M or SEC #1791 -SF. I. Fuses - FMN -5. J. Putty tape - Scotchmast electrical insulation. K. Electrical tape - 3M Super 33 or better. L. Photocell 35 Doi 24-4 DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS M. Shorting cap 4.3.3 INSTALLATION A. 3 -boxes - Install so the top of the box is at grade and positioned so that all conduits are 4 inches from the inside walls. Fill with clean drainage gravel, leaving at least 6 inches of free space between the conduit and the top of the box. B. Wire splice 1. Two -wire splices - Crimp the butt splice with 4 -inch minimum length of thick - walled shrink tube. 2. Three or more wire splices — Use split bolt and cover with one wrap of electrical tape, followed by one wrap of Scotchmast electrical insulation putty tape and two wraps of 3M Super 33 or better electrical tape. C. Install one photocell per lighting . system and shorting caps on remaining luminaires. 4.4 TRAFFIC SIGNALS 4.4.1 GENERAL A. A licensed engineer experienced in traffic signal design shall prepare all traffic signal design and modifications. The Director shall approve all traffic signal system equipment. B. When a proposed street or driveway design will interfere with existing traffic signal facilities, the developer shall modify or relocate the signal. (TMC 11.12.160) 4.4.2 MATERIALS A. Signal heads — Signal heads shall be painted yellow. The faces of the back plates and the inside of the tunnel risers shall be painted flat black. 1. Pedestrian Signal heads - ICC, Model # 4092 LED with Z crate visors, Type E (clamshell) mounting. 2. Bimodal signal heads - Dialight with a 12 -inch LED display capable of alternately displaying a yellow and green arrow. 3. Red and Green signals - DuraLED 12 -inch display. B. Signal poles - Valmont or Ameron. All poles shall have an aluminum terminal cabinet. C. Preemption device 1. Discriminator - Series 700 with 3M #138 detector cable. 2. Preemption detectors - 3M Opticom Model 700 Series. 4.4.3 INSTALLATION Install detector cable from preemption detector to controller with no splices. 36 A B C D E F G H 30' B' 8' 6' .188' 2T2' 11.25' 11• TO 12' 10' 8' 6' .188' 27'2' 11.25' 11' TO 12' 12' 8' 6' .188' 27'2' 11.25' 11' TO 12' 15' 8' 6' .168' 27'2' 1125' 11' TO 12' 40' 8' 8' 6' .250' 3T2' 11.25' 11' TO 12' 10' 8' 6' .250' 37'2' ' 11.25' 11' TO 12' 12' 8' 6' 250 37'2' 11.25' 11' TO 12' 15' 8' 6' .250' 37'2' 11.25' 11' TO 12' ■ 13" PH OELECTRIC CON ROL RECPT. LEVELING PAD NOTES: ANCHOR BOLT LAYOUT 35 -1/2" POLE WALL -- 14" BOLT CIRCLE (H) 1 1/4" DIA BOLT HOLES 2 %6" SQUARE BASE 12 "'-r MIN. DISTANCE REQ'D TO REMOVE POWER DOOR 5.3/B" ADJUSTABLE FOR 1 -1/4" THRU 2" PIPE LUMINAIRE DETAIL REINFORCING FRAME 1/2" - 13NC TAPPED GROUNDING HOLE SECTION THRU HANDHOLE 1. BRACKETS SUPPLIED WITH 2" N.P.S. SLIPFITTER. SPECIFY MOD. 140 FOR 1.25" N.P.S. SLIPFITTER. 2. TWIN BRACKETS ARE LOCATED 180 O.C. 3. 10" BASE DIA. POLES REQUIRE 1" -8NC * 48" LONG ANCHOR BOLTS WITH A 3 -1/4" PROJECTION. 4. INSTALL STREET LIGHTS BEHIND SIDEWALK. 5. INSTALL JUNCTION BOX 6" INTO SIDEWALK. 6. SEE RS -22 AND RS -26. 7. SECURE ANCHOR BOLTS INPLACE BEFORE POURING CONCRETE. city of Tukwila POLE CAP ALLOY 43 WITH STAINLESS STEEL SCREWS 17.1/4' -- r n D(O.D.) 1' -6" 3/4" CHAMFER 20" 444 HOOPS © 1' -0' CTR'S 3' MIN. r 5' MIN. B ALUMINUM ALLOY & STAINLESS STEEL HARDWARE TRUSS ARM APPROVAL: B. SHELTON k "" - - CURB LINE A TO TJP OF FOUN 3ATION HAND HOLE (4 "'6" NOMINAL) NON -FLUSH TYPE, COMPLETE WITH REINFORCING FRAME ALLOY 356 -T6. COVER AND 5.5 HEX. HO. STAINLESS STEEL SCREWS. -C (0.0.) BASE FLANGE ALLOY 356 -T6 W/ BOLT COVERS AND STAINLESS STEEL SCREWS G (S.Q.) - TYPICAL LUMINAIRE POLE DETAIL (4) 1" -8NC STEEL ANCHOR BOLTS ASTM A576, A151 GRADE 1021.1046 50,000 PSI =MIN. YIELD MEAN DIA. OF ROD STOCK 0.908 t 011 ", OUT OF ROUND TOLERANCE 30.012 ", ROLLED OR CUT THREADS PER A307, CLASS 2A, TOP 10" GALV. STL. LOCK WAHERS & (4) 1" GALV, STL. FLATWASHERS. GALV. STL. CONDUIT (PER PLAN) r 2 -3/4" (THREADED) 3' 4'-6" 847 BARS EVENLY SPACED (2'- 6 ")X(2' -6 ") SQ. OR 3' DIA. CLASS 3000 CONCRETE. FOUNDATION DETAIL NOT TO SCALE STREET LIGHT POLE 30' & 40' MOUNTING HEIGHT SHEET: RS -20 REVISION #1: 08.03 ♦ z _. e�i N14' F# �S�, i, �i' lJ' t' �} �,; �SH�' CC' w�F..:, rfaf+ �+:... til+. �': �..' tr91 'Y'•....,,.,tM.`�1,.:1:Y:��1 ��, �: I`, �,' 3�i`'' �t!, S1�,f!' �" P? r''.,.• �S`+ 5£; 419M.+ u.. rrx:+ Y,. r��, i,,., .. v.:., r...,,: i��. �, r�Yn.. v,. ��`. s, �„ r, �, 7'! r, '�wr,nFSi "r+rcr�4'F�b�+if�tll+� ■ 120/240 VAC, 1 0, 3 WIRE METER BASE MAIN CONTROL WIRING SCHEMATIC (REMOTE) PHOTO ELECTRIC CELL TEST SWITCH GROUND FAULT RECEPT. 0 0 a „m 0 0 1:11:1 s" 1 -- 1 — 100/2 MAIN 1 — 15/2 ILLUMINATION BRANCH 1 — 30/1 SIGNAL BRANCH 1 — 15/1 CONTROL CKT BRANCH 1 — 20/1 GFR BRANCH 21" O O O PLAN VIEW OF BASE 48" 24" 3. CONTACTOR: LIGHTING RATED, 30 AMP, 2 POLE, 120 VAC COIL, 1 REQUIRED 4. DUPLEX RECEPTACLE, 120 VAC, GFI 5. PHOTO —CELL BYPASS SWITCH, SPST, 15 AMP, 277 VAC 6. TERMINAL BLOCK TO REMOTE PHOTO ELECTRIC CELL 24" r-- r u 1 7— =-7 2 —L 2 12" SERVICE WIREWAY -- 2" DEADFRONT NOTES: COMPONENT SCHEDULE 1. METERBASE: 100 AMP, 4 JAW, AW #121314, (WITH BYPASS BLOCKS) (CONTRACTOR TO VERIFY WITH SERVING UTILITY) 2. PANELBOARD: 120/240 VAC, 100 AMP, 1 PHASE, 3 WIRE, COPPER BUS WESTINGHOUSE BAB BOLT —ON BREAKERS: CABINET: NEMA 3R, PADMOUNT, 1/8" ALUMINUM CONSTRUCTION REMOVABLE EQUIPMENT MOUNTING PAN, HINGED DEADFRONT 2 SCREENED AND GASKETED VENTS DOORS: HEAVY DUTY CONCEALED HINGES (LIFT -OFF TYPE) STAINLESS STEEL VAULT HANDLES PADLOCKABLE METER DOOR W /POLISHED WIRE GLASS WINDOW BEST CX LOCK W /BLUE CONSTRUCTION CORE ON DISTRIBUTION DOOR CLOSED CELL NEOPRENE GASKET, CARD HOLDER FINISH: BARE ALUMINUM OUTSIDE, WHITE POLYESTER POWDER COAT INSIDE NOT TO SCALE City of Tukwila SERVICE CABINET SHEET: RS -22 REVISION #1: 08.03 APPROVAL: B. SHELTON co rn i r'�'• ro el I TYPE OF ROADWAY STREET WIDTH LAMP WATTAGE AVERAGE MAINTAINED FOOTCANDLE REQUIRED UNIFORMITY RATIO LUMINAIRE MOUNTING HEIGHT LIGHT DISTRIBUTION PATTERN MAJOR ARTERIAL OVER 44' 400 1.5 3 TO 1 40' M -C -III MAJOR ARTERIAL 44' 400 1.5 3 TO 1 35' M -C -III COMMERCIAUINDUST. 44' 250 0.8 3 TO 1 35' M -C -III RESIDENTIAL ART. 44' 150 0.6 4 TO 1 35' M -C -III RESIDENTIAL LOCAL 34' 100 0.4 6 TO 1 30' M -C -III ■ NOTES: 1. LUMINAIRES SHALL BE HIGH PRESSURE SODIUM VAPOR G.E. 2. DEVELOPER PROVIDES LIGHTING DESIGN FOR SUBDIVISION, INDUSTRIAL OR COMMERCIAL DEVELOPMENT FOR CITY APPROVAL. 3. LAYOUT PLAN SHALL BE PROVIDED BY THE DEVELOPER AND APPROVED BY THE CITY ENGINEER. 4. INSTALLATION OF STREET LIGHTS SHALL CONFORM TO WSDOT /APWA STANDARDS. NOT TO SCALE • city of Tukwila STREET LIGHT DESIGN GUIDELINES SHEET: RS -24 REVISION #1: 08.03 APPROVAL: B. SHELTON . 1 ORDERING NUMBER LOGIC XXXX MDCA M -400A with Cute Optics 4 -Bolt Slipfitter MDCL- M-400A with Cute Optics 2 -Bolt Slipfitter XX 10 = 100 15= 150 (55V) 17 = 175 20 - 200 24 = 2501400 25 - 250 31 - 310 40 = 400 NOTE: Dual wattage connected for lower wattage only S - HPS M -MH C - Merc Standard: Lamp not included. M -400A POWR /DOOR® LUMINAIRE WITH CUTOFF OPTICS • •*ttrr� r eryW' • ►l MDCA' ,40 ' ;.S ' • FIODUCT WATTAGE ; LIGHT Oil _ VOLTAGE . BALLAST F_... . OPTIONS X 60Hz 0 = 12012081 240/277 Multi - volt 1 =120 2 .208 3 =240 4 .277 5 =480 7 - 120X240 8 = 240V Ballast 120V PE Recep- tacle not recon- nectable D =347 F =120X347 T =220 W. 230 6 -220 R = 230 Y =240 NOT Dual voltage connected for lower voltage X See Ballast Selection Table A = Autoreg C - Merc -Rog H - HPF Reactor or Lag M= Mag -rog N - NPF Reactor or Lag P - CWI with Grounded Socket Shell APPLICATIONS • For street, highway and parking lot lighting SPECIFICATION FEATURES • Powr /Module ballast assembly • Filtered optics • Universal two or four -bolt slipfitter • Standardized reflector • "Dead back" tunnel type, FRP terminal board •2 in. pipe mounting only with MDCA • Die -cast aluminum housing with electrocoat gray paint finish •Adjustable mogul base socket (house side) — E39 standard y y PE. FUNCTION; GNITOR }LENSTYPE ' X X X 1 -None 1= Non A - Acrylic Clear 2 =PE Plug -inl Globe 1250 watt Receptacle None Maximum) 2= Plug -in F - Flat Glass NOTE: base G = Shallow Glass Receptacle and Globe connected Ignitor L - Polycarbonate same voltage Clear Globe (250 as unit except watt Maximum) as noted. Order PE Control separately. „'P:HOTbMETRIC S LECTIO ' A CLEAR REFRACTORS All light sources are clear. IES Distribution Type Photometric Curve Number 35- 45xxxx Light Source HPS HPS Flat Glass MC2* 0386 1001 MC3* 0387 1002 SAG Glass Globe MC1 N/A N/A SC2 N/A 0101 SC3 N/A 0102 MC2 0547 1003 MC3 0546 1004 Wattage 150 (55V) 200 -400 175 & 250 MH 400'G' MH 400 'G' Merc 400(Coated) Merc 0343 0342 N/A N/A N/A N/A N/A N/A N/A 0281 N/A N/A NOTE: N/A = Not Available C/F = Contact Factory *Meets RP8 - 2000 for full cutoff * *250 watts maximum N/A N/A 0282 N/A N/A N/A C/F 0544 0280 0375 N/A 0545 N/A 0376 N/A GE Lighting Systems, Inc. Polycarbonate • C/F 1045 ** C/F N/A N/A N/A •ALGLAS*' finish on reflector • No -tool PE receptacle • Plug -in ignitor available • External paddle type stainless steel bail latch • ® /. 0 listed unit available — See Options • Standard optical construction is IP55 •True 90° cutoff—no light above 90° (meets RP8 -2000 for full cutoff) with flat glass 't MC 1.1_:•; ; j; ; HifliJTION'FILTER XXX See Photometric Selection Table S = Short M - Medium C = Cutoff 1 = Type l 2 =Typell 3 Typo III X 1 - Fiber gasket 2 = Charcoal with olastomor gasket XXX F - Fusing (Not available with multivolt or dual voltage) J - Lino Surge Protector, Expulsion Type N = Meets ANSI C136.31 reyuirments for Bridge and Underpass Vibration U - UL Listed Glass Lens and (60Hz only) Catalog Number Wattage Light Source Voltage (60 Hz) Ballast Type Refractor Type Photometric Distribution MDCA25S0A22FMC21 MDCA40S0A22FMC31 250 400 HPS HPS Multivolt Multivolt Auto - Regulator Auto- Rsulator Glass Glass MC2 MC3 FIXTURE DIMENSIONS (211mm) 175 250 400 8.32 In. I QATA 15.12 In. (384mm) •r Approximate Net Weight Effective Projected Area Suggested Mounting Height Wattage 150 (55V) 200 250 250/400 310 400 M -400A POWR /000R® LUMINAIRE WITH CUTOFF OPTICS & 4 BOLT SLIPFITTER 9.04 In. (230mm) 33 -391bs 1.1 sq. ft. max 30-50 ff. 400 Merc C C,N NOTE: N/A = Not Available *Not available in 120X347 volt C/F = Contact factory CIF 31.81 in. (808mm) ADJUSTABLE FOR 1 -114 In. TO 21n. PIPE (1.660 In. 142mm1 to 2.375 in.160mml O.D.1 .4111 1111111 12.25 In. R (311mm R) 18.75 In. R (476mm R) 31.81 In. Ballast Type/Voltage (808mm) 15-19 kgs .01 sq. M max 9-15 M C,I;,N REFERENCES See Page R -44 for start of Accessories. See Page R -48 for Explanation of Options and Other Terms Used. See Pole and Bracket Section Page P -2 for pole selection. 15.12 In. / 10.75 in. (273mm) SAG GLASS f GLOBE 8.32 in, (211mm) C,H,N 15.12 in. (384mm) BALLAST SELECTION TABLE Light Multi - Source volt 120 HPS H,N G,H,M,N HPS A,M,P A,G,H,M,N,P HPS A,M,P A,G,H,M,N,P HPS A A HPS A,M A,G,M HPS A,M A,G,M MH A A MH A A MH A A,P 60Hz 50Hz 208 G,M A,G,H,M,N,P A,G,H,M,N,P A A,G,H,M,N A,G,H,M,N A A A,P 240 G,M A,G,H,M,N,P A,G,H,M,N,P A A,G,H,M,N A,G,H,M,N A A A,P 277 G,M A,G,M,P A,G,M,P A A,G,M A,G,M A A A,P 480 Gm A,G,M,P A,G,M,P A A,G,M A,G,M A A A,P 120X 240 G,H,M,N A,G,M,P A,G,M,P N/A A,G,M A,G,M A A A,P 347, 120X347 G•,H,M•,N N/A A,M,P N/A N/A A,G,M A A A,P 240/120 PE R G,M A,G,H,M,N A,G,H,M,N N/A A,G,H,M,N A,G,H,M,N A A A 220 N/A N/A A,H N/A N/A HA,N N/A A A 230 N/A H H N/A H H N/A N/A N/A 220 N/A N/A A,H,M,N N/A N/A A,H,M,N N/A N/A N/A 230 N/A N/A H N/A N/A N/A N/A N/A N/A C C *DCA = SUGGESTED CATALOG ORDERING NUMBERS All GE suggested catalog ordering numbers come with PE receptacle. PE control must be ordered separately. Order and install SCCL -PECTL if no PE is desired. Multivolt ballasts can be for either 120, 208, 240, or 277 volt incoming power supply. GE Lighting Systems, Inc. 8.32 In. (211mm) N/A A,C,H,N N/A N/A CIF N/A 240 N/A N/A M N/A N/A A,H,M N/A N/A A H o O a a a • r— I Z 2 O UO f'0 W F— N LL W O Q � LL Q 2 F ._ W z = 1` O z I- 0 O- 0 I— wW H r — u w z = 0 z C: \GE Lighting Systems\Aladan +Plus \Roadway\Newton.srp Bricklayers Union Bldg Summary for Layout # 1 Newton Architects Results Pole Spacing: 150.00 ft. Total Luminaires Required: 6 Total Poles Required: 6 Total Cost: $0.00 Roadway Lighting Standard: IESNA RP -8 Horizontal Illuminance Average: 1.06 fc Minimum: 0.38 fc Maximum: 2.29 fc Max/Min: 6.05 Ave /Min: 2.80 Roadway Luminance Average: Minimum: Maximum: Max/Min: Ave/Min: Veiling Luminance Ratio: Average: Minimum: Maximum: Max/Min: Ave/Min: Visibility Level Average: Minimum: Maximum: 0.80 cd /sq. M 0.45 cd /sq. M 1.24 cd /sq. M 2.76 1.79 0.04 0.00 0.17 3.12 2.90 3.34 Roadway Characteristics Traffic Flow: Lane Width: Right Side Lanes: Left Side Lanes: Median Width: Roadway Length: Pavement Classification: Two -Way 15.00 ft. 1 1 0.00 ft. 750.00 ft. R3 Plan View >5o ft. Calculated light levels we based on specific Information that has been supplied to GE Lighting Systems. Any differences In luminaire Installation, lighted area geometry and obstructions In the lighted area may produce different results from the predicted values. Normal tolerances of voltage, lamp output, and ballast and luminaire manufacturer will affect results. was dpi C: \GE Lighting SystemMladan +Plus \RoadwayWewton.srp Bricklayers Union Bldg Summary for Layout # 1 Newton Architects Pole Characteristics Pole Properties: Mounting Height: 30.00 It. Setback: 3.50 ft. Arm Length: 10.00 ft. Pole Cost: $0.00 Arm Cost: $0.00 Lamp Properties Lamps Per Luminaire: 1 Lamp Lumens: 22000 Description: LU400 Luminaire Properties Total Light Loss Factor (w/ till): 0.62 Efficiency: 0.763 Wattage: 400.00 Tilt: 0.00' Cost: $0.00 Curve: 451002 Distribution: Medium,Type III,Cutoff Luminaire Description: GELS "M -400 CUTOFF" M'CL40S " "FMC3' Calculated light Levels are based on specific Information Ural has been supplied to GE Lighting Systems. Any differences to luminaire Installation, lighted area geometry and obstructions In the lighted area may produce different results from the predicted values. Normal tolerances of voltage, lamp output, and ballast and luminaire manufacturer will affect results. j GEOTECH CONSULTANTS, INC. 13256 N.E. 20th St. (Northup Way), Suite 16 Bellevue, WA 98005 (206) 747-5618 FAX 747-8561 ST Corporation 1200 South 192nd Street, Suite 300 Seattle, Washington 98148 Marc R. McGinnis, P.E. Associate Attention: William Van Geelkerken Subject: Geotechnical Engineering Study Proposed Office Building 15208 - 52nd Avenue South Tukwila, Washington Dear Mr. Van Geelkerken: We are pleased to present this geotechnical engineering report for the office building to be constructed at 15208 - 52nd Avenue South in Tukwila. The scope of our work consisted of exploring site surface and subsurface conditions and then developing this report to provide design criteria for foundations, retaining walls, and pavements and recommendations for general earthwork. You authorized our work by accepting our proposal, P -3637, dated July 19, 1995. The subsurface conditions of the proposed building site were explored with seven test pits and one boring that generally encountered loose to medium - dense, native sands and silts beneath 1 to 3 feet of topsoil and fill. The native soils are suitable to support relatively conventional footings. The footing excavations encountering the native sands will need to be wetted and compacted with a hoe -pack prior to placing forms. Where the native silts are exposed in the foundation excavations, the subgrade should be protected with a layer of crushed rock. Some groundwater seepage could be encountered in the deeper excavations for the lower floor, particularly during the wet season. This would require some dewatering of the excavations. The attached report contains a discussion of the study and our recommendations. Please contact us if there are any questions regarding this report, or if we can be of further assistance during the design and construction phases of this project. Respectfully submitted, GEOTECH CONSULTANTS, INC. F 0030 August 10, 1995 JN 95267 RECEIVED CITY OF TUKWILA S E P if 1998 PERMIT CENTER 'P03 - Z4( „ GEOTECHNICAL ENGINEERING STUDY Proposed Office Building 15208 - 52nd Avenue South Tukwila, Washington .1- w This report presents the findings and recommendations of our geotechnical engineering 6 study for the site of the proposed office building to be constructed at 15208 - 52nd Avenue o o South in Tukwila. The general location of the site is illustrated on the Vicinity Map, Plate 1. w LIJ We were provided with conceptual plans showing the proposed building footprint and finish w o floor elevations. Rolf Preuss Associates developed these plans. The property dimensions, 2 the existing topography, and the locations of the existing structures on the site were g indicated on the site plan. Based on these plans, we anticipate that the proposed building cn a will consist of two floors over a basement parking garage that will daylight toward the east w and south. The finish floor elevation for the parking garage is to be 70 feet, which will result z in maximum cuts of approximately 18 feet below the existing grade for the foundation z o construction at the garage's northwestern corner. The footings for the first and second floors will step up toward the north and west from the parking garage wall. On -grade paved o parking will be located east and north of the building. A drive ramp will slope up toward o 52nd Avenue South along the southern side of the building for access to the garage and w w eastern parking. 2 o ..z SITE CONDITIONS v - .. z Surface The irregularly shaped site is located between an Interstate 5 right -of -way and 52nd Avenue South. An off -ramp for southbound Interstate 5 abuts the eastern property line. At the time of our field work, the site was developed on its northern half with a residence and a detached garage. With the exception of a gravelled driveway north of the house and a grass yard close to the residence, the remainder of the site was covered with blackberry vines. Shrubs and medium -sized trees were scattered around the property. An abandoned wooden shed was located on the southern portion of the site. The ground surface on the site and in the general vicinity is characterized by gentle slopes dropping toward the southeast. The northern approximately one -third of the property is relatively level. Slopes on the southern portion of the site have inclinations of less than 20 percent. No indications of slope instability, near - surface soil creep, or seepage at the ground surface were observed during our site visits. Development around the site is a mixture of commercial and residential buildings. Office buildings are located immediately to the north, west, and south of the property. Single - family and multifamily housing exists further to the north and northeast of the site. i 011O11 Cl1 CONSULTANTS, INC. CI 'PM • ST Corporation August 10, 1995 JN 95267 Page 2 Subsurface z = • The subsurface conditions were explored by excavating seven test pits and drilling one boring at the approximate locations shown on the Site Exploration Plan, Plate 2. The field 6 v exploration program was based upon the proposed construction and required design o o criteria, the site topography and access, the subsurface conditions revealed during c w excavation, the scope of work outlined in our proposal, and the time and budget constraints. ILI I U) LL. 0 The test pits were excavated on August 1, 1995 with a rubber -tired backhoe. A geotechnical 2 engineer from our staff observed the excavation process, logged the test pits, and obtained 5 representative samples of the soils encountered. "Grab" samples of selected subsurface N soils were collected from the backhoe bucket. The Test Pit Logs are attached to this report w as Plates 3 through 6. z 1— O The single boring was drilled on July 31, 1995, using a truck - mounted, hollow -stem auger w w drill. Samples were taken at 5 -foot intervals with a standard penetration sampler. This split- 0 spoon sampler, which has a 2 -inch outside diameter, is driven into the soil with a 140 -pound O N hammer falling 30 inches. The number of blows required to advance the sampler a given 0 '— w distance is an indication of the soil density or consistency. A geotechnical engineer from 0 our staff observed the drilling process, logged the test borings, and obtained representative u- 0 samples of the soils encountered. The Test Boring Log is attached as Plate 7. w Z = In the explorations, we encountered a 1- to 3 -foot layer of loose, silty sand topsoil and fill z below the surface vegetation. Below this surficial layer, the test pits and boring revealed loose to medium -dense sands with low silt contents. Thin layers of stiff silt were observed in these sands in several of the test pits. In the boring and Test Pit 1, we encountered dense, glacially consolidated sands and silty sands. These dense soils were found at a depth of 11 feet in Test Pit 1 and a depth of about 26 feet in Boring 1. The native sands that underlie the loose topsoil and fill appear to be recessional deposits resulting from streams flowing off glaciers and hillsides after the last glaciation. The silt layers found within the recessional sands resulted from small lakes or ponds that would allow these fine sediments to settle out. The glacially consolidated soils that underlie these recessional deposits slope down toward the east or southeast, based on the results of Test Pit 1 and Boring 1. The final logs represent our interpretations of the field logs and laboratory tests. The stratification lines on the logs represent the approximate boundaries between soil types at the exploration locations. The actual transition between soil types may be gradual, and subsurface conditions can vary between exploration locations. The logs provide specific subsurface information only at the locations tested. If a transition in soil type occurred GrO'l]:CI CQNSULTAN'IS, INC. P� n. +,H.nr V 7,19 �GS?r., '. , frt'�E'�F'; ,4 r G .. n : �L' tS2�,.: 1H K+ XNx Vr. Ym� iwr rsYrc galFtf ocs r ; .»:3.c. ` pa.. ST Corporation August 10, 1995 General JN 95267 Page 3 between samples in the boring, the depth of the transition was interpreted. The relative densities and moisture descriptions indicated on the logs are interpretive descriptions based on the conditions observed during excavation and drilling. w e: 2 The compaction of backfill was not in the scope of our services. Loose soils will therefore o o be found in the area of the test pits. If this presents a problem, the backfill will need to be N 0 removed and replaced with structural fill during construction. J w � Groundwater � Groundwater seepage was observed in Boring 1 at a depth of about 20 feet and in Test Pit 6 = d at a depth of 11 feet. The explorations were left open for only a short time period and were I- _ condu cted during summer months. It should be noted that groundwater levels vary Z ♦- seasonally with rainfall and other factors. We anticipate that groundwater levels could be z o higher during winter and spring months. ? o U O 2 D '- CONCLUSIONS AND RECOMMENDATIONS = v O ..z w UN The subsurface explorations conducted for this study indicate that the site is underlain by H loose to medium -dense sands containing occasional layers of stiff silt. These native soils are suitable to support the proposed building on conventional foundations. Prior to placing concrete, the footing subgrades comprised of native sands will need to be wetted and compacted with a hoe -pack. We recommend accomplishing the footing excavation with a smooth backhoe bucket to limit disturbance. A layer of crushed rock can be laid in footing excavations that encounter silts in order to limit subgrade softening under worker foot traffic. The footings for the upper two floors will be located behind the foundation walls for the floors below them. To prevent the upper footings from surcharging the lower walls, the upper footings must be bottomed below a 1.5:1 (Horizontal:Vertical) imaginary zone extending up from the base of the lower walls. This will likely require lowering the footing elevations for the upper two floors in areas. Grade beams may be required for continuous footings to span the basement backfill. The temporary cuts should be possible without shoring. If excessive groundwater is encountered in the excavations, which is most likely to occur in the deep excavations for the parking garage's northwestern corner, it will be necessary to cut the temporary slopes at a flatter inclination. Additional temporary slope protection and temporary dewatering could be required where significant seepage is encountered. GI O'I13CI1 CONSULTANTS, INC. L i4 l tu�iitU4�Y ' 1YdlSn:7.K;aui t lWlRW:L ike,;; icSiY' MI Kalil ST Corporation August 10, 1995 Conventional Foundations JN 95267 Page 4 The native sand soils should be suitable for structural fill and general wall backfill, if they are placed and compacted during dry weather. Wet weather placement will generally be unfeasible due to the fine- grained nature of the sands. It may not be possible to compact the sands to 95 percent of the maximum density without repeated compaction and moisture conditioning. We have encountered this problem with similar sands on other sites. Geotech Consultants, Inc. should be allowed to review the final development plans to verify that the recommendations presented in this report are adequately addressed in the design. Such a plan review would be additional work beyond the current scope of work for this study, and it may include revisions to our recommendations to accommodate site, develop- ment, and geotechnical constraints that become more evident during the review process. The proposed structure can be supported on conventional continuous and spread footings bearing on undisturbed, native sands, or on structural fill placed above these competent, native soils. The native sands must be compacted prior to placing concrete or structural fill. See the later sub - section entitled General Earthwork and Structural Fill for recom- mendations regarding the placement and compaction of structural fill beneath structures. We recommend that continuous and individual spread footings have minimum widths of 16 and 24 inches, respectively. They should be bottomed at least 12 inches below the lowest adjacent finish ground surface for frost protection. The local building codes should be reviewed to determine if different footing widths or embedment depths are required. The footing subgrade must be cleaned of loose or disturbed soil prior to pouring compacting the subgrade. Depending upon site and equipment constraints, this may require removing the disturbed soil by hand or simply excavating the footings using a smooth bucket on the backhoe. Some overexcavation may be required below the shallower footings to expose competent, native soils. Unless lean concrete is used to fill the overexcavated hole, the overexcavation must be at least as wide at the bottom as the sum of the depth of the overexcavation and the footing width. For example, an overexcavation extending 2 feet below the bottom of a 3- foot -wide footing must be at least 5 feet wide at the base of the excavation. If lean concrete is used, the overexcavation need only extend 6 inches beyond the edges of the footing. An allowable bearing pressure of 3,000 pounds per square foot (psf) is appropriate for footings constructed according to the above recommendations and placed directly on competent, native soils or structural fill. A one -third increase in this design bearing pressure may be used when considering short-term wind or seismic loads. For the above design criteria, it is anticipated that the total post- construction settlement of footings founded on (;IiO FF.C1I CONSULTANTS, INC. r ST Corporation August 10, 1995 Seismic Considerations _Slabs -o : rade CiEO'1ECI I CONSULTANTS, INC. JN 95267 Page 5 competent, native soils, or on structural fill up to 5 feet in thickness, will be about 1 inch, with differential settlements on the order of one -half inch in a distance of 50 feet along a Z continuous footing. 1 z cc w 2 Lateral loads due to wind or seismic forces may be resisted by friction between the founda- 6 v tion and the bearing soils, or by passive earth pressure acting on the vertical, embedded (.) o portions of the foundation. For the latter condition, the foundation must be either poured c a n w directly against relatively level, undisturbed soil, or surrounded by level, structural fill. We - E- recommend the following design values for the foundation's resistance to lateral loading: w o M Parameter Desjga.Value 5 Coefficient of Friction 0.40 L.L. D Passive Earth Pressure 300 pcf w Z Where: z O (1) pcf is pounds per cubic foot. w w (2) Passive earth pressure is computed using the v o equivalent fluid density. 0 N ail— w If the ground in front of the foundation is loose or sloping, the passive earth pressure given v above will not be appropriate. We recommend a safety factor of at least 1.5 for the LL- p foundation's resistance to lateral loading, when using the above design values. (Li Z U = P. T site is located within Seismic Zone 3 as illustrated on Figure No. 23 -2 of the 1991 Uniform Building Code (UBC). In accordance with Table 23 -J of the 1991 UBC, the site soil profile is best represented by Profile Type S2. The native sands below the site have a low potential for liquefaction due to the absence of a near - surface water table. This is confirmed by our review of the geologic map entitled Liquefaction Susceclibi /ity of the Des Moines Quadran 'e (Palmer et al., 1994), which designates the site to have a low liquefaction susceptibility. The building floors may be constructed as slabs -on -grade atop the native sands. The subgrade soils must be in a firm, non - yielding condition at the time of slab construction or underslab fill placement. We recommend compacting the slab subgrade with a vibratory roller prior to placing concrete. Any soft areas encountered should be excavated and replaced with select, imported, structural fill. Z ST Corporation August 10, 1995 that discussed later in Permanent . Foundation and Retaining Walls. In areas where u the passage of moisture through the slab is undesirable, a vapor barrier, such as a 6 -mil c plastic membrane, should be placed beneath the slab. Additionally, sand should be used in v o the fine - grading process to reduce damage to the vapor barrier, to provide uniform support N o under the slab, and to reduce shrinkage cracking by improving the concrete curing process. J W o Permanent Foundation. and Walls 2 �Q Retaining walls backfilled on only one side should be designed to resist the lateral earth 9 d pressures imposed by the soils they retain. The following recommended design parameters = - _ are for walls that restrain level backfill: ? I- 0 z 1- Parameter Design Value g 3 Active Earth Pressure* 35 pcf o N Passive Earth Pressure 300 pcf = W Coefficient of Friction 0.40 �- Soil Unit Weight 130 pcf - O Z Where: H (1) pcf is pounds per cubic foot. z (2) Active and passive earth pressures are computed using the equivalent fluid densities. All slabs-on-grade should be underlain by a capillary break or drainage layer consisting of a minimum 4 -inch thickness of coarse, free - draining, structural fill with a gradation similar to Z * For restrained walls that cannot deflect at least 0.002 times their height, a uniform lateral pressure of 25H psf should be used for the active earth pressure. H is the effective design height of a wall. GIiO'IL'CI I CONSULTANTS, INC. JN 95267 Page 6 The values given above are to be used to design permanent foundation and retaining walls only. The passive pressure given is appropriate for the depth of level, structural fill placed in front of a retaining or foundation wall only. We recommend a safety factor of at least 1.5 for overturning and sliding, when using the above recommended values to design walls. The design values given above do not include the effects of any hydrostatic pressures behind the walls and assume that no surcharge slopes or loads, such as vehicles, will be placed behind the walls. If these conditions exist, those pressures should be added to the above lateral soil pressures. Also, if sloping backfill is desired behind the walls, we will need ST Corporation August 10, 1995 Retaining Wall Backfill JN 95267 Page 7 to be given the wall dimensions and the slope of the backfill in order to provide the appropriate design earth pressures. The surcharge due to traffic loads behind a wall can typically be accounted for by adding a uniform pressure equal to 2 feet multiplied by the above active fluid density. Heavy construction equipment should not be operated behind retaining and foundation walls within a distance equal to the height of a wall, unless the walls are designed for the additional lateral pressures resulting from the, equipment. The compaction of backfill near the walls should be accomplished with hand- operated equipment to prevent the walls from being overloaded by the higher soil forces that occur during compaction. Backfill placed behind retaining or foundation walls should be coarse, free - draining, structural fill containing no organics. This backfill should contain no more than 5 percent silt or clay particles and have no gravel greater than 4 inches in diameter. The percentage of particles passing the No. 4 sieve should be between 25 and 70 percent. If the native sand soils are used as backfill, a drainage composite similar to Miradrain 6000 should be placed against the backfilled retaining walls. The drainage composites should be hydraulically connected to the foundation drain system. Where seepage is encountered in the excavations, the wall backfill should consist entirely of free - draining gravel. The purpose of these backfill requirements is to ensure that the design criteria for a retaining wall are not exceeded because of a build -up of hydrostatic pressure behind the wall. The top 12 to 18 inches of the backfill should consist of a relatively impermeable soil or topsoil, or the surface should be paved. The sub - section entitled General Earthwork. Structural Fill contains recommendations regarding the placement and compaction of structural fill behind retaining and foundation walls. The above recommendations are not intended to waterproof the below -grade walls. If moist conditions or some seepage through the walls are not acceptable, damp - proofing or waterproofing should be provided. This could include limiting cold - joints and wall penetrations, and possibly using bentonite panels or membranes on the outside of the walls. Applying a thin coat of asphalt emulsion is not considered waterproofing, but it will help to prevent moisture, generated from water vapor or capillary action, from seeping through the concrete. Excavations and Slopes Excavation slopes should not exceed the limits specified in local, state, and national govern- ment safety regulations. Temporary cuts to a depth of about 4 feet may be attempted (WO'I1 CI I CONSULTANTS, INC. ! i4R 1!!�rv{ptr)yv«wr ST Corporation August 10, 1995 JN 95267 Page 8 vertically in unsaturated soils. Based upon Washington Administrative Code (WAC) 296, Part N, the unsaturated, native soils at the subject site would be classified as Type B. Therefore, temporary cut slopes greater than 4 feet in height cannot be excavated in these soils at an inclination steeper than 1:1 (Horizontal:Vertical), extending continuously between the top and the bottom of a cut. Flatter cut slopes or shoring will be necessary where excessive groundwater seepage is encountered. The above recommended temporary slope inclination is based on what has been successful at other sites with similar soil conditions. Temporary cuts are those that will remain unsup- ported for a relatively short duration to allow for the construction of foundations, retaining walls, or utilities. It will be important to protect the temporary cut slopes with plastic sheeting. This will prevent erosion during wet weather and reduce the drying of the near - surface sands during dry weather. The native sands will experience more ravelling, if they are allowed to loose their moisture. The cut slopes should also be backfilled or retained as soon as possible to reduce the potential for instability. Please note that sands can cave suddenly and without warning. Contractors should be made especially aware of this potential danger. We anticipate that some shallow ravelling of the cut slopes may occur. All permanent cuts into native soils should be inclined no steeper than 2:1 (H:V). Fill slopes should not be constructed with an inclination greater than 2:1 (H:V). To reduce the potential for shallow sloughing, fill must be compacted to the face of these slopes. This could be accomplished by overbuilding the compacted fill and then trimming it back to its final inclination. Water should not be allowed to flow uncontrolled over the top of any temporary or permanent slope. Also, all permanently exposed slopes should be seeded with an appropriate species of vegetation to reduce erosion and improve the stability of the surficial layer of soil. praiazage Considerations We recommend the use of footing drains at the base of all foundation and retaining walls. These drains should be surrounded by at least 6 inches of 1- inch - minus, washed rock and then wrapped in non - woven, geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At its highest point, the perforated pipe invert should be at least as low as the bottom of the footing, and it should be sloped for drainage. All roof and surface water drains must be kept separate from the foundation drain system. A typical drain detail is attached to this report as Plate 8. For the best long -term performance, perforated PVC pipe is recommended for the footing drains. GI:O'I]iCI I CONSULTANTS, INC. Yi+ 1�. Y�. t• �r a' ' t 4' Yiii.Nw"w�FNla4+lMNiIY:N.t!'ai' VSD z _� ~ w Ce 6 -J U 0 U o CO W J = C" LL w o � = a � z = 1-- O w ~ U ON a I- - wW - z w U= O z ST Corporation August 10, 1995 Groundwater was observed during our field work. If seepage is encountered in the excavations, it should be drained from the site by directing it through drainage ditches, perforated pipe, or French drains, or by pumping it from sumps interconnected by shallow connector trenches at the bottoms of the excavations. The excavations and site should be graded so that surface water is directed off the site and away from the tops of slopes. Water should not be allowed to stand in any area where foundations, slabs, or pavements are to be constructed. Final site grading in areas adjacent to the building should slope away at least 2 percent, except where the area is paved. Pavement Areas General Earthwork and Structural Fill JN 95267 Page 9 All pavement sections may be supported on competent, native soils provided these soils can be compacted to a 95 percent density and are in a stable, non - yielding condition at the time of paving. Structural fill or fabric may be needed to stabilize soft, wet, or unstable areas. We recommend using Supac 5NP, manufactured by Phillips Petroleum Company, or a non -woven fabric with equivalent strength and permeability characteristics. In most instances where unstable subgrade conditions are encountered, 12 inches of granular, structural fill will stabilize the subgrade, except for very soft areas where additional fill could be required. The subgrade should be evp.luated by Geotech Consultants, Inc., after the site is stripped and cut to grade. Recommendations for the compaction of structural fill beneath pavements are given in a later sub - section entitled General Earthwork and Structural Fill. The performance of site pavements is directly related to the strength and stability of the underlying subgrade. The pavement for lightly loaded traffic and parking areas should consist of 2 inches of asphalt concrete (AC) over 4 inches of crushed rock base (CRB) or 3 inches of asphalt - treated base (ATB). We recommend providing heavily loaded areas with 3 inches of AC over 6 inches of CRB or 4 inches of ATB. Heavily loaded areas are typically main driveways, dumpster sites, or areas with truck traffic. The pavement section recommendations and guidelines presented in this report are based on our experience in the area and on what has been successful in similar situations. Some maintenance and repair of limited areas can be expected. To provide for a design without the need for any repair would be uneconomical. All building and pavement areas should be stripped of surface vegetation, topsoil, organic soils, and other deleterious material. It is extremely important that the foundations and slabs GI'sO'17;CI I CONSULTANTS, INC. ST Corporation August 10, 1995 for the existing structure also be removed. The stripped or removed materials should not be mixed with any materials to be used as structural fill, but they could be used in Q non - structural areas, such as landscape beds. z e: Structural fill is defined as any fill placed under a building, behind permanent retaining or .j o foundation walls, or in other areas where the underlying soils need to support loads. All co 0 structural fill should be placed in horizontal lifts with a moisture content at, or near, the J i optimum moisture content. The optimum moisture content is that moisture content that co L results in the greatest compacted dry density. The moisture content of fill soils is very w 0 important and must be closely controlled during the filling and compaction process. �Q The allowable thickness of the fill lift will depend on the material type selected, the compac- "2 tion equipment used, and the number of passes made to compact the lift. The loose lift I- _ thickness should not exceed 12 inches. The following table presents recommended relative Z H compactions for structural fill: w o • w Minimum Relative 0 Location of Fill Placement Compaction o w W u- ..z w U N Behind retaining walls 90% F. F Use of On - Site Soils Beneath footings, slabs, or 95% walkways Beneath pavements Where: Minimum Relative Compaction is the ratio, expressed in percentages, of the compacted dry density to the maximum dry density, as determined in accordance with ASTM Test Designation D 1557 -78 (Modified Proctor). 01 7 .OThCII CONSULTANTS, INC. 95% for upper 12 inches of subgrade, 90% below that level JN 95267 Page 10 If grading activities take place during wet weather, or when the silty, on -site soils are wet, site preparation costs may be higher because of delays due to rains and the potential need to import granular fill. The on -site soils are generally silty and thus moisture - sensitive. Grading operations will be difficult during wet weather, or when the moisture content of these soils exceeds the optimum moisture content. z ST Corporation August 10, 1995 The moisture content of the siltier on -site soils must be at, or near, the optimum moisture content, as they cannot be consistently compacted to the required density when the moisture content is significantly greater than optimum. The moisture content of the on -site soils was generally near, or below, the estimated optimum moisture content at the time of our explorations. The on -site sand soils underlying the topsoil could be used as structural fill, if grading operations are conducted during hot, dry weather, when drying the wetter soils by aeration is possible. Due to the fine - grained nature of the on -site sands, adequate compaction could require repeated efforts and close monitoring of the moisture content. We have experienced problems in obtaining the required compaction with similar soils on other sites. Moisture - sensitive soils may also be susceptible to excessive softening and "pumping" from construction equipment, or even foot traffic, when the moisture content is greater than the optimum moisture content. It may be beneficial to protect subgrades with a layer of imported sand or crushed rock to limit disturbance from traffic. Ideally, structural fill that will be placed in wet weather should consist of a coarse, granular soil with a silt or clay content of no more than 5 percent. The percentage of particles passing the No. 200 sieve should be measured from that portion of soil passing the three - quarter -inch sieve. LIMITATIONS This report has been prepared for the exclusive use of ST Corporation and its representa- tives for specific application to this project and site. Our recommendations and conclusions are based on observed site materials, and selective laboratory testing and engineering analyses. Our conclusions and recommendations are professional opinions derived in JN 95267 Page 11 The analyses, conclusions, and recommendations contained in this report are based on site conditions as they existed at the time of our exploration and assume that the soils encoun- tered in the test pits and boring are representative of subsurface conditions on the site. If the subsurface conditions encountered during construction are significantly different from those observed in our explorations, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. Unanticipated soil conditions are commonly encountered on construction sites and cannot be fully anticipated by merely taking soil samples in test pits and borings. Subsurface conditions can also vary between exploration locations. Such unexpected conditions frequently require making additional expenditures to attain a properly constructed project. It is recommended that the owner consider providing a contingency fund to accommodate such potential extra costs and risks. This is a standard recommendation for all projects. GL O'I1?CI I CONSULTANTS, INC. 51 ST Corporation August 10, 1995 JN 95267 Page 12 accordance with current standards of practice within the scope of our services and within budget and time constraints. No warranty is expressed or implied. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, techniques, sequences, or procedures, except as specifically described in our report for consideration in design. We recommend including this report, in its entirety, in the project contract documents so the contractor may be aware of our findings. ADDITIONAL SERVICES Geotech Consultants, Inc. should be retained to provide geotechnical consultation, testing, and observation services during construction. This is to confirm that subsurface conditions are consistent with those indicated by our exploration, to evaluate whether earthwork and foundation construction activities comply with the intent of contract plans and specifications, and to provide recommendations for design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. However, our work would not include the supervision or direction of the actual work of the contractor and its employees or agents. Also, job and site safety, and dimensional measurements, will be the responsibility of the contractor. The following plates are attached and complete this report: Plate 1 Vicinity Map Plate 2 Site Exploration Plan Plates 3 - 6 Test Pit Logs Plate 7 Boring Log Plate 8 Footing Drain Detail OF.O'I1'BCI I CONSULTANTS, INC. ais ST Corporation August 10, 1995 We appreciate the opportunity to be of service on this project. If you have any questions, or if we may be of further service, please do not hesitate to contact us. MRM /JRF:jcv cc: Rolf Preuss Associates Respectfully submitted, Marc R. McGinnis, P.E. Associate A-Ao GIRO'11 ?CII CONSULTANTS, INC. GEOTECH CONSULTANTS, INC. f EXPIRES 1Q /25 /TS I James R. Finley, Jr., P.E. Principal JN 95267 Page 13 S 158TH ST N 5 1615 S ST IINCNICXEN H deH IEN13 27 168TH HE S 167Th ST ST MOTS STRAHDER SOUT CENTER P 26 CORPORA DR BLVD BLVD 177TH ST 172ND GEOTECH CONSULTANTS PAR/OSIY PLAZA • H1 '' TRI D S 127TH p Oltflf wawa, MAI 1 VICINITY MAP 15208 - 52nd AVENUE SOUTH TUK W ILA, WASHINGTON File: D03 -0246 35mm Drawing #1 z _- W re 6 _i UO: CO C w= J H: WO. tL O N: O I- W W' I 11 LI O' .. z. U N, O 1-- Z 10 15 10 15__ SP "G ° U SC S SP TEST PIT 1 1 - 4. ° am c) CY USCS Description Elevation ±90' GEOTECH CONSULTANTS, INC. Brown, slightly silty SAND with roots and trace gravel, fine- grained, dry to moist, medium -dense (topsoil) Brown SAND with trace silt, fine- to medium- grained, moist, medium - dense Brown /gray, silty SAND with gravel, moist, dense (glacial till) - becomes stained sandstone Test pit terminated at 13.5 feet below grade on 8 -1 -95. No groundwater encountered during excavation. No caving. TEST PIT 2 Sod and roots (topsoil) Description Elevation ±82' Light brown SAND with occasional thin, silty sand layers, fine - grained, dry, loose to medium -dense Test pit terminated at 11 feet below grade on 8 -1 -95. No groundwater encountered during excavation. No caving. TEST PIT LOGS 15208 - 52nd AVENUE SOUTH TUKWILA, WASHINGTON Job No: Date: Logged by: Plate: 95267 I AUG 1995 I DBG 3 i 10 1.5 10 15 _ G ° USCS Fill SP SM SP LLLU ML CL q d USCS SM SP TEST PIT 3 Slightly silty SAND with roots, fine- grained, dry, loose (fill) -clay pipe Light brown, slightly silty SAND, fine- grained, dry, loose to medium - dense Light brown SAND, fine - grained, dry, medium -dense Brown /gray, sandy, clayey SILT, moist, stiff Test pit terminated at 12 feet below grade on 8 -1 -95. No groundwater encountered during excavation. No caving. TEST PIT 4 GEOTECH CONSULTANTS, INC. Description Description Sand with roots and some gravel, dry, loose (topsoil) Test pit terminated at 11.5 feet below grade on 8 -1 -95. No groundwater encountered during excavation. No caving. Elevation ±74' Elevation ±78' Tan SAND with occasional thin layers of silt, fine-grained, dry, loose to medium -dense Light brown SAND, fine- to medium- grained, dry, to slightly moist, medium -dense TEST PIT LOGS 15208 - 52nd AVENUE SOUTH TUKWILA, WASHINGTON Job No: 95267 Date: Logged by: Plate: AUG 1995 1 DBG 4 1 10 15 10 15 _ • as C.; ;- • Go c USCS ��, � ��' o? G USCS SP ML SP Topsoil TEST PIT 5 TEST PIT 6 GEOTECH CONSULTANTS, INC. Description Brown SAND with roots and some silt and gravel (topsoil) Light brown, gravelly SAND, fine- to medium- grained, dry, medium - dense Tan, sandy SILT, low plasticity, dry, stiff Gray /brown SAND, fine- to medium- grained, dry, medium -dense Test pit terminated at 11 feet below grade on 8 -1 -95. No groundwater encountered during excavation. No caving. Description Light brown SAND, fine- grained, dry, medium- dense. Gray and orange mottled SILT, low plasticity, moist, stiff Gray SAND, fine- to medium- grained, moist to wet, medium -dense Test pit terminated at 12 feet below grade on 8 -1 -95. Minor groundwater encountered at 10.5 feet during excavation. No caving. Elevation ±84' Elevation, ±68' TEST PIT LOGS 15208 - 52nd AVENUE SOUTH TUKWILA, WASHINGTON Job No: 95267 Date: Logged by: Plate: AUG 1995 I DBG 5 se�llfE.e c�i� Pal 10 15 Cr A.9 q C USCS SP SP TEST PIT 7 Brown, silty SAND with roots (topsoil) .�.. GEOTECH CONSULTANTS, INC. Description Elevation ±76' Light brown SAND with trace gavel, fine- grained, dry, loose to medium - dense Gray, sandy SILT, low plasticity, moist, stiff Brown /gray SAND, fine- to medium- grained, moist, medium -dense Test pit terminated at 10.5 feet below grade on 8 -1 -95. No groundwater encountered during excavation. No caving. TEST PIT. LOGS 15208 - 52nd AVENUE SOUTH TUKWILA, WASHINGTON Job No: 95267 Date: Logged by: Plate: AUG 1995 I DBG 6 10 15 20 25 30 35 40 0 USCS 5 13 16 10 51 50/4" SP SM SM . . SM :1:1: SP SM BORING 1 GEOTECH CONSULTANTS, INC, Description Elevation +86' Dark brown, slightly silty SAND with organics, moist, loose (topsoil and fill) Brown, slightly silty SAND, fine- to medium-grained, moist, loose -becomes grayish brown with iron stains and occasional gravel, medium-dense -becomes less silty, very moist -becomes wet and silty Black, silty SAND with occasional organics, fine- to inedium- grained, wet Grayish brown, silty SAND with gravel, moist, dense (glacial till) Brown, medium- to coarse-grained SAND with silt, wet, dense Test boring was terminated at 31 feet below grade on 7-31-95. Slight groundwater seepage was encountered at 20 feet during drilling. TEST BORING LOG 15208 - 52nd AVENUE SOUTH TUKWILA, WASHINGTON Job No: 95267 Date: Logged by: Plate: AUG 1995 JHS 7 , it (alp „ , „ „ 'Job No.: 95287 'Dole: AUG 1995 Scale: N.T.S. Plole: 1 8 S /ope backfill away from foundation. WASHED ROCK 6'in /n. } NONWOVEN GEOTEXT /LE FILTER FABRIC BACKF /L L See text for requirements. GEOTECH CONSULTANTS T/GHTL /NE ROOF DRAIN Do not connect to footing drain. SLAB .. , FREE - DRA /N /NG SAND /GRAVEL 4" PERFORATED HARD PVC PIPE Invert at /east as /ow as footing and /or crow / space. S/ope to drain. P /ace weepho /es downward. VAPOR BARR /ER 4 "min. FOOTING DRAIN DETAIL 15208 - 52nd AVENUE SOUTH TUKWILA, WASHINGTON n 12213 DENSMORE N. SEATTLE, WASHINGTON 98133 REVISION TO PERMIT DRAWINGS October 20, 2004 zz • z re 2 Project Name: Bricklayers Union Hall Application Number: D03 - 246 o 0 Project Address: 15208 52n Ave S co = Building Division Review: Revision of Occupancy Classifications co u.. w 0 NEWTON Plan Reviewer: Ken Nelson, Senior Plans Examiner ASSOCIATES g LL d Comments: Z 0 Attached are three (3) revised sheets A1.1 of the Bricklayers New Union Hall Ili al and Administrative Offices Building. The notes have been revised to demonstrate a 0 change of Occupancy classification of the basement and first floor lobbies from A -2.1 0 P to A -3 per discussion between Ken Nelson, Bill Pistilli of the Bricklayers and myself w on October 7, 2004. v Please let me know if any additional clarifications are needed. Thank you. U N ' i- H O z (206) 363 -5806 Margaret R. Newton, A.I.A. — miem REVISION NQJ o RECEIVED MY OF TI MAill A OCT 2 0 2004 PERMIT CENTER amt rc?crnK�sfi %� !rdt� ^r��i�`:t'_�: _ i . July 7, 2004 Margaret Newton 12213 Densmore Avenue North Seattle, WA 98133 RE: Permit Application No. D03 -246 15208 52nd Avenue South Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Residential Code and /or the International Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to August 16, 2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania S(Sencer Permit Technician Xc: Permit File No. D03 -246 Bob Benedicto, Building Official City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 ?'' 12213 DENSMORE N. SEATTLE, WASHINGTON 98133 (206) 363.5806 November 12, 2003 Project Name: Bricklayers Union Hall Application Number: D03 - 246 Project Address: 15208 52n Ave S Building Division Review: Response to Correction Letter #1 Plan Reviewer: Ken Nelson, Senior Plans Examiner z w J0 00 J = H N NEWTON w ASSOCIATES Th following are responses to each item included in the Building Division Review ARCHITECTS �i r r n p g tL Q letter: co d I- = w _ z � o z � 2. The group B occupancy should have been listed as Type V -1 hour with W uj sprinkler system substituting for the 1 hour constniction. This has now been n 0 revised — see project description notes on sheet A1.1 and notes on sheet A1.4. o H W W U 4. UBC section 711.3, third paragraph describes an exception to the requirement ~ - for shaft -wall enclosure of ductwork that is applicable to the ducts in the lease iii z space. I 5. A note covering the requirement of a separate building permit for the lease z 1. The area of "Mixed Use" Basement has been revised — see project description notes on sheet Al 1 3. See item #2. space has been added to the floor plan on sheet A1.3 6. The accessible van parking space has been relocated to be adjacent to the building — see Site Plan on sheet A1.1 7. Details for the accessible parking spaces have been added to sheet A1.1 Margaret R. Newton, A.I.A. _. .(.: �.....t_... _. ... ' ', _7.. , r:`4 ' •1,y�rii;t_ "' .. r«.. ..- du' % + ;..$ , "u'a+du OlTMROFTiji( 4 NO V 1 2 2003 PERMIT c Eivi . ti CORRECTION LTR# o ,»H...z.r.K ,w.,oww.wea��+.+•S.�fi3$St�'! ���.� s ■� October 6, 2003 Laird Donaldson 6770 East Marginal Way South Seattle, WA 98108 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D03 -246 Bricklayers Beneficial Association —15208 52 " Avenue South Dear Laird: 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 Building and Public Works Department. At this time the Fire and Planning Departments have no comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl xc: File No. D03 -246 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 S ' , .i'„*nFf;dutC• a-.4 d.ai. Yw, z i ce w 6 J U 0 N 0 J I_ w 2 u Q z = O z I— uj U � O - O l- w al O w z H =. O F" z I z BUILDING DIVISION REVIEW w C QQ 2 J U U o CO 0 J � w • ¢ CO = 1 - tu � z � Date: Sept. 12, 2003 Project Name: Bricklayers Hall Building permit application Application #: D03 -246 Plan Reviewer: Ken Nelsen, Senior Plans Examiner Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206 -431 -3670 A general Building Division plan review has been completed on the subject project. Please address the following comments in an itemized format and accompany with revised plans, specifications, or other documentation. In general, the plans and plan details should not require significant revisions provided some house keeping clarifications are made to the "Project Description" notes on sheet A -1.1. Review the following items. 1. Under "Mixed -Use: Basement', the A2.1 occupancy is listed at 5.024 square feet. Revise the noted square footage as appropriate. 2. Under "Construction ", the group A occupancy is listed as type V -1 hour, and the B . z co occupancy is listed as V- non rated. Per U.B.C. Section 601.2, these two types of o construction must be separated by an area separation wall of two hours. If the was z 1- intention that the building to be type 1 -hour construction throughout and a sprinkler substitution for the 1 -hour, the substitution reference must be noted in the "Project Description" on the plans. 3. If both the above noted types of construction are to be used, the sprinkler substitution will not reduce the requirement for the two hour area separation. This would be further complicated because the area separations may not be horizontally. Please clarify in the "Project Description" all construction type issues. 4. In the vacant lease space, mechanical ducts penetrate the floor and extend through the ceiling. The mechanical ducts must be enclosed within 1 -hour rated shafts per U.B.C. 711. Provide appropriate plan details for the required shaft construction. 5. Regarding the vacant office lease space. Include an additional reference on the plans, stating to the effect that a separate building permit will be required for occupancy of the office lease space. 6. The accessible (ADA) parking spaces at the lower parking level must be relocated to the nearer side of the building. The accessible route of travel for the parking must not cross the traffic area as intended by Washington Building Code Amendment Section 1107.1.6. Page 2 of 2 Bricklayers Hall 7. Provide minimum generic details for accessible (ADA) parking spaces and related ramp, z , Q signs, etc. w Should there be questions on the requirements, please feel free to contact the Building Division o o office at 206 -431 -3670. No further comments at this time. N W J = H w O LL S w Z H O Z l: gS4.LiY:r214{ s.•�J1+At3' .. � • yiaacvS..i:.�c:rt..iw+. ... ..... ... w.. r....t.... rww: �:.. wi... :YJ.+1 +Ytii4:NLoi +.tiRf.:.:(.u.1 �.k:... Z w O H z DATE: October 4, 2003 PROJECT: Bricklayers Building 15208 — 52 " Ave. South PERMIT NO: D03 -246 CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS PLAN REVIEWER: Contact David McPherson at (206) 431 -2448, if you have any questions regarding the following comments. 1. Revise plans, per redlined plan sheets, review comments sheets, and other information — enclosed. Reid iddleton September 11, 2003 File No. 26 -03- 005 - 019 -02 Mr. Bob Benedicto City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - Final Submittal Bricklayer's Union Hall (D03 -246) Dear Mr. Benedicto: We reviewed the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. The applicant has responded successfully to our comments. Enclosed is one complete set of the structural drawings (bound with the originally submitted architectural drawings) and an additional copy of the revised structural sheets. We are also forwarding the structural calculations, geotechnical report, and correspondence from the engineer for your records. If you have any questions or require any additional clarification, please call. Sincerely, Reid Middleton, Inc. La e K um, P.E. Pro ect Engineer Enclosures vls\ 26se\ planrevw \tukwila \03 \t019r2.doc \lkl cc: Margaret Newton, Newton Associates Architects Gary Swenson, Swenson Say Faget b Engineers RECEIVED Planners CITY OF TUKWILA Surveyors SEP 12 2003 PERMIT CENTER Washington Oregon Alaska Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fox: 425 741 -3900 bG • sr. r S A STRUCTURAL ENS ENGINEERING N SAY FAG CORPORATION September 5, 2003 Lance K. Lum Reid Middleton, Inc. 728 — 134 Street SW Suite 200 Everett, WA 98204 RE: Response to Structural Reviewer's Comments for Bricklayer's Union Hall, Tukwila Dear Mr. Lum, In response to your comments dated September 2, 2003 we submit the following: 2. a) Old calculation, door opening shifted and main N/S beam (W24x176) bears directly on steel columns at each end. No need for support beam indicated in calculations. b) Refer to response a). c) Additional bars added to concrete beam/drag strut. Refer sheet S2.2. d) Old calculation, main support beam no longer acts as drag strut so welded plate indicated in calculation is unnecessary. New drag strut is the bundled rebar cast into the floor diaphragm as indicated on sheet S2.2. No plate required. e) Detail 6/S4.1 was altered after the calculation was done. As indicated on detail, hooked #5 bars which engage the longitudinal reinforcement in the lintel were used in lieu of the bar anchor with welded plate as indicated on the calculation. No plate required. f) Refer to plan note 5 on sheets S2.2 and S2.3. Larger angle used at all locations for economy. g) Calculations show several options for CMU retaining walls. We opted to go with the 12" high strength CMU instead of the 14" CMU indicated in the calculations for economic reasons. h) CMU retaining wall callout is indicated on sheet S2.2 at the stair opening. 3. Reinforcement for all basement walls is indicated on the plans and plan notes on sheet S2.2. 4. Material properties for high- strength CMU is indicated on 24/S 1.1. 5. Supplemental calculation has been added to account for traffic surcharge on the north elevation retaining wall. Refer to attached calc sheet R1. 6. The deck/slab system indicated on the plans is adequate to support a superimposed load of 238 psf, which is well above the UBC live load requirement of 125 psf used for light storage. 7 All upper roof framing is to be pre - manufactured trusses as originally indicated on plan. Callout has been added to roof over the bridge for clarity. CMU beams were -used .in- lieu•of the- 48 --:1 originally designed to support the roof trusses. Refer to sheet S2.3. 2124 Third Avenue • Suite 100 • Seattle • WA 98121 Office: 206.443.6212 Fax: 206.443.4870 D 0 SEP 9 2003 REID MIDDLETON 8. Not all of the CMU walls were used as shearwalls. All shearwalls have been correctly identified. All other CMU walls shall be grouted and reinforced per the General Structural Notes as indicated on plan. Plan and elevation irregularities have been addressed in the design of the respective drag/collector /support elements as well as in the attached rigid diaphragm analysis. 9. The upper roof (flexible) diaphragm was assumed to distribute lateral loads based on tributary areas. The lateral loads at the main floor (rigid) diaphragm were originally distributed with conservative tributary area assumptions. A detailed rigid diaphragm analysis was performed for the main floor diaphragm for a more accurate determination of the load distribution. The detailed rigid diaphragm analysis showed that the original load distribution and subsequent shearwall designs were adequate as originally designed. No change to plans. Please note that the lower level shearwalls indicated at the south and east elevations below the low roof were not taken into account in our analysis and design. They were added as a measure of safety even though they were not needed by the analysis. Refer to supplemental calculation sheets R2 — R7. 10. The 5% accidental eccentricity and torsional irregularities were taken into account in the detailed rigid diaphragm analysis in the supplemental calculations. The torsional effects and accidental eccentricities had no effect on the shearwall design. Refer to the supplemental calculations. 11. A note has been added to the shearwall schedule indicating the need for hooked bars at all horizontal shearwall reinforcement. Refer to 2/S4.2. We trust that this addresses all of the structural concerns raised by the reviewer. Please call with any questions /comments or if you need anything else. Thank you, SWENSON SAY FAGET A Structural Engineering Corporation Attachments Sean O'Neill, PE Cc: Margaret Newton w.... �..... a% s;. id::': . w.' s11r' L"' i,: tei+ i': „'.t.Ciiiuis;ua,5.al%�u��u:i iia.3"_�3�;_n ?���ti: 1 Z ;te g W U O 0 LLI J 1- W u w 0 g a = • a 1- _ z �. 1- 0 Z 1- w • w U O - o 1- Ill u' O, z w U= O 1 - z August 13, 2003 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 Dear Mr. Swanson: itti2A. 11/4 Brenda Holt, Permit Coordinator encl xc: Permit File No. D03 -246 Ciiy of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Structural Review Bricklayer's Union Hall - (D03 -246) 15208 — 52nd Avenue S, Tukwila Please review the enclosed plans and documents for structural compliance with the 1997 Uniform Building Code. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 00 N 0 CO W J = 2 w w D = �.w I z �. F- 0 Z F— w w D o 0 O � 0H w � If you should have any questions, please feel free to contact me at (206)431 -3672. u- 0 w Z UN Sincerely, 0 I '. z DEPARTMENTS: kr lb -1-01 BuildirJ 0 Public Works ❑ PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PROJECT NAME: D03 -246 DATE: 10 -20 -04 BRICKLAYERS UNION HALL SITE ADDRESS: 15208 52 AVENUE SOUTH Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after permit is issue DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -21 -04 Complete Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire El Ping ❑ PW ❑ Staff Initials: TUES /THURS R9UTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS CORRECTIONS: Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Documents /routing slip.doc 2 -28 -02 Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator PERMIT COORD COPY Not Applicable ❑ DUE DATE: 11 -18 -04 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW El Staff Initials: ACTIVITY NUMBER: D03 -246 DATE: 11 -12 -03 PROJECT NAME: BRICKLAYERS BENEFICIAL ASSOCIATION SITE ADDRESS: 15208 52 AVENUE SOUTH Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter #1 Revision #_after /before permit is issued DEPARTMENTS: G Ii' Buildir g ivision Public Works NI1/1 Ai 1114 -04 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP DETERMINA ON OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -18 -03 Complete Incomplete ❑ REVIEWER'S INITIALS: Documents /routing slIp.doc 2 -28 -02 Fire Prevention ❑ Planning Division Structural ❑ Permit Coordinator Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO ING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS:. DUE DATE: 12 -16-03 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Not Applicable ❑ DATE: Documents /routing slIp.doc 2.28.02 ACTIVITY NUMBER: D03 -246 PROJECT NAME: BRICKLAYERS SITE ADDRESS: 15208 52 AV S X _Original Plan Submittal Response to Correction Letter # DATE: 08 -11 -03 Response to Incomplete Letter # Revision # After permit Is Issued D 2 r oi S o i i• 12'b3 Building Division SJ Pub %M fb - (o —C�3 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 5 2- At o, q Zp-0 Fire Prevention Str p I 1z cg PERMIT COORD COPY REVIEWER'S INITIALS: (3)4.4 AWc 0- 2.6 --05 le Planning Division 0 Permit Coordinator DUE DATE: 08 -12 -03 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Q Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping 0 PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route [( Structural Review Required No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 09 -09 -03 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) 2 Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: /t' Departments issued corrections: Bldg [ Fire ❑ Ping 0 PW Oit Staff Initials: Nia+�1LSS Summary of Revision: C QAJQ LLCVe _ C X007 City of Tukwila \applications \forms - applications on linc\revision submittal Created: 8 -13 -2004 Revised: 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 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Sheet Number(s): , "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 5_g '' Entered in Permits Plus on i0 '24'0 Steven M Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 10 - 20-0 4- Plan Check/Permit Number: Vb 3 2. 4 c Project Name: 1 r/Y V 14,Ge.F�t S 0 V1 4(5 JA An�r} Project Address: ( b Contact Person: u t( C (,t',(/y,i-- Phone Number: C L U (- avtti (9 1 L''`. .c (c Y ‘, 0 \a �� 0 tit RECEIVED :1TY OF 7 1110,1111 r. 0 PERMIT CENTER �a.ir.t•,. s.,..Va.�u.u�aAttv.+ t 1.`.SwJ:i:;.'4 �4.`a +n_.: Nt /: %aBdSFin;b3t�3t�,Y; City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the snail, fax, etc. Date: New,eu,k4),et/ 210,3 Plan Check/PermitNumber: D03 -246 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after/before Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Bricklayers Beneficial Association Project Address: 15208 52 Avenue South i av l\l. 'e 4 Contact Person Phone Number O p • 31,3 - Ga gO (p Summary of Revision: tt ` `` - _ `` 13v; .vi Yi ) . Q.'2tJ i � L) " 5c' a,' 'c clAs -d li2•e c r82elus bt •eta atAA -A worl r•e v i tto -- ' e- et, -a cfm.ck G c1ne ,th l v'lyn\ see-c i . • its & eve% e.oilotits OPAA141 Ire) PO. c.QU,l,vu.'P.fAr ?, m,U tc,L►.114,kv w a k. 4,;ek- At.1 ' l trecu\ re.A S40.\a0c tr ' 45 ► intone lk awe- o. o.c{►C V- WO, U' eG 1 Y1 0 uG Y A\ c . 'v\orvi.; r&.\ • s�v'��� x t u wt i Vtu �'o S� S i - 5 (�ec.ta�l 1,P Y•o t, ► i c7US, (biz_ K.10 • Wai`ev' Gtm 'S.eweX cwco. o � C`PN' 1 �% ca�`�S (bol t Y i c l4 Sheet Number(s): A0.0 A 1.1 A 1.3, A \ . 4 � CD • O, G1.0 G 1.1 � G2.0 0 G3. 1 1 "Cloud" or highlight all areas of f revision including date of revisioi: SL 1 l L.- l ■ / 1..- 2 ) L-4 Received at the City of Tukwila Permit Center by: --C g Entered in Sierra on 4 -0_3 � Nov ru kw/L4 f 2 2003 P47 144/r coNrewl 10/06/03 Revision Date Staff Date Staff No. ' Received Initials Issued Initials Revision No. 1 Date ! Staff Received i Initials Date Issued Staff Initials I Summary of Revision: Summary of Revision: • Received By: Revision No. Date Received Staff I Initials Date Issued Staff Initials I Summary of Revision: S Received By: Revision No. Date Received Staff I Initials Date Issued I Staff Initials S Summary of Revision: Received By: PROJECT NAME: 14: —i d PERA - NO:. Site Address: /S s,2 Original Issue Date: 72te -o,3 Revision No. Summary of Revision: Date Received REVISION LOG Staff i Initials ry-t g-re-or Z/ Date -Staff Issued Initials 3 eceived B y : &di VI ,J /, (please print) (please print) ' Summary of Revision: Received By: (please print) please print please print ?atv2ti 4 , :;zAE • Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 ( 2.. Dishwasher 2 2 Drinking fountain (each head) 1 .5 2- 1 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 9 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 1 2- Sink, other (service) 3 1.5 2 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 T Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 1 '2-T Water closet, tank or valve, >1.6 GPF 8 4 Non - Residential Sewer Use Certification Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for (Please print or type) Owner's Name "r ICA (Last, First, Middle Initial) Subdivision Name Lot # Subdiv. # Block # Building Name (if applicable) Uri r,i4 t1 4 A14/1 C cCze Property Street Address ( r, 0_0 S � vt ` . �v(C;ua 4A ` City, State, ZIP Owner's Phone Number ( ' ' ) Owner's Mailing Address (if different from above) Ida• - A f.1: t _.h.t217 - Pc7 wit /30ttiAk -z IAJA� QF�:ty A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 Total Fixture Units RCE White - King County City or Sewer District Date of Connection Side Sewer Permit # or Property Contact Phone # A B 187 .A- 0 Signature of Ownp Representative Date 4j • 1 0 King County Department of Natural Resources and Parks (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at (206) 684 -1740. Property Tax ID # ' kLO " 00 (d - n Party to be Billed (if different from owner) Party's Mailing Address: \ Estimated Wastewater Discharge: d Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 0 C. Total Residential Customer Equivalents: (add A & B) RCE RECEIVED CITY OF Tl1KWILA Demolition of pre- existing building? El Yes po Type of building demolished Sewer disconnect date B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: RCE bo3 •24(. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. /1 Print Name of Owper/ Representative W I / 0 V r r Yellow - Local Sewer Agency Pink - Sewer Customer vri�.o + : ..::.......::.. AUG 1 1 2003 PERMIT CENTER .Orie Certificate of Water Availability PROJECT #: PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): • :Owner Iriforinatlon Name: ton cklo►L,vev bewec;c;a1 sociatioln Address: 14314 - i' rf '^ Avevt s. � , M•Q ° 18108 Phone: 20(,. 2• tile lr Awner /Agent Signature: Agerit/Coritact' Address: 1 r1213 TJe(A, 111,tov'e 1N) ( 7 0.6\ T. 9813 Phone: 'lot, • 3CQ 3.58° to This certificate is for the purposes of: ❑ Residential Building Permit CommerciaVlndustrial Building Permit ❑ Preliminary Plat ❑ El Rezone El Short Subdivision Other Estimated number of service connections and meter size(s): 2. Gam' l 1 /z." Vehicular distance from nearest hydrant to the closest point of structure 86p. ft. Area is served by (Water utility district): T? Iry RECEIVED CITY OF TUKWILA Date: AUG 1 1 2003 PART B: (To be completed by water utility district) L @ The proposed project is located within t (City /County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of / 7 ij gpm at 20 psi residual for a duration of 2 hours at a velocity of 1 fps as documented by the attached calculations. I hereby certify that the above information is true and correct. e Agency /Phone 7ef, - Z-- gC14-7 PART C: (To be completed • y governing jurisdiction) Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. .A . enc /Phone CITY OF TUKWILA .:: Permit CentE 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 gra0411 tor. 4M_ ^*?ft.Fi!=! 'W.4r.Q:!t51 w4.*a e ,.. ; , fir:; (Required only if outside City of Tukwila water utility district) Name: kit a vv &v`e to W {W kov1 l oc.. 1yc�� 3 H-ha PERMIT CENTER Date 30.2q6 Part A: (To Be Completed by Applicant) Purpose of Certificate: ISI Building Permit Preliminary Plat or PUD La Other i CI Short Subdivision ❑ Rezone Proposed Use: ❑ . Residential Single Family ❑ Residential Multi- Family )81 Commercial ❑ Other Applicants Name: Phone: ,. Property Address or Approximate Location: 1ep 2 0 e> 1 2. " A.ve dub �7• 1 To vw1I -0., WA Legal Description(Attach Map and Legal Description if necessary): C ITRE I F T 1KWJL • 'II- or no 7t.0 •-- 00 t c9 Po::: 1 1. 2003 . PERMIT CENTER Part B: (To Be Completed by Sewer Agency) 1 if 1. l a. Sewer Service will be provided by side sewer connection only to an existing 6 size sewer 0 feet from the site and the sewer system has the capacity to serve the proposed use. , OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a.. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3 . SI a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required . ❑ May be Required c. Other: - Ctiar�,p,l to b c � 11 4 GO nnc �` , WORKING TOWARD A A. .t ENVIRONMENT 1 A - IJ ---- \ SEWER DISTRICT 441 �W Title 14816 AI Road South P.O. Box 09550 Tukwila, WA 98188 Phone: (208) 242 -3236 Fax: (208) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY lir Certificate of Sewer Av iiability OR ❑ Certificate of Sewer Non - Availability eby certify that the a ove sewer agency information is true. This certification shall be valid for one year the date of signal e. 7/i do 2. Date H- STATE OF WASHINGTON COUNTY OF KING Ros- 4116 N �'► '5U ©1 CI AFFCONT 1/13/00 CITY OF ...KWILA Permit Center 6300 Southoenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone; (206) 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATIO ) SS, ) ) , states as follows; 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington, The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with ROW 18.27,090, 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18,27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. ,(Jo APPLICANT Signed and sworn to before me this day of H -4 residing at , 200 NOTAR - BLIC in and for the State of Washington, County. Name as commissioned: My commission expires: C- Page 1 of 3 RCW 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: (1) An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; (2) Officers of a court when they are acting within the scope of their office; (3) Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; (4) Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; (5) The sale or installation of any finished products, materials, or articles of merchandise that are not actually fabricated into and do not become a permanent fixed part of a structure; (6) Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; (7) Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; (8) Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; (9) Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all http: / /www.mrsc. org/mc /rcw/RCW %20% 2018 %20 %20TITLE /RCW %20 %2018 %20. %202... 8/4/2003 1.. f' .ff, '}: t. . L�.) MfRi' A: fi D�17�fl1' K' N+ h�ry .�r..g,..�nhxnir.vn� %N 7l EYCY�r YAP M19�ii � other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; (10) Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; (11) An owner who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors; (12) Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his or her own property with the intention and for the purpose of selling the improved property; (13) Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; (14) A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is http : / /www. mrsc. org/m c /rcw /RC W %20 %2018 %20 %20TITLE /RC W %20 %2018 %20. %202... 8/4/2003 Page 2 of 3 «r��w••. m Nw .: .Ury'k^xfnL °fiYni Mn t a = � Page 3 of 3 operating within the scope of his or her license; (15) Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; (16) Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; (17) A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer. [2001 c 159 § 7; 1997 c 314 § 8; 1987 c 313 § 1; 1983 c 4 § 1; 1980 c 68 § 2; 1974 ex.s. c 25 § 2. Prior: 1973 1st ex.s. c 161 § 1; 1973 1st ex.s. c 153 § 6; 1967 c 126 § 3; 1965 ex.s. c 170 § 50; 1963 c 77 § 9.1 http: / /www.mrsc.org/mc /rcw/ RCW %20% 2018 %20 %20TITLE /RCW %20 %2018 %20. %202... 8/4/2003 'wi.�Sbr ids �' k '-' aG. "iiu4'.Y�i:.al iai::if:iii,:: ° 3 :5 :L'it.4�it�,,,'.Sires'•,�' ix� ;1 iUY�xNlu;l�:.ir "i;� i z W 00 0 W = J � CO u_ w 2 g a = w Z = I- 0 Z I- U � 0 - w uj U -O . w U= O ~ z STATE OF WASHINGTON COUNTY OF KING AFFCONT 1/13/00 CITY OF T1 AWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION f r o (6 , states as follows: 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. v�G '� A \ Q.C'.� 4.... gl0 )-1 ; Ia. o NOTARY r i • o ...••.� CO : i ' • PUBLIC i ld f ' .. •.6, A ' 1 17 76- 0.,.LC J �,� .. ss. residing at x! i C3 c 2> APPLICANT Signed and sworn to before me this day of 1,J r C:. , 20 0 • a. NOTARY PUBLIC i and State of Washington, County. Alice A. Deasy My commission expires: 6 - /6"� Name as commissioned: H -4 18.27.090 Exemptions. This chapter..;t all not apply to: 1. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of a structure; 6. Any construction, alteration, improvement, or repair of personal property, except this chapter shall apply to all mobile /manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than $500, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division AFFCONT 1/13/00 of the operation is made into contracts of amounts less than $500 for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out.any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor; 12. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but this exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 13. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 14. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 15. Any person who engages:in the activities herein regulated,as an employee :of.a registered contractor with wages as his sole compensation; 16. Contractors on highway projects who have been prequalifiea as required by'cliapter 13 of the Laws of 1961, RCW 47.28.070 With the department of transportation to perform highway construction, reconstruction, or maintenance work. ......raw 1 ' i..1M Y t1 '+WYtWY +I...:........ _.. -... File: D03 -0246 35mm Drawing #1 EXISTING I I GARAG� I I TP-2 0 LEGEND: s APPROXIMATE TEST BORING LOCATION 0 APPROXIMATE TEST PIT LOCATION EXI&hNG 1 HOUSE I L \ .� _ 1 •111111111111111 1 111111111.1111 2 Inch 1/16 PROPOSED BUILDING SB -I 52nd AVENUE SOUTH 0 TP -3 EXISTING \ SHED I I \ I 1 \ 0 TP -4 LOWER PARKING GROUND FLOOR \ ELEV f 70' ELEV x 01111111111111111.111.11 1111,111 41111111111111 u TP-5 \ 0 TP -6 ■ 1 I 1 GEOTECH CONSULTANTS • VESTC Si ms 1872 +• 916 t I £ ZII 616 016 1 18 IL 1 I 9 I� I£ IZ I I w�I ii i ill l liii liil Iiiiliiil iiiiliiii i iii l iili iili ■ SITE EXPLORATION PLAN 15208 - 52nd AVENUE SOUTH TUKWILA, WASHINGTON Job No.: 96207 Dole: AUG 1995 N.T.S. Plate: 2 ROOF SHEATHIN6 AAG B WALL AT • 5T WALL OF SHAFT ANCHOR AT TOP AND BOTTOM PER TYP DETAILS FILL. VERTICAL JOINT AT • U WALLS Wi NON - • MBUST!BLE MATERIAL 'PROVIDE OPENINGS FOR SWING DO TO STORAGE CLOSETS w rl • 3.4 CHI. PIT WALLS SCALE: 1/4" 1' -0" i SCALE: 1/4" s 1' -O" a r MACHINE ROOM STORAGE CLOSET STORAGE CLOSET ELEVATOR PIT 5 p I I I I I I I I I i • • • \ ELEVATOR - SECTION A 7 -11' • • STAGE GLO5eT 1 ROOF TRUSS FUTURE ELEVATOR HOIST BEAM SUSPENDED CEILING GMU SHAFT WALL EXTEND TO UNDERSIDE OF ROOF SHEATHING FLOOR ASSEMBLY SLAB ON GRADE BOTTOM OF BEAM TOP OF FM FLR TEMPORARY SLAB /DECK FLOORS 0I TO BE REMOVED WHEN ELEVATOR 7 4 - IS INSTALLED. TOP OF SLAB TO MATCH HEIGHT OF ADJ FN FLR TOP OF FIN FLR TOP OF SLAB GMU SHAFT WALLS AAG BLOCK WALL i _,,,..•— t1STALL SWING DOOR NI 3' X 5' CLEAR ELEVATOR DOOR OPENING ELEVATOR -PLAN AT BASEMENT X ELEV +42. j ELEV +78.00' J.�... <....r.. EXTEND SHAFT WALLS TO UNDERSIDE OF ROOF SHEATHING W/ 2 x 4 STUDS W! 5/8'' TYPE X 6WB EA1 51 • FUTURE ELEVATOR HOIST BE / SCALE: 1/4" = r 0 LEASE SPACE MACHINE ROOM SLAB ON GRA SCALE: 1/4" = 1' -0" h 1 LEASE SPACE 6" AAC WALL --- STORAGE CLOSET STORAGE CLOSET ELEVATOR PIT 11 • • I • „rte. • �' S S • 3.4 3 ELEVATOR - SECTION 5 GMU SHAFT WALLS EXTEND TO BOTTOM OF FUTURE HOIST BEAM FLOOR ASSEMBLY BOTTOM OF BEAM TOP OF FIN FLR TEMPORARY SLAB /DECK FLOORS. p TOP OF SLAB TO MATCH HEIGHT OF ADJ FIN FLR TOP OF FIN FLR b I ect TOP OF SLAB -- ELEVATOR -PLAN AT FIRST FLOOR ELEV « ELEV +18.00' 1 NOTE: CONSTRUCT SHAFT FOR FUTURE ELEVATOR INCLUDING PIT AND HOISTINA`' EXTENDED TO UNDERSIDE OF ROOF SHEATHING. DESIGN 15 BASED UPON 2000# +-‘OLELESS HYDRAULIC UNIT BY THE OTIS ELEVATOR COMPANY. NORTH, EAST AND SOUTH WALLS SHALL BE 8" GMU. WEST WALL SHALL BE AAG BLOCK TO BE REMOVED DURING INSTALLAT!ON OF ELEVATORZ. APPROVED DEC 1p ZOO As Au Dht h'• NEWTON ASSOCIATES ARCHITECTS 12213 SEATTLE, (206) x206) NewtonAssoc;atest►comcas DENSMORE AVE. N. . WA '18133 , 363 -5806 364 -6418 FAX t.ne t DATE: PERMIT SET: 8/8/03 (rr,. c ni ( a UG 1 1 2003 mar carrot .BEET A3.2.2 ROOF SHEATHIN6 AAG B WALL AT • 5T WALL OF SHAFT ANCHOR AT TOP AND BOTTOM PER TYP DETAILS FILL. VERTICAL JOINT AT • U WALLS Wi NON - • MBUST!BLE MATERIAL 'PROVIDE OPENINGS FOR SWING DO TO STORAGE CLOSETS w rl • 3.4 CHI. PIT WALLS SCALE: 1/4" 1' -0" i SCALE: 1/4" s 1' -O" a r MACHINE ROOM STORAGE CLOSET STORAGE CLOSET ELEVATOR PIT 5 p I I I I I I I I I i • • • \ ELEVATOR - SECTION A 7 -11' • • STAGE GLO5eT 1 ROOF TRUSS FUTURE ELEVATOR HOIST BEAM SUSPENDED CEILING GMU SHAFT WALL EXTEND TO UNDERSIDE OF ROOF SHEATHING FLOOR ASSEMBLY SLAB ON GRADE BOTTOM OF BEAM TOP OF FM FLR TEMPORARY SLAB /DECK FLOORS 0I TO BE REMOVED WHEN ELEVATOR 7 4 - IS INSTALLED. TOP OF SLAB TO MATCH HEIGHT OF ADJ FN FLR TOP OF FIN FLR TOP OF SLAB GMU SHAFT WALLS AAG BLOCK WALL i _,,,..•— t1STALL SWING DOOR NI 3' X 5' CLEAR ELEVATOR DOOR OPENING ELEVATOR -PLAN AT BASEMENT X ELEV +42. j ELEV +78.00' J.�... <....r.. EXTEND SHAFT WALLS TO UNDERSIDE OF ROOF SHEATHING W/ 2 x 4 STUDS W! 5/8'' TYPE X 6WB EA1 51 • FUTURE ELEVATOR HOIST BE / SCALE: 1/4" = r 0 LEASE SPACE MACHINE ROOM SLAB ON GRA SCALE: 1/4" = 1' -0" h 1 LEASE SPACE 6" AAC WALL --- STORAGE CLOSET STORAGE CLOSET ELEVATOR PIT 11 • • I • „rte. • �' S S • 3.4 3 ELEVATOR - SECTION 5 GMU SHAFT WALLS EXTEND TO BOTTOM OF FUTURE HOIST BEAM FLOOR ASSEMBLY BOTTOM OF BEAM TOP OF FIN FLR TEMPORARY SLAB /DECK FLOORS. p TOP OF SLAB TO MATCH HEIGHT OF ADJ FIN FLR TOP OF FIN FLR b I ect TOP OF SLAB -- ELEVATOR -PLAN AT FIRST FLOOR ELEV « ELEV +18.00' 1 NOTE: CONSTRUCT SHAFT FOR FUTURE ELEVATOR INCLUDING PIT AND HOISTINA`' EXTENDED TO UNDERSIDE OF ROOF SHEATHING. DESIGN 15 BASED UPON 2000# +-‘OLELESS HYDRAULIC UNIT BY THE OTIS ELEVATOR COMPANY. NORTH, EAST AND SOUTH WALLS SHALL BE 8" GMU. WEST WALL SHALL BE AAG BLOCK TO BE REMOVED DURING INSTALLAT!ON OF ELEVATORZ. APPROVED DEC 1p ZOO As Au Dht h'• 1 i NEKTON ASSOCIATE ARCHITECT 12213 SEATTLE. (206) (206) NewtonAssocfotesecomo DENSMORE AVE . N. WA 98133 363 -5806 364 -6498 FAx' DATE PERMIT SET 8/8/03 FV riry rvito till UG11 nr TER 3r+EET A3 OF • ALLOW FOR FUTURE FINISH MATERIALS GOPIE z i Tr- COUNTER W/ CABINETS BELO RECESS FOR FOLDIN� SECURITY GATE 3' 5' -4" DUCT CORRIDOR PLAN -FIRST FLOOR SCALE: 1/4" = 1' -O" 2' -2" MAL ROOM SCALE: 1/4" = r -0" 1 -1 s'GLOSET MEN S I -1 %,, 2 ,_ & ' a L MOP SINK L ANIITOR GORRIDOft F iNoMEN " OC W z ♦+ 0 0 9 STAFF 1 ,_ 6 „ MIN 1 SINK I d r 6' HIGH PARTITIONS 4" AAC BLOCK W/ HDWD GAP SOFFIT ABOVE RECEPTION WPW W/ ONE -HOUR COUNTER FIRE DOOR . MAIL ROOM PLAN -FIRST FLOOR SCALE: 1/4" = 1 -0" 1 -2 y BRICK VENE 4 " I' NOTE: KITCHEN IS PROVIDED FOR USE BY OUTSIDE CATERERS. NO FOOD PREPARATION OR COOKING WILL OCCUR ON SITE. 2' z 0 w 1 STAGE ELEV +14 HD WD FLOOR 1- WARMING iJITGI4EN FINISHED GONG FLOOR 3-io y1'► R►MP DOWN . 5 1 -11 6” 6' QLOSgT 5 "5Q STL COL 3 y"± (SEE STRUGT L 1 1 1 ELEV •1800'; • •A SINK CENTERLINE OF DOOR 'CENTERLINE OF GOL RAISED HDWD MOULDING SEE DETAIL 11/A3.4.3 CENTERLINE OF STAGE ALIGNS WITH MIDPOINT BETW EEN COLUMNS BRICK ARCH ABOVE 1" TREAD . ELEV +18.00 BRICK PILASTER SERVING WINDOW AND SHELF W/ ROLL -DOWN SHUTTER SEE W/A3.3.5 (SIM) NOTES: SLOPE CONCRETE RAMP AT 1:12 MAX :PO MAX. WALL MOUNTED HANDRAILS BOTH SIDES OF RAMP WITH EXTENSIONS AS SHOINN. MOUNT 54" TO 38" ABOVE RAMP SURFACE AND 1 1/2" FROM WALL arc o LA DEC 10at %milli ► ' I RAMP, STAGE 4 KITCHEN PLAN - BASEMENT 5TEEL COLUMN W/ CLADDING BRICK SCALE: 3/4" : T- O" V4ALL SECTION G 12 — ]tl BRICK ARCH SEE DETAIL 8/A8.2 V +9194' TOP OF CO -\ GONG FLR h \ 1 pF TONE ELEV. +18.00' WALL SECTION B SCALE: 3/4" = 1'- 0" RIGID INSULATION INHERE HEIGHT IS LESS THAN 10" INTERIOR BRICK ARCH BEYON u, *NOTE SET SLOPE OF LOW ROOF PER DETAIL 9/A5.2 otc O I la tt is 0 BATT INWLATIO MAINTAIN r MIN CLEAR AIR SPACE ABOVE INSUL , ELEV. +102.21 ELEV +9 94' TOP OF GO TOP OF PLAT.. TOP OF GM N O ELEV. + 78.00' TOP OF Fl GONG FLR N .JOIST SEAT POCKET IN CMU PER STRUCT N \° 1 In FLOOR JOIST NOTE. CEMENTIOU5 SPRAY APPLIED FIREPROOFING ON COLUMNS, BEAMS, JOISTS AND UNDERSIDE OF STL DECKING WHERE INDICATED FOR ONE-HOUR PROTECTION (SEE A1.4) 12" CMU WALL PER STRUCT— SLAB ON GRAD VAPOR BARR FREE DRAINING - GRAVEL LINTEL BLOCK: 10" CMU AT MAN, 2 - 8" CMU ABOVE REINF_ PER STR •NOTE. LEASE SPACE TO BE LEFT UNFINISHED % 8 ' 4 � + 11 e ie R z SCALE: 3/4" : t- 0" PICLWNG TYPICAL NOTES 5 II AR AND MOISTURE BARRIER AT EXTERIOR GMU SURFACE 4 5" _ T•I'P I I WALL SECTION A ROO* TRUSS EXTEND TOP G4 ORD AT f:AVE AS SHOWN SHEATHI16 9 X S CONT. PLATE METAL ROOPII6 CONT. 2 x 4 SOFFIT SUPPORT NAIL TO 2 X 4 HANGER NAILED TO FACE OF EA RAFTER TAIL . --- GUTTER 5OFFIT WINIDGW BRICK VENEER ANCHOR TO GMU WALLS PER STRUCT stir TOP OF STONE FORM CORBEL TO SUPPORT VENEER HEIGHT VARIES TO FOLLOW GRADE REINF PER STRUCT CMU BONG? BEAM PER STRUCT GONG FOOTING D - -VENTED ALUM F BOT OF STON PRECAST STONE CORN 16" 4 1/2' IN/ ANCHO PER STRUCT . STEEL ANGLE CORNICE SUPPORT PRECAST STONE SILL 2" RIGID INSULATION BASE WALL FLASHING SEE DETAIL 6/ A3.4.1 GRADE HEIGHT VARIES - SEE CIVIL �n \ WATERPROOF MEMBRANE AT ALL BELOW GRADE WALLS FOOTING DRAM - NRAP HITH FILTER FABRIC AND SET IN GRAVEL ED GRAF' AND ADMI fro! Avenue Sou ,r ��. w u ) f! 4457 REGISTERED o ARCHITECJ W 1/6 (1 CD —1 �. te' - 1 - 0 . 2•( , 47f St A:?GARE ! R. NEWTON D CA 1 A r STATE OF WASHINGTON X W D `' ....1 u. rn -I nt DATE: PERMIT SET: 8/8/03 VG 20 3 .x+EET A 3 .3. 1 5TEEL COLUMN W/ CLADDING BRICK SCALE: 3/4" : T- O" V4ALL SECTION G 12 — ]tl BRICK ARCH SEE DETAIL 8/A8.2 V +9194' TOP OF CO -\ GONG FLR h \ 1 pF TONE ELEV. +18.00' WALL SECTION B SCALE: 3/4" = 1'- 0" RIGID INSULATION INHERE HEIGHT IS LESS THAN 10" INTERIOR BRICK ARCH BEYON u, *NOTE SET SLOPE OF LOW ROOF PER DETAIL 9/A5.2 otc O I la tt is 0 BATT INWLATIO MAINTAIN r MIN CLEAR AIR SPACE ABOVE INSUL , ELEV. +102.21 ELEV +9 94' TOP OF GO TOP OF PLAT.. TOP OF GM N O ELEV. + 78.00' TOP OF Fl GONG FLR N .JOIST SEAT POCKET IN CMU PER STRUCT N \° 1 In FLOOR JOIST NOTE. CEMENTIOU5 SPRAY APPLIED FIREPROOFING ON COLUMNS, BEAMS, JOISTS AND UNDERSIDE OF STL DECKING WHERE INDICATED FOR ONE-HOUR PROTECTION (SEE A1.4) 12" CMU WALL PER STRUCT— SLAB ON GRAD VAPOR BARR FREE DRAINING - GRAVEL LINTEL BLOCK: 10" CMU AT MAN, 2 - 8" CMU ABOVE REINF_ PER STR •NOTE. LEASE SPACE TO BE LEFT UNFINISHED % 8 ' 4 � + 11 e ie R z SCALE: 3/4" : t- 0" PICLWNG TYPICAL NOTES 5 II AR AND MOISTURE BARRIER AT EXTERIOR GMU SURFACE 4 5" _ T•I'P I I WALL SECTION A ROO* TRUSS EXTEND TOP G4 ORD AT f:AVE AS SHOWN SHEATHI16 9 X S CONT. PLATE METAL ROOPII6 CONT. 2 x 4 SOFFIT SUPPORT NAIL TO 2 X 4 HANGER NAILED TO FACE OF EA RAFTER TAIL . --- GUTTER 5OFFIT WINIDGW BRICK VENEER ANCHOR TO GMU WALLS PER STRUCT stir TOP OF STONE FORM CORBEL TO SUPPORT VENEER HEIGHT VARIES TO FOLLOW GRADE REINF PER STRUCT CMU BONG? BEAM PER STRUCT GONG FOOTING D - -VENTED ALUM F BOT OF STON PRECAST STONE CORN 16" 4 1/2' IN/ ANCHO PER STRUCT . STEEL ANGLE CORNICE SUPPORT PRECAST STONE SILL 2" RIGID INSULATION BASE WALL FLASHING SEE DETAIL 6/ A3.4.1 GRADE HEIGHT VARIES - SEE CIVIL �n \ WATERPROOF MEMBRANE AT ALL BELOW GRADE WALLS FOOTING DRAM - NRAP HITH FILTER FABRIC AND SET IN GRAVEL .. »* •$ . 1.' .. 10" GM (TO KEEP AIR SPACE TO 3' MAx) TOP OF FIN GONG SLAB ELEV. +'78.00' 12 SCALE: 3/4" • f- O" FRIGID INSULATION AT LOW ROOF CONDITIONS 1. WALL SECTION G TOP OF GONG ELEV. + • 'TOP OF RECESSED SLAB ELEV. +1 • ELEV. +102.2f TOPOF PL ALL STONE TRIM STONE FACING WOOD MOULDING STEEL PAN TREAD W/ LT NT GONG FILL 5T EE_ CHANNEL STRINGER STONE YVOOD IMOUL DI TOP OF FLOOR $EYOND SCALE: 3/4" • BOND BEAM PER STRUCT 8" GMU BRICK WALL SECTION F RIGID INSULATION FILL CAVITY FULL BELOW GRADE STL FLOOR JOISTS ELEV. +102.2f TOPOF PLAT TOP OF FIN FLS. ELEV. + TOPOF SLA ELEV. + GEMENTIOUS FIREPROOFING SPRAY APPLIED TO UNDER- SIDE OF STL DECKING, TO STL JOISTS AND ALL SUPPORT- ING MEMBERS. TYP AT ONE- HOUR CONSTRUCTION TOP OF FIN FLR ELEV. +78.00 5LAB TOP OF REGE55ED ELEV. +`7 9 4 0 n \� 6 SUSPENDED G PLASTE STONE FACING AND TRIM WOOD SILL STONE FACING AND TRIM STONE TILE ON RECESSED SLA 0: t2. E tra ti ,I �I ,fi — $ =1 II�II i ff 5" MN (TYP SCALE: 3/4" • i'• O" 2 ), I, • TrTrt 4" GMU 8" GMU WINDOW FTC. 5" TYP GONG. BEAM WALL SECTION E CAST STONE SILL 3" RIGID INSULATION BELOW GRADE • CAST STONE GAP RUBBLE STONE FACING ANCHOR TO CMU PER STRUCT 5 " ELEV. +88.5' SCALE: 3/4" • r- ON .... ..r ►fir' ^n..•••.. _I • • ELEV +qi. - T FLASHING X WALL SECTION D k GONG SIDEWALK " CMU WALL 12" GMU WALL TO FOOTING FREE DRAINING FILL PER SOILS ENGINEER'S RECOMMENDATIONS COY OFj A APrkO DEC 10 2603 As hth :. K , •a . . ..+r .,. . «.9.... • : • � :A :..ter- �. ..-.4 w.�.•.•• • kS: 4 • GRAFI ID A'M avenue soul NEWTON ASSOCIATES ARCHITECTS 12213 D DENSMORE AVE. N. � V) !1! 4457 REGISTERED m ARCHITECT � , v , A D � § -� 0 O —I ARCARET P. NEWTON )0 To. z \ TATEOANGTON X < rn DATE: PERMIT SET: 8/8/03 • ice AUG i 1..t0? PolutT cameo SHEET •$ . 1.' .. 10" GM (TO KEEP AIR SPACE TO 3' MAx) TOP OF FIN GONG SLAB ELEV. +'78.00' 12 SCALE: 3/4" • f- O" FRIGID INSULATION AT LOW ROOF CONDITIONS 1. WALL SECTION G TOP OF GONG ELEV. + • 'TOP OF RECESSED SLAB ELEV. +1 • ELEV. +102.2f TOPOF PL ALL STONE TRIM STONE FACING WOOD MOULDING STEEL PAN TREAD W/ LT NT GONG FILL 5T EE_ CHANNEL STRINGER STONE YVOOD IMOUL DI TOP OF FLOOR $EYOND SCALE: 3/4" • BOND BEAM PER STRUCT 8" GMU BRICK WALL SECTION F RIGID INSULATION FILL CAVITY FULL BELOW GRADE STL FLOOR JOISTS ELEV. +102.2f TOPOF PLAT TOP OF FIN FLS. ELEV. + TOPOF SLA ELEV. + GEMENTIOUS FIREPROOFING SPRAY APPLIED TO UNDER- SIDE OF STL DECKING, TO STL JOISTS AND ALL SUPPORT- ING MEMBERS. TYP AT ONE- HOUR CONSTRUCTION TOP OF FIN FLR ELEV. +78.00 5LAB TOP OF REGE55ED ELEV. +`7 9 4 0 n \� 6 SUSPENDED G PLASTE STONE FACING AND TRIM WOOD SILL STONE FACING AND TRIM STONE TILE ON RECESSED SLA 0: t2. E tra ti ,I �I ,fi — $ =1 II�II i ff 5" MN (TYP SCALE: 3/4" • i'• O" 2 ), I, • TrTrt 4" GMU 8" GMU WINDOW FTC. 5" TYP GONG. BEAM WALL SECTION E CAST STONE SILL 3" RIGID INSULATION BELOW GRADE • CAST STONE GAP RUBBLE STONE FACING ANCHOR TO CMU PER STRUCT 5 " ELEV. +88.5' SCALE: 3/4" • r- ON .... ..r ►fir' ^n..•••.. _I • • ELEV +qi. - T FLASHING X WALL SECTION D k GONG SIDEWALK " CMU WALL 12" GMU WALL TO FOOTING FREE DRAINING FILL PER SOILS ENGINEER'S RECOMMENDATIONS COY OFj A APrkO DEC 10 2603 As hth :. K , •a . . ..+r .,. . «.9.... • : • � :A :..ter- �. ..-.4 w.�.•.•• • kS: 4 • DUCT DONNE TiON "r0 LOUVER PER MECHANICAL TOP OF FIN FLR ELEV. +18.00' TOPOF CON ELEV. +11.8 HALLWAY 0 •0017 TRUSS 48" W x 24" H LOUVER PER IMECHANICAL —INSULATION CAST STONE CORNICE BRICK SOLDIER COURSE STEEL ANGLE TRASH /RECYCLING PLYWOOD (INSUL . PRO — ECTION) CMU WALL Y'4ALL SECTION J SCALE: 3/4" = T- 0" BRICK SOLDIER COURSE • • • • S S 4 I • I • l TRASH /RECYCLING M' s • • • • D 42" HIGH GUARDR 1i S 1 0 I i 0 s s �— y ,1 L i Pir S F 0 4 i ote i I■% SCALE: 3/4" s T- d" ROOF DE VENTED SOFFIT PANEL SERVICE PORCH WALL SECTION 1 • : :, /If/ // / /I 1/2' x 3" STL POST ANCHOR SIMILAR TO DETAIL 14/A5 ALLOW CLEARANCE FOR ROOF FLASHING FLASHING ROOFING INSULATION • S N • S .1 I STONE TILE AT LOBBY CERAMIC TILE AT TOILET ROOMS AND CARPET AND PAD ELSEWHERE TOP OF FIN FLR ELEV. +32.00' TOP OF CO ELEV. +g1.c14' RAMP GONG RAMP TO STAGE TOP OF FIN FLR ELEV. +18.00 4 ■• NI SERVICE PORCH SLOPE 255 VC e BRICK VENEER INTERIOR GONG SLAB /DECK BRICK SOLDIER COURSE ON ONE COURSE RUNNING BOND in GONG SLAB /DECK TOPOF GONG ELEV. + RIGID INSULATION >f; BRICK VENEER T TRASH RE BEYOND - SCALE: 3/4" = 1'- 0 VENTED SOFFIT PANEL PROVIDE SUPPORT JOISTS AT 4' -0" O.G. PERPENDICULAR TO SOFFIT PANELS WALL SECTION H 0 6 TOP OF PAVERS AT HIGH POINT 42" HIGH GUARDRAIL SEE DETAILS ON A3.4.2 STONE PAVERS SET N MORTAR BED. SLOPE TO DRAINS. ELEVATION OF HIGH POINT OF PAVERS TO HATCH FIN FLR HEIGHT ELEV }42.00' RAILING STONE PAVERS ON VERTICAL FACE OF SLAB CAST STONE CORNICE 10" GMU WALL GONG SLAB PER STRUCT C•' 1O" APPROVI. DEC 1 0 2Cr'43 14 wall BRICK SOLDIER COURSE ... '... . AI's' 1•!0 • Vows .A. -... . U • 0 I ED GRaF' AND ADMI ?nd Averve Sou . . NEWTON . ASSOCIATES ARCHITECTS 12213 DENSMORE AVE. N. SEATTLE, HA 18133 (206) 363 -5806 (206) 364 -6448 FAX Ne,1,tonAssocioues®comcast net 4 • 4457 REGISTERED ARCHIT CT •T F ARGARET R. NEWTON STATE OF WASHINGTON DATE: PERMIT SET: D /b /O.. S+4EE r A 3.3.3 DUCT DONNE TiON "r0 LOUVER PER MECHANICAL TOP OF FIN FLR ELEV. +18.00' TOPOF CON ELEV. +11.8 HALLWAY 0 •0017 TRUSS 48" W x 24" H LOUVER PER IMECHANICAL —INSULATION CAST STONE CORNICE BRICK SOLDIER COURSE STEEL ANGLE TRASH /RECYCLING PLYWOOD (INSUL . PRO — ECTION) CMU WALL Y'4ALL SECTION J SCALE: 3/4" = T- 0" BRICK SOLDIER COURSE • • • • S S 4 I • I • l TRASH /RECYCLING M' s • • • • D 42" HIGH GUARDR 1i S 1 0 I i 0 s s �— y ,1 L i Pir S F 0 4 i ote i I■% SCALE: 3/4" s T- d" ROOF DE VENTED SOFFIT PANEL SERVICE PORCH WALL SECTION 1 • : :, /If/ // / /I 1/2' x 3" STL POST ANCHOR SIMILAR TO DETAIL 14/A5 ALLOW CLEARANCE FOR ROOF FLASHING FLASHING ROOFING INSULATION • S N • S .1 I STONE TILE AT LOBBY CERAMIC TILE AT TOILET ROOMS AND CARPET AND PAD ELSEWHERE TOP OF FIN FLR ELEV. +32.00' TOP OF CO ELEV. +g1.c14' RAMP GONG RAMP TO STAGE TOP OF FIN FLR ELEV. +18.00 4 ■• NI SERVICE PORCH SLOPE 255 VC e BRICK VENEER INTERIOR GONG SLAB /DECK BRICK SOLDIER COURSE ON ONE COURSE RUNNING BOND in GONG SLAB /DECK TOPOF GONG ELEV. + RIGID INSULATION >f; BRICK VENEER T TRASH RE BEYOND - SCALE: 3/4" = 1'- 0 VENTED SOFFIT PANEL PROVIDE SUPPORT JOISTS AT 4' -0" O.G. PERPENDICULAR TO SOFFIT PANELS WALL SECTION H 0 6 TOP OF PAVERS AT HIGH POINT 42" HIGH GUARDRAIL SEE DETAILS ON A3.4.2 STONE PAVERS SET N MORTAR BED. SLOPE TO DRAINS. ELEVATION OF HIGH POINT OF PAVERS TO HATCH FIN FLR HEIGHT ELEV }42.00' RAILING STONE PAVERS ON VERTICAL FACE OF SLAB CAST STONE CORNICE 10" GMU WALL GONG SLAB PER STRUCT C•' 1O" APPROVI. DEC 1 0 2Cr'43 14 wall BRICK SOLDIER COURSE ... '... . AI's' 1•!0 • Vows .A. -... . U • 0 I 4- s ._.r.. • • SCALE: 3/4" t - O" 1 1 L • WALL SECTION ,X of TOP OF P VIERS ELEV. 15.00 SCALE: 3/4" : 1- O" 11 111111 11111 MEETING HALL S ENTRY WALL SECTION M • WIOOG TRVS •111,==11.m.,.. �,• A . • I • u /,,,Uy it 4,U 00. ngl,,,i,!.,4a,� 90 „L,,.,IU qno, lb .... q ■ P • .. ...• /01,.1,1,,., ii,,.,,, 01,,.,,..,, ASINash SCALE: 3/4” I t- O" f J r -I. . .11M•111■••1111_ WALL SECTION L METAL ROOFING GAST STONE CORNICE BRICK ARCH SEE WALL SECTION C ON SHEET A3.3.1 NOTE. PLATE HEIGHTS SAME AT GABLE ENTRY TO LEASE SPACE 2% SLOPE 1111= ll 11 =1I =1f _IT= II =r X1 — II - 11- i 11-11 — II I i &ABLE RAKE FLASHING TO MATCH ROOF TOP OF PLATE O I- CONT. VENT PLA GYPSUM ARCH AND COL BEYON T OF BOND BEA GUARDRA ENTRY BRIDGE FINISH ON FFIT B 5TONE PAVER GONG SLAB AND DECK P SUNKEN COURTYARD GAST STONE LINTEL AT +(SABLE END BEYOND L 1 1 SCALE: 3/4" S t- a 1 1 1 r — ' ' 1 1 J WALL SECTION K METAL ROOPN■ ROOF TRUSS -CAST STONE LINTEL - ALIGN SOTTO _ WITH BOTTOM OF SLOPED CORNICE GABLE END AS SHOWN (NOTE THAT LINTEL HEIGHT VARIES FROM TYPI..A —BRICK VENEER $' GMU WALL • p p r I p &ABLE RAKE FLASHING A'' LINTEL EXTENSION BEYOND CMU BOND BEAM STL ANGLE SUPPORT NOTE. NO GUTTER AT THIS CONDITION --- BRICK COLUMN BEYOND TOP OF SIDEWALK BEYOND GRADE ADJACENT TO SIDEWALK cn ofTij *No+ o DEC 10 2603 AS wig FOOTING BEYOND TOP OF LINTEL 4- BOT OF LINTEL TOP OF RETAINING WALL AT SUNKEN COURTYARD FLOOR LEVEL AT LOBBY �.. • 1 Y • :11 "• ""'1 "'1.! ..t.. 111.. - • m IL 4 T 0 N 14 NEY'ITON ASSOCIATES ARCHITECTS 12213 SEATTLE, (206) (206) NowtonA550GiC�fie DENSMORE AVE. INA 48133 363 -:806 364 6»+ ^O FAX ;.ortir. • N. . . a5t.n6 DATE: PERMIT SET: 8/5/03 ot AUG 1 1 2 003 a rt cant St+EE T A • 4- s ._.r.. • • SCALE: 3/4" t - O" 1 1 L • WALL SECTION ,X of TOP OF P VIERS ELEV. 15.00 SCALE: 3/4" : 1- O" 11 111111 11111 MEETING HALL S ENTRY WALL SECTION M • WIOOG TRVS •111,==11.m.,.. �,• A . • I • u /,,,Uy it 4,U 00. ngl,,,i,!.,4a,� 90 „L,,.,IU qno, lb .... q ■ P • .. ...• /01,.1,1,,., ii,,.,,, 01,,.,,..,, ASINash SCALE: 3/4” I t- O" f J r -I. . .11M•111■••1111_ WALL SECTION L METAL ROOFING GAST STONE CORNICE BRICK ARCH SEE WALL SECTION C ON SHEET A3.3.1 NOTE. PLATE HEIGHTS SAME AT GABLE ENTRY TO LEASE SPACE 2% SLOPE 1111= ll 11 =1I =1f _IT= II =r X1 — II - 11- i 11-11 — II I i &ABLE RAKE FLASHING TO MATCH ROOF TOP OF PLATE O I- CONT. VENT PLA GYPSUM ARCH AND COL BEYON T OF BOND BEA GUARDRA ENTRY BRIDGE FINISH ON FFIT B 5TONE PAVER GONG SLAB AND DECK P SUNKEN COURTYARD GAST STONE LINTEL AT +(SABLE END BEYOND L 1 1 SCALE: 3/4" S t- a 1 1 1 r — ' ' 1 1 J WALL SECTION K METAL ROOPN■ ROOF TRUSS -CAST STONE LINTEL - ALIGN SOTTO _ WITH BOTTOM OF SLOPED CORNICE GABLE END AS SHOWN (NOTE THAT LINTEL HEIGHT VARIES FROM TYPI..A —BRICK VENEER $' GMU WALL • p p r I p &ABLE RAKE FLASHING A'' LINTEL EXTENSION BEYOND CMU BOND BEAM STL ANGLE SUPPORT NOTE. NO GUTTER AT THIS CONDITION --- BRICK COLUMN BEYOND TOP OF SIDEWALK BEYOND GRADE ADJACENT TO SIDEWALK cn ofTij *No+ o DEC 10 2603 AS wig FOOTING BEYOND TOP OF LINTEL 4- BOT OF LINTEL TOP OF RETAINING WALL AT SUNKEN COURTYARD FLOOR LEVEL AT LOBBY �.. • 1 Y • :11 "• ""'1 "'1.! ..t.. 111.. - • m IL 4 T 0 N 14 t ROOF 314E HIN PLYWD R OIAPHRAM r 4E7 NAILING PT 5TR.J - - -� 3 X PLATE WITH ANCHOR BOLTS PER STRUGT CML' LINTEL Bi..00K 1N/ REINF PER STRuCrT-- LEASE SPACE GONG SLAB AND DEG ANGLE SUPPORtS PER STRUCT � 8" GMU SHEAR wAL:_. PER STRUGT STORAGE SPACE GONG. SLAB-- &GALE. 3/4' = 1' - 0" SHEAR WALL ONE -HOUR •. • • • •• • •• • r • • OVER FRAMING PER STRUGT PLY/ND SHEAR DIAI°HRAM PER STRUGT SOLID BLOC TOILET ROOM TOILET ROOM GER AMIC TILE RECESS SLAB '�- .-.-- THICKENED SLAB PER STRUGT WALL SECTION 5 fst S TOP • PL pa AFT STOP: MN 1/2' &WS ON 2 x 4 STUDS. NOTCH AROUND TRUSS MEMBERS. FILL VOIDS W/ NON - COMBUSTIBLE MATER:A_ 1 -HOUR CEILING: 2 LAYERS 5/8" TYPE x GWB. EXTEND BELOW 2 x S PLATE \ PIN GL6 PLASTER- BRICK SOLDIER COURSE BRICK SOLDIER COURSE STONE TILE TOP OF GONG ELEV + STONE TILE RECESS SLAB NOTE: SEE INTERIOR ELEVATIONS FOR BRICK DESIGN LOBBY BRICK VENEER ANCHOR TO AAC PER MFR'S RECOMMENDATIONS- 1/4" x 3" x 6" x 12" . LONG (LLV) ANGLE 0 6' -O" D.G. EACH SIDE OF WALL 1 31 4 GONT. HORIZ REINF N SOLID GROUTED AAC "J" BLOCK * 6" AAC BLOCK WALL. HOLD 1 1/2" BELOW JOISTS EXTEND TO 1 1/2" BELOW PECK BETWEEN FLOOR JOISTS. FIRESTOP ALL GAPS FOR ONE -HOUR PROTECTION V1400D COVE MOUL SEE A3.42 FOR DETAILS STONE TRI STONE FACING PANEL LOBBY STONE BASE TRI 4' ROOF SHEATHING ROOF TRUSS SOFFIT OFFICE PLASTER ( CARPET 4 PAD r . SCALE: 3/4' s 1 • O TOP WALL BRACING PER SECT ON T PLASTER . MEETING HALL OCCUPANGY SEPARATION HALL ONE-HOUR BRiGK SOLDIER COURSE NOTCH+ AS SHOW LOBBY STONE TILE DUCT PER MECHANICAL PLASTER SOFFIT SEE SECTION AA FOR DIMENSIONS p — BRICK PAVER BASE CONC SLAB STAINED AND SEALED *TYPICAL TOP OF WALL BRACING CONDITION 'FOR WALLS PERPENDICULAR TO JOISTS TOILET ROOM NOTE: SEE WALL SECTION R AT LEFT FOR ADM NOTES WALL AT RECEPTION WINDOW ONE -HOUR SCALE: 3/4 " =T -O" a a v, A 4 c 'PLUMBING WALL ONE -HOUR SCALE: 3 /4" =T - , i ; • / 4 a .4 VALL SECTION W ELD UPPER ANGLE TO DECK AND LOWER TO UPPER ANGLE DOUBLE AAC BLOCK WALL BRACE PER SECTION R. EXTEND ONE WALL TO 1 1/2" BELOW DECK BETWEEN JOISTS. PIRESTOP GAPS TILE TRIM TOILET ROOM 1 ? ; CERAMIC TILE RECESS SLAB '1 1/2' • 2 x4WAL ,. BRACE • 36' O.G. - ALTERNATE SIDES 1 -HOUR (MN) ROLL -UP COUNTER FIRE DOOR SOFFIT FRAMING PLASTER CERAMIC TILE TOILET ROOM V $d NAILS • b" O.G BLOCKING, , PLUMBING WALL NON -RATED :SCALE: 3/4" = 1' - O" TOILET ROOM SCALE: 3/4" s 1' - 0" d • WALL AT SOFFIT ONE -HOUR r �. • • • • a AAC If BLOCK HEADER FULLY GROUTED W/ (2) *4 REBAR P,.ASTER SOFFIT HALL l 4• WALL SEC.TION R WALL SECTION Q kMALL SECTION P � � g 4 WD 15LOGKIN6 AT EA BRACE SIMPSON A34 AT EA BLOCK 2 x 6 WD PLATE W/ 1/2" 0 ANCHOR BOLTS • 4A' O.G. 1 GONT. HORIZ REINF IN 50LIP GROUTED AAC 'V BLOCK NOTE: TOP BRACING TYPICAL FOR WALLS PARALLEL. TO TRUSSES. BRACING OF SECOND WALL OF PLUMBING CHASE NOT SHOWN FOR CLARITY TOILET ROOM i '3- 6" AAC BLOCK NOTE: ENTIRE FLOOR '5 SPRINKLERED. CORRIDOR 15 OF NON -RATED CONSTRUCTION CORRIDOR SCALE: 3 /4 "= 1' -O" 5TL PLATE W/ HEADED STUD WELD TO DECK PER STRUGT 2 x WD LEDGER W/ 6" GMU SHEAR WALL 1/2 "c THREDED RODS PER STRUGT. EPDXIED INTO AAC W/ HILT( 4-I•150 EPDXY 36 "0 "MIN EMBEDMENT PLASTER HALL STONE TILE M MORTAR BED RECESS SLAB 1 1/ a EGAt_E: 3/4" s 1' - O' TYPICAL CORRIDOR WALL NON -RATED SHEAR WALL AT STAGE ONE -HOUR • C M O f PIPIIOVED nEClo IBS BRICK VENEER SEE INTERIOR ELEVATIONS MEETING HALL 2 x 12JOISTS 16" O.G. 2 x SLEEPER IN/ SHIM THICKENED SLAB PER STRUCT. 1/2" 0 THROU614 BOLT BOTTOM CHORD OF ROOF TRUSS 2x6 WG PLATE W/ 1/2" m ANCHOR BOLTS • 48" O.G. PLASTER. EXTEND ABOVE 5U5P CLG NOTE: CEI_ING HEIGHTS VARY SEE ROOM REFLECTED CEILING PLAN CLEAR AIR SPACE PROVIDE FIRESTOPPING IN CAVITIES BETWEEN PLATE AND STL DECK 1/4" x 3" x 6" x 12" LONG (LLV) ANGLE ® 4' -0" O.G ALTERNATE SIDES OF WALL WHERE WALL FINISH tS PLASTER :XTEND ABOVE SUSF CL HDWD STAGE FLOOR FLOOR FINISH SEE ROOM FINISH 3/4" PL`rWD SCHEDULE 1 TYPICAL PARTITION NON -RATED WALL SECTION fir' WALL SECTION U WALL SECTION SCALE: 3/4" = 1' - 0" WALL FINISH SEE ROOM FINISH SCHEDULE TYPICAL WALL ONE -HOUR WALL SECTION 0 WALL SECTION N I 1)49 SCALE: 3/4' a T • a ROOM ROOM • NOTE TOP WALL BRACING TYPICAL FOR W ALLS PERPENDICULAR TO TRUSSES 1 /4 "X3 "X9 "X 9' LON& (LLV) ANGLE • 48" O.G. W/ 2 3/4" SLOTTED HOLE 2 -3/8" ,c 7 LONG, LAG BOLTS AT EA ANGLE 104 GONT HORIZ REINF N SOLID &ROUTED AAC "U" BLOCK SUSP CLG 6' AAC BLOCK (6 "Wx " H x 24" L) 3/8" +/- LEVELING MORTAR BED GONG. ON 6TL DECK GONG, AND STL DECK FLOOR JOISTS S SUSF. CLG. HEIGHT VARIES SEE REFLECTED CEILING PLAN 6" AAC BLOCK (6 "Wx8 "Hx24 "L 3/8" +/- LEVELING MORTAR BED CONC. SLAB HEIGHT VARIES 5EE FLOOR PLAN • I, • 9 •r 7 GRAF ND ADMI Avenue soy NEWTON ASSOCIATES ARCHITECTS 12213 DENSMORE AVE N. SEATTLE, WA c18133 (206; 363 -5806 (206) 364 -6488 FAX Ner4tonAssoctotesftcomcost.net 4 4451 REGISTERED ARCHIT CT M CARET R. NEWTON STATE OF WASHINGTON DATE: PERMIT SET: b /5/03 • AUG 1 1 ` 0;; i IT 5tiEE T A 3.3.5 t ROOF 314E HIN PLYWD R OIAPHRAM r 4E7 NAILING PT 5TR.J - - -� 3 X PLATE WITH ANCHOR BOLTS PER STRUGT CML' LINTEL Bi..00K 1N/ REINF PER STRuCrT-- LEASE SPACE GONG SLAB AND DEG ANGLE SUPPORtS PER STRUCT � 8" GMU SHEAR wAL:_. PER STRUGT STORAGE SPACE GONG. SLAB-- &GALE. 3/4' = 1' - 0" SHEAR WALL ONE -HOUR •. • • • •• • •• • r • • OVER FRAMING PER STRUGT PLY/ND SHEAR DIAI°HRAM PER STRUGT SOLID BLOC TOILET ROOM TOILET ROOM GER AMIC TILE RECESS SLAB '�- .-.-- THICKENED SLAB PER STRUGT WALL SECTION 5 fst S TOP • PL pa AFT STOP: MN 1/2' &WS ON 2 x 4 STUDS. NOTCH AROUND TRUSS MEMBERS. FILL VOIDS W/ NON - COMBUSTIBLE MATER:A_ 1 -HOUR CEILING: 2 LAYERS 5/8" TYPE x GWB. EXTEND BELOW 2 x S PLATE \ PIN GL6 PLASTER- BRICK SOLDIER COURSE BRICK SOLDIER COURSE STONE TILE TOP OF GONG ELEV + STONE TILE RECESS SLAB NOTE: SEE INTERIOR ELEVATIONS FOR BRICK DESIGN LOBBY BRICK VENEER ANCHOR TO AAC PER MFR'S RECOMMENDATIONS- 1/4" x 3" x 6" x 12" . LONG (LLV) ANGLE 0 6' -O" D.G. EACH SIDE OF WALL 1 31 4 GONT. HORIZ REINF N SOLID GROUTED AAC "J" BLOCK * 6" AAC BLOCK WALL. HOLD 1 1/2" BELOW JOISTS EXTEND TO 1 1/2" BELOW PECK BETWEEN FLOOR JOISTS. FIRESTOP ALL GAPS FOR ONE -HOUR PROTECTION V1400D COVE MOUL SEE A3.42 FOR DETAILS STONE TRI STONE FACING PANEL LOBBY STONE BASE TRI 4' ROOF SHEATHING ROOF TRUSS SOFFIT OFFICE PLASTER ( CARPET 4 PAD r . SCALE: 3/4' s 1 • O TOP WALL BRACING PER SECT ON T PLASTER . MEETING HALL OCCUPANGY SEPARATION HALL ONE-HOUR BRiGK SOLDIER COURSE NOTCH+ AS SHOW LOBBY STONE TILE DUCT PER MECHANICAL PLASTER SOFFIT SEE SECTION AA FOR DIMENSIONS p — BRICK PAVER BASE CONC SLAB STAINED AND SEALED *TYPICAL TOP OF WALL BRACING CONDITION 'FOR WALLS PERPENDICULAR TO JOISTS TOILET ROOM NOTE: SEE WALL SECTION R AT LEFT FOR ADM NOTES WALL AT RECEPTION WINDOW ONE -HOUR SCALE: 3/4 " =T -O" a a v, A 4 c 'PLUMBING WALL ONE -HOUR SCALE: 3 /4" =T - , i ; • / 4 a .4 VALL SECTION W ELD UPPER ANGLE TO DECK AND LOWER TO UPPER ANGLE DOUBLE AAC BLOCK WALL BRACE PER SECTION R. EXTEND ONE WALL TO 1 1/2" BELOW DECK BETWEEN JOISTS. PIRESTOP GAPS TILE TRIM TOILET ROOM 1 ? ; CERAMIC TILE RECESS SLAB '1 1/2' • 2 x4WAL ,. BRACE • 36' O.G. - ALTERNATE SIDES 1 -HOUR (MN) ROLL -UP COUNTER FIRE DOOR SOFFIT FRAMING PLASTER CERAMIC TILE TOILET ROOM V $d NAILS • b" O.G BLOCKING, , PLUMBING WALL NON -RATED :SCALE: 3/4" = 1' - O" TOILET ROOM SCALE: 3/4" s 1' - 0" d • WALL AT SOFFIT ONE -HOUR r �. • • • • a AAC If BLOCK HEADER FULLY GROUTED W/ (2) *4 REBAR P,.ASTER SOFFIT HALL l 4• WALL SEC.TION R WALL SECTION Q kMALL SECTION P � � g 4 WD 15LOGKIN6 AT EA BRACE SIMPSON A34 AT EA BLOCK 2 x 6 WD PLATE W/ 1/2" 0 ANCHOR BOLTS • 4A' O.G. 1 GONT. HORIZ REINF IN 50LIP GROUTED AAC 'V BLOCK NOTE: TOP BRACING TYPICAL FOR WALLS PARALLEL. TO TRUSSES. BRACING OF SECOND WALL OF PLUMBING CHASE NOT SHOWN FOR CLARITY TOILET ROOM i '3- 6" AAC BLOCK NOTE: ENTIRE FLOOR '5 SPRINKLERED. CORRIDOR 15 OF NON -RATED CONSTRUCTION CORRIDOR SCALE: 3 /4 "= 1' -O" 5TL PLATE W/ HEADED STUD WELD TO DECK PER STRUGT 2 x WD LEDGER W/ 6" GMU SHEAR WALL 1/2 "c THREDED RODS PER STRUGT. EPDXIED INTO AAC W/ HILT( 4-I•150 EPDXY 36 "0 "MIN EMBEDMENT PLASTER HALL STONE TILE M MORTAR BED RECESS SLAB 1 1/ a EGAt_E: 3/4" s 1' - O' TYPICAL CORRIDOR WALL NON -RATED SHEAR WALL AT STAGE ONE -HOUR • C M O f PIPIIOVED nEClo IBS BRICK VENEER SEE INTERIOR ELEVATIONS MEETING HALL 2 x 12JOISTS 16" O.G. 2 x SLEEPER IN/ SHIM THICKENED SLAB PER STRUCT. 1/2" 0 THROU614 BOLT BOTTOM CHORD OF ROOF TRUSS 2x6 WG PLATE W/ 1/2" m ANCHOR BOLTS • 48" O.G. PLASTER. EXTEND ABOVE 5U5P CLG NOTE: CEI_ING HEIGHTS VARY SEE ROOM REFLECTED CEILING PLAN CLEAR AIR SPACE PROVIDE FIRESTOPPING IN CAVITIES BETWEEN PLATE AND STL DECK 1/4" x 3" x 6" x 12" LONG (LLV) ANGLE ® 4' -0" O.G ALTERNATE SIDES OF WALL WHERE WALL FINISH tS PLASTER :XTEND ABOVE SUSF CL HDWD STAGE FLOOR FLOOR FINISH SEE ROOM FINISH 3/4" PL`rWD SCHEDULE 1 TYPICAL PARTITION NON -RATED WALL SECTION fir' WALL SECTION U WALL SECTION SCALE: 3/4" = 1' - 0" WALL FINISH SEE ROOM FINISH SCHEDULE TYPICAL WALL ONE -HOUR WALL SECTION 0 WALL SECTION N I 1)49 SCALE: 3/4' a T • a ROOM ROOM • NOTE TOP WALL BRACING TYPICAL FOR W ALLS PERPENDICULAR TO TRUSSES 1 /4 "X3 "X9 "X 9' LON& (LLV) ANGLE • 48" O.G. W/ 2 3/4" SLOTTED HOLE 2 -3/8" ,c 7 LONG, LAG BOLTS AT EA ANGLE 104 GONT HORIZ REINF N SOLID &ROUTED AAC "U" BLOCK SUSP CLG 6' AAC BLOCK (6 "Wx " H x 24" L) 3/8" +/- LEVELING MORTAR BED GONG. ON 6TL DECK GONG, AND STL DECK FLOOR JOISTS S SUSF. CLG. HEIGHT VARIES SEE REFLECTED CEILING PLAN 6" AAC BLOCK (6 "Wx8 "Hx24 "L 3/8" +/- LEVELING MORTAR BED CONC. SLAB HEIGHT VARIES 5EE FLOOR PLAN • I, • 9 •r j /2 , , :4, , v/'' / / N NEWTON ASSOCIATES ARCHITECTS 12213 SEATTLE, (206) (206) NewtonAssociates.comcaskne • - PENSMORE AVE. N. WA 0 18133 363 -5806 ' 364 -6018 FAX c T ' DATE: PERMIT SET: 8/8/03 ropy AUG I 1 '?dn 0 SI" ►EE t _ A 3 • 4 • 1 j /2 , , :4, , v/'' / / N .,,,A, ;1 6 � \ x`\ A v " _ v 7 . , ./.." • W1 '//f7 • • 1 / • • ,� , AI a? morel i sereromil V a ■ ...i -... .��� . .:. s ... G i.:... .... 211111. / /y X j 4 A /41 WA1 ,„ WALL BASE FLASHING AT STONE VENEER DETAIL 0 SCALE: 1 -1/7 s 1 - 0 " p r /e,' COLUMN AT ARCHED WINDOWS — BELOW SILL DETAIL SCALE: 1 -1/2" = 1' - 0" WALL BASE FLASHING — TYPICAL DETAIL SCALE: 1 -1/2" = 1' - 0" DETAIL 0 SCALE: 1 -1/2" s 1 - O' 6" GMU WALL BELOW WINDOWS 10" C COLUMN INTERIOR BRICK VENEER OIIITLINE OF SILL ABOVE OUTLINE or SILL fkBOVE EXTERIOR BRICK VENEER STEP BACK 4" UNDER WINDOWS —RIGID INSULATION - FILL CAVITY BELOW GRADE RIGID INSULATION - NOTCH AROUND FLASHING SHEET METAL FLASHING SET INTO MORTAR JOINT , OVERLAP MEMBRANE 2" MIN. WATERPROOF MEMBRANE, ADHEASIVE - BACKED BAFFLED, GROUT -FREE HEAD JOINT AT EVERY THIRD JOINT SHEET METAL FLASHING TURNED UP AT GMU WALL. SLOPE MORTAR BED UNDER FLASHING GMU HEADER VENTED MTL SOFFIT PANEL- 4, COLUMN AT ARCHED WINDOWS — ABOVE SILL DETAiL SCALE: 1 -1/2" = 1' - O" t 1 ' -� /bi 11-0 %II a /5 /4" S„ 13 / 1 I INTERIOR BRICK COLUMN DETAIL SCALE: 1 -1/2" = 1' - 0" PIR5T FLOOR ENTRY GABLE DETAiL SCALE: 1 -1 /2' a 1' - 0" fr « BRICK VENEER ENCASING ALL. SIDES OR COLUMN AIR SPACE 10" GMU COLUMN rINDOW -- IN SILL SELO BRICK VENEER BRICK VENEER —STL ANGLE PER STRUCT ONE SILL BELOW 3" MAX AIR SPACE STONE FACING WIND° t WD SILL BELO CEMENTIOUS SPRAY APPLIED FIREPROOFING FOR ONE -HOUR PROTECTION SEALANT STL COLUMN PER STRUCT VENEER TIES WELDED TO COL PER STRUCT SOLDIER COURSE BEYOND 1 1- 8" t:,MU ALIGN INTERIOR FACE W/ GMU AT L0i3 Y WEST WAL RIGID INSULATIO Cfrf Of MilKMO DEC 10 2.853 IIS Nottu • , 7 / � 7 , VENTED MTL SOFFIT PANEL EXTERIOR BRICK COLUMN DETAIL SCALE: 1 -1/2" = 1' - 0" SUBSTITUTE 4" GMU FOR BRICK AT INTERIOR PLASTE BRICK COLUMN AT BASEMENT LOBBY ENTRANCE DETAIL SCALE- 1- 1/2 " =1' - SOFFIT AT REAR EXIT DOOR DETAIL SCALE: 1-1/2' *1 - w 8" GMU, SOU GROUTED AN REINr PER STRUCT ENTRY DOOR AN ERIGK SIDELITE SEALANT RIGID INSULATION COLUMN STL ANGLE PER STRUCT BRICK COLUMN VENEER — CAST STONE LINTEL BRICK SOLDIER COURSE _, :.w.Y. ... �•.+- ..hr +1r ," .x, ; ' i • HANDRAIL.- IK >- 11"13 5TL � EMBED IN THICKENED CONC SLAB HDIND MOULDING, STONE BASE TRIM THICKENED SLAB d f ELEVATION OF FREESTANDING NEWEL TOP OF R A LNG TOP OF RAILING TOP OF GONG FIN FLR • V. ." I lk TOP OF I GONG 1' e• 1 w 0 iii —i i � - 111 111 1 I 1 1 I I — I 11 1► . a 1 —� � � - ii— iii_iii- iii— ii►__iii EXTERIOR RAMP ELEVATION OF NEV EL I, 1 1/+' DIA PIPE RAIL NGS AND PO5 EMBED POST b" MIN FILL. CAVITY W/ NON - 5HR NK GROUT CON' I?AMP SLOPE ., S 1.12 SLOPE LANDINGS 50 NO WATER AGCUMU‘..ATES 'I I I I i — I i I 11 =III 1 11 =1 11= CONCRETE AND REINFORCING PER DETAIL 1/53.2 HDWD CAP- HDWD STILE AND RAIL TRIM - HDWD RECESSED 'PANEL (ExcEPT ON FACE ACCEPTING NEWEL) STONE TRI STONE FACING PANEL 5/8" TYPE X GAB 4 X 4 HDWD MOULDI STONE BASE TRIM ----�, HIGKENED 5LA DETAIL SCALE: 1 1/2" = 1' -0" SECTION OF NEWEL O IBALLUSTER ' CONNECTOR aLATES --- AND SOLTS 4 " $TONE TRIM 12" CHU WALL HDWD NEWEL G 5TL CHANNEL STRINGER GUARDRAIL TYPICAL CORNER STONE FACING PANEL NDWD MOULDING WALL MOUNTED HDWD HANDRAIL HD/ND NEWEL --- -STONE FACING PANEL HDWD MOULDIN SHIM STONE BASE /SKIRT TR DETAIL SCALE: 1 1/2" = 1' -0" • TOP RAIL HANDRAIL • SUPPORT BRAGKE-T-- 11" BALLUSTER BOTTOM RAI - ----� PAVERS ON CONCRETE DECK AND TREADS -- STRINGER-- 0 1r tn DETAIL SCALE: 1 V2" a r —O" 4 x 4 POST *a NEWEL ' 11' TYP ExTERJOR 5TAIR AND HANDRAIL le 15 NDW D TOP R (2) 5/8" 4> BOLTS THROUGH EA 4 x 4 POST, SOLID BLKG AND 5TL CHANNEL W/ SPACNI AS SHOWN DETAIL SCALE: 1 1/2" = T -O" SLOPED STL RISERS 3 "DIA TOP R 1/2" SO BALLUSTERS a 4.5" O.G. MAX - CONNECTOR PLATES WELD TO CHANNEL BOLT TO EA SIDE OF POST 2 1/2" 50 HDWD POSE H•WD STONE TRI STONE FACING PANE"' 5/8" TYPE X &1^1 2 x 4 STUD WALL SINN 4 x 4 POSTS AT EA NEWEL Cr of VW gliatED DEC pia , • toto CONT SOLID BLOCKING 5/8" 4) BOLT THROUGH EA 4 x 4 POST, SOLID SLKG AND STL CHANNEL 3 NOTE: CEMENTIOUS FIREPROOFING SPRAY APPLIED TO STL STAIRS, STRINGERS AND POSTS FOR ONE -HOUR PROTECTION 1/2" X 3" STL POS - B /8" X 2'' BOTTOM R 0034M 1 y" LEAR STL CHANNEL STRINGER +/ - T � 2 yz" VERIFY 2'' MAX 3' -5" CLEAR MIN. HDWD MOULDING STONE TILE 5TL PAN TREAD 4 LANDING W/ LT WT GONG FILL 3' -5" CLEAR FINISH WIDTI 4' " R.O /. CONT. 2 x 4 P.T. SILL PLAT W/ 5/8" m ANCHOR BOLTS AT 4-0" O G MAX (MIN 2 PER PLATE) THICKENED SLAB DETAIL SCALE: 1 1/2" = -O" 2" DIA HANDRAIL CONNECTOR PLATES EA SID OF SUPPORT ARM \ ,..„.__________ INELD TO HANDRAIL SUPPORT ARM. BOLT BETWE CONNECTOR PLATES WELD TO POST STONE PAVERS x .et \N 5% PAN TREAD WI LT WT GONG FILL STL CHANNEL STRINGER 3' - 4" OVERALL STAIR WIDTH NEWEL POST BEYOND EXTERIOR STAIR - LANDING AND GUARDRAIL 4 t 4- • c�.nwr.�r .A-r�...•��r �i ww.WM • w.rr.a.r —'- i ...1117" WW1 4‘0411t4.1' 4 1 I, NEWTON ASSOCIATES ARCHITECTS 12213 SEAT''LE, (206) (206) NewtonAssocia • PENSMORE AVE N. wA 18133 363 -5806 364 -6418 FAX t.net DATE: PERMIT SET: 8/8/03 ten, oProte.",., , AUG 1 �,c,L 7 .441117 TEk SHEET A3 HANDRAIL.- IK >- 11"13 5TL � EMBED IN THICKENED CONC SLAB HDIND MOULDING, STONE BASE TRIM THICKENED SLAB d f ELEVATION OF FREESTANDING NEWEL TOP OF R A LNG TOP OF RAILING TOP OF GONG FIN FLR • V. ." I lk TOP OF I GONG 1' e• 1 w 0 iii —i i � - 111 111 1 I 1 1 I I — I 11 1► . a 1 —� � � - ii— iii_iii- iii— ii►__iii EXTERIOR RAMP ELEVATION OF NEV EL I, 1 1/+' DIA PIPE RAIL NGS AND PO5 EMBED POST b" MIN FILL. CAVITY W/ NON - 5HR NK GROUT CON' I?AMP SLOPE ., S 1.12 SLOPE LANDINGS 50 NO WATER AGCUMU‘..ATES 'I I I I i — I i I 11 =III 1 11 =1 11= CONCRETE AND REINFORCING PER DETAIL 1/53.2 HDWD CAP- HDWD STILE AND RAIL TRIM - HDWD RECESSED 'PANEL (ExcEPT ON FACE ACCEPTING NEWEL) STONE TRI STONE FACING PANEL 5/8" TYPE X GAB 4 X 4 HDWD MOULDI STONE BASE TRIM ----�, HIGKENED 5LA DETAIL SCALE: 1 1/2" = 1' -0" SECTION OF NEWEL O IBALLUSTER ' CONNECTOR aLATES --- AND SOLTS 4 " $TONE TRIM 12" CHU WALL HDWD NEWEL G 5TL CHANNEL STRINGER GUARDRAIL TYPICAL CORNER STONE FACING PANEL NDWD MOULDING WALL MOUNTED HDWD HANDRAIL HD/ND NEWEL --- -STONE FACING PANEL HDWD MOULDIN SHIM STONE BASE /SKIRT TR DETAIL SCALE: 1 1/2" = 1' -0" • TOP RAIL HANDRAIL • SUPPORT BRAGKE-T-- 11" BALLUSTER BOTTOM RAI - ----� PAVERS ON CONCRETE DECK AND TREADS -- STRINGER-- 0 1r tn DETAIL SCALE: 1 V2" a r —O" 4 x 4 POST *a NEWEL ' 11' TYP ExTERJOR 5TAIR AND HANDRAIL le 15 NDW D TOP R (2) 5/8" 4> BOLTS THROUGH EA 4 x 4 POST, SOLID BLKG AND 5TL CHANNEL W/ SPACNI AS SHOWN DETAIL SCALE: 1 1/2" = T -O" SLOPED STL RISERS 3 "DIA TOP R 1/2" SO BALLUSTERS a 4.5" O.G. MAX - CONNECTOR PLATES WELD TO CHANNEL BOLT TO EA SIDE OF POST 2 1/2" 50 HDWD POSE H•WD STONE TRI STONE FACING PANE"' 5/8" TYPE X &1^1 2 x 4 STUD WALL SINN 4 x 4 POSTS AT EA NEWEL Cr of VW gliatED DEC pia , • toto CONT SOLID BLOCKING 5/8" 4) BOLT THROUGH EA 4 x 4 POST, SOLID SLKG AND STL CHANNEL 3 NOTE: CEMENTIOUS FIREPROOFING SPRAY APPLIED TO STL STAIRS, STRINGERS AND POSTS FOR ONE -HOUR PROTECTION 1/2" X 3" STL POS - B /8" X 2'' BOTTOM R 0034M 1 y" LEAR STL CHANNEL STRINGER +/ - T � 2 yz" VERIFY 2'' MAX 3' -5" CLEAR MIN. HDWD MOULDING STONE TILE 5TL PAN TREAD 4 LANDING W/ LT WT GONG FILL 3' -5" CLEAR FINISH WIDTI 4' " R.O /. CONT. 2 x 4 P.T. SILL PLAT W/ 5/8" m ANCHOR BOLTS AT 4-0" O G MAX (MIN 2 PER PLATE) THICKENED SLAB DETAIL SCALE: 1 1/2" = -O" 2" DIA HANDRAIL CONNECTOR PLATES EA SID OF SUPPORT ARM \ ,..„.__________ INELD TO HANDRAIL SUPPORT ARM. BOLT BETWE CONNECTOR PLATES WELD TO POST STONE PAVERS x .et \N 5% PAN TREAD WI LT WT GONG FILL STL CHANNEL STRINGER 3' - 4" OVERALL STAIR WIDTH NEWEL POST BEYOND EXTERIOR STAIR - LANDING AND GUARDRAIL 4 t 4- • c�.nwr.�r .A-r�...•��r �i ww.WM • w.rr.a.r —'- i ...1117" WW1 4‘0411t4.1' 4 1 I, I I .LED GRAF L AND ADMI SSd Avenue Say NEWTON ASSOCIATES ARCHITECTS 12213 DENSMORE AVE. N SEATTLE, WA 48133 (206) 363 -5806 (206) 3644448 FAX NewtonAssoclates@ATTBI.GOM ��_... _ 4457 REGISTERED ARCHITECT 7f, 0 2'P L) � , M,�k�Rt f R. �Vta �. STATE OF WASHINGTON DATE PERMT SET 8/8/03 AUG 1 i 20o3 PreffMn- S+$EET A3.4.3 3 =t = := CURB AND TRIM AT STAGE StYOND 0 12' BOTTOM FL ANbE OF FUTURE ELEVATOR HOIST BEAM 2x4 STUD SHAFT WALL W/ 5/8" TYPE x GWB EA 31DL EXTEND 6WB DOWN OVER PLATE 3 x GONT. PLATE W/ COUNTERSUNK ANCHOR BOLTS PER STRUCT CML' BOND BEAM Hi REINF PER STRUCT EDGE or COUNTERTOP 5" CMU SHAFT WAPELOW OF COUNTERTOP BELOW PL`r'WD HDWD TREAD W/ 1/2 ' RADIUS NOSING H RISER PANEL A N./ ANGLED SHIM 2 x NAILERS BRICK VENEER EDGE OF COUNTERTOP BELOW COUNT FIRE POOR GUIDE AAC BLOCK. NOTCH FOR DOOR GUIDE VERIFY DIMS W/ POOR M FR. F ACE OF AAC, WALL BELOI^!• ---- -� r-- 4" AAC BLOCK -- ---- -mo ► �� PARTITION AT 01 . � : * MAIL ROOM H•WD FLOORING ON 3/4" PLYWD SUBFL 2 x J015T5 AND BLK PR TD SLEEP DETAIL SCALE: 1 1/2" = 1' -0" I��.r �I � Ij I:" U if l ii II - r A DETAIL SCALE: 1 1/2" = 1 -0" DETAIL a SCALE: 1 1/2" i 1'-0 ' 4 • 4 . • PLYWD SHEATHING 2 x CONT. PLATE 2 x 4 STUD SHAFT WALL W/ 5/8" TYPE x bWB EA SIDE HDWD MOULDING AT TOP OF CURB HDWD -RIM HDWD PANEL HDWD BASE MOULD CONC SLAB CONC SLAB ON STL DECK EXTEND TO FACE OF SHAFT WALL AT FUTURE ELEVATOR POOR LOCATION -- 5TL PLATE W/ HEADED STUDS PER STRUCT. WELD TO DECK LOBBY WALL: BRICK VENEER ON 6' AAC BLOCK 6" AAC, BLOCK RECESS WALL • • Ii i $RICK VE DETAIL SCALE: 1 1/2" = DETAIL 1 0 SCALE: 11/2" g 1' -0" GONT. PLATE ?N/ COUNTERSUNK ANCHOR DOLTS PER STRUCT AAG if BLOCK BOND BEAM W/ REINF PER STRUCT RECESS FOR FOLDING SECURITY GATE VERIFY REQUIRED WIDTH AND DEPTH W/ MFR. MAINTAIN ONE -HOUR FIRE RATING OF LOBBY WALL WITHIN RECESS PLYWD SHEATHING TRUSS CHORD BEYOND 6" AAC BLOCK SHAFT WALL CMU WALL AT ELEVATOR SHAFT TEMPORARY FLOOR CONC SLAB ON STL DE STL ANGLE PER STRUG $" CMU SHAFT WALL . BRICK VENEER . NOTE: GATE SHALL EXTEND ACROSS LOBBY TO WEST WALL TO WALL MOUNTED LOOKING DEVISE PER MFG REG Po 3 ‘• • • p 7016 CITY OF TUK*LA APPRRCNE0 DEC 10 2003 AS NO1131 Dfv 416 PLYWD SHEATHIN& CONT. PLATE W/ COUNTERSUNK ANCHOR 19OLT5 PER STRUCT TRUSS CHORD BEYOND CMU BOND BEAM W/ REINF PER STRUCT 6 " CMU SHAFT WALL FINISH FLOORING • CONC SLAB ON STL DECK F LR JOIST ANGLE BRICK VENEER 6" AAC BLOCK WALL W00D SHELVING ---� AAC COUNTER SUPPORT WALL FACE OF COUTERTOP ABOVE M • I 1 w NEY*ITON ASSOCIATES ARCHITECTS 12213 SEATTLE, :206)363-5806 (2O6) NewtonAssociat DENSMORE AVE. N. WA Q8133 364 -6408 FAX soco TOGASt.net e . c._. , :.:, ' DATE: PERMIT SET: 8/8/03 tVN r A 1 r A4•1 1 w 5 /AX TO t'AUCET t'i z QI i Cif x L _ - SOUTH EAST EAST x ■ PLASTER-- ALCOVE WALE GRAS BAR- SOUTH in BASEMENT WOMEN'S BOOM TOP OFADJPLiP., PLASTEIR CERAMIC �.�~ TILE TRI 21 -O „ MIN WATER , COOLER SLOPE SHOrNER FLOOR TO DRArN 1 SHOWER HEA Z TOP OF GRA A R TOP OF 7R AN �`� -�- --- MIRROR ni..E TRIM SAN -- --PLASTER T ej CERAMIC TIL NEST NORTH NORTH l J Ammo WEST C • WATER C.00LER ALCOVE BASEMENT SHOWER ROOM MIRROR COUNTER MIRROR SHELF W/ CLOTHES = HOOK5 O CURB • MANUFACTURER'S RECOMMENDED RECESS r4EI014T TO MEET ADA REQUIREMENTS t =- r NORTH EAST TOILET $ SHOYVER ROOM NOTES: DO NOT SCALE OFF DRAWINGS l BASEMENT MEN'S ROOM Dimensi d�^na inside to7at room are to Face . of masonry walls. Cierarnic tiles finish is assumed of 3/4" thickness. Flop rhq: Ceramic t with coved tra to wall Nall finish: Ceramic the to height shown on elevations with piaster above. Grob bars: Provide as shown in plan and elevations. Grab bars shall be 1 -1/4" to 1 -1/2" In diameter and shall have 1 - 1/2 .clecrance to walls. Structural strength shall comply wi th WA State Amendments to the USG section 1106.11.11.3 Shower seat: a seat as shown in the plans and elevations shall be provided foe but not Instcalled at this time_ All necessary reinforcing and /or backing shall be provided for Future Installation. Mirror: mount mirror in toilet and shower rooms as shown Toilet paper holder: provide recessed into Noll os shover. Other accessories: mount other accessories such as paper towel dispensers, to be , 3rcessiole (no higher than 40" above floor). Protection: Exposed hot water and drainpipes under by counter shall be insulated or otherwise covered and there shall be no sharp or abrasive surfaces. se z91 GRAB BAR f GRAB BARS - TYP IN EACH ACCESSIBLE TOILET STALL. SEE ELEVATION ABOVE FOR MOUNTING HT SCALE: 1/4' s 1'-0" SHOWER -0" 3 -2 I a 14 ,_ 8 , SOUTH WEST J P, • WALL RECESS FOR WATER COOLER BASEMENT LEVEL TOILET ROOMS C AMIc TN. O F 1' -O "MIN GRAB BAR - ----.� . i En "MIN FIRST FLOOR Y4OMEN'S_ROOM WITH TYPICAL NOTES AND DIMENSIONS MAIN FLOOR MEN'S ROOM jea NORTH SOUTH SOUTH NORTH SCALE: 1/4" * / -O" ME f- t 0-- URINAL ■ .l • — *-- -N -- 4410444444— A' CERAMIC TILE TRIM EAN - � MIRROR ••- LAVS CERAMIC TILE - COVE BASE - CERAMIC TILE -`" LAV COUNTER Al APRON CERAMIC TILE LAY COUNTER W/ APRON - sI 1N OME D N TOILET STALL PLASTER PARTITION (NEST EAST L 1 EAST WEST 1- Q"MAX 3I_6 , — &RAF3 BARS n) CITY OF nmodu APPROVED DEC 10 2803 AS WILD cTl FIRST LEVEL TOILET ROOMS • V 4 1 I I 1 NEWTON ASSOCIATES ARCHITECTS 12213 SEATTLE, (206)363-580f) (206) NewtonAssoacitesecomcast.net DENSMORE AVE. N. WA q8i 3 364 -6448 FAX fk() PATE: PERMIT SET, EV ENO3 REGENED ON Or TIN A/11. A AUG 19 2003 PERMIT CENTER - *CET A4.2 i SCALE- 1/4 1 _� PLASTE Sorry- DIFFUSER GR:LLE VERIFY LOCATION AND SIZE w/ MECH TYPICAL MALL FACING SOUTH o \ 4 MEETING HALL ELEVATIONS RECEPTION W ADJUSTABLE SHELVN PIASTER I F ACIN6 NORTH FACING WEST VINYL BASE N WINDOW TYPICAL WALL W/ WINDOW r1!NDOW FACING SOUTH BRICK VENEER 4" AAC BLOCK PARTITION A/ HARDWOOD CAF' CABINETS AND COUNTERTOP BRICK VENEER PLASTER ---. SOFFIT I 3' - WALL WITH DOOR TYPICAL OFFCE ELEVATIONS PLASTE FACING HEST CON RAMP AND LANDIN ,s PLASTER FACING EAST COUNTER AT RECEPTION WOW 4" AAC BLOCK PARTITION W/ HARDWOOD CAP FACING NORTH (.4 SCALE: 1/4" = 1' -O" OPEN OFFCE ELEVATIONS / WINDOW BRICK VENEER BRICK SOLDIER DOUR BRICK AR Cr+1�` BRIC S.G. BRICK VENE WALL N/ DOOR AND SIDEUTE a PAGING NORTH FACING WEST STAGE ELEVATIONS PLASTE CONFERENCE ROOM ELEVATIONS •RICK !OLPIER COURSE WINDOW FACING EAST moodiNW PLASTER BRICK SOLDIER COURSE FACING SOUTH ■■••„ BRICK RELIEF SCULPTU • GLASS BLOCK SIDELIT i BRICK VENE FACING EAST PLASTER PLASTER (p OPEN OFFCE SACE •M FACING NORTH FACING EAST • ln', .rI I..'_, • 0 CM Of TAW APPPAvED DEC 10 2003 As with OUTLINE OF ARCH BEYOND \ i ww mot MINIM s1RAIG IT OELOPNT L NG1N ( td) BAR SIZE TOP BARS OTHER BARS ____f 18' 14' �4 25' J 19• f5 31 _ 24' 6 � 3• 28' #7 54' 42' �8 62' 47' 9 70' 54' 110 78' 60' �1 sr 67 i BAR SIZE �5 Reinforcing Splice and Development Length Schedule -• FOR t'c =4000 psi, GRADE 60 REINF. 9 j10 BAR SIZE �3 9 f1O O11 NmrtMur uw sU� tENG1Ns (l =) TOP BARS 24' 32' 4 0 ' 48' 70' 80 90' 102' • I11 113' 87' 'TOP BARS' ARE HORIZONTAL BARS WITH MORE THAN 12' DEPTH OF CONCRETE CAST BELO THEM. IF CLEAR CONCRETE COVER IS NOT GREATER THAN THE DIAMETER OF THE BAR OR THE CENTER TO CENTER SPACING IS NOT GREATER THAN 3 BAR DIAMETERS, THEN LENGTHS SHALL BE INCREASED BY 5O% MINM areEn�oR LENGThs (Is�) rc srANawo 0o Hoaa Typical Slab Elevation Change LENGTH 6 r 8 10 12' 13' 15' 17' 19 0 if OTHER BARS 18` 25' 31" 3 7' 54 62' 70' 78' 1. SIDE DOVER MUST BE EQUAL TO OR GREATER THAN 2 2. END COVER FOR 90' HOOKS MUST BE EQUAL TO OR GREATER THAN t. SLAB THICKNESS AND REINFORCING PER PLAN (t)p.) —' & .& AS REQUIRED TO FACILITATE WALL FORMS z VA COLUMN PER PLAN r .. • 4 ;• . ,. :1 r PROVIDE FREE- DRAINING MATERIAL AS REQ. BY SOILS ENGR. k SLAB ON GRADE • sim. ---CMU WALL PER PLAN - REINF. PER GEN. NOTES 4' CONC. SLAB PER PLAN . 1' a ., ti• � . d f B1 ?C : • ELEVATOR PIT VERIFY SIZE do DEPTH w/ ARCH'h sfl DRAWINGS ti 11 Plan View j5 •16'oc EACH WAY r r 82 1 f . FULLY GROUTED 8' CMU W/ i5 • 16'oc VERT. (typ pit we below grode) NOTE: 12' HIGH STRENGTH (F'm = 2500 psi) BLOCK SHALL BE USED AT ALL CMU RETAINING WALLS. CONSTRUCTION /CONTRA JOINTS PER 8/53.2 1/2' MASTIC JOINT AROUND cauwr (c�.) JOINT AT CaUMN MAY BE ROUND AT CONTRACTOR'S OPTION t4 �4 x N flGR. 116'oc Elevator Pit 2 ADDITIONAL 8' CMU WALL REINF. PER GEN. NOTES • SIM. Typical Slab Isolation Joint 10 H (Ft.) 3' -O' ( —O w �r� 7' -0 8, _ O w 9 ,_ O w 10' -0' 11 2 SLAB ON GRADE PER PLAN (typ.) B2 tf 8 2; -O ! 10: 2-3' L _10 1' -0' L 2' -9' 10' 1' -3' 3' -3" X13' -9' _ ' -6' L_!' 2' -O' _4' -0' _15' 2'-3 1 4' -9' 15' RETAINING WALL SCHEDULE CO OPTION (2)g5 • 16'oc OR 5 •8'oc VENEER PER ARCH. CMU WALL PER PLAN GROUT All OILS BELOW GRADE FULLY GROUTED 4' CMU REINFORCED PER GEN. NOTES. GROUT SPACE BETWEEN 4' CMU & 8' CMU AIR GAP PER ARCH. \ a STEM REINFORCING VERT. J _HORIZ. 15 •32" (2) 5 ® «roc 5•32' (2)I5 ®40'oc j532' (2)j5 ®40'oc I5 a 32 (2) 5 • 40'oc X 15 • 24' L(2)5 • 40'0c ijs a 16' x(2) ,5 S 40'oc' S 1 6'0, (2)g5 • 40'oc . 1 • 8'(2)gs • 40'oc •8' �(2) a 4O'oc O8' . ( a 40'oc FOOTING REINFORCING TOP $ LONGIT. 5 • 32 ' '. � (2) 5•32 ! (2) 4 j5•32' (3) �4 j5•32' #� (3) 15 15 • 24' L_(3)_ 15 1 ® 16 ' (5) 15 6 ®16 (6)f5 ` j7 e 16' _j7) -15 816' (8) #5 •8' t 1 9 )i 5 i 5I. 5'' Jf ,r •1' CENTERLINE COLUMN AND FOOTING COLUMN PER PLAN BASE e W/ (4) M.B. ON 3 /4' NON- SHRINK GROUT FOR FULL BEARING ISOLATION ,!DINT PER 10/53.1 i t^ FOOTING SIZE AND REINFORCING PER FOOTING SCHEDULE 4 x 9 � oowELS • 16'oc, EMBED 6' min IN CMU BOND BEAM (omit • sim. ) SLAB ON GRADE PER PLAN 2) g3 CONT. BELOW DONS cwu STEMWA L rN€RE VENEER IS ON BOTH SIDES OF WALL (3) 4, cONT. ll (2) # CONT. 18 13 xT i 16 l8 SLAB THICKNESS AND REINFORCING PER PLAN (t.) 1 .4 • M 8' G�J2� t M 1 CiT'( Of TUi *LA A�'fitttVtO �4 CONT. Typical Slab Elevation Change DEC 10 211U3 AS HO i tD CMU PER PLAN, FUMY GROUT All CELLS BELOW GRADE FOOTING PER PLAN CMU WALL GROUTED a REINF. PER GEN. NOTES EXTEND VERT. REINF. 12' INTO CONC. & TERMINATE W/ STD. HOOK FULLY GROUT ALL CELLS BELOW GRADE 12' CMU FULLY GROUTED I& REINFORCED PER PLAN SLAB ON GRADE PER PLAN (3)15 LONG. 'EVI'1' ,Th III $EPl1ZO3 D REIO MtDDIETON, INC. .t... ' r:.t_}ft ,e'.r �,?i ;e; i ^'t+ .. 3�` . a.16►' :... r 4 12 SWE NSON SAY FAG ET A ST1tUCTURAL ENGIMER* G CORPORATION �1*4 ThIrd A vrnw ' S + oo - Srnr. WA Ot i pr► got j.R :u 1as )4e4SJ� Q �PPao�o- f RIC S0 MAC Pcr 1flt MUOCAW AP ALI,ED QAFR10EilS W N NEW WLflPIG HALL. A AMtA om� 15208 52nd Ave. S. Tukwila, Wass *gton Cr: NEWTON ASSOCIATES ARCHITECTS 12213 DENSMORE AVE. N. SEATTLE, WA 98133 (206) 363 -5806 Fo Details w�rr Ma PERMIT !: _ 08 -06-03 0345- 2002 -01 S3.1 i4 .,sg -. ,... . .... .. . . 6x6 W1.4xW1.4 PAW 6x6 W1.4xW1.4 WWM • SEE PLAN FOR SLAB THICKNESS AND REINFORCING. (TYP.) • PLASTIC VAPOR BARRIER AND COMPACTED GRANULAR FILL PER PLAN w/ Toe following M�in�Prcperties PANEL WIDTH = 36' SHEAR CAPACITY REQUIRED = 2000 plf 22 GA. I = 0.178 in. S = 0.195in. Fy = 38ksi MIN. r 16 GA. 1.71 in. S = 0.949 in. Fy = 38ksi MIN. Typical Slab Edge Type = IMSA N -24 Deck w/ Following Min. Properties PANEL WIDTH = 24' SHEAR CAPACITY REQUIRED = 2200 plf • DOWELS TO MATCH CMU VERTS., ALT. HOOKS s 6. REINFORCE MISC. DECK OPENINGS PER 2/S4.1. 6. REINFORCE YISG DECK OPENINR PER 2/S4.1. 4. CONNECT DECK SEAMS WITH BUTTON PUNCHES ® 36' o.c. 4. CONNECT DECK SEAMS WITH BUTTON PUNCHES • 36' ac. 1. MAXIMUM DECK SPAN = 3' -0' c. TO c. UNLESS SHORED AT MIDSPAN.. BASED ON DOUBLE OR TRIPLE SPAN, UNSHORED CONDITIONS. 2. PROVIDE (4) 1/2" DIAMETER EFFECTIVE PUDDLE WELDS PER SHEET TO ALL SUPPORTS PERPENDICULAR TO DECK FLUTES. 3. PROVIDE '/2' DIAMETER PUDDLE WELDS AT 12'oc TO ALL WALL LEDGERS. PROVIDE 1 /2 DIAMETER PUDDLE WELDS AT 12'oc WHERE DECK ORIENTATION CHANGES AND OTHER SUPPORTS PARALLEL TO DECK FLUTES. 5. DECK TYPE MUST STRICTLY MEET CRITERIA LISTED ABOVE INCLUDING I.C.B.O. RESEARCH REPORT ALLOWABLE SHEAR LOADS. SUBMIT DECK INFORMATION TO ENGINEER PRIOR TO BEGINNING SHOP DRAWINGS. 2. PROVIDE (2) y2' DIA11EiER EFFECTIVE PUDDLE WELDS PER SHEET TO ALL SUPPORTS PERPENDICULAR TO DECK FLUTES. 3. PROVIDE 1 /2' DIAMETER PUDDLE WELDS AT 12'oc TO ALL WALL LEDGERS. PROVIDE 1/f DIAMETER PUDDLE WELDS AT 12'oc WHERE DECK ORIENTATION CHANGES AND OTHER SUPPORTS PARALLEL TO DECK FLUTES. cuu SHEARWALL PER PLAN SLAB —ON —GRADE PER PLAN (2) i5 CONT. 1. MAXIMUM DECK SPAN = 12' -0' c. TO c. (13' -6' FOR 5" DECK) UNLESS SHORED AT MIDSPAN. BASED ON SINGLE SPAN, UNSHORED CONDITIONS. 5. DECK TYPE MUST STRICTLY MEET CRITERIA LISTED ABOVE INCLUDING I.C.B.O. RESEARCH REPORT ALLOWABLE SHEAR LOADS. SUBMIT DECK INFORMATION TO ENGINEER PRIOR TO BEGINNING SHOP DRAWINGS. 2 6 10 • r i '/6' x 1 PRE — MOLDED CONT. MASTIC JOINT STRIP. (JOINT MAY BE SAW CUT AT CONTRACTOR'S OPTION). N CUT ALTERNATE WIRES AT JOINT 9 CORNER BARS TO MATCH EXTERIOR HORIZ. REINF. M • _Control Joint ADDITIONAL VERT. BARS Double Curtain r (2) , 4 BOTTOM SEE PLAN FOR SLAB THICKNESS AND REINFORCING (typ.) M • M CORNER BARS TO MATCH CROSS WALL HORIZ. REINF. PLASTIC VAPOR BARRIER ,AND COMPACTED GRANULAR FILL PER PLAN CROSS WALL PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. EXACT CONFIGURATION OF STAIR (INCLUDING TREAD AND RISER DIMENSIONS) PER ARCH'l DRAWINGS. TYP. CORNER QAR. 24 Stair On Grade 11 (2) HORIZ. AT EACH STEP NORMAL FOOTING REINFORCING ADD BARS TO - MATCH NORMAL REINFORCING LINE OF EXCAVATION CORNER BARS TO MATCH HORIZ. REINF. V V.M* V. / .y, ; , ADDITIONAL V VERT. BARS BURKE 'KEYKOLD' JOINT. STOP REINF. 1' CLEAR OF JOINT EACH SIDE CORNER BARS TO MATCH CROSS WALL HORIZ. REINF. (ALT. HOOKS) . Single Curtain Typical Corner Bars at Concrete Walls and Footings SECOND POUR FIRST POUR Construction Joint 0 3' -0" MIN • , ' ;r J {.<. NORMAL FOOTING REINFORCING CROSS WALL —4* _ -- -- .......... ---.40 k � st » 9;4 ' ' ; \ t JS' A. SEE PLAN FOR SLAB 1HIq(NESS AND REINFORCING (typ.) PLASTIC VAPOR BARRIER AND COMPACTED GRANULAR FILL PER PLAN Typical Slab Joints 8 MY OF TUKfttA AP'PftOVEO DEC 10 2003 AS NU1t.I) EVIE VERT. BAR PER PLAN AT EACH STEP o 4 CMU OR CONC. WALL SEP 1 1 • REID MIDpLETON, INC. Typical Stepped Footing 12 r — ... .- .e..I... ...nom . ...I....�..r.1�.1. ' .. SWENSON SAY FAG ET A STRUCTURAL. ENGINEERMSG CORPORATION :1 4 Mote Avenue Suite too - Beaune. WA 9hr ph :•RS Gm fax so644341176 PROJECT TIRE: DR1OC AYEEkSS AND AWED C'RAF1'WIORICERS INTERNATIONAL !UNION NEW MIMING FALL AND ADMINISIRATNE OFFICE 15208 52nd Ave. S. Washington 1aa11Ecr: NEWTON ASSOCIATES ARCHITECTS 12213 DENSMORE AVE. N. SEATTLE, WA 98133 (206) 363 -5806 PERMIT sxr► MIL Foundation Details P ACT 111 NV 3'4 OB-08-W 0345- 2002 -01 53.E I SHEAR PLATE SCHEDULE eum SIX No.o: ears BOLT SIZE PLATE THICKNESS ■Eto sIM CAPACITY W14 3 4 1 j4 3 /16 16k MIIB 5 WO 1/4 N 36k W24 5 A-• 3 J8 5 /16 63k BRIDGE DECK/SLAB MERE OCCURS PER PLAN TYP. DECK LEDGER PER 7/54.1 CONC. LINTEL PER PLAN 2. FOR HOLES GREATER THAN 4' UP TO 8" DIA. OR 8 SQUARE : PROVIDED HOLES ARE NOT CLOSER THAN 3' -0" O.C. 3. FOR HOLES GREATER THAN 8" UP TO 24' DIA. OR 24' SQUARE : PROVIDE L 2x2x AS SHOWN BELOW : 1 1. FOR HOLES 4" DIA. OR LESS, OR 4' SQUARE OR LESS NO STRENGTHENING IS REQUIRED PROVIDED THAT HOLES ARE NOT CLOSER THAN 12' O.C. 94 TRIM BAR (4 SIDES) 6' MIN. TERAIINAiE EXTEND 2' -0' BEYOND � PLATE ON RIDGE TO OPENING. WELD • 1 Section At Deck Section A Myth Concrete FBI 0 p 3/4` PLUG WELDS TYP. DECK/SLAB PER PLAN CONN. TO CONC. BEAM W/ TYP. LEDGER PER 7/S4.1 r -- t I •— L6x4x x O' -9' LLV WI (2) 3 /4'0 EXP. BOLTS TYP. BEARING SUPPORT • EA. JOIST BOLTED CONN. PER 4/54.1 3 18' INEB STIFFENER/ SHEAR TAB EA. SIDE OF NEB PER 4/54.1 BEARING F 1 /2' x BEAM WIDTH W/ (2) 3 14'0 BOLTS • BEAM GAGE HSS ca. PER PLAN 1 1 3 24 MAX. HOLE ! MAX. FULL DEPTH BLKG. Hi EA. TRUSS PRE -CAST LINTEL PER ARCH.- BRACE TO CMU BOND BEAM PER 12/S4.2 CURVED CONC. LINTEL W/ 13 . 18'oc k (3)13 LONGITUDINAL / 9 WIRE IN EACH VENEER BRICK FULL DEPTH TRUSS BLOCKING w/ 8d ®6'oc PRE- MANUF. TRUSS '• 24'oc A35 •24'oc 04 TRIM BAR (4 SIDES) EXTEND 2'-0 BEYOND OPENING. P.T. 2x6 PLATE W/ x4 "EV. BOLTS • 48'oc STAGGER, TIP J \ 2 -1 8 12 GA. STEEL STRENGTHENING 17 PLATE I i _ WELDS_ II II I 44`0C MAX. t t I I 1 0 II It_ t t I I Section A ` J I I I i2' LONG FILLET WELDS EA. RIDGE Square ��lOUt Concrete Fill Deck 2 CELLS FOR C =8" TO 14" OR 3 CELLS FOR C =14' TO 24' (TYP.) II V P.T. 2x PLATE W/ ?Co A.B. • 48 "oc LOW ROOF FRAMING PER PLAN FLOOR JOISTS • sim. SLAB/DECK PER PLAN W/ TM LEDGER PER 7/54.1 CMU BEAM PER PLAN .5 x 2' -6" • 16 "oc W/ STD. 180' HOOK AROUND MIDDLE BAR IN LINTEL 9 WIRE TIES • 16'oc MASONRY VENEER PER ARCH. CMU WALL GROUTED AND REINF. PER PLAN 5 /8'1 x 36' NELSON DEFORMED BAR ANCHOR TO MATCH VERT. CMU REINF. IELD PER DECK DETAIL 1HSS 2 BETWEEN JOISTS SLAB/DECK PER PLAN JOISTS PER PLAN $EAM PER PLAN 10 ' NEB STIFFENER EA. SIDE OF NEB BEAM PER PLAN HSS COLUMN PER PLAN NOTES: (4) BOLTS -4 • BEAM GAGE STEEL BEAM - PER PLAN. 112 NOTE: BEARING PLATE THICKNESS SHALL BE 3 /4' WHERE DEPTH OF SUPPORTED MEMBER EXCEEDS 24' FLOOR DECK AND TOPPING -- CONCRETE/CMU (DECK OIRECTlON VARIES) WALL PER PLAN MELD DECK PER DECK NOTES LEDGER L 3x3x CONT. - W/ 3 /4'0 EXP. BOLTS S 24 "oc TYP. AT FLOOR. c JOIST BRG. AND BEAM _.1 _.._. -_..� - V -r MELD SIZE PER 4 /$4 . 1 PLATE THICKNESS & BOLTING PER 4/S4.1 1 /2' BEARING PLATE 1. 3 /4'0 A307 ANCHOR BOLTS MAY BE SUBSTITUTED ON AN EQUAL BASIS WITH EXP. BOLTS 2. TYPICAL DECK LEDGER TO OCCUR AT ALL INTERSECTIONS OF FLOOR DECK AND CONCRETE /CMU WALLS, U.O.N. TOP OF FLOOR OR ROOF `STEEL JOISTS PER PLAN. 1. 4• .4 • •: . • % ---;r Typical Deck Ledger 7 11 BEAM BOTH SIDES MERE INDICATED L *1301T TYPE = A325N MATERIAL = A36 MELD DECK PER 6/S3.2 CMU SHEARWALI PER PLAN DECK /SLAB PER PLAN • JOISTS PER PLAN - - --� /1> <Pa schedule BEAM SIZE PLAN, i1rP1C BEAM SIZE PER PLAN, TYPICAL PLATE THICKNESS AND BOLTS PER SCHEDULE Typical Beam To Beam Connection 4 L34#cb I CONT. a 3 18'x4' W/ f4'0 x6' • 24'oc DECK/SLAB PER PLAN JOISTS PER PLAN CMU SHEARWALI PER PLAN VELD DECK PER 6/S3.2 LEDGER PER 7/S4.1 EMBED BOLTS IN BOND BEAM EVIEWE SEP 1 1 2003 l 1 D 8 REID MIDDLETON, INC rria SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION : »I Third Awns - Suits loo - Seethe. WA yhti ph soli 443 ilia J. 304 44311° MIRK feat WV MIL Framing Details • Ox1t: �� ~. :.- .�- �._.:,r.N:- A�n';,yw'r.. ,. !fly • •' . • • PICIECT T No SIB WC OAS p ECI nft BRICKLAYERS AND A11.EDS IMIERNATIONAL UNION NEW MEETING HALL AP BUIDDIG 15208 52nd Ave. S. Tukwila, Washington NfH1ECT: NEWTON ASSOCIATES ARCHITECTS 12213 DENSMORE AVE. N. SEATTLE, WA 98133 (206) 363 -5806 PERMIT y4. a 1'4 08- 06-03 0345 - 2002 -01 S4.1 •N I NOTIFY ENGINEER FOR DIRECTION IF EXCEEDED. 14 CONT. EDGE FORM BY METAL DECK INSTALLER - DESIGN SUCH THAT SHORING IS NOT REQUIRED PER PLAN M L r 12 : MAX. Cant)emred Floor Dedc 'arid To Bean � PER DECK MELDING NOTES 32 / # 3 x �- SPACED PER SCHEDULE BELOW • 3 /4 CLR. FROM T.O. SLAB \- - - - - -SEE PLAN FOR METAL DECK AND TOPPING WF BEAM PER PLAN SPACING SCHEDULE l 4 . OM I T J3 BARS 4 < L <8' 32'oc 8' <l <12' 24'oc 9 HORIZONTAL REINFORCEMENT SHALL TERMINATE WITH STANDARD HOOK AT EACH END OF SHEARWALL CMU SHEARWALL PER PLAN EXTEND ERT. REIN. 2' —Or min. INTO 12" CMU k TERMINATE WI STD. HOOK f13 • 16'oc #4 CONT. CORBEL PER ARCH. NOTIFY ENGINEER FOR DIRECTION IF EXCEEDED. � 4CONT. RIGID INSUL. AIR GAP PER ARCH. 1 1 EDGE FORM BY METAL DECK INSTALLER - DESIGN SUCH THAT SHORING IS NOT REQUIRED PER PLAN I. 18 MAX. • 6' <L <10' 10' < L < 18' Cantilevered oor Deck ?&r44' . .. . Iom TYP. DECK LEDGER PER 7/54.1 1 /2'x4"x6-8r 1N/ (2 ) *15 JOIST PER PLAN BEAR ON LEDGER ANGLE PER 5/S4.1 PER DECK WELDING NOTES 32 1 3 x L. SPACED PER SCHEDULE BELOW 3 /4' CLR. FROM T.O. SLAB \--SEE PUN FOR METAL DECK AND TOPPING M/ BEAM PER PLAN SPACING SCHEDULE l S 6` OMIT p BARS 32'oc 24'oc ]0 • k 3 /1 6 3 /4" NOM. GROUT 12r CMU SHEARWALL • N CONC. BEAM PER PLAN EXTEND HORIZ. REINF. 60" BEYOND FACE OF icAU SHEARWALL R R J J WALL OR PILASTER Section 4 " Plan F 1 /2'x4'x1' -2' W/ (2»4"0 A.B. TYP BEAM PER PLAN. A.B. EMBEDMENT = 8' PAU WALLS ABOVE • BELOW 1 6' I 1 I CMU BOND PER PLAN • ROOF FRAMING PER PLAN BEAM CMU ALL PER PLAN, EXTEND VERT. REIN. 20' INTO CONC. BEAM • TERMINATE WI STD. HOOK 7 11 16' MAX. WIDTH BLOC( -OUT FOR BEAM. FILL W/ GROUT AFTER BM. IS SEATED. BEARING PLATE CONN. PER 3/S4.2 ALIGN TRUSS W/ CMU WALL - SHEATH TRUSS W/ 1 /2' COX PLYWOOD BLOCK ALL EDGES • NAIL W/ 8d • 4'oc (edge) 8d • 12'oc (field) A35 EA. TRUSS A35F • 12'oc FROM TRUSS BOTTOM CHORD TO 3x PLATE CMU WALL PER PLAN FULL DEPTH BLOCKING W/ 10d • 4'oc ROOF SHEATHING H1 EA. TRUSS PRE -CAST LINTEL PER ARCH. W/ WO PINS EPDXY GROUTED INTO CONC. BEAM • 48'oc UNTEL L PER PLAN PROVIDE BLOCKOUT PER ARCH IN PRE -CAST STONE TO CONCEAL LINTEL ANGLE COY Of Till 011410` DEC 10 ZIO3 ks NOW) A35 EA. TRUSS O r i .. i • J +..w — . .w.w+4� ►..... --- '..n...,.rb.y. REID MIDDLETON. INC. 12 10d • 4'oc VER FRAMING PER PLAN FULL DEPTH BLOCKING WI 10d • 4'oc TO ROOF SHEATHING H1 EA. JACK TRUSS P.T. 3x8 W/ WO A.B. • 16'oc W/ 2'x2'x t e' t WASHER P.T. 3x8 PLATE WI 5 /8'0 A.B. • 24'oc EMBED 7' min. • PROVIDE 2'x2'x I WASHER 'CONC. BOND BEAM UNTEL PER PUN D(Evi E .11 up moi • SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 1134 Third Avliflull Swig ,o0 - Srttlo, WA ghri ph n4443.6)11 fay m64434676 Mat CHEMED won a/!p/ MC SPO WC / %\ I \ Permit Revisions 9/5/03 s• MEC! UAL B11110CLAYESS AND ALLED CRAU WIERNATIONAL UNION NEW MEETING H AND ADMINSMAIIIVE OFFICE BUILDING 152 52nd Ave. S. Tukwila, Washington MIaITECT: NEWTON ASSOCIATES ARCHITECTS 12213 DENSMORE AVE. N. SEATTLE, WA 98133 (206) 363 -5806 SICET Framing Details L. a►1E: PROJECT NM SIC PERMIT 3 = 08-08-03 0345-2002-01 S4.2 i 4 SHEARWALL SCHEDULE PLAN MARK J NOMINAL WALL THICKNESS VERTICAL REINFORCING HORIZONTAL. REINFORCING -tide swi 6" pe4roc (414 • 48'oc SW2 8' ,5 • 24'oc 5 • 24'oc SW3 I 8 , 5 •32'oc j5 0 32'oc SW4 1 8" 05 •8'oc ,i3 x r I •8"oc NOTIFY ENGINEER FOR DIRECTION IF EXCEEDED. 14 CONT. EDGE FORM BY METAL DECK INSTALLER - DESIGN SUCH THAT SHORING IS NOT REQUIRED PER PLAN M L r 12 : MAX. Cant)emred Floor Dedc 'arid To Bean � PER DECK MELDING NOTES 32 / # 3 x �- SPACED PER SCHEDULE BELOW • 3 /4 CLR. FROM T.O. SLAB \- - - - - -SEE PLAN FOR METAL DECK AND TOPPING WF BEAM PER PLAN SPACING SCHEDULE l 4 . OM I T J3 BARS 4 < L <8' 32'oc 8' <l <12' 24'oc 9 HORIZONTAL REINFORCEMENT SHALL TERMINATE WITH STANDARD HOOK AT EACH END OF SHEARWALL CMU SHEARWALL PER PLAN EXTEND ERT. REIN. 2' —Or min. INTO 12" CMU k TERMINATE WI STD. HOOK f13 • 16'oc #4 CONT. CORBEL PER ARCH. NOTIFY ENGINEER FOR DIRECTION IF EXCEEDED. � 4CONT. RIGID INSUL. AIR GAP PER ARCH. 1 1 EDGE FORM BY METAL DECK INSTALLER - DESIGN SUCH THAT SHORING IS NOT REQUIRED PER PLAN I. 18 MAX. • 6' <L <10' 10' < L < 18' Cantilevered oor Deck ?&r44' . .. . Iom TYP. DECK LEDGER PER 7/54.1 1 /2'x4"x6-8r 1N/ (2 ) *15 JOIST PER PLAN BEAR ON LEDGER ANGLE PER 5/S4.1 PER DECK WELDING NOTES 32 1 3 x L. SPACED PER SCHEDULE BELOW 3 /4' CLR. FROM T.O. SLAB \--SEE PUN FOR METAL DECK AND TOPPING M/ BEAM PER PLAN SPACING SCHEDULE l S 6` OMIT p BARS 32'oc 24'oc ]0 • k 3 /1 6 3 /4" NOM. GROUT 12r CMU SHEARWALL • N CONC. BEAM PER PLAN EXTEND HORIZ. REINF. 60" BEYOND FACE OF icAU SHEARWALL R R J J WALL OR PILASTER Section 4 " Plan F 1 /2'x4'x1' -2' W/ (2»4"0 A.B. TYP BEAM PER PLAN. A.B. EMBEDMENT = 8' PAU WALLS ABOVE • BELOW 1 6' I 1 I CMU BOND PER PLAN • ROOF FRAMING PER PLAN BEAM CMU ALL PER PLAN, EXTEND VERT. REIN. 20' INTO CONC. BEAM • TERMINATE WI STD. HOOK 7 11 16' MAX. WIDTH BLOC( -OUT FOR BEAM. FILL W/ GROUT AFTER BM. IS SEATED. BEARING PLATE CONN. PER 3/S4.2 ALIGN TRUSS W/ CMU WALL - SHEATH TRUSS W/ 1 /2' COX PLYWOOD BLOCK ALL EDGES • NAIL W/ 8d • 4'oc (edge) 8d • 12'oc (field) A35 EA. TRUSS A35F • 12'oc FROM TRUSS BOTTOM CHORD TO 3x PLATE CMU WALL PER PLAN FULL DEPTH BLOCKING W/ 10d • 4'oc ROOF SHEATHING H1 EA. TRUSS PRE -CAST LINTEL PER ARCH. W/ WO PINS EPDXY GROUTED INTO CONC. BEAM • 48'oc UNTEL L PER PLAN PROVIDE BLOCKOUT PER ARCH IN PRE -CAST STONE TO CONCEAL LINTEL ANGLE COY Of Till 011410` DEC 10 ZIO3 ks NOW) A35 EA. TRUSS O r i .. i • J +..w — . .w.w+4� ►..... --- '..n...,.rb.y. REID MIDDLETON. INC. 12 10d • 4'oc VER FRAMING PER PLAN FULL DEPTH BLOCKING WI 10d • 4'oc TO ROOF SHEATHING H1 EA. JACK TRUSS P.T. 3x8 W/ WO A.B. • 16'oc W/ 2'x2'x t e' t WASHER P.T. 3x8 PLATE WI 5 /8'0 A.B. • 24'oc EMBED 7' min. • PROVIDE 2'x2'x I WASHER 'CONC. BOND BEAM UNTEL PER PUN D(Evi E .11 up moi • SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 1134 Third Avliflull Swig ,o0 - Srttlo, WA ghri ph n4443.6)11 fay m64434676 Mat CHEMED won a/!p/ MC SPO WC / %\ I \ Permit Revisions 9/5/03 s• MEC! UAL B11110CLAYESS AND ALLED CRAU WIERNATIONAL UNION NEW MEETING H AND ADMINSMAIIIVE OFFICE BUILDING 152 52nd Ave. S. Tukwila, Washington MIaITECT: NEWTON ASSOCIATES ARCHITECTS 12213 DENSMORE AVE. N. SEATTLE, WA 98133 (206) 363 -5806 SICET Framing Details L. a►1E: PROJECT NM SIC PERMIT 3 = 08-08-03 0345-2002-01 S4.2 i 4 ENERGY CODE LEGEND BRICKLAYERS AND AWED CRAFTWORKERS INTERNATIONAL UNION NEW MEETING HALL AND ADMINISTRATIVE OFFICE BUILDING 15208 52nd avenue South, Tukwila. Washington MECHANICAL LEGENDS & COMISSIONING NOTES THE HVAC SYSTEM IS BASED ON THE FOLLOWING CRITERIA 22 Oa < COMPONENT: DESIGN 0 ROOF "U" VALUE (BTUH /S.F. F) 0.036 p(PI - - /16/04 1 WALL "U" VALUE (BTUH /S.F. F) 0.08 1I FLOOR "U" VALVUE (BTUH /S.F. F) 0.73 GLASS "U" VALUE (BTUH /S.F. F) 0.6 GLASS SHADE COEFFICIENT 0.6 LIGHTING (WATTS /S.F.) 1.5 MISC. EQUIP. (TOTAL KILOWATTS.) PEOPLE (TOTAL) 266 COOLING INDOOR DESIGN TEMP. (F) 70 COOUNG OUTDOOR DESIGN TEMP. (F) 85 DB / 67 WB HEATING INDOOR DESIGN TEMP. (F) 70 HEATING OUTDOOR DESIGN TEMP. (F) 24 1 BRICKLAYERS AND AWED CRAFTWORKERS INTERNATIONAL UNION NEW MEETING HALL AND ADMINISTRATIVE OFFICE BUILDING 15208 52nd avenue South, Tukwila. Washington MECHANICAL LEGENDS & COMISSIONING NOTES u o W 1 I 0� �� 22 Oa < % 6 w Q _a2 0 s e V u Z. '. 256)4 . AL 1 p(PI - - /16/04 1 r 180 Nickerson, Suite #304 S I D E R+ B Y E R S Seattle, Washington 98109 Phone: 206.285.2966 Y • CHANICAL ENGINEERS Fax: 206.285.1045 :AST REVISED NO. M O.1 0 . MECHANICAL SHEET LIST MO.1 LEGENDS, NOTES M11 MECHANICAL EQUIPMENT SCHEDULES M2.1 LOWER LEVEL HVAC FLOOR PLAN M2.2 ENLARGED LOWER LEVEL PLAN M2.3 UPPER LEVEL HVAC PLAN M3.1 DETAILS M4 1 HYDRONIC SCHEMATIC AND DETAILS M5.1 HAVC CONTROLS P0.1 LEGEND, SYMBOLS AND SCHEDULES P2.0 FOUNDATION PLAN- PLUMBING P2.1 BASEMENT FLOOR PLAN- PLUMBING P2.2 FIRST FLOOR PLAN - PLUMBING P3.1 PARTIAL FLOOR PLAN, RISER DIAGRAM P3.2 DETAILS HVAC GENERAL NOTES 1 . THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET, WHICH MAY BE REQUIRED. THE HVAC CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES AND IS TO VERIFY ALL CLEARANCES BEFORE COMMENCING WORK. 2. MATERIALS, METHODS AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE MECHANICAL CODE, BUILDING CODE, UNIFORM FIRE CODE, ENERGY CODE AND LOCAL CODES AND ORDINANCES. 3. DUCT CONSTRUCTION AND HANGING SHALL COMPLY WITH CHAPTER 10 OF THE 1997 MC AND WITH CURRENT SMACNA STANDARDS. 4. JOINTS OF DUCT SYSTEM SHALL BE SEALED WITH GASKETS OR LISTED MASTIC TYPE DUCT SEALANT. 5. DUCTS SHALL BE INSULATED AS INDICATED ON PLANS TO MEET THE REQUIREMENTS OF THE 2001 W.S.E.C. AND SPECIFICATION SECTION 15250. 6. FLEXIBLE DUCTS SHALL ONLY BE USED WHERE SHOWN AND SHALL NOT EXCEED 6 FT IN LENGTH UNLESS NOTED OTHERWISE. 7. PROVIDE EARTHQUAKE RESTRAINT FOR HVAC EQUIPMENT IN ACCORDANCE WITH SECTION 2336 OF THE 1997 BC. 8. PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOOR SHALL BE SLEEVED AND FIRE STOPPED WITH LISTED MATERIALS SO AS TO MAINTAIN THE INTEGRITY AND RATING OF THE FLOOR OR WALL. 9. PROVIDE SUPPLY DUCT SMOKE DETECTOR(S) FOR AUTOMATIC SHUT DOWN OF ALL HEATING OR COOLING EQUIPMENT DELIVERING IN EXCESS OF 2000 CFM IN ACCORDANCE WITH THE 1997 MC. POWER WIRING AND INTERLOCK WIRING WITH THE BUILDING FIRE ALARM SYSTEM IS BY THE ELECTRICAL CONTRACTOR. 10. HVAC EQUIPMENT, VALVES AND DAMPERS SHALL BE LOCATED IN EASILY ACCESSIBLE LOCATIONS, UNLESS SHOWN ON ARCHITECTURAL DRAWINGS. REQUIRED ACCESS PANELS SHALL BE PROVIDED BY THE HVAC CONTRACTOR AND INSTALLED BY THE GENERAL CONTRACTOR. . . • ENERGY CODE NOTES 1. SEE SCHEDULE FOR EQUIPMENT TYPE, CAPACITY AND EFFICIENCY. 2. PROVIDE THERMOSTAT CONTROLS CAPABLE OF A FIVE (5) DEGREE DEADBAND BETWEEN HEATING AND COOLING. 3. PROVIDE AUTOMATIC SETBACK CONTROLS WITH NIGHT SETBACK AND SEVEN (7) DIFFERENT DAY TYPES. 4. PROVIDE DAMPERS FOR OUTSIDE AIR INTAKES AND EXHAUST FANS WHICH CLOSE AUTOMATTICALLY WHEN THE SYSTEM IS OFF, EXCEPT FOR THOSE SYSTEMS WHICH OPERATE CONTINUOUSLY. 5. PROVIDE GAS-FIRED HEATING EQUIPMENT WITH MODULATING OR STAGED CONTROL FOR ALL EQUIPMENT OVER 225 MBH. ' 6. PROVIDE A MEANS OF BALANCING EVERY AIR SUPPLY OUTLET AND AIR OR WATER TERMINAL DEVICE. 7. SIMULTANEOUS HEATING AND COOLING IN A ZONE IS NOT PERMITTED. '8. SEAL TRANSVERSE .AND LONGITUDINAL SEAMS OF ALL DUCTWORK. 9. DUCT INSULATION: SEE SPECIFICATION SECTION 15250. 10. PIPE INSULATION: SEE SPECIFICATION SECTION 15250. 11.ALL ELECTRIC MOTORS GREATER THAN 1.0 HP SHALL MEET WSEC TABLE 1 4-4 EFFICIENCY REQUIREMENTS. • SYMBOL i • • ------ -- -- ---- ■111111141111....IMM 0 m OR 2 OR MECHANICAL SYMBOLS LEGEND ■ ■ VD SD S /F ED BDD 0 oa OBD FCO WCO AFF NTS SS GSM EG CD VTR AP SA RA EA ABBRV CW NW HWC W W V 4, DESCRIPTION PLUMBING EQUIPMENT MECHANICAL EQUIPMENT DIFFUSER /GRILLE TYPE CFM DETAIL NUMBER SHT. WHERE DETAIL IS DRAWN FLAG NOTE COLD WATER HOT WATER HOT WATER CIRCULATING WASTE (BURIED) WASTE (ABOVE GRADE) VENT NATURAL GAS FIRE SERVICE COMPRESSED AIR CONDENSATE RAINLEADER OVERFLOW DRAIN GATE VALVE BALL VALVE OR GAS COCK CHECK VALVE UNION LINED DUCT ti FLEX DUCT �. SUPPLY DUCT RETURN OR EXHAUST DUCT VOLUME DAMPER . MOTORIZED CONTROL DAMPER REMOTE OPERATED VOLUME DAMPER , SMOKE DAMPER COMBINATION SMOKE /FIRE DAMPER FIRE DAMPER BACKDRAFT DAMPER FLEX CONNECTION TURNING VANES THERMOSTAT, SENSOR MOUNT 0 4' -6" A.F.F. OPPOSED BLADE DAMPER FLOOR CLEANOUT WALL CLEANOUT ABOVE FINISHED FLOOR NOT TO SCALE STAINLESS STEEL GALVANIZED SHEET METAL EXHAUST GRILLE CEILING DIFFUSER VENT THROUGH ROOF ACCESS PANEL SUPPLY AIR RETURN AIR EXHAUST AIR SEPARATE P ERMIT AND APPROVAL REQUIRED MN CP TUNIIIIIA AUG 1 1 Z, k;3 +'VIT wYL,.:1 y• 1 CONDENSING UNIT SCHEDULE NOMINAL TONS NET MBH EER 1 9.25 VOLT 208 PHASE 3 I MCA 27 OP. VT. 260 NOTES: MARK MATCH TO UNIT MAKE MODEL CU -1A BCU- -1 BOILER SCHEDULE TTA 072D3 ' . 67 MARK . MFR. TRANE INPUT 6 OUTPUT 1 BOILER 208 3 27 260 - HEAD 1 BCU -2 I HA 036D3 GAS INLET WT. 10.1 208.0 3.0 MODEL MBH IN -LINE MBH i RATING 1 80.0% 1 EWT I LWT 35.4 GPM ! LOSS FLA 160 VOLT /PH PRESSURE .LBS. TRANE NOTES: ' 3 8 -1 LOCHINVAR CHNO501 500 1 420 150 I 180 i 40 4 FT. 6.3 10.1 115/1 5 -10" 450 18 2 STAGE HEATING., POWER VENT CAP MOD. 3VK 3016, 1 CU -6 BCU -6 TRANE TTA 036D3 , I FLOW SWITCH, TEKMAR 252 -1 CONTROL PANEL r 3.0 18 160 200 X I X BCU-3 - OFFICE I AIRE _ 36 BHX3 -2 1200 I 105 43 . 1 I 26 4 { 3 60 3/4 208/1 208/1 ___j 200 X CONDENSING UNIT SCHEDULE NOMINAL TONS NET MBH EER 1 9.25 VOLT 208 PHASE 3 I MCA 27 OP. VT. 260 NOTES: MARK MATCH TO UNIT MAKE MODEL CU -1A BCU- -1 TRANE TTA 072D3 6 67 CU -1B BCU -1 TRANE TTA 07203 6 67 9.25 208 3 27 260 - CU -2 BCU -2 TRANE HA 036D3 3 35.4 10.1 208.0 3.0 18 160 IN -LINE CU -3 BCU -3 TRANE TTA 036D3 3 35.4 10.1 208.0 3.0 18 I 160 KTnmt'a . C U -4 BCU -4 TRANE HA 036D3 3 35.4 10.1 208.0 3.0 18 160 X CU-5 BCU -5 TRANE TTA 036D3 3 35.4 10.1 208.0 3.0 18 160 1.0 CU -6 BCU -6 TRANE TTA 036D3 3 35.4 10.1 208.0 3.0 18 160 200 3 1. ASME RATEC 1. PROVIDE TXV ON ALL DX COILS. 2. FACTORY MIXING BOx WITH MODULATING ECONOMIZER. 3. PROVIDE VARIABLE FREQUENCY DRIVE (VFD). 4. PROVIDE 2" FILTERS 5. PROVIDE 208V -24V FAN RELAY CONTROL PAOKAGE. 1Vu L : �B►AZU J1L � (U 1. SCROLL COMPRESSORS 2. CRANKCASE HEATER 3.ANTI -CYCLE TIMER 0 V 1 • 1. SEE ARCHITECTURAL SPEC. FOR FINISH COLOR. 2. PROVIDE ALUMINUM BIRDSCREEN. 3. PROVIDE MULLIONS, AND INSTALLATION HARDWARC AS REQUIRED. MULLION SPACING IS 48" MAX. • EXHAUST FAN SCHEDULE MARK EF -1 SERVES I MFR TOILET EXHAUST GREENHECK MODEL BSO 90 -5 TYPE CFM INLINE CENTRUFUGE 1025 SP INCH WC RPM 0.5" 1 HP HP VOLT /PH 1/2 I 120/1 WT. LBS SONES 100 18.0 REMARKS SOUND LINE CABINET ) it73.,?..4/164 4F erfinftra AUG .1 1 C3 Plow ceina SEPARATE 10 PERMIT IW11O APPROVA REQUIRED A. LIST REV= Sheet No. `EXPIRES /16/04 I Cr) . 8 co to cn N a ?t V NO _m Z cN � o Q.� M1.1 N W W u z w J U Z 4 Z W 44 PUMP SCHEDULE ,MARK MAKE _ MODEL ACCEPTANCE VOLUME MARK MAKE MODEL I SERVICE TYPE GPM IT. HEAD EFF. AX -40 RPM . HP 49 VOLT /PH WT. NOTES I i HWP -1 ARMSTRONG 1060-11/2D I .HYDRONIC IN -LINE 40 35 56 - 1800 3/4 50F 1 1 115 85 11- 12 "X24" I HWP-2 ARMSTRONG 1050-11/2B I . BOILER IN -LINE 40 15 48 1/2" EGG CRATE, ALUMINIUM WHITE 1800 1/2 12 " -12" 115 1 58 TITUS 355 RL KTnmt'a . 36 "X24" 1 FRAMES TYP 28 WG -2 60 . 3.0 1 I 780 X X I X X 1 3 1. ASME RATEC 1. PROVIDE TXV ON ALL DX COILS. 2. FACTORY MIXING BOx WITH MODULATING ECONOMIZER. 3. PROVIDE VARIABLE FREQUENCY DRIVE (VFD). 4. PROVIDE 2" FILTERS 5. PROVIDE 208V -24V FAN RELAY CONTROL PAOKAGE. 1Vu L : �B►AZU J1L � (U 1. SCROLL COMPRESSORS 2. CRANKCASE HEATER 3.ANTI -CYCLE TIMER 0 V 1 • 1. SEE ARCHITECTURAL SPEC. FOR FINISH COLOR. 2. PROVIDE ALUMINUM BIRDSCREEN. 3. PROVIDE MULLIONS, AND INSTALLATION HARDWARC AS REQUIRED. MULLION SPACING IS 48" MAX. • EXHAUST FAN SCHEDULE MARK EF -1 SERVES I MFR TOILET EXHAUST GREENHECK MODEL BSO 90 -5 TYPE CFM INLINE CENTRUFUGE 1025 SP INCH WC RPM 0.5" 1 HP HP VOLT /PH 1/2 I 120/1 WT. LBS SONES 100 18.0 REMARKS SOUND LINE CABINET ) it73.,?..4/164 4F erfinftra AUG .1 1 C3 Plow ceina SEPARATE 10 PERMIT IW11O APPROVA REQUIRED A. LIST REV= Sheet No. `EXPIRES /16/04 I Cr) . 8 co to cn N a ?t V NO _m Z cN � o Q.� M1.1 N W W u z w J U Z 4 Z W 44 EXPANSION TANK SCHEDULE ,MARK MAKE _ MODEL ACCEPTANCE VOLUME TOTAL i VOLUME _ DIMENSIONS WEIGHT A NOTES: DIA HEIGHT LT -1 ARMSTRONG AX -40 5 + 22 I 12 49 59 12"X12" Xrnmt'a SIDE WALL SUPPLY REGISTER TITUS 300RL HORIZONTAL, DOUBLE DEFFECTION, STEEL, WHITE 12"X6 S -1 16 "X6 3 1. ASME RATEC 1. PROVIDE TXV ON ALL DX COILS. 2. FACTORY MIXING BOx WITH MODULATING ECONOMIZER. 3. PROVIDE VARIABLE FREQUENCY DRIVE (VFD). 4. PROVIDE 2" FILTERS 5. PROVIDE 208V -24V FAN RELAY CONTROL PAOKAGE. 1Vu L : �B►AZU J1L � (U 1. SCROLL COMPRESSORS 2. CRANKCASE HEATER 3.ANTI -CYCLE TIMER 0 V 1 • 1. SEE ARCHITECTURAL SPEC. FOR FINISH COLOR. 2. PROVIDE ALUMINUM BIRDSCREEN. 3. PROVIDE MULLIONS, AND INSTALLATION HARDWARC AS REQUIRED. MULLION SPACING IS 48" MAX. • EXHAUST FAN SCHEDULE MARK EF -1 SERVES I MFR TOILET EXHAUST GREENHECK MODEL BSO 90 -5 TYPE CFM INLINE CENTRUFUGE 1025 SP INCH WC RPM 0.5" 1 HP HP VOLT /PH 1/2 I 120/1 WT. LBS SONES 100 18.0 REMARKS SOUND LINE CABINET ) it73.,?..4/164 4F erfinftra AUG .1 1 C3 Plow ceina SEPARATE 10 PERMIT IW11O APPROVA REQUIRED A. LIST REV= Sheet No. `EXPIRES /16/04 I Cr) . 8 co to cn N a ?t V NO _m Z cN � o Q.� M1.1 N W W u z w J U Z 4 Z W 44 AIR SEPARATOR SCHEDULE MARK MAKE MODEL CONNECTION GPM HEAD FT NOTES SIZE TYPE AS -1 _ ARMSTRONG VAS -2 2" VORTEX 40 .80' W /N0. 75 AUTO -VENT 10"X10" CD -3 12"X12" CD -4 SIDE WALL SUPPLY REGISTER TITUS 300RL 3 1. ASME RATEC 1. PROVIDE TXV ON ALL DX COILS. 2. FACTORY MIXING BOx WITH MODULATING ECONOMIZER. 3. PROVIDE VARIABLE FREQUENCY DRIVE (VFD). 4. PROVIDE 2" FILTERS 5. PROVIDE 208V -24V FAN RELAY CONTROL PAOKAGE. 1Vu L : �B►AZU J1L � (U 1. SCROLL COMPRESSORS 2. CRANKCASE HEATER 3.ANTI -CYCLE TIMER 0 V 1 • 1. SEE ARCHITECTURAL SPEC. FOR FINISH COLOR. 2. PROVIDE ALUMINUM BIRDSCREEN. 3. PROVIDE MULLIONS, AND INSTALLATION HARDWARC AS REQUIRED. MULLION SPACING IS 48" MAX. • EXHAUST FAN SCHEDULE MARK EF -1 SERVES I MFR TOILET EXHAUST GREENHECK MODEL BSO 90 -5 TYPE CFM INLINE CENTRUFUGE 1025 SP INCH WC RPM 0.5" 1 HP HP VOLT /PH 1/2 I 120/1 WT. LBS SONES 100 18.0 REMARKS SOUND LINE CABINET ) it73.,?..4/164 4F erfinftra AUG .1 1 C3 Plow ceina SEPARATE 10 PERMIT IW11O APPROVA REQUIRED A. LIST REV= Sheet No. `EXPIRES /16/04 I Cr) . 8 co to cn N a ?t V NO _m Z cN � o Q.� M1.1 N W W u z w J U Z 4 Z W 44 DIFFUSER AND GRILLE SCHEDULE ITEM MAKE MODEL DESCRIPTION SIZE MARK CEILING DIFFUSER TITUS MCD SO. NECK PER PLANS 4 ADJ. MODULAR CORES STEEL WHITE ENAMEL 6 "X6" CD -1 8 "X8" CD -2 10"X10" CD -3 12"X12" CD -4 SIDE WALL SUPPLY REGISTER TITUS 300RL HORIZONTAL, DOUBLE DEFFECTION, STEEL, WHITE 12"X6 S -1 16 "X6 S -2 CFM - RETURN GRILLE TITUS 50F 1 1 1/2" EGG CRATE, ALUMINIUM WHITE 12"X12" 11- 12 "X24" I R -2 24 "X24" R-3 16"X16" R -4 EXHAUST GRILLE - TITUS 50F 1/2" EGG CRATE, ALUMINIUM WHITE 8 " -8" EA -1 12 " -12" EA -2 WALL GRILLE TITUS 355 RL HORIZONTAL, STEEL WHITE 36 "X24" WG- 1 FRAMES TYP 28 WG -2 3 1. ASME RATEC 1. PROVIDE TXV ON ALL DX COILS. 2. FACTORY MIXING BOx WITH MODULATING ECONOMIZER. 3. PROVIDE VARIABLE FREQUENCY DRIVE (VFD). 4. PROVIDE 2" FILTERS 5. PROVIDE 208V -24V FAN RELAY CONTROL PAOKAGE. 1Vu L : �B►AZU J1L � (U 1. SCROLL COMPRESSORS 2. CRANKCASE HEATER 3.ANTI -CYCLE TIMER 0 V 1 • 1. SEE ARCHITECTURAL SPEC. FOR FINISH COLOR. 2. PROVIDE ALUMINUM BIRDSCREEN. 3. PROVIDE MULLIONS, AND INSTALLATION HARDWARC AS REQUIRED. MULLION SPACING IS 48" MAX. • EXHAUST FAN SCHEDULE MARK EF -1 SERVES I MFR TOILET EXHAUST GREENHECK MODEL BSO 90 -5 TYPE CFM INLINE CENTRUFUGE 1025 SP INCH WC RPM 0.5" 1 HP HP VOLT /PH 1/2 I 120/1 WT. LBS SONES 100 18.0 REMARKS SOUND LINE CABINET ) it73.,?..4/164 4F erfinftra AUG .1 1 C3 Plow ceina SEPARATE 10 PERMIT IW11O APPROVA REQUIRED A. LIST REV= Sheet No. `EXPIRES /16/04 I Cr) . 8 co to cn N a ?t V NO _m Z cN � o Q.� M1.1 N W W u z w J U Z 4 Z W 44 BLOWER COIL UNIT SCHEDULE . I MAKE MODEL WIDTH HEIGHT FREE AREA MATERIAL EXTERNAL O.A. COOLING COIL HEATING COIL FAN MOTOR DATA ELF 375 D WEIGHT 72 ! ACCESSORIES MARK i SERVED NO FLANGE TYPE MFR. / MODEL CFM ELF 375 D , S.P." CFM TOTAL MBH SENS. STAGES TOTAL MBH GPM 1 WPD EAT HP VOLT /PH (LBS) 1 1 2 3 4 5 1 6 BCU -1 MEETING RM. MAGIC AIRE 180 BHX3 -2 5400 1.2 VARIES 185 140 2 1 305 28 8 60 . 3.0 1 208/3 780 X X X X X 1 BCU-2 CONFERENCE MAGIC AIRE 36 BVX -HH2 1200 1.0 150 43 31 1 1 35 4 1 3 60 3/4 208/1 200 X X � X BCU-3 - OFFICE ^ MAGIC AIRE _ 36 BHX3 -2 1200 1 0 105 43 31 1 I 26 4 { 3 60 3/4 208/1 208/1 ___j 200 X X ( X BCU -4 DILBERTVILLE MAGIC AIRE 36 BVX -HH2 1200 I 1 0 150 43 31 1 37 4 3 60 3/4 200 X X X BCU-5 WEST TENANT MAGIC AIRE _ 36 BVX -HH2 _ 1200 I . 1.0 180 43 _ 31 I 1 1 37 4 3 60 3/4 208/1 200 X X 1 X X BCU -6 EAST TENANT MAGIC AIRE 36 BHX3 -2 1200 1.0 180 I 43 31 1 1 37 4 3 60 3/4 208/1 200 X X ( ACCFSSC)RIFS- - - 3 1. ASME RATEC 1. PROVIDE TXV ON ALL DX COILS. 2. FACTORY MIXING BOx WITH MODULATING ECONOMIZER. 3. PROVIDE VARIABLE FREQUENCY DRIVE (VFD). 4. PROVIDE 2" FILTERS 5. PROVIDE 208V -24V FAN RELAY CONTROL PAOKAGE. 1Vu L : �B►AZU J1L � (U 1. SCROLL COMPRESSORS 2. CRANKCASE HEATER 3.ANTI -CYCLE TIMER 0 V 1 • 1. SEE ARCHITECTURAL SPEC. FOR FINISH COLOR. 2. PROVIDE ALUMINUM BIRDSCREEN. 3. PROVIDE MULLIONS, AND INSTALLATION HARDWARC AS REQUIRED. MULLION SPACING IS 48" MAX. • EXHAUST FAN SCHEDULE MARK EF -1 SERVES I MFR TOILET EXHAUST GREENHECK MODEL BSO 90 -5 TYPE CFM INLINE CENTRUFUGE 1025 SP INCH WC RPM 0.5" 1 HP HP VOLT /PH 1/2 I 120/1 WT. LBS SONES 100 18.0 REMARKS SOUND LINE CABINET ) it73.,?..4/164 4F erfinftra AUG .1 1 C3 Plow ceina SEPARATE 10 PERMIT IW11O APPROVA REQUIRED A. LIST REV= Sheet No. `EXPIRES /16/04 I Cr) . 8 co to cn N a ?t V NO _m Z cN � o Q.� M1.1 N W W u z w J U Z 4 Z W 44 LOUVER SCHEDULE t MARK I MAKE MODEL WIDTH HEIGHT FREE AREA MATERIAL - FINISH NOTES: L -1 RUSKIN ELF 375 D 48 1 72 ! 12 STEEL KYNAR NO FLANGE L - 2 I RUSKIN ELF 375 D 48 24 4 STEEL KYNAR NO FLANGE I 3 1. ASME RATEC 1. PROVIDE TXV ON ALL DX COILS. 2. FACTORY MIXING BOx WITH MODULATING ECONOMIZER. 3. PROVIDE VARIABLE FREQUENCY DRIVE (VFD). 4. PROVIDE 2" FILTERS 5. PROVIDE 208V -24V FAN RELAY CONTROL PAOKAGE. 1Vu L : �B►AZU J1L � (U 1. SCROLL COMPRESSORS 2. CRANKCASE HEATER 3.ANTI -CYCLE TIMER 0 V 1 • 1. SEE ARCHITECTURAL SPEC. FOR FINISH COLOR. 2. PROVIDE ALUMINUM BIRDSCREEN. 3. PROVIDE MULLIONS, AND INSTALLATION HARDWARC AS REQUIRED. MULLION SPACING IS 48" MAX. • EXHAUST FAN SCHEDULE MARK EF -1 SERVES I MFR TOILET EXHAUST GREENHECK MODEL BSO 90 -5 TYPE CFM INLINE CENTRUFUGE 1025 SP INCH WC RPM 0.5" 1 HP HP VOLT /PH 1/2 I 120/1 WT. LBS SONES 100 18.0 REMARKS SOUND LINE CABINET ) it73.,?..4/164 4F erfinftra AUG .1 1 C3 Plow ceina SEPARATE 10 PERMIT IW11O APPROVA REQUIRED A. LIST REV= Sheet No. `EXPIRES /16/04 I Cr) . 8 co to cn N a ?t V NO _m Z cN � o Q.� M1.1 N W W u z w J U Z 4 Z W 44 18 GAUGE SHEET METAL COVER PIPE CLAMP (TYPICAL) 5/I6"X1 -I /4" FLAT HEAD MACHINE SCREW AND NUT 3/8 "X2I /2 "X8 "PLATE W/ 2 - 3/8 EXPANSION BOLTS 3" LONG. UNISTRUT PIPE CLAMP (TYP.) INSULATION (TYP.) NOTE: RUN STEEL COVER CONTINUOUS FROM CONDENSING UNITS TO RISERS OR PENETRAT IONS AT BUILDING WALL. REFRIGERANT SUPPORT DETAIL ANGLE IRON UNISTRUT P1026 20 GAUGE GALVANIZED SLEEVE 6" LONG. (TYP.) INSULATION AROUND SUCTION LINES 2 "X2 "X3/ 16" ANGLE 1 -5/8" CHANNEL /--- POST PLATE UNISTRUT P20124 (TYP). ANCHOR TO SLAB. CONCRETE EQUIPMENT PAD CU -4 ON STAND 18 GAUGE GALVANIZED 51-1EET METAL PROTECTIVE COVER. RUN FROM GOND UNIT TO BUILDING. 1 5/8" X 1 5/8" UN I STRUT CHANNEL (GALVANIZED) (TYPJ SEE " SCALE PLANS 4 SECTIONS ON SHEET M2.2 CH AN I CAL I BcU I l BCU - 2 I I ; T HALLWAY LOUVER 48X24 RELIEF 32 X20 RA 12 RA SCALE: 1/8'0' - 0' 26X 16 RA 36X 18 TRANS TO 36X24 COURTYARD 18X12 SA BASEMENT FLOOR - MECHANICAL FLAG NOTES .� TRANS REMOTE DAMPER QUADS IN SHEETROCK CEILINGS. (TYP) 14X12 5A 16X12 5A 18X12 5A EX ES 2/16/04 • a ,,� , �..� . ` .,,•�� `• : . I 0 31 BOILER WALL VENT INTAKE ►A:AP BELOW L OCATE FLUE 10' FROM INTAKE LOUVER 6" BOILER VENT ABOVE, 6" CA DUCT BELOW j5F- 'RINKLER /RISER AREA l J CA1: 16X 12 OSA I" CONDENSATE TO FD OFFSET UP - 36X18 5A W/ I" SL 0 I CU-IA I Y � CU-I5 REFRIGERANT PIPING ZJ I CU-21 M CU -4 I cu -s a TRANS STORAGE '4"8 ->k SCALE: 1/4'•1' -0' *S► � Bcu -i � I ;I I. CU-3 1 I cu - 6 1 i IOXIO 054 _ M SI NWS c R, RERIG. z 16X12 054 ELEVATE UNIT ON UNISTRUT STAND TO ALLOW PIPING TO PASS BELOW. . 1 1 ____ ih- 1LECTRIC4L SERVICE A i 'NO DUCT OR EQUIPMENT ABC�vE SERvICE GEAR 36X 18 5A IOXIO 05A IOXIO 05A "C PARTIAL STORAGE ROOM PLAN 48X24 TO 48X20 TRANS I6XI4 UP �/• MEN 6 ... I6XI4 UP BCU -4 SEE WALL SECTION "J" ON ARCH PLAN iI 24X20 DAMPER 4 -36Xt4 R4 UFI! 1 GOORDIN UJALL PENETRATION W/ G.C. — EX4-1 AU5T AIR UP 5/F DAMPER \ AT ftQOR LEVEL 10" • V • r 16X12 OSA rA 11111 4 11 4E0 V FD MOUNT UNIT • AT 1-0" AFF GROUP ALL IOXIO 05A DAMPER THERMOSTATS ---l] 12x20 RA • acud 05A TRANS 16X56 TO 20X40 16X I2 OSA TO BCU' S SECTION 1/4 "m1' -0' SECTION 1/4'•1' -0' i I6X 14 RA I6XIC' 05A --- 14X 10 05■ J REFRIGERANT PIPING IN TRUSS BAYS STEEL CHANNEL W/ SPRING - ISOLATORS FACTOR' MIXING BOX 32X20 RA W/ 1" 5.L. 18" DEEP PLENUM 5L I" W/ INTERNAL PARTITION FOR 05A TO OTHER BCU' S �-- LOUVER L -I 12 "X48" SLEEVE WALL ,r-- REFRIGERANT PIPING f 4 CONTROL CONDUIT �--= SEE DETAIL 3/M3.2 1 36X16 RA �— GROUP DUCTS AND PENETRATE SHEAR WALL. COORDINATE EXACT LOCATION WITH G.G. I/7 r acu -5 � J I I 18" ICI GSM BLOWER COIL STAND, 16 GA, W/ I" 51. FILTER SEE DETAIL 1/M3.2 34 4" CONDENSATE TO FLOOR DRAIN TYPICAL FOR ALL SCU'S SEE TRAP DETAIL 4/M3.2 I6X14 5A 16x14 RA 36X18 5A (WALL PENETRATION) COORDINATE FLOOR PENETRATION WITH G.C. 16X14 SA I6XI4 RA 10) 10 05A DAMPER TYPICAL, SEE DETAIL 2/M3.2 i SEPARATE PERMIT AND APPROVAL REQUIRED c1ti'G 1 1 2, :1; 0 w CA't UST REVISED e 0 EXP'S 2/16/04 a N O W W Z 0 Z W 4 U Q � 1 2 Nsir M2.2 a TIP OF 4 EA TIP OF4EA 10". SA TIP OF 4 F3CU -6 BCU -5 16X 14 . SA 4 RA ROOF DE 14X14 EA UP TO ROOF VENT, GREEN NECK ,GRSR- I5 U1I T4- I ROOF CURB. 6 ". EA (TYP) C1iL— I Namri c,alm 12". RA {; E OFFICE LEASE SPACE 10"o SA TYP OF 4 51 36X16 RA 0,14 E,4 5/0 DAMPER A ! FLOC.$i LEVEL I EA-1 100 T I 10". 1 L SCALE: 1/8 RF u ONE I ' (2343 LOBBY "GYP OF 3 BRIDGE 1 i� FIRST FLOOR - MECHANICAL CD -3 300 BCU -3 BCU -2 l R 1 10". - Ef'ENLE ROOM 11111 I !II II CD-3 250 RISE UP IN TRUSSES DUCT 14" WIDE FAN COIL M -- r 1/8' ■'1 -0' MEN WOMEN WOMEN I Y HALL STAGE BUILDING SECTION OPEN OFF � NOTE: HANG EF -1 FROM STRUCTURE WITH 3 /8" THREADED ROD, TIG4IT TO CEILING. MOW CIPPIER S EPARATE PERMIT AND APPROVAL R� J�ii�FO 4c Q H 0 E CD z J arc a Z .,J O CO Y. 4 O W ~ O 0) � 0 � t 0 0 o = z v � z � W W � W U Z LAST REVISED Sheet No. M2.3 h LA NOTE: 1111111111111111111 TYPICAL FOR ALL R.A. GRILLES 4 RETURN AIR GRILLE M3.1 N.T.S. ' - � — RETURN DUCT RTN. AIR GRILLE AIR FLOW SASH LOCK TYP. OF 2 N.T.S. (MODIFY DOOR FOR HINGED ACCESS) FLEX CONNECTION 1/8" THICK NEOPRENE GASKET FURNACE HINGE FULL I-IEIGI -1T EXTERNAL FILTER SECTION DETAIL NOTE: L =I/4 W (4" MINIMUM.) MAIN AIR DUCT F.A. DUCT W/ LINER M3.1 DUCT CONNECTION O ALL COMPONENTS TO BE A5 SPECIFIED: NO SUBSTITUTIONS OR 5140P / FIELD FABRICATED PARTS. © SIZE DAMPERS AS INDICATED ON DRAWINGS. DAMPER FRAME TO COMPENSATE FOR DUCT LINER THICKNESS. FRESH AIR DAMPER e ASSEMBLY DETAIL M3.1 N.T.S. DAMPER ACTUATOR MOTORIZED DAMPER AIR BRANCH DUCT (TYPICAL) I- ZINGED, 51-1A5-I LOCK ACCESS DOOR ( IO"x 10") LOCKING QUADRANT MANUAL AIR BALANCE DAMPER SET TO AIR QUANITIES ON AIR BALANCE SCHEDULE. MARK SETPOINT AFTER AIR BALANCING. 24 GA. LOCKING QUADRANT HANDLE OR REMOTE CEILING OPERATOR WI -SERE DAMPER IS INACCESSIBLE U REMOtE CABLE LINKAGE TO – CEILING ADJUSTING QUADRANT CEILING DIFFUSER al/ DIFFUSER PLENUM INSULATION FLEX DUCT 45 TAP 22 GA. BLADE NEOPRENE BUSHING EACH END YOUNG REGULATOR, MODEL 5020 CC VOLUME CONTROL DAMPER 22 GA. RIGID SHEET METAL WRAPPED WIN INSULATION 7 - INSULATED FLEX DUCT MAX. LENGTH 6 -0" SEE SECTION 1 (T (P.) SQUARE TO ROUND TAKE -OFF DETAIL M3.1 Scale: NONE errMitr 1 1 23f:3 Pew CENT SEPARATE PERMIT AND APPROVAL REQUIRED 0 OVER SIZE PLENUM BOX FOR S.L. 1 "X 1 "X I" Z METAL ON DIFFUSER -L 10"X10" AND SMALLER. 6" MAXIMUM FLEX DUCT. PERF. DIFFUSER PLATE • CEILING DIFFUSER TYPICAL DIFFUSER M 3 . 1 N.T.S. SNEE? METAL PLENUM WITH I" LINER CEILING T -BAR OR SURFACE MOUNT DIFFUSER FOR GWB CEILING NORMALLY CLOSED COMBINATION FIRE /SMOKE DAMPER WELD OR BOLT FIRE DAMPER TO SLEEVE • NOTE ELECTRICAL POWER CONNECTION REQUIRED COORDINATE W/ ELECTRICAL SECTION OF WORK CONTINUOUS WELDED 16 GA. SLEEVE i t 3" MN fr �- OPERATOR ACCESS DOOR I -1/2" x 1 -1/2" x 1/8" ANGLE ALL AROUND. DO NOT SECURE TO WALL. WELD OR BOLT TO SLEEVE. U.L. LISTED COMBINATION FIRE /SMOKE DAMPER N.T.S. J +u.. .......r.... �,._... �... ...•. t..• .%. ... • .14 ,,.... ,. r 4 1-103 LINE WHERE 51-4OU ON SCHEME. SEE 5HEET M -4. SHUT -OFF VALVE ADJUST BALL - VALVE TO PREVENT EXCESSIVE CIRCULATION TI-IRU FEEDER S.A. DUCT- CIRCUIT BALANCING VALVE (SELECTED FOR RATED FLOW AT MID RANGE OF SCALE) BALL VALVE (TYP.) 3/4" 3 /4". X 12" LONG AIR CHAMBER - HIGH POINT OF MAIN 0 - NOT WATER COIL 1 AIR FLOW I 1 1 -1-1111R- 1-1W5 NOTE: REDUCE PIPING AT COIL CONNECTIONS IF NECESSARY 1/4" HWS LINE WHERE SHOWN ON SCHEME. SEE SHEET M -4. I/4" PETCOCK ACCESS CAP ( SCREWED) 3/4" KNEE BRACE SUPPORT MADE OF 2 "X2 "X3 /I6 "XI' -O" MITRE JOINT AND WELD. ANCHOR rdi WALL WITH TWO 110 X 3" LONG WOOD SCREWS PER ANGLE. PROVIDE 2" X 12" SOLID BLOCKING IN WALL SEE DETAIL A /A -I4. CHEMICAL FEEDER 3/4" DRAIN VALVE WITH MALE NOSE END. � l CHEMICAL TREATMENT SCHEME N.T.S. � R.A. DUCT ITC STRAINER EDUCER TYP. 3 -WAY ATC VALVE (3 PSI DROP) BCU UNIT H.W. CONNECTION DETAIL N.T.S. EXTEND PIPE TO 6' AFF --GALL VALvE —1/2" MALE NOSE END CONNECTION. \-MAIN MANUAL AIR VENT DETAIL N.T.S. UNION (TYP.) BALANCE COCK/ BALL VALVE 3 WAY CONTROL VALVE, MODULATED BY BOILER CONTROL PANEL. DIAPHRAGM TYPE EXPANSION TANK V 0 11 r L LOOK RETURN SENSOR FLOW SWITCH SENSO v GENERAL NOTES: I. PROVIDE UNION SHUT -OFF VALVE � AT ALL CONNECTIONS TO EQUIPMENT 2. ALL HORIZONTAL PIPING SHALL BE MIN. 6' - O "A.F.F. 3. SEE NVAC PLANS FOR BOILER COMBUSTION AIR AND VENT SYSTEM. 4. PROVIDE MANUAL AIR VENTS AT ALL 1-1IGI -1 POINTS OF PIPING SYSTEM. SCALE: N.T.S. BYPASS BALL VALVE 3 /4" BACKFLOW PREVENTER W/ 1/2" DRAIN TO FLOOR DRAIN CW MAKEUP, SEE 3 �4 " PRY ASSY. SET AT 15 PSI TO BOILER PANEL =�-- THERMOMETER NWP -I V— CIRCUIT SETTER ENABLE OR TRIPLE DUTY VALVE "—CHECK VALVE li1111ad G LOOP SENSORS TYP OF 4 BOILER PIPING SCHEMATIC PROVIDE GAS COCK, UNION 6" DIRT LEG. (TYP. 2 PLACES) " DRAIN STRAINER T 1 1>a ERIN N 3 NWP -2 I ENABLE ,FLAG NOTES: 0 PROVIDE AT BOTH SIDES OF ALL PUMPS. O PIPING CONTRACTOR SHALL PROVIDE IMMERSION WELL FOR LOOP SENSORS. O AUTO AIR VENT ROUTE 1 '2" DRAIN TO FLOOR DRAIN. O MAXIMUM IS" SECTION BETWEEN BOILER S 4 R O NOT USED O PIPE PRESSURE RELIEF VALVE TO FLOOR DRAIN. Q SEE PUMP DETAIL f 0 - 60 PSI GAUGE TRIPLE DUTY VALVE 2" HWS 4 R HWS CHEMICAL FEEDER KAZIN OUTDOOR AIR SENSOR 1 , 2 „ 1i, 1 i, 4 I I '2" NWS c R REFRIGERANT PIPING (TYP) MANUAL AIR VENT (TYP) L L_ 3 4" HW5 R 3/4" HWS R " I-1WS R c;3 41/6 • 1 R HW COIL (TYP) V V TX VALVE (TYP) Dx COIL MP) (2CKT BCU -I) BCC: I BCU -6 BCU -3 BCU -4 BCU -2 BCU -5 SEPAHAI PERMIT AND APPROVAL orn,IID n AL LAST REVISED Sr .t No. 'Ct too 3 ` • I 2i303 Cbas 0 ck • s ' a it) (J� 6 n1 c / la � N 114 � �N . 2 Q m m o Z g c O CV O co CD M4.1 Cr irJ z V 7 a I V) CL z • 4 4 1 HW5 LINE WHERE SHOWN ON SCHEME. SEE 5HEET M -4. SHUT -OFF vALvE ADJUST BALL vALvE TO PREVENT ExCESSI vE CIRCULATION THRU FEEDER 3/4" I-IW5 LINE WHERE SFIOWN ON SCHEME. SEE SHEET M -4. 1/4" PETCOCK ACCESS CAP (SCREWED) 3/4 / I/4" V KNEE BRACE SUPPORT MADE 11\_. 2 "x2 "x3 /I6 "x1' - O" MITRE JOINT AND WELD. ANCHOR TO WALL WITH TWO 1110 x 3" LONG WOOD SCREWS PER ANGLE. PROVIDE 2" X 12" SOLID BLOCKING IN WALL SEE DETAIL A /A -14. \____ CHEMICAL FEEDER 3/4" DRAIN VALVE WITH MALE NOSE END. 1 CHEMICAL TREATMENT SCHEME M8.1 N.T.S. 3 WAY CONTROL VALVE, MODULATED BY BOILER CONTROL PANEL. DIAPHRAGM TYPE EXPANSION TANK L LOOR RETURN SENSOR FLOW SUJITCH SENSOf I S.A. DUCT CIRCUIT BALANCING VALVE (SELECTED FOR RATED FLOW AT MID RANGE OF SCALE) SCALE: N.T.S. BALL VALVE (TYP.) GENERAL NOTES: I. PROVIDE UNION 4 5I4UT -OFF VALVE AT ALL CONNECTIONS TO EQUIPMENT 2. ALL HORIZONTAL PIPING SHALL BE MIN. 6'- O "A.F.F. 3. SEE I-IVAC PLANS FOR BOILER COMBUSTION AIR AND VENT SYSTEM. 4. PROVIDE MANUAL AIR VENTS AT ALL NIGH POINTS OF PIPING S1'5TEM. HOT WATER COIL I i-- -- - 14WR -- HWS NOTE: . REDUCE PIPING AT COIL CONNECTIONS IF NECESSARY N.T.S. I - I I CW MAKEUP, SEE \--3/4" PRv ASSY. SET AT 15 PSI I!Iul b.1 G TYP OF 4 PROVIDE GAS COCK, UNION 6" DIRT LEG. (TYP. 2 PLACES) BOILER PIPING SCHEMATIC R.A. DUCT EDUCER TYP. UNION (TY='.) BYPASS BALL VALVE 3/4" BACKFLOW PREVENTER W/ 1 /2 DRAIN TO FLOOR DRAIN CIRCUIT SETTER OR TRIPLE DUTY VALVE z--CHECK VALVE BALANCE COCK / BALL VALVE -4 z 3 -WAY ATC VALVE (3 PSI DROP) BCU UNIT H.W. CONNECTION DETAIL 1 '2" DRAIN STRAINER 10111111111 3 �� Nu1P -2 ENABLE NU1R 0-60 P5I GAUGE TRIPLE DUTY VALVE NU1S 4 CHEMICAL FEEDER BOILER CONTROL PANEL 3/4". X 12" LONG AIR CHAMBER HIGH POINT OF MAIN OUTDOOR AIR SENSOR FLAG NOTES: PROVIDE AT BOTH SIDES OF ALL PUMPS. ()PIPING CONTRACTOR SHALL PROVIDE IMMERSION WELL FOR LOOP SENSORS. ® ROUTE V' DRAIN TO FLOOR DRAIN. O NOT USED ® NOT USED O PIPE PRESSURE RELIEF VALVE TO FLOOR DRAIN. O SEE PUMP DETAIL 1/2 " EXTEND PIPE TO 6' AFF VALVE —1/2" MALE i END CONNECTION. MAIN MANUAL AIR VENT DETAIL N.T.S. bco 3wir fil ARAT PFRA1 E qpp !T ' N D R R �vAI fQUiREo e LAsT Romp sn..t NO. gy" AUG . 2003 M4.2 .41111/11444 4411•1111111•111Mb • n //\\ // _ \\. 1r I II i I r I , r L. E `� n //\\ // _ \\. 1r I II i I r I , r L. E `� O5A RA I / N.T.S. OUTSIDE AIR DAMPER 1 1 / i I I • � , 24v / 1 � � / 1 \ I / TI- IERMOSTAT T NOT WATER VALVE DX COIL Cu 2,4,5,6 BCU 2,3,4,5,6 CONTROL DIAGRAM DISCHARGE AIR SENSOR FAN RELAY /CONTRACTOR 24v CONTROL TRANSFORMER 208\ , 1P14 BY DIV 16 (CU -IA I CU-1B e ENTNAPY SENSOR ECON DAMPER RELIEF DAMPER ECON. CONTROLLER W/ MIN. 5E T PT. THERMOST BASY 5 MODEL 5Z1011A BCU 1 CONTROL DIAGRAM N.T.S. r • / GENERAL: THE FOLLOWING WORK SHALL BE CONSIDERED TO BE UNDER DIVISION 16: 1 ALL POWER WIRING FROM POWER SOURCE TO EQUIPMENT. 2 CHECKING CURRENT CHARACTERISTICS AND ROTATION OF ALL MOTORS. 3 FURNISHING AND INSTALLING DISCONNECT SWITCHES UNLESS SPECIFICALLY NOTED OTHERWISE. 4 FURNISHING AND INSTALLING ALL STARTERS. THE FOLLOWING WORK SHALL BE CONSIDERED TO BE UNDER DIVISION 15: 1 ALL TEMPERATURE, INTERLOCK, AND EQUIPMENT CONTROL WIRING, CONDUIT, AND APPURTENANCES, HIGH AND LOW VOLTAGE. 2 ALL CONTROL WIRING, LINE OR LOW VOLTAGE, INCLUDING BUT NOT LIMITED TO WIRING THROUGH THE COILS OF THE MAGNETIC STARTERS AND RELAYS, AND THROUGH THE CONTACTS OF THERMOSTATS AND OTHER PILOT DEVICES, EXCEPT WHERE NOTED OTHERWISE. OWNER WILL NOT ENTERTAIN ADDITIONAL COSTS DUE TO LACK OF COORDINATION BETWEEN DIVISION 15 AND DIVISION 16 FAN SEQUENCE A. ' GENERAL EXHAUST EF -1 UNIT SHALL OPERATE WITH OCCUPIED / UNOCCUPIED SCHEDULE FROM BCU-4 THERMOSTAT. PROVIDE FAN MOTOR CONTACTOR. B. EF -2 STAFF ROOM EXHAUST FAN SHALL BE OPERATED BY . A WALL MOUNTED 60 MINUTE TIMER. TIMER BY DIV. 15. OUTSIDE AIR NOT WATER VALVE DX COIL ■ -�-- DISCHARGE AIR TEMP SENSOR \� VFD BY DIY. IS. DISCONNECT BY DIV 16 208v, 3P1 BY DIV 16 - 12OV BY DIV. 16 120V/24V TRANSFORMER BY DIV I. rr BOILER SYSTEM NATURAL GAS BOILER SYSTEM 1. A CENTRAL PANEL SHALL CONTROL THE HYDRONIC HEATING SYSTEM. THE PANEL SHALL CONTROL STAGES OF BOILER FIRING, LOOP TEMPERATURE RESET AND ENABLE PUMPS. TEKMAR 252 -1 PANEL OR APPROVED EQUAL. PROCESSOR SHALL CONTROL LINE VOLTAGE PUMPS THROUGH RELAYS. PANEL SHALL BE U.L. LABELED. PANEL TO OPERATE SYSTEM AS FuLLOWS: a. 120/60/1 SINGLE PANEL SUPPLY POWER CONNECTION b. SEQUENCE BOILER STAGES AS REQUIRED TO MEET SYSTEM LOAD DEMANDS WITH LEAST NUMBER OF STAGES ON —LINE. c. MODULATE BOILER RETURN WATER MIXING VALVE TO MAINTAIN 140 DEGREE RETURN WATER. d. ENABLE BOILER CIRCULATION PUMP AND MAIN LOOP PUMP e. RESET MAIN HEATING SUPPLY LOOP TEMPERATURE BASED ON OUTDOOR AIR TEMPERATURE. f. BOILER PUMPS WILL BE KEPT ON LINE FOR 5 MINUTES AFTER THE BOILER HAS BEEN TAKEN OFF LINE. g. SYSTEM SHALL HAVE A WARM WEATHER SHUTDOWN FEATURE TO SHUTDOWN BOILER SYSTEM AND MAIN LOOP PUMP WHEN OUTSIDE TEMPERATURE RISES ABOVE AN ADJUSTABLE SETPOINT. I. OUTDOOR AIR TEMPERATURE SENOR SHALL PROVIDE INPUT FOR LOOP RESET. • BLOWER COIL UNIT OPERATION GENERAL: SEVEN —DAY PROGRAMMABLE ROOM THERMOSTATS PROVIDE STAGED HEATING, COOLING, VENTILATION, AUTOMATIC CHANGEOVER, FAN CONTROL AND NIGHT SETBACK. THERMOSTATS SHALL BE BASYS SZ 1017A SERIES OR APPROVED EQUAL. BCU -1 1. FAN SHALL RUN CONTINUOUSLY DURING OCCUPIED HOURS. 2. OUTSIDE AIR (ECONOMIZER) DAMPER SHALL OPEN TO MINIMUM SETPOINT DURING OCCUPIED HOURS AND CLOSE DURING UNOCCUPIED HOURS. 3. TWO STAGES OF COOLING SHALL SEQUENCE CONDENSING UNITS. 4. HOT WATER HEATING SIGNAL SHALL PROVIDE MODULATING CONTROL OF HOT WATER VALVE. 5. ECONOMIZER CONTROLS SHALL BE FULLY MODULATING WITH DISCHARGE AIR RESET. CHANGEOVER FROM MECHANICAL COOLING TO ECONOMIZER SHALL BE FULLY AUTOMATIC. ECONOMIZERS SHALL BE INTERGRATED TYPE CAPABLE OF SIMULTANEOUS COMPRESSOR AND ECONOMIZER OPERATION. 6. RELIEF AIR DAMPERS SHALL BE FURNISHED WITH DIRECT COUPLED ACTUATORS AND SHALL BE SLAVED TO THE OPERATION OF OUTDOOR AIR DAMPER. DAMPERS ACTUATORS SHALL BE MODULATING TYPE. 7. FAN OPERATION SHALL BE CONTROLLED BY A VFD PROGRAMMED FOF HIGH SPEED IN THE COOLING /ECONOMIZER MODE AND LOW SPEED IN THE HEATING MODE. EXACT RPM SET POINTS SHALL BE SET DURING AIR BALANCING. BCU-2 THROUGH —6 1. FAN RUNS CONTINUOUSLY DURING OCCUPIED HOURS. 2. MOTORIZED OUTSIDE AIR DAMPERS SHALL BE FURNISHED WITH DIRECT COUPLED ACTUATORS. DAMPER SHALL BE FULL OPEN DURING OCCUPIED HOURS AND CLOSED DURING UNOCCUPIED HOURS. SET MANUALOUTSIDE AIR BALANCING DAMPER FOR MINIMUM CFM LISTED IN EQUIPMENT SCHEDULE. 3. A CALL FOR COOLING SHALL ENABLE THE CONDENSING UNIT. 4. A CALL FOR HEATING SHALL MODULATE THE HOT WATER CONTROL VALVE. 3-0 - GA LAST REVISED N1r: M5.1 BRICKLAYERS AND ALLIED CRAFTWORKERS INTERNATIONAL UNION NEW MEETING HALL AND ADMINISTRATIVE OFFICE BUILDING 15208 52nd avenue Soufh, Tukwila, Washington HYDRONIC PIPING DIAGRAMS el GENERAL PLUMBING NOTES: 1. PLUMBING FIXTURES SHALL BE DESIGNED OR EQUIPPED TO MEET FOLLOWING WATER USE EFFICIENCY STANDARDS: A. WATER CLOSETS (TANK STYLE OR FLUSH VALVE). 1.6 GPF 8. URINALS. 1.0 GPF C. • SHOWER HEADS & BATHROOM FAUCETS. 2.5 GPF D. LAVATORY & KITCHEN FAUCETS. 2.5 GPF SINK AND LAVATORY DRAINS SHALL BE CHROME PLATED 17 GA. BRASS TUBING BY ENGINEERED BRASS DEARBORN OR BRASSCRAFT. PROVIDE INSULATED P -TRAP & SUPPLY COVERS (TRUEBRO OR EQUAL) AT ALL EXPOSED P -TRAPS & SUPPUES PER A.D.A. STANDARDS. 2. PLUMBING FIXTURES MOUNTING SHALL COMPLY WITH CONTRACT DOCUMENTS & WASHINGTON STATE BUILDING CODE "WAC 51 -40" (ACCESSIBILITY) EFFECTIVE JULY, 1998. 3. INSTALL WATER HAMMER ARRESTORS ON HOT & COLD WATER PIPING OF EACH FIXTURE GROUP & AT ALL FIXTURES W /QUICK ACTING VALVES. UNITS SHALL BE EQUAL TO ZURN "SHOKTROLL". SELECT UNIT SIZE & LOCATION PER MANUFACTURERS RECOMMENDATIONS & IN ACCORD WITH PDI STANDARD WH -201. PROVIDE ACCESS PANELS AT ARRESTORS ABOVE GWB CEILINGS. ALL ACCESS PANELS & DOORS SHALL BE ELMDOR FAB. STEEL SLK SERIES OR EQUAL W/14 GA. DOOR & FRAME. PROVIDE W /CYLINDER LOCK, CONTINUOUS PIANO HINGE & PRIME COATED READY FOR PAINTING. 4. COLD WATER & HOT WATER PIPING SHALL BE INSULATED & ROUTED FULL SIZE WITH APPROPRIATE SIZE REDUCTION INSULATED & AT POINT 0: CONNECTION TO FIXTURE. 1/2" WATER UNE LIMITED TO 10' -0" DISTANCE FROM FIXTURE. "DEAD -LEGS" OR "FUTURE STUBS ON ACTIVE POTABLE WATER UNES SHALL BE UMITED TO 4" TO PREVENT STAGNANT WATER CONDITIONS. 5. INSTALL WATER PIPING ON WARM SIDE OF BUILDING INSULATION. SEE SPEC. FOR INSULATION SYSTEMS. SEE DWGS. FOR ELEC. HEAT TRACE REQUIREMENTS. SEE PLUMBING DETAILS FOR PIPE HANGER STYLE. SEE SPEC. FOR HANGER SPACING. 6. WHEN CONNECTING TO EXISTING BURIED WASTE PIPING VERIFY PROPER FLOW CONDITIONS BEFORE COVERING. BURIED WASTE & VENT PIPING SHALL BE MIN. 2" DIA. & SLOPED 1 /4 " /FT., UNLESS OTHERWISE NOTED. PVC OR ABS PIPING SHALL BE USED ONLY AFTER APPROVAL OF ADMINISTRATIVE AUTHORITY, ALSO SEE SPECIFICATIONS. 7. PROVIDE TRAP PRIMERS ON ALL FLOOR DRAINS EXCEPT IN SHOWER STALLS OR OTHERWISE NOTED ON DWGS. CONTRACTOR SHALL INSTALL ACCESS PANELS AT PRIMERS ARE CONCEALED IN WALLS. 8. COORDINATE VENT THROUGH ROOF (VTR) LOCATIONS WITH HIVAC UNITS. MAINTAIN MIN. 10' -0" CLEARANCE. OFFSET VTR AS NECESSARY. COORDINATE PIPE ROUTING W /HVAC & SPRINKLER CONTRACTOR. 9. INSTALL WATER HEATERS IN ACCORD WITH MANUFACTURER'S RECOMMENDATIONS & SET OUTPUT TEMPERATURE TO 115 DEG. F, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL INSURE GAS VENT FLUES & COMBUSTION AIR DUCTS ARE WITHIN MFGR'S LENGTH RECOMMENDATIONS. FOR ELEC. WATER HEATERS SET ON CONCRETE FLOORS. PROVIDE R -10 INSUL. PAD. 10. SITE WATER PRESSURE IS 142 PSIG PER WATER DISTRICT #125 WATER DEPT. PROVIDE MIN. 1 1/2" WATER METER TO MINIMIZE PRESSURE LOSSES. 11. RISER DIAGRAMS & PLANS DO NOT SHOW SOME PIPING OFFSETS REQUIRED FOR STRUCTURAL CLEARANCES. EXACT ROUTING MAY VARY FROM THAT INDICATED. PLUMBING SYMBOLS LEGEND SYMBOL ( .41NU -1 ----- - --- -- 1.1111■1, 4•10 , M111111•10 WO III/ MIMI. OW M. 0.00110 ------ ---- -- G F 0 PO 0 ABBRV DESCRIPTION CW HW OR H HWC W W V F TP WHTP ON UP FCO WCO GCO AFF NTS VTR AP PR (2) PLUMBING EQUIPMENT MECHANICAL EQUIP. DETAIL NUMBER SHT. WHERE DETAIL IS DRAWN COLD WATER HOT WATER HOT WATER CIRCULATING WASTE (BURIED) WASTE (ABOVE GRADE) VENT GAS PIPING FIRE SERVICE GATE VALVE BALL VALVE OR GAS COCK CHECK VALVE UNION TRAP PRIMER WATER LINE WATER HEATER TEMP. /PRESS. RELIEF PIPING PIPING DOWN PIPING UP FLOOR CLEANOUT WALL CLEANOUT GRADE CLEANOUT ABOVE FINISHED FLOOR NOT TO SCALE VENT THROUGH ROOF ACCESS PANEL PLUMBING RISER INDICATES FLAG NOTE NUMBER INDICATES 2" PIPE SIZE INDICATES QUANTITY OF 2. PLUMBING FIXTURE SCHEDULE MARK ITEM WC -1 WATER CLOSET SEAT FLUSH VALVE WC -2 WATER CLOSET L -1 LAVATORY FAUCET DRAIN S -1 STAFF ROOM SINK FAUCET 3 -2 KITCHEN SINK (ADA) SH SS DF FD -1 FD -2 FAUCET DRAIN SHOWER VALVE HAND SPRAY DRAIN SERVICE SINK FIAT: MSB -2424 FAUCET WATER COOLER FLOOR DRAIN FLOOR DRAIN DD DECK DRAIN HB -1 FREEZE -PROOF HYDRANT EXTERIOR WH -1 WATER HEATER ET EXPANSION TANK MFR: MODEL KOHLER: 4350 BEMIS: 1955C SLOAN: "ROYAL" # 1 1 1 KOHLER: 4368 KOHLER: #2196 -4 CHICAGO: #2200- 4 -E12VP DEARBORNBRASS: #760W ELKAY: DLR -1722 CHICAGO: 786- 369 -E3 ELKAY: LRAD - 3321 -55 CHICAGO: 2301 -8 ELKAY: 35L CHICAGO: 1760 CHICAGO: 151 -WV FIAT: 830 -AA OASIS: MLF8CR ZURN: Z -415 -S ZURN: 2- 415 -S -9 ZURN: ZN- 154- G -VP -Y WOODFORD: , 65P --WH A.O. SMITH: DSE -50 AMTROL: #ST -12C DESCRIPTION FLOOR MOUNT SIPHON JET, ELONG. RIM, VIT, CHINA 1 1/2" TOP SPUD, WHITE 15" RIM HEIGHT, 1.6 GPF, 12' ROUGH -IN. WHITE PLASTIC, OPEN FRONT, W/O COVER. SAME AS WC -1 EXCEPT 17 1/2" HIGH TO MEET ADA REQUIREMENTS. 17" X 20" OVAL, COUNTER TOP, SELF -RIM, VIT. CHINA, 4" CENTERS, VANDAL RESIST. 4" SPOUT W /AERATOR, SGL. LEVER HANDLE, 4" CENTERS, VANDAL RES. PERFORATED STRAINER W /OFFSET TAILPIECE. 17" X 22" X 10" , SGL COMPARTMENT, 18 GA. STAINLESS STEEL, SELF -RIM, SOUND DEADENED 4 HOLES ON 4" CENTERS. 9" HIGH GOOSENECK SPOUT, LEVER HANDLES, AERATOR, CHROME PLATE. 33" X 21" X 5 1/2" DBL. COMP., 18 GA. STAINLESS STEEL, SELF -RIM, SOUND- DEADENED, 4 HOLES ON 4" CENTERS, ADA COMPLIANT. 10" SWING SPOUT W /AERATOR, LEVER HANDLE, 8" CTRS., CHROME PLATE, W /SPRAY. CRUMB CUP STRAINER, 1 1/2" TAILPIECE, STAINLESS STEEL. SGL. LEVER, PRESS. BALANCING MIXING VALVE. 2.5 GPM LIMIT, CHROME PLATE. 24" WALL BAR W /SLIDE BRACKET, 60" WHITE VINYL HOSE. DIVERTER VALVE, #778 -9K VAC.BKR. SAME AS FD -1 EXCEPT W/O PRIMER. FLOOR STYLE 24" X 24" X 10" MOLDED COMPOSITION STONE, 3" DIA. FLAT STRAINER, #E-77-AA VINYL BUMPERGUARD, WHITE. WALL MOUNT W /BRACE, VAC. BKR., BUCKET HOOK, 3/4" HOSE THREAD, #832 -AA, 30" HOSE & BRACKET. HI -LO BARRIER FREE, WALL MOUNT, 380 WATTS, 1/5 HP., STAINLESS STEEL. 2" C.I. BODY, 5" SQ. ADJ. NICKEL BRONZE STRAINER, TRAP PRIMER TAPPING. PROVIDE TRAP PRIMER FOR ALL INSTALLATIONS EXCEPT SHOWERS. REFER TO FLOOR DRAIN DETAIL FOR DRAIN CONST. & /OR COVERING. 4" C.I. BODY, 10" X 10" SQ. ADJ. NICKEL BRONZE STRAINER TRAP PRIMER TAPPING, 9" OVAL N.B. FUNNEL. DRILL OUT STRAINER BELOW FUNNEL. REFER TO FLOOR DRAIN DETAIL FOR DRAIN VARIATIONS DEPENDING ON FLOOR CONST. & /OR COVERING. 2" GALV. CAST IRON BODY, 1 1 " FLAT NICKEL BRONZE STRAINER, VANDAL -PROOF GRATE & SED. BUCKET, NO TRAP. REFER TO FLOOR DRAIN DETAIL FOR DRAIN VARIATIONS DEPENDING FLOOR CONST. & /OR COVERING WALL MOUNT, BRASS CONST., 3/4" HOSE THD., VAC. BKR , WHEEL HANDLE. 50 GAL. CAPACITY, 35 GPH, RECOVERY 0 70' F TEMP.RISE. 9 KW INPUT, LOW WATER CUT -OFF. GLASS LINING, ASME TANK, 208 VOLT, 3 PH. FAB. STEEL W /BUTYL DIAPHRAGM, POLYPROPYLENE LRNER, ASME RATED. • DETECTOR DOUBLE CHECK VALVE EQUAL TO AMES 3000 55 POST STYLE OR WALL STYLE FIRE DEPT. CONNECTION. PER CITY OF TUKWILA SPECIFICATIONS. SYSTEM DRAIN OR ROUTE TO FLOOR DRAIN. 4" FIRE LINE BY Div. 15 COORDINATE WITH G.C. 2" MIN CLEARANCE BETWEEN RISER AND SLEEVE. 4' .PLUMBING DRAWING LEGEND UHT. NO, P0.1 P2.0 P2.1 P2.2 P3.1 P3.2 WATER MOTOR ALARM BUILDING EXTERIOR WALL C PROvIDE 3'-O" SQ. x6 "THICK CONCRETE PAD., THRUST BLOCK (TYPICAL) SLEEvE PER SPEC. SPRINKLER DESCRIPTION PLUMBING SCHEDULES & NOTES. FOUNDATION PLAN - PLUMBING BASEMENT FLOOR PLAN - PLUMBING FIRST FLOOR PLAN - PLUMBING PLUMBING DETAILS PLUMBING DETAILS RISER SCHEMATIC Po3 Fvai CHECK VALVE ALARM VALVE " SUPPORT F FROM FLOOR (TYP) FLANGE CONNECTION NOTES: I. PROvIDE WALL STYLE OR POST STYLE INDICATOR VALVE AS NOTED ON PLANS. 2. PIPING SIZES AND ACTUAL CONFIGURATION BY DESIGN BUILD. 3. SITE WATER PRESSURE IS APPROXIMATELY 100 P516. NOV 1 2 .3/4" 5HACKLE ROD COATED WITH COAL TAR IN ACCORD WITH CITY OF TUKWILA STANDARDS. THRUST BLOCK • RECEIVED CITY OF nJcWN X PERMIT CATER SEPARATE PERMIT ANO APPROVAL REQWR 1. 0 r I :4 I EXPIRES 2/11/04 I Y Li W I L J u z d C) : 1 gc4 LAsT KvtsED P0.1 I g 4; Is NOTES: I. PROVIDE TRAP PRIMERS ON ALL FLOOR DRAIN:3 4 FLOOR SINKS EXCEPT St- 4G'.UER DRAINS OR WI -SERE OTHERWISE NOTED. 2. SECURE PRIMER. VALVE EXPOSED IN MECH. ROOM OR JAN. CLOSET 4 CONCEALED BEHIND ACCESS PANEL IN OTHER AREAS WHERE N01 ED. 3. INSTALL ONLY "DX" STYLE FLOOR DRAINS 4 51NKS IN WOOD CONST. SECURE TO FLOOR W/ 5.5. SCREWS. GRATE PER 5CHEDULE FIN. B FLOOR • • • SEEPAGE 04OLE5 (TYP) SUPPLY LINE TO FIXTURE ACCESS PANEL FOR CONCEALED UNITS N.T.S. 0 ii F I N 15HED FLOOR ELEV: 92.00' MEMBRANE IF APPL ICABLE 4" FIRE SPRINKLER 4 2" DOMESTIC WATER SERVICE, CONNECT TO SITE UTILITIES 0 5' -0" FROM BLDG. y . • • . . i • ' .' E[D TRAP PRIMER LINE TO OTHER FLOOR DRAINS AS REQUIRED. J f MECHANICAL _ �` — � STORAGE 4" FCO 4 " " BALL VALVE --;-- TRAP PRIMER I VALVE -- - SUPPLY TUBE DISTRIBUTION UNIT -- TRAP PRIMER (TP) LINES. ITYP.) • ..�. - , ,4- - AN ' .1 . -: . . TRAP PRIMER DETAIL R FCC. .� —ABOVE L N Le: 16.50' MOP SINK I I� I II II 4 "F " CW SERVICE UP NOTE: SEE IRRIGATION CONNECTION ON DETAIL 1 /P2.I, 6i L� 4" W (TYP (TYP OF' 6) 2) D il SCALE: 1/8'.1-0' U 112L.F 0 150% • COURTYARD r FI NISHED FLOOR ELEV: 18.00' 11- ..i�1►�•� ---4T r 1 � = { L 1 C Jfi FOUNDATION FLOOR - PLUMBING L fl 4" GCO 6" W CONNECT 6" W TO SITE UTILITIES '7 1.0 14.80' FLAG NOTES: 4" WASTE UP TO WATER CLOSET ABOVE. SEE DETAIL 2/P3.1 1 1/2" W UP TO DRINKING FOUNTAIN. SEE DETAIL 4/P3.1. 2" WASTE UP TO LAVATORY (1 1 /2" ABOVE GRADE). 2" W/2 OR MORE LAVATORIES. 2" WASTE UP TO URINAL. NOT USED. 2" WASTE UP TO SINK. PROVIDE WCO BELOW COUNTERTOP. SEE DETAIL 10/P3.1. WASTE UP TO FLOOR DRAIN, (SIZE NOTED) W /2" VENT. SEE DETAIL 1 /P2.0. 2" V & 2" W UP TO SHOWER DRAIN (FD -1) ABOVE. NOT USED. WASTE UP TO FLOOR CLEANOUT. SEE DETAIL 7/P3.1. 3/4" H & CW, 3" W W /2" V UP TO SERVICE SINK. SEE DETAIL 9/P3.1 . P 03 f S EPARATE APPRO Q If LAST REVISED s.Kt veD IMIAL 1 J03 EXPIRES 2/16/04 P2.0 cr L.J W z 0 z w J U 2 r U .1 BLDG. SIIUT -OFF VALVE --�� 11 CW VALVED - ----'r STUB FOR IRRIGAT ION CONNECT ION (SEE FLOOR PLAN TNI5 $I -iT.) PIPE DRAINS TO FLOOR PRESSURE REDUCER 20 GPM 2" CW TO DISTRIBUTION PRESSURE RELIEF 1 PRE RE REL E , VALVE, PIPE TO I FLOOR DRAIN. er FINISHED FLOOR ELEV: 92.00' • PROVIDE 1 1 /2 " G TO BOILER 31 4" CW UP TO Hr3 -> -- - -- - 2" WTR. SERVICE FROM PRESSURE REDUCER GPM 42 2 �I I /4" BALL VALVE y GAS METER 4 SERVICE PIPING BY P.S.E. SIZE METER FOR WO M.B.N. l PRV DETAIL N.T.S. 1 " MIN. I WTR. METER CAP 4'-'4D-44- FOR FUTURE ��a" CW ,STORAGE g ± 8' - 0" AFF 9 CLG. --- _ •••1111_.— — _ — domino — •.••••■ arms — •••• -- --■•4 PRY ASSY. WI I RPBP BELOW X X PRESSURE GAUGE (TYP) 2" BY -PA55 SERVICE DN FIRE SPRINKLER — RISER 4 DETECTOR DOUBLE CHECK ASSY. 4" 4 2" DOMESTIC FIRE DEPT. CONNECTION (FDC) 4 WATER MOTOR ALARM OVER ±10-0" REDUCED PRESSURE BACKFLOW PREVENTER EQUAL TO WATTS MODEL NO. 009M2QT -5-2" STRAINER W/ BLOW - DOWN vALvE (TYP) ? KHAN 'CAL ._ r L .a i I L - - - J 1 (TYP OF 2) • - �--- = ,�-- 2" RL UP TO hALLWAY IX (DECK DRAIN) (TYP OF 4) 1 '2" IRRIGATION CONNECT ION 5'-0" FROM BLDG. SEE DETAIL I /P2.I. • • MINIIIIIMO • ,I IPI) :a1•. i 1" RL DN TO 6" ABOVE. GRADE TO DAYLIGHT. 2 "RLUPTO (DECK DRAIN) - - MM.... =MINIM 4. - MIME= - 4.41i.• - ' - •• - MMIMM - 4MMNIIM VEINIMIM - O - ■ - - - - I SEE va SCALE PLAN #1 ON °T. P32 (TYP OF 2) (TYP OF 4) BASEMENT FLOOR - PLUMBING SCALE: 1/8'•1' -0' 11 a It I m 1e FINI51-IED FLOOR ELEV: 18.00' 1)C$3.02ii I BRICKLAYERS AND AWED CRAFTWORKERS INTERNATIONAL UNION NEW MEETING HALL AND ADMINISTRATIVE OFFICE BUILDING 15208 52nd avenue South, Tukwila, Washington BASEMENT FLOOR PLAN PLUMBING O W i g o a olio I 0 I I'? ° 1 ,� a � i p. i ; 1 • 0 561 t. . J 1 I EXPIRES 2/16/04 J • i 180 Nickerson, Suite #304 S I D E R+ B Y E R S Seattle, Washington 98109 Phone: 206.285.2966 ME.` HANICAL ENGINEERS Fax: 206.285.1045 :A't LAST REVISED snan P2.1 ....... BLDG. SIIUT -OFF VALVE --�� 11 CW VALVED - ----'r STUB FOR IRRIGAT ION CONNECT ION (SEE FLOOR PLAN TNI5 $I -iT.) PIPE DRAINS TO FLOOR PRESSURE REDUCER 20 GPM 2" CW TO DISTRIBUTION PRESSURE RELIEF 1 PRE RE REL E , VALVE, PIPE TO I FLOOR DRAIN. er FINISHED FLOOR ELEV: 92.00' • PROVIDE 1 1 /2 " G TO BOILER 31 4" CW UP TO Hr3 -> -- - -- - 2" WTR. SERVICE FROM PRESSURE REDUCER GPM 42 2 �I I /4" BALL VALVE y GAS METER 4 SERVICE PIPING BY P.S.E. SIZE METER FOR WO M.B.N. l PRV DETAIL N.T.S. 1 " MIN. I WTR. METER CAP 4'-'4D-44- FOR FUTURE ��a" CW ,STORAGE g ± 8' - 0" AFF 9 CLG. --- _ •••1111_.— — _ — domino — •.••••■ arms — •••• -- --■•4 PRY ASSY. WI I RPBP BELOW X X PRESSURE GAUGE (TYP) 2" BY -PA55 SERVICE DN FIRE SPRINKLER — RISER 4 DETECTOR DOUBLE CHECK ASSY. 4" 4 2" DOMESTIC FIRE DEPT. CONNECTION (FDC) 4 WATER MOTOR ALARM OVER ±10-0" REDUCED PRESSURE BACKFLOW PREVENTER EQUAL TO WATTS MODEL NO. 009M2QT -5-2" STRAINER W/ BLOW - DOWN vALvE (TYP) ? KHAN 'CAL ._ r L .a i I L - - - J 1 (TYP OF 2) • - �--- = ,�-- 2" RL UP TO hALLWAY IX (DECK DRAIN) (TYP OF 4) 1 '2" IRRIGATION CONNECT ION 5'-0" FROM BLDG. SEE DETAIL I /P2.I. • • MINIIIIIMO • ,I IPI) :a1•. i 1" RL DN TO 6" ABOVE. GRADE TO DAYLIGHT. 2 "RLUPTO (DECK DRAIN) - - MM.... =MINIM 4. - MIME= - 4.41i.• - ' - •• - MMIMM - 4MMNIIM VEINIMIM - O - ■ - - - - I SEE va SCALE PLAN #1 ON °T. P32 (TYP OF 2) (TYP OF 4) BASEMENT FLOOR - PLUMBING SCALE: 1/8'•1' -0' 11 a It I m 1e FINI51-IED FLOOR ELEV: 18.00' 1)C$3.02ii I RETAIN!NG WAI I BELOW — .. • .... -�_ Q OFFICE LEASE SPACE • 17 E El -• - -'` 1 � -rte' =.._ . _...._ . I" CW FOR FUTURE TENANT CONN. 3" V 45 HIGH AS POSSIBLE CAPPED FOR FUTURE TENANT CONN. ROOF DECK OP SINK STAFF - --- OPEN TO BELOW 1r n I I I I I --4" VTR TYP. FOR 4 OPEN OFFICE AREA il s 2" V, 4 4" W TYP OF 2) r SOFFIT ABOVE WZ -1 CW 2 .v4 4" L (TYP OF 2) �...__..._..- ROOF BELOW W/ 3/4 I-I 4 CW, 3" W 4 2" V 3" V DN TO BSMT FIXTURES LOBBY RECEPTION WINDOW W/ ONE -HOUR SHUTTER OFFICE 2" V BRICK FACING OFFICE BRICK FACING GLASS BLOCK --4 OFFICE OFFICE BRICK FACING 4 " DUCTS 2" V 3" V STEEL STAIRS W/ CONC. TREADS I '1 SCALE: 1/8' 111' -0' l META. RAILING BRICK COLUMN BRIDGE DN FIRST FLOOR - PLUMBING el i COURTYARD WALL BELOW (OUR IYAIn) BELOW • S EPARATE F'ERMIT AN f •VROV QF WIRED Aura 4 BRICKLAYERS AND AWED CRAFTWORKERS INTERNATIONAL UNION NEW MEETING HALL AND ADMINISTRATIVE OFFICE BUILDING 15208 52nd avenue South, Tukwila, Washington FLOOR PLAN — PLUMBING AC 0 2 2 (.., 1 % © _s - u.\ A , .o ... i \ f ri • 0025615 i1 EXPI - �► 2/16/04 180 Nickerson, Suite #304 S I D E R♦ B Y E R S Seattle, Washington 98109 Phone: 206.285.2966 k'ECHANICAL ENGINEERS Fax: 206.285.1045 LAST MAIO uUz N.. P2.2 RETAIN!NG WAI I BELOW — .. • .... -�_ Q OFFICE LEASE SPACE • 17 E El -• - -'` 1 � -rte' =.._ . _...._ . I" CW FOR FUTURE TENANT CONN. 3" V 45 HIGH AS POSSIBLE CAPPED FOR FUTURE TENANT CONN. ROOF DECK OP SINK STAFF - --- OPEN TO BELOW 1r n I I I I I --4" VTR TYP. FOR 4 OPEN OFFICE AREA il s 2" V, 4 4" W TYP OF 2) r SOFFIT ABOVE WZ -1 CW 2 .v4 4" L (TYP OF 2) �...__..._..- ROOF BELOW W/ 3/4 I-I 4 CW, 3" W 4 2" V 3" V DN TO BSMT FIXTURES LOBBY RECEPTION WINDOW W/ ONE -HOUR SHUTTER OFFICE 2" V BRICK FACING OFFICE BRICK FACING GLASS BLOCK --4 OFFICE OFFICE BRICK FACING 4 " DUCTS 2" V 3" V STEEL STAIRS W/ CONC. TREADS I '1 SCALE: 1/8' 111' -0' l META. RAILING BRICK COLUMN BRIDGE DN FIRST FLOOR - PLUMBING el i COURTYARD WALL BELOW (OUR IYAIn) BELOW • S EPARATE F'ERMIT AN f •VROV QF WIRED Aura 4 THERMOMETER PRESS. RELIEF VALVE. PIPE )RAIN TO NEAREST FLOOR CAIN COCK MAY EXTEND A5 A WASTE OR A VENT LINE. ,-WALL 1r BELL 4 SPIGOT OR NO -HUB I PIPING PLUGGED TEE WITH CLEANOUT IF PIPE EXTENDS UP. PLUGGED ELBOW W/ CLEANOUT OTHERWI SE \__ BSMNT. FLOOR FLOOR LINE CAST -IRON PIPE. WALL CLEANOUT DETAIL DIELECTRIC UNION (TYP.) NOTE: SET WTR. HTR TO 115 DEG. F. OUTPUT. ANCHOR WATER NEATER TO WALL W/ TWO I"X 18 GA. GALV. STEEL STRAPS. SECURE TO WALL WI FOUR 3/8 "x2k2" LAG SCREWS 4 FOUR FENDER WA5NER5 WATER HEATER DETAILS CLEANOUT AND ACCESS COVER TOP OF COVER TO BE FLUSH UJ/ TOP OF FLOOR STANDARD KITCHEN SINK DRAIN ON LEFT SIDE FLOOR STAINLESS STEEL DOUBLE COMPARTMENT SINK. (SEE SCHEDULE) FLOOR LINE :.L 7 CLEANOUT DETAIL P3.1 N.T.S. WALL SWITCH (UNDER DIV. 16) SWING SPOUT HOSE 4 SPRAY NOT WATER DISPEN � DISPOSER a'1 RGHT SIDE DRAIN 2 "V IN WALL 2 "W IN WALL • TO GREASE INTERCEPTOR SWITCHED DUPLEX RECEPTACLE BELOW COUNTER PIPE HANGER SUSPENDED OR WALL STYLE DISPOSER CONNECTION DETAIL THD. ROD TO STRUCTURE INSULATION OVER PIPE TYP. HANGER DETAIL INSULATION SHIELD DRINKING FOUNTAIN OR WATER COOLE STANDARD HEIGHT UNIT BEYOND x "A" I 4--- LL LU 2" WCO _t FINISHED FLOOR N.T.S. 0 I I 1 VENT MOUNTING BRACKET SUPPLIED WITH FOUNTAIN OR COOLER. 2) METAL STUD BLOCKING, SECURE TO VERTICAL STUDS UNDER SEPARATE DIVISION DRILL FOR PIPING A5 NECESSARY. 1 !/ WASTE 2" WASTE WATER COOLER DETAIL 3 /4 " CW REMOVE INSULATION TH 15 AREA ACCESS � A SERVICE COPPER SWEAT ELBOW, NIBCO #101 - 6-334 h N.T.S. WALL FURRING W/ INSULATION BUILDING EXTERIOR 3 /4" BALL VALVE FOR SERVICE HOSE BIBB SHANK TO PENETRATE CMU WALL VACUUM BREAKER LOOSE KEY HANDLE LOCK ABLE POOR 3 /4" HOSE . THREAD HOSE BIBS DETAIL B-LINE PIPE CLAMP 81999 (GALV.) 31/2" STUD WALL (MIN.) B -LINE STRUT B54 OR B% (GALY.) BOLT BOTH ENDS TO STUDS WI BRACKETS 2" VENT FOR BACK TO BACK CLOSET AS NECESSARY. HORIZONTAL OR VERTICAL FLOW AS NECESSARY. FINISHED FLOOR — N 4CW3i 4 " COPPER ROUGH -IN B -LINE PIPE CLAMP /B2I00 (GALV.) (TYP. OF 2 ") NIBCO 90 ELL $101 -3-5 3/4 " x1 , 2 " FINISHED WALL I" CW (SGL. CLOSET) CW (BACK TO SACK) B -LINE BRACKET 5101 (GALV.) (TYP. OF 2), SECURE TO STUD. SCUTCHEON OR BARRIER FREE WATER CLOSET INSTALLATIONS, INSTALL FLUSH VALVE HANDLE TOWARD THE "WIDE SIDE OF THE WATER CLOSET AREA AT MAX. 44" A.F.F. WATER CLOSET DETAIL N.T.S. 4" LONG TURN 1/4 BEND NOTE: SECURE PIPING c'J OTHER FLUSH VALVE WTR. CLOSETS 4 URINALS IN SIMILAR MANOR INTEGRAL VACUUM BREAKER WALL BRACE 3 /4" NOSE CONNECTION MIXING VALVE FAUCET WALL FLANGE _ 1 '2" NPT STAINLESS STEEL PIPE NIPPLE B -LINE STRUT 524 (GALY.) BOLT BOTH ENDS TO STUDS W/ BRACKETS (TYP. OF 2) INTERIOR HOT& COLD WATER UTILITY FAUCET N. T. S. CLAMP EQUAL TO B -LINE "V 'BRA CUSHION" (TYP.) NOTE INSULATE 4 MARK PIPING PER SPEC. HANGER DETAIL N . T. S. WALL SURFACE SECURE BRACKET W/ FASTENERS RECOMMENDED BY AAC MANUFACTURER. SEE MASONARY NOTES ON SHT. 40.0. B-LINE BRACKET B104 (GALV.) (TYP. OF 2) 1/2" o GALV. ALL THD. TO STRUCTURE (TYP. OF 2) CHANNEL EQUAL TO B-LINE #BI2 (12 GAUGE) PFR1 �� ED AUG BRICKLAYERS AND ALLIED CRAFTWORKEF NEW MEETING HALL AND ADMINISTRAT 15208 52nd avenue South, Tukwila, V PLUMBING DETAILS DESIGNED BY: K5 SN AEI NMY IO GN :Ae a 3A0addY 60/9/0 3t0a 3 IV35 L64l4 ON ti r% ,.. _ t Z •, �.. AL EXPIRES 2/16/04 „ ; p 180 Nickerson, Suite #304 S I D E R+ B Y E R S Seattle, Washington 98109 Phone: 206.285.2966 M:CHANtCAL ENGINEERS Fax: 206.285.1045 I pet o Se) *et N.. P3.1 THERMOMETER PRESS. RELIEF VALVE. PIPE )RAIN TO NEAREST FLOOR CAIN COCK MAY EXTEND A5 A WASTE OR A VENT LINE. ,-WALL 1r BELL 4 SPIGOT OR NO -HUB I PIPING PLUGGED TEE WITH CLEANOUT IF PIPE EXTENDS UP. PLUGGED ELBOW W/ CLEANOUT OTHERWI SE \__ BSMNT. FLOOR FLOOR LINE CAST -IRON PIPE. WALL CLEANOUT DETAIL DIELECTRIC UNION (TYP.) NOTE: SET WTR. HTR TO 115 DEG. F. OUTPUT. ANCHOR WATER NEATER TO WALL W/ TWO I"X 18 GA. GALV. STEEL STRAPS. SECURE TO WALL WI FOUR 3/8 "x2k2" LAG SCREWS 4 FOUR FENDER WA5NER5 WATER HEATER DETAILS CLEANOUT AND ACCESS COVER TOP OF COVER TO BE FLUSH UJ/ TOP OF FLOOR STANDARD KITCHEN SINK DRAIN ON LEFT SIDE FLOOR STAINLESS STEEL DOUBLE COMPARTMENT SINK. (SEE SCHEDULE) FLOOR LINE :.L 7 CLEANOUT DETAIL P3.1 N.T.S. WALL SWITCH (UNDER DIV. 16) SWING SPOUT HOSE 4 SPRAY NOT WATER DISPEN � DISPOSER a'1 RGHT SIDE DRAIN 2 "V IN WALL 2 "W IN WALL • TO GREASE INTERCEPTOR SWITCHED DUPLEX RECEPTACLE BELOW COUNTER PIPE HANGER SUSPENDED OR WALL STYLE DISPOSER CONNECTION DETAIL THD. ROD TO STRUCTURE INSULATION OVER PIPE TYP. HANGER DETAIL INSULATION SHIELD DRINKING FOUNTAIN OR WATER COOLE STANDARD HEIGHT UNIT BEYOND x "A" I 4--- LL LU 2" WCO _t FINISHED FLOOR N.T.S. 0 I I 1 VENT MOUNTING BRACKET SUPPLIED WITH FOUNTAIN OR COOLER. 2) METAL STUD BLOCKING, SECURE TO VERTICAL STUDS UNDER SEPARATE DIVISION DRILL FOR PIPING A5 NECESSARY. 1 !/ WASTE 2" WASTE WATER COOLER DETAIL 3 /4 " CW REMOVE INSULATION TH 15 AREA ACCESS � A SERVICE COPPER SWEAT ELBOW, NIBCO #101 - 6-334 h N.T.S. WALL FURRING W/ INSULATION BUILDING EXTERIOR 3 /4" BALL VALVE FOR SERVICE HOSE BIBB SHANK TO PENETRATE CMU WALL VACUUM BREAKER LOOSE KEY HANDLE LOCK ABLE POOR 3 /4" HOSE . THREAD HOSE BIBS DETAIL B-LINE PIPE CLAMP 81999 (GALV.) 31/2" STUD WALL (MIN.) B -LINE STRUT B54 OR B% (GALY.) BOLT BOTH ENDS TO STUDS WI BRACKETS 2" VENT FOR BACK TO BACK CLOSET AS NECESSARY. HORIZONTAL OR VERTICAL FLOW AS NECESSARY. FINISHED FLOOR — N 4CW3i 4 " COPPER ROUGH -IN B -LINE PIPE CLAMP /B2I00 (GALV.) (TYP. OF 2 ") NIBCO 90 ELL $101 -3-5 3/4 " x1 , 2 " FINISHED WALL I" CW (SGL. CLOSET) CW (BACK TO SACK) B -LINE BRACKET 5101 (GALV.) (TYP. OF 2), SECURE TO STUD. SCUTCHEON OR BARRIER FREE WATER CLOSET INSTALLATIONS, INSTALL FLUSH VALVE HANDLE TOWARD THE "WIDE SIDE OF THE WATER CLOSET AREA AT MAX. 44" A.F.F. WATER CLOSET DETAIL N.T.S. 4" LONG TURN 1/4 BEND NOTE: SECURE PIPING c'J OTHER FLUSH VALVE WTR. CLOSETS 4 URINALS IN SIMILAR MANOR INTEGRAL VACUUM BREAKER WALL BRACE 3 /4" NOSE CONNECTION MIXING VALVE FAUCET WALL FLANGE _ 1 '2" NPT STAINLESS STEEL PIPE NIPPLE B -LINE STRUT 524 (GALY.) BOLT BOTH ENDS TO STUDS W/ BRACKETS (TYP. OF 2) INTERIOR HOT& COLD WATER UTILITY FAUCET N. T. S. CLAMP EQUAL TO B -LINE "V 'BRA CUSHION" (TYP.) NOTE INSULATE 4 MARK PIPING PER SPEC. HANGER DETAIL N . T. S. WALL SURFACE SECURE BRACKET W/ FASTENERS RECOMMENDED BY AAC MANUFACTURER. SEE MASONARY NOTES ON SHT. 40.0. B-LINE BRACKET B104 (GALV.) (TYP. OF 2) 1/2" o GALV. ALL THD. TO STRUCTURE (TYP. OF 2) CHANNEL EQUAL TO B-LINE #BI2 (12 GAUGE) PFR1 �� ED AUG 4. is 3- 1 1 MECHANICAL PROVIDE I k ?" G TO BOILER (B- I ) STORAGE HORIZONTAL PIPING 51 -4OWN SCHEMATIC WORD. NOR I Z. PIPE W/ HVAC CONTRACTOR. FIRE SPRINKLER 4 DETECTOR DOUBLE CHECK ASSEMBLY P3.2 FD -2. 3 /4" cW TO H3 -1 r 4" O CAP I" Qu FOR FUTURE WATER MOTOR ALARM SCALE: 1/4' =1' -0' FD -2 2" HW 2" CW =NM.= 110 •II=■■ WI .111=1=11= 4= MIN=11•17 O 2" HW MOP SINK 0 2 "vDN CAP 3 /4" 14W FOR FUTURE ISOLATION VALVES 3 CLG. CAP 3" VENT FOR FUTURE 42, — .11.4.44 __ 2" CW I I , HALLWAY OO S F/R ROOM MOM 4E44 "MINIM 4144•40 FD -2 D PRv ASSY. 4 RPBP BELOW L- I --FIRE DEPT. CONN. 4" F 4 2" DOMESTIC SERVICE DN I x 1 MININD 44M dd. 0111/11•MINI PARTIAL BASEMENT FLOOR — PLUMBING 0 O G L 1 t :Ir O 4 ' 0111=1.11, end I I I I 1 I I I I I I I I I I I I I _ m do "CW TO L_ 14B -I <M WC-2 0 0 3 /4" CW TO 14B-I " CW TO W/ 3 /4" CW I" W 4 I k e " V (TYP OF 2 PAIR) (TYP OF 2) 3 � J _ 3/4" CW TO CIO ISO VALVES SEE 51-IT. P3.2 PROVIDE ACCESS I PANEL. 3 NW CW I v2" cW 4 I " 4" W, SEE SHT. P2.0 l7 rP OF V (TYP OF 4) (TYP OF 2) 0 3" W P3. I 3 /4 "14 4 CW TO (2) CEP L O O 0 0 0 ( ROUGH —IN SERVICE SINK W/3/4" H & CW, 2" V & 3" W. SEE DETAIL 9/P3.1 FOR FAUCET BACKING. 0 PLUMBING FLAG MOTES: 0 0 ` % q % 3/4"14 CW 1O(2) ROUGH —IN WATER CLOSET (FLOOR MOUNT) vv/1" CW, 2" V & 4" W. SEE DETAIL 2/P3.1. ROUGH —IN URINAL W/3/4" CW, 2" V & 2" W. PROVIDE 2" WCO BELOW URINAL. ROUGH —IN LAVORATORIES W/3/4" H & CW, 1 1/2" V & 1 1/2" W. ROUGH — SINK W/3/4" H & CW, 2" V & 2" W. PROVIDE 2" WCO BELOW COUNTERTOP. ROUGH —IN SHOWER W/3/4" H & CW, 2" V & 3" W. ROUGH —IN FLOOR DRAIN W /2" V & WASTE LINE SHOWN ON FIXTURE SCHEDULE. SEE DETAIL 1/P2.0. VERIFY FLOORING CONST. BEFORE ORDERING DRAINS. 1" CW, 2" V & 4" W UP TO WATER CLOSET ABOVE. SEE DETAIL 2/P3.1. NOT USED. 3/4" CW, 2" V & 2" W UP TO URINAL ABOVE. 1/2" H & CW, 1 1/2" V &1 1/2" W UP TO LAVATORY ABOVE. 3/4" H & CW, 2" V & 2" W UP TO SINK ABOVE. 2" V & 2" WASTE LINE UP TO FLOOR DRAIN ABOVE. VERIFY FLOORING CONST. BEFORE ORDERING DRAINS. SEE DETAIL 1/P2.0. 1 CW 4 3 /" HW a 4110 I %• � / r 11 '2" CW 4 r • / �� • � ♦ 431) J FD-I 4" v 2" V 4 H 4 cw (TYP) CIO wry 4 2" w (TYP OF 4) 4110 3 " I r r I " 144 ...- i' ', ,r r .r r ir ' ' / / ' - r/ \� - ' � / - / � � U r - ,��' 4 CW -/ I ,, .1 I I ..,-../- 1 I I / It I I k "' I 0' - 4" W 2" V 4" VTO4 "VTR SINK i r 41, 3" V / ✓ r 3" V 1 "CW(TYR) 3 .. 4 ' II 4 CW ITYP I I I r W UR I �I I II l k2" V (TYP) 3 4 CW TO 15T FL ■ SINK 2 " 4310 w 2" V (TYP 2" W (TYP) �`- 4" U1, SEE 51-IT. P2.0 4" W O 0211) WATER, WASTE 81 VENT RISER DIAGRAM N. T.9. FLOOR MOUNT CrYf I' /a" CW SEPARATE A PPROVAL REQUIRED AU CEO JKWI(A 6 tiTER EXPIRES 2/16/04 1 . tn V sl G'\ f i at • o ,- x � 1 5� 4' W Z �m LAST REVISED Ss.Nt N.. 0 CO A P3.2 tel Zz TYPE DESCRIPTION LAMPS MANUFACTURER SPECIFICATION GRADE 8' STRIP FIXTURE WITH ELECTRONIC BALLAST. 2 -LAMPS IN CROSS - SECTION. 4 -32WT8 WILLIAMS 77 SERIES SPECIFICATION GRADE 4' STRIP FIXTURE WITH ELECTRONIC BALLAST. 2 -32WT8 WILLIAMS 77 SERIES 2' X 4' RECESSED FLUORESCENT FIXTURE, 3' DEEP WITH PARABOLIC LENS. 2 -28WT5 WILLIAMS HE3 SERIES 8' INDUSTRIAL INDIRECT. 7' WIDE. WHITE POWER COAT FINISH, WITH ELECTRONIC BALLAST. 2 -LAMPS IN CROSS - SECTION. 4 -54WT5 HO WILLIAMS 798 SERIES 4.5' DIAMETER RECESSED FLUORESCENT OPEN DOWNUGHT, REFLECTOR (SEMI - SPECULAR, LOW IRIDESCENCE, CLEAR, ALZAK, SELF -TRIM) WITH ELECTRONIC BALLAST. 1 -26W PL INFINITY LIGHTING PV45 SERIES 4' FLUORESCENT VANITY FIXTURE. CHROME FINISH. 1 -32WT8 LIGHTOLIER LYTESTREAM SERIES 26" DIAMETER DEEP WHITE ACRYLIC BOWL WITH DECORATIVE SPUN BAND. 3 -26W PL MANNING LIGHTING DP -83 SERIES DECORATIVE FLUORESCENT 13" QUARTER SPHERE WALL SCONCE WITH DECORATIVE SPUN BAND. 2 -13W PL MANNING LIGHTING DS -83 SERIES EXTERIOR BLACK CAST IRON PENDANT. 3 -40W CAND. HINKLEY 1722 SERIES WAIL MOUNTED DECORATIVE EXTERIOR FLUORESCENT SCONCE, WITH ACRYLIC DIFFUSER. DAMP LISTED WITH EMERGENCY BATTERY. 1 -26W PL ECLIPSE ARTEMIS AT -L SERIES 6' DIAMETER RECESSED FLUORESCENT OPEN DOWNLIGHT, REFLECTOR (SEMI- SPECULAR, LOW IRIDESCENCE, CLEAR, ALZAK, SELF -TRIM) WITH ELECTRONIC BALLAST. 1 -26W PL INFINITY LIGHTING PV50 SERIES 7.5" DIAMETER RECESSED FLUORESCENT LENSED DOWNUGHT, WITH ALUMINUM REFLECTOR AND ELECTRONIC BALLAST. 1 -26W PL INFINITY UGHTING PVRL75 SERIES 2' x 4' RECESSED FLUORESCENT FIXTURE, PATTERN 12 ACRYLIC LENS (MIN. .1251, MINIMUM 4-1 /2' DEEP, FLUSH STEEL DOOR, MITERED CORNERS, SPRING LOADED LATCHES. NQTE; PROVIDE MINIMUM (2) BALLASTS. 3 -28WT5 WILLIAMS EP SERIES F13 ' 3 6 DIAMETER RECESSED FLUORESCENT LENSED WALL WASHER. REFLECTOR (LOW IRIDESCENT SPECULAR CLEAR SELF- FLANGED) 1 -26W PL INFINITY LIGHTING WWPL60 SERIES F14 6' RECESSED INCANDESCENT DOWNLIGHT 1- 100WA19 INFINITY LIGHTING A60 SERIES F15 EXTERIOR DIE CAST ALUMINUM METAL HALIDE SITE LIGHTING LUMINAIRE WITH 25' ROUND POLE. BLACK POWDERCOAT FINISH. 4XL DISTRIBUTION WITH HOUSE SHIELDS 400W MH GARDCO G18- 1- 4XL- 400WMH -HS F16 EXTERIOR DIE CAST ALUMINUM METAL HALIDE SITE LIGHTING LUMINAIRE WITH 25' ROUND POLE. BLACK POWDERCOAT FINISH. 3XL DISTRIBUTION. 400W MH GARDCO G18- 1- 3XL- 400WMH F17 EXTERIOR DIE CAST ALUMINUM METAL HALIDE SITE LIGHTING LUMINAIRE WITH 25' ROUND POLE. BLACK POWDERCOAT FINISH. 2XL DISTRIBUTION. 400W NH GARDCO 018- 1- 2XL- 400#JH F18 8" WIDE SUSPENDED SEMI - INDIRECT FLUORESCENT W/ELECTRONIC BALLAST. PROVIDE MIN (2) BALLASTS FOR INBOARD /OUTBOARD CONTROL. VERIFY FIXTURE LENGTH W/FLOORPLAN SHEET E1.0 3-28WT5 PER 4' SECTION GAMMALUX GAP82SG -328T5 F19 4 E 1 CIRCUIT TRACK, MATTE WHITE WITH METALLIC ADAPTER 3-100W LI 6000 BASIC TRACK SERIES WITH LYTESPAN METALLIC SERIES HEADS F20 DIECAST ALUMINUM WALL SCONCE WITH MEDIUM THROW. WET LISTED. 5044H GARDCO 111 MINI SCONCE FX DIE -CAST ALUMINUM LED EXIT SIGN, UNIVERSAL MOUNTING, WHITE HOUSING, STENCIL FACE, GREEN LETTERS, DUAL VOLTAGE, NI -CAD BATTERY. LED UTHONIA UGHTOUER COLUMBIA DAYBRITE LIGHTING FIXTURE SCHEDULE PROVIDE NEW PAD,NAULT AS REQUIRED BY UTILITY CO. PRIMARY SERVICE (SEE SITE PLAN) • NEW METER BY CONTRACTOR NEW UTILITY CO. TRANSFORMER NEW MAIN SWITCHBOARD MOP - 800 AMP, 120 /208V, 3PH, 4W NOTE: ALL BREAKERS IN MDP SHALL BE SERVICE RATED crs AND METERING • (2) SETS 4/500 KCMIL (2) 3 -1/2' PVC CONDUIT •'--'--• • 200A SPACE e"". 100A/3P 100A /3P n 400A /3P 4 -; 200A/3P SP �---• ■ SPACE ONE —LINE DIAGRAM NO SCALE N SEE DETAIL ON SHEET 0.1 GENERAL NOTES: 1. CONDUIT AND CONDUCTORS FOR BRANCH CIRCUITS, IN GENERAL, HAVE NOT BEEN SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL NECESSARY WIRE AND CONDUIT FOR A COMPLETE SYSTEM. HOMERUN FROM FIRST DEVICE TO PANEL SHALL BE INDICATED ON AS -BUILT DRAWINGS. 2. ALL EXTERIOR LIGHTING CIRCUITS TO BE #10 Cu AND ROUTED THROUGH PHOTOCELL AND TIMECLOCK. PROVIDE LIGHTING CONTACTORS AS REQUIRED. 3. PRIMARY SERVICE AND TRANSFORMER REQUIREMENTS SHALL BE COORDINATED WITH LOCAL UTIUTY COMPANY. PROVIDE VAULTS, HANDHOLES, PAD, METER BASE, CT ENCLOSURE, TRENCHING, CONDUIT, ETC. AS REQUIRED BY UTILITY CO. ALL REQUIREMENTS SHALL BE VERIFIED WITH UTILITY CO. AND INCLUDED PRIOR TO BID. 4. COORDINATE MECHANICAL EQUIPMENT REQUIREMENTS, (LOCATION, CONNECTION, CONTROL LOAD, ETC.) WITH DIVISION 15 CONTRACTOR PRIOR TO ROUGH -IN. PROVIDE ALL CONNECTIONS AND CONTROL WIRING AS REQUIRED. 5. COORDINATE UGHTING FIXTURE TYPES WITH ARCHITECTURAL REFLECTED CEILING PLAN PRIOR TO ORDERING. 6. PROVIDE CONNECTIONS FROM FIRE SPRINKLER SYSTEM PIV VALVE, FLOW SWITCH, AND TAMPER SWITCH TO FIRE ALARM SYSTEM. COORDINATE EXACT LOCATIONS WITH GENERAL CONTRACTOR. 7. CONTRACTOR IS RESPONSIBLE FOR DEVICE/LIGHTING FIXTURE MOUNTING AND ASSOCIATED CONDUIT. PROVIDE ALL MOUNTING ACCESSORIES AND INSTALLATION AS REQUIRED. COORDINATE WITH GENERAL CONTRACTOR. 8. CONTRACTOR RESPONSIBLE FOR SERIES RATED FAULT CURRENT EQUIPMENT (SWITCHBOARD, PANELBOARD, ETC.) IN COMPLIANCE WITH UTILITY CO. FAULT CURRENTS. COORDINATE WITH UTILITY CO. AND EQUIPMENT MANUFACTURER. OR FUTURE ELEVATOR) NEW PANEL L 100A 1"C- 4#3 NEW PANEL G 100A NEW PANEL Mi 400A 3-1/2"C- 4 #500KCMIL SYMBOL LEGEND 0 1 20 L�J a $a SD $n+ 40/40 a 1 01 FLUORESCENT LIGHTING FIXTURE, SURFACE. '2' INDICATES CIRCUITING. "o' INDICATES SWITCHING. FLUORESCENT LIGHTING FIXTURE, RECESSED. FLUORESCENT STRIP, SURFACE OR PENDANT AS INDICATED IN FIXTURE SCHEDULE. FLUORESCENT PENDAN- WITH EMERGENCY BATTERY BACKUP, (MINIMUM 1150 LUMEN OUTPUT). INCANDESCENT, COMPACT FLUORESCENT, OR H.I.O. DOWNLIGHT, CEILING MONIED WITH EMERGENCY BATTERY BACKUP, MINIMUM 1150 LUMEN OUTPUT). WALL MOUNTED FLUORESCENT LIGHTING FIXTURE FLUORESCENT LIGHTING FIXTURE, WITH EMERGENCY BATTERY BACKUP, (MINIMUM 1150 LUMEN OUTPUT). 0 INCANDESCENT, COMPACT FLUORESCENT, OR H.I.D. DOWNLIGHT, CEILING MOUNTED. QE INCANDESCENT OR H.I.D. WALLWASHER, CEILING MOUNTED 'O INCANDESCENT OR H.I.D. LIGHTING FIXTURE, WALL MOUNTED. "1-.=1" EMERGENCY BATTERY UNIT (# OF HEADS AS SHOWN) EXIT LIGHT, , INDICATES DIRECTION OF ARROW 0 H.I.D. LIGHTING FIXTURE, POLE MOUNTED. UGHTING FIXTURE TYPE. SEE FIXTURE SCHEDULE. Cc DUPLEX RECEPTACLE DOUBLE DUPLEX RECEPTACLE DUPLEX RECEPTACLE, FLOOR MOUNTED C DUPLEX RECEPTACLE, MOUNTED ABOVE COUNTER AT +44' UNLESS NOTED OTHERWISE. ® SPECIAL PURPOSE RECEPTACLE, AS NOTED COMBINATION DATA /TELEPHONE OUTLET - PROVIDE BACKBOX AND STUB 3/4'C. UP TO ACCESSIBLE CEILING SPACE. MOTOR CONNECTION EQUIPMENT CONNECTION (INCLUDES CONDUCTORS, TERMINATIONS, GROUNDING CONDUCTOR, ETC.) E> FLAG NOTE CD JUNCTION BOX Q PHOTO ELECTRIC CELL TELEVISION OUTLET, WALL. MOUNTED - PROVIDE 3/4 "C. UP TO ACCSSIBLE CEILING SPACE SO SINGLE POLE SWITCH - "o" INDICATES SWITCHING THREE WAY SWITCH FOUR WAY SWITCH SWITCH WITH DIMMER THERMAL MANUAL MOTOR STARTER DISCONNECT SWITCH, FUSED (60) INDICATES SWITCH AMPERAGE/ (40) INDICATES FUSE AMPERAGE. SWITCH SHALL INCLUDE ALL REQUIRED CONNECTIONS. CONDUIT HOMERUN (HASH MARKS INDICATE NUMBER OF CONDUCTORS IF MORE THAN TWO. LONG HASH INDICATES NEUTRAL, HASH MARK W/ELAG INDICATES ISOLATED GROUND.) CONDUIT CONCEALED IN WALLS OR CEILING. — - - CONDUIT UNDER FLOOR OR UNDERGROUND. 208/120Y PANELBOARD I FIRE ALARM MANUAL PULL STATION (�J FIRE ALARM HORN /STROBE DEVICE FIRE ALARM STROBE DEVICE Ca FIRE ALARM HEAT DETECTOR G] FIRE ALARM SMOKE DETECTOR HJ TELEVISION CIRCUIT WALL OU TLE T S EPARATE P ERMIT' AND APp ROVAC REQUI C C 0 0 V S W rrr,E n iK^L A Atf; 1 j MIA Carmel 11 I I NEWTON ASSOCIATES ARCHITECTS 12213 DENSMORE AVE. N. SEATTLE, WA 98133 (206) 363 -5806 ( 206 ) 36� -6498 FAX Newton AsaocietesOATTHI. Ci1M DATE: JUNE 16, 2003 e 1 .• A ssz.:740 , 00 , I 04/08/03 I SHEET EO.O • LIGHTING FIXTURE SCHEDULE PROVIDE NEW PAD,NAULT AS REQUIRED BY UTILITY CO. PRIMARY SERVICE (SEE SITE PLAN) • NEW METER BY CONTRACTOR NEW UTILITY CO. TRANSFORMER NEW MAIN SWITCHBOARD MOP - 800 AMP, 120 /208V, 3PH, 4W NOTE: ALL BREAKERS IN MDP SHALL BE SERVICE RATED crs AND METERING • (2) SETS 4/500 KCMIL (2) 3 -1/2' PVC CONDUIT •'--'--• • 200A SPACE e"". 100A/3P 100A /3P n 400A /3P 4 -; 200A/3P SP �---• ■ SPACE ONE —LINE DIAGRAM NO SCALE N SEE DETAIL ON SHEET 0.1 GENERAL NOTES: 1. CONDUIT AND CONDUCTORS FOR BRANCH CIRCUITS, IN GENERAL, HAVE NOT BEEN SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL NECESSARY WIRE AND CONDUIT FOR A COMPLETE SYSTEM. HOMERUN FROM FIRST DEVICE TO PANEL SHALL BE INDICATED ON AS -BUILT DRAWINGS. 2. ALL EXTERIOR LIGHTING CIRCUITS TO BE #10 Cu AND ROUTED THROUGH PHOTOCELL AND TIMECLOCK. PROVIDE LIGHTING CONTACTORS AS REQUIRED. 3. PRIMARY SERVICE AND TRANSFORMER REQUIREMENTS SHALL BE COORDINATED WITH LOCAL UTIUTY COMPANY. PROVIDE VAULTS, HANDHOLES, PAD, METER BASE, CT ENCLOSURE, TRENCHING, CONDUIT, ETC. AS REQUIRED BY UTILITY CO. ALL REQUIREMENTS SHALL BE VERIFIED WITH UTILITY CO. AND INCLUDED PRIOR TO BID. 4. COORDINATE MECHANICAL EQUIPMENT REQUIREMENTS, (LOCATION, CONNECTION, CONTROL LOAD, ETC.) WITH DIVISION 15 CONTRACTOR PRIOR TO ROUGH -IN. PROVIDE ALL CONNECTIONS AND CONTROL WIRING AS REQUIRED. 5. COORDINATE UGHTING FIXTURE TYPES WITH ARCHITECTURAL REFLECTED CEILING PLAN PRIOR TO ORDERING. 6. PROVIDE CONNECTIONS FROM FIRE SPRINKLER SYSTEM PIV VALVE, FLOW SWITCH, AND TAMPER SWITCH TO FIRE ALARM SYSTEM. COORDINATE EXACT LOCATIONS WITH GENERAL CONTRACTOR. 7. CONTRACTOR IS RESPONSIBLE FOR DEVICE/LIGHTING FIXTURE MOUNTING AND ASSOCIATED CONDUIT. PROVIDE ALL MOUNTING ACCESSORIES AND INSTALLATION AS REQUIRED. COORDINATE WITH GENERAL CONTRACTOR. 8. CONTRACTOR RESPONSIBLE FOR SERIES RATED FAULT CURRENT EQUIPMENT (SWITCHBOARD, PANELBOARD, ETC.) IN COMPLIANCE WITH UTILITY CO. FAULT CURRENTS. COORDINATE WITH UTILITY CO. AND EQUIPMENT MANUFACTURER. OR FUTURE ELEVATOR) NEW PANEL L 100A 1"C- 4#3 NEW PANEL G 100A NEW PANEL Mi 400A 3-1/2"C- 4 #500KCMIL SYMBOL LEGEND 0 1 20 L�J a $a SD $n+ 40/40 a 1 01 FLUORESCENT LIGHTING FIXTURE, SURFACE. '2' INDICATES CIRCUITING. "o' INDICATES SWITCHING. FLUORESCENT LIGHTING FIXTURE, RECESSED. FLUORESCENT STRIP, SURFACE OR PENDANT AS INDICATED IN FIXTURE SCHEDULE. FLUORESCENT PENDAN- WITH EMERGENCY BATTERY BACKUP, (MINIMUM 1150 LUMEN OUTPUT). INCANDESCENT, COMPACT FLUORESCENT, OR H.I.O. DOWNLIGHT, CEILING MONIED WITH EMERGENCY BATTERY BACKUP, MINIMUM 1150 LUMEN OUTPUT). WALL MOUNTED FLUORESCENT LIGHTING FIXTURE FLUORESCENT LIGHTING FIXTURE, WITH EMERGENCY BATTERY BACKUP, (MINIMUM 1150 LUMEN OUTPUT). 0 INCANDESCENT, COMPACT FLUORESCENT, OR H.I.D. DOWNLIGHT, CEILING MOUNTED. QE INCANDESCENT OR H.I.D. WALLWASHER, CEILING MOUNTED 'O INCANDESCENT OR H.I.D. LIGHTING FIXTURE, WALL MOUNTED. "1-.=1" EMERGENCY BATTERY UNIT (# OF HEADS AS SHOWN) EXIT LIGHT, , INDICATES DIRECTION OF ARROW 0 H.I.D. LIGHTING FIXTURE, POLE MOUNTED. UGHTING FIXTURE TYPE. SEE FIXTURE SCHEDULE. Cc DUPLEX RECEPTACLE DOUBLE DUPLEX RECEPTACLE DUPLEX RECEPTACLE, FLOOR MOUNTED C DUPLEX RECEPTACLE, MOUNTED ABOVE COUNTER AT +44' UNLESS NOTED OTHERWISE. ® SPECIAL PURPOSE RECEPTACLE, AS NOTED COMBINATION DATA /TELEPHONE OUTLET - PROVIDE BACKBOX AND STUB 3/4'C. UP TO ACCESSIBLE CEILING SPACE. MOTOR CONNECTION EQUIPMENT CONNECTION (INCLUDES CONDUCTORS, TERMINATIONS, GROUNDING CONDUCTOR, ETC.) E> FLAG NOTE CD JUNCTION BOX Q PHOTO ELECTRIC CELL TELEVISION OUTLET, WALL. MOUNTED - PROVIDE 3/4 "C. UP TO ACCSSIBLE CEILING SPACE SO SINGLE POLE SWITCH - "o" INDICATES SWITCHING THREE WAY SWITCH FOUR WAY SWITCH SWITCH WITH DIMMER THERMAL MANUAL MOTOR STARTER DISCONNECT SWITCH, FUSED (60) INDICATES SWITCH AMPERAGE/ (40) INDICATES FUSE AMPERAGE. SWITCH SHALL INCLUDE ALL REQUIRED CONNECTIONS. CONDUIT HOMERUN (HASH MARKS INDICATE NUMBER OF CONDUCTORS IF MORE THAN TWO. LONG HASH INDICATES NEUTRAL, HASH MARK W/ELAG INDICATES ISOLATED GROUND.) CONDUIT CONCEALED IN WALLS OR CEILING. — - - CONDUIT UNDER FLOOR OR UNDERGROUND. 208/120Y PANELBOARD I FIRE ALARM MANUAL PULL STATION (�J FIRE ALARM HORN /STROBE DEVICE FIRE ALARM STROBE DEVICE Ca FIRE ALARM HEAT DETECTOR G] FIRE ALARM SMOKE DETECTOR HJ TELEVISION CIRCUIT WALL OU TLE T S EPARATE P ERMIT' AND APp ROVAC REQUI C C 0 0 V S W rrr,E n iK^L A Atf; 1 j MIA Carmel 0 0. f a n a6 a .74 1.60 2.60 1.57 2.61 0 0 1 1.06 1.11 a 0.9t 1.06 1.73 2.58 1, 70 a 3.4 0.90 1.10 1.00 1.08 fi 0.66 0.53 0.67 0.89 0.63 0. /I 0.59 6.54 0.87 1. r 0.61 0.71 0.93 0.93 ' L.95 1.07 0.7i3 0.95 0.94 1.43 2. 00 1.75 I 0.84 1.31 1.12 1.74 I 1.4$ 2.04 2.12 3.54 2.87 3.40 l C 2.92 3.13 I a D.68 0.56 44 2.80 a.62 1.33 L -7 1 .80 .57 L -7 3.13 1.59 0.84 1.47 3 2.80 2.19 1.69 1.45 1.00 0.66 1.26 0.79 p 8 11 111 C .14 00 0.71 0.35 5 0.80 0.51 a 0 a L 0.66 0.16 0 .07 NORTH 0.88 0.69 0.6 800 AMP, MDP (APPROX. LOCATION) 0.25 0.78 0.08 0.05 0.60 0.02 0.21 "0 2-1 0.36 "0.54 0.77 i 0. 37 x /'37 0.42 0.60 1.15 1.78 i #. 0.60 0.5 0.70 p .0. • 1 0.54 't7.4�4 0.�4 i 0.4 0.52 0.51 0.60 0.66 unuTY METER (METER BASE BY CONTRACTOR) 0.13 0.05 0.02 0.01 0 0.0 0.33 0.16 0.09 0.04 0.03 0.04 0.06 0.09 0.00 0.05 0.07 0.10 0.15 r 0.23 0.10 0.05 0.04 0.05 0.07 0.10 0.15 .13 a 1 0.90 0.22 .69 0.40 0.20 0.10 0.05 0.06 D.091 0.13 C.17 cb EXISTING VAULT' V61 (APPROX. LOCATION) SITE PLAN SCALE: 1/16 = 1 0.28 0.36 b.52 0.71 0.54 b.37 1),2.4.. __ --- .95 0.90 0.97 0.89 13.93 0.55 0.37 b.25 i 1.22 3.2 0 0 0 0 a 7).79 0 a C a o 0 a a '34.90 a a a a 2.18 3.68 3.4 • . 42 0.99 0.79 0.64 0.57 0.55 0.60 0.85 1.23 2.57 4.22 4.27 4.24 4. 2.80 1.38 a 1.21 a 6 1 1.u2 94 0.88 0. "0.33 3.07 0.46 • 2.61 4.06 3.20 I x .22 0.24 0.1 0.25 I 0.36 0.55 3.1 4.23 a 3.04 0.60 0.47 3 77 0.80 1.85 p 3.33 3.70 3.16 11 G 2.62 4.18 1.96 3.37 1.15 1.32 3.35 3.46 1.33 .66 1.99 1.14 1.14 1.26 1.04 1.04 0.87 0.78 0.87 0.79 0.79 0.76 0.77 0.83 0.63 0.72 0.87 0.72 0.64 70.83 1.04 0.98 1.12 1.86 1.8s 0.87 0.89 .23 2.1 2.7 � .(yT 0.87 D.9 " 1.41 2.53 3.05 2.81 6 -33 UNDERGROUND_ SECONDARY I � 2.01 2.17 3.16 "■ .ZS a 33 - .31 2.36 3.27 0.72 1.12 2.33 2.90 a 0 0 a �+ 0.26 0.40 "0.58 0.80 0.47 1 2.�.7�t L - 7 2.92 2.0 • a U.b 0.97 0.5 1 0 . 6 p t I 1.07 0 . 7 13 13.3 t I 1 0.91 0.4 V? .4 i I 0.73 0.6 0.78 0.6 0.88 4.E a a 1.b9 1.0 0.67 0 0.4 1.01 2 4 .3 .3 6.5 S .6 b.5 .4 .4 .2 .2 0 0 0.5 1 I C ' � � I 1. 49 It nUT 5 a 1 Q 0.3 0.25 0.15 0.05 5 TRANSFORMER PAD 1k INSTALLATION BY CONTRACTOR PER UTILITY CO. REQUIREMENTS UNDERGROUND PRIMARY 4 "C & TRENCHING BY CONTRACTOR TO EXISTING VAULT. COORDINATE EXACT LOCATION WMTH UTIUTY CO. PROPERTY UNE GENERAL JOTES: 1. SITE uGHnNC (CIRCUIT L-7) SHALL BE ROUTED THROUGH PHOTOCELL & TIMECLOCK. /10 *IRE. DETAIL NOTES: MAKE 120V CONNECTION TO SIGN. COORDINATE EXACT LOCATION PATH GENERAL CONTRACTOR. 25'- 5 -0" 24 "min. COLD WATER SERVICE HANDHOLE MAKE GROUND CONNECTION \\/' 56 x 3/4 DIA. ANCHOR BOLTS 1#3/0 Cu GROUNDING ELECTRODE CONDUCTOR TO MAIN DIST. PANEL GRADE H 24' DIA I-- POLE BASE DETAIL NOT TO SCALE INSTALL YELLOW PLASTIC IDENTIFICATION STRIP THE FULL LENGTH, LABELED "DANGER HIGH VOLTAGE CABLE" POLE 1O' -0" (TYP.) #3 /o Cu. (TYP.) CONDUIT BUSHING COVER & BASE PLATES PVC CONNECTION GROUND ROD DETAIL NOT TO SCALE CONCRETE BASE PVC- SCHEDULE 40 UNLESS NOTED OTHERWISE. PVC MUST INCLUDE GROUND WIRE. GALVANIZED RIGID STEEL CONDUIT TRENCH DETAIL NOT TO SCALE De)3-tift•2• REINF. STEEL #4 VERTICALLY #4 HORIZ. 012" O.C. RESURFACE IN ACCORDANCE WITH FINAL REQUIREMENTS -SOD IN LAWN AREAS, ASPHALT IN PAVED AREAS. BACKFILL -95% COMPACTION 6" OR MORE OF CLEAN SAND OR APPROVED EXCAVATED MATERIAL CONDUIT-TYPE AS SPECIFIED. OTHER AVAILABLE GROUNDING ITEMS IN ACCORDANCE WITH ARTICLE 250 -81 OF THE N.E.C. 3) --10' x3/4 COPPERCLAD STEEL riTAMED vr'] �[ ?'JC3 SEPARATE h■ APPROVAL ip QUID as i I II r NEWTON ASSOCIATES ARCHITECTS 12213 DENSMORE AVE. N. SEATTLE, WA 98133 (206) 363 -5606 (206) 364 -6498 FAX Newton AssociatesOAT7B1. COM DATE: JUNE 16, 2003 A. onto\ l etbitpiat ii i ? pirso f (oats 04/08/03 _ - 1 SHEET EO.1 OF 0 0. f a n a6 a .74 1.60 2.60 1.57 2.61 0 0 1 1.06 1.11 a 0.9t 1.06 1.73 2.58 1, 70 a 3.4 0.90 1.10 1.00 1.08 fi 0.66 0.53 0.67 0.89 0.63 0. /I 0.59 6.54 0.87 1. r 0.61 0.71 0.93 0.93 ' L.95 1.07 0.7i3 0.95 0.94 1.43 2. 00 1.75 I 0.84 1.31 1.12 1.74 I 1.4$ 2.04 2.12 3.54 2.87 3.40 l C 2.92 3.13 I a D.68 0.56 44 2.80 a.62 1.33 L -7 1 .80 .57 L -7 3.13 1.59 0.84 1.47 3 2.80 2.19 1.69 1.45 1.00 0.66 1.26 0.79 p 8 11 111 C .14 00 0.71 0.35 5 0.80 0.51 a 0 a L 0.66 0.16 0 .07 NORTH 0.88 0.69 0.6 800 AMP, MDP (APPROX. LOCATION) 0.25 0.78 0.08 0.05 0.60 0.02 0.21 "0 2-1 0.36 "0.54 0.77 i 0. 37 x /'37 0.42 0.60 1.15 1.78 i #. 0.60 0.5 0.70 p .0. • 1 0.54 't7.4�4 0.�4 i 0.4 0.52 0.51 0.60 0.66 unuTY METER (METER BASE BY CONTRACTOR) 0.13 0.05 0.02 0.01 0 0.0 0.33 0.16 0.09 0.04 0.03 0.04 0.06 0.09 0.00 0.05 0.07 0.10 0.15 r 0.23 0.10 0.05 0.04 0.05 0.07 0.10 0.15 .13 a 1 0.90 0.22 .69 0.40 0.20 0.10 0.05 0.06 D.091 0.13 C.17 cb EXISTING VAULT' V61 (APPROX. LOCATION) SITE PLAN SCALE: 1/16 = 1 0.28 0.36 b.52 0.71 0.54 b.37 1),2.4.. __ --- .95 0.90 0.97 0.89 13.93 0.55 0.37 b.25 i 1.22 3.2 0 0 0 0 a 7).79 0 a C a o 0 a a '34.90 a a a a 2.18 3.68 3.4 • . 42 0.99 0.79 0.64 0.57 0.55 0.60 0.85 1.23 2.57 4.22 4.27 4.24 4. 2.80 1.38 a 1.21 a 6 1 1.u2 94 0.88 0. "0.33 3.07 0.46 • 2.61 4.06 3.20 I x .22 0.24 0.1 0.25 I 0.36 0.55 3.1 4.23 a 3.04 0.60 0.47 3 77 0.80 1.85 p 3.33 3.70 3.16 11 G 2.62 4.18 1.96 3.37 1.15 1.32 3.35 3.46 1.33 .66 1.99 1.14 1.14 1.26 1.04 1.04 0.87 0.78 0.87 0.79 0.79 0.76 0.77 0.83 0.63 0.72 0.87 0.72 0.64 70.83 1.04 0.98 1.12 1.86 1.8s 0.87 0.89 .23 2.1 2.7 � .(yT 0.87 D.9 " 1.41 2.53 3.05 2.81 6 -33 UNDERGROUND_ SECONDARY I � 2.01 2.17 3.16 "■ .ZS a 33 - .31 2.36 3.27 0.72 1.12 2.33 2.90 a 0 0 a �+ 0.26 0.40 "0.58 0.80 0.47 1 2.�.7�t L - 7 2.92 2.0 • a U.b 0.97 0.5 1 0 . 6 p t I 1.07 0 . 7 13 13.3 t I 1 0.91 0.4 V? .4 i I 0.73 0.6 0.78 0.6 0.88 4.E a a 1.b9 1.0 0.67 0 0.4 1.01 2 4 .3 .3 6.5 S .6 b.5 .4 .4 .2 .2 0 0 0.5 1 I C ' � � I 1. 49 It nUT 5 a 1 Q 0.3 0.25 0.15 0.05 5 TRANSFORMER PAD 1k INSTALLATION BY CONTRACTOR PER UTILITY CO. REQUIREMENTS UNDERGROUND PRIMARY 4 "C & TRENCHING BY CONTRACTOR TO EXISTING VAULT. COORDINATE EXACT LOCATION WMTH UTIUTY CO. PROPERTY UNE GENERAL JOTES: 1. SITE uGHnNC (CIRCUIT L-7) SHALL BE ROUTED THROUGH PHOTOCELL & TIMECLOCK. /10 *IRE. DETAIL NOTES: MAKE 120V CONNECTION TO SIGN. COORDINATE EXACT LOCATION PATH GENERAL CONTRACTOR. 25'- 5 -0" 24 "min. COLD WATER SERVICE HANDHOLE MAKE GROUND CONNECTION \\/' 56 x 3/4 DIA. ANCHOR BOLTS 1#3/0 Cu GROUNDING ELECTRODE CONDUCTOR TO MAIN DIST. PANEL GRADE H 24' DIA I-- POLE BASE DETAIL NOT TO SCALE INSTALL YELLOW PLASTIC IDENTIFICATION STRIP THE FULL LENGTH, LABELED "DANGER HIGH VOLTAGE CABLE" POLE 1O' -0" (TYP.) #3 /o Cu. (TYP.) CONDUIT BUSHING COVER & BASE PLATES PVC CONNECTION GROUND ROD DETAIL NOT TO SCALE CONCRETE BASE PVC- SCHEDULE 40 UNLESS NOTED OTHERWISE. PVC MUST INCLUDE GROUND WIRE. GALVANIZED RIGID STEEL CONDUIT TRENCH DETAIL NOT TO SCALE De)3-tift•2• REINF. STEEL #4 VERTICALLY #4 HORIZ. 012" O.C. RESURFACE IN ACCORDANCE WITH FINAL REQUIREMENTS -SOD IN LAWN AREAS, ASPHALT IN PAVED AREAS. BACKFILL -95% COMPACTION 6" OR MORE OF CLEAN SAND OR APPROVED EXCAVATED MATERIAL CONDUIT-TYPE AS SPECIFIED. OTHER AVAILABLE GROUNDING ITEMS IN ACCORDANCE WITH ARTICLE 250 -81 OF THE N.E.C. 3) --10' x3/4 COPPERCLAD STEEL riTAMED vr'] �[ ?'JC3 SEPARATE h■ APPROVAL ip QUID as Fl L -9 m L -9 STORAGE - -I •111111111111111111111114 14 111111111111•1111111M111111111111 +rwr L -11 F20 g L_ vI CHAN r 4. -9 L m L-9 hk • 4D k L -11 • `) 1 � �'��= liffillannaMfalikillOMMINIIIMIll w ''' ) +r �' • 1 1 cc � i : F20 11 .. 1 I ::■...�..■.�..■■ - •■ -- .___ p 19 11119111111111. �� �w • v� rr - Illiiiiiiiii tillin . ME 111111111111111111111111111 Ill ix 1111111211r04.1 nril 1 3)' Ini I 11111111 I 1111 i .. .--.„--,... micw:insr- F arcerup r INIIIIII ig ` awry. n t in) arisg TURE till 1. i i ` InallinliMP ir +� ►��� I -, I L -15 L -15 L -15 L -15 L -15 L -15 IRTIFID GD r- UM= ig L 11111M114111111111111111111111191110, IIIIffillillatliEgkommusid - m L -9 0 4z•VA +rte L -11 L -11 3 COURTYARD COURTYARD Y L-li CEP RY 0 IZi x NORTH BASEMENT LIGHTING PLAN SCALE: 1/r iJ DETAIL NOTES: PENDANT MOUNT AT 10' AFF. PROVIDE ALL MOUNTING AND JOINERS NECESSARY FOR 90' REWIRED BY MANUFACTURER. SEE FIXTURE OTHER REQUIREMENTS. COORDINATE EXACT MOUNTING HEIGHT WITH TO INSTALLATION. ROUTE CIRCUIT THROUGH PHOTOCELL AND TIMECLOCK. D3•-•2-Je6 ANGLES AS SCHEDULE ON E0.0 FOR ARCHITECT PRIOR C S SENAR TE A E Pp �' � 0 REQUIRED 1 JG 11 O cant* FAX (425)774-9870 , II I. - NEWTON ASSOCIATES ARCHITECTS 12213 DENSMORE AVE. N. SEATTLE, WA 98133 206 363 -5 806 2063 364 -6498 FAX Newton Assoc is tesOATTBI. COM DATE: JUNE 16, 2003 OF "WIN ..., gi .. 1 I mo 04/08/03 L SHUT Ei .0 OF Fl L -9 m L -9 STORAGE - -I •111111111111111111111114 14 111111111111•1111111M111111111111 +rwr L -11 F20 g L_ vI CHAN r 4. -9 L m L-9 hk • 4D k L -11 • `) 1 � �'��= liffillannaMfalikillOMMINIIIMIll w ''' ) +r �' • 1 1 cc � i : F20 11 .. 1 I ::■...�..■.�..■■ - •■ -- .___ p 19 11119111111111. �� �w • v� rr - Illiiiiiiiii tillin . ME 111111111111111111111111111 Ill ix 1111111211r04.1 nril 1 3)' Ini I 11111111 I 1111 i .. .--.„--,... micw:insr- F arcerup r INIIIIII ig ` awry. n t in) arisg TURE till 1. i i ` InallinliMP ir +� ►��� I -, I L -15 L -15 L -15 L -15 L -15 L -15 IRTIFID GD r- UM= ig L 11111M114111111111111111111111191110, IIIIffillillatliEgkommusid - m L -9 0 4z•VA +rte L -11 L -11 3 COURTYARD COURTYARD Y L-li CEP RY 0 IZi x NORTH BASEMENT LIGHTING PLAN SCALE: 1/r iJ DETAIL NOTES: PENDANT MOUNT AT 10' AFF. PROVIDE ALL MOUNTING AND JOINERS NECESSARY FOR 90' REWIRED BY MANUFACTURER. SEE FIXTURE OTHER REQUIREMENTS. COORDINATE EXACT MOUNTING HEIGHT WITH TO INSTALLATION. ROUTE CIRCUIT THROUGH PHOTOCELL AND TIMECLOCK. D3•-•2-Je6 ANGLES AS SCHEDULE ON E0.0 FOR ARCHITECT PRIOR C S SENAR TE A E Pp �' � 0 REQUIRED 1 JG 11 O cant* FAX (425)774-9870 M l IMIIIIIIII 111111 11 OM 1111011111 Iii � 111E 1 lam! � GG� v 1111 rim ipibli militx.-.14.1.1 ini OMNI All vim � - L. L :1 ISM ;-ixamsiber-ii-in iL�lil<4!f�'! + n in e � i�1 1 IM s gli Inn i_OP:N 0 � ARE� :antrammis, giant: glitiain°11111111111 1112 1111E111 :1 Igo (m) Forza I ] 1 I!i [0� 11 1 "Imin- wrilM1111 aliPAIM L -2 L -2 X L -2 OFFICE LEASE SPACE L -2 • L -5 NORTH L -2 L -2 FIRST FLOOR LIGHTING PLAN SCALE: 1/8• = 4' L -5 L -5 DETAIL NOTES: ROUTE CIRCUIT THRU TIMECLOCK AND PHOTOCELL. MAKE 120V CONNECTION TO LANDSCAPE LIGHTING TRANSFORMERS (PROVIDED BY OTHERS). COORDINATE EXACT LOCATION OF TRANSFORMERS WITH LANDSAPE DRAWINGS. ROUTE CIRCUIT THROUGH PHOTOCELL AND TIMECLOCK. r Q c C 0 0 r. 0 0 • W I 4R rE AR ►I p � L Cent ri A t, 1 I JL3 RAW Qo 0 Z O z CC w O W NEWTON ASSOCIATES ARCHITECTS 12213 DENSMORE AVE. N. SEATTLE, WA 98133 (206) 363 -5806 (206) 364-6498 FAX Newton AssociotesOA TTBI. C0M DATE: JUNE 16, 2003 IO�'IIES 04/08/03 SHEET E1.1 OF N d G -1 cu-1A 27MCA, 208V, 3PH -1 B 27MCA, 208V, S 18MCA, 208V, M1 3H�P, 208V, 3PH 1 2 120V, 1P N HP, 120V, 1PH W=1 3 /4HP, 120V, 1PH G -3 FIRE ALARM CONTROL PANEL 0 ,22,24 M116,2 208V, 3PH STORAGE 8 -3 3/4HP, 208V, 1PH 3 /4HP, 208V, 1PH ,CCU -5 3 /4HP, 208V, 1PH G -3 141- 29,31,33 18M VIP 1w>r silemi. in 1►r� A � '/.1111111,11 . /1•11 M1 ,3,5 rt- G -1 30/20 18M M SEE RISER 141-29,31 DC -21 I 208V 1 i edli WA Y -7 M1 -37,39 1-1/2"C TO MDP MOUNT IN PIT NORTH RD G -7 M N WOMEN J U G -7 TURE VA TO ! I l l f � G -13 U O a_ G -9 G -9 SCALE: 1/8" = 1' -O G -25 0 STOR G-25 S GE G -25 G -13 BASEMENT POWER PLAN COURTYARD w G -27 G -25 fl G -27 MEETING HALL LOBBY COURTYARD G -25 G - 23 G -23 ENTRY PETAIL NOTES: PROVIDE JUNCTION BOX AND STUB EMPTY 3/4' CONDUIT TO ACCESSIBLE CEILING SPACE FOR FUTURE SECURITY SYSTEM. PROVIDE JUNCTION BOX AND EMPTY 1` CONDUIT TO MAIN TTB (SEE SHEET E2.2) FOR FUTURE LOW VOLTAGE WIRING. PROVIDE 120V CONNECTION TO BOILER CONTROL PANEL. COORDINATE EXACT LOCATION WITH MECHANICAL DRAWINGS. PROVIDE 120V CONNECTION TO IRRIGATION CONTROLLER. COORDIATE EXACT LOCATION WITH LANDSCAPE ARCHITECT DRAWINGS. EMERGENCY SHUT DOWN FOR BOILER POWER. (COORDINATE WITH DIV. 15) PO*3. 24, ....ti • .. - aw^w.w.,.�„�w.�.,,.�• d; , .e..w.•! v . . wv. M ME ✓ ..+ 4 „ �� „ ��'+��"•'M^'1N.in. F.. w.YP` •ww w fMl ^ Vr.TM 41110.1. ," . q'l�•,�► "!'..R"'�� :�: "wipmftpipcmiltM.,'s i°Rep '"ti PiR/w* ay.." :' .,. A IT.. w. Mflarmt " ,. esiv ' ii (? 1 1 pinki nconito SEPARATE PERMIT AND APpRpyµ REQUIRED z 0 z J Z 0 Z ix Cf) L.►J C: O F-- U- U w _ J Z Cf) LU Q U co NEWTON ASSOCIATES ARCHITECTS DATE: JUNE 16, 2003 todida 04/08/03 SHEET E2.O 4 r(Y\, OFFICE LEASE SPACE • Ai NORTH STUB EMPTY 2' CONDUIT FROM SWITCHGEAR TO THIS POINT FOR FUTURE TENANT PANEL MAIN G- / M EN \ � I G -27 2 FIRST FLOOR POWER PLAN SCALE: 1/8' = 1' -0' ROOF DECK Coati OR G -8 IOM G -8 . _ TA F 16 .�.� MEM �� �•� ;,�� mirtri • G -8 8 MAIL G -24 R OO M L G -12 G -12 OFFICE c G-12 G -12 OPEN OFFICE AREA -24 G -24 G-22 G- 0 G-24 -32 -32 G -31 BRIDGE G -22 OFFICE G-14 0 -14 0-26 1 HR FIRE SHUTTER G -26 A L -1 3 G- 4 G -22 CL G -14 0-22 G -18 G -18 G -18 OFFICE 0G -18 G -20 G -20 CON_ FERENCE ROOM G -20 G -20 PETAIL NOTES; PROVIDE JUNCTION BOX AND STUB EMPTY 3/4' CONDUIT TO ACCESSIBLE CEILING SPACE. TYPICAL THIS ROOM ONLY. OUTLET TO BE MOUNTED APPROX. 6` BELOW SOFFIT FOR SEASONAL LIGHTING. OUTLET TO BE MOUNTED IN SOFFIT FOR SEASONAL LIGHTING. VERIFY EXACT LOCATION WITH ARCHITECT. PROVIDE JUNCTION BOX AND STUB EMPTY 3/4' CONDUIT TO ACCESSIBLE CEILING SPACE FOR FUTURE SECURITY SYSTEM. EF -2 SHALL BE CONTROLLED VIA 0 -60 MINUTE TIMER (PROVIDE BY DIVISION 15). EF -1 SHALL BE CONTROLLED VIA THERMOSTAT (PROVIDE BY DIVISION 15). L -1 • V C C • C 0 U V r2 U m 0 N N _ v X 0 cm o N co to in a, • CO M o ff , o� " 3 moo RECeveo 1 ) - -, err ce SENRATF PE RMi T AND A PPRO VAL RT 4i,R it D W F-- Q 1Y I-- (U) Z CD z LLl W W NEWTON ASSOCIATES ARCHITECTS 12213 DENSMORE AVE. N. SEATTLE, WA 98133 (206) 363 -5806 (206) 364 -6498 FAX N ewton Associa tesOA TTBI. COM 4 ., p ccti 0 x x r 1 fr '_ � qCHANICAL LI I STORAGE tz X i t - - - • H ALLWAY 0 SHWR ooI NORTH - 0 CD J w k4 ; ; WOMEN FUTURE ,STTGE WARMIN ffl TCHE ,L SCALE: 1/8- = 1' -0' rol II RAMP DOTT STOR CD BASEMENT POWER PLAN U MEETING HALL LOBBY COURTYARD • . o FA REMOTE kg ANNUNCIATOR-I a Iff ENTRY 0 DETAIL NOTES: PROVIDE CONNECTION FROM DUCT DETECTORS (SUPPLIED AND INSTALLED BY OTHERS) TO FACP. 34/16 _ PAM TE R � R RD RECEIVED 4!.r; I ; Z • P IERIWIT v C C = O • .3 C cn te a, 0 _ � a0 d 3 O t 4'. pe) 0 N.. �r- W g 0 Z 0 z W F— z C!) Lk W 0 E3.0 NEWTON ASSOCIATES ARCHITECTS +2213 DENSMORE AVE, N. SEATTLE, WA 9e133 (206) 363-5806 (206) 364 -6498 FAX Newton AssociatesOATTBI.COM wpm. r 16 EZ IZ IZ • 14 14 WIN 14 14 f OFFICE LEASE SPACE v NORTH co u ROOF DECK >.< _STAFF a MAIL I ROOM L OFFICE OPEN OFFICE AREA w m ea< m LOBBY BRIDGE 0 CL FIRST FLOOR POWER PLAN SCALE: 1/8. = 1 • -�• Jai OFFICE OFFICE OFFICE CONFERENCE RO A pETAIL NOTES: 1 3::> CONNECT SMOKE DETECTORS TO 1 -HR FIRE SHUTTER (SHOWN Oh SHEET (2 -1.) i a SE P 4 RATE A�°la�yu � eirv A!,.; :; comet C 06+ C = W sela c n ah _co ch C O fro= • co W Q 3� 0 _ w '~ O • in ▪ � rW g 5a NEWTON • ASSOCIATES ARCHITECTS 12213 DENSMORE AVE. N. SEATTLE, WA 98133 (206) 363-5806 (206) 364 -6498 FAX Newton AssociotesOATTBI. COM DATE: JUNE 16, 2003 Ions 04/08/03 E3.1 • g • !Panel 0 1' • I PANEL SCHEDULE I POJICT: :BRICKLAYERS : I 1 ' • No. +12O 2O /, 3Ph, ' clip on Location - r 4W. . OOA Bus Loa. (VA) 1 Loa. Type L.O. = + Amp - Pole i • e -' Phasmp ... A !SURFACE Pole WALL oed (VA) MOUNTED Load Type 9 cnption e Local ion FIRST FLOOR. SERVER MAIN TT FIRST FLOOR, MICROWAVE FRST FLOOR, F IRST FLOOR FRSTFLOOR, FRSTFl00R, FRST FLOOR, FIRST FLOOR, FRST FLOOR, FIRST FLOOR, COPER CF -? & EF FRSTFLOOPGEN SPARE SPARE SPARE SPARE • GEN GEN GEN GEN GEN GEN GEN GEN GEN GEN ' ". 2 t kt No - T {� REC REC REC REC REC REC REC REC REC.- REC � ' 1 3 � 5 7 9 11 13 IC 17 if 21 23 as 27 28 31 * 3T a 41 BASEMENT, FRCP 3 BOLER BASEMENT, BASEMENT, BASEMENT. BASEMENT. REF .. _. COFFEE MICROWAVE KfTCHEN BASEMENT, BASEMENT, BASEMENT, IRRIGATION 1 HOUR FIRE E)CERIOR SPARE SPARE - SPARE y: GEN. REC _i CONTROL GEN GEN GEN GEN . - - MAKER REC REC _ PANEL REC. RFC REC REC . I 23.479 aC O'c9exac ac tr aC cr Q`Q.'aC0`aCo m,C, I T• • - ` - t - t T - s I I 7 r j 1 r 2.R � R,R R R RR,R : R�R , R, R,R, RiR,R;R , Ri i T r� ! 41804• 1 .1 T i ? 1 I T T i -t t t t l i 1• I t �E U 4i 1l lilt!! r u < , 1 : i4 l 1 ! .. tt is ! � ! • � u f < i r i u � 44 :� t � � � •� 70 '10 , 16 - 20 - 20 2 0 Y 20 20 "r 20 20 - 20 20 - 20 X20 20 20 20 ' 70 - 20 20 ... 2 _ nor: . j I T . - ate .- ,.• ,��;� ; v- ,� 1.080 880 60' � ?0 100 120 720 - 120 X20 ' - 120 1,080 a;a`armama ��. aci oca at2ac , _. . .•AF' r---r ' : ' ISM T • PANEL . G ' FUTURE El --- : r. . .... • • • - ' . „ • EIMI' v� ooioo ;RRia'8 w "*-- la . - ' . GEN GEN GEN CONTROLLER SHUTTER SIGNAGE �'. REC REC REC - 900 1,080 1,200 X 800 • 380 .:�, - -. a MB .............., ' ' 11r . ..~ : -1 REC T :. N NM ..�.:. IIIIIIIIIII NU 14 �.,:,,_ I i - . -- • - •r-4•-t---. - ..- . .::_...._r. : .._._ - . • 1111111111111111110 • _ ,., • SPARE ! ..... ....„ _. -4:- . RE _SPA =r .-.- - : ., - ... Total Connected Total Connected `To a l Connected toed: Load: Load' Load: • Ph A _ . 10.4001VA VA 87 - '""` A A A • Ph B ...6..........• ' 8.080 . �. � ,�.. IIIIIIII Ph C ; •• • 7,290 81 • ij Tota Demand . MN . alle .: Total Connoctsd -:".•+... . . , i 25.8'KVA •• : "11.6 �AMr� Load: 19 4;KVA � ;53.9 :AMPS � � •' .. ' � : ..�� •. t: '. ' • . � . J _ ....._ ._. - .. Demand Facto r , - - 1 100% 125% � ' `d.oad �' Qem � � . • • t • , -• � ' I .,. 111REF t ccsssonei rtns Avieihab ; � MN. C8 A I c au?E Dili . • . G _ -_4_1 • Genero�Non (_ __ _ 29__! -Con tenuous) _ - to 10 KVA -- �. . Mil __ . . • ._ KVA - _ MIR Connected osds 1 1.930 0 • 22,740 ; -- w' bled I S oeds (S) - 0 0 .0 . old oads - 930 0 .. 1 1 930. 0 • gm , unimig .. 40,925 VA 36,322 VA 32 543 V A 341 V `$03 ___. R Receptacles J over 1 O K Kitchen H :Heating • __r. _ .000 .i _ :Ti ; 740 0 10096 X 5 0% • 100% 10016 10,000 • 6,370 ^ • • illii 1A • . . .. NM INN - ' - - 1111111111111110111111 271 A ' ' ' Totaal Connected Load. MB 0; _ . .. 109.4 KVA : '303 9 .. ' of 11111MIIMINEll_ .. IMO r • ■ • iii= 0 , . • • .+ - - fl 1,100 � AMr• , .. 0 j 11111111111111 11111111111111111111111=5 111111111111111111111911111111111111111111MINIMIS ; INS IIIIIMI NIB � INN M •Motors LM WH C . Continuous La r 9 Motor Water Heiler - rrn`s"�cvaila�Ts'1"sult • . I _ 1 ; .� • ...0 - .� - 10096 ' 25 •1 2Sl6 w+ 12596 VA s . 1,100' 1 General NM G eneral (Non - Continuous) L iusphttn.9_ .. 0 A 0 • • 0; e - - -- , . ..0; •0 14 959 14859; .9 1 2596; . +0 .. 0 : " , • at • 0 } - ... 0' c cesson s A _ . I - .. 0 .��. 0, 19400iVA I ••• ; .chen over 10 KVA _ _ 25,770 VA . 0 VA 25.770 H Heatin - .Motors •p 0 0 : 100% r 0 M_ LM Largest Motor :Panel m SCHEDULE 1 PROJECT: 'BRICKLAYERS , 1 I ~ Ckt 120I208V L ._.. _.. �._.. 111ALL MOUNTED GIST. PANEL CONSTR. ! • 124- .u-03 Description sss Ph B rnp C B Polo Load Load'Descnptron (VA) IType Ckt No. Location Location "� . ' No PANEL M1 ,........4...._ _t_..........k ' 23.479 d► V) Of V!'Vf .1 L I . 1 i f 1. 1 . j . T r� ! 41804• 8,528 4,783 -- ++--»a ' PANEL L SPARE I MEE= I • ' : ' ISM PANEL . G ' FUTURE El .... - ' = OM= la .............., 11r Cl T NM MUNI IIIIIIIIIII NU 14 •r-4•-t---. MI Eallaal 1111111111111111110 1 _ • ....„ __.....• . . .:...... ...6..........• . �. � ,�.. IIIIIIII 11111.111 r ,:...... � . J _ ....._ ._. - .. MINNS NMI. . ' + � • . Toil '„ - � - NMI -_., Total Connected Load. Ph A Total Connected Load Ph B Total Connected Load. Ph C - - . unimig .. 40,925 VA 36,322 VA 32 543 V A 341 V `$03 ; A 1A • • ••• " ' NM INN - ' - - 1111111111111110111111 271 A ' ' ' Totaal Connected Load. MB 109 8 KVA • Total Demand Load: 109.4 KVA : '303 9 .. .. ' ' ' 105 0 AMPS r • ■ • iii= .+ - - � AMr• , .. Connected utit�ed Told Dem snd • Demand `.'..' - rrn`s"�cvaila�Ts'1"sult '. 1 eFf Ls . . ,�,: -....4.._ . __ . 1 s tads (S)1 ,. Loads Factor '"��Loed 4 4,:_ G eneral (Non - Continuous) L iusphttn.9_ A - . 1930 - 4,-, -s 1 + • ,930 10096 �- -t 1.934 - . l.. i r MIN. C.B. A LC _. _ .- r -- .. ---t • • • 0 14 959 14859; .9 1 2596; 18,699 R Receptacles - to 10 KVA :. m'. . ." 0' , - , 18,5661 10,000; 1ooi 2,7401 7 12,740' ±' 50 %1 ..,.''',.- i o too • _ 6.370 . c cesson s A _ . I - ; .chen over 10 KVA K •w t � o. 4096: H Heatin - .Motors •p 0 0 : 100% r 0 M_ LM Largest Motor a 611621 '. 131,162+ 100% ' - 81,16 .. 0 0: • • 0 '125 %t _ 0 .. , .. = 4 WH Water Hester .1... . 0 . 9.000' '1 M 1 r • . 9000 25% 11 250 C Continuous GenerolLod e •" _ - . E' � p_ 0; � 0. X25 %, i 0 i'�.• 0 VA . 109,7911VA 109.791; VA . -.w ' 1 1 09.4 1 V A ... • • . ,Panel L 1 120/206Y, 3Ph, 4W. Ckt IDescription No Location I 1 SEASONAL LIGHTING 3 SEASONAL LIGHTING :1: • Load (VA) 500 500 6 LANDSCAPE LIGHTING 520 7 PARKING LOT LIGHTNG 1,600 f BASEMENT GENERAL LTG 11 BASEMENT EXTERIOR LTG 13 BASEMENT GENERAL LTG 16 BASEMENT GENERAL LTG 17 BASEMENT GENERAL LTG 1f BASEMENT GENERAL LTG 21 BASEMENT GENERAL LTG 23 25 27 29 31 33 36 37 39 41 Total Connected Load Ph A Total Load Ph F Total _ C_ _onnected Load Ph C Total Connected Load F .t r * awl 1,160 600 1,272 1,500 1,512 1.512 •d87 ilk i. PANEL SCHEDULE C.B Amp N C Pole 1 A 20 , 1 1.144 L FRST ' GENE - E FLOOR NERAL LTG 1 B T `.0 - a 1 1,116 _ L FRST FLOOR GENERA[ LTG . I C • 7 1 0 _.._ 1 1,036 L FRST FLOOR GENERAL LTG 1 A 20 1 • :500 L FRST FLOOR FXTERK R LTG 1 � c I" • C B. C B. Load Losd Phase -- Amp ' Pole (VA) _ Type location 7.c ES=1 • I� - A . B C B A ' - C ri .� .,.... . _ , ...I -.. . - _.i.4.,. 6.528;VA _ _ 54 A 4,763 VA 40 A 8 ,668 ' 31 A } ! ' - 15 0!KVA '�� Total Demand Load 11 6 ;AMPS ISURFACE WALL MOUNTED • onn ected Subted - ' . .TotaT" Demand . _ oe - _ - ds . _ Feeds ( - - oeds Factor • eneret (Non - Continuous) 0' 0 L ightrng , . --.-- --- -'14,959' . 0. T ... .14,959 '125% - eceptacies - to 10 KVA �I 0: - �'`�' -- 7. - 0 0 100% over 10 KVA _ �- i.. - .._. 0 0 X50% 0 itch en - .. , 0 0 l00% H eating 0 . 0. . S ' • ' 100% LM largest Motor - t - t - 4 0 . o o 125 % 14.959 VA T 0VA 14,959 VA PROJECT: !BRICKLAYERS • 18.7 KVA 1.9 AMPS em en d • Load 0 18.699 0 0 0 18,699 VA 24-Jul-03 •dREFI Arms Aveileble Duty !KEPI MIN. C B. L. -,E Accessories Cld. o. 10 12 1S 1s 20 22 24 2$ 25 PANEL SCHEDULE ;Panel M1 t dal Demand Load ,.� t _ . ? ' Connected aubt -- Total Demand s � osds tads `' t o � ---_ :. t) ac�oa G llon- Continuous)�``'`� p�` - 0 � '''�� Labs - 0 100% , over 10 K VA L teghtani� � •-- ,a.y -..� . s' , :- :t ,r•- .,, ;,ti:+-- •:�•..w -; - ,,... _ R - ^ Receptacles - to 10 KVA ,7--7.-' ' '- } • '� . Att K Kitchen r . -. . eta"'.! -�'' "_`_' r .w.. H Hooting - - Mme -- - - LM Largest Motor WI., WfOer Heater C Conlin uous Genera/ Load 0 U 0' VA • • PROJECT: !BRICKLAYERS simmumn M rs 1 • No 4 • 12 f 14 is 11 ED 24 3f 12�O11lOaV, 3Ph, 4W. Ckt Description_ No Location -' I 1 BCU-1 • ' - 7 B -1 W f HP -2 11 WH -1 13 - 1$ _ -- 17 SPARE W 10 HP -1 21 BCU-6 2 - 27 ' - Zf BCU -3 BCU -2 • BCU-5 41 SPARE Total Connected Load: Ph A Total Connected Load: Ph B Total Connected Load. Ph C Total Connected Load: ▪ BOP r • 9000' * • 0' 69 ,082!VA Ii Bus � ... ,'ML.O. 1 : f • . Lad ' Lad ' _ C B C B _ - C (VA) Typo Amp 0 Phas_s ♦ vri 1.319 M 20 3 1,319 M ~. . _..'.- - 1,319 M . 756 M : - 1 - 1,17 1 _8 ' M - 1 � 3.000 H _ W 0 -r_ ' -* 3,000 WH ' r. 3.000 WH . L y 1,856 M J 718 M ' 718 M A 718 M . ' 1e M 7'20 ' 3 "b 718 M - : 718' �� - - -'' 718 IN - C ^ 718 M ' '20 71'8.. _Ni •"-... --. - - . 2 +A .,.. e 23.997 ;VA , 200 A 23.4791VA ;77, 198 - A 21,585IVA 18 A 89.1IKVA -1'7.:617 ' 4 • .1 AAMPS . -I C A A Ci A • a+ 0 0 100% 0 -rw • - ' • 0_'•12 o ' • 0' SURFACE WALL MOUNTED I 30 3 3.239 I 3.239 - :._ 3,239 Id ..- S 2.159 2.159 ▪ 2,159 20 ▪ _ '_ .3 2.159 .. -.._. -. 2.159 30 ' $ • 3.239 • - 3,239 - • 3.239 • 2,159 2,159 _ 20 ' D 2.158 - -- = - 2,159 20 1 2,159 r � 20 1 a Loa Type M M M M M M M • M rA pA M M 71.3;KVA 96.1 �AMPs Demand �. oad • 01_ 0 50% 0'96 0 100% 0 100% , 0, 10096 r - ' OO,o6Z 60.062 9.000 '' 69 082 �, VA .1125% y . 11.250, . 71 1 0 1. E ,3 2,VA Description / Coast CU-1A CU-2 CU-3 CU -1 B CUT CU M - SPARE '� SPARE SPARE i aI EF v�l fs a gulf l�u't y i • cress Ckt } w t X4 444' SEPARATE PERMIT MO APFROVAI REQUIRED U C e to C • C O 0 V + U 0 w OF glair O z 0 p W z U) w 0 F- U W z U.) Q U z O co LU U IL IL 0 F z SHEET E 4. 0 NEWTON ASSOCIATES ARCHITECTS 12213 DENSMORE AVE. N. SEATTLE, wr, 9e133 (206) 363-5806 (206) 364 - 6498 FAX Newton AssociatesOATTBI.COM DATE: JUNE 16, 2003 LExJImcs 04/08/03 NEW_ MEETING HALL AND 15208 52nd' Avenue South, FAX (425)774-9870 LUMINAIRE NUMBER CIRCUIT OFFSET MOUNTING HEIGHT MAST ARM BASE STYLE DISTRIBUTION TYPE WATTS ROADWAY 'VERHANG •EMARKS 1 1 A 22.5' . 30' 12' FIXED CUTOFF_ III 200 6.5' 1 POWER a ' I I ' ,MEDIUM I 1 0 II . ' RUN NO. /\ CONDUIT CONDUCTORS CIRCUIT 1 1 -2" SCHEDULE 40 PVC 2 -18, 1 — #3 BARE A 2 1 -2" SCHEDULE 40 PVC 2 —#8, 2 — #12, 1 —#8 BARE A 3 1 -2" SCHEDULE 40 PVC 3 -12 POWER BREAKER SCHEDULE SERVICE & CIRCUITS MAIN BREAKER AMPS BRANCH BREAKER AMPS CONTACTOR AMPS SERVICE 100 CIRCUIT A 15 30 CIRCUIT B I 15 30 GENERAL NOTES -- 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE SPECIAL PROVISIONS, THESE PLANS, THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (CURRENT EDITION) AND THE CITY OF TUKWILA STANDARD PLANS AND THE WSDOT STANDARD PLANS (CURRENT EDITION). 2. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 3. ALL WORK SHALL BE CONSISTENT WITH WITH UTILITY AGENCY REQUIREMENTS. TH= CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES BEFORE COMMENCING WORK, AND SHALL COORDINATE THE WORK WITH THE UTILITIES THROUGHOUT THE PROJECT. EXISTING TIMBER POWER POLE AND LUMINAIRE TO BE REMOVED BY SEATTLE CITY UGH T. DESIGNED BY L. HOBBS ENTERED BY D. LILLY CHECKED BY PROJ. ENGR. DIST. ADM. DOT FORM 221 -012 Revised 12/93 0 ® TYPE 1 JUNCTION BOX, J -11 a 0 a LIGHT STANDARD, FOUNDATION, LUMINAIRE ARM & LUMINAIRE 0 0 CONSTRUCTION NOTES INSTALL NEW ELECTRICAL SERVICE CABINET PER CITY OF TUKWILA DETAIL RS -22. INSTALL CONDUIT ► O SEATTLE CITY LIGHT TRANSFORMER. COORDINATE WITH TOM GRAVELL OF SEATTLE CITY LIGHT AT (206) 386 -1672 PRIOR TO COMMENCING WORK. PAYMENT FOR WORK BY SEATTLE CITY LIGHT BY OTHERS. INSTALL FOUNDATION, LIGHT STANDARD, LUMINAIRE ARM, LUMINAIRE AND PHOTOCELL PER CITY OF TUKWILA DETAIL RS -20. INSTALL FOUNDATION, LIGHT STANDARD, LUMIAIRE ARM AND LUMIAIRE PER CITY OF TUKWILA DETAIL RS -20. 10/21/03 LEGEND ELECTRIC SERVICE CABINET CONDU' T CONSTRUCTION NOTE WIRE NOTE DATE i DATE REVISION BY REGION NO. 10 STATE WASH JOB NUMBER CONTRACT NO. • FED. AID PROJ. NO. EXPIRES 9/15/04 LUMINAIRE SCHEDULE 4' 1 LUMINARE SHALL BE GENERAL ELECTRIC MODEL SOAllFC32F OR EQUAL 6' HIGH CHAIN —LINK FENCE 1 1 w 155' 52ND AVE. S.! 1 TRANSPORTATION PLANNING & ENGINEERING, INC. 2223 112TH AVE NE, SUITE 101, BELLEvUE WA 98004 (425)455 -5320 WIRING SCHEDULE DEC 1 ° h sap z 20 ILLUMINATION PLAN • 0 20 "Iry -1REFT/ED 4 Nov 2 2 ►'E&mT am 40 scale 52ND AVE. S. BRICKLAYERS UNION HALL r .w..►a.Mwr..r .a...�..+....w+.�a� .A+i..J.. ►r .+:..ii'.:!►. a.' •C t 4-+ . i... �''... rr i7C�gsir� • • r. .. ♦ �v ' �'� a' • V feet SL1 ..w.... - +r:.4a ---.- - ..+h...rr/► ...r • .w....r+- •■•..w..r- w.■•. •1 - ..••••• •••■•• ,.r......�.Y��y.. �.."'.�.+"'a- .`.+ .- +.M..- -rte... •.ter •• ... �.- �.�a....+a..►..a� w.- ......ter . .._ �.�...� . w ..w .i 41 �I:GTION f\T E)CPAN Jo l NT rN,7 ABBREVIATIONS . BS EA EJ EXP. AGG GALV. INT. JT. NTS SJ TS TYP W/ VWVM SITE LIGHTING LEGEND 12E RAK PREY 2H � EGT 1c$-• xt 4 *1 G�WLI.S c N P N I pE P . P,AN ION MAT�RIi4- • p AI.L pxPo , Q• �. -p l • c I •FE ' 14' S GTION A 5co 'j'- Bottom of Steps Each Expansion Joint - See Detail 3 Exposed Aggregate Galvanized Integral Joint Not to Scale Score Joint Bottom of Steps Typical With Welded Wire Mesh EXPANSION JOINT AND SCORE JOINT NOT TO SCALE Low Voltage Light: Kim Lighting #KLV205BI. or Hadco Lighting 4131,616-A or Kichler Lighting #K -15182 or B -K Lighting "Lite Star" or Lumiere BZK 206. Lamp: MR 16, wattage as indicated below. Color: bronze. R Used as Uplight /tree accent eight (35 watts, medium field) p Used as Downlight /Path light: use 24" height extension module. (20 watts, narrow field) Accessories: 1. Spear Mount for ground - mounting: Kim tKI,V400BI. or Hadco #S4 -A, Color: black. 2. Height Extension Module for use as Stair and Pathway Down Light: Kim #KLV41 5BL, or Hadco #S12 -A or B -K Lighting "ST" series, length as indicated on the Drawings. Color: bronze. 3. Strap for Tree Uplight application: as approved. 4. Glare- minimizing l-lex cell mini louvres are a;'ailable from Focus Lighting. in Transformer: Kim Lighting direct burial or post- mounted type, 250 watt, 500 watt and 750 watt maximum models, as approved by the Landscape Architect, or approved equal. Timer: Removable timer designed to plug in directly to the transformer, as approved by the Landscape Architect. Photocell: As approved by the Landscape Architect Electrical Power Source (): To be verified in the field. Circuit S1: 9 Path Lights 0 20 watts each =180 watts. Circuit 12. 10 Path Lights 0 20 watts each = 200 watts. Circuit *3. 4 Uplights 35 watts each =6140 watts. . N Ate. to tet..44114 ,, I t { WIPP 17 CONCRETE STAIRS AND HANDRAIL SECTION, 1/2" = 1' - 0" PdESTIt'`t NGkg " !Au �+C, frqg Aag µ' ••ms _ Note: For exact driveway and parking stall configuration and dimensions, See Sheet A1.1 and Civil Drawings. e ca ls MI Kb h M8EP M E.Nrr ; TYP 1 1. 1 - GAYIT'(i NON -gH12I ,NOTaS _. PIT GH - ('Y1°• - 'rREAt T PE E. 12 TYP. _ RI 5 14 N6.1(7I4T4, uAR % ,AT EAG � � TA1 IQ Pi-AN ..._ GONG . IN I TO 8E LI �r4T 0)LPOS- p At R ATE • .. i. U i ,,..• • J � TT • 0 11.0+ 7 - 7A - 7.147 L GE►J TQA povrc. A I. L ('TAI X25 by/ 4- olk �10►4{E IZ•I S►E�c.5 4 EAR a 2.4' 0. - • PlAx o r H WA`5 ' GRt*Hp 12064 TYP 1.2 . . LIGHTING CIRCUIT #1 - SEE LEGEND I %l p IAM , oRKIAMEN47a , 11te0 4 E'TaS V PIpO. JAkO Paeir `t'Yf , Go NG, !AV • ,. , „ - .,s il , ; ! �l't '. j i A''F!lj k t4 ti r I I I I S 16[2 7 1 11E lm al MOM 777Co 76 2 77. • 77. Ili I ty- is. ii Fa .64,v4 4 111 fillffiliMn .11 millsopmeolimumm • snow m In U U °II b °11,02 E� gl•l�o 1611M 10" n Alzk c'I (do Wig '. EJ 9t 513 6 11.34 - 511 ■nm = r �3 1 '.P • 4'-d SI 2°'y o -0 .Y t o 9 77. •,• f� b 775► 9TAI 'H 3 PlkIE.RS t: Ci EA • Tg. EA75 G IZ EA. TAr9 P ---- r l0 /2 f.A EA • L'7fL _ ^:for /./••••• • 13 1 6YGA.£ o a. htK 160 { • -- , - i. IGHTING CIRCUIT *2 - EE LEGEND Z %o _-tom 91.33 v iitg_r7„ /Z'EA t°1, T4 Qt°1, J35 88.57 .. .. __. 52 Avenue South 04k „ 7 (. O(o T5 77,77 135 7(0.27 fai S5. ` , ( o ' ' EA A05 Gd 12'' EA r d D,.4•4- '�`� SP ,5 4 a il Co IZI G.Rse c93/0 e4 'BADS 1 l LFF ,s.00 • 7& ,97 f, /e --'• '50,18 TO • •x'0.°13 7770 { 77,b 771a 71.42 77.5 JFF 78.001 4' O' 4 t 20 ' -a " .w• PED ESTRIAN GONG&ETe PAY'N(a i 3 7.70 Col- A1,16,-4 77.9(0 77,°10 T5 8q 57 STA l2 ►�.,,,`, A tkIsE.4 e,a /t A. `rizEAtr iZ LA , LOS ✓07.44 PEDESTRIAN CONCRETE PAVING SECTION, 1 1/2" = 1' -- 0" . , EtJ G .J ...... --- 1, 0 " 77, 8 I 77.62 t 7b.50 1R I� I �1 121 �� - ERS G ay" FA. "r 1A & Iz' KA- 74r.Cv7 T5 • 7,70 �,lpv ')^_,i (0 R I •125 e a� / EA `'x4.* 12 EA • --- --- ''S 91 60 SI .10 - - ., •R�y�a�4 e Co r." • TT M.42 . ef-Arkto Ca IZ EA• ,-- 4 1 - 4 7 5 of T1A2 IAN Co NGpke.T ; pAVI NCB 77 co7 �a lol ,T. ftHEKe o G JR4- 4 Go"$ ," l o ?c. is Nip hLM. co N eAZ.V PAY b.i a g6A0, OKF ,a, • �INKi� . NT, GOLD-'{ G✓r' G'S )14 N S ID N 1 r. t~t Ni E OCG J R 7-see- ; • - 75,17 Sy -.�.. -f� /1 .... .........4iLnoon■••••••••••••••••••■ LIGHTING CIRCUIT 03 - SEE LEGEND ....r�"iww..,.w•-ww�` T►+w..iw r w.+...r..rw'•�jii:. '°'.. �........ .+ ,....r•... r•..« « - •. +•• r.+..r..�,.- ....`...... ...•++r • •. -..... r .w w0..wwwM,•+••••• •...•••••• w....r.....i ....r.....«...•. »••...r...� •.. .... -.. « .... • " / p t P PIS f /-' MetCe r 4. DEC 1'1 midAto o 1563 • • t.,_ Pedestrian Paving, Steps and Lighting Plan and Details ot 4' k' Scale: 1/16"= 1/16"=l'-.-O" ti (206) 363 - 5806 (206) 36 -‘4Q8 FAX Newtor,A55oc.a 1 5COM Talley & Kolb, Inc. • Landscape Architecture 1101 East Pike Street Seattle, WA. 98122 BROOKS R. KOLB CERTIFICATE NO. 676 • .h .,. ••, r •,. : zone .......,..._ Description GPM Zone 1 Zone '' East North Perimeter 24.03 eri meter — 24.74 11 _11 .. _ r Zone 3 � _ feast -L0.62 - Zone 4 South Perimeter 1 7.0 Zone 5 Southwest Corner 23.75 Zone 6 _ : _ WestSidc-South . 22.38 -- Zone t ---_ -- - 1111.. est Side - Central —22.92 - - ------ - ----- _____ - -, _ Zone 8 West Side - North 20.35 Zone 9 11 11_..- - - Sunken Shaae Garden 6.59 Zone 10 l i Northwest Building . Corner - Zone 9.71 11 Northeast Bounding Corner Zone 12 Drip Zone at East Terrace . 6 COM Q a T H le TT (ia TQ e F Irrigation Zones Chart Legend and Abbreviations Q 1 1/2" Curb Stop Valve at Point of Connection 04 1" Double Check Assembly —�■ — 1 1 /2" Schedule 40 PVC Mainline from Point of Connection to Loop -- --•- - 1 1/4" Schedule 40 PVC Loop Mainline Class 200 PVC Lateral Lines, sized as indicated `: = Dripline System: Netafim TL DL 9 -12 Demote Control Valve: 1" Irritrol 100P1 Valve S Drip Zone Valve: 1" Rainbird XCZ 075 © Controller: Rainbird ESP LX15 (16 stations) Pop-Up Spray Heads: Toro 570Z- 12P -COM - do not use side inlet. Nozzles: Toro MPR Plus with Pressure - Compensating Discs; Radius as indicated = Quarter = One Thirds = Half = Two - thirds = Three - quarter = Full Pop -Up Strip Spray Heads: EST End Strip Spray: Toro 4- EST -PC SST Side Strip Spray: Toro 4- SST -PC $pray Heads on Fixed 12" height. 1/2" Schedule 80 PVC Riser: Toro 570 S Shrub Adapter Stream Bubblers: Toro SB Series v 90 = 90 degrees: SB- 90-PC2 ca 180 180 degrees: SB- 180 -PC2 Irrigation Pipe Sizing: PVC Lateral Line shall be sized such that water velocities do not exceed seven (7) feet per second. PVC main line shall be sized such that water velocities do not exceed five (5) feet per second. Note: For exact driveway and parking stall configuration and dimensions, See Sheet A1.1 and Civil Drawings. S 0 xgr 0 k • ti 4' 4 ••• ' 101 ;0 H 2a ►za 44 61 10 H IC H 10H IAA "7: ef. F 12F i2F O IDH )0 N SOH PVC. 10 Pi sir M .10 Ip G 1 0 H I 4 10• 11 * 4 Ec, \• . 1061 0 10 F • / IDH f ON ip IOH • ly,61 47:1160 O IC - 10 H 101 ., Ip H ID -r • ss O F MNIMO •4•110 1011 1061 1 le— ION 1077 1 �. PVC- grave. I fi .1111•. Cams I =IMP •meow 10 H Se qv 1111. ..._ .a m r 'u R e� f of j S$ 4.4S 1 • • 11 52 Avenue S�tith L L. l riztewro Ij 1P P1% Pell,`. h r t I1T -o F - .^. • Nom T° • 13.e. t w7V LL t M mac.: ry R eA^IPPP 1 -4Nme> r .• RECEIVED JUN 0 = 2005 TUKWILA PUIIILIC wows Irrigation plan 64: e r ice's: 1/16" 1' — po3--2f4(i ,s• az „, w �a . n NEWTON • A,OGlAT AGHITEGT', 12 215 OENWOR'ff AVE N ',EAT WA 98133 (204) 363 -5806 (206) 36 - 6 46 .5 ' - AN NertonA• or.M Talley & Kolb, Inc. Landscape Architecture 1101 East Pike Street Seattle, WA. 98122 STATE OF • WASHINGTON REGISTERED • LANDSCAPE AACHITE:. BROOKS R. KOLB CERTIFICATE NO. 67 . DATE S • $ • 05 . R�Y• 10.24 t v tScoK) co. I • c; • ' ` ►: r w��r..arrr tN".erfv'4w► R x rt" :w► r 'V 1 Zone Description GPM Zone 1 North Perimeter 24.03 Zone 2 east Perimeter — 24.74 20.62 Zone 3_Southeast • Zone 4 South Perimeter 17.0 .ones.' "Ion Southwest Corner 23.75 West Side -youth . 22.38 Zone 7 West Side - Central 22.92 Zone 8 West Side - North . 20.35 ~ Zone 9 Sunken Shade Garden 6.59 Zone 10 Northwest Building Corner 18.5 9.71 Zone 11 Northeast Building . ` Corner Drip Zone at East Terrace Zone 12 6 Legend and Abbreviations Q 1 1/2" Curb Stop Valve at Point of Connection ►/ 1" Double Check Assembly — 1 1/2" Schedule 40 PVC Mainline from Point of Connection to Loop - -6-- -1 1/4" Schedule 40 PVC Loop Mainline Class 200 PVC Lateral Lines, sized as indicated Dripline System: Netafim TL DL 9 -12 Remote Control Valve: 1" Irritrol 100P1 Valve Drip Zone Valve: 1" Rainbird XCZ 075 Controller: Rainbird ESP LX 16 (16 stations) Pop -Up Spray Heads Toro 5707- 12P -COM - do not use side inlet. Nozzles: Toro MPR Plus with Pressure - Compensating Discs; Radius as indicated Irrigation Zones Chart Q T H TT TQ F = Quarter .- One Thirds Half = Two- thirds = Three- quarter Full Pop -Up Strip Spray Heads: V EST End Strip Spray: Toro 4- EST -PC SST Side Strip Spray: Toro 4- SST -PC Spray Heads on Fixed 12" height, 112" Schedule 80 PVC Riser: Toro 570 S Shrub Adapter Stream Bubblers: Toro SB Series p 90 90 degrees: SB- 90-PC2 n 180 = 180 degrees: SB- 180 -PC2 Irrigation Pipe Sizing: PVC Lateral Line shall be sized such that water velocities do not exceed seven (7) feet per second. PVC main line shall be sized such that water velocities do not exceed five (5) feet per second. Mote: For exact driveway and parking stall configuration and dimensions, See Sheet A1.1 and Civil Drawings. C • 10H ION ••■• — ' ` r� !Tr st fi "rortgarait.PHYL4.1.0 .4- CU 4 55 4 • 10■ 10 N , o M O H • 10H 4-" e vc St.E -eve to H 10H ;, OVIV A ss u 1 aoQ 10 �1\ 1OH 10 T 100 1Z H 10 GI to 4 12 Q r .. - 1OF 12 F X17 F 2F 4 0 H I . o a look ZQ ar i2Q 1 10 F Po.o. ZF 10 H ttr 10 H '494 LO Q t2 F F f` p l _ Iii / b ' 52n0 Avenue South r . if .,.•.:,::.'a`�c., . trO ; 10F o N- • 1 0 K1 'OM Boa Ii H • �1 2 H r 0 10 H • ••� • 10H 12 6th F 12' ii ' 12 F 12 F 12. F TO 6t 15N • 10 H 10 H IZQ 104 - C)4 4 S.S! { at 4%. . a st 4 455 io F to F ----- — 4 ES • ti Ciiv Of TtAillA mitigoto DEC 10 2603 As *au r • irrigation Plan go' Scale: 1 /16" = 1' -- 0" • •01111 Y • t 206) 363 -5& (206) 36 -64Q5 ~Ax tier ;onA',-,oc.atc,) A T 1 Di GOM Talley & Kolb, Inc. Landscape Architecture 1101 East Pike Street • Seattle, WA. 98122 •••• ...w .fi•••••••■ r.. ••r.. - ..An ... ✓37 +.ir = • 'r * iYi1 •r.- .i11.• C /�I� " "nr;O�X. g��y{ .: ! 4' 4 I • W Z RRIGATION SLEEVE AT PAVING SCALE NTS 3_ MIN. 6 MAX. C SPRAY POP--UP SPRNICLFR J` — sc� rR"s ROOFING NAIL TO MARK SLEEVE PAVING COMPACTED BACKFILL TRACKING TAPE 6" ABOVE MAINUNE SCH. 40 SLEEVE SCH. 40 TEE LATERAL UNE FLUSH WITH FINISH GRADE QU CK COUPLER IN VALVE BOX W/ LOCKABLE UD FINISH GRADE DRAIN ROCK MIN. 3" DEEP SCH. 80 NIPPLE BRICK OR CONC. BLOCK, TYP. SCH. 40 STREET ELL SCH. 40 ELL SCH. 80 NIPPLE SCH. 40 STREET ELL SCH. 40 TEE OR ELL., TYP. SCH. 40 MAINLINE OR LATERAL LINE PAVEMENT OR CURB TOP OF SPRINKLER FLUSH WITH FINISH GRADE POP—UP SPRINKLER BARBED INSERT & THREADED ELL POLY SWING PIPE— MIN. 15" LENGTH MAX 30" LENGTH BARBED INSERT & THREADED ELL. 'i INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. GATE VALVES, UNIONS & SCH. 80 NIPPLES AND ELL. TO BE SAME SIZE AS BACKFLOW PREVENTER. BACKFLOW PREVENTER— BELOW GRADE SCH 80 NIPPLES & FITTINGS TO BE SAME SIZE AS MANUAL DRAIN VALVE. MANUAL DRAIN VALVE SCALE NTS DO NOT REST VAULT BOX ON PIPE, TYP. VAULT WITH LOCKABLE UD ISOLATION VALVE BACKFLOW PREVENTER DOUBLE CHECK VALVE FINISH GRADE UNION EACH SIDE, TYP. MALE ADAPTER/ REDUCER SCH. 80 ELL AND NIPPLE, TYP. SCH. 40 MAINUNE BRICK OR CONC. BLOCK DRAIN ROCK 4" DEEP VALVE BOX WITH LOCKABLE LID FINISH GRADE 4" PVC SLEEVE MANUAL DRAIN VALVE SCH. 80 NIPPLES DRAIN ROCK— 3 CU. FT. MIN. WRAP IN FILTER FABRIC • INSTALL CONTROLLER PER MANUFACTURER'S INSTRUCTIONS. SWEEP ELL. ON ALL ELECTRICAL CONDUIT CONTROLLER IN PLASTIC CABINET MOUNTING BRACKET MOUNTING STUDS SET IN CONC. PER MANUFACTURER'S INSTRUCTIONS SCH. 40 CONDUCT FOR COMMON & CONTROL WIRE TO EXTEND 5' BEYOND CONC. BASE. SCH. 40 CONDUIT FOR 120 VOLT SERVICE — STUB BY ELECTRICAL CONTRACTOR. ALL WIRING TO BE INSTALLED AS PER LOCAL ELECTRICAL CODE. H S S M E T AS SIZE TH OF ISOLATION VALVE SAME SIZE AS REMOTE CONTROL VALVE. Z z REMOTE CONTROL VALVE SCALE NTS THRUST BLOCKS 1 SCALE M3 FLUSH WITH FINISH GRADE VALVE BOX WITH LOCKABLE LID REMOTE CONTROL VALVE WITH 18" COIL OF WIRE & MALE REDUCER FINISH GRADE ISOLATION VALVE WITH MALE REDUCER SCH. 80 NIPPLE SCH. 40 ELL. DRAIN ROCK MIN. 3" DEEP SCH. 80 NIPPLE BRICK OR CONC. BLOCK SCH. 40 ELL SCH. 40 TEE OR ELL, TYP. SCH. 40 MAINUNE FINISH GRADE COMPACTED BACKFILL TRACKING TAPE 6" ABOVE PIPE LATERAL UNE MAINUNE ATTACH IRRIGATION WIRE TO MAINLINE AT INTERVALS OF 25' -0" COI Of VW DEC t Q As With DIRECTION OF FLOW, TYP. POURED IN PLACE CONCRETE, TYP. 3" OR GREATER THAN MAINLINE, TYP. UNDISTURBED SOIL, TYP. Irrigation Details `1 tL NEWTON ASOGIATES A1TET' r22,3 DEN %1Okt: AVE N `,E AT TL.E, Mt 4803 (206) 363 -5806 (206) 364 -6498 FAX New tonAse,oc'ute•AAT TEN WM TaUey & Kolb, Inc. Landscape Architecture 1101 East Pike Street Seattle, WA. 98'.22 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT BROOKS R. KOLB CERTIFICATE NO. 676 DATE . j ' E3) 0 3 .04VE U G1 1 � �..�. -err �. H.• ',« 1 f.1... �(�', �. 4. ,,. . .iY t 2; • Plant Schedule Additional Landscape Provided Tree Quantity Sotanicat Name Symbol Shrub Symbol 0 D 4 f Total: 0 Total: Ground - cover Symbol 4 Acer circinatum 2 Cercidiphyllum japonicum _ 1 Magnolia soulangiana 3 T Pinus contorta contorta Quantity TBotanical Name Camellia sasanqua 4 ' Setsugekka' 11 Cistus x hybridus 4 Cotoneaster lacteus r _ 1 11 Deutzia gracilis 'Nikko' 17 t Euon mus alatus ' Compacta' x20 Euonymus fortunei 'Emerald Caiety' 10 Nandinadomestica Parthenocissus tricuspidata 'Lowii' 6 Phormium tenax 'Monrovia Red' 13 i Phvllostachys aurea 7 Pittosporum tobira 'Variegata' 12 Polystichum munitum 74 ' Prunus laurocerasus 'Otto l.uy ken' 11 ' Rhododendron yakushimanum 'Ken Janeck' , Taxus cuspidal' 'Densiformis' ` 203 Quantity — dot n cal Name` Rubus calvcinoides / - y' d• . • PAK- • NOTE: SEE STANDARD PLANTING DETAIL FOR ALL OTHER INFORM:, 1 ION TREE AND SHRUB PLANTING ON SLOPES (NOT TO SCALE STAKING WHERE,EEQUIF3ED 2 LODGEPOLE PINE STAKES. 3' DIAM X 8' -0' LONG REMOVE NURSERY STAKES BEFORE PLACING DRIVE INTO FIRM GROUND (PROVIDE STAKES AT BROADLEAF EVERGREEN. CONIFEFI AND BARE ROOT TREES ONLY ) NOTE. SHRUB PLANTING SIMILAR - OMIT STAKES AND TIES ALLOW 4' TRU'*' MOVEMENT IN EACH DIRECTION !NTERLOCKING PLASTIC TREE TIES TIE INTO A FIGURE 8 ANC NAIL TO POLE 2' MULCH SET TOP OF ROOTBALL 1' TO 2' ABOVE FINISH GRADE. FINISH GRADE EXCAVATE PLANTING PIT TO DEPTH OF ROOTBALL. SCARIFY BOTTOM AND S DES OF HOLE - - AMENDED SOIL BACKFN.L FERTILIZER PLANT TABS PITCH TO DRAIN VARIES - EOUAL TO ROOT BALL DIAMETER '1IN•�I ` �N.1 __. UNDISTURBED 9L GRADE STANDARD TREE AND SHRUB PLANTING NOT TO SCALE) BALLED AND 9URLAPPED TREES: FOLD BURLAP FLAT OR REMOVE. REMOVE METAL METAL FASTENS'S. PROVIDE 24 -HOUR DRAINAGE TEST ON ALL PLANTING PITS. F PIT DOES NOT DRAIN WHIN 24 HOURS. NOTIFY THE LANDSCAPE - ARCHITECT. A r Common Name -t Vine Maple 5'-6' ht. katsura T ree 2" cal. Saucer Magnolia 2" cal. Shore Pine _ 6' -13' ht. .Commori Heavenly Bamboo I.owii Boston Ivy Monrovia Red New Zealand Flax Golden Bamboo Variegated Tobira Western Sworn Fern Otto Luyken Laurel Ken Janeck Rhododendron Dwarf Japanese Yew +Common Name 2•I 0" wr..••••• ..A►.-. • . r.. a... , ,, ..w,a,W..fN.,,.. • r - SLOPE Note: For exact driveway and parking stall configuration and dimensions, See Sheet A1.1 and Civil Drawings. 3 1 100 -- -� _ AMENDED SOIL BACKFILL Size Size Setsugekka Sasanqua 5 gallon Camellia (24" ht.) Hybrid Rockrose 2 g. / 15" ht. Parney Cotoneaster r 5g./24" ht. Dwarf Slender Deutzia 1 g./ 10" ht. Dwarf Burning Bush ]R" ht. Emerald Gaiety Euonymus 1 gallon/ 10" ht. 12" ht. 18" ht. Size Ornamental Bramble _______ rots .--1-- 2" MULCH -----4 ---• FINISHED GRADE d r tin Center Spacing 22' N.A. a A. On Center Spacing 8' • 3' 8 2 ' g./24" ht. 4' 5 gallon/ 36" ht. 2 gallon/ 4' 15" ht. 4' -6' ht. 3' 2 gallon/ 6' 15" ht. 1g. /10" ht. 4' 2 gallon/ 15" ht. 2 gallonr 5' 15 , 3.5' On Center Spacing 18" 0.C. __._.. F LINE F _ + required Trees 4 Shrubs — 18 - -� RU e, ALYGI ►vO'�I✓� 1�Afr§g EU G ORNAM Vs TA V Dke POTS s I HAZA 12Po U 5 1 ?I& 1:F1- is 5 A 'Ou'ZIEfr s .PC T•) ti Is ' GI�TLI € le' -T• Hie 5E (E-u oNi Y M L* 3 ALAI 'GOMPAGTA' I N T DVaARF bL 4 2 e' INIpmempowl RUN* G I.YIND!n Ot2NAMEN''AL. ;�..._.._.., G gGI21P1-4` ciAPON IGuM IrA is. A 'TR Provid 4 18 Required Type I - Perimeter Landscape Tree (Quantity T hotanical Name ,C'ommon Name Symbol Total: Ground- . cover Symbol Shrub I Symbol 0 0 1 1 0 O t Total: RUbl)S GAI,YGINOIIDES 14 '1G j ORtyAM E NTP�I. P�AMf31,E Trees ,Shrubs • — 29 r � 123 +Aces circinatum _ ? Carpinus betulus'`astigiata' `" 4 f Cercidiphyllum laponicum 6 )raxinus o\ycarpa 'Raywood' ; l'inus contorta contorta Quantity Bot n cal Name Rubus calycinoides r 4' Po - )(1 1 r. A(.612 rtiA aPHYLI.1.N'j/ `i' E F to 1 I.4 To 7: !2g.TA 10 --T' N1r-, W/ GPM 4E.E AR +vS'r'S gt'l0►QT,) . 1 I I .0 M Yrii , ALA1 ,IS Go AL'TA I$" HT pwARF BUIQNINCy i p-1 Ac0sz. i�l4YU.t4 G IFRA$cI u J X' e. D C.A Q' IQA` A I1"`I'woo D �y-► - �., 10 F14)NU ' LAuI :.4c * D'r''' O (42YKE$' aTTo wYK.EN ,,AL r LINE E 4- Vine Maple oo Fastigiate lronwcf F Katsura 1 ree _Ray wood Ash t+hore Pine Common Name Provided 6 +2Exist = • l yakushimanum 'Ken Janeck' 8 Taxus cuspidata . warT Japanese Yew CDensiformis' 29 Viburnum davidii I)avidii Viburnum Ornamental Bramble fi . 659 ftif ►. Rub:As GA,'c INo!OCS 4'' roTs` O R IiAI' IZ 140I,o2I O 2 I LO 12 " SIT. ao5AN ' P{ZAY • r: Size — 2 " caliper 2" caliper 2" caliper 2" caliper 6' -8' ht. Quantity T Ootanical Name `- - Common Name - Size' 8 C'istu ;► hybridus - l lybrid Rockrose 1S" ht. 20 ! Euonymus alatus 'Compacta' Dwarf Burning Bush — 18" ht. Holodiscus discolor Ocean Spray 18" ht. Myrica californica Pacific Wax Myrtle 18" ht. Rhododendron A* ken Janeck Rhododendron 18" ht. • ...•1..:•1.11..: 18" ht. 1F Size 4" Pots ._. On Center 15' Spacing 18' 22' 24' j8' On Center -4 pacing 8' 5 5 5 5' 3.5' On Center Spacing 18" OC , 4" POTS OkNIAME.NTAL FRAM13Ler -10"0.0 LLINE A • Required ' Provided J Trees 4 2 +2 Exist. = 4 LIShrubs _ ._...._._._. 17 , 17 - ....__...J • 121)6 �►ea GA ;.YGI N Ol i 239.61' Summary of Required Planting and Notes 1• 7 0 I •YM 04, A 1.e■ . GOM ,. T, PVtAI C' ',5V1ZNN ; kJ C.; J drkeE pe.cirec T Io i f wE.NG N4C. __...__ 52 Avenue South 4" Fter s OS. A 1N MgLE ;76, 0c, Length of Site Perimeter: Area of Perimeter Landscape Required: ▪ Perimeter Landscape Type Required: • Trees Required' • Trees Provided: 25 + 4 Existing = • Shrubs Required: 123 • Shrubs Provided: 123 • Ground Covers are provided to achieve minimum 90% site coverage within 3 years. • An Automatic Spray Irrigation System will be provided throughout all planted areas indicated on this plan. ( • Tree Protection Fencing per City Standard E El Ll Q Q El • rT n n l 13 PH`f1,1.0TPC. 1' ' Av►2A' 4 -(v' &OWEN P'fNMf100 HT, (1200T Doti TROT, e›Agik JEW Bicycle Parking — See Dtl. 1/L-5 DWARF e5LAKI' * 1.1)51 1 t e 1.4A 5 KA t� P L l 0.R. e � I °Aµ K " YAK`SI uM Sunken Shade - ,, HT KF1 JANE 01 0 Pahl AIRON r Garden Detail Plan — ,i , See Dtl. 2/L -5 _ ,: t o dk -, - , wr...„‘ 'Tin ' � �QI - 1�►� ,tt--1.6k- 0 1° 4- . 44., 1014114% -•1_,- '...--nes. •;,_ _ IP _00 East Courtyard Detail Plan — See Dtl. 3/L-5 , Trt EE , - 11 1 JECJ TZ IA &I AC-II.15 "N' KMCO & N IKKO NPEA D eArr . IA GAM LI-IA �aAI 6t0A ' PAL.1e-R - � 'rSUI, c KA A f titstuA - --w- , L GAM EL IA - F. PA I. , E12 0- I PA2THENGGt 6 - ?ICu5P1 DATA 2(, rI(i>RID K Nose- Vfal.112 M DAVVII DAYl t I I 61AN1 M L INE B Required ' Provided t ~ Toes 2 Shrubs i 2 _._._ ._.I. a -. _.... _. _ . . Remove g)C1 T HAZARPOI* MAL-U', SPP . (APPLE OR G pPl-e) - 13 2E04 G To pe. R TAI 846.01 LF 9600 SF Type 1 29 29 12UP�Ji 6ALrGII�iO� POT ORSAV E•Si P7rlM BI.E- ' N1`fRIGA CAN ►-IFoJ NIGA _ fr,' p ,4IFIO wAx N" AG E R G 112Gi NAw" M MAI°VM • PHo1 MON40Y?A 'el'c..0t M014$ VLA. 1,^47( x ,- 24 "rA sA0 Gu I I7A'A ' D E -si5` FOQ NI f S' I$ 1-1r, DvAI� . JA°AN4 E YES 1, PK LIN LA4,42406-e vJ 'Di WYKE.N r C& CTTO L UYKE.•+ LALAass i, SXIcaT. 4.2 ' G -D!Z1* IVOPAgA ,:uNan it aokeES . S) 'oc. • Planting Notes • For Required Tree Protection Fencing, See Detail 5, Sheet C 1.1. • Perform and obtain approval on all Soil Preparation and Fine Grading Operations prior to planting -- See Specifications • Perform 24 -hour drainage test on all tree pits prior to planting - see Specifications If pits do not fully drain within 24 hours, contact the Landscape Architect • Size tree and shrub planting pits as required - see Planting Details on this Sheet and Specifications. • All plant matenals delivered on site to be accepted by the Landscape Architect prior to planting • Set out plants in locations shown on the Drawing and obtain acceptance by the Landscape Architect prior to planting • See Specifications for special instructions regarding balled and burlapped (B & B) and /or bare root material. Set top of root ball 2 inches above surrounding grade at flat areas and 4 inches above surrounding grade at sloped areas - see Planting Details on this Sheet. Mulch all planting areas with 2 inches of mulch • LINE C Trees i Shrubs 120.73' - P L s Required • ^ .�.r�. .�ir'i.r:�:.. ' •. •"!r'F�••.a. —•1•1•1•1. HT c_- ' � MORE PINE. I NOLOD1 716401.02 4 I HT• 4GE"KI S PRAY -..;.1166161:.;12.(1 P TO 1'A C.ONTOaTA - -R E 1°040TS.GTiOI■ F—E I rrt'y 1 GAL.. •29 8' � r .I RUP>LJS GAA,YG Ik10117 PiN UoH U5 I,A TUs Go 9A /r* DWAI.F buKN INCA 131)9H t v IiU K ,A11KOGEFW=ue- Dr -o LUYKEKi' OTTO LUYKE N LAL R L CM Of YUMA ?PROVO DEC 102853 AS HOU GARPI NUS 0E'WLUcs' ATA' FAev'T MATE IRo1•1V•400. RuSU� GAI•YG 1 ∎•101 DES 012 NAM E►�ITA L TAM 8 L � o,-- LINE D _ Required Trees 7 LShrubs I 29 • • • ;• ransfornier (7' x 7' x 5' ht.) — See Elevation -IT ' coo' PCEQ. 11AGig0 `l ,.:aN! r==4 TO P3E 12��,A NI�D 4-g—• E) {5T tv-eiz I''1A c o P'-' Y v t tJM .037: : D s� pT,4.ND , *NEE PROT"ScT ! O N P c Ni& , r ' r'� LG. i3O N`1 M V A ✓ Aw '.J ✓ ' co M p/2v,TA,t ie }� T. TWA PuIt 4 NC9 X9 4 — ��_�.* GA„vGI dRt`IAM ��AM�� ,4'' Opp - Landscape Planting Plan Scale: 1/16"= 1' - 0" or t� { North ' Provided 7 29 az 0 tH ca tivER 7 L-4 NEWTON Ac)SOGIATE5 ARGHITEGT5 (206) 364-4,4 FAX Talley Sr Kolb, Inc. Landscape Architecture 1101 East Pike Street Seattle, WA. 98122 Tel. (206) 324-0858 d STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITEcT BROOKS R. OL0 CERTIFICATE NO. 676 ;,7 r 0 Plan 1/8" =1 -0" Section 1/4' = 1-0" 4" FridaRNAmENTAt, BBL - le; ' I G 'M .4A �i45� 440tuA 'crG -'T ie.a104A' � /\CvAt uA GAMS, IA 5 PAI?TII ocI uy'ff�Jcus Df'�TA LOW I I evroN tW 16 AVNIYMU v FeATUN I ''12 ALp GPI 0TY' ICS PM151RALV c'AI e7Y EUONYM U , OAANiPLIA t &e%u &S144A' 3 East Courtyard ASR U►zG�NATUM f. VINE NIAQL•E P13 GAieYCI HADES r SA le4 Ua CAM 0.44.1A PA U f Z I I 112P-usrzIA emi.escA LIB N I I< o' 1• N I KJ o - NPEtt POu vi t-ta MAPLE 13 So N Ivy 'IZIGI< k1, t. SASANguA CAMELLIA O'To4t IY`( .. EMaRA►.P coAIVY Euo, • IAufzO1. 1 6�I DI!' H�(U,UM 4 A NICuM KAT6URA 12oERP6 * 'oTTO L-J, f CEN' • ' 1 an 1/8" = 1 ';0" Section pia Sunken Shade Garden IMMO ■ NANDIHA DOMESTIGA t 1M X00 cAI.` cs No!pas po'f oIIt gsTAL- ESA /AN- - IV' i PM. ' Z-1 SP pa.g. U J • • • • and o ts,‘"*: , VIN . ts4A1" LE. • oii4 NTAL PRAM La ovv4t Tor OF WA. o 9r0NE• PA IA N EA! aw LY i>tosmavo Werer Q N ' 1c Rp y 12. I MUNITUM Zb 1 "4ETERN <� NofzD FERN 3 Act ulaunIgTuM • -( NEMAfL G I' TL» I-f YSI us I'I fa'RI Ker - 14 gt, Manufactured by: Creative Pipe, Inc., (800) 644 -8467 Available from: SiteLines Park and Playground Products 626 128 St. SW, Suite 104A . Everett, WA. 98204 (800) 235 -2440 Maximum Number of Bicycles: 5 Dimensions: 38" Length x 36" height "Thunderbolt" Model TB 5 'I Bicycle Rack w -. Plans and Details • T •• r.. • .. Of 5 I DATE ' 8.e, • L -5 S NEWTON ASSOCIATES ARCHITECTS 1220 DENSMOCE AVE f" `,EATTL F., WA '8133 . (204) 363 -5806 (204) 364 -6498 FAX Neu tonA5. x te,GtATT Talley & Kolb, Inc. I•a Architecture 1101 East Pike Sheet Seattle, WA. 98122 Tel. (206) 324 -0858 Fax (206) 324 -8936 STATE OF . WASHINGTON ' REGISTERED LANDSCAPE ARCHITECT BROOKS R. KOLB • ... VINYL BASE SCALE. 1/4" = 1 WINDOW PLASTER ---- FACING NORTH LA TER- LI&HT FIXTURES STONE PAGING PANELS FACING NORTH FACING SOUTH LOBBY ELEVATIONS SCALE: 1/4" = 1' -0" WA - ER COOLER HAL FACING SOUTH STONE FACING PANELS PLASTER WINDOW PLASTER I SCALE: 1/4" = T PLASTER WINDOW ST'Osi hiv✓ WOOD TRIM WIN DOW WOOD SILL- OPENING TO HALLWAY i BRICK VENE SECURITY GATE AND RECESS STONE TRI SCALE: 1/4" ! T •O FACING WEST PLA ' WINDOW STONE FACING PANELS STONE TRIM HALLWAY ELEVATION LOBBY ELEVATIONS RECEPTION !WINDOW STONE AND WOOD TRIM - STONE FACING PANEL FACING EAST STONE TRIM 2 -10 FASTER ■ ER �K SCLGER :SSE FACING WEST WINDOW MEETING HALL ELEVATION WIN Utf*HT PixTUR C CAST STONE RELIEF SCULPTURE BRICK RELIEF SCULPTURE fi 1O' -0., 2 _1C„ \_ / / / / / BRISK SOLDIER COURSE 0 0 00 1\11$414 t� Ot Ate FIxTURE • T PLASTER STONE PAGING PANELS t` STONE AN WOOD TR ;t NEWTON ASSOCIATES ARCHITECTS 2213 DENSMORE AVE N. SEATTLE, WA 08133 206) 363 -5806 206) 36 -6408 c'A.x 'dervtonAssocioteseumost net "ATE: PERMIT SET 3/8/03 AUG 1 * EWAT 01114 A4.3 N i 0 iA 23' -4" (1 -4" 56' -0" VENTED RIDGE . -0 " _4N „o„. ..4) _ROOF PLAN ROOT= PECK NOTE SLOPE MORTAR BED AND PAVERS TO DRAINS SCALE. Vp' � �-O' SCALE: 1/6" s t -0" 132 20' -0" 25' -0" I essam 14' -0" 56-0" 25 -0 I 04 —C '4 r O tV or "" D 1 t 2003 �,c �itU 4 ROOFING NOTES: ROOFING SHALL BE "KLIP -RS CONCEALED FASTENER STANDING SEAM META ROOF PANEL-5 BY AEP SPAN PROVIDE VENTED RIDGE AND NIP WHERE SHOWN ON PLAN VENTED RIDGE /HIP CONDITIONS PROVIDE 1(0.4 SQ !N PER LINEAL FOOT OF RIDGE /HIP 5OFFr PANELS SHALL BE "PRESTIGE SERIES' PERFORATED. CONCEALED FASTENER '°'1ETAL PANELS BY A EP SPAN. NET f"R�E VENTING AREA: 11.23 50 IN PER : -NEAL FOOT OF EA\,/E AS SHOWN ATTIC VENTILATION LEASE SPACE: AREA: 56'x 40 = 22 SO FT MIN TOTAL VENT AREA, 2240 / 300 = 74 - 1 SQ FT OR 1,0 SQ IN MN VENT AREA REQUIRED AT EA\/E5: 536 50 IN MIN VENT AREA REQUIRE G AT RIDGE 538 50 N EAVE VENT PROVIDED: 156' x 11.23 50 N PER ' T = 1,752 SO rN HIP VENT PROVIDED: 36 x 16.4 SON PER FT = 5QO SO IN ADMINISTRATION WING: 'x 1 29 «21285Q °T MIN TOTAL VENT AREA 2125 / 300 = a 011 SO FT OR 1,3041 SQ IN MIN VENT AREA REQUIRED AT EAVES: 655 50 IN MIN VENT AREA REQUIRED AT RIDGE 655 SO IN SAVE VENT PROVIDED: 130' x 11.23 SO IN PER = 1.460 SO IN HIP VENT P ROVIDED*. 40 x 16.4 SO IN PER FT a 656 SO IN LOBBY: (SHADED AREA ON PLAN) AREA: 50'x 12'= =T MN TOTAL VENT AREA 600 1 150 : 4 5Q FT OR 51b SO N SAVE VENT PROVIDED: 60' x 1123 SQ IN PER FT = 614 SO IN LOW ROOF: Ki �A k56 s 3733') x 12' = 1120 50 wi 1N TOTAL VENT AREA 1120 I 150 s 7.46 SQ FT OR 1015 SO N EAVE VENT PROVIDED: (5b • 4°133) x 1123 50 M PER 41T s 1183 SO IN �.. w: ,.� • 4. NEWTON ASSOCIATES ARCHITECTS 1221;3 SEATTLE, 206) 206) VewtortAssor DENSMORE AvE N wA 0 '8133 363 -5806 3b4 -64118 FA X is tcsoc,orncostr et N i 0 iA 23' -4" (1 -4" 56' -0" VENTED RIDGE . -0 " _4N „o„. ..4) _ROOF PLAN ROOT= PECK NOTE SLOPE MORTAR BED AND PAVERS TO DRAINS SCALE. Vp' � �-O' SCALE: 1/6" s t -0" 132 20' -0" 25' -0" I essam 14' -0" 56-0" 25 -0 I 04 —C '4 r O tV or "" D 1 t 2003 �,c �itU 4 ROOFING NOTES: ROOFING SHALL BE "KLIP -RS CONCEALED FASTENER STANDING SEAM META ROOF PANEL-5 BY AEP SPAN PROVIDE VENTED RIDGE AND NIP WHERE SHOWN ON PLAN VENTED RIDGE /HIP CONDITIONS PROVIDE 1(0.4 SQ !N PER LINEAL FOOT OF RIDGE /HIP 5OFFr PANELS SHALL BE "PRESTIGE SERIES' PERFORATED. CONCEALED FASTENER '°'1ETAL PANELS BY A EP SPAN. NET f"R�E VENTING AREA: 11.23 50 IN PER : -NEAL FOOT OF EA\,/E AS SHOWN ATTIC VENTILATION LEASE SPACE: AREA: 56'x 40 = 22 SO FT MIN TOTAL VENT AREA, 2240 / 300 = 74 - 1 SQ FT OR 1,0 SQ IN MN VENT AREA REQUIRED AT EA\/E5: 536 50 IN MIN VENT AREA REQUIRE G AT RIDGE 538 50 N EAVE VENT PROVIDED: 156' x 11.23 50 N PER ' T = 1,752 SO rN HIP VENT PROVIDED: 36 x 16.4 SON PER FT = 5QO SO IN ADMINISTRATION WING: 'x 1 29 «21285Q °T MIN TOTAL VENT AREA 2125 / 300 = a 011 SO FT OR 1,3041 SQ IN MIN VENT AREA REQUIRED AT EAVES: 655 50 IN MIN VENT AREA REQUIRED AT RIDGE 655 SO IN SAVE VENT PROVIDED: 130' x 11.23 SO IN PER = 1.460 SO IN HIP VENT P ROVIDED*. 40 x 16.4 SO IN PER FT a 656 SO IN LOBBY: (SHADED AREA ON PLAN) AREA: 50'x 12'= =T MN TOTAL VENT AREA 600 1 150 : 4 5Q FT OR 51b SO N SAVE VENT PROVIDED: 60' x 1123 SQ IN PER FT = 614 SO IN LOW ROOF: Ki �A k56 s 3733') x 12' = 1120 50 wi 1N TOTAL VENT AREA 1120 I 150 s 7.46 SQ FT OR 1015 SO N EAVE VENT PROVIDED: (5b • 4°133) x 1123 50 M PER 41T s 1183 SO IN �.. w: ,.� • 4. PROVIDE *14 X I" TYPE A MILLED PONT FASTEN AT RIDGE AND HIP CONDITIONS PER CHART BEL NO OF FASTENERS PER PANEL MAX LENGTH OF PANEL 1 2 1/' 3 25' 4 I 34' NEY1TON ASSOCIATES ARCHITE 12213 SEAT 206) 206; NewtonA DENSMORE .AVE. - LE, NIA Q8133 363-5 364 -6415 rA x ip N. t.ret PROVIDE *14 X I" TYPE A MILLED PONT FASTEN AT RIDGE AND HIP CONDITIONS PER CHART BEL NO OF FASTENERS PER PANEL MAX LENGTH OF PANEL 1 2 1/' 3 25' 4 I 34' LLD TURN UP PAAI rASTENERS • 24" Qr NTO RIB ROOF PANE FA5TENER W/ EPDM WASHER AND COLOR- MATCHED HEAD OG WOOD BLOCKING FOR FLASHING SUPPORT- RAKE FLASHING LAP b" MN W/ 2 ROWS SEALANT' 22 &A CONT. CLEAT FASTEN 12" OC PANCAKE HEAD SCR Yr BRICK VENEER IOW A l e 3 " MINA, UNDERLAYMENT SHEATHING VENTED RIDGE /HIP DETAIL SCALE. 3" = 1' -0" RAKE FLASHING 0 ROOF DECK DETAIL SCALE: 3" = 1' -0" ENDWALL • WINDOW DETAIL *GA`M : 5" = T-O.. d 1/2" X 1/8" BUTYL TAPE APPLIED TO WEATHER SIDE OF FASTENER ROOF PANEL It ■1 ISM unn eve IAN Wi llilir gm t; �/ -- WINDOW DRAG LOAD RESISTANCE UNDER AYEMENT, RUN DOWN OVER EDGE OF SHEATH AND NAILER SHEATHING, EXTEND OVER BRICK VENEER 2X4 NAILER, SECURE TO BRICK SEE DETAIL s8 FOR ADDITIONAL NOTES RIDGE FLASHING, LAP 6" MN IN/ 2 ROWS OF SEALANT POL'Y'ETHYLENE CLOSURE SET IN SEALANT TOP AND BOTTOM, T YP WINDOW PLASHING PER TYPICAL DETAILS ON SHEET A5.2 SILL FLASHING, EXTEND DOWN OVER CLEAT UNDER COUNTER FLASHING GAST STONE SILL 24 GA COUNTER FLASHING FINISHED TO MATCH PANELS SET N BRICK JOINT OVER SILL FLASHING 26 GA PERFORATED ANGLE FASTENERS W/ EPDM WASHER AND COLOR- MATCHED HEAP FASTEN 8'' OC INTO RIB NOTE: PROVIr'E CUSTOM CONNECTION BETWEEN VENTED HIP AND RIDGE SEE ROOF PLAN FOR LOCATIONS F ASTENERS TO RESIST DRAG LOAD SEE CHART FOR QUANTITY RAKE FLASHING LAP b" MIN W/ 2 ROWS SEALA RS IW 22 GA CONT. CLEAT FASTEN TO BLOCKING 12" OC W/ PANCAKE HE • D SCREW WOOD BLOCKING FOR FLASHING SUPPORT SECURE TO CAST STONE CAST STONE LINTEL BRICK VENE AIR SPAG INSULATION CMU WALL HIP FLASHING SHEATHIN DETAIL SCALE- 3" = 1' -0" RAKE FLASHING DETAIL SCALE: 3" - T -O" ENDWALL PLASHING DETAIL SCALE. 9° = T-O" UN HIP FLASHING, LAP 6." W/ 2 ROWS SEALANT FIELD TURN UP PAN FASTENER W/ EPDM WASHER AND COLOR- MATCHED HEAD • 12" OC 1/2" X 1/8" BUTYL TAPE APPLIED TO WEATHER SIDE OF FASTENER ROOF PANEL SHEATHING FIELD NOTCH AND TURN DOWN PAN ROOF PANEL UNDERLAYEMENT, RUN OVER TOP OF CAST STONE 1! u+n MIN Nu MIN nN na IMO MEI IN. ISM LIM HIM NMI HMI MEI IMMO ISM real 24 GA COUNTER FLASHING FINISHED TO MATCH PANELS SET IN BRICK JOINT 22 GA GALV CONT CLEAT FASTEN ® 12" OC OVER SEALANT ENDWALL FLASHING LAP b" MIN W/ 2 ROWS SEALANT FIELD TURN UP PANS 0 FIELD NOTCH AND TURN DOWN FLASHING ROOF PANEL T CM!) WALL FASTENER W./ EPDM WASHER a COLOR MATCHED HEAD, FASTEN b" OG INTO RIB AND THROUGH CLOSURE. PROVIDE 1/7' X 1/8" BUTYL TAPE ON TOP OF RIB AT FASTENER LOCATION 2 x 4 HANGER NAILED' TO EA TRUSS TOP CHORD EXTENSION 2 X 4 CONT SOFFIT SUPPORT NAILED TO HANGERS CAST STONE LINTEL BEE WALL SECTIONS ON A3.31 FOR TOP OF LINTEL ELEVATIONS UNDER;.AYMENT SHEATHING POLYETHYLENE CLOSURE SET IN SEALANT TOP AND BOTTOM FASTENERS TO RESIST DRAG SEE CHART FOR QUANTITY 12 6 2 x BLOCK N& 2xPLATE- GMU WALL x PLATE x BLOCKING "rYPIGAL SAVE AND GUTTER V 4 y" DETAIL 4 y" SCALE: 3" = f -O" SEALANT AND BACKER ROD 1' -O" SAVE AND GUTTER ® LOW ROOF DETAIL SCALE, 3 - T -O" I t 4 )1" EAVE • &ABLE ENTRIES DETAIL SCALE: 9` = t -a " SLOPE DETERMINED PER DETAIL el/A5 2 on a voila preamo DEC 10 2.21 os with NOTE= SEE DETAIL *1 FOR ADDITIONAL NOTES �� bABLE LINTEL SOFFIT PANEL TO Cm GAST STONE LINTEL SEE MALL 5EG?1OW5 K I M/A33.4 FOR 4 1EI19HT NOTE SEE DETAIL *1 FOR ADDITIONAL NOT!'S .. -w:.. 4 yli► • . FASCIA W/ DR!a - ATTACH TO ROOF SHEATHING ROOF BHEATHNS ROOPIN6 PANEL CLIP UNDERLAYMENT EXTEND DOWN OVER WD F ASGIA BD POLYETHYLENE CLOSURE SET N SEALANT TOP (OPTIONAL) AND BOTTOM TURN DOWN PANEL AT END 1 1/7 MN OVERHANG 6U T TER STRAA • 24" DG GUTTER HOOK GUTTER FASCIA :P O ATTACH W/ TO OR ►^4OD FASCIA BOARD ATTACH TO WOO VENTED SOFFIT PANEL D NAILER GABLE RAKE FLASHING BEYOND BEYOND - ATTACH f'LYW�OD SHETHINe RIGID INSULATION ABOVE AND BELOW FLASHING CMU MALL 0 8" MAX CURB ® 5I13E5 OF PENETRATION DETAIL SCALE: 3" a T•o 5117EWALL FLASHING ® ROOF DECK DETAIL SCALE 3" = 1' -0" 8 I 'MAX ---- COUNTER FLA5HNG SET IN c; ,MU ,JOINT SHT MTV FLASHING BAFFLED, GROUT -FREE HEAD JOINT EVER' 3RD JOIN" SOLDIER COURSE SLOPE MORTAR OVER TOP LIQUID APPLIED BONDABLE NiATERPROOF MEMBRANE EXTEND UP 15T BRICK AND UNDERSIDE OF SC. STONE PAVERS SET IN MORTAR BED SLOPE TO DRAIN ,NOTE. SEE DETAIL 15/A5 POR ADDITIONAL NOTES CURB FRAMINCs - COORDINATE W/ MECHANICAL CURB - COORDINATE W/ MECHANICAL ADHEASVE•BACKED MEMBRANE APPLIED DIRECTLY TO SHEATHING ExTEND 3' EA SIDE OF CURB. INSTALL UNDERLAYMENT OVER MEMBRANE ANp EXTEND BOTH b" IJP CURB CURS FLASHING LAF' SELF DRILLER • 12" OC MAX BUTYL TAPE SEALANT ANGLE BRACKET WELD TO SLAB ANGLE PER STRU ANGLE SET IN GONG PER STRJCT GMU WALL 1/2' x 3" GUARDRAIL POST BOLT TO ANGLE BRACK 1/2" x 1/2" BAL LUSTERS $ 4 1/2" D.G. --- STONE PAVERS SET IN MORTAR BED (NOTE: kT AT HIGHPO!NT OF 'PAVERS ►S 5/5" HIGHER THAN AD.J. INT. SLAB - ---•. GONG SLAB /STL DECK -, STL PLATE PER STRJGT ROOF DECK DETAIL SCALE: 3" = T -O" e ROOF DECK DETAIL SCALE: 5" a T•O" CURB FLASHING, FIELD NOTCH AND TURN DOWN FASTENER ®8" C ROOF PANE POLYETHYLENE CLOSURE SET IN SEALANT TOP AND BOTTOM CLIP -- FASTENERS 7 0 RESIST DRAG LOAD SEE CHART ON SHEET A5.2 FOR QUAN 11 3 ) 4 ELEV +82.05 fV STONE PAVER TO TOP Of GONG ELEV +16.0O' CURB • COORDINATE W/ MECHANICAL CURB FRAMING - COORDINATE W/ MECHANICAL FIELD TURN UP PAN 0 CURB • TOP 4 BOTTOM OF PENETRATION 45 DEGREE BEVELED POLYETHYLENE CLOSURE //c SET IN SEALANT AT BOTTOM ONLY VALLEY F LASHING DETAIL SCALE: 3" = T-O" 5CA, -E. 3„ s 1 -0" SCALE: 5 a T•Cr DETAIL SIDEAALL FLASHING DERAIL ROOF PANE CLIP POLYETHYLENE CLO LURE SET IN f0EAL ANT TOP AND BOTTOM OUR 3 FLASHING ADHEASIVE- BACKED MEMBRANE APPLIED DIRECTLY TO SHEATHING. EXTEND 3' ABOVE AND BELOW CURB. INSTALL UNDERLAYMENT OVER MEMBRANE AND EXTEND BOTH 6" UP CURB AT BOTH UPHILL AND DOWNHILL CONDITIONS VALLEY FLASHING, _AP 12" W/ 2 ROOKS SEALANT ROOF PANEL CLIP 22 GA GALV CONT LEAT ADHEASIVE- BAKED MEMBRANE BELOW JNDERLAYMENT - ExTEND 5' EACH 5:DE OF VALLEY W/ 3" MIN LAP APPLY DIRECTLY TO SHEATHING ocilora io i0 tcos S►DEWALL FLASHING LAP 6" MN W/ 2 ROWS SEALANT =ROVIDE BLOCKoNG FOR FLASHING SLIP°ORT IF SPAN A E xCEEDS 4" ----- FASTENER Vr'/ EPDM WASHER d COLOR MATCHED HEAD FASTEN • 12' OC 1/2" X 1 /6" BUT`'L TAPE APPLIED TO WEATHER SIDE OF FASTENER UNDER_.AYMENT - EXTEND UP WALL INVER CLEA' 03 NOTE; SEE OETAIL. 6 61 A5 FOR ADDITIONAL NOTES 2 Raw S BUTYL TAPE SEALANT NEWTON ASSOCIATES ARCHITECTS 12213 SEA 206 (206) *0.4 aPlAssoc;otesecary.ast - DENSMORE AVE N. INA 1833 36:3-5806 3b4 -6448 FAx no f'LYW�OD SHETHINe RIGID INSULATION ABOVE AND BELOW FLASHING CMU MALL 0 8" MAX CURB ® 5I13E5 OF PENETRATION DETAIL SCALE: 3" a T•o 5117EWALL FLASHING ® ROOF DECK DETAIL SCALE 3" = 1' -0" 8 I 'MAX ---- COUNTER FLA5HNG SET IN c; ,MU ,JOINT SHT MTV FLASHING BAFFLED, GROUT -FREE HEAD JOINT EVER' 3RD JOIN" SOLDIER COURSE SLOPE MORTAR OVER TOP LIQUID APPLIED BONDABLE NiATERPROOF MEMBRANE EXTEND UP 15T BRICK AND UNDERSIDE OF SC. STONE PAVERS SET IN MORTAR BED SLOPE TO DRAIN ,NOTE. SEE DETAIL 15/A5 POR ADDITIONAL NOTES CURB FRAMINCs - COORDINATE W/ MECHANICAL CURB - COORDINATE W/ MECHANICAL ADHEASVE•BACKED MEMBRANE APPLIED DIRECTLY TO SHEATHING ExTEND 3' EA SIDE OF CURB. INSTALL UNDERLAYMENT OVER MEMBRANE ANp EXTEND BOTH b" IJP CURB CURS FLASHING LAF' SELF DRILLER • 12" OC MAX BUTYL TAPE SEALANT ANGLE BRACKET WELD TO SLAB ANGLE PER STRU ANGLE SET IN GONG PER STRJCT GMU WALL 1/2' x 3" GUARDRAIL POST BOLT TO ANGLE BRACK 1/2" x 1/2" BAL LUSTERS $ 4 1/2" D.G. --- STONE PAVERS SET IN MORTAR BED (NOTE: kT AT HIGHPO!NT OF 'PAVERS ►S 5/5" HIGHER THAN AD.J. INT. SLAB - ---•. GONG SLAB /STL DECK -, STL PLATE PER STRJGT ROOF DECK DETAIL SCALE: 3" = T -O" e ROOF DECK DETAIL SCALE: 5" a T•O" CURB FLASHING, FIELD NOTCH AND TURN DOWN FASTENER ®8" C ROOF PANE POLYETHYLENE CLOSURE SET IN SEALANT TOP AND BOTTOM CLIP -- FASTENERS 7 0 RESIST DRAG LOAD SEE CHART ON SHEET A5.2 FOR QUAN 11 3 ) 4 ELEV +82.05 fV STONE PAVER TO TOP Of GONG ELEV +16.0O' CURB • COORDINATE W/ MECHANICAL CURB FRAMING - COORDINATE W/ MECHANICAL FIELD TURN UP PAN 0 CURB • TOP 4 BOTTOM OF PENETRATION 45 DEGREE BEVELED POLYETHYLENE CLOSURE //c SET IN SEALANT AT BOTTOM ONLY VALLEY F LASHING DETAIL SCALE: 3" = T-O" 5CA, -E. 3„ s 1 -0" SCALE: 5 a T•Cr DETAIL SIDEAALL FLASHING DERAIL ROOF PANE CLIP POLYETHYLENE CLO LURE SET IN f0EAL ANT TOP AND BOTTOM OUR 3 FLASHING ADHEASIVE- BACKED MEMBRANE APPLIED DIRECTLY TO SHEATHING. EXTEND 3' ABOVE AND BELOW CURB. INSTALL UNDERLAYMENT OVER MEMBRANE AND EXTEND BOTH 6" UP CURB AT BOTH UPHILL AND DOWNHILL CONDITIONS VALLEY FLASHING, _AP 12" W/ 2 ROOKS SEALANT ROOF PANEL CLIP 22 GA GALV CONT LEAT ADHEASIVE- BAKED MEMBRANE BELOW JNDERLAYMENT - ExTEND 5' EACH 5:DE OF VALLEY W/ 3" MIN LAP APPLY DIRECTLY TO SHEATHING ocilora io i0 tcos S►DEWALL FLASHING LAP 6" MN W/ 2 ROWS SEALANT =ROVIDE BLOCKoNG FOR FLASHING SLIP°ORT IF SPAN A E xCEEDS 4" ----- FASTENER Vr'/ EPDM WASHER d COLOR MATCHED HEAD FASTEN • 12' OC 1/2" X 1 /6" BUT`'L TAPE APPLIED TO WEATHER SIDE OF FASTENER UNDER_.AYMENT - EXTEND UP WALL INVER CLEA' 03 NOTE; SEE OETAIL. 6 61 A5 FOR ADDITIONAL NOTES 2 Raw S BUTYL TAPE SEALANT LEGEND FINISHED CEILING HEIGHT SUSPENDED CEILING - 2' x 4' 6RiD PLASTER ON GYPSUM LATH CXTERIOR METAL SOFFIT NORTH 0 NORM NO CEILING PROVIDED NO CEILING PROVIDED NO CEILING PROVIDED REFLECTED CEILING PLAN -FIRST FLOOR 0 REFLECTED CEILING PLAN - BASEMENT 41 G ) • 1-1 5/8" i t 3" • 4 �,� ---- RC r4 a ' 7 -1 5%s' • 11-4' • •a'_10' . UNDERSIDE OF BRIDGE ABOVE 1 a' J a` 6" 11 • . 12' -10" • .........._... . ... -... , w. �....�...�... i NEWTON ASSOCIATES ARCHITECTS 12213 SEA 206, '2O6) 4e ritonA DENSMORE AVE N. $NA 41 8133 363 -5806 364 -6488 r ssoc : otesa A T TEN.GOM O- V LEGEND FINISHED CEILING HEIGHT SUSPENDED CEILING - 2' x 4' 6RiD PLASTER ON GYPSUM LATH CXTERIOR METAL SOFFIT NORTH 0 NORM NO CEILING PROVIDED NO CEILING PROVIDED NO CEILING PROVIDED REFLECTED CEILING PLAN -FIRST FLOOR 0 REFLECTED CEILING PLAN - BASEMENT 41 G ) • 1-1 5/8" i t 3" • 4 �,� ---- RC r4 a ' 7 -1 5%s' • 11-4' • •a'_10' . UNDERSIDE OF BRIDGE ABOVE 1 a' J a` 6" 11 • . 12' -10" • .........._... . ... -... , w. �....�...�... i STONE TILE RECESS SLAB 11/ PLASTER 1Uw. ..■ I - ----- -I I 1=111 =1 =I I 1 =1 I I=111 =1 DETAIL: HEAD PETAL: JAMB SCALE: 3" - T_p" SCALE: 3" = 11 -0„ SCALE: 3'• s 1'-0" w p DETAIL: SILL .r SEALANT NOTE= SEE D ETAILS 1 AND 4/A8.2 FOR ADDITIONAL NOTES BRICK SOLDIER COURSE NOTE: 5EE DETAIL 2/A6.2 FOR ADDITIONAL NOTES EE DETAIL 113 AT R,C,HT FOR ADDITIONAL NOTES DOOR AND FRAME SOLDIER COURSE AT COLUMN BASE BEYOND GONG PORCH SLAB BASEMENT CORRIDOR DOORS SLAB ON GRADE W/ ACID ETCHED FINIS f DETAIL: HEAD DETAIL: JAMB SCALE: 3" = 1 -0" SCALE: 3" = 1 SCALE: 3" = 1 -0' U DETAIL: SILL • TRANSOM L rE " NOTE, SEE DETAIL 8/A8.2 AND YVALL SECTION 2/A3.3.1 FOR ADDTIONAL NOTES AND DIMENSIONS MEETING HALL PATIO DOOR BRICK COL NOTE: SEE DETAIL q /A5.2 FOR ADDITIONAL NOTES SOLDIER COURSE STONE TILE AT COLUMN RECESS SLAB 1 BASE BEYOND PAVERS SET N MORTAR BED CONCRETE PATIO SLAB IVTE: 5EE DETAIL N3 AT RIGHT FOR ADDITIONAL NOTES 10" GMU LINTEL BLOCK- - PLASTE CAULK 10" CMU A STOREFRONT FRAME STONE FACIN CAULK SM I--II . IIFlII= CMU FOUND. WAL I � -,, INSULATION DETAIL: HEAD SCALE: 3" = 1' -0" DETAIL: JAMB SCALE: 3" = • DETAIL: SILL SCALE: 9' a Y-O" r ~�''� 8" GMU t ALL e)34 MEETING HALL LOBBY ENTRANCE �us`+►+a PER TM. vAa z CAST STONE LINTEL W/ WEEP HOLES AT 24` OG SEALANT STORCgRONT FRAME MLLLION DOOR INSULATION ---- BRICK VENEER SEALANT STOREFRONT FRAME DOOR DOOR T+-sRESHOLD SEALANT UNDER THRESHOLD PAVERS SET IN MOR - AR CONCRETE SIDE'NALK SLAB 4" GMU FOUND. WALL INSULATION NEWTON ASSOC.IATES ARC.HITECTS 12213 DENSMORE AVE. N. SEATTLE, NA gt3133 '206) 363 -5806 '206) 364 -E4 SAX 4ewtortiA ssoC,atesecorr,r ast.rnet DATE: PERMIT SET. 8/8/09 AUG 1 9 2003 pfm.iff OE %1 A7.1 CARPET AND PAP_ rIRST FLOOR SLAB /DE ToP or SLAB ELEV 2. GONG 5LAB /DEGI4- 4 4. 41 DETAIL: HEAD SCALE. 3" = 1' -0" SCALE: 3 ' ! 1 . -0 ,. 4 a d • SCALE: 3" = T-O" 0 • e 4 .c 4 DETAIL: SILL EXIT DOOR AT ROOF PECK a • DETAIL: SILL NQ_T�'- SEE DETAIL 1/A1.2 FOR ADDITIONAL NOTES 4 a LEASE SPACE ENTRANCE DRIGK SOLDIER COURSE PROJECT 3/4" (AT ROOF PECK EXtT POOR ONLY) SOLDIER COURSE BEYOND - OP OF A ELEV +(12.83' NOTE 5EE DETAIL *12 AT RIGHT FOR ADDITIONAL NOTES ROOF DECK SLAB/DECK DOOR 5HT MIL FLASHING TURN UP UNDER THRESHOLD THRESHOLD SEALANT CONC. SIDEWALK -7 44 1T ;ij: =11= , WATERPROOF MEMBRANE S TONE FACING AND LINE STONE TRIM AND LINE • STONE TILE RECE 55 SLAB 1 GONG SLAB/ DEG ..N 4 CONCR SE K a) IMP ow my IND MD am DETAIL: HEAD SCALE: 3" = T -O" 4 A 4 • 4 ecALE. 3" = T -O„ 4 4 • 4 4 DETAIL: JAMB 4. 0 d ,i . v a d NOTE SEE DETAIL 1/A FOR ADDITIONAL NOTES NOTE: SEE DETAIL 2/A8.2 FOR ADDITIONAL NOTES NOTE: 5EE DETAIL *12 AT RIGHT FOR ADDITIONAL NOTES • 4 4. 4 BR ;CK VENEER BRIDGE CONCRETE SLAB/DECK PAVERS SET IN MORTAR DETAIL: SILL Q� 6Gn_E.. 3 a 10 OFFICE LOBBY ENTRANCE •O WOOD SILL BELOW PER DETAIL *3 ON 51-4T A5.2 WRAP AROL CORNER TO DOOR FRAME FACE OF PLASTER r -- — -- — BELOW SILL CAULK PLASTE PLASTE ‘10" C.MU (TYP. AT DOOR AND GPENIN55) - -- CARPET- CONCRETE SLAB /DEG$F . d 4. d / 1 DETAIL: HEAD \ 1 .A\ DETAIL: JAMB SCALE- 3" - / -O° 4 SCALE: 3' = Y -O" Q v SCALE: 3" • 1.O'' 4 DETAIL: SILL 4 4 4 ROOF DECK DOOR — — ...me dr — — • v 4 4 4 -- TRA LITE - DOOR AND FRAME NOTE. 5EE DETAIL 1/A1.2 FOR ADDITIONAL NOTES SIDE L/TE AND FRAME CAST STONE SILL BELO If' a 4 DEC 10 2003 AS mules 4• 4 FACE OF ERI: K EELC.)ri SILL. cm OF MINA APPROVED SEALANT UNDER THR :SHO PA '✓ERS SET IN MORTAR BED LIQUID- APPLIED BONDABLE WATERPROOF MEMBRANE ROOF DECK CONCRETE 5LAB/DECfc STEEL. AN6LE :34 i .:: w:,.. • • ... ALLE IALL AND ADMI .JB 52nd Avenue Soy NDNTON ASSOCIATES ARCHITECTS 12213 SEATTLE, 206) 206) NewtonA DENSMORE AVE N WA 148133 363 -5606 364 -6448 FA x" t ret ...............—J—. mA ' g � � CARPET AND PAP_ rIRST FLOOR SLAB /DE ToP or SLAB ELEV 2. GONG 5LAB /DEGI4- 4 4. 41 DETAIL: HEAD SCALE. 3" = 1' -0" SCALE: 3 ' ! 1 . -0 ,. 4 a d • SCALE: 3" = T-O" 0 • e 4 .c 4 DETAIL: SILL EXIT DOOR AT ROOF PECK a • DETAIL: SILL NQ_T�'- SEE DETAIL 1/A1.2 FOR ADDITIONAL NOTES 4 a LEASE SPACE ENTRANCE DRIGK SOLDIER COURSE PROJECT 3/4" (AT ROOF PECK EXtT POOR ONLY) SOLDIER COURSE BEYOND - OP OF A ELEV +(12.83' NOTE 5EE DETAIL *12 AT RIGHT FOR ADDITIONAL NOTES ROOF DECK SLAB/DECK DOOR 5HT MIL FLASHING TURN UP UNDER THRESHOLD THRESHOLD SEALANT CONC. SIDEWALK -7 44 1T ;ij: =11= , WATERPROOF MEMBRANE S TONE FACING AND LINE STONE TRIM AND LINE • STONE TILE RECE 55 SLAB 1 GONG SLAB/ DEG ..N 4 CONCR SE K a) IMP ow my IND MD am DETAIL: HEAD SCALE: 3" = T -O" 4 A 4 • 4 ecALE. 3" = T -O„ 4 4 • 4 4 DETAIL: JAMB 4. 0 d ,i . v a d NOTE SEE DETAIL 1/A FOR ADDITIONAL NOTES NOTE: SEE DETAIL 2/A8.2 FOR ADDITIONAL NOTES NOTE: 5EE DETAIL *12 AT RIGHT FOR ADDITIONAL NOTES • 4 4. 4 BR ;CK VENEER BRIDGE CONCRETE SLAB/DECK PAVERS SET IN MORTAR DETAIL: SILL Q� 6Gn_E.. 3 a 10 OFFICE LOBBY ENTRANCE •O WOOD SILL BELOW PER DETAIL *3 ON 51-4T A5.2 WRAP AROL CORNER TO DOOR FRAME FACE OF PLASTER r -- — -- — BELOW SILL CAULK PLASTE PLASTE ‘10" C.MU (TYP. AT DOOR AND GPENIN55) - -- CARPET- CONCRETE SLAB /DEG$F . d 4. d / 1 DETAIL: HEAD \ 1 .A\ DETAIL: JAMB SCALE- 3" - / -O° 4 SCALE: 3' = Y -O" Q v SCALE: 3" • 1.O'' 4 DETAIL: SILL 4 4 4 ROOF DECK DOOR — — ...me dr — — • v 4 4 4 -- TRA LITE - DOOR AND FRAME NOTE. 5EE DETAIL 1/A1.2 FOR ADDITIONAL NOTES SIDE L/TE AND FRAME CAST STONE SILL BELO If' a 4 DEC 10 2003 AS mules 4• 4 FACE OF ERI: K EELC.)ri SILL. cm OF MINA APPROVED SEALANT UNDER THR :SHO PA '✓ERS SET IN MORTAR BED LIQUID- APPLIED BONDABLE WATERPROOF MEMBRANE ROOF DECK CONCRETE 5LAB/DECfc STEEL. AN6LE :34 i .:: w:,.. • • ... , --- GM) WALL UNFINISHED SIL CASING 0ETAL: HEAD SCALE: 3" = T -0 GONG DETAIL: SILL SCALE 3 . ,_ PLASTER HpWD CASING —�.� STONE TILE DETAIL: HEAD SCALE: 3" = 1-0" DETAIL: SILL SCALE 3" = 1-0" SNAP -ON STL CASING GONG PETAL: HEAD 3CAL.E: 3' = 1 -O DETAIL: SILL aGALE: 3' s 1 ' SLOGK UNFINISHED PLASTER- HDWD GASIN6r' STONE TILE CERAMIC TIL GER 4NgG TILfr DETAIL: HEAPLASTER-, SCALE: 3" = 1' -0" DETAIL: SILL SCALE: 3" = 1' -O" DETAIL: HEAD SCALE: 3" = r -O" DETAIL: SILL SCALE: 3" s t'•O" i 5TO LE • CERAMIC TILE PLASTER STONE FACING PANEL - ---�I CAST STONE PANEL STL ANGLE PER STRUG HDWD CASIN CERAMIC TILE STONE FACING PANEL - PLATE CAST STONE PANEL — HDwD CASING----- 4 DOOR STONE TILE RECESS SLA BASEMENT DOORS DETAIL: HEAD SCALE: 3" = 1-0" DETAIL: JAMB SCALE. 31' = T-O" 1 524 DETAIL: SILL SCALE: 3'' s 1-0' sf AAG BLOCK FURRING AAC BLOCK WALL PLASTER HDWD CASING METAL DOOR FRAME h/ MASONRY INSERT PLASTER THRESHOLD HDWD GASIN GONG SLAB STAINED AND SEALED PLASTER-- GLASS BLOCK- SCALE. 3" = 1 -0 - "”'"4 ".""' HDWD LINER AND TRIM DETAIL: HEAD DETAIL: JAMB SCALE. 3" = / -0" DETAIL: SILL SCALE. 3" = 1 -0" SCALE: 3" = 1 -0" SCALE: 3" s Y -O SMOKE GASKET THRESHOLD �---- PLASTER HDW J CASING METAL_ "NO STOP" FRAME W/ MASONRY INSERT DETAIL: HEAD METAL DOOR FRAME W! "NO STOP" INSERT POOR DETAIL: JAMB DRIGK VENEER ANGLE HDWD CASING HDWD LINER HDWD CASING DETAiL: HEAD f;CALC. ? : Y -0" SCALE 3" = 1 SCALE: 3" = 1-0" SCALE: S' = 1-0" SCALE: 3 s 1-0' FIRST FLOOR DOORS AA1 OLOCK WALL PLASTER HDWD CASING METAL DOOR ¢RAMS W/ INSERT DOOR DOOR W/ HINGE DETAIL: JAMB DETAIL: SILL DETAIL: SILL DETAIL: SILL SMOKE GASKET AT FIRE RATED DOORS — THRESHOLD A T FIRE RATED DOORS DOOR CARPET AND PAD Pb3 GLASS BLOCK SIDELITE METAL NO STOP" DOOR FRAME Y4/ INSERT HDWD TR'M CARPET AND PAD .. — GONG SLAB NE'4TON ASSOCIATES ARCHITECTS 1228 SEATTLE, '2061 '2Ob) NewtonAssouotes®ATTBIGOM DENSMORE AVE 'v, MIA 08133 363 -5806 364 -6418 FAX . 4 .____, , --- GM) WALL UNFINISHED SIL CASING 0ETAL: HEAD SCALE: 3" = T -0 GONG DETAIL: SILL SCALE 3 . ,_ PLASTER HpWD CASING —�.� STONE TILE DETAIL: HEAD SCALE: 3" = 1-0" DETAIL: SILL SCALE 3" = 1-0" SNAP -ON STL CASING GONG PETAL: HEAD 3CAL.E: 3' = 1 -O DETAIL: SILL aGALE: 3' s 1 ' SLOGK UNFINISHED PLASTER- HDWD GASIN6r' STONE TILE CERAMIC TIL GER 4NgG TILfr DETAIL: HEAPLASTER-, SCALE: 3" = 1' -0" DETAIL: SILL SCALE: 3" = 1' -O" DETAIL: HEAD SCALE: 3" = r -O" DETAIL: SILL SCALE: 3" s t'•O" i 5TO LE • CERAMIC TILE PLASTER STONE FACING PANEL - ---�I CAST STONE PANEL STL ANGLE PER STRUG HDWD CASIN CERAMIC TILE STONE FACING PANEL - PLATE CAST STONE PANEL — HDwD CASING----- 4 DOOR STONE TILE RECESS SLA BASEMENT DOORS DETAIL: HEAD SCALE: 3" = 1-0" DETAIL: JAMB SCALE. 31' = T-O" 1 524 DETAIL: SILL SCALE: 3'' s 1-0' sf AAG BLOCK FURRING AAC BLOCK WALL PLASTER HDWD CASING METAL DOOR FRAME h/ MASONRY INSERT PLASTER THRESHOLD HDWD GASIN GONG SLAB STAINED AND SEALED PLASTER-- GLASS BLOCK- SCALE. 3" = 1 -0 - "”'"4 ".""' HDWD LINER AND TRIM DETAIL: HEAD DETAIL: JAMB SCALE. 3" = / -0" DETAIL: SILL SCALE. 3" = 1 -0" SCALE: 3" = 1 -0" SCALE: 3" s Y -O SMOKE GASKET THRESHOLD �---- PLASTER HDW J CASING METAL_ "NO STOP" FRAME W/ MASONRY INSERT DETAIL: HEAD METAL DOOR FRAME W! "NO STOP" INSERT POOR DETAIL: JAMB DRIGK VENEER ANGLE HDWD CASING HDWD LINER HDWD CASING DETAiL: HEAD f;CALC. ? : Y -0" SCALE 3" = 1 SCALE: 3" = 1-0" SCALE: S' = 1-0" SCALE: 3 s 1-0' FIRST FLOOR DOORS AA1 OLOCK WALL PLASTER HDWD CASING METAL DOOR ¢RAMS W/ INSERT DOOR DOOR W/ HINGE DETAIL: JAMB DETAIL: SILL DETAIL: SILL DETAIL: SILL SMOKE GASKET AT FIRE RATED DOORS — THRESHOLD A T FIRE RATED DOORS DOOR CARPET AND PAD Pb3 GLASS BLOCK SIDELITE METAL NO STOP" DOOR FRAME Y4/ INSERT HDWD TR'M CARPET AND PAD .. — GONG SLAB V hair �._.: am mom dm amo OW MD 46 LF SD 6" PVC © 2% SL MIN i k ■ .. , , , . \ ‘, , , . - / , i, \ \ \ \ ../ , /, /, ` N. \ \ \• s / / // ■ \ \ \ \.�`� � ,.� / / .' N r, // REFER TO LANDSCAPE ,,!ARCHITECT PLANS FOR PEDESTRIAN PATH rSPOT ELEVATIONS TW 88.50 BW 80.00 IE ABOVE SD IE 72.50 W SOLI RIM 7 \ ‘Nit AM _� - _--- - -- ∎-- 92.71± ADJUST WATER VALVE 1 , 'EX 3.2% ± SL TO GRADE L`' C DRIVEWAY am* mit am am ow am um um lie . BC 76.78 TC 76. BC 76.26 gp , 15 LF 1 SLEEVE FOR 6 PVC ®2% SL 1 777 ' Tc 76. 7.11 76 BC 76.0 'RIM 76.97 ' - -4L 74.40 1 _ _.CO RIM 91.45 E 89.65 YAR I FAIN (12" X 121 RIM 7'7 YA IE 78.00 � � Li ' ' ORDINATE W LANDSCAPE ARCH. (12 91 L 0 /RI - ? ~ EXISTING POWER AULT TO REMAIN. ADJUST TOP OF VAULT TO BE FLUSH WITH PROPOSED SIDEWALK TC 75.63 ' C 75.13 74.63 C 74.13 TC 74.71 BC 74.21 DRAIN 77.2 'RIM 77.9 74.02 OCKING C 75.43 lE 74.60 : N FD IE 74.60 6" 74.71 IE 73.60 6 " E SS IE 74.84 SD IE 73.48 COVER z 7. 0 \ \1590 ; 81.01 0111 MI OR 111•0 1� I 1 r N 4 , 80.00 EX. MATCH` EXISTING GRADE IN R R R Ni I 0 bE TO PRESERVE EX. I TREES! NEAR PL. r f 1 1 1 XIS 1 1 1 1 1 1 1 1/ rl CARTLIYVORK NODS: EARTHWORK QUANTITIES ARE PRELIMINARY AND APPROXIMATE AND SHALL NOT BE USED FOR THE PURPOSE OF BIDDING. CONTRACTORS ARE RESPSONSIBLE FOR DEVELOPING THIER OWN ESTIMATES OF EARTHWORK QUANTITIES ON WHICH THEIR BID WILL BE BASED. NO ADDITIOANL PA` MENT WILL BE MADE FOR EARTHWORK IN EXCESS OF CONTRACTOR'S BID AMOUNT. APPROXIMATE FILL = 1,371 CUYD (APPROX. FILL AREA = 23,400 SF) APPROXIMATE CUT = 1,422 CUYD (APPROX. CUT AREA = 20,000 SF) DRAINAGE NOTES: APPROXIMATE IMPERVIOJS = 31,035 SF (APPROX. ROOF AREA = 7,170 SF) (APPROX. DRIVE /PARKING /WALK /WALL = 23,865) APPROXIMATE PERVIOUS = '14,070 SF (APPROX. LANDSCAPE AREA = 14,070 SF) �„ -6' - - 0 • / .- - -. - r "- ....; „...... 00 am- moo oi ,4 . ,, ___ _. - ,--t° I 1 1 / 88 r 1 _ _._1 -- 11 r 0 ,r 88.1 8C 87.42 BC 87.32 y 87.12 87 + 91 ' 34 . c, r _ \✓ / -c , • / , ' - - 5.77 --4_ 0 \ �.� ... . .. .4 ` % �. 91.04 GRADL 91.19 3REC , 12 90.36 0 . :) 10% 92 93 2?33 `\ Bc 87.56 8$ 1 Ill 1 � j , / / / 1 l l 111 . 11 ItO 41-F f � - , � 1 /Ill N /r iRIM 88.30 .,� 1 1 1 1 1 1 IE 85.50 ■ 1 1 , \ 111 `'` \ l ti 1 1∎ 1 1 1 53 15 SC 6" PVC ` , x. ,_ '2% ,SL MIN c-, g0 X 85.75 1 1 i ) CO RM 91.08 IE 88.52 4 ,2% CLEARING LIMIT os VERIFY EX CB DOES NOT COLLECT SURFACE RUNOFF, THEN ABANDON CB AND REMOVE CPEP FROM UNDER PROPOSED PARKING LOT DISCHARGE ONTO SPLASH PAD 10'x 10'x 1 ' DEPTH OF NOTE: 4 " QUARRY SPALLS STORM DRAIN LINES SHALL BE DUCTILE IRON PIPE (DIP) OR ' + SCHEDULE 80 PVC WHERE PIPE ' / 1 IS UNDER INFLUENCE OF 41 BUILDING FOOTING D COURTYARD Ali WALL )CUPPERS. `CO :W/ 7- AR H ITECT AND STRUCTURAL too // IENGINEER ,'t �. .. - ' �,♦ W 76.75 0 bEC � 00 � T EX. -4310FILTRATION SWALE TO DISCHARGE TO X. POINT OF r. "STORM RELEASE (SEE WSDOT PERMIT #1739,1 ) - VERIFY - EX CB CAN BE MOVED SOUTH 1 : ,CB, TYPE 1 (WSD0lLr'5 - M H WN. R V IP _ SHOWN. REMOVE 92 CPEP PIPE IN /STD FRAME & GRATE • -- P~ Jt - - - - -- -- - „ RIM 73.3 _ .- -- -- -- - � I� 70.37 -121' r , 6 w r - "ARNFWAY • `CB, • fife 1 (wsOOT W /STD FRAME & 'GRATE RIM 70.5Q 1 11 I SD IE67,50'12 " I 1 12 " PVC 0 --- - ---- 2% SL \o ..11.04FHOL. • • CB, 1YPE I (WSDOT) pW/LOCKING 1 , ; ' 1 �SOLID V RIM 72.00 CO ER I f E 67.28 12 ME E 67.28 12" :,N 1 11E 67.18 12"14 75.42 ±EX 1 1.89 28 LF SD 12" PVC 116% SL EX MH RAISE RIM TO 75.50 IE 62.70 12" (NEW) IE 62.70 12" (NEW) 77 73.69 10 E: 1' • 10 " PROP . LIN PREVIOUSLY AS- -BUILT WA 78.•0± X 74.61 3' SANITARY SEWER EASEMENT PER ASN 5867175 CB, TYPE 1 (WSW) 11110/LOCKING SOLID COVER RIM 75.88 IE 71.60 6" N iE 71.50 12" E R EMI FOLEY &AocU INC. COAL ENGINEERING - LANDSCAPE ARCHITECTURE Ole EAST OEM1r way SEArnL. +v& 9e'22 aem 41 BRICKLAYERS UNION HALL TUKWILA, WASHINGTON 11/3/03 REVISIONS PERMIT REV 11/3/03 / ISSUE DATE : DRAWN BY : SR CHECKED BY : RF C2.0 PERMIT CENTEp Grading and Drainage Plan I6‘ Size Inches lest L ressure PSI Thrust of Fittings in Pounds Tee and Deod Ends 90' Bend 45• Bend 22.5' Bend 11.25' Bend 4 I 250 I 3140 4440 2405 1225 615 6 Hard Owl* I • -- -- - - 250 I 7070 9995 5420 2760 1385 I 6 250 12565 17770 9620 i 4905 2465 10 250 19635 27770 15030 7660 3850 12 250 28275 39985 21640 11030 5545 14 _ 250 ' 38485 54425 29455 15015 7545 36 1 250 I 50265 7]085 38470 19615 9855 Soil Type Safe Bearing Load Pounds per Square Foot Muck, peat, etc. 0 J Soft cloy ' 3.000 Sond - 2.000 Sand and gravel 3,000 Sand and grovel eam•nt•d with cloy 4.000 Hard Owl* I • -- -- - - 10,000 I A an tiol 0 a 0 #3 BAR EACH CORN #3 BAR EACH SI • #3 BAR EACH WA NOT TO SCALE PLUGGED TEE TEE RECTANGULAR ADJUSTMENT SECTION UNBALANCED CROSS FRAME AND VANED GRATE PRECAST BASE SECTION Catch Basin Type 1 (WSDOT Std Plan B -1) PLUGGED CROSS VALVE See Nose OFFSET Thrust Blocking (WSDOT Std Plan B -22a) NOTES • HORIZONTAL BEND VERTICAL BEND PIPE ALLOWANCES PIPE MATERIAL REINFORCED OR PLAIN CONCRETE !— MAXIMUM INSIDE i DIAMETER 12' ALL METAL PIPE 15' CPSSP* I (Std. "S'pec. 9- 05.40) 12 SOLID WALL PVC (Std. Spec. 9- 05.12(1)) 51 PROFILE WALL PVC 5 , (Std. Spec. 9- 05.112(2) CORRUGATED POLYETHYLENE STORM SEWER PIPE PLUGGED CROSS NOTES: NOT TO SCALE 0 1. As an acceptable alternate to rebar, wire mesh having a minimum area of 0.12 square inches per foot may be used. Wire mesh shall not be placed in knockouts. 2. The knockout diameter shall not be greater than 20'. Knockouts shall have a wall thickness of 2' minimum to 2.5' maximum. Provide a 15' minimum gap between the knockout wall and the outside of the pipe After the pipe Is installed, fill the gap with joint mortar in accordance with Std. Spec. 9 -04.3. 3. The maximum depth from the finished grade to the pipe invert shall be 5'. 4. Frame and grate may be installed with flange down or cast into ad justrnent section. 5. The precast base section may have a rounded floor and the walls may be sloped at a rate of 1:24 or steeper. 6. Opening shall be measured at the top of the precast bo.se sec tion. 1. Contractor to provide blocking odequote to withstood full test pressure. 2. Minimum oreo concrete must bear ogo i nst undisturbed trench wall is computed by dividing thrust by sofe bearing load. 3. Areas to be adjusted for other pressure conditions. 4. For odpitionol detail on vertical bend see Stondord Pion, B l o c k i n g for Convex tier t i ca l Bend". 5. Provide two 1" minimum diameter rods on valves up through 10"' diameter. Valves larger than 10" require special tie rod design. CONSTRUCT 6" CLEANOUT SIMILAR TO THIS DETAIL USING 6" PIPE. SET ACCESS COVER AT FINISH GRADE. OMIT CAST IRON FRAME AND DONUT WHERE PLACED IN LANDSCAPE INSTEAD OF PAVEMENT 1 /8 "Raise-1 /2" Wide Border 2 "Raised Letters 4 Wye or 1/8 Bend- 1/2" end 1 /2" Cleanout NOT TO SCALE • 1' -0" Conc. Cl. 5 (3/4) 12 "0D.i.P Fibre Joint Packirg 2' -0" Square \ --Plug Shall Be Sealed In Same Manner As Main Sewer Joints • `--1 /8 Bend 10 " 9 " 8 3/4" 15" COVER PATTERN tri CAST IRON FRAME AND COVER • p rogr __'�.+'�I 'L. •.n � ... t y' •.1► �`f :r «� • 7. -, f e .l•if • RO!FFOLEY &MsocLrE INC. CML ENGfIEERING - LANDSCAPE ARCHITECTURE !18 EAST 0011/e NAY SETTLE, 44. 98122 Dos) 324-'908 BRICKLAYERS UNION HALL TUKWILA, WASHINGTON A BLDG PERMIT 8/8/03 REVISIONS DATE J08 NO . ISSUE DATE : DRAWN BY : SR CHECKED BY : RF 325- C2.10R&UT -or DING Drainage And Utility Details AUG rnpwrag,. 1 1 103 MIMI MOTOR C2.1 7/01/02 • I. I 4- s ._.r.. • • SCALE: 3/4" t - O" 1 1 L • WALL SECTION ,X of TOP OF P VIERS ELEV. 15.00 SCALE: 3/4" : 1- O" 11 111111 11111 MEETING HALL S ENTRY WALL SECTION M • WIOOG TRVS •111,==11.m.,.. �,• A . • I • u /,,,Uy it 4,U 00. ngl,,,i,!.,4a,� 90 „L,,.,IU qno, lb .... q ■ P • .. ...• /01,.1,1,,., ii,,.,,, 01,,.,,..,, ASINash SCALE: 3/4” I t- O" f J r -I. . .11M•111■••1111_ WALL SECTION L METAL ROOFING GAST STONE CORNICE BRICK ARCH SEE WALL SECTION C ON SHEET A3.3.1 NOTE. PLATE HEIGHTS SAME AT GABLE ENTRY TO LEASE SPACE 2% SLOPE 1111= ll 11 =1I =1f _IT= II =r X1 — II - 11- i 11-11 — II I i &ABLE RAKE FLASHING TO MATCH ROOF TOP OF PLATE O I- CONT. VENT PLA GYPSUM ARCH AND COL BEYON T OF BOND BEA GUARDRA ENTRY BRIDGE FINISH ON FFIT B 5TONE PAVER GONG SLAB AND DECK P SUNKEN COURTYARD GAST STONE LINTEL AT +(SABLE END BEYOND L 1 1 SCALE: 3/4" S t- a 1 1 1 r — ' ' 1 1 J WALL SECTION K METAL ROOPN■ ROOF TRUSS -CAST STONE LINTEL - ALIGN SOTTO _ WITH BOTTOM OF SLOPED CORNICE GABLE END AS SHOWN (NOTE THAT LINTEL HEIGHT VARIES FROM TYPI..A —BRICK VENEER $' GMU WALL • p p r I p &ABLE RAKE FLASHING A'' LINTEL EXTENSION BEYOND CMU BOND BEAM STL ANGLE SUPPORT NOTE. NO GUTTER AT THIS CONDITION --- BRICK COLUMN BEYOND TOP OF SIDEWALK BEYOND GRADE ADJACENT TO SIDEWALK cn ofTij *No+ o DEC 10 2603 AS wig FOOTING BEYOND TOP OF LINTEL 4- BOT OF LINTEL TOP OF RETAINING WALL AT SUNKEN COURTYARD FLOOR LEVEL AT LOBBY �.. • 1 Y • :11 "• ""'1 "'1.! ..t.. 111.. - • m IL 4 T 0 N 14 NEY'ITON ASSOCIATES ARCHITECTS 12213 SEATTLE, (206) (206) NowtonA550GiC�fie DENSMORE AVE. INA 48133 363 -:806 364 6»+ ^O FAX ;.ortir. • N. . . a5t.n6 DATE: PERMIT SET: 8/5/03 ot AUG 1 1 2 003 a rt cant St+EE T A • 4- s ._.r.. • • SCALE: 3/4" t - O" 1 1 L • WALL SECTION ,X of TOP OF P VIERS ELEV. 15.00 SCALE: 3/4" : 1- O" 11 111111 11111 MEETING HALL S ENTRY WALL SECTION M • WIOOG TRVS •111,==11.m.,.. �,• A . • I • u /,,,Uy it 4,U 00. ngl,,,i,!.,4a,� 90 „L,,.,IU qno, lb .... q ■ P • .. ...• /01,.1,1,,., ii,,.,,, 01,,.,,..,, ASINash SCALE: 3/4” I t- O" f J r -I. . .11M•111■••1111_ WALL SECTION L METAL ROOFING GAST STONE CORNICE BRICK ARCH SEE WALL SECTION C ON SHEET A3.3.1 NOTE. PLATE HEIGHTS SAME AT GABLE ENTRY TO LEASE SPACE 2% SLOPE 1111= ll 11 =1I =1f _IT= II =r X1 — II - 11- i 11-11 — II I i &ABLE RAKE FLASHING TO MATCH ROOF TOP OF PLATE O I- CONT. VENT PLA GYPSUM ARCH AND COL BEYON T OF BOND BEA GUARDRA ENTRY BRIDGE FINISH ON FFIT B 5TONE PAVER GONG SLAB AND DECK P SUNKEN COURTYARD GAST STONE LINTEL AT +(SABLE END BEYOND L 1 1 SCALE: 3/4" S t- a 1 1 1 r — ' ' 1 1 J WALL SECTION K METAL ROOPN■ ROOF TRUSS -CAST STONE LINTEL - ALIGN SOTTO _ WITH BOTTOM OF SLOPED CORNICE GABLE END AS SHOWN (NOTE THAT LINTEL HEIGHT VARIES FROM TYPI..A —BRICK VENEER $' GMU WALL • p p r I p &ABLE RAKE FLASHING A'' LINTEL EXTENSION BEYOND CMU BOND BEAM STL ANGLE SUPPORT NOTE. NO GUTTER AT THIS CONDITION --- BRICK COLUMN BEYOND TOP OF SIDEWALK BEYOND GRADE ADJACENT TO SIDEWALK cn ofTij *No+ o DEC 10 2603 AS wig FOOTING BEYOND TOP OF LINTEL 4- BOT OF LINTEL TOP OF RETAINING WALL AT SUNKEN COURTYARD FLOOR LEVEL AT LOBBY �.. • 1 Y • :11 "• ""'1 "'1.! ..t.. 111.. - • m IL 4 T 0 N 14 t ROOF 314E HIN PLYWD R OIAPHRAM r 4E7 NAILING PT 5TR.J - - -� 3 X PLATE WITH ANCHOR BOLTS PER STRUGT CML' LINTEL Bi..00K 1N/ REINF PER STRuCrT-- LEASE SPACE GONG SLAB AND DEG ANGLE SUPPORtS PER STRUCT � 8" GMU SHEAR wAL:_. PER STRUGT STORAGE SPACE GONG. SLAB-- &GALE. 3/4' = 1' - 0" SHEAR WALL ONE -HOUR •. • • • •• • •• • r • • OVER FRAMING PER STRUGT PLY/ND SHEAR DIAI°HRAM PER STRUGT SOLID BLOC TOILET ROOM TOILET ROOM GER AMIC TILE RECESS SLAB '�- .-.-- THICKENED SLAB PER STRUGT WALL SECTION 5 fst S TOP • PL pa AFT STOP: MN 1/2' &WS ON 2 x 4 STUDS. NOTCH AROUND TRUSS MEMBERS. FILL VOIDS W/ NON - COMBUSTIBLE MATER:A_ 1 -HOUR CEILING: 2 LAYERS 5/8" TYPE x GWB. EXTEND BELOW 2 x S PLATE \ PIN GL6 PLASTER- BRICK SOLDIER COURSE BRICK SOLDIER COURSE STONE TILE TOP OF GONG ELEV + STONE TILE RECESS SLAB NOTE: SEE INTERIOR ELEVATIONS FOR BRICK DESIGN LOBBY BRICK VENEER ANCHOR TO AAC PER MFR'S RECOMMENDATIONS- 1/4" x 3" x 6" x 12" . LONG (LLV) ANGLE 0 6' -O" D.G. EACH SIDE OF WALL 1 31 4 GONT. HORIZ REINF N SOLID GROUTED AAC "J" BLOCK * 6" AAC BLOCK WALL. HOLD 1 1/2" BELOW JOISTS EXTEND TO 1 1/2" BELOW PECK BETWEEN FLOOR JOISTS. FIRESTOP ALL GAPS FOR ONE -HOUR PROTECTION V1400D COVE MOUL SEE A3.42 FOR DETAILS STONE TRI STONE FACING PANEL LOBBY STONE BASE TRI 4' ROOF SHEATHING ROOF TRUSS SOFFIT OFFICE PLASTER ( CARPET 4 PAD r . SCALE: 3/4' s 1 • O TOP WALL BRACING PER SECT ON T PLASTER . MEETING HALL OCCUPANGY SEPARATION HALL ONE-HOUR BRiGK SOLDIER COURSE NOTCH+ AS SHOW LOBBY STONE TILE DUCT PER MECHANICAL PLASTER SOFFIT SEE SECTION AA FOR DIMENSIONS p — BRICK PAVER BASE CONC SLAB STAINED AND SEALED *TYPICAL TOP OF WALL BRACING CONDITION 'FOR WALLS PERPENDICULAR TO JOISTS TOILET ROOM NOTE: SEE WALL SECTION R AT LEFT FOR ADM NOTES WALL AT RECEPTION WINDOW ONE -HOUR SCALE: 3/4 " =T -O" a a v, A 4 c 'PLUMBING WALL ONE -HOUR SCALE: 3 /4" =T - , i ; • / 4 a .4 VALL SECTION W ELD UPPER ANGLE TO DECK AND LOWER TO UPPER ANGLE DOUBLE AAC BLOCK WALL BRACE PER SECTION R. EXTEND ONE WALL TO 1 1/2" BELOW DECK BETWEEN JOISTS. PIRESTOP GAPS TILE TRIM TOILET ROOM 1 ? ; CERAMIC TILE RECESS SLAB '1 1/2' • 2 x4WAL ,. BRACE • 36' O.G. - ALTERNATE SIDES 1 -HOUR (MN) ROLL -UP COUNTER FIRE DOOR SOFFIT FRAMING PLASTER CERAMIC TILE TOILET ROOM V $d NAILS • b" O.G BLOCKING, , PLUMBING WALL NON -RATED :SCALE: 3/4" = 1' - O" TOILET ROOM SCALE: 3/4" s 1' - 0" d • WALL AT SOFFIT ONE -HOUR r �. • • • • a AAC If BLOCK HEADER FULLY GROUTED W/ (2) *4 REBAR P,.ASTER SOFFIT HALL l 4• WALL SEC.TION R WALL SECTION Q kMALL SECTION P � � g 4 WD 15LOGKIN6 AT EA BRACE SIMPSON A34 AT EA BLOCK 2 x 6 WD PLATE W/ 1/2" 0 ANCHOR BOLTS • 4A' O.G. 1 GONT. HORIZ REINF IN 50LIP GROUTED AAC 'V BLOCK NOTE: TOP BRACING TYPICAL FOR WALLS PARALLEL. TO TRUSSES. BRACING OF SECOND WALL OF PLUMBING CHASE NOT SHOWN FOR CLARITY TOILET ROOM i '3- 6" AAC BLOCK NOTE: ENTIRE FLOOR '5 SPRINKLERED. CORRIDOR 15 OF NON -RATED CONSTRUCTION CORRIDOR SCALE: 3 /4 "= 1' -O" 5TL PLATE W/ HEADED STUD WELD TO DECK PER STRUGT 2 x WD LEDGER W/ 6" GMU SHEAR WALL 1/2 "c THREDED RODS PER STRUGT. EPDXIED INTO AAC W/ HILT( 4-I•150 EPDXY 36 "0 "MIN EMBEDMENT PLASTER HALL STONE TILE M MORTAR BED RECESS SLAB 1 1/ a EGAt_E: 3/4" s 1' - O' TYPICAL CORRIDOR WALL NON -RATED SHEAR WALL AT STAGE ONE -HOUR • C M O f PIPIIOVED nEClo IBS BRICK VENEER SEE INTERIOR ELEVATIONS MEETING HALL 2 x 12JOISTS 16" O.G. 2 x SLEEPER IN/ SHIM THICKENED SLAB PER STRUCT. 1/2" 0 THROU614 BOLT BOTTOM CHORD OF ROOF TRUSS 2x6 WG PLATE W/ 1/2" m ANCHOR BOLTS • 48" O.G. PLASTER. EXTEND ABOVE 5U5P CLG NOTE: CEI_ING HEIGHTS VARY SEE ROOM REFLECTED CEILING PLAN CLEAR AIR SPACE PROVIDE FIRESTOPPING IN CAVITIES BETWEEN PLATE AND STL DECK 1/4" x 3" x 6" x 12" LONG (LLV) ANGLE ® 4' -0" O.G ALTERNATE SIDES OF WALL WHERE WALL FINISH tS PLASTER :XTEND ABOVE SUSF CL HDWD STAGE FLOOR FLOOR FINISH SEE ROOM FINISH 3/4" PL`rWD SCHEDULE 1 TYPICAL PARTITION NON -RATED WALL SECTION fir' WALL SECTION U WALL SECTION SCALE: 3/4" = 1' - 0" WALL FINISH SEE ROOM FINISH SCHEDULE TYPICAL WALL ONE -HOUR WALL SECTION 0 WALL SECTION N I 1)49 SCALE: 3/4' a T • a ROOM ROOM • NOTE TOP WALL BRACING TYPICAL FOR W ALLS PERPENDICULAR TO TRUSSES 1 /4 "X3 "X9 "X 9' LON& (LLV) ANGLE • 48" O.G. W/ 2 3/4" SLOTTED HOLE 2 -3/8" ,c 7 LONG, LAG BOLTS AT EA ANGLE 104 GONT HORIZ REINF N SOLID &ROUTED AAC "U" BLOCK SUSP CLG 6' AAC BLOCK (6 "Wx " H x 24" L) 3/8" +/- LEVELING MORTAR BED GONG. ON 6TL DECK GONG, AND STL DECK FLOOR JOISTS S SUSF. CLG. HEIGHT VARIES SEE REFLECTED CEILING PLAN 6" AAC BLOCK (6 "Wx8 "Hx24 "L 3/8" +/- LEVELING MORTAR BED CONC. SLAB HEIGHT VARIES 5EE FLOOR PLAN • I, • 9 •r 7 GRAF ND ADMI Avenue soy NEWTON ASSOCIATES ARCHITECTS 12213 DENSMORE AVE N. SEATTLE, WA c18133 (206; 363 -5806 (206) 364 -6488 FAX Ner4tonAssoctotesftcomcost.net 4 4451 REGISTERED ARCHIT CT M CARET R. NEWTON STATE OF WASHINGTON DATE: PERMIT SET: b /5/03 • AUG 1 1 ` 0;; i IT 5tiEE T A 3.3.5 t ROOF 314E HIN PLYWD R OIAPHRAM r 4E7 NAILING PT 5TR.J - - -� 3 X PLATE WITH ANCHOR BOLTS PER STRUGT CML' LINTEL Bi..00K 1N/ REINF PER STRuCrT-- LEASE SPACE GONG SLAB AND DEG ANGLE SUPPORtS PER STRUCT � 8" GMU SHEAR wAL:_. PER STRUGT STORAGE SPACE GONG. SLAB-- &GALE. 3/4' = 1' - 0" SHEAR WALL ONE -HOUR •. • • • •• • •• • r • • OVER FRAMING PER STRUGT PLY/ND SHEAR DIAI°HRAM PER STRUGT SOLID BLOC TOILET ROOM TOILET ROOM GER AMIC TILE RECESS SLAB '�- .-.-- THICKENED SLAB PER STRUGT WALL SECTION 5 fst S TOP • PL pa AFT STOP: MN 1/2' &WS ON 2 x 4 STUDS. NOTCH AROUND TRUSS MEMBERS. FILL VOIDS W/ NON - COMBUSTIBLE MATER:A_ 1 -HOUR CEILING: 2 LAYERS 5/8" TYPE x GWB. EXTEND BELOW 2 x S PLATE \ PIN GL6 PLASTER- BRICK SOLDIER COURSE BRICK SOLDIER COURSE STONE TILE TOP OF GONG ELEV + STONE TILE RECESS SLAB NOTE: SEE INTERIOR ELEVATIONS FOR BRICK DESIGN LOBBY BRICK VENEER ANCHOR TO AAC PER MFR'S RECOMMENDATIONS- 1/4" x 3" x 6" x 12" . LONG (LLV) ANGLE 0 6' -O" D.G. EACH SIDE OF WALL 1 31 4 GONT. HORIZ REINF N SOLID GROUTED AAC "J" BLOCK * 6" AAC BLOCK WALL. HOLD 1 1/2" BELOW JOISTS EXTEND TO 1 1/2" BELOW PECK BETWEEN FLOOR JOISTS. FIRESTOP ALL GAPS FOR ONE -HOUR PROTECTION V1400D COVE MOUL SEE A3.42 FOR DETAILS STONE TRI STONE FACING PANEL LOBBY STONE BASE TRI 4' ROOF SHEATHING ROOF TRUSS SOFFIT OFFICE PLASTER ( CARPET 4 PAD r . SCALE: 3/4' s 1 • O TOP WALL BRACING PER SECT ON T PLASTER . MEETING HALL OCCUPANGY SEPARATION HALL ONE-HOUR BRiGK SOLDIER COURSE NOTCH+ AS SHOW LOBBY STONE TILE DUCT PER MECHANICAL PLASTER SOFFIT SEE SECTION AA FOR DIMENSIONS p — BRICK PAVER BASE CONC SLAB STAINED AND SEALED *TYPICAL TOP OF WALL BRACING CONDITION 'FOR WALLS PERPENDICULAR TO JOISTS TOILET ROOM NOTE: SEE WALL SECTION R AT LEFT FOR ADM NOTES WALL AT RECEPTION WINDOW ONE -HOUR SCALE: 3/4 " =T -O" a a v, A 4 c 'PLUMBING WALL ONE -HOUR SCALE: 3 /4" =T - , i ; • / 4 a .4 VALL SECTION W ELD UPPER ANGLE TO DECK AND LOWER TO UPPER ANGLE DOUBLE AAC BLOCK WALL BRACE PER SECTION R. EXTEND ONE WALL TO 1 1/2" BELOW DECK BETWEEN JOISTS. PIRESTOP GAPS TILE TRIM TOILET ROOM 1 ? ; CERAMIC TILE RECESS SLAB '1 1/2' • 2 x4WAL ,. BRACE • 36' O.G. - ALTERNATE SIDES 1 -HOUR (MN) ROLL -UP COUNTER FIRE DOOR SOFFIT FRAMING PLASTER CERAMIC TILE TOILET ROOM V $d NAILS • b" O.G BLOCKING, , PLUMBING WALL NON -RATED :SCALE: 3/4" = 1' - O" TOILET ROOM SCALE: 3/4" s 1' - 0" d • WALL AT SOFFIT ONE -HOUR r �. • • • • a AAC If BLOCK HEADER FULLY GROUTED W/ (2) *4 REBAR P,.ASTER SOFFIT HALL l 4• WALL SEC.TION R WALL SECTION Q kMALL SECTION P � � g 4 WD 15LOGKIN6 AT EA BRACE SIMPSON A34 AT EA BLOCK 2 x 6 WD PLATE W/ 1/2" 0 ANCHOR BOLTS • 4A' O.G. 1 GONT. HORIZ REINF IN 50LIP GROUTED AAC 'V BLOCK NOTE: TOP BRACING TYPICAL FOR WALLS PARALLEL. TO TRUSSES. BRACING OF SECOND WALL OF PLUMBING CHASE NOT SHOWN FOR CLARITY TOILET ROOM i '3- 6" AAC BLOCK NOTE: ENTIRE FLOOR '5 SPRINKLERED. CORRIDOR 15 OF NON -RATED CONSTRUCTION CORRIDOR SCALE: 3 /4 "= 1' -O" 5TL PLATE W/ HEADED STUD WELD TO DECK PER STRUGT 2 x WD LEDGER W/ 6" GMU SHEAR WALL 1/2 "c THREDED RODS PER STRUGT. EPDXIED INTO AAC W/ HILT( 4-I•150 EPDXY 36 "0 "MIN EMBEDMENT PLASTER HALL STONE TILE M MORTAR BED RECESS SLAB 1 1/ a EGAt_E: 3/4" s 1' - O' TYPICAL CORRIDOR WALL NON -RATED SHEAR WALL AT STAGE ONE -HOUR • C M O f PIPIIOVED nEClo IBS BRICK VENEER SEE INTERIOR ELEVATIONS MEETING HALL 2 x 12JOISTS 16" O.G. 2 x SLEEPER IN/ SHIM THICKENED SLAB PER STRUCT. 1/2" 0 THROU614 BOLT BOTTOM CHORD OF ROOF TRUSS 2x6 WG PLATE W/ 1/2" m ANCHOR BOLTS • 48" O.G. PLASTER. EXTEND ABOVE 5U5P CLG NOTE: CEI_ING HEIGHTS VARY SEE ROOM REFLECTED CEILING PLAN CLEAR AIR SPACE PROVIDE FIRESTOPPING IN CAVITIES BETWEEN PLATE AND STL DECK 1/4" x 3" x 6" x 12" LONG (LLV) ANGLE ® 4' -0" O.G ALTERNATE SIDES OF WALL WHERE WALL FINISH tS PLASTER :XTEND ABOVE SUSF CL HDWD STAGE FLOOR FLOOR FINISH SEE ROOM FINISH 3/4" PL`rWD SCHEDULE 1 TYPICAL PARTITION NON -RATED WALL SECTION fir' WALL SECTION U WALL SECTION SCALE: 3/4" = 1' - 0" WALL FINISH SEE ROOM FINISH SCHEDULE TYPICAL WALL ONE -HOUR WALL SECTION 0 WALL SECTION N I 1)49 SCALE: 3/4' a T • a ROOM ROOM • NOTE TOP WALL BRACING TYPICAL FOR W ALLS PERPENDICULAR TO TRUSSES 1 /4 "X3 "X9 "X 9' LON& (LLV) ANGLE • 48" O.G. W/ 2 3/4" SLOTTED HOLE 2 -3/8" ,c 7 LONG, LAG BOLTS AT EA ANGLE 104 GONT HORIZ REINF N SOLID &ROUTED AAC "U" BLOCK SUSP CLG 6' AAC BLOCK (6 "Wx " H x 24" L) 3/8" +/- LEVELING MORTAR BED GONG. ON 6TL DECK GONG, AND STL DECK FLOOR JOISTS S SUSF. CLG. HEIGHT VARIES SEE REFLECTED CEILING PLAN 6" AAC BLOCK (6 "Wx8 "Hx24 "L 3/8" +/- LEVELING MORTAR BED CONC. SLAB HEIGHT VARIES 5EE FLOOR PLAN • I, • 9 •r j /2 , , :4, , v/'' / / N NEWTON ASSOCIATES ARCHITECTS 12213 SEATTLE, (206) (206) NewtonAssociates.comcaskne • - PENSMORE AVE. N. WA 0 18133 363 -5806 ' 364 -6018 FAX c T ' DATE: PERMIT SET: 8/8/03 ropy AUG I 1 '?dn 0 SI" ►EE t _ A 3 • 4 • 1 j /2 , , :4, , v/'' / / N .,,,A, ;1 6 � \ x`\ A v " _ v 7 . , ./.." • W1 '//f7 • • 1 / • • ,� , AI a? morel i sereromil V a ■ ...i -... .��� . .:. s ... G i.:... .... 211111. / /y X j 4 A /41 WA1 ,„ WALL BASE FLASHING AT STONE VENEER DETAIL 0 SCALE: 1 -1/7 s 1 - 0 " p r /e,' COLUMN AT ARCHED WINDOWS — BELOW SILL DETAIL SCALE: 1 -1/2" = 1' - 0" WALL BASE FLASHING — TYPICAL DETAIL SCALE: 1 -1/2" = 1' - 0" DETAIL 0 SCALE: 1 -1/2" s 1 - O' 6" GMU WALL BELOW WINDOWS 10" C COLUMN INTERIOR BRICK VENEER OIIITLINE OF SILL ABOVE OUTLINE or SILL fkBOVE EXTERIOR BRICK VENEER STEP BACK 4" UNDER WINDOWS —RIGID INSULATION - FILL CAVITY BELOW GRADE RIGID INSULATION - NOTCH AROUND FLASHING SHEET METAL FLASHING SET INTO MORTAR JOINT , OVERLAP MEMBRANE 2" MIN. WATERPROOF MEMBRANE, ADHEASIVE - BACKED BAFFLED, GROUT -FREE HEAD JOINT AT EVERY THIRD JOINT SHEET METAL FLASHING TURNED UP AT GMU WALL. SLOPE MORTAR BED UNDER FLASHING GMU HEADER VENTED MTL SOFFIT PANEL- 4, COLUMN AT ARCHED WINDOWS — ABOVE SILL DETAiL SCALE: 1 -1/2" = 1' - O" t 1 ' -� /bi 11-0 %II a /5 /4" S„ 13 / 1 I INTERIOR BRICK COLUMN DETAIL SCALE: 1 -1/2" = 1' - 0" PIR5T FLOOR ENTRY GABLE DETAiL SCALE: 1 -1 /2' a 1' - 0" fr « BRICK VENEER ENCASING ALL. SIDES OR COLUMN AIR SPACE 10" GMU COLUMN rINDOW -- IN SILL SELO BRICK VENEER BRICK VENEER —STL ANGLE PER STRUCT ONE SILL BELOW 3" MAX AIR SPACE STONE FACING WIND° t WD SILL BELO CEMENTIOUS SPRAY APPLIED FIREPROOFING FOR ONE -HOUR PROTECTION SEALANT STL COLUMN PER STRUCT VENEER TIES WELDED TO COL PER STRUCT SOLDIER COURSE BEYOND 1 1- 8" t:,MU ALIGN INTERIOR FACE W/ GMU AT L0i3 Y WEST WAL RIGID INSULATIO Cfrf Of MilKMO DEC 10 2.853 IIS Nottu • , 7 / � 7 , VENTED MTL SOFFIT PANEL EXTERIOR BRICK COLUMN DETAIL SCALE: 1 -1/2" = 1' - 0" SUBSTITUTE 4" GMU FOR BRICK AT INTERIOR PLASTE BRICK COLUMN AT BASEMENT LOBBY ENTRANCE DETAIL SCALE- 1- 1/2 " =1' - SOFFIT AT REAR EXIT DOOR DETAIL SCALE: 1-1/2' *1 - w 8" GMU, SOU GROUTED AN REINr PER STRUCT ENTRY DOOR AN ERIGK SIDELITE SEALANT RIGID INSULATION COLUMN STL ANGLE PER STRUCT BRICK COLUMN VENEER — CAST STONE LINTEL BRICK SOLDIER COURSE _, :.w.Y. ... �•.+- ..hr +1r ," .x, ; ' i • HANDRAIL.- IK >- 11"13 5TL � EMBED IN THICKENED CONC SLAB HDIND MOULDING, STONE BASE TRIM THICKENED SLAB d f ELEVATION OF FREESTANDING NEWEL TOP OF R A LNG TOP OF RAILING TOP OF GONG FIN FLR • V. ." I lk TOP OF I GONG 1' e• 1 w 0 iii —i i � - 111 111 1 I 1 1 I I — I 11 1► . a 1 —� � � - ii— iii_iii- iii— ii►__iii EXTERIOR RAMP ELEVATION OF NEV EL I, 1 1/+' DIA PIPE RAIL NGS AND PO5 EMBED POST b" MIN FILL. CAVITY W/ NON - 5HR NK GROUT CON' I?AMP SLOPE ., S 1.12 SLOPE LANDINGS 50 NO WATER AGCUMU‘..ATES 'I I I I i — I i I 11 =III 1 11 =1 11= CONCRETE AND REINFORCING PER DETAIL 1/53.2 HDWD CAP- HDWD STILE AND RAIL TRIM - HDWD RECESSED 'PANEL (ExcEPT ON FACE ACCEPTING NEWEL) STONE TRI STONE FACING PANEL 5/8" TYPE X GAB 4 X 4 HDWD MOULDI STONE BASE TRIM ----�, HIGKENED 5LA DETAIL SCALE: 1 1/2" = 1' -0" SECTION OF NEWEL O IBALLUSTER ' CONNECTOR aLATES --- AND SOLTS 4 " $TONE TRIM 12" CHU WALL HDWD NEWEL G 5TL CHANNEL STRINGER GUARDRAIL TYPICAL CORNER STONE FACING PANEL NDWD MOULDING WALL MOUNTED HDWD HANDRAIL HD/ND NEWEL --- -STONE FACING PANEL HDWD MOULDIN SHIM STONE BASE /SKIRT TR DETAIL SCALE: 1 1/2" = 1' -0" • TOP RAIL HANDRAIL • SUPPORT BRAGKE-T-- 11" BALLUSTER BOTTOM RAI - ----� PAVERS ON CONCRETE DECK AND TREADS -- STRINGER-- 0 1r tn DETAIL SCALE: 1 V2" a r —O" 4 x 4 POST *a NEWEL ' 11' TYP ExTERJOR 5TAIR AND HANDRAIL le 15 NDW D TOP R (2) 5/8" 4> BOLTS THROUGH EA 4 x 4 POST, SOLID BLKG AND 5TL CHANNEL W/ SPACNI AS SHOWN DETAIL SCALE: 1 1/2" = T -O" SLOPED STL RISERS 3 "DIA TOP R 1/2" SO BALLUSTERS a 4.5" O.G. MAX - CONNECTOR PLATES WELD TO CHANNEL BOLT TO EA SIDE OF POST 2 1/2" 50 HDWD POSE H•WD STONE TRI STONE FACING PANE"' 5/8" TYPE X &1^1 2 x 4 STUD WALL SINN 4 x 4 POSTS AT EA NEWEL Cr of VW gliatED DEC pia , • toto CONT SOLID BLOCKING 5/8" 4) BOLT THROUGH EA 4 x 4 POST, SOLID SLKG AND STL CHANNEL 3 NOTE: CEMENTIOUS FIREPROOFING SPRAY APPLIED TO STL STAIRS, STRINGERS AND POSTS FOR ONE -HOUR PROTECTION 1/2" X 3" STL POS - B /8" X 2'' BOTTOM R 0034M 1 y" LEAR STL CHANNEL STRINGER +/ - T � 2 yz" VERIFY 2'' MAX 3' -5" CLEAR MIN. HDWD MOULDING STONE TILE 5TL PAN TREAD 4 LANDING W/ LT WT GONG FILL 3' -5" CLEAR FINISH WIDTI 4' " R.O /. CONT. 2 x 4 P.T. SILL PLAT W/ 5/8" m ANCHOR BOLTS AT 4-0" O G MAX (MIN 2 PER PLATE) THICKENED SLAB DETAIL SCALE: 1 1/2" = -O" 2" DIA HANDRAIL CONNECTOR PLATES EA SID OF SUPPORT ARM \ ,..„.__________ INELD TO HANDRAIL SUPPORT ARM. BOLT BETWE CONNECTOR PLATES WELD TO POST STONE PAVERS x .et \N 5% PAN TREAD WI LT WT GONG FILL STL CHANNEL STRINGER 3' - 4" OVERALL STAIR WIDTH NEWEL POST BEYOND EXTERIOR STAIR - LANDING AND GUARDRAIL 4 t 4- • c�.nwr.�r .A-r�...•��r �i ww.WM • w.rr.a.r —'- i ...1117" WW1 4‘0411t4.1' 4 1 I, NEWTON ASSOCIATES ARCHITECTS 12213 SEAT''LE, (206) (206) NewtonAssocia • PENSMORE AVE N. wA 18133 363 -5806 364 -6418 FAX t.net DATE: PERMIT SET: 8/8/03 ten, oProte.",., , AUG 1 �,c,L 7 .441117 TEk SHEET A3 HANDRAIL.- IK >- 11"13 5TL � EMBED IN THICKENED CONC SLAB HDIND MOULDING, STONE BASE TRIM THICKENED SLAB d f ELEVATION OF FREESTANDING NEWEL TOP OF R A LNG TOP OF RAILING TOP OF GONG FIN FLR • V. ." I lk TOP OF I GONG 1' e• 1 w 0 iii —i i � - 111 111 1 I 1 1 I I — I 11 1► . a 1 —� � � - ii— iii_iii- iii— ii►__iii EXTERIOR RAMP ELEVATION OF NEV EL I, 1 1/+' DIA PIPE RAIL NGS AND PO5 EMBED POST b" MIN FILL. CAVITY W/ NON - 5HR NK GROUT CON' I?AMP SLOPE ., S 1.12 SLOPE LANDINGS 50 NO WATER AGCUMU‘..ATES 'I I I I i — I i I 11 =III 1 11 =1 11= CONCRETE AND REINFORCING PER DETAIL 1/53.2 HDWD CAP- HDWD STILE AND RAIL TRIM - HDWD RECESSED 'PANEL (ExcEPT ON FACE ACCEPTING NEWEL) STONE TRI STONE FACING PANEL 5/8" TYPE X GAB 4 X 4 HDWD MOULDI STONE BASE TRIM ----�, HIGKENED 5LA DETAIL SCALE: 1 1/2" = 1' -0" SECTION OF NEWEL O IBALLUSTER ' CONNECTOR aLATES --- AND SOLTS 4 " $TONE TRIM 12" CHU WALL HDWD NEWEL G 5TL CHANNEL STRINGER GUARDRAIL TYPICAL CORNER STONE FACING PANEL NDWD MOULDING WALL MOUNTED HDWD HANDRAIL HD/ND NEWEL --- -STONE FACING PANEL HDWD MOULDIN SHIM STONE BASE /SKIRT TR DETAIL SCALE: 1 1/2" = 1' -0" • TOP RAIL HANDRAIL • SUPPORT BRAGKE-T-- 11" BALLUSTER BOTTOM RAI - ----� PAVERS ON CONCRETE DECK AND TREADS -- STRINGER-- 0 1r tn DETAIL SCALE: 1 V2" a r —O" 4 x 4 POST *a NEWEL ' 11' TYP ExTERJOR 5TAIR AND HANDRAIL le 15 NDW D TOP R (2) 5/8" 4> BOLTS THROUGH EA 4 x 4 POST, SOLID BLKG AND 5TL CHANNEL W/ SPACNI AS SHOWN DETAIL SCALE: 1 1/2" = T -O" SLOPED STL RISERS 3 "DIA TOP R 1/2" SO BALLUSTERS a 4.5" O.G. MAX - CONNECTOR PLATES WELD TO CHANNEL BOLT TO EA SIDE OF POST 2 1/2" 50 HDWD POSE H•WD STONE TRI STONE FACING PANE"' 5/8" TYPE X &1^1 2 x 4 STUD WALL SINN 4 x 4 POSTS AT EA NEWEL Cr of VW gliatED DEC pia , • toto CONT SOLID BLOCKING 5/8" 4) BOLT THROUGH EA 4 x 4 POST, SOLID SLKG AND STL CHANNEL 3 NOTE: CEMENTIOUS FIREPROOFING SPRAY APPLIED TO STL STAIRS, STRINGERS AND POSTS FOR ONE -HOUR PROTECTION 1/2" X 3" STL POS - B /8" X 2'' BOTTOM R 0034M 1 y" LEAR STL CHANNEL STRINGER +/ - T � 2 yz" VERIFY 2'' MAX 3' -5" CLEAR MIN. HDWD MOULDING STONE TILE 5TL PAN TREAD 4 LANDING W/ LT WT GONG FILL 3' -5" CLEAR FINISH WIDTI 4' " R.O /. CONT. 2 x 4 P.T. SILL PLAT W/ 5/8" m ANCHOR BOLTS AT 4-0" O G MAX (MIN 2 PER PLATE) THICKENED SLAB DETAIL SCALE: 1 1/2" = -O" 2" DIA HANDRAIL CONNECTOR PLATES EA SID OF SUPPORT ARM \ ,..„.__________ INELD TO HANDRAIL SUPPORT ARM. BOLT BETWE CONNECTOR PLATES WELD TO POST STONE PAVERS x .et \N 5% PAN TREAD WI LT WT GONG FILL STL CHANNEL STRINGER 3' - 4" OVERALL STAIR WIDTH NEWEL POST BEYOND EXTERIOR STAIR - LANDING AND GUARDRAIL 4 t 4- • c�.nwr.�r .A-r�...•��r �i ww.WM • w.rr.a.r —'- i ...1117" WW1 4‘0411t4.1' 4 1 I, I I .LED GRAF L AND ADMI SSd Avenue Say NEWTON ASSOCIATES ARCHITECTS 12213 DENSMORE AVE. N SEATTLE, WA 48133 (206) 363 -5806 (206) 3644448 FAX NewtonAssoclates@ATTBI.GOM ��_... _ 4457 REGISTERED ARCHITECT 7f, 0 2'P L) � , M,�k�Rt f R. �Vta �. STATE OF WASHINGTON DATE PERMT SET 8/8/03 AUG 1 i 20o3 PreffMn- S+$EET A3.4.3 3 =t = := CURB AND TRIM AT STAGE StYOND 0 12' BOTTOM FL ANbE OF FUTURE ELEVATOR HOIST BEAM 2x4 STUD SHAFT WALL W/ 5/8" TYPE x GWB EA 31DL EXTEND 6WB DOWN OVER PLATE 3 x GONT. PLATE W/ COUNTERSUNK ANCHOR BOLTS PER STRUCT CML' BOND BEAM Hi REINF PER STRUCT EDGE or COUNTERTOP 5" CMU SHAFT WAPELOW OF COUNTERTOP BELOW PL`r'WD HDWD TREAD W/ 1/2 ' RADIUS NOSING H RISER PANEL A N./ ANGLED SHIM 2 x NAILERS BRICK VENEER EDGE OF COUNTERTOP BELOW COUNT FIRE POOR GUIDE AAC BLOCK. NOTCH FOR DOOR GUIDE VERIFY DIMS W/ POOR M FR. F ACE OF AAC, WALL BELOI^!• ---- -� r-- 4" AAC BLOCK -- ---- -mo ► �� PARTITION AT 01 . � : * MAIL ROOM H•WD FLOORING ON 3/4" PLYWD SUBFL 2 x J015T5 AND BLK PR TD SLEEP DETAIL SCALE: 1 1/2" = 1' -0" I��.r �I � Ij I:" U if l ii II - r A DETAIL SCALE: 1 1/2" = 1 -0" DETAIL a SCALE: 1 1/2" i 1'-0 ' 4 • 4 . • PLYWD SHEATHING 2 x CONT. PLATE 2 x 4 STUD SHAFT WALL W/ 5/8" TYPE x bWB EA SIDE HDWD MOULDING AT TOP OF CURB HDWD -RIM HDWD PANEL HDWD BASE MOULD CONC SLAB CONC SLAB ON STL DECK EXTEND TO FACE OF SHAFT WALL AT FUTURE ELEVATOR POOR LOCATION -- 5TL PLATE W/ HEADED STUDS PER STRUCT. WELD TO DECK LOBBY WALL: BRICK VENEER ON 6' AAC BLOCK 6" AAC, BLOCK RECESS WALL • • Ii i $RICK VE DETAIL SCALE: 1 1/2" = DETAIL 1 0 SCALE: 11/2" g 1' -0" GONT. PLATE ?N/ COUNTERSUNK ANCHOR DOLTS PER STRUCT AAG if BLOCK BOND BEAM W/ REINF PER STRUCT RECESS FOR FOLDING SECURITY GATE VERIFY REQUIRED WIDTH AND DEPTH W/ MFR. MAINTAIN ONE -HOUR FIRE RATING OF LOBBY WALL WITHIN RECESS PLYWD SHEATHING TRUSS CHORD BEYOND 6" AAC BLOCK SHAFT WALL CMU WALL AT ELEVATOR SHAFT TEMPORARY FLOOR CONC SLAB ON STL DE STL ANGLE PER STRUG $" CMU SHAFT WALL . BRICK VENEER . NOTE: GATE SHALL EXTEND ACROSS LOBBY TO WEST WALL TO WALL MOUNTED LOOKING DEVISE PER MFG REG Po 3 ‘• • • p 7016 CITY OF TUK*LA APPRRCNE0 DEC 10 2003 AS NO1131 Dfv 416 PLYWD SHEATHIN& CONT. PLATE W/ COUNTERSUNK ANCHOR 19OLT5 PER STRUCT TRUSS CHORD BEYOND CMU BOND BEAM W/ REINF PER STRUCT 6 " CMU SHAFT WALL FINISH FLOORING • CONC SLAB ON STL DECK F LR JOIST ANGLE BRICK VENEER 6" AAC BLOCK WALL W00D SHELVING ---� AAC COUNTER SUPPORT WALL FACE OF COUTERTOP ABOVE M • I 1 w NEY*ITON ASSOCIATES ARCHITECTS 12213 SEATTLE, :206)363-5806 (2O6) NewtonAssociat DENSMORE AVE. N. WA Q8133 364 -6408 FAX soco TOGASt.net e . c._. , :.:, ' DATE: PERMIT SET: 8/8/03 tVN r A 1 r A4•1 1 w 5 /AX TO t'AUCET t'i z QI i Cif x L _ - SOUTH EAST EAST x ■ PLASTER-- ALCOVE WALE GRAS BAR- SOUTH in BASEMENT WOMEN'S BOOM TOP OFADJPLiP., PLASTEIR CERAMIC �.�~ TILE TRI 21 -O „ MIN WATER , COOLER SLOPE SHOrNER FLOOR TO DRArN 1 SHOWER HEA Z TOP OF GRA A R TOP OF 7R AN �`� -�- --- MIRROR ni..E TRIM SAN -- --PLASTER T ej CERAMIC TIL NEST NORTH NORTH l J Ammo WEST C • WATER C.00LER ALCOVE BASEMENT SHOWER ROOM MIRROR COUNTER MIRROR SHELF W/ CLOTHES = HOOK5 O CURB • MANUFACTURER'S RECOMMENDED RECESS r4EI014T TO MEET ADA REQUIREMENTS t =- r NORTH EAST TOILET $ SHOYVER ROOM NOTES: DO NOT SCALE OFF DRAWINGS l BASEMENT MEN'S ROOM Dimensi d�^na inside to7at room are to Face . of masonry walls. Cierarnic tiles finish is assumed of 3/4" thickness. Flop rhq: Ceramic t with coved tra to wall Nall finish: Ceramic the to height shown on elevations with piaster above. Grob bars: Provide as shown in plan and elevations. Grab bars shall be 1 -1/4" to 1 -1/2" In diameter and shall have 1 - 1/2 .clecrance to walls. Structural strength shall comply wi th WA State Amendments to the USG section 1106.11.11.3 Shower seat: a seat as shown in the plans and elevations shall be provided foe but not Instcalled at this time_ All necessary reinforcing and /or backing shall be provided for Future Installation. Mirror: mount mirror in toilet and shower rooms as shown Toilet paper holder: provide recessed into Noll os shover. Other accessories: mount other accessories such as paper towel dispensers, to be , 3rcessiole (no higher than 40" above floor). Protection: Exposed hot water and drainpipes under by counter shall be insulated or otherwise covered and there shall be no sharp or abrasive surfaces. se z91 GRAB BAR f GRAB BARS - TYP IN EACH ACCESSIBLE TOILET STALL. SEE ELEVATION ABOVE FOR MOUNTING HT SCALE: 1/4' s 1'-0" SHOWER -0" 3 -2 I a 14 ,_ 8 , SOUTH WEST J P, • WALL RECESS FOR WATER COOLER BASEMENT LEVEL TOILET ROOMS C AMIc TN. O F 1' -O "MIN GRAB BAR - ----.� . i En "MIN FIRST FLOOR Y4OMEN'S_ROOM WITH TYPICAL NOTES AND DIMENSIONS MAIN FLOOR MEN'S ROOM jea NORTH SOUTH SOUTH NORTH SCALE: 1/4" * / -O" ME f- t 0-- URINAL ■ .l • — *-- -N -- 4410444444— A' CERAMIC TILE TRIM EAN - � MIRROR ••- LAVS CERAMIC TILE - COVE BASE - CERAMIC TILE -`" LAV COUNTER Al APRON CERAMIC TILE LAY COUNTER W/ APRON - sI 1N OME D N TOILET STALL PLASTER PARTITION (NEST EAST L 1 EAST WEST 1- Q"MAX 3I_6 , — &RAF3 BARS n) CITY OF nmodu APPROVED DEC 10 2803 AS WILD cTl FIRST LEVEL TOILET ROOMS • V 4 1 I I 1 NEWTON ASSOCIATES ARCHITECTS 12213 SEATTLE, (206)363-580f) (206) NewtonAssoacitesecomcast.net DENSMORE AVE. N. WA q8i 3 364 -6448 FAX fk() PATE: PERMIT SET, EV ENO3 REGENED ON Or TIN A/11. A AUG 19 2003 PERMIT CENTER - *CET A4.2 i SCALE- 1/4 1 _� PLASTE Sorry- DIFFUSER GR:LLE VERIFY LOCATION AND SIZE w/ MECH TYPICAL MALL FACING SOUTH o \ 4 MEETING HALL ELEVATIONS RECEPTION W ADJUSTABLE SHELVN PIASTER I F ACIN6 NORTH FACING WEST VINYL BASE N WINDOW TYPICAL WALL W/ WINDOW r1!NDOW FACING SOUTH BRICK VENEER 4" AAC BLOCK PARTITION A/ HARDWOOD CAF' CABINETS AND COUNTERTOP BRICK VENEER PLASTER ---. SOFFIT I 3' - WALL WITH DOOR TYPICAL OFFCE ELEVATIONS PLASTE FACING HEST CON RAMP AND LANDIN ,s PLASTER FACING EAST COUNTER AT RECEPTION WOW 4" AAC BLOCK PARTITION W/ HARDWOOD CAP FACING NORTH (.4 SCALE: 1/4" = 1' -O" OPEN OFFCE ELEVATIONS / WINDOW BRICK VENEER BRICK SOLDIER DOUR BRICK AR Cr+1�` BRIC S.G. BRICK VENE WALL N/ DOOR AND SIDEUTE a PAGING NORTH FACING WEST STAGE ELEVATIONS PLASTE CONFERENCE ROOM ELEVATIONS •RICK !OLPIER COURSE WINDOW FACING EAST moodiNW PLASTER BRICK SOLDIER COURSE FACING SOUTH ■■••„ BRICK RELIEF SCULPTU • GLASS BLOCK SIDELIT i BRICK VENE FACING EAST PLASTER PLASTER (p OPEN OFFCE SACE •M FACING NORTH FACING EAST • ln', .rI I..'_, • 0 CM Of TAW APPPAvED DEC 10 2003 As with OUTLINE OF ARCH BEYOND \ i ww mot