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HomeMy WebLinkAboutPermit D03-259 - TUKWILA SCHOOL DISTRICT - OFFICE BUILDINGTUKWILA SCHOOL DISTRICT 4640 SOUTH 144T" STREET D03 -259 z z re W 6 UO NO cn W 1— WO 2 gQ co d W Z� 1— O Z 1- W U� O5 a 1- W W. H u. H — O ..Z U= F. Z Building Permit No.: Parcel No.: Occupant/Tenant: Property Owner: Expiration Date: City of �'ukwila Department of Community Development Steve Lancaster, Director TEMPORARY CERTIFICATE OF OCCUPANCY This Certificate is hereby issued pursuant to the requirements of Section 110.3 of the International Building Code, 2003 Edition. At the time of issuance of this Temporary Certificate of Occupancy, the portions of the building described below passed a final inspection and was in compliance with various ordinances of the City regulating building construction and use for the following: D03 -259 152304 -9108 Tukwila School District South Central School District 406 September 3, 2004 Building Official � Date Steven M. Mullet, Mayor Occupancy Group: B, A - Description of Use: Type of Construction: Design Occupant Load: ae zevg Office VN 118 The building official may, suspend or revoke this temporary certificate of occupancy whenever the certificate is issued in error, or on the basis of incorrect information supplied, or when it is determined that the building or portion thereof is in violation of any ordinance or regulation or any of the provisions of the Building Code. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 tq se.re.awurin Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1523049108 Address: 4640 S 144 ST TUKW Suite No: TUKWILA SCHOOL DISTRICT 4640 S 144 ST, TUKWILA, WA SOUTH CENTRAL SCH DIST 406 4640 144TH ST, SEATTLE WA CRAIG MCCLELLAND 724 COLUMBIA ST NW, SUITE 400, OLYMPIA WA Contractor: Name: PELLCO CONSTRUCTION INC Address: P.O. BOX 82586, KENMORE, WA Contractor License No: PELLCI *038QC DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 7,767 SF SINGLE FLOOR WOOD FRAMED OFFICE BUILDING. PROJECT ON VALVUE SEWER AND WATER DISTRICT #125 WATER. PUBLIC WORKS TYPE C CONSTRUCTION PERMIT COVERS THE FOLLOWING ACTIVITIES: TEMP CONSTRUCTION ENTRANCE, SDWK RESTORATION, REMOVAL OF TWO STREET TREE STUMPS, PLANTING OF TWO STREET TREES, LAND ALTERING, STORM DRAINAGE,STREET USE, RPBA ON DOMESTIC WATER WITH A HOT BOX AND LANDSCAPE IRRIGATION. Value of Construction: $ $539,599.74 Type of Fire Protection: AUTO FIRE ALARM Type of Construction: VN Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y 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: N N N Y Y N N N Y N DEVELOPMENT PERMIT Number: 0 Start Time: Volumes: Cut Start Time: Private: N Profit: N D03 -259 Permit Number: Issue Date: Permit Expires On: Phone: Phone: 360 943 -4650 Phone: Expiration Date:11 /01/2005 D03 -259 12/22/2003 06/19/2004 Fees Collected: $9,823.94 Uniform Building Code Edition: 1997 Occupancy per UBC: 16 Size (Inches): 0 End Time: 1620 c.y. Fill 335 c.y. End Time: Public: N Non - Profit: N Printed: 12 -22 -2003 , . .. ,; Mf,l F:::. s.'. r:: u.. i..:;; 6� .'•::w'ii.;:..d:� ±u. +::z':s ?:::: `.�iir+.� Water Main Extension: City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Water Meter: Y doc: Devperm N Private: N Public: N ** Continued Next Page ** D03 -259 Printed: 12 -22 -2003 doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: D03 -259 Date: /- ;;: �3 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 ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature:�� Date: t11.2 yey5 Print Name: ‘- 1A3 k•.do 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. Printed: 12 -22 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1523049108 Address: 4640 S 144 ST TUKW Suite No: Tenant: TUKWILA SCHOOL DISTRICT PERMIT CONDITIONS Permit Number: D03 -259 Status: ISSUED Applied Date: 08/21/2003 Issue Date: 12/22/2003 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: 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. 9: 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. 10: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12: 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. 13: 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. 14: 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). 15: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 16: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be doc: Conditions D03 -259 Printed: 12 -22 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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. 17: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 18: ** *FIRE DEPARTMENT CONDITIONS * ** 19: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 20: 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) 21: 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. 22: 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) 23: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 24: Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1003.3.1.5) 25: 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) 26: 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) 27: 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) 28: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 29: Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) 30: 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) 31: 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) 32: Exit doors from a group A, E or I occupancy having an occupant load of 50 or more shall not be provided with a latch or doe: Conditions D03 -259 Printed: 12 -22 -2003 '!'. �Yi✓. r�. w6\` IC!•l.l f; Y .:. .- r.{'niiM!M� "9!;}Tu±:Net ^; i1�11•i+N4't^�fir. �t5�I�F' fY^ �: v.,{ f�x�ii�YY .'j'd}Fk'h _ City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 lock unless it is panic hardware. (UBC 1007.2.5, 1007 -3.10, 1007.5.8) 33: 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) 34: 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) 35: Overcrowding an admittance of persons beyond the approved posted capacity are prohibited. (UFC 2501.16.3) 36: The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of it's failure, illumination shall be automatically provided from an emergency system for Group I, Divisions 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) 37: Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) 38: 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 accordance with the electrical code. (UBC 1003.2.8.5) 39: Exit doors shall be maintained in accordance with Section 1207. Exit doors shall be maintained in an operable conditino. Doors installed as part of required fire assemblies shall be maintained in accordance with Section 1112.2. (UFC 1207.1) 40: 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. 41: 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) 42: 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) 43: Local U.L. central station supervision is required. (City Ordinance #1900) 44: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1900) 45: 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 1001.3) 46: Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #1900) 47: 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) doc: Conditions A D03 -259 Printed: 12 -22 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 48: Fire alarm systems shall be maintained in an operative condition at all times. Fire alarm systems and their component parts shall be inspected and tested per manufacturer's specifications and N.F.P.A. 72 at a minimum frequency of every twelve months. A copy of inspection, test and maintenance records shall be forwarded to the Tukwila Fire Prevention Bureau. (NFPA 72 (7 -3.2, 7- 3,2,1)) (City Ordinance #1900) 49: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) 50: 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) 51: 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). 52: 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) 53: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 54: 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) 55: 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. 56: 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) 57: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 58: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 59: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 60: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 61: CONTRACTOR SHALL SCHEDULE A PRE - CONSTRUCTION MEETING WITH PUBLIC WORKS UTILITIES INSPECTOR, MR GREG VILLANUEVA AT (206)433 -0179 OR (206)571 -6321 (CELL). Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 62: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plan submitted on NOV 14, 2003 to Public Works by the contractor was REVISEED BY PUBLIC WORKS. SETUP OF TRAFFIC CONTROL MEASURES SHALL BE APPROVED IN THE FIELD BY PUBLIC WORKS UTILITIES INSPECTOR. 63: 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. doc: Conditions D03 -259 jH Aewnieryeenyr.----- - - ---- w, Printed: 12 -22 -2003 u�5?Y'f!. " ",rstkW!,4'Rrtdi slfitat)Y v +i, 4:0:4 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 64: Any material spilled onto any street shall be cleaned up immediately. 65: ANY CONTRUCTOR PERFORMING WORK INSIDE THE CITY RIGHT OF WAY SHALL OBTAIN A Business License with the City of Tukwila: PLEASE CALL CITY CLERK'S OFFICE AT (206) 433 -1800. 66: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 67: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 68: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 69: The 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. 70: It shall be verified in writing to the Utilities Inspector that the landscape irrigation system contains a State Department of Health approved double check valve assembly. This shall be done prior to the Final Inspection. 71: Applicant shall follow all recommendations outlined in the acoustic report prepared by Basel H Jurdy dated November 5, 2003. 72: PRIOR TO FINAL SIGNOFF APPLICANT SHALL SUBMIT A TWO (2) YEAR MAINTENANCE BOND FOR WORK PERFORMED INSIDE THE CITY RIGHT OF WAY INCLUDING STREET TREES PLANTING. 73: 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. 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. Signatur Print Name:-... A. i LIN Y.L■11_.\%. doc: Conditions D03 -259 Date: R/ Printed: 12 -22 -2003 L ? }'u�:z�.51i: )}.: eY r +:�rl ?«C'L•`}:Yi.�. ^. � } }'.j,: King Co Assessor's Tax No.: /523 - 9 /OG -co Site Address: Ili jt�y 7ouTN /4'4, $TacaT, nAs..,Vq Suite Number: Floor. Tenant Name: .34^4004. o1a New Tenant: []....Yes ®..No Property Owners Name: - AAA #se. • ofsptie ((!se4. Vie,.r de Coo Mailing Address: 6360 50 4 7 1 4 e e "Tv rL 84.4 . s 2/2, Tuku/ 4.A% 1i/A 98/88 Zip Name: Ca..., c. e e ed.t■•.i Mailing Address: 72 Co A 37. NW, 1 100 Oty0Apisa, 1.h4 28s0/ State Zip E -Mail Address: C it 4 C C' C3.NS S r d. e o � �'{� \j" ,i �; y� A • ' : G )Y ' �r +4 \ ,.' i'1 � T, ✓s LM ..CM i .�l,... +L.••: -� �f i}.�... f q I k,� y° d' • • l • 'cf�' A ' . " T .,t� w. .�,r �. a. y',� _,y,•,; : • • �• {t SST �, �• ,� w �. ,:. {, y T... l%: ra '�- �• +•�•"IUV ` t -c n" = fill• .:s^�i.,)`.d'..a,C�.c:C c..�:i4.r. .:° sE., a:: :s..a?�5....�'W.r�t��on'.r+:''" .tm.:.i;. � .�x�.:...�..d�i[ C .�.,�.�.� Company Name: Mailing Address: City Day Telephone: Fax Number: Contact Person: E -Mail Address: 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 ** Company Name: C3.1. rz.,,a rs z3R ..,„,T Mailing Address: 7211 C. o t..0 r 0,. sr It ac T ! 144.), •S''T City Contact Person: - • E Mail Address: C O a. e o•% Company Name: /IC Mailing Address: Vppliationatpennit application (3 -2003) 3/2003 CITY OF TUKWIL4 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Contact Person: C N A [.. e s a 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** ti fe cdc.Jo.r t7 r 4ea te77a E -Mail Address: Page 1 City Day Telephone: ( 348) 9 y3 -44 045 city �i'h'A✓t?cYfi�+mY�r +c.nru.3a: <<.n�+�.. "M+c�' ; t . <�.� ksrs.' C �'. nnfa� ,K;`�t��rY?lrj��r�;t� {a,:?i"E. R c .rt af.w 'nu!k!i"�?.:� r � � x .'n:.a �, �a'.:., ,.9�`..,:........._........... ✓ g/"rc.40p4 az R, State Fax Number: (346) 357- 90 2 2 State Zip ybO, O 4. y ..,p„m 4 e WA 98515/ Day Telephone: (344) 94/ 3 - y4 So Fax Number: (34o) 35'7- 90 Z 2 A 28Sod. City State Zip Day Telephone: (340) 75 ' ' 933 9 Fax Number: C34o 0) 35 Z - 20 y 4e . • r-, v". • :'!:'x � t � .k } i .y 'Y•i . .. i r. . , • �..,r:�• . , { ..,. F..:.: P,. e, �{• �i'�Tri"' 'r a"F. .1�y =vya . 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L� . i`.E Y.. .. � �; .z~r 4.JF- rr ^: � i.. , x� .a.._: n ^ _:. rx r �.•+' -f . -,. tV`ia =n 1 •t_ ` 'r+f i�•.� , . �• y L!l,;a. 5%. �l. r!'� 1 r n i_•, , r` SF "5' ' F .� a:, �k � `t' ,`; r�' ^ +�� r � 4 , t 1u�1 - 7 >, �•..St f} 9 Sif y. t . 1 " - _ .II .a - - ' '_ + j. � _. il "[I .r x'71 +,t , " . , Q .'' y Y��it�:'-r � f � - _ ' R .�L �. �1 {(� 'T1�' � ''�. i 1 - ?F 1 N. ;5� 5" . •li' .: ;; °; i. t x rs; _1- S4l''.+ r•- T • f 4'.'1 ' iL=y2±7"� itir ... 11 '1s ajK -' tifei • x .•r _¢� . v cs . : _� !'lt`3f$4, -, ,•�'.- Y if:). ' 1 r,.. , +�li *. ice -:r Lf� y , : .YG'., r :, a.. ,.� • its : .. :.fir.':4, , . H4V r ,. -., ,4.141x. • Att c rtdt tr F - 1 _._ • C491C wµ 9 9 ‚ -1 :N.V acriT • .F.'• ' r. Valuation of Project (contractor's bid priev):. S . (, . / 1, 737 EsrM Exii stin L...iding Valuation: $ —3/4 if 87 Scope of Work (please provide detailed information): CaN�r�st✓a. „I of A r,► Lam& # 7 7414 61,4.1 c fl`.otL, 1.✓0o /: r%wiii c a omit c DUP.. p,../ c Will there be new rack storage? ❑ :.Yes PLANNING DIVISION: Single -family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area 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: 107 Compact: Handicap: 1 1 Will there be a change in use? D ....Yes (q,..No If "yes ", explain: FIRE PROTEC'TION/HAZARDOUS MATERIALS: ❑.. Sprinklers tia..Automatic Fire Alarm ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes N .. No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. a appiiwions\peltnit application (3 -2003) 3/2003 o If "yes ", see Handout No. • for requirements. Page 2 1•4 to y ; _a ■.!' �' � * (` ^.t . ��i .r.• ° .!`.' -�: Scope of Work (please provide detailed u. ,rmation): /y o; e, • ttar • •► Water District ❑ ...Tukwila . • la... Water District #125 ❑ Highlinc ❑ ...Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Proyided ❑ ...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): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easements) ❑ .. Maintenance Agreement(s) 0... Hold Harmless Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill • ❑ ..:Sanitary Side Sewer ❑...Cap or Remove Utilities ❑...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water El —Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. " ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public Vpplicationsiferrnit 1ppilptioa (3 -2003) 3/2003 cubic yards ❑ .. Work in Flood Zone cubic yards ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ :. Pavement Cut ❑ .. Looped Fire Line If Call before you Dig: 1- 800 - 424 -5555 WO# WO# WO# Private Private Page 3 r4 w.' DP • u t " ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑...Traffic Impact Analysis ❑ .. Grease Interceptor ❑ .. Channclization ❑ .. Trench Excavation ❑ .: Utility Undcrgrounding ❑ ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zp -:- -. .,: ^.-._ ,: r,;c.p,_ ...� -. i s _ _ \. ._ r h. r/ r .1j ..$1*; •: - _;,.,_ E .. . �. �1 � Lam ''. Furnace<I00K BTU . -.a te _r _. Qtii ;+ :; - _ .. ,.. C :r. ' :.;;'..,_ .i i�:r I�r :_,U : 1.,4 i to .+�: - � t _ t -...'a,• ." " QtYi-I _ _ . - i' .Unit•:Tili �-::ar ,tea.• r >�:., it '3 (4YV; _ - _ ;: �.. r .,,. ',•,� `_.: �BoYO C00. r.. ',�t,- _ , :QtY;• Air Handling Unit x-10,000 CFM Other echanical Equipment 0-3 HP /100,000 BTU Furnaev100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU 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 <= I0,000 CFM Incinerator — Comm/Ind Te`' -ra.0 �C F; t" Pl�1,"-. 1 lri..es r" ..n_ ^t ;Nja z� �_ Cir01 - w : . 1 i� : .ki�'i ;t�: :i�'u��:�i•�r.�.�T.,� 1(�: Vii.), ; , i _ .. J .,r`. i '4`r,�. �a;��.` :_�': ".� �; ::i .v'"•'t•: :.' ;,,,; . .'{I` ..:? ifs. iii•, x.: �.i::7:.•::_;.r ... SSA: ��> :...c�a�_•. fkd:. '+y'_::. iii.. a��� ..e�en�wi�,- '11auT.:.�vt':i��.• MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Day Telephone: Fax Number: Contact Person: E -Mail Address: 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 ....E Replacement .... Commercial: • New ....❑ Replacement .... Fuel Type: Electric [J Gas ....❑ Other: Indicate type of mechanical work being installed and the quantity below: ` t� -w; .2,. � -• t�v �' ynT�� -rr� ti�- ;fi':r.y:se 1 . '.,'^!i . � '\.�� -t_ IC's '.v *r t- i3..:.:'.�•_. J •- l��j,,,a *.;�''Ti H i % ..� y q `.�.-1;. t3 •� - .•'��ll: a -" . �': A s. J. . ..t.'• - �.I ' t '� ••° `:.. �: w �tt r..- �. tt :3::.fi�d�i�.+?�i:i.. + .ryyz , � v::� Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may 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 THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR TH[S PERMIT. BUILDING OWNE Signature: R AUT ZEE, A Print Name: rz. C. Mee Mailing Address: 72 Date Application Accepted: c %appliatiomNpe nit application ( 3.2003) 32003 Day Telephone: (3 40) 21 "e 456 ne^ >z NW 04. •4 —sr% 98501 Date Application Expires: Page 4 Cit ell Date: 6)/2 0/0 3 State Zip Staff Ini City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z RECEIPT : Z W Parcel No.: 1523049108 Permit Number: D03 -259 Address: 4640 S 144 ST TUKW Status: ISSUED , a Suite No: Applied Date: 08/21/2003 0 Ili Applicant: TUKWILA SCHOOL DISTRICT Issue Date: 12/22/2003 -J H tn Li_ 'Li O 2 Receipt No.: R04 - 00934 Payment Amount: 457.75 U c d Initials: SKS Payment Date: 07/21/2004 03:41 PM H W User ID: 1165 Balance: $0.00 z t— 0 z I— W 2 U � O N o 1- 111 1 0 Type Method Description Amount LL O Payment Check 10359 457.75 tj,j �, U = 0I- z Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt PELLCO CONSTRUCTION, INC. PW ADDL PERMIT /INSP FEE Account Code Current Pmts 000/342.400 457.75 Total: 457,75 2990 07/22 9710 TOTAL 457.75 Printed: 07 -21 -2004 .... :: 5v : - ....�_...,.�z' ». -..::� µms...... «. ,...... . 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 1523049106 4414 S 144 ST TUKW TUKWILA SCHOOL DISTRICT R03 -01030 SKS 1165 TUKWILA SCHOOL DISTRICT #406 TRANSACTION LIST: Type Method Description Payment Check PLAN CHECK - NONRES 3727 RECEIPT Account Code 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 2,225.44 Current Pmts 2,225.44 Total: 2,225.44 D03 -259 PENDING 08/21/2003 2,225.44 N/27 Vj.ai TITTA 222744 08/21/2003 04:38 PM $7,598.50 Printed: 08 -21 -2003 «+: i.:< iw.. :.:akali:Ati,'?,..:eu ..x!�a;::.f9,� .Ina Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: City of Tukwila 1523049106 4414 S 144 ST TUKW R03 -01031 SKS 1165 BJSS DUARTE BRYANT TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description doc: Receipt Payment 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 TUKWILA SCHOOL DISTRICT Check 21789 PW BASE APPLICATION FEE PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PLAN REVIEW Description RECEIPT Account Code 000/322.100 000/342.400 000/345.830 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 2,130.56 Payment Date: 08/21/2003 04:40 PM Balance: $5,467.94 Amount 2,130.56 Current Pmts 250.00 .31 49.25 1,831.00 Total: 2,130.56 D03 -259 PENDING 08/21/2003 . , 32727 't71.0 TOTAL. 110 S:6 Printed: 08 -21 -2003 ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1523049108 Permit Number: D03 -259 Address: 4640 S 144 ST TUKW Status: APPROVED Suite No: Applied Date: 08/21/2003 Applicant: TUKWILA SCHOOL DISTRICT Issue Date: Receipt No.: R03 -01458 Payment Amount: 5,467.94 Initials: SKS Payment Date: 12/09/2003 03:26 PM User ID: 1165 Balance: $0.00 Payee: TUKWILA SCHOOL DISTRICT TRANSACTION LIST: Type Method Description Amount Payment Check 220852 5,467.94 BUILDING - NONRES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE RECEIPT Account Code Current Pmts 000/322.100 000/342.400 000/342.400 000/386.904 3,423.75 208.69 1,831.00 4.50 Total: 5,467.94 r i 4 49 12/09 9716 TOTAL 5467.94 Printed: 12 -09 -2003 i. :ti.'-0.W.' w w t...e ,. •• a. 6w. i:;._ �t. 8: dkuk�ntdr: ira;'°' �i' hctrw` �i': A' itl:,•'. ��t? 'lii!;i�';ecY.h:.'rlavki:;rti Pro'e ,� �u �i.�,,.r�� c �r.��� / ✓r? iType of Inspection: ' 3 — Iii Address: 4 /(p : ;, /9 — Date Called: ----�, Special Instructions: Date Wan t __...2,7, �a:m`'. Requester: Phone No: INSPECTION RECORD Retain a copy with permit ECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 / Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector: Date:f $4 . e e - ItEINSPECTIQ FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: (Date: Project:' Vie, - / ,�"�y 5 Lip/ i'f e of Inspection: .. 4 7/ , ' 4Y 6"7 4 — Addres. >r._ ate Called: �� Speal Ins ructions: Date Wanted: a.m. Requester: Phone INSPECTION RECORD Retain a copy with permit INSPECT II N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COM ENTS: Approved per applicable codes. Corrections required prior to approval. D $47.00 REINSPECT! FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: r Ae Type of Inspection: '1. . AIWA - _ _ Address: " ..- I ate alled: Spe a Instructions: Date Wanted: g --3 --7y a.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 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: El $47.a I • EINSPECTION - REQUIRED. Prior to inspection, fee m st be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project /: l / l(4 , 5 4. / 2''' Type of Inspection: (2 ,� � 49 ( - e - - 6./'7 Address: ' Date Called: / --1 Special Instructions: Date Wanted: 1;2-/- 7><:241 (T. Requester: — Phone No: INSPECT! o N 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. Corrections required prior to approval. COMMENTS: laza pul a 71 7706 ` 14 /7 4eitA El $47:f REINSPECTIO1 'I EE REQUIRED. Prior to inspection, fee must be paid at 6300 SouthcelSter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proje :, , v t�.i r SeZ n7/ Type of Ins ection: L ` . 'c )Ce., Addrs: /(7 ( 5, Date Ca led: / c z4 S eEia'11nstructions: p Date Wanted: '2.--"7/'Z— a. P .m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PERM (206)431 -3670 Corrections required prior to approval. COMMENTS: - / JP" h , C v o z Z- e -6) El $47.00 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: ) (-- Fi Ai i9' /-- do* c/ rr J 2) eci,„„...F,, ,L. 'r hf>ti a -- deem ilvs" e d�dreos:/ � � • / i ) 4r, r-e & k ; 'i" / YB1 ---; (70-1v C. - a ,i n .P- . ' cr®5 YA-iei c re s5 E. C.#1,2//1-- Ce■ii tr n,'e /3/7? // 1 P 1 /'A AI ` . 2/3 CI 40 ‘,/ . ."9z) , 4sriv , ;',z. 9n-7/. -. r F, / -- A/g &fie Date Want d (/ 27)/O /.T -/e,'" b / 7, ! /S d Re /4 //71 % 7 J P o• ��ec : fur ' � Type uor ype of Insp � t e d�dreos:/ � � 1 �� T date Called, - O . / [il S dtrIhstructiafi Date Want d (/ 27)/O Re Requeste q / Phone -21)(9 ` 1 V (e — t174L ION INSPECTION NO. El Approved per applicable codes. itrEpect INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ' I Corrections required prior to approval. f� Dat5 47.00 REINSPECTIO FEE RE96IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: 4 �2 , Type of Inspec ion: .--i r Jf /Av ��rw J A Ad�drr ss: 7'�v /D so / / l Q rr'/ eicri — ,L. J3 it 't' , %vi. 02 i /-047,.//7;,-) r! - L,- )143. OTY�/ ✓cA .iS._,.. 4 ero9 ; /97 �S � �� A a.m. p.m. Requester: Phone No: .r Pr ,Lext -? //4 Lc% f. i 4 �2 , Type of Inspec ion: .--i r Jf /Av ��rw J A Ad�drr ss: 7'�v /D so / `� .54 Date Canoe. ? — g ` a ,% Special Instructions: Date Wanted: sa d a.m. p.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. (206)431 - 3670 Corrections required prior to approval. Inspec .00 REINSPECTION FEE R aid at 6300 Southcenter Blv Date: �+ , 4-1 ■-• UIRED. Prior to inspection, fee must be Suite 10$ Call to schedule reinspection. ceipt No.: `Date: COMMENTS: ., ,C4r_.r k'fi•*.k 0 )(Cq_ Type o Inspection: - ,... Date Called: U Date: Q t \ l", l't( Address: U Special Instructions: Date Wanted: a.m. p.m. Requester: r 4c: f - J c..,..Arc- ( . -*A IU trU 4 1 7 CO "; a .C...t w _ a--A aA,.F..F C'-- - c.'► -; c .�. trf tt M 1 \� cx.. (.,,s.... t � La---:() .-b:. -- ll i 7 Project: , T -�I c"s1�`� k "./. ii ., ,C4r_.r k'fi•*.k 0 )(Cq_ Type o Inspection: - ,... Date Called: U Date: Q t \ l", l't( Address: U Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: In�sp `r Y V l.t�•f- C' 'l3� .1 lr- "■ Date: Q t \ l", l't( 7 s- 2c0 LI 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. Doi -2S 7 Corrections required prior to approval. 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: COMMENTS: ' Ili )f k au1 A 4(A, -71-1-c l 6 L 4 C A dress: 14(O S. ( 441h Date Called: 7I2.i /o1 I` 1i Date Wanted: / 1 /2-' fail a.m. p.m. cwt. Requester. r d , "2f .2-1(° ( - ,,, (ANL-A I 7(z 5 ` ( T? t M4 � ��..,�„ (") ( CA) .94 -w 00:.:1) a1_,) 0 (-- Z v `1I i...e r '' L( I L 9 t L P- P vii, r ! ! ■4., Low/ 4 i(i(l-t- Pxoject: tgKAAII Ili )f k au1 A 4(A, Type of Inspection: n ,. I L - 1-LA-c-1` A dress: 14(O S. ( 441h Date Called: 7I2.i /o1 Special Instructions: Date Wanted: / 1 /2-' fail a.m. p.m. cwt. Requester. r d , Phone No. -7s6 G 7`( 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. El Corrections required prior to approval. Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1)0 Pqoject• , i c 4 , . t't to Sali5o . �� C-`- Type of Ins c ion: . • Ad ress: (� ate Calle 7 1 Spe ial ins t Yuctions: ate Wanted: ..; ,... j O' - f y�rri p.m. Requester: "-. \ Phone fn K / l INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206)431 -3670 •1;4 per applicable codes. COMMENTS: Date: — 7M c1y - / $ • 7.00 REINSPECTIO FEE REQUIRED. Pri r to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. all to schedule reinspection. Re eipt No.: Date: • U Corrections required prior to approval. Projec / / 1 -c 4 I/ 4i-i Type of Inspectio n Address. ,, �`` 1 1A 7 /9 7 / 'y� Date Called: f �/ 2 Special Instructions: Date Wanted: .. f '7 }- � t � a .m. Requester: - Phone No: INSPECTION O. INSPECTION RECORD Retain a copy with permit .CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COM ENTS: Approved per applicable codes. Corrections required prior to approval. Date: $47.00 REINSPECTIOVEE REQUIRED. Prior to inspection, fee mfst be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectibn. Receipt No.: Date: COMMENTS: Type of f spection: (i �� � A Ll i,e s 1 v i Si 1 D ate Called: 51 1 lo4-1 Special In tructions: ? J � l / r / pI 1 Date Wanted: C ) e .(4 ze.vii �;,/ kr " p.m. Requester: ., 111111 - 2- // I 2.. / / 2.3 7 / 0 4 1 / 2 /,-/► / /$? . " /1 / Project: Ply, (41 =: ( q . c/' a- 4( Type of f spection: (i �� � A Ll i,e s 1 v i Si 1 D ate Called: 51 1 lo4-1 Special In tructions: ? J � l / r / pI C i � ei6z4/0, EA ck Date Wanted: C ) p.m. Requester: ., 111111 Phone No: n/0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Do-ds PERM O. / ;ice to (206)431 -3670 Itif Approved per applicable codes. 0 Corrections required prior to approval. Inspector Date: 5 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must ‘e paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z F. : = re w 6 0 0 N 0 tu tux co u _ w 0 J LL. (,) a z � zF- O H w W H � 0 . U= 0 ~ z Pr�ct: 121 tz�1 t t er S ( h \ s Type of Inspection: 0 c� 1; Air Lt .'w IA -' <<T Address: 1- 1 lt4 0 S . 11-4 q Date Called: - c - a Li -- oy Special Instructions: Date Wanted: 5 --z---o'1 rn° Requester: X4 - Phone No: oDr, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 paid at 6300 Southce INSPECTION RECORD Retain a copy with permit Date;, (206)431 -3670 COMMENTS: A pproved per applicable codes. Corrections required prior to approval. Inspector: ■ 1 47.00 REINSPECTION FEE REQUIRRD. Prior to inspection, fee must be er Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: z i� w re 2 J U U U) 0 . LLI U) IL w 0 Q co d W Z I- O Z ui U� u) O fr WW O .. z U= O H z Project: ' T L J—i(1 W s i o1)I Type of Ins ectio : � , l t < qs(: 1-1 vs. I q/Lis4s �te Called: 5/a /(O Speciat / X41 , Date Wantec�+�, j , / ah 1 ( L. ' p.m. Requester: J Phone No: , t9 Ce -- - M(. - 6 Li 7lf INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 JQpproved per applicable codes. Corrections required prior to approval. COMMENTS: s ector: It C./1/4 Date: $47.00 REINSPECTIOF FEE REQUIRED. Prlpr to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. all to schedule reinspection. Receipt No.: Date: sect• -(/) I. c / of U Type of- Inspection: c-, (r,-- � ` ( t", Address � Date Called: Date Wanted 9 S dc ir u c tiarfs: ' /,,,,,,,, . 0 —" " � r `- t Reques 1� 4 Phone 0 CV ' --1(— oq 714 2-C) INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Clerw• T_ .Q ) c3 p tor: . I r. ' $ 7.00 REINSPECTIO FEE REQUIRjD. Prior to inspection, fee must be aid at 6300 Southcent r Blvd., Suite 100. Call to schedule reinspection. Re eipt No.: Date: f Date: S-12 COMM r / / TA Aln t-' � �- i z /L , •-■- / - f .t fly V — % tle /4 ?..) 4'(" ?i /U( f 7--7 �".G,P ... �,// ,9/ �. rt . // / , , lip-74,7e j �'f, .,,e -- i `� /1 ?4-7- ip ,L l0L ^''`. .ii rlb A.Z, _ / J'r � 3 3b' /5 a// 1.1,,,,4 ,,,,•/ 3 - 7 1- _ , ....4. , t, ,A ... 5 /de___, ce, Q- ��. -z--v 11 41 --e d7v.z.',i.7',e /0 Gj i b • CAslides S l v�r� f� , 1 c e.„( �, _'. P •'•ct: A i f .t fly ....... T pe of Ins section: . , A res : r , i Date Calle.: , Sp ci I In truction ' /� /-� "" 9 /i7/71 otee-hq IA) ( S utc,' mai & , Date Wanted: 5 iDLi �a•r p.m. Requester: y� ,/ Pho, :(o , Iwo - 0 ( 7 4 7v INSPECTION RECORD Retain a copy with permit INSPECTI I N 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. Inspect f: ' Date: $47. R INSPECT{ FEE REQUIRED. Prior to inspection, fee must id paid at 6300 Southc nter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: Address: ( Date Called: Special Instructions: Date Wanted: (a 0-74 J l I /6V p.rn. Requester: ! U e...- %7 ,1 2-ii i ;A-a:44 4 5 r) Le-I 4 gital 1-e_41.‘) 7 ]r,1-x.. ... ,J- 0 0 ' C ti ! t:1tviA/ 14 f ID /41 -� --� tr <...... 1 . �_.d = !1 . A r,.., f,� d..)4• 4 r, 't 4?:,cd ) Pro•e t: 41(11i;1 Type of Inspection: Address: ( Date Called: Special Instructions: Date Wanted: (a 0-74 J l I /6V p.rn. Requester: ! U e...- Phone No: °6— - 7 ; -6- 0 %7y Do .5- 9 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 I I Approved per applicable codes. El Corrections required prior to approval. Inspector: Date: :57/ ! 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: Project: . 'Dian/ n / sc k. o f 0► T. of Inspection: Address. S. i i Date Called: `I /7-0/ Special instructions: Date Wanted: , ( `. a.m. p.m. Requester ip _ ' Phone No: El Approved per applicable codes. bo3 -2-sy 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. COMMENTS: 4/244 Be-g.vvi CiaAfejteAt (A) StAA,Lethat Olk144 - t*T1 O 3) � . -6 cM 9 pin t l rov fora( vvItu AA Inspector: 6v Date: h-4) �L! 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: / ) I i k ee , /-o ritQ l `' c /42, A A4 s„" - , ,,...-x...../ � /- /07(/)'7, 1 ,-.< j ��s / / J s s _ .0,(5.64.cs /. / e../ es, ,-7, cg4 r 7 f, / - 4 t % e r-/ 0 ( .,7 ,. Arm,, 7 .5 i1% Cale- 2.--y ..g ,Pa., :e ' P",.76--1_ // n s 7'�,77: .1 -) / /"cam' 44,7/ r. / l A /j-_ ,,,,e/6 6 / 1 1. / / r _ �� j ii ( " .e./01- l e / a i / / 1^ _ o& J, Awl e..4 0/1-11, f `"In1F : , 117 f-i l / / /,f,`) ;• /. Pr t :• t(, ..VJ`r ( S o4 s { of Inspe n: ! P � /,l Add 5s: ^ 1 1 5h Date Called: Special Instructions: lt Date Wanted: 9 1 2 b ( 1 iii Requester: V`\ 1 i 10- -- \�,p one No: ..ece ,72 / � �r lr� / �i Z- INSPECTION ECORD Retain a copy with permit El Approved per applicable codes. INSPECTION NO. `CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Do5--A5 (206)431 -3670 Corrections required prior to approval. spector: 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: Z < • W CC 6 2 0 co 0 wI 0LL 0 u.Q = Z = W O w U � O N w � � w z U= F. z COMMENTS: ' f � .�'.! , 76 , 4.ru 41 , yC� _e L 5 J c. e0i41(!)- CCV ti -- ir./ / eh / c' r( 6 f ,' c, r ,find475 ; „eh .^ -3 ,... //4„._ ...-►p s/ 44 Add .ess: ' f o / /eh-v' Gv 1 ' Xi 244- i Date Wanted: 2��04( Ce Requester: 3 Lei _ . �� (�,� S 1. , 4 Phone No: (/ -.., - _ _ /_ .ter -..4 _ � ( - A �. � 4/ 0^0.7//, CC 2 �� 1,� r tOr0e — ti � / ti , 14 " l Mit ', f V 'to /5-, 5,144" Lea f ha. t/> 1 dl e./1 c-, 04,14 _ Project: L 4„,./r 74 cde4 T pe of Inspection: ,./ e), Date Called: Add .ess: ' Special nsfructions: Date Wanted: 2��04( a.m p.m. Requester: Phone No: IN PE ION RECO D Retain a copy with permit t :INSPECTION NO. f CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes: Corrections required prior to approval. Inspectorlc) jj Dater $47.00 REINSPECT N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: '��a7 � •'� � `"x7;+X: i �la':'2.5: iY, ��� ,ti � :'J `k � u;. � t Prooja.t: ---- 1 I I C (IiC Type of Inspection: 4 •.�-4 - 14A ‘ln.l Ad , r r 0 L.f (J s t L/ � 1 Date Called g ° y Special Instructions: • Date Wanted /�± le, '�, J(7 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 bo ZS9 (206)431 -3670 proved per applicable codes. Corrections required prior to approval. COMMENTS: 0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Rectet"pt No.: Date : / 6(.7 7 Date: COMMENTS:_ i - • `A5\o %. .-- ‘-q. itt-A, c r { Special (6 A 0: i (......,_ 0-A.a.-vvi......)tat Requester: f P Y- 4 - 9 -- Phone No: n ✓� l Uf N . T yc- aw. ( �� . .,,` . ) t4 ---1 - Ilte - C , to * _ >, - ' . .. �� .� t. '�D - ./ iiiallM. IFFP fag Al- - , _ - 1 Bo _ i l/ .4(. i l A.-, ti ! V p Project: 1 ,c L ) l t a S Type of In,�ection: i---r g ,ter 71 Ad ress: c) 0'I i C ate Called: 1( '2 f Special Instructions: / W W 1 Date Wanted: �� n ' Arn_ `P- Requester: f P Y- 4 - 9 -- Phone No: n INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. (206)431 -3670 Corrections required prior to approval. Date:, _ t 5 ‘ ❑($4700 REINSPECT! CiJ.J FEE REQUIRE . Prior to inspection, fee must be d at 6300 Southcenter Blvd., Suit 100. Call to schedule reinspection. Receipt No.: Date: Project" � i 4 se 14 1peft inspection: Add rj{ t- i ✓ ��� '3 L 1 u LC Imo' • Date Called: ~; — i ( cv Special Instructions: Date Wanted: a.m. t Cj '_'Cfi,_,/ P.m. f et Requester: j� �) �p Pho N INSPE TION NO. CITY OF TUKWILA BUILDING DIVISION `❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit DO PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: r �C.21' tkta 1 Z Date: , 47.00 REINSPECTION FEE RE !RED. Prior to fispection, fee must be paid at 6300 Southcenter Blvd., Spite 100. Cal o schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: .5_I ti Address: j 'ADVO tS y s/ti // s' -a sD 7, . S j K No../ir? I S 4 ot 4(4 (/ti- ` Cacti C . --(-44 7r 1 ( -, p (p.o k, vcc Phone No: v6 - 6 '( . 7 Y , I1 • , - AlJ --e.---4 - 2 1; o ;� 5 4 Pro e �/ C 1.4'60 i ! r, )C SP Type of Inspection: .5_I ti Address: j 'ADVO tS y S7' Date Called: 6,:, lc c, Special Instructions: Date Wanted: u m) 05 / (/ /c �/ `p:m. Requester C_t.C1(� Phone No: v6 - 6 '( . 7 Y :! ata� ,JN i`.`:.::, �" �: c;' :i'i�ri'ri:'. `l.'�:ui..t... �...,. , INSPECTION RECORD ra 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: 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: • ownspout 1 it es 1. innertephr A Date Called: • //[ /^ ..t. h 5 17 /0 w c ,A,ty kip - Date Wanted: 5.- 0Z,I{ p.m. // Requester: ((``�� .i/QVe-- Phone No: 2-06-786— 0 ��. a 1 1 4.I t A ! ts /k.C A dre/i LA` 1 -a 1a1( v`f /.rfr J .e /. ,',7 / O. 11 . ir .1 4?- 6.41/1;: -ri 7.�s r A..44 ,J CL/ LA * , 2 4.4:.1 t -/ JI & f' i��- atiu' 0 r l 4 7 ,.. 7 "/ i t � .)A C r ._.) 4 �5 . 1: ' �. ca -k 72 . S (l 4, ii I I A4.;:± (-00, ; .1;(.0-.4"-ei if 01* 13 S 1 $ . Project: . ITAKW Jc4 Mrh i9ki , Type of Inspection: • ownspout 1 it es 1. innertephr Address: Date Called: • //[ /^ ..t. h Special Instructions: Date Wanted: 5.- 0Z,I{ p.m. // Requester: ((``�� .i/QVe-- Phone No: 2-06-786— 0 ( INSPECTION NO. INSPECTION RECORD Retain a copy with permit ©03 -2.5 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. fl Inspector: Date: , $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: Yq " Jtu COMMENTS: 0 ype of Ins ion: t 7 I ` - PG 0 � inr� . 1 )4 P 4't , Date Called: r4 v-2. 0 \j-e Ir \1ci lA ri I vN so-rscii-: 1 Date Wanted. q.".' �/� 01.� p.m. ArAy4 L00,‘47 , r - r, I t oVed . t `) \(avt S Phone No: -MR-0474 Peli i, — SI f Ol c,l' re 11 rCL(�, c l S I -e 'Tl{trS, ' 0 It -\,-..) r 0 v¢—r- SO TX ;± it U Ur) `F' &s ecioe 0Ue•Y 1Af "v (3) s+ \\nil - e <.t $P C' U v1 Lf" CA ; r,,,_s / � Ro \J\4_ ..\_r) rnvP 2 ject: i 41 (A..) Ici 1 � 1 - 4 0 , ype of Ins ion: t 7 Address: Date Called: Spec aInstructions: 1 Date Wanted. q.".' �/� 01.� p.m. Requester. tt Phone No: -MR-0474 Peli i, — 15 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit P ( 06)431 -3670 • • Approved per applicable codes. Corrections required prior to approval. Inspector: Date: L L? 5- I U $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: 5 z w re 2 00 W l U) u_ W 2 J u. N d = u.1 z t— O z ul U � O N O I-- W W I = - ll O - O ~ z Pr iect Type of Inspection: / i A e s Date Called. S e ci a l Instructions: p Date Wan q(30 a:rri" Iv on.. Requester: ++ , ``�� � 4VVV Phor _ _ xce sr , 04 r . INSPECTION NO. Approved per applicable codes. InEni or: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ' Corrections required prior to approval. Receipt No.: COMMENTS: � H A:7‘.ey f'A .1/5-) ,7611- t ,40,�/4s. fr7tee, j ri $47.00 REINSPECTI FEE REQUIRED. Prior to inspection, fee must e paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: P {: �j7 /�f}'� T c �C si oo, r Type of n pect clpe ion: i/oq 1(07 ASdrpsi - � Date Called. ( c 9 tOit Special I nstructions: p Dat Wanted: a .. L i 11( Requester: Phon o - (f - 0 74' ■ 3 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 Dc3 "3s (206)431 -3670 Corrections required prior to approval. COMMENTS: E)>L-1 er.Naci citc-"JeC) t Spector: Receipt No.: Date: ( $47.00 REINSPECTION F E REQUIRED. P or to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 109. Call to schedule reinspection. Date: Std • h l ` Prrojjectt: � c f IIL..�C.- Lfi • fr Type of I p ecti n r� o r t.,U Lf `Y 4 Ad ress: E. `r , , t1 7 Date Called: ' ' { Spec afln Date Wanted: i s i V i a (i/ Requester: , iii / , , / � tk. /V L Phone No: p / � ")) 00 7R « -0 ( I +""1 1 ?..-- INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D6 4 7 PER 06)431 -3670 'Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Date: CIS 7.00 REINSPECTION. F E REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 10 . Call to schedule reinspection. Receipt No.: Date: P o'ec : 1 (A)l( ., i_ Type of Inspect'on: ', S r Ad r ss: 1 , 1 , i , Date tailed: (o q Special Ins ructions: Date Wanted: O a.m. Requester. Phone No: ate,0( — ' 0 wn INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 UD PE "I N (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: INSPECTION REQUIRED Receipt No.: Date: i .00 RE . P or to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: COMMENTS: Type of -In � t cation:' • " "'' ` � / {'14 S � , A Ps�ject: ct r ss: 1.1„, �� �f 0 s./ U � � s f �' l� ate Called: , z G I Special Instructions: �5: pU >C1Ah.— 6(G \C(Ait v S -{e Date Wanted: �'am. 3/3 p:rt�i. . 0 } t/ M / wi / /. A/9- - A - S , cn-c I y 4 ^ 1 1 1 l � � �( r lit (C- C , I A 4 OA .� Type of -In � t cation:' • " "'' ` � / {'14 S � , A Ps�ject: ct r ss: 1.1„, �� �f 0 s./ U � � s f �' l� ate Called: , z G I Special Instructions: �5: pU >C1Ah.— 6(G \C(Ait v S -{e Date Wanted: �'am. 3/3 p:rt�i. Requester _ " II Phone No: ,ot; - - 7R6- o47 4 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION PERMIT 6300 Southcenter Blvd., #100, Tukwila, WA 9818 J2 6)43 -3670 Corrections required prior to approval. Inspector 47 0 REINSPECTION FEE EQUIRED. ri to inspection, fee must be pal d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Date: COMMENTS: Type of Inspection: 5 0 Z1 f (G-f/'-■/‘9-- (3:J A644 0/ 5 /4'4 Gig 5 Xfi 0 7 - - -, 'PK L(&,0 .S.,o i A Ai Dh auj An i ti d 1 4 JA t4--Itt eact..4,6(7 I I " 6 A Ot.,, /... jz' _ f - 7 70 A..0-0--efut 4," p , s. TT d k eile.. ', -4 i • ,',/ -I ------.A tatkei ;u_o. cA ( (!k, t , A,4 £" Al( cx.,91.fr,_ A . L2;.AJ 7 /)e' / C4 11) at/11(AI 6. Project: ILkif-Wt1,8L_Sd/),ILA Type of Inspection: 5 0 Address: ,..... ig' S , Pig 14 Si Date Called: Special Instructions: Date Wanted: II I/ a.m. p.m. Requesterh 09 (). Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 Corrections required prior to approval. Inspector: 61 0/740 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: COMMENTS: Type of Inspection: • s © Address: , 1 1 1 /O S 4. ` 4h Sr Date Called: 2: 2-b-1) „2/ / Or a 2- :i� ,5 �'� �:.-Q c it - � s_ i Gc)ci f 0,l 4N) /-7) �.PJL f 4 Ut. y) e i' ' e J 5 )o Si? ' . 4k�rnQ..•fr " -r-21 i i ki / S1 v �.. ,. n i -.. Project: Project: Admin. ' P3Ic1 Type of Inspection: • s © Address: , 1 1 1 /O S 4. ` 4h Sr Date Called: 2: 2-b-1) Special Instructions: Date Wanted:2-+ 27_ o 4 a.m. Requester: Dave Phone No:/ , 7g6 — 0414 D103-2.5t9 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: �ZJ Date: ) -0 , 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: Project: 'i 'tt<wla 561001 A�r►i,n 8Id3 Type of Inspection: 5-horr Drain C onned ion Address: 04.0 J c A /44h Si' Date Called: 2 -1 g - D L Special Instructions: Date Wanted: n•i! 2-20-04 p.m. Requester: TN iVe. Phone No: 2O6 -7%- 047 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISI 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Do - 2.�► 9 PERMIT NO. ON (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: j oV (Aidt.Adi rao 04k L-cSe4 , / 2 r s (. 4( l,)vl -.A C/ 1 i /Lib Inspector: Date: / G $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: ( l � Typ of Inspection: • t 'r, - ) - h l ii Y(\ 1 VI C Add ess: 14/e/ 1A0Nri tts . (AJCA 1.l Date Called: ) /24/oei /— ( vvt.0 ,.., l, s r(w\0 Pc.`f - ICM i l.) r/,t -A-r1., ■c4 Cm/A Str('.0 40- P.m. Requester: 1'1 Phone No: ()//y -- 1 g 04 71/ Project: � / (A IL . i ` t(1 I I I ( l � Typ of Inspection: • t 'r, - ) - h l ii Y(\ 1 VI C Add ess: 14/e/ 1 _.� Date Called: ) /24/oei /— Special Instructions: Date Wanted: 2/ 40- P.m. Requester: 1'1 Phone No: ()//y -- 1 g 04 71/ 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 PER (206)431 -3670 El Corrections required prior to approval. Inspector: Date: 2_ ) S Q 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: r , Sr.�w D ;si, Type of Inspection: (ion 0 t44 Ades: C ., > . Date Called: m AZ , �- - 1"). (4 ?bit /� ( �,- 1.141_ �� Date Wante -,--? a Lt p.m. RequesteD , u t, ` ` L L e ,..., , '.'6f, cS 41'2 �' l (� -,'� .0-4-1 114 'lJ / A/ /c- i I Pr ect: (A.k wwI i r , Sr.�w D ;si, Type of Inspection: (ion 0 t44 Ades: C ., > . Date Called: m Special Ins ructions: �� Date Wante -,--? a Lt p.m. RequesteD , u t, Ph y )% j� -- 7V L L INSPEC''rION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION PERMIA 7 . f , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. Inspect Dater Q $47.00 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: . J , P -V■4 ( So v, t .0 i -\ ddress: Date ailed: o� Aa, E S 0 G,),s -1 Special Instructions: a(/t/l p . C 30 i. QUAA Sa vv , Co t,t a.m. MOO r0InC Ph N o: - D 7,e, ti ' �'� � 7 f P ect: F l.( /Gl -Sc.iuge,U. Ty esof Ins ection: y q /f - C AI} ddress: Date ailed: o� Special Instructions: a(/t/l p . C 30 i. QUAA Date Wanted: a.m. Re Ph N o: - D 7,e, ti ' �'� � 7 f El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTI N NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) ' 3 • El Corrections required prior to approval. Inspector :c 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: sfs z I I- I.- z W -J U U cn O Wi N u w 0 (' a = W I— _ z � ZO tll W 0 0 I-- WW H~ ll. 111 U= 0 z Project: u.1 Id d vi .F id( Type of Inspection: Imo f l .1 D it(t,�. -1�t C 7 ess r: b yd S • A/tft� f . Date Called: I /1z /6e/ Special Instructions: Date Wanted: /��D,.i` m p.m. Requester: ' TAAPe Phone No: 'jam INSPECTION RECORD Retain a copy with permit INSPECTION 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. COMMENTS: I zp eFto Date: d i 3- t7 47.00 REINSPECTIdN FEE REQUIRED. Prior to inspection, fee must be ' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project ( �j (� ff T \A 41 a SC. a'"\ �Sr, T of Inspecti n vd/, 14, Q1 ($ Address : Date Called: ii Special Instructions: VA A Q 1qY V Z.•ct4-1 T-6-1) Date Wanted ) 0 a��_m � Requester. Ph PeVf _. _ 0(1 , 79 _ INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM (206)4'3;16670 EI Approved per applicable codes. Corrections required prior to approval. COMMENTS: t`a+L\ f Co r c..c1 i } Jam() Coinc eirvV S SG T { Ys C c st Inspector: 1),ALV Date: - 0 2 1 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: a Projiect: T14104.)t I fs G� rte :O '. Ty e of Inspect c..c.St �t 0 A 1.t 1 IS Add 5: 0 w j Li LL �` Date Called: � I ( Special j 9oc,v\ Instructions: @ I I ,. o0 Date Wanted:m� Requested INSPECTION NO. Ej Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM NO. j • (206)431 -3670 El Corrections required prior to approval. COMMENTS: I/N e IV r C OVvk Tour Inspector. Date: 29 U L`J -. %cvv-IfjbL ri $47.00 REINSPECTION FEE REQUIRE O. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspec ion �- tICOA tiO4 +H a Address: Add t�qb s S. / � , 1)cAl , t SP V v" Liu i - kic. 7 G /1 C)in 51 n 4-f' �V 'ap() r Phone o: — T —( f 71 f L V`T 1 `� t ?>r - Dnoo- rr)W ,o -9 Q 1 1 Pro ect: - 1 ^ 1 i « � (X1 Type of Inspec ion �- tICOA tiO4 +H a Address: Add t�qb s S. / � s. S1 Date Called: 1(0)/0// Speci I Instructions: W ((t 7-044 V Date Wanted: m,. Requeste Phone o: — T —( f 71 f L V`T 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT gyp. S„6 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 a Approved per applicable codes. Corrections required prior to approval. Inspecto�� n Date: r7 $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: tsil, ! /d !., r / �.., ? 4, r St _ Fey l i Al mk-i j Sk,/ a. , A dress: L to I t" 0 7:.:4., l� , f . ? 4' f A, //b ,, /4 - '7/7- ee !7 . /2' 4;i; 4/1 r7 i l k i ky of e, 5 1 1 li A i f71/1_7 4/ 1 ',/( ,,I i/f yv d 17 no t i <0i / re(r./,,+/'1∎91 , ) 1 41/1.9 1. Date Wanted: ,7�c�- \ 2 ( © Requeser: lh r,49,. at A c t - ,-1�` / - � a/f� . - 2nidC _. 9 P//,,,t e L / „tx,d ../4 ( i ” - . 5°1 / 0 k / 0 - lA 1/ _ , .. ,/ ,.e, . d y ect: i . \ 1.A.....(4) S �I � Type of I nspectio . : U 1)(--V -- C AA4.91 A dress: L to I t" 0 7:.:4., , L f S4-1 Date Called: 1 D_D locf Special Instructions: /,��, l 0 VIA Imo-•. "` i �� Z- 1 Date Wanted: ,7�c�- \ 2 ( © Requeser: Pho --c) "e — - T&UI ~ OWN INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 D Approved per applicable codes. VI Corrections required prior to approval. Inspector. G ,.Le., ''' ^'►1' -. ` Date: 1 2 $47.00 REINSPECT! FEE REQUIRED. Prior to inspection, fee ri be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: IP Date Called: /2)3v/ ) Address 4 i p 5. l'lam/ s% tTn J 2--b j,3 Ao 72) 5 4i rz) /OD Gtd w //OW 4e.-0-0-1 £ t i 7A -r,ch4 h - c., -01 ,_07 s ap 6/ Ad �� 4..' 61 1 (M' I a 6: gc w( S" /6/2e /lld/1 • 14,0 1/, - /t.e61 Aoc-k 4dt , ' - e( t-di,. Po IA tAi his th i ?e (701,4")., 1 A 0 1 1 - 440.ii-Gcei t -al -tfli 6 sio � 7�� i ' n � d t-M u,tA it-r' / WAny l 5 41 !' La-4 6-e-e-v1 c f px-, Prro / 4 ' _ j t ( 1/ 9- / J^ (y, Type of Inspection: IP Date Called: /2)3v/ ) Address 4 i p 5. l'lam/ s% Special Instructions: Date Wanted: fd:'m) /2-13V p.m. Requester: Phone No: 7,66, 774, — D 4/7y Do 3 -257 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. E Corrections required prior to approval. Inspector: 6V Date: 1/1 11/03 $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: of Inspection: 1-A 122 cf v3 .o .rin �-L:r�pf aLie{ r ACtGV c o QA r Sd ILA -eel -‹-g*-41A4‘,/ 1.1. / s'! it -P- tile-t. Rfil, la / t7/cv IA f i i a Special Instructions: � 1 1,u(.�-4'0 { ` 1 A_ ..( ,c r . /2I I /' 4J/4 f p.0 -o- w/ iS S'c : it - GP. 4.0gG4,4 %• i i1 k_ ; Requester: Phone No: Pro ct' Sc/L )f Ac l w, l i/ M/ of Inspection: 1-A Address: 4 1 13 S• 1W s, Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: 7C9°. 4.'►' i'!! kt+ NY.• y r" ."!!ii'+{gsr/. i'".' rm!ppR1T ^t*"*sr.°� ,eFoxrrrnr.^ge!R :.. INSPECTION RECORD Retain a copy with permit bY' Z5 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. Inspector: Cv 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: Pro ect 14 kI A.4 (a Sf.DLP/�) c Type 'ction: • pe of Ins Ca Ad ressDate Sp I nstructions: n Date �,� / `� /v} ; m p.m. S ' F ee v� i44- C q �"-�' � w ' Re quester. Phone No INSP ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 COMMENTS: Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: /7 . 01 Receipt No.: Date: Project: fKW IC( Schl Diti Type of Inspection: Pre- Con Address: 41640 S i , iiih S t Date Called: 12.1c1-03 Special Instructions: Date Wanted: Date Wanted: �2�2" �3 a.m a.m P.m. Requester: MI %PeI Jco Phone No: 20b-73o- P03— 25q 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. COMMENTS: 12 w . 1 c0-- . '14 CA..e4 1 7 1 Date: 1--1 ) 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 4 \o, City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Project Name /( i Address V6sto Retain_current inspection schedule ?C� Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinkler : tl Fire Alarm: Hood & Duct: Halon: Al Monitor: , 1 , AC w. Pre -Fire: A l Permits: Authorized Signature FINALAPP.FRM TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Rev. 2/19/98 /), ( /Pi Permit No. ' Steven M. Mullet, Mayor .., Suite # 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 R TUKWILA SCHOOL ADMIN PUMP STA FOR DEWATERING TRENCH 23366 LEINGANG T: BJSS DUARTE BRYANTITUKWILA SCHOOL DISTRICT CLIEN SCOPE: SIZE PUMP L OWS USED TO CALC. A 100 YEAR FLOWS PUMP SIZE SUME 114 ROOF GOES TO PUMP, 100 YR STORM, RATIONAL METHOD FLOW CALCULATION. AS FLOW GPM INTENSITY 1N1HR CO EFF. FLOW S IT EM AR AC 0.17 78.28 3.4 0.9 45.78 ROOF 0.057 0 g 0.10 0.05 3.4 ESCAPE TOTAL 124.07 GPM 7443.94 GPH WN. PUMP CYCLE VOLUME (GALLON 48.00 258.47 PROJECT TITLE: JOB NUMBER ENGINEER DE T WET WELL 2.75 PUMP REQUIRED: ASSUME SCH. 40 PVC 2' . HAZEN WILLIAMS C= ID AREA= TIME TO CLEAR WET VAULT £0 /Z0'd VVOZZSE 09E NOMINAL DIAMETER LINE 130 2.067 3.3556 SQ IN 0.0233 SQ. FT 125.00 GPM 0.2785 CFS FLOW RATE= FLOW VELOCITY = 11.95 FT /S TOTAL EQUIVALENT LENGTH OF LINE = 50 FT 14.19 FT 4. VELOCITY HEAD LOSS, hf = 15 VERTICAL HEAD, Z = TDH 19,19 FT Rte— QTY. PER CYO E GALLONS OK 60 HYDROMATIC SK100 230 O S, SINGLE PHASE 1.0 HP PUMP SEE ATTACHED 2.07 MIN. WITH OUT ADD'L INFLOW 'DNI 08dfOS OW poi -Z59 6S : VT VOW- LZ-Ind Typical Application Sewage, Dewatering Capacities to 156 GPM (9.81/s) Heads to 38 ft (11.6 m) Electrical 200V, 10, 11.5FLA, 60Hz; 230V, lo, 10.0FLA, 60Hz 200V, 30, 5.0FLA, 60 Hz; 230V, 3o, 4.4FLA, 60Hz; 460V, 30, 2.2FLA, 60Hz; 575V, 30, 1.7FLA, 60Hz Motor (single phase) - 1 HP Capacitor start w /thermal overload protection, 1750 RPM ; (three phase) - 1 HP polyphase, 1750 RPM_ 24" (609.6mm) Minimum Recommended S im plex Sump Diameter. Duplex ,36" (914.4mm) !Operation Manual standard; Optional - wide angle float switch Materials of Construction Class 30 cast iron Impeller Class 30 cast iron two vane non -clog Discharge Size 2" (50.8mm); 3" (76.2mm) optional Solids handling 2" (50.8mm) Power cord 10, 20', STW -A; 30 - 20', STW-A Superior Features • Carbon /Ceramic type 21 mechanical seal • Oil filled motor w /automatic reset thermal overload for maximum protection Upper and lower single row ball bearing construction • Capacitor start motor for improved starting torque and pump performance £0d 1dlol Hydromatic - SK100 r r HYDROMATIC Model SK100 Q 12 ,- • 3 0 0 r ps;tr0,s Chi 11tlggrrd0 sn m 20 t 2 I too a Performance Curve 0 JI Q32ld f1D DN #9 A!d , X J�ff?�S?� �x 9?c tLi^ b t'C . n,e'r x:svvv t * ��t "trt1 v,7 r s:t +:` 120 140 160 10 Page 1 of 2 6S:PT b00?— LE —E3d .r1,t I THE I I ANY MAY POLICIES. L TR A POLICIES REQUIREMENT, PERTAIN, IN SR AGGREGATE GENERALUADILITY OF INSURANCE LISTED BELOW TERM OR CONDITION THE INSURANCE AFFORDED LIMITS SHOWN MAY TYPE OF INSURANCE CO►IME^.CIAL GENERAL LIABILITY rtAVE BEEN ISSUED TO THE INSuREO OF ANY CONTRACT OR OTHER DOCUMENT BY THE POLICIES DESCRIBED HEREIN HAVE BEEN REDUCED BY PAID CLAIMS. POLICY NUMBER CO414884903 NAMED ABOVE WITH RESPECT IS SUBJECT TO PO IC Y EMFECTIVti RATE (MM/DDmt FOR THE POLICY TO WHICH THIS ALL THE TERMS, EXCLUSIONS PERIOD INDICATED. NOTWITHSTANDING CERTIFICATE MAY BE ISSUED OR ANO CONDITIONS OF SUCH LICV ATOM" RATE ( /Dp/YYI LIMIT'S 01/01/03 01/01/04 EACH OCCURRENCE _ 11.000,000 P IEq RENTED $100,000 J CLAIMS MADE X OCCUR M£D EXP (Any one Oman) 15. 00D X WA Stop Gap PERSONAL & AO/ INJURY 51,000,000 �~ _ G£NnRAI. AOCREGATE $2.000,000 12 000,000 ceN AGGREGATE LIMIT APPLIES PER: PRODUCTS • COMP/OP AGG POLICY X PRrO• LOC A AUTOMOBILELIAewm ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS MIRED AUTOS NON•OWNED AUTOS CO4/4884903 01/01/03 01/01/04 COMBINED SINGLE LIMIT (Ea oGGdIno 1 1,000,000 X BODILY INJURY (Per Poreon) S — X BODILY INJURY (Par miaow) 1 X PROpERTY DAMAGE (Per SCCIE60I) $ — GARAGE LIABILITY ANY AUTO AUTO ONLY. EA ACCIDENT S OTHER THAN EA ACC S AUTO ONLY: AGG 1 B EXCESSAIMBRELI.A ECL2163902 01/01/03 01/01/04 EACH OCCURRENCE $5 $ OCCUR . CLAIMS MADE AGGREGATE DEDUCTIBLE RETENTION 1 10000 • S $ X S WORKERS COMPENSATION AND EMPLOYERS' UAEILITY ANY PROPRIETORIPARTNERIE)ECUTIYE OFFICER/MEMBEREXCLUDED? N Yyq. dnalbe undo, 9PECIAL PRnVI ?(DNS bow* I TORY LL? T • I I FR E.L. EACH ACCIDENT $ EL DISEASE . EA EMPLOYEE S E.L DISEASE . POLICY LIMIT I • OTHER DESCRIPTION OF oPERATK)NS I LOCATIOPSI VEHICLES I EXCLUSIONS ADDED BY CNPORBEMENT SPECUL PRO VISIONS RE. Tukwila School District. . City of Tukwila is Additional Insured per the attached. NOV -17 -2003 11:11AM FROM - BRATRUD MIDDLETON INS 253 -752 -8659 T -215 P.002/004 F -634 L.11°nis. /[:1:15 PELI.CONS ACOROR, CERTIFICATE OF LIABILITY INSURANCE 0 DATE / 291 M/DDMYYY) 10129/03 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, PRODUCER Bratrud Middleton Insurance Brokers, Inc. - Tacoma CL 1201 Pacific Ave, Suite 1000 Tacoma, WA 98402 tNsURED COVERAGES CERTIFICATE HOLDER Peilco Construction Inc. Po Box 82586 Kenmore, WA 98028 City of Tukwila 6300 Southcenter Blvd, 8100 Tukwila, WA 98188 ACORD 25 (200110911 of 2 #512776/M11150 INSURERS AFFORDING COVERAGE INSURER A: OREGON AUTOMOBILE INSURANCE INSURER e• NORTH PACIFIC INSURANCE INSURER C: INSURER Cr. IHSuRER CANCELLATION .PRESENTATIvE JNPOO NAIC !f SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL ,ig DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO 00 SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPREEENTATNR9. a ACORD CORPORATION 1988 RECEIVED CITY OF TUKWILA NOV 1 4 2003 2 PERMIT CENTER D O3 Z W cc 6 U 0 0 t 0 LU J u_ W 2 u Q c 2 Z = I— 0 Z F— W • W O - O I- W W F— lL 0 LLI Z U = 0 NOV -17 -2003 11 t 11 AM FROM- BRATRUD MI DDLETON INS IMPORTANT If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must be endorsed, A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). DISCLAIMER 253 -752 -8659 T -215 P.003/004 F -634 The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does It affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACRD 25 -s (2001108) 2 of 2 #S12776/M11150 NOV -17 -2003 11:11AM FROM- BRATRUD MIDDLETON INS 004148849 PELLCO CONSTRUCTION, INC. EFFECTIVE 01/01/03 253 - 752 - 6659 T-215 P.004/004 F -634 COMMERCIAL GENERAL LIABILITY CS 807 (8 -97) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AUTOMATIC ADDITIONAL INSUREDS INCLUDING COMPLETED OPERATIONS TO THE EXTENT z REQUIRED BY AN INSURED CONTRACT z re w This endorsement modifies insurance provided under the following: JU COMMERCIAL GENERAL LIABILITY COVERAGE PART U o to The following is added to WHO IS AN INSURED (Section II): w _ H 1. To the extent it is required by the terms of an "insured contract' which requires you to add by endorsement w O as an additional insured a person or organization, WHO IS AN INSURED (Section II) is amended to include 2 as an insured such person or organization ("additional insured ") but only with respect to: g -� u_ Q (a) Vicarious liability arising out of your ongoing operations performed for the additional insured; or = d (b) Liability arising out of any act or omission of the additional insured for which you have entered into an z I-- enforceable "insured contract' which obligates you to indemnify the additional insured, or to furnish I— O insurance coverage for the additional insured, and arising out of your ongoing operations for that addition al w j w insured. 2 0 With respect to the insurance afforded these additional insureds, the following additional exclusions apply: 0 2. This insurance does not apply to "bodily injury," or "property damage" occurring after: U (a) All work, including materials, parts or equipment furnished in connection with such work, on the project z (other than service, maintenance or repairs), to be performed by or on behalf of the additional insured(s) w at the site of the covered operations has been completed; or U (b) That portion of "your work' out of which the injury or damage arises has been put to its intended use by Z any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. This exdusion does not apply to the extent that an "insured contract" requires that you assume the tort liability of the additional insured arising out of a risk that would otherwise be excluded by this exclusion. 3. This insurance does not apply to: "Bodily injury," "property damage," "personal injury" or "advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: (a) The preparing. approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; and (b) Supervisory, inspection, architectural or engineering activities. Includes copyrighted material of Insurance Services Office, Inc., with its permission. NORTH PACIFIC INSURANCE COMPANY CS 807 (8.97) Page 1 of 2 KNOW ALL MEN BY THESE PRESENTS: z w Principal, and Employers Mutual Casualty Company 6 U 00 0 as Surety, are held and firmly bound unto City of Tukwila, Washington w = That_we, Pellco Construction, Inc. w g< co = ~ w WHEREAS, the said Principal contemplates cutting streets, roads and /or alleys within the jurisdiction of said Obligee, and z H that has been issued a permit by said Obligee for this purpose. z O w w NOW, the condition of this bond is such that if the Principal shall fail to comply with the provisions of said permit issued by 0 co the Obligee for installations on and restoration of said Right of Way, the Principal shall pay to said Obligee all costs of replacing o 1— said Right of Way in as good a condition as it was before being disturbed. If the provisions of said permit are promptly fulfilled by w uj said Principal, then this obligation shall be null and void. E— - Li. !Ts .. Z U = F-� O z It is mutually agreed between all parties hereto that if the Surety shall so elect, this bond may be cancelled by giving thirty days notice in writing to Obligee, and this bond shall be deemed cancelled at the expiration of said thirty days from date of receipt of such notice, and said Surety remaining liable for all or any fees or penalties covered under this bond, which may have accrued up to the date of such cancellation, under the terms, conditions, and provisions of this bond. EXECUTED this 6th 5- 3375 /GEEF 7/98 BOND TO GUARANTEE SATISFACTORY COMPLETION OF INSTALLATIONS ON ROAD RIGHT OF WAY BOND NO. S314702 , Obligee, in the amount of Six Thousand and No /100 * * * * * * * * * * * * * * * * * * * ** day of November , 2003 Pellco Construction, Inc. Employers Mutual Casualty Company ..t.AjZ Stacy CutbirtA Attorney -in -Fact 003 -258 142 RECEIVED' OfTY OP TUKWILA NOV 142001 PERMIT CENTER DOLLARS. PRINCIPAL SURETY THE FACE OF DOCUMENT HAS A COLORED BACKGROUND ON WHITE PAPER • BACK OF THIS DOCUMENT HAS A SIMULATED WATERMARK -.HOLD AT AN ANGLE TO VIEW. /EMC Insurance Companies No. 551175 P.O. Box 712 • Des Moines, IA 50303 -0712 CERTIFICATE OF AUTHORITY INDIVIDUAL ATTORNEY -IN -FACT KNOW ALL MEN BY THESE PRESENTS, that: 1. Employers Mutual Casualty Company, an Iowa Corporation 5. Dakota Fire Insurance Company, a North Dakota Corporation 2. EMCASCO Insurance Company, an Iowa Corporation 6. EMC Property & Casualty Company, an Iowa Corporation 3. Union Insurance Company of Providence, an Iowa Corporation 7. The Hamilton Mutual Insurance Company, an Ohio Corporation 4. Illinois EMCASCO Insurance Company, an Iowa Corporation hereinafter referred to severally as "Company' and collectively as "Companies ", each does, by these presents, make, constitute and appoint: • ROBERT E. HEILESEN, KIP W. VANDEVENTER, STACY CUTBIRTH, KAREN SWANSON, JOANNE REINKENSMEYER, HOLLI LAGERQUIST, LISA KERSTETTER, SIMONE U. MCGUIRE, INDIVIDUALLY, TACOMA, WASHINGTON its true and lawful attorney - in - fact, with full power and authority conferred to sign, seal, and execute its lawful bonds, undertakings, and other obligatory instruments of a MATI IE IUT EXCEEDING TEN MILLION DOLLARS ($10,000,000.00) and to bind each Company thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of each such Company, and all of the acts of said attorney pursuant to the authority hereby given are hereby ratified and confirmed. April 1, 2006 The authority hereby granted shall expire unless sooner revoked. AUTHORITY FOR POWER OF ATTORNEY This Power- of!Attorney is; made. and executed pursuant to and by the authority of the following resolution of the Boards of Directors of. each . of the Companies at a regularly scheduled meeting of each company duly called and held in 1999: RESOLVED The President and Chief. Executive Officer, any Vice President, the Treasurer and the Secretary of Employers Mutual; Casualty Company shall have power and : authority: to (1) appoint attorneys - - fact and authorize them to execute on behalf of each Company and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and (2) to remove any such attorney -in -fact at any time and revoke the power and authority given to him or her. Attorneys -in -fact shall have power and authority, subject to the terms and limitations of the power -of- attorney issued to them, to execute and deliver on behalf of the Company, and to attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and any such instrument executed by any such attorney -in -fact shall be fully and in all respects binding upon the Company. Certification as to the validity of any power -of- attorney authorized herein made by an officer of Employers Mutual Casualty Company shall be fully and in all respects :binding: upon. this Company. The facsimile or mechanically reproduced signature of such officer, whether made heretofore or hereafter upon :: a certified copy ;of any power- of- attomeyof the Company, shall be valid and binding upon the Company with the same force and affect as though manually affixed' IN SS. WHEREOF; the the have caused these ffevsts to be signed for each by their officers as shown, and the Corporate seals to be hereto affixed Seals ,, ,,,,,,,,,,,,,,,, , . • • ` ,,PP0 � ' •. so !;E CO '', kr s'R ,� ..c. ' J , o. . ...SEAL c)_ g i : 1863 2 e- : o . . . ::.,6riw • ': /OWr. it , ,, ' • • `• ,. N SU(IAAr� .o �NSURgN ; : ` �; ,, , POA ,, , F �, O `�� ,,,,,,,,, Si., SEAL SEAL =2 /,••' ,,�� /OWA . , ° A r r or� *URP+ +a ._ _ AP i olie � R UTH KRUMINS Commission Number 176255 ; • My Comm. Exp. Sept. 30, 2003 Bruce G. Kelley, Chairman of Companies 2, 3, 4, 5 & 6; resident of Company 1; Vice Chairman and CEO of Company 7 n•N.T/mv..- ..vn.ww. r+.titli�t%t,R".wnf�n.aw Jeffrey S. Birdsley Assistant Secretary Notary Public in and for the State of Iowa on beh,lfof Lisa Kerstetter, Simone U. McGuire are true and correct and are still in full-force and effect. � -�,}/t ��� In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this ay of .- ) . 17th January 2 003 On this day of AD before mes Notary Public in and for the State of Iowa, personally appeared Bruce G. Kelley and Jeffrey S. Birdsley, who, being by me duly sworn, did say that they are, and are known to me to be the Chairman, President, Vice Chairman and CEO, and/or Assistant Secretary, respectively, of each of The Companies above; that the seals affixed to this instrument are the seals of said corporations; that said instrument was signed and sealed on behalf of each of the Companies by authority of their respective Boards of Directors; and that the said Bruce G. Kelley and Jeffrey S. Birdsley, as such officers, acknowledge the execution of said instrument to be the voluntary act and deed of each of the Companies. My Commission Expires September 30, 2003. CERTIFICATE I, David L. Hixenbaugh, Vice President of the Companies, do hereby certify g that the foregoing resolution of the Boards of Directors by each of the 9 p J 7, 003 g y Companies, 19$ L rieli fileKOWAPa r ttffloy- Gutbifth, Karma- Swansea deanne- Reinkensmeyer-Helli- Lagergaist, Vice - President Form 7832 (9/02) "For verification of the authentici of the Power of Attorne ou ma call 515 280 - 2689.” Work Location: Abbreviated Work Description: Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): A , .TUkw S-koI 1) . 6 +0 i AdWl w ?id, c�0wvi boB2S9 Grantor /Borrower: Grantee /Beneficiary: CITY OF TUKWILA, a municipal corporation of King County, Washington s /yr .>j / LL 44. 7,r7Kei , 1. /� „�,:s 114 -4 , �, ,t - / an .s e.inL NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. Page J of X 4 13e 251 IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this /7 day of iwit,.2 , 2003. Dated No✓ern /zr IZ 2003 My appointment expires 6-/b- 2% Authorized Signature Authorized Signature STATE OF WASHINGTON) )ss. County of King ) certify that I know or have satisfactory evidence that /4ic.ha6/ .f Pe ll/ He,ri and is /ace the person(e) who appeared before me, and said individual(sr acknowledged that he/ie,They- signed this instrument and acknowledged it to be his /liet/tketr'free and voluntary act for the uses and purposes mentioned in this instrument. at,-, AeacA Al;ceA. Notary Publis in and for the State of Washington residing at Ken-fbo Page ? of 4 s GE A.D `1 ‘ Q � \Sg1ON Q. SID • NOTARY 9m � � • o t/� . PUBLIC ; l� ,l G 1..... 1 \ \\ UPWAS ............. .:,� .......4._..f.. ..v.t,� DATED this 2nd day of December 200 3 GRANTEE: CITY of TUKWILA By: wsc� Print Name: James Morrow Its: Public Works Director STATE OF WASHINGTON COUNTY OF KING On this day, before me personally appeared JIM MORROW to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. (seal) A A. D ... ■%, i :0 :0 ti PUBLIC _ 't 1 '.. l o ae462_ a htez-cA Name: Alice A. Dea,cy NOTARY PUBLIC, in and for the State of Washington, residing at Renfon My commission expires: Page 3 of+ z _ 1- • w 00 C/3 J = I-- N LL uj 0 • J LL.a co = �.. w z = zF w ui 0 o ww 9 - - o .. z w O z EXHIBIT A DEPICTION OF WORK LOCATION(S) Page 40f-14 VO /vg_ z re m . 00 N D J • = N LL w 0 LL 1=— _ Z F 1— 0 Z1— w • w 0 O — O H w • W. L I 0 w Z 0 1— z .77-2i de./ail fica,r211 ezioi4c) • PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE a'-o" BVC TM' TREATED SPECIFIED PLANTING MIX WATER AND TAMP TO REMOVE AIR POCKETS 2 STRAND TWISTED 12 GAUGE GAL. WIRE ENCASED IN 1" DIA. RUBBER HOSE PINE STAKES DR:VEN TO REFUSAL INTO UNDISTURBED SUBSOIL MIN. 24" DEPTH STAKE ABOVE FIRST BRANCHES OR AS NECESSARY FOR FIRM SUPPORT s-ee ti 6'ee 1,1) 574-eet e , / ° ° DECIDUOUS TREE SCALE: NOT TO SCALE --FORM SAUCER war...A.akiral_ ans'■ Fl E- a 7.. .,= 1 ..„. 1. ill 11 EM-741=- I ELE-II 7- '1=1 1413; ;1_1 111; 1 11 1= 71: 1 „In ,L2 --11=11: BALL DIA. ---/ 03- 2.91 pantwo consmarlon, Inc SUBJECT P.O. Box 82588 Kenmore, WA 98028 425-806-50 1 (Fax)42k808-5110 CIviWra • .4...gzne...z:..,4:4414, t: • DATE 47/0 BY PAGE OF lailargaga . WIN WEIL — —. July 21, 2004 Project No. 066 -03211 Permit No. D03 -259 RECEIVED City of Tukwila DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard Tukwila, Washington 98188 RE: Final Letter Regarding Tukwila School District Administration Building 4628 South 144 Street Tukwila, Washington To Whom It May Concern, In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Soil Compaction • Soil Bearing Verification • Reinforcing Steel • Cast In Place Concrete • Shearwall & Roof Diaphragm Nailing • Structural Masonry To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 1997 Uniform Building Code. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRA & TES, INC. William B. Throne Auburn Division Manager Pacific Northwest Region WBT\ta GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION CC: TUKWILA SCHOOL DISTRICT #406 & ASSOCIATES, INC. Offices Serving The Western United States 1501 — 15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 1, OEVE LOPMENT 0321I Final o'' 1: ^r. Krazan & ASSOCIATES, INC. June 23, 2004 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Ms. Ana Allison HEERY INTERNATIONAL 1011 Western Avenue, Suite 706 Seattle, WA 98104 RE: In Process Inspection Report Tukwila SD Admin Building Tukwila, Washington Dear Ms. Allison, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & A SCCT'ATES, INC. William B. Throne Auburn Division Manager Pacific Northwest Division WBT\rd Enclosures CC: CITY OF TUKWILA BJSS DUARTE BRYANT ReC eivEb 'JUN 28 2004 O 'LOp N r Offices Serving The Western United States 1501 — 15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 03211 break,doc .i:iiix:;.vo.E. . >.�L'l,,.kkS�li3r�3. Z:U' .�7.sz.�Wirl; 1'. U y�.y�- �i�.'`!y ��uvS •, '1 .:hk.e. tlrti�lr ::i5:tsti.�u,�;iLS3;,_ i:,�... "s::ii:'�.; ,•.L`:� Krazan & Associates, Inc. Project No. 066 -03211 Cyl. Code Weather Overcast Jurisdiction City of Tukwila Project Tukwila SD Admin Building Location 4628 South 144th Street Client Tukwila School District #406 Field Data Supplier Mutual Target Time Truck# Ticket # % Air (in.) (F) (F) (F) 1:00 Grout Box Used No Number of units used to form specimens MORTAR/GROUT REPORT Plant No. -- Flow or Mortar Air Site Mix Slump Temp. Temp. 4" 62 65 Initial Max /Min Temp. Placement Area 8 -1/2" Wythes & 7' Tall Masonry Screen Location HVAC enclosure, rev. 11/11/03 per Sect. Cut. A -110. #4 s @ 12" O.C. EW w/K web @ 24" O.C. Mortar slugged into 1 -1/2" air space between wythes. Resteel per plan. Remarks 2" x 4" mortar samples in Pellco's trailer, middle of shelving, left side of trailer entry. Please refer to Field Report No. 41144. Inspector D. Rierson Laboratory Data Cyl. Code 040839 040839 040839 040839 Test Date 5/28/04 6/18/04 6/18/04 Remarks Results Reviewed By Age 7 28 28 H Mid Pt. Width (in) 2.000 2.000 2.000 Design Strength 1,800 @ 28 days Height (in) 4.000 4.000 4.000 Cross Out of Section Plumb ( %) 0.0 0.0 0.0 1501 -15th Street NW Suite 106, Auburn, WA 98002, (253) 939 -2500 040839 Pour Date 5/21/04 Report No. 00572 Area (sq.in) 3.13 3.15 3.16 Engineer Architect BJSS Duarte Bryant contractor Heery International Max. Load (lbs) 4350 6400 6400 Comp. Strength (psi) 1,390 2,030 2,030 Date Reviewed / 5 Permit No. D03 -259 Reported Batch Data Design Weights Mix No. (Premixed) Cem.lbs. Design F. Ash lbs. Professional C. agg. lbs. 1 Type S C. agg. lbs. 2 # Bags C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Actual Weights Mix Grade Mortar ASTM C143 X ASTM C1064 ASTM C31 Field Test Methods ASTM C138 ASTM C173 Other Date Specimens Rec'd. 5/24/04 Tested Set # By TB TB TB Break Type N/A N/A N/A Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C109= +/ -10.7, ASTM C1019= +/- 14.4% Form 04103 Revision 0 Effective Dale 12/02/02 The Information provided on this report Is prepared for the exclusive use of the client. This report may not be reproduced In any format without the written permission of the client and Krazan & Aasoclales. Laboratory Test Methods X ASTM C39 X ASTM C109 ASTM C617 ASTM C1019 ASTM C1231 OTHER Test Results X Conforming Non - Conforming ' :c11 v:i:. 'uk:h 4 , 07/22/2004 09:34 FAX 002 Ve=-0 Kr'aZafl& ASSOCIATES, INC. July 21, 2004 City of Tukwila DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard Tukwila, Washington 98188 RE: Final Letter Regarding Tukwila School District Administration Building 4628 South 144 Street Tukwila, Washington To Whom It May Concern, In accordance•with your request and authorization, we have performed special testing and inspection services for the above referenced. project. The special inspections for this project were: • Soil Compaction • Reinforcing Steel • Shearwall:& Roof Diaphragm Nailing To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 1997 Uniform Building Code. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office at I 3 I i (253) 939 -2500. Respectfully submitted, & : . SO' ; TES, INC. William B. Throne Auburn Division Manager Pacific Northwest Region W137 \ t a GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION I CC: TUMTL4 SCI CUUL DISTIUCT #405 Offices Servin • Soil Bearing Verification • Cast In Place Concrete • Structural Masonry The Western United States RECEIVE[ JUL 2 2 2004 DEPARTMENT 1 I I 1501 -15 Stet NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939;2556 1 Project No. 066-03211 Permit No. D03 1 259 :032L1 Furrl 1�� W IMI■ •11111/15 l�a,Zal & ASSOCIATES, INC. 4/ GEOTECI- INICAL ENGINEERING • ENVIRONMENTAL ENGINEERIN 4 / 1 'i) 1- ��O�, CONSTRUCTION TESTING & INSPECTION May 26, 2004 Ms. Ana Allison HEERY INTERNATIONAL 1011 Western Avenue, Suite 706 Seattle, WA 98104 RE: Special Inspections Tukwila SD Admin Building Tukwila, Washington Dear Ms. Allison, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from May 20 to May 24, 2004. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications,_and_the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. William B. Throne Auburn Division Manager Pacific Northwest Region WBT\rd CC: CITY OF TUKWILA BJSS DUARTE BRYANT Offices Serving The Western United States 1501 — 15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 e yr KA No. 066 -03211 Permit No. D03 -259 2 () 03211 dtr.doc w z.. . ...i1.d >knufr.3uwL{: n9; .avYrravw-+u�,.�+we. � • :.ta" :.a....+: n ,w'.:.a•.r:W'aw.:.s:._s.Sr:«3� � ' � .•«� +, +�..aiti'LSiz.r:i2 ..,. ..„..,, Kr. .... 1•111101111. 11•IMI MEP. IN I=PO • a.Zan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: S PROJECT #: © Ij - D .3 2. / / PROJECT: Tii /4- t.;.,, ga LOCATION: 1 2 , ' l'74 KRAZAN PROJECT MANAGER: 4/23 (YA' 5/4.-e /1-s rP � 7 T 06 Nalt es d n/ S/- O. To the best of my knowledge, thy. Superintendent /Representative: h e /es 5 . (et e/s D -r,✓ / s « s )0 p/ %R'' e 4-7, X 9 y (. S i`ftJ 5/ 9 r a.,' a/ .e. - E pp 7? E .2 LC-3 -1? 6 4'.5 / 9 & ,i -4, 4 / 7 iv / p Off ,a -e-/ 3 f/ 7o x / 7 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 AS NOT performed In accordance with the approved plans, specifications, and regulatory requirements. • • • • • (559) 348 -2200 (661) 837 -9200 (209) 572-2200 (408) 271 -2200 (916) 564 -2200 FIELD REPORT NO: 41014 CONTRACTOR: pry I / p ( s JURISDICTION: 7 fCW,. 7,5 PERMIT #: »2 3 -- Z., S -- cr INSPECTOR: c D ,1 --/.p , R/ ,43,_ r 0.,,/ ,� WEATHER: a e .,.. 1 - c_ ,7_ TEMP: f 0 , (2v r Far 3 a � /b Q w .v j W 1 "x 2" X X'6 (t/4-s4 4221 Brickell St., Ontario, CA 91761 1501 -15" St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501-144' Ave. NE #F-300, Woodinville, WA 98072 :; ` • • • • t � � ` (909) 974 -4400 (253) 939 -2500 (360) 598-2126 (425) 485-5519 Revision 0 ttOYC!r':. t F, a.iwmw+k. aZ & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: -.2 t/ At PROJECT #: e G // - p PROJECT: V k La; /.9- S Z , , 1, A/ B/d r - LOCATION: 't&2 -r i r KRAZAN PROJECT MANAGER C" /.Xi �a GA-- tL ,t/ A-A/z /WS / it! r 1 41--r `1 1 1 - e-mrr / s"0 ° f 4-; r �i 0 't" ,� � 9 ` , 4 . 6 rYA�j' Y"?.t� (i Z °i /Q-t'rf" I emp r eP0 /t e To the best of my knowledge, the abov Superintendent /Representative: 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 • • • • • (559) 348 -2200 (661) 837 -9200 (209) 572 -2200 (408) 271 -2200 (916) 564-2200 FIELD REPORT NO: 41144 CONTRACTOR: ,P //C CJ 4�s\7 -, JURISDICTION: k f ,' PERMIT #: P Zs, INSPECTOR:,/),4-/ J, ;E; r S WEATHER: d !/ -r - -s'� TEMP: "= - �j'v r 6 e TQ .¢-S r.: I'G[e 4 C r � Q / r / � / leLt/�DrCP� /k/il-Sa vr p ,p P C i 4-/ 1 .c / ` � ( "it/ e P 8 A! M e / f 4 %- // `5' j �J�- K- r 2. 5 P J i'Y/ e r T L, /1�1�r�,o�r S PC7 ,, /�'d /� . 5 e m4/ lr 7 4• //D c4 -/i;' i d AdD I // f4-1 r S ,P-r e r ,v 5- e At-ii ®� 6 re Ade ems, es- _s '.' -e 6 AO ✓' , _ 7 2 Ap f i` c_J �a ©G �S' 6-4 b / /5.. &/ // t `� s A9- �l ``Q. C /4,1L �,� // A._ A/ J Ale r i -2-e .v , L GL✓¢ . 7)i7? -e - Df Al-h./AL-4/ �d L� /'`r r� /1-/ ( 4/01 ,,/u. u. 1n/ee i A Q l,� s /� /� �J� G - 6A -- /L/4 -4/: Z c� ,A,f/ /e #eG e?r � p ' iip-G e /� (� � a� 3 4 " �i a le �.l © ®r . e Zvi A/ l-o /- ,��` �/➢'e/ S . � .(1.- P - gym m e M..A rA-A/ AL?'" o v e- r A-A/7/e., rr- £ I e yr Q ,— 41- S Lv' e // S ewe 4-) r- i Alp i / r4- A,v W r.¢r' p/ e--E" / e./ '/ !n/ ,e7 /.v �J � , r 5pi—e / �e- tie e co 5p , t:,/A -/I E/e v4,4 o 4/ al✓ Technics et 4221 Brickell St., Ontario, CA 91761 1501 -15'" St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501-144 Ave. NE #F -300, Woodinville, WA 98072 c. • • • • WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. (909) 974-4400 (253) 939-2500 (360) 598-2126 (425) 485-5519 RCVi51011 0 Swq.0 y, ,u�n}y,�r:.r•. 44 .n .'... 1«... y t:: �ri2. i.; �n��>, +.`;rttuu•�riY*::- t -1'i;u iR3trQG {ty4 u0lCi,��� ��, i;,L' ,4"tE+ .. ` Ilr '• aZ & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: LC' -? ' PROJECT #: 4 6 1 / / PROJECT: . . / LOCATION: so_ /' KRAZAN PROJECT MANAGER 2 p e (. A-/ . Ys p n d P 4-A Q t C /�c £/�/l' /, s el re-" _5(v/-,a �.y � � f W f / P , _ Sec AL. (Y v / �� // p , � i 4471 S/tc9 fel 5'e/id //8' O p$� 41,0i-14,61-r, &sex / .ts ,D / /e4, >.s; or, ' @ /241c. , L,/eA g 2'f .t7i1C e_04A pA/ 5 ,v d . lip NO1P.r.5 1 Xs 0/Yr © A / Sf. r via k l i ✓ / t r A S /e 4' s a l l.1/ � fNC /0 1,LrP CDNjc1 r cc cf c.d GC- /'/�" /e ✓` re a , 7 �aJ j �' e N piers ©,vs C r� h/ , 1 (3) /1/1,4 -5 v /vs () AZ0 1 ( 10,r 5 #vA £NCB f 1.Lf� • s r e'V U/if -// V-a• Pr-,l �4 4 - 4-11 N Ai- IA) t /4 vehe r Be /?LS (�rQ L/, CZ 2<l ©.G, / / Nit r + /Pr t o 44p l 3°c, M M. 17 ,5 � f � 3 D 4-i , 1 7 2- F A -1 r �e.nti � .S 7 ° F Jo! `3 d fo the best of my knowledge, the ab superintendent /Representative: 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave„ Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 Sr 14 g ✓ CONTRACTOR: Fe-//e 0 JURISDICTION: Tic k G ✓, `/ *. PERMIT #: lb er3 23 INSPECTOR: 7)4-1.e- D. / e. rS o ...2/ WEATHER: (' /t,f -- TEMP:, `"5"; =- J""? °F AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. • • • • • (559) 348 -2200 (661) 837 -9200 (209) 572-2200 (408) 271 -2200 (916) 564 -2200 Tech �• ler 4221 Bricke St., Ontario, CA 91761 1501.15'' St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501.144* Ave. NE #F -300, Woodinville, WA 98072 FIELD REPORT NO: 41019 • • • • e ic Revision 0 Affective Date;:8/16/02:; (909) 974-4400 (253) 939-2500 (360) 598-2126 (425) 485-5519 ..a J ni ‘114 K r azan June 9, 2004 Ms. Ana Allison HEERY INTERNATIONAL 1011 Western Avenue, Suite 706 Seattle, WA 98104 RE: In Process Inspection Report Tukwila SD Admin Building Tukwila, Washington Dear Ms. Allison, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully s b mi ted, KRAZ N : AS INC. William B. Throne Auburn Division Manager Pacific Northwest Division WBT\rd Enclosures & ASSOCIATES, INC. UN 14 Q�N GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING 4 ? I3 CONSTRUCTION TESTING & INSPECTION CC: CITY OF TUKWILA BJSS DUARTE BRYANT Offices Serving The Western United States 1501— 15 Street NW Si4ite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 .. LZ+u.3Lak: 7 4- :razan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939 -2500 'roject No. 066 -03211 Cyl. Code 040752 Pour Date 5/7/04 Report No. 02269 Weather Overcast/Lt. Rain Jurisdiction City of Tukwila Permit No. D03 -259 Project Tukwila SD Admin Building Engineer Location 4628 South 144th Street Architect BJSS Duarte Bryant client Tukwila School District #406 Contractor Heery International 'field Data MORTAR/GROUT REPORT supplier Mutual Target Plant No. -- Site Mix X Design Mix Initial Flow or Grout Air Max /Min Slump Temp. Temp. Temp. Time Truck# Ticket # % Air (in.) (F) (F) (F) 11:1 Placeable 74 59 lacement Area Location Brick veneer, mortar type S (East wall plans) Remarks Mixed per manufactures instructions. Mutual Target, Design Mix. Please refer to Field Report No. 40959. ispector M. Jewell .aboratory Data Design Strength 1 ,800 @ 28 days Cross Mid Pt. Out of Section Max. Comp. Cyl. Test Width Height Plumb Area Load Strength Tested Break Code Date Age (in) (in) ( %) (sq.in) (lbs) (psi) Set # By Type 040752 5/14/04 7 1.983 4.009 0.0 3.09 3750 1,210 1 TB 1 040752 6/4/04 28 1.997 3.999 0.0 3.13 6500 2,080 1 TB N/A 040752 6/4/04 28 1.989 4.003 0.0 3.11 6700 2,150 1 TB N/A 040752 H 1 Rmarks tesults Reviewed By Grout Box Used Number of units used to form specimens Date Reviewed :odes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C109= +/- 10.7, ASTM C1019= +/- 14.4% xm 04109 svislon 0 tractive Dale 12/02/02 to Information provided on this report Is prepared for the exclusive use of the client, This report may not be reproduced In any format without the written permission of the client and Krazan & Associates. Reported Batch Data Design Actual Weights Weights Mix No. Cern. lbs. Mortar Type S F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Field Test Methods ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 ASTM C31 Other Date Specimens Rec'd. 5/11/04 640 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 ASTM C1019 X ASTM C1231 OTHER Test Results X Conforming Non - Conforming R ECEIVED 'JUN 0 5 2004 , —'y ��z� & ASSOCIATES INC. COMMN17 F1/ELOp June 2, 2004 Dear Ms. Allison, WBT\rd Enclosures GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Ms. Ana Allison HEERY INTERNATIONAL 1011 Western Avenue, Suite 706 Seattle, WA 98104 RE: In Process Inspection Report Tukwila SD Admin Building Tukwila, Washington KA No. 066 -03211 Permit No. D03 -259 Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & i SO TES, INC. William B. Throne Auburn Division Manager Pacific Northwest Division CC: CITY OF TUKWILA BJSS DUARTE BRYANT Offices Serving The Western United States 1501 — 15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 1::at J *n.7;e f .. Krazan & Associates, Inc. Project No. 066 -03211 Cyl. Code 040839 Pour Date 5/21/04 Report No. 00572 Weather Overcast Jurisdiction City of Tukwila Permit No. D03 -259 Project Tukwila SD Admin Building Engineer Location 4628 South 144th Street client Tukwila School District #406 Field Data MORTAR/GROUT REPORT Supplier Mutual Target Plant No. -- Site Mix Initial Flow or Mortar Air Max/Min Slump Temp. Temp. Temp. Time Truck# Ticket # % Air (in.) (F) (F) (19 1:00 4" 62 65 Grout Box Used No Number of units used to form specimens Placement Area 8 -1/2" Wythes & 7' Tall Masonry Screen Location HVAC enclosure, rev. 11/11/03 per Sect. Cut. A -110. #4 S @ 12" O.C. EW w/K web @ 24" O.C. Mortar slugged into 1 -1/2" air space between wythes. Resteel per plan. Remarks 2" x 4" mortar samples in Pellco's trailer, middle of shelving, left side of trailer entry. Please refer to Field Report No. 41144. Inspector D. Rierson Laboratory Data . Mid Pt. Cyl. Test Width Height Code Date Age (in) (in) 040839 5/28/04 7 2.000 4.000 040839 6/18/04 28 2.000 4.000 040839 6/18/04 28 2.000 4.000 040839 H Remarks Results Reviewed By 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939 - 2500 Design Strength 1,800 @ 28 days Date Specimens Rec'd. 5/24/04 Cross Out of Section Max. Plumb Area Load (%) (sq.in) (lbs) 0.0 3.13 435 Architect BJSS Duarte Bryant Contractor Heery International Comp. Strength Tested Break Set # By Type TB N/A Date Reviewed G�z 4: Shear 5: Columnar (Split) Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear Measurement Uncertainties: ASTM C109= +/- 10.7, ASTM C1019= +1- 14.4% Form 04103 Revision 0 Effective Date 12/02/02 The information provided on this report Is prepared for the exclusive use of the client. This report may not be reproduced In any format without the written permission of the client and Krazan & Associates. Reported Batch Data Design Actual Weights Weights Mix No. (Premixed) Cem.lbs. Design Mix F. Ash lbs. Professional Grade C. agg. lbs.1 Type S Mortar C. agg. lbs. 2 # Bags C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Field Test Methods ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 ASTM C31 Other Laboratory Test Methods x ASTM C39 X ASTM C109 ASTM C617 ASTM C1019 ASTM C1231 OTHER Test Results Conforming Non - Conforming MEI azaii & ASSOCIATES, INC. April 26, 2004 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Ms. Ana Allison HEERY INTERNATIONAL 1011 Western Avenue, Suite 706 Seattle, WA 98104 RE: Special Inspections Tukwila SD Admin Building Tukwila, Washington William B. Throne Auburn Division Manager Pacific Northwest Region WBT\rd CC: CITY OF TUKWILA BJSS DUARTE BRYANT KA o:15 -0321 Pe it No. D03 -259 Dear Ms. Allison, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on April 19, 2004. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & A RTES, INC. Offices Serving The Western United States 1501 — 15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 03211 df'.doc ::. i, w., .. �M+ nkVlwC51 :lu ;;Vt v+ster ...- -. • _ .. ... .+�+n.. �....... v , ZC J/.vLLs tv/7Y/ nN7W4C ro,? I /ova 49/Aic c om PAZ r/ o.v ox # 8ar4A40 ''wT iva i< ,iv(;- /9T A/o .e.,o /e//v0- ,trans 9`- i.-d -L ?8 .%o oh Cv dviECTiaM ..'Z R. Cv'?f?5CTION i..... /J/ pZ /J'Z ' a.#+i' .- 5,2 R U.27 W OA/ 4? i7t F 0 / A ,,ierz A / 1 7 / 7 x 9 / f re,e /4 .LS L✓zi2E f a14AJ To 2E' /A/ _447e0/e0/WC L 14//TA //'P2 vr.0 1r- $ ° Cs- 'a7. all & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 1 / PROJECT #- 6 6 - 2 / PROJECT: / 7 t ) 7 - ADhti� LOCATION: i f (y 0 e' T- KRAZAN PROJECT MANAGER' 1 'era u £s "TES„ a V 5' 7 a 57 To the best of my knowledge, the above(? WAS NOT performed In accordance with the approved plans, specifications, and regulatory requirements. Superintendent /Representative: 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 5808 Price Ave. Bld•. 1016, McClellan, CA 95652 • (559) 348 -2200 • (661) 837 -9200 • (209) 572 -2200 • (408) 271 -2200 • (916) 564 -2200 i s ", ,:` +•i�' Technician: FIELD REPORT NO: 4 0 3 8 5 CONTRACTOR: FZLLC1 (04.15 JURISDICTION: 74 /epv / L A PERMIT #: D 0 3 .05 4 INSPECTOR: &7 Syr if/4 WEATHER: PI CLOY . D -0,C 1 4h'12A604 #I/4' 4221 Brickell St., Ontario, CA 91761 1501 -15" St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501.144 Ave. NE #F -300, Woodinville, WA 98072 TEMP: SO • • • • Revision 0 7?Efrecuvo Dote: W10/02 (909) 974-4400 (253) 939 -2500 (360) 598 -2126 (425) 485 -5519 I MU 411•1111PIN AIMS 111•1111/111111Ols.M May 19, 2004 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION • Ms. Ana Allison HEERY INTERNATIONAL 1011 Western Avenue, Suite 706 Seattle, WA 98104 RE: In Process Inspection Report Tukwila SD Admin Building Tukwila, Washington Dear Ms. Allison, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSO TES, INC. WBT\rd Enclosures William B. Throne Auburn Division Manager Pacific Northwest Division CC: CITY OF TUKWILA BJSS DUARTE BRYANT azari & ASSOCIATES, INC. Offices Serving; The Western United States 1501 — 15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 03211 break.doc _._..,.......,.....a.,.u . ;L «Y4taA'r dt!..ai16.4 Krazan & Associates, Inc. Project No. 066 -03211 Cyl. Code 040752 Pour Date 5/7/04 Report No. 02269 Weather Overcast/Lt. Rain Jurisdiction City of Tukwila Permit No. D03 -259 Project Tukwila SD Admin Building Location 4628 South 144th Street client Tukwila School District #406 Field Data Supplier Mutual Target Design Mix Inspector M. Jewell Laboratory Data Remarks Results Reviewed By MORTAR/GROUT REPORT Plant No. -- Site Mix X Initial Flow or Grout Air Max /Min Slump Temp. Temp. Temp. Time Truck# Ticket # % Air (in.) (F) (F) (F) 11 :15 Placeable 74 59 Grout Box Used Number of units used to form specimens Placement Area Location Brick veneer, mortar type S (East wall plans) Remarks Mixed per manufactures instructions. Mutual Target, Design Mix. Please refer to Field Report No. 40959. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939 -2500 Design Strength 1,800 @ 28 days Cross Mid Pt. Out of Section Max. Comp. Cyl. Test Width Height Plumb Area Load Strength Tested Break Code Date Age (in) (in) ( %) (sq.in) (lbs) (psi) Set # By Type 040752 5/14/04 7 1.983 4.009 0.0 3.09 3750 1,210 1 TB 1 040752 6/4/04 28 1 040752 6/4/04 28 1 040752 H 1 Engineer Architect BJSS Duarte Bryant Contractor Heery International Date Reviewed "120 Reported Batch Data Design Actual Weights Weights Mix No. Cem. lbs. Mortar Type S F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Field Test Methods ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 ASTM C31 Other Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear Measurement Uncertainties: ASTM C109= +/ - 10.7, ASTM C1019= +/- 14.4% Form 04103 Revision 0 Effective Date 12/02/02 The Information provided on this report Is prepared for the exclusive use of the client. This report may not be reproduced In any formal without the written permission of the client and Krazan 8 Associates. Date Specimens Rec'd. 5/11/04 4: Shear 5: Columnar (Split) Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 ASTM C1019 X ASTM C1231 OTHER Test Results Conforming Non - Conforming R MR ° & ASSOCIATES, INC. *to, 'F� GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING �A�Tl CONSTRUCTION TESTING & INSPECTION May 19, 2004 Ms. Ana Allison HEERY INTERNATIONAL 1011 Western Avenue, Suite 706 Seattle, WA 98104 RE: Special Inspections Tukwila SD Admin Building Tukwila, Washington Dear Ms. Allison, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on May 14, 2004. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & A ATES, INC. WBT\rd William B. Throne Auburn Division Manager Pacific Northwest Region CC: CITY OF TUKWILA BJSS DUARTE BRYANT Offices Serving The Western United States Permit No. D03 -259 1501 — 15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 03211 dfr.duc 015 z =Z re w aa JU 0 CO 0 J = f- U) w w • ¢ I w Z = ZI- O • N O H w —0 z w U = O ~ z S. = cazan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: PROJECT #: ©I '- © 3 2- // PROJECT: LOCATION: DIG 2 9' S. ///1 S pi-, KRAZAN PROJECT MANAGER' LA/ RP' 3 i q e 4-5 r u —s y Cy r,¢-c / -, i f � d r 1/ i CAI - 1 1 , t B r; 6.-k 1��/vee / pA1(4 *1 A/o riqi L ✓/F // E/- -V- ,/ f # ' 4 "A( //, U e r r r. = r /I .0 e 4"/ 0 lie refit A-- ,?.f 14/,i-// f=/Ls1 /` 4.9 T, l7 - r/s — a� - i A n/ /t- r - r; ir' el/ .P/r 2 //xL,/,0,34 C e.i¢- Y 2 4 -�' 1 7 /v t,Lrr,r- !.✓11- / / 'A /I/�Ar.�Avi� /rn.- 8rk y i-,p 4 /l N elC- / t � 4-&' j/,�r1 e_4-/ s -7A-. / � V�- W , 4l'�j 4a? /492 e.( (2,-t l i-A., 2 —c.>' il, H ©, C Q /1�!fi Ui0 . 5 r 5 ��� 2 S r /1/41 /cc Pe b.4s�- 5 , /� g r4�9 -r b cL� e� IA); D��� << e/ �c �f�,�tii G.� / ;75",--4 r' .¢ A4 % A M G /t, P 3 /l/1 .v u. ' s � �/ o ; #45. /' o n/d,- rl e p� p.P r p,4 -ors A.1Q 41 r) A- S .T�.� Td--k e4/ re IA/ Go -/�i4 5 { e-1' m fl (3Mfr$cN5 (l) lied (--rr1 --�--- -4- Te4t A4 /� 6 °� /¢ i f �re ki p 5 - , - To the best of my knowledge, the abov Superintendent /Representative: 215 West Dakota Ave., Clovis, CA 93612 • (559) 348 -2200 2205 Coy Ave., Bakersfield, CA 93307 • (661) 837-9200 1025 Lone Palm Ave. #2E, Modesto, CA 95351 • (209) 572-2200 545 Parrott St, San Jose, CA 95112 • (408) 271 -2200 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 • (916) 564-2200 1! .+'4r1Si 3h,(1 31 .5t'.toSPA"Itk'�li ota, d? tr"!?' Y' t7, YE• i! rd; �C54fA'. 5?' v! MT SCU,t;. "roar...•tt' °.... ;;r:., .. , .. ,. „ - .i +:.i.iiri FIELD REPORT NO: 41008 CONTRACTOR: 7 / /CD (_6 A/S `v - JURISDICTION: k�,/ /` l ,/.- PERMIT #: 0 0 - 3 - .2 INSPECTOR:D4../. D, , t' rS 0 N WEATHER: C /�*- -r TEMP: 5 ' c i / Technician / ere -e_ , s H , r/ e.✓ 4 AS NOT performed In accordance with the approved plans, specifications, and regulatory requirements, 4221 Brickell St, Ontario, CA 91761 1501 -15" St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501 -144" Ave. NE #F -300, Woodinville, WA 98072 vet • • • • r 6 (909) 974-4400 (253) 939 -2500 (360) 598-2126 (425) 485-5519 Revision 0 Effective Date. 8/10 wa it' r •` si iYiei: aGol► cil•OftlMl,ltiiaia�Q6.1 ie a er MAY -25 -2004 15:30 MC SQUARED INC. FEIPM NI I Mr. MP . . IMP IN OM SS MC SQUARED INCORPORATED May 24, 2004 BJSS Duarte Bryant Architecture 108 First Avenue South Suite 200 Seattle, WA 98104 Attn: Mr. Jim Repogle Re: Tukwila School District, Administration Building -- Comments for • 5/24/2004 site visit Dear Mr. Repogle, The following items were discussed and required comment: • The roof rafters at the Large Conference, Room 100, can support the point load from the ceiling joist at the midpoint of the span as constructed. • Detail 6 on sheet S3.1 was constructed per the plans and calculations. STRUCTUHAI. • FOUNDATION • CIVIL ENCINEERS 360 3522044 P.02/03 1236 EAST 4TM AVE SUITE 101 OLYMPIA, WA 98506 (380) 75¢9339 FAX (360) 352 -2044 E- mall: eng®me2-lnc c ,n • The 3 1/8 x15 GLB header, at room 106, is to be. installed with (3) trimmers at each end per the plans. 3 - `1S'/ RECEIVED t'AY.27 2004 D EPARTMENT • The truss hangers, at the girder trusses over rooms 113 and 123, were not installed per the manufactures installation instructions. The hangers are to be nailed with 16d common nails with full nail penetration into wood. Blocking is to be installed between the joists next to the rim joist and the hanger re- nailed with 16d common nails. The (3) studs called for on the plans are to be installed at the girder truss locations in the wall. • The 5 1/8 x15 GLB , over rooms 106 and 108, is to be supported with a minimum of (3) 2x6 studs glued and nailed with lOds at 3" on center to the stud at the end of the wall and at each layer. The studs may be full height to the bottom of the beam, but must bear on a P.T plate. • The USP TED hangers at the roof trusses were not installed per the manufactures installation instructions. The hangers are to be,nailed with 16d common nails with full nail penetration into wood. However, the truss reaction not require the full capacity of the hanger. Therefore, the hangers may be installed with (9) of the 1 1 % " TEKO nails and (9) 16d common nails into 1 %z" of wood MAY -25 -2004 15:30 If you have any questions please call me at (360) 754 -9339. Thank you, Nanette S. Graham MC Squared, Inc. Senior Associate Engineer MC SQUARED INC. 360 3522044 P.03/03 TOTAL P.03 ti ti`G. ":'.ra.Li�i.:� .�: >� .. =,�Ca- ;.;� ?r;�''r�n4it ":ski z z w � j W U. O 0 CO CI J = CO LL WO g a a . 1 _ z � I-O z �- uj U � O N . W w H • 1 — O z W U =. OH z .1 • NB • Int ! IN - WI :, • a = == MC SQUARE INC011P011ATRD March 5, 2004 BASS Duane Bryant 108 First Avenue South Suite 200 Seattle, WA 98144 Attn: James E. Replogle Re: TUKWILA SCHOOL DISTRICT ADMINISTRATION BUILDING Dear Mr. Replogle, The shop drawings for the pre-manufactured roof trusses, dated 2 -13 -04 and additional information and revised truss designs, dated 3- 5.04, have been received I have reviewed the shop drawings, as well as the revised and additional information. The shop drawings in combination with the revisions, dated 3 -5-04, meet the intent of the design documents, dated 9.25 -03. Due to the framing changes, the connection of the structural fascia will need to be changed, as we previously discussed. The 4x8 structural fascias may be connected to the hip truss, R1, with Simpson HUC48 bangers. The 4x8 structural fascias may be connected to the other trusses, J10, J1OA & J10B, with (2) Simpson LUS50 clips at each truss as shown on the drawings. One clip will need to be installed to the truss prior to the 4x8 being installed. The clip will them be nailed to the 4x8 fascia. The portion of the clip attached to the truss will be covered by the 4x8 after the installation is completed. The second clip wilt be installed to the inside of the structural fascia and can be nailed to the fascia and the truss once the fascia is in placer 'Crafters are used at the overhang portion of the hip, the Simpson LUS26 hangers at the 2x6 rafters may be replaced with a Simpson A35 erg) on one side of the rafter. The A35 clip connection should be a cost savings. If you have any questions please can me at (360) 754 -9339. Thank you, MC Squared, Inc. Mee- Nanette S. Graham, P.E. Senior Associate Engineer RECEIVED MAY 19 2004 DEPARTMENT STRUCTURAL • FOLTIDATTOre • t,'rytr, 1235 EAST 4TH AVE SUITE tat OLYMPIA. WA 99506 (360) T54-6330 FAX (360) 352 -2044 C4116 rngO,v2- inc.com Cut N ERS d artimmoactomes . . 1746. ea Cltwtftt erca�iwimriai pai A tats minty do cal Woo anlydst Soo oo atae •e' togionolla el4tedloioundopo kallars'IAitite:• • c u l l , lot writer of festal eodonrtnnttalells f * ale : mop at fa plaint and lid cotsp;litae r4atliktbDWartieeo ddoccox ,Theoor t.-: I is Tpoaabb for =+intuits laid oonalyltg a8 4rittl& WW1/ laktioldon tai 1 ;axidoslogtis* � rtut al duns isdu* and poirobj Ns won' Ir • sib that 44 JlstiMwuhM� Z ~ W Ce 6 —I U co o w -J _ w g Q I I .. w z = H I— O Z I- W U � O � W t•- — O ..Z U= z f M 4 rr • awalummi Is • t • . 1 .11■0111r • er eft - • MC SQUARED RECEIVED INCORPORATED March 31, 2004 MAY 19 2004 DEPARTMENT BJSS Duarte Bryant Atm: Jim Replogle 108 First Avenue South Suite 200 Seattle, WA 98104 Fax: (206) 340 -0412 RE: Tukwila School District Administration Buildi g Fascia to hip truss coanectian Project #23366 Dear Jim, 1275 EAST OH NE SLATE 101 OLYMRA, WA 98505 (Mt 754-9659 FAX (3501352-2044 fitniaa ergikC2 ire Per our conversation and your email tegardlng the fascia connection, the fascia may be through bolted to the hip girder using (2) W' diameter thru bolts. The bolts need to be placed at least 2" from the top and the bottom of the beams and 3" between the bolts. If you have any gt estions, or if I may be of further help, please call me at (360) 754-9339. Sincerely yours, MC Squared, Inc. Chalese Smartt, P.E. Associate Engineer STRUCTURAL • FOUNDATION • CIVIL ENGINEERS Tukwila Administration Building ■ t .. i t.. DE �`rti. %'�i + G l cd ENT 1. Access hatch at mechanical mezzanine must be sized to allow the biggest piece of equipment to be removed. The largest piece of equipment is 24"x24". Our access hatch is 30 "x36 ". 2. Area above the file room at the location of the 2x6- ceiling joist must be accessible. A 22 "x30" min. attic access hatch has been provided. 3. There are four draft stops required per code. Each of those attic areas must be accessible. Draft stops can be no more than 60 ft apart or 3000 sq. ft. Four draft stops and access to each of those attic areas have been provided. Please see additional ceiling access detail and draft stop penetration door detail. If you have any questions, or if I may be of further help, please call me at (360) 754- 9339. Sincerely yours, MC SQUARED, INC. MIKE SZRAMEK P.E. Principal Engineer File c:1wp91My DocumenlssREPORTSIBJSS TUKWILA- FRAMING- QUESTIONS.wpoloifice - - page 2 - - . • IN • . 1. PIPPMI ,. ,..,. viL..::.{: atWa: :Tiai:.: , ; :.'.uG32.`.'a::itvt� 'e" ti3;::i�, �.. ^'' �tlLiii•+" is�wti� ?+ib?�itti�ix:ilGJa:3::.�: Post -it' Fax Note 7671 °- 4..0L1 ' es' To Grp., From CkcII coeot. �o S S Ca. MC Phone # Phone* -751, 'i ,73,73.7,01 Pax # Fax* MAY -18 -2004 08:49 MC SQUARED INC. 360 3522044 P.01/02 MC SQUARED, INC. Job. Tu K w td9 '4 ai ;,, at # c7 3 3617 OLYMPIA, WASHINGTON 98506 S o � , BY , LAS (360) 754 -9339 Date' FAX (360) 352 -2044 Sheet; Page of 1b a,1 la c• 4et pn U•s .•.C.oll 1 and.. Gui- end . dower - 4o axt, o l-,QV►q • . ( sl,Q.a1l�I� ifdr elm .. 1061/4.s @, 4 "o.6. SAM Sa s j3S' G li'P•i s ;•6 P .oF cad s C (a /32,c cam., . ' ticlA SO aL R 4F'1'e r -la o lo2cw, (n n ?.7c1 .r c& * . ti r�IaY i 8 2004 • BJSS DUARTE BRYANT . M�AN_AR I ¢J io SUPERII NDENT I 0 EXECUTIVE A551� IIJ 26' -2 1/2' HA�,WAT I P MANAGE R tar Drzpprarr A g"" r7.0 n pat, s /A7t2 BUDGET PURCH. /OPER. T 1611 SUPS IR NTENDENT I :81 41 FILE CONFERENCE ROOM SUPERINTENDENT I CEMENTITIOUS SHEATHING SOFFIT BOARD, TTP MDF Ark ELEC. �I7 UP RE ION 12 ROOF LINE ABOVE O AIL WA UP BREAK/LUNCH 11'1 Tair WORK /COPY MAI ;1• 1111 0 LARGE CONCE 12 ICJ UP I��r�.L CIRRICULUM DIR irk COP UP ADMI •TRATIVE AS • 5 ilk JANITOR/ T TAEILE/CCMAIR - - - L! J E ii 0 i��'dfhSPH'Y7 ICE IRA ESH5 DIRECTI ilk 0 MULTI - PURPOSE OFFI ACE VILA JOT are ,/ CLc3.1 papa Pert ,€ /A72 Z W [ QQ r � J0 00 co v)W J H W O } J LL w 1 �W Z = 1- O Z 1— 1/J • W O • - W W I— I- — U. O Z W • = O ▪ ~ Z 05/14/2004 12:09 FAX 360 357 9022 B.TSS •DLI,ARTE BRYANT AUTOMATIC LATCH, SUCH AS MAGNETIC CATCH, VELCRO OR SIM. 22' X 30" MIN, OPENING 1/2' PLYWOOD, Glhe, OR SIMILAR 1/2" PLYWOOD DOOR W/SELF CLOSING HINGES. Admin. Office for Tukwila Schools [j 004/ FRO). NO. 23032 DATE 5113104 REVISIONS ATTIC ACCESS THROUGH DRAFT STOP A5 A722 z ~ W c4 2 J0 O 0 co w J = I- • w w 0 2 g Q w d = w z I - I-0 z I- w • w D O O • N O I- W u.I H r• • O .z W U co O~ z 05/14/2004 12:09 FAX 360 357 9022 B.TSS DUARTE BRYANT a005/008 3/4' PLTWOOD LAID LOOSE ON EDGE OF GWB. PAINT 'TO MATCH CEILING. CEILING JOIST OR TRUSS CHORD 2 X 8 BLOCKING BETWEEN JOIST AND 2X BLOCKING ABOVE JOIST FOR 22' X 3O' MIN. ATTIC ACCESS PROJ. NO. 23032 DATE 5113104 REVISIONS NON -RATED ATTIC ACCESS Al A722 Admin. Office for Tukwila Schools SPEC. PGJSEC. DWG REF. DESCRIPTION OF REQUEST FOR INFORMATION Sec. # Dwg. # 3/S7.1 8/S2.1 Can 5/8 " expansion bolts be substituted for 5/8 " Anchor Bolts at interior walls? . REQUEST FOR INFORMATION Administration Office Tukwila School District DATE: 1/28/04 TO: BJSS Duarte Bryant FROM: Peilco Construction Inc. 108 First Avenue So. Suite 200 PO Box 8258 Seattle, WA 98104 Kenmore, WA 98028 Job #: 23032.00 ATTN: Jim Replogle SUBJECT: 5/8 " Expansion bolt Substitution This impacts: By: Chalese Smartt MC Squared Engineering to NONE Cc: File/ Mike Finnegan /Ana Allison, Project Team Job:# • RE( Mt‘' Originator: Mike Pellitteri To avoid project impacts please respond by 1114/04 ❑ COST Response: 5/8 " expansion bolts may be substituted instead of 5/8 " Anchor Bolts at interior walls. Note: This is not an authorization to proceed with work involving additional cost and /or time. Notification must be given in accordance with the Contract Documents if any response causes any change to the Contract Documents. ARCHITECTURE 108 first Avenue South, Suite 200 • Seattle, Washington 98104 T 206.340.1552 • F 206.340.0412 Date: 1/28/04 RFI No. 2 ❑ SCHEDULE March 10, 2004 BJSS Duarte Bryant 108 First Avenue South Suite 200 Seattle, WA 98104 Attn: James E. Replogle Re: TUKWILA SCHOOL DISTRICT ADMINISTRATION BUILDING Dear Mr. Replogle, The TR roof rafter is sufficient to carry the load over the south window of the large conference room, room 100. In this case the window header, indicated on the plans by a dark line over the window, may be eliminated. If you have any questions please call me at (360) 754 -9339. Thank you, MC Squared, Inc. Nanette S. Graham, P.E. Senior Associate Engineer RECEIVED (!Ay 19 2004 D EPARTMENT BUILDING • I I a • V . IM MI a INN IMIS NV a MC SQUARED INCORPORATED May 11, 2004 BJSS Duarte Bryant Architecture 108 First Avenue South Suite 200 Seattle, WA 98104 Attn: Mr. Jim Repogle Dear Jim: 1235 EAST 4TH AVE SUITE 101 OLYMPIA, WA 96506 (360) 754-9339 FAX (360) 352.2044 E -mail: engamc2- inc.com RE: Tukwila School District, Administration Building, Framing Questions In response to the questions sent to me on May, 7' 2004, I will answer to match the numbered questions. #4 The (5) 16d nails provide 159 pounds of capacity per nail for snow loading. The connection capacity is 795# at each stud. With the studs at 16" on center, the maximum truss span of 27' the actual load on the connection is 720 #. The connection has about 10% extra strength overthe requirement. Nailing into the narrow side of a stud does not change the nail shear value. # 5 The 2X8 ceiling joists span approximately 14'. The typical loading is 10 PSF of dead load and 10 PSF of misc live load. The joists are at 16" on center. The reaction is 186# per joist. With (3) 10d toe nails, their capacity would be 313 pounds, which is 67% greater than required. #6 We have attached a detail covering the connections of the 2X6 to the 2X12 rafter, and the connection of the rafter to the 6X12 beam. #7 The use of 2X2 square plate washers is required for shear walls per the.Uniform Building Code. The interior wall are not shear walls and have no specific requirement for square plate washers. #8 The 4X - fascia can be attached - to the pre - engineered truss using (2) 'Yz" diameter by 8" lag screws. #9 The HVAC grill in the large conference room can be headed out by using double framing at the area headed off. The use of Simpson U26 hangers can provide adequate support for this framing condition. STRUCTURAL • FOUNDATION • CIVIL ENGINEERS z w re 2 6 U 00 U O J U w w g w¢ I I- w Z = i- 0 Z I- w • w U O D O I- • w - .z CU o � z _ - 'mom arum GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 6, 2004 KA No. 066 -03211 Permit No. D03 -259 Ms. Ana Allison HEERY INTERNATIONAL 1011 Western Avenue, Suite 706 Seattle, WA 98104 RE: In Process Inspection Report Tukwila SD Admin Building Tukwila, Washington Dear Ms. Allison, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCI I William B. Throne Auburn Division Manager Pacific Northwest Division WBT\rd Enclosures CC: CITY OF TUKWILA BJSS DUARTE BRYANT azan & ASSOCIATES, INC. ES, INC. Offices Serving The Western United States 1501— 15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 03211 brcak,doc ■.razan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939 -2500 Project No. 066 -03211 Cyl. Code 040532 Pour Date 3/31/04 Report No. 01670 Weather Clear Jurisdiction City of Tukwila Permit No. D03 -259 Project Tukwila SD Admin Building Engineer Location 4628 South 144th Street client Tukwila School District #406 Field Data CYLINDER REPORT Concrete X Other Supplier Cadman Plant No. Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:20 287 450944 4 67 48 Placement Area Location 2nd floor mechanical mezzanine slab. 3 footings NW of building. Equipment pad slab on grade @ NE corner of building. Tested @ 11 cyds of 16 cyds total. Remarks Please refer to Field Report No. 40164. Inspector H. Vong Laboratory Data Architect BJSS Duarte Bryant Contractor Heery International Remarks Results Reviewed By Design Strength 3,000 @ 28 days Date Specimens Rec'd. 4/1/04 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 040532 4/7/04 7 4x8 12.53 65000 5,190 MR NA 040532 4/28/04 28 4x8 12.56 89000 7,090 TB NA 040532 4/28/04 28 4x8 12.52 87500 6,990 TB NA 040532 H 4x8 Date Reviewed 5 - (b Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +/- 8% Form 03101 Revision 2 Elfechve Dale 12102102 The Information provided on this report Is prepared for the exclusive use of the client. This report may not be reproduced In any format without the written permission of the client and Krazan 8 Associates. Reported Batch Data Design Actual Weights Weights Mix No. 603083 Cem. lbs. 480 F. Ash lbs. 85 C. agg. lbs. 1 3/8" 1783 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1 392 Water lbs. 186 Air Ent. (oz) 3 Admixture 22.9 WRA Other (oz) Fiber Mesh Other (oz) Other (oz) Water Added on Job (gals.) 5 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 Other Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming �rd�okkAzd - -, aZl �y &ASSOCIATES, INC. boo GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERI 4 , CONSTRUCTION TESTING & INSPECTION 4V7 T May 6, 2004 Ms. Ana Allison HEERY INTERNATIONAL 1011 Western Avenue, Suite 706 , Seattle, WA 98104 RE: Special Inspections Tukwila SD Admin Building Tukwila, Washington Dear Ms. Allison, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from April 30 through May 4, 2004. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. William B. Throne Auburn Division Manager Pacific Northwest Region WBT1rd CC: CITY OF TUKWILA BJSS DUARTE BRYANT Offices Serving The Western United States 1501— 15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 KA No. 066 -03211 Permit No. D03 -259Q 03211 tlfr.dec • e d :, ^',XJ;uwG�icF��G'ss3s'ef�i.u` $af:0ikl:Ylf.j :A'r: ''iv.:f�. Lu/'�iN t�T.t[�k =— IK t1Z1T1 & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 1-- ' 1 PROJECT #c- 0- 3.2-11 PROJECT: / 4 D i7 4.4.1 LOCATION: r S. //".' ' KRAZAN PROJECT MANAGER' W757 To the best of my knowledge, the abov Superintendent /Representative: 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 • (559) 348-2200 • (661) 837 -9200 • (209) 572 -2200 • (408) 271 -2200 • (916) 564.2200 CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: Technician: ' ._ ! __.�rsV'�r+:��' raw. ro... p. t7y `YhwaM�eF$rtt r-r �. t,:.., rs,� :'i •Ix.,.^e•s,;.....Y, n FIELD REPORT NO: 40910 zze et�SAI /L4 'Obvi (64 4221 Brickell St., Ontario, CA 91761 1501 -15 St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501.144 Ave. NE #F -300, Woodinville, WA 98072 cav p LS c S?,i4 �s / /r r S'I l mil' S' ' dr. ict S� cu e pig pe tc c� 5 7e _ �� 4f G� . i x 40,4 LE'., 40A ' M– I dd AS NOT performed in accordance with the appro / pl. s, specifications, and regulatory requirements. i f • TEMP: (909) 974-4400 (253) 939 -2500 (360) 598 -2126 (425) 485 -5519 Revision 0 r • aZaZ & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: - PROJECT #: 'eA -- 'j.2 // PROJECT: /1. OCATION:le; � KRAZAN PROJECT MANAGER 62 To the best of my knowledge, the abov Superintendent /Representative: 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 5808 Price Ave. Bldg, 1016, McClellan, CA 95652 • • • • • !F!i !u @nwa ;M.y CONTRACTOR: 491/61/ a /9 JURISDICTION: �y PERMIT #: INSPECTOR: WEATHER: 4i/se t fl A `m .fi n k� CA-,0 Lin oLivv r FIELD REPORT NO: 40714 TEMP: . _ _a �!._• • ma ,dl �+ i� • 3 / WAS NOT performed In accordance with the approved plans, specifications, and regulatory requirements. clan: C 'C / TY7 [ 1.-7/ / (559) 348-2200 4221 t8rickell St., Ontario, fA 91761 (661) 837 -9200 1501-15" St. NW Suite 1 6, Auburn, WA 98002 (209) 572 -2200 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 (408) 271 -2200 19501.144" Ave'. NE #F -300, Woodinville, WA 98072 (916) 564-2200 • • • • (909) 974-4400 (253) 939-2500 (360) 598-2126 (425) 485-5519 Revision 0 • . .....:..... .... .�; -, l%( Tp .Gjivcl�iGl�i,�(luiu�,.,K,�,.,. Hit hou, ibeiKaten neirnisilri ' ndfiho,clicat;e0,l.Knagn&a'x a "fir •t , I- Ms. Ana Allison HEERY INTERNATIONAL 1011 Western Avenue, Suite 706 Seattle, WA 98104 William B. Throne Auburn Division Manager Pacific Northwest Region W BT\rd CC: CITY OF TUKWILA BJSS DUARTE BRYANT aZan & ASSOCIATES, INC. GEOTECI - INICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 12, 2004 KA No. 066 -03211 (�,,� Permit No. D03 -259 �/Jv I RE: Special Inspections Tukwila SD Admin Building Tukwila, Washington Dear Ms. Allison, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on May 7, 2004. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOC)TES, INC. Offices Serving The Western United States 1501— 15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 03211 dfr.doc ;i�:.;Fl ia�" ii::. ie2. ahi` si't u��; v: i, ��: �' r`:: �`, �. i�. i;. isrcv: �: i� :(i�:;;s:kti:»adzvC�• � , � IPrY�l�i� rar+�ra�wwM�.�neaw.wrrrtw�.4 ; DATE: PROJECT #: 1.2 (¢ �� l 1 PROJECT: LOCATION: 1 -4 w W\ KRAZAN PROJECT MANAGER: W Q V G.AN '‘'Sc cc.A r n, 1" 1'm L 1 ( s 01'.)4 4. el 4J k ?o1 o,b)e- w af c.M u' 6 /1 . c. c. - a 5 e,e 'MOrTc r r e p o rT IN) co , o a (9`1 V c:�SS - flQ g �i3 4 £ P,YN fl • LOL i i.n`.;totIct'tic)n per p c>\n'S ft S p e,c..S I( r azirTI & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION c.,e e-v-02 \L1 c,Q ey- nr cDN r \ft \I CYl, v C a \S ca cLA 0 r- r i> e C 1 �/it :'�,c,l .v,r. ( : aCI lln rtes‘ r ; �1 c (Y)0 .. NMr,i'Lc « -r -.)4, 1.r r,i o, (Y) i1 ni., rIN o f 'Z m `n . fo the best of my knowledge, the abov Superintendent /Representative: ?15 West Dakota Ave., Clovis, CA 93612 ?205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 ' Price Ave. Bld . 1016, McClellan, CA 95652 WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. • • • • • (559) 348 -2200 (661) 837 -9200 (209) 572 -2200 (408) 271 -2200 (916) 564-2200 P.v~r \ 4221 Brickell St., Ontario, CA 91761 1501 -15' St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501.144* Ave. NE #F -300, Woodinville, WA 98072 FIELD REPORT NO: 40959 CONTRACTOR: p _ l � �n r 25 0/1 JURISDICTION: j PERMIT #: INSPECTOR: er TEMP: WEATHER: ©�� -kr- � � .51 \ \ 0-, An • • • • (909) 974 -4400 (253) 939 -2500 (360) 598 -2126 (425) 485 -5519 Revision 0 ea ele: -.. a WM. 111MIPM 1< April 2, 2004 Ms. Ana Allison HEERY INTERNATIONAL 1011 Western Avenue, Suite 706 Seattle, WA 98104 Respectfully submitted, KRAZAN & AS CITES, INC. William B. Throne Auburn Division Manager Pacific Northwest Region WBT\ta CC: CITY OF TUKWILA BJSS DUARTE BRYANT azan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION RE: Special Inspections Tukwila SD Admin Building Tukwila, Washington E CIL v et) CO, v, 'f OEV EC p M F KANo. S• Pern ' o. D03 -25 9 Dear Ms. Allison, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from March 29 to March 31, 2004. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Offices Serving The Western United States 1501 — 15 th Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 032110 lar47. 1111171 <t azan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: PROJECT #' (9�O -- -I,�'/ PROJECT: ■ - ' i' PIS LOCATION V f /41 KRAZAN PROJECT MANAGER: To the best of my knowledge, the abov_ WAS / Superintendent /Representative: 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 'AV CONTRACTOR: ez �� --D JURISDICTION: PERMIT #: INSPECTOR: WEATHER: AS NOT performed in accordance with the approv d pia Technician: • (916) 564 -2200 Fc: h�j;^'" rt': i4`.✓ sk;;::'%".{ el' lT�!; rv'? ii`2 .�.t>`!i3,V'i „'3'?32+'est`r.;.. r .. FIELD REPORT NO: 40160 Gal • (559) 348 -2200 4221 Bricke)L8(., Ontario, CA 91761 • (661) 837 -9200 1501 -15* St. NW Suite 106, Auburn, WA 98002 • (209) 572 -2200 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 • (408) 271 -2200 19501 -144 Ave. NE #F -300, Woodinville, WA 98072 rt. TEMP: , specifications, and regulatory requirements. (909) 974 -4400 (253) 939 -2500 (360) 598-2126 (425) 485-5519 Revision 0 • E1ketivc DUta. 8II6/02•1,s au vn'411S..'`. • Mina- ISOM i aZ aZ & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: — 3/- PROJECT #• PROJECT: i/ LA 7 LOCATION: 464f J /4 KRAZAN PROJECT MANAGER ‘ /7 '1 € 5 To the best of my knowledge, the above Superintendent /Representative: 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 • • (559) 348 -2200 (661) 837-9200 (209) 572 -2200 (408) 271 -2200 (916) 564-2200 FIELD REPORT NO: 40164 CONTRACTOR: EGG c2 6ALC JURISDICTION: '7 k eg1C-A- e PERMIT #: INSPECTOR: VOdV9 WEATHER: — e..67' TEMP: 46- S A/5 A5 uc -- &- - v t r-z t < el 7 dodoes a E l< c:DaL/ 51 ,4-6 c'r/ ,c2A ( m:7,-) A-7 AI E eo<A1 - urt - 2"ri-, , OZ < ; 1 6-7 - 726- Gam- 4i�7i Us So/ e. / . z 4 a C� P6-"l re , 1-eiv Li/ i -67 7 ,_/(?/ ,3 -7fn. -,v C-7 S4/ l✓ . 2 z- nti / m 776! fl /; - /v-t-t5- S /5 C i c3o iTff -- /4- - 7" 6 t el -OK) --moo D/= �� � /34:0 c' 4-- 7 //D t -r ,r / Technician: WAS NOT performed in accordance with the approv-d pl 4221 Brickell St., Ontario, CA 91761 1501.15"' St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501.144" Ave. NE #F -300, Woodinville, WA 98072 s, specifications, and regulatory requirements. flAdet1ini.01ec.8l1 (909) 974 -4400 (253) 939-2500 (360) 598 -2126 (425) 485.5519 a = Z ~ w IX 2 00 CO C va J i-- U w w L = w I- _ Z � t- o w ~ 0 0 i— III w I— u. O w Z co O~ Z Noma trimasam K April 2, 2004 Ms. Ana Allison HEERY INTERNATIONAL 1011 Western Avenue, Suite 706 Seattle, WA 98104 RE: In Process Inspection Report Tukwila SD Admin Building Tukwila, Washington Dear Ms. Allison, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & AS $0 RTES, INC. William B. Throne Auburn Division Manager Pacific Northwest Division WBT\ta Enclosures GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION CC: CITY OF TUKWILA BJSS DUARTE BRYANT aza & ASSOCIATES, INC. REcEn,E .w CO141A,i D EVF.LOFtyi; : .,, KA.No -06 Permit Offices Serving The Western United States 1501 — 15'' Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 i1:'.:.. i' xf,:.: ,'•uifw4''..:wiiurtGtsk Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939 -2500 Project No. 066 -03211 Cyl. Code 40355 Pour Date 2/28/04 Report No. 2047 Weather Overcast Jurisdiction City of Tukwila Permit No. D03 -259 Project Tukwila SD Admin Building Location 4628 South 144th Street Client Tukwila School District #406 Engineer Architect BJSS Duarte Bryant contractor Heery International Field Data CYLINDER REPORT Concrete X Other Supplier Cadman Plant No. 51 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 9:02 282 4445054 5 3/4 61 46 Placement Area Location Entire interior slab Remarks Placed by pump and consolidated by HF vibration and hand screed. Fibermesh and hot water used, high range water reducer used. 11 yard Toad Please refer to Field Report No. 40469 Inspector R. Hansen Laboratory Data Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 40355 -1 3/8/04 9 4x8 12.53 35000 2,790 TB NA 40355 -2 3/29/04 30 4x8 12.54 48000 3,830 TB NA 40355 -3 3/29/04 30 4x8 12.53 49000 3,910 TB NA H Remarks Results Reviewed By Design Strength 2,500 @ 28 days Date Specimens Rec'd. 3/2/04 Date Reviewed VA — Form Form 0101 Revision 2 Effective Dale 12/02/02 The information provided on this report Is prepared for the exclusive use of the client. This report may not be reproduced In any format without the written permission of the client and Krazan 6 Associates. Reported Batch Data Design Actual Weights Weights Mix No. 501081 Cem. lbs. 400 F. Ash lbs. 70 C. agg. lbs. 1 1988 3/4 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1448 Water lbs. 270 Air Ent. (oz) WRA (oz) 19 Gienium (oz) 10 Other (oz) Other (oz) Water Added on Job (gals.) 10 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM 0173 X ASTM C31 Other Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +1- 8% 4S'.t 174,∎^4 /h Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming ; razan & ASSOCIATES, INC. March 25, 2004 of GEOTECHNICAL ENGINEERING • ENVIRONMENTAL NGINEERIN CONSTRUCTION TESTING & INSPECTION Ms. Ana Allison HEERY INTERNATIONAL 1011 Western Avenue, Suite 706 Seattle, WA 98104 RE: In Process Inspection Report Tukwila SD Admin Building Tukwila, Washington Dear Ms. Allison, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & AS CI ES, INC. William B. Throne Auburn Division Manager Pacific Northwest Division WBT\ta Enclosures CC: CITY OF TUKWILA BJSS DUARTE BRYANT KA No. 066 -03211 Permit No. D03 -259 Offices Serving The Western United States 1501 15` Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 ,14,L;; :41: a' .: Y,ai'• +r .. • ..4w...; AA:a+a.ru .� Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939 -2500 Project No. 066 -03211 Cyl. Code 40298 Pour Date 2/18/04 Weather Clear Jurisdiction City of Tukwila Project Tukwila SD Admin Building Engineer Location 4628 South 144th Street Architect BJSS Duarte Bryant Client Tukwila School District #406 contractor Heery International Field Data CYLINDER REPORT Concrete X Other Supplier Cadman Plant No. 54 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 2:23 238 4443114 NA 3 63 47 Placement Area Location Concrete placed with in stem wall footings at the northwest corner. (No grid lines given on plans) Concrete chuted resteel per plan. HF vibration to consolidate. Remarks Resteel and material in compliance with the approved plan and job specs to the best of my knowledge. Inspector D. Rierson Laboratory Data Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set# By Type 40298 -1 2/25/04 7 4x8 12.56 61500 4,900 TB NA 40298 -2 3/17/04 28 4x8 12.61 76500 6,070 TB NA 40298 -3 3/17/04 28 4x8 12.61 78500 6,230 TB NA H Remarks Results Reviewed By Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C -39 +/- 8% Design Strength 2,500 @ 28 days Date Specimens Rec'd. 2/20/04 Date Reviewed 37 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 03101 Revision 2 Ellective Dale 12102/02 The information provided on This report Is prepared for the exclusive use of the client. This report may not be reproduced In any formal without the written permission of the client and Krazan 8 Associates. ' ,+::asssrva.� r ...._... Report No. 1818 Permit No. D03259 Reported Batch Data Design Actual Weights Weights Mix No. 501081 Cem. lbs. No Batch F. Ash lbs. Weights C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz) Admixture Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 Other Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming �Hw�. Baru ;z'.Y�4tt�t+¢FddPEdNBka:#♦�.. Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939 -2500 Project No. 066 -03211 Cyl. Code 40321 Pour Date 2/20/04 Report No. 1648 Weather Clear Project Tukwila SD Admin Building Location 4628 South 144th Street client Tukwila School District #406 Field Data CYLINDER REPORT Concrete X Other Supplier Cadman Plant No. Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 1:30 232 4443679 4 65 49 Placement Area Location Stem wall Northwest corner section resteel anchor bouts hold downs found in conformance with approved plans Remarks Concrete placed by chute and consolidated by vibrator. Inspector H. Vong Laboratory Data Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 40321 -1 2/27/04 7 4x8 12.48 45000 3,610 TB NA 40321 -2 3/19/04 28 4x8 12.55 65500 5,220 TB NA 40321 -3 3/19/04 28 4x8 12.55 57500 4,580 TB NA H Remarks Results Reviewed By Jurisdiction City of Tukwila Permit No. D03259 Engineer Architect BJSS Duarte Bryant Contractor Heery International Reported Batch Data Design Actual Weights Weights Mix No. 601020 Cem. lbs. No Batch F. Ash lbs. Weights C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz) Admixture Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 3 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 Other Design Strength 2,500 @ 28 days Date Specimens Rec'd. 2/24/04 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +/- 8% Form 03101 Revision 2 Effective Data 12/02/02 The Information provided on this report Is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan 8 Associates. • wZ.+ sy1* RG' K? MdwrM+* Pis4�?l re7.+ n+ a���. a n- rne+ rnmor ,�ay.r+laFTt4'�NasgbtCtRq�' -- 1< March 5, 2004 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Bill Van de Bogert TUKWILA SCHOOL DISTRICT #406 4640 South 144 Street Tukwila, WA 98032 RE: Special Inspections Tukwila SD Admin Building Tukwila, Washington Dear Mr. Van de Bogert, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from February 27 to February 28, 2004. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASS CI ES, INC. William B. Throne Auburn Division Manager Pacific Northwest Region WBT\tr CC: CITY OF TUKWILA HEERY INTERNATIONAL BJSS DUARTE BRYANT azaZ & ASSOCIATES, INC. RECE OR 10 200h DEVELOPM r Offices Serving The Western United States 1501 — 15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 03211 dfr ,:. r . ;•••• -�� I(I'2IZ & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 21 FCP,RuAR ^,to(14 PROJECT #' O(,C, 03211 PROJECT: T ^ ► LOCATION: 4'25 S, 144 KRAZAN PROJECT MANAGER: WET OK) SITE / Nyvt. ^, b Gtr THE COIJTR \CTO2-- Foe/ I:crtJFol`C b Col3CQeT )I3SRc:CTIC1t,) SlAd dp 61z.ADc: FOR FNTIQt Bort_bt3G,, U PO u T THE Sa WA CONTRACTOR: PELLCo JURISDICTION: (1 ; 'r c)F Tu KW(LA PERMIT #: D o3 - 259 INSPECTOR: RA).3GL( HANStt) WEATHER: RA1 E P�AC`F/�c =n�i WA5 CA mCCLLEN Duel Z i i ;sic .cMENi WEa bER. FIELD REPORT NO: 4 0474 TEMP: eft To the best of my knowledge, the above WAS / WAS NOT performed In accordance with the approved plans, specifications, and regulatory requirements. Superintendent /Representative: 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 (559) 348-2200 (661) 837 -9200 (209) 572-2200 (408) 271 -2200 (916) 564-2200 Ician: (2.4 �i 4221 Brickell SI(/Ontario, CA 91761 1501.15"' St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501-144 Ave. NE #F-300, Woodinville, WA 98072 Revision 0 Effective Date: 8/16102 ...� -.. m_. __.._._.....: _.....�..�.....�w +n • (909) 974-4400 • (253) 939-2500 • (360) 598 -2126 • (425) 485.5519 —� aZ &Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ZH FESKuriR.' zap¢ PROJECT #• °Lao -0 3z1 I PROJECT: 0KWIL11 517 ,W# -1I►.0 73u IL LOCATION: 46$8 .5. 144r-h' KRAZAN PROJECT MANAGER: 4v i, T d),I .i► T E A5 iZFQUE.TED 3 THE= CON TRAc" i e FOR I FIUFoZCt_ COIJC7 J±TE Ii...NPCCTroaS dP )NITET2)r712-5L.4i3 0t.l CGRaDE. E ► RC Qult.l Ct-tECrSE7 31-.0r3 RE5rEL Pe lore ktr'7tt, 1C\ FOnl tk.) 4,0111 S(415 st=,CTt&t.3S PCILTETMLS 31 33 ou Sf IEETcS REf3 EEt lIJ Pt.RCe Pep. PtArJ, F1BERMe 11ScL, f 00TE C Q S(-tctT 52.0. CAST A SCT C)P C YLt 13DERS C)1 1 CADMA1,) M1k SO(QpI It Yt1 LOAD. (SEE CYC IN6e REF - i a2o4 - 7 Frye, TI.ST 'NA•TA.. COQCRETE PL.A(',OL POMP' AuN COK)SOLI6A'Tt`.fl BY I-i(F VfSRA Ic ) AOt 14‘20,b. C(I13 T RACCOL (/SE.V1 A (- (1- RW.1G/I 1A/6.1" REf uCE2 S L? WrhkKAR(L(r''(. "TOTAL -'ARM fo the best of my knowledge, the above Superintendent /Representative: 215 West Dakota Ave., Clovis, CA 93612 ?205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. • • • (559) 348 -2200 (661) 837-9200 (209) 572 -2200 (408) 271 -2200 (916) 564-2200 CONTRACTOR: `PELLCO JURISDICTION: CITY of 724KW►LA PERMIT #:')7o'3- —5 1 INSPECTOR:'' » 1.44uE,1 WEATHER: ovcRcar niclan: G 44e) t (2/1,4 .Gr� Brickell ^ Ontario 4221 Ontario, CA 91761 1501-15" St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501-144' Ave. NE #F -300, Woodinville, WA 98072 FIELD REPORT NO: 4 0 4 6 9 • • • • TEMP: 44G — (909) 974 -4400 (253) 939-2500 (360) 598 -2126 (425) 485 - 5519 Revision 0 alfRnt��L11. •tr ►" •,�,w, -�- 111<hr - - _ - March 11, 2004 Mr. Bill Van de Bogert K TUWILA SCHOOL DISTRICT #406 4640 South 144` Street Tukwila, WA 98168 RE: In Process Inspection Report Tukwila SD Admin Building Tukwila, Washington Dear Mr. Van de Bogert, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & SSOCIATES, INC. William B. Throne Auburn Division Manager Pacific Northwest Division W BT\tr Enclosures �` a ' 1 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION CC: CITY OF TUKWILA HEERY INTERNATIONAL BJSS DUARTE BRYANT RECEIVED MAR 1 1 2004 COMMUNITY DEVELOPMENT Offices Serving The Western United States 1501 — 15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 KA No. 066 - 0321;1 MrKA% 03 159 Krazan & Associates, Inc. Project No. 066 -03211 Cyl. Code 40193 Pour Date Jurisdiction City of Tukwila Weather Rain Project Tukwila SD Admin Building Location 4628 South 144th Street Client Tukwila School District #406 Field Data Concrete Supplier Time 11:15 X Other Cadman Truck# 246 CYLINDER REPORT Ticket # % Air 439391 NT Plant No. C -2 Site Mix Mix Air Slump Temp. Temp. (in.) (F) (F) 5 65 52 Unit Wt. (pcf) Placement Area Location 4'8" stem walls from exec. Asst. Rm. North side to west side full length to south side to west side at ftg elev. Stem wall footings from west entrance to north side entrance. Concrete pumped and vibrated with HF vibrator. Resteel per plan see 1,2 and G /S2.1 Remarks Resteel and material in compliance with the city approved plan and job specs to the best of my knowledge. 10 cubic yards cubic yards +/- Inspector D. Rierson Laboratory Data Cyl. Test Code 40193 -1 40193 -2 40193 -3 40193 -4 Date 2/5/04 2/26/04 2/26/04 Remarks Results Reviewed By Field Cure Age 7 28 28 H Design Strength Dim. 4x8 4x8 4x8 4x8 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C -39 +/- 8% tq Area 12.49 12.50 12.50 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939 -2500 Engineer Architect BJSS Duarte Bryant Contractor Heery International 2,500 @ 28 days Date Specimens Rec'd. 2/5/04 Max. C.F. Load 41500 72500 72000 1/29/04 Report No. 1806 Permit No. D03 -259 Comp. Str. (psi) 3,320 5,800 5,760 Date Reviewed Reported Batch Data Mix No. Cem. lbs. F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz) Admixture Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Tested Break Set # By Type TB NA TB NA TB NA Design Weights 601020 564 1355 3/4 512 3/8 1337 374 4 X ASTM C143 X ASTM C1064 X ASTM C31 Field Test Methods ASTM C138 ASTM C173 Other Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 03101 Revision 2 EltecUve Dale 12/02102 The Information provided on this report Is prepared for the exclusive use of the client. This report may not be reproduced In any format without the written permission of the client and Krazan 8 Associates. Actual Weights 0 Test Results X Conforming Non - Conforming i YA Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939 -2500 Project No. 066 -03211 Weather Cloudy Project Tukwila SD Admin Building Location 4628 South 144th Street Client Tukwila School District #406 Field Data CYLINDER REPORT Concrete Yes Other Supplier Cadman Plant No. 54 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 1:30 239 4440411 NA 4 58 47 Placement Area Location West stem wall from 12 ft. 4 inches from south west corner of building to 63 ft. 8 inches northward. From northwest corner running east 40 feet. Remarks Concrete placed via truck chute and consolidated with HF vibration. Inspector K. Gordon Laboratory Data Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 40199 -1 2/11/04 7 4x8 12.46 58000 4,650 1 JH NA 40199 -2 3/3/04 28 4x8 12.48 78500 6,290 1 TB NA 40199 -3 3/3/04 28 4x8 12.48 80000 6,410 1 TB NA H 1 Remarks Results Reviewed By Cyl. Code 40199 Pour Date 2/4/04 Report No. 2365 Jurisdiction City of Tukwila Permit No. 003 -259 Engineer Architect BJSS Duarte Bryant Contractor Heery International Design Strength 2,500 @ 28 days Date Specimens Rec'd. 2/6/04 Date Reviewed Reported Batch Data Design Actual Weights Weights Mix No. 501081 Cem. lbs. 401 F. Ash lbs. 70 C. agg. lbs. 1 1506 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1 568 Water lbs. 17gal Air Ent. (oz) Admixture 18.8oz Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 Other 3l5 Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +/- 8% Form 03101 Revision 2 Effective Dale 12/02/02 The Information provided on this report Is prepared for the exclusive use of the client. This report may not be reproduced In any formal without the written permission of the client and Kraxan & Associates. Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming :.+..,.._....... e..+_ r+. N+. 4l. W' uW.- W�3L. u..:: Hlw ^,....ruur..........�_..e_..- .. '�t+4f 1 :� {i r :'JI ir /$'1Y41511, Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939 -2500 Project No. 066 -03211 Cyl. Code 40298 Pour Date Jurisdiction City of Tukwila Weather Clear Project Tukwila SD Admin Building Location 4628 South 144th Street client Tukwila School District #406 Field Data Concrete X Other Supplier Cadman CYLINDER REPORT Plant No. 54 Time Truck# Ticket # % Air 2:23 238 4443114 NA Slump (in.) 3 Mix Temp. (F) 63 Site Mix Air Temp. (F) 47 Unit Wt. (pcf) Placement Area Location Concrete placed with in stem wall footings at the northwest corner. (No grid lines given on plans) Concrete chuted resteel per plan. HF vibration to consolidate. Remarks Resteel and material in compliance with the approved plan and job specs to the best of my knowledge. Inspector D. Rierson Laboratory Data Cyl. Code Test Date 40298 -1 2/25/04 40298 -2 40298 -3 Remarks Results Reviewed By Field Cure Age Dim. Area C.F. 7 28 28 H Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C - +/ - 8% Engineer Architect BJSS Duarte Bryant Contractor Heery International Design Strength 2,500 @ 28 days Date Specimens Rec'd. Max. Comp. Tested Break Load Str. (psi) Set # By Type 4x8 12.56 61500 4,900 TB NA Date Reviewed 3: Cone & Shear 3/r Form 03101 Revision 2 Ellactive Date 12/02/02 The Information provided on this report Is prepared for the exclusive use of the client. This report may not be reproduced in any formal without the written permission of the client and Krazan & Associates. 2/18/04 Report No. 1818 Permit No. D03259 Reported Batch Data Design Weights Mix No. 501081 Cem. lbs. No Batch F. Ash lbs. Weights C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz) Admixture Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 0 X ASTM C143 X ASTM C1064 X ASTM C31 Field Test Methods ASTM C138 ASTM C173 Other 2/20/04 4: Shear 5: Columnar (Split) Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non - Conforming era Krazan & Associates, Inc. 1501 -15th Street NW Suite 106, Auburn, WA 98002, (253) 939 -2500 Project No. 066 -03211 Weather Clear Jurisdiction City of Tukwila Project Tukwila SD Admin Building Location 4628 South 144th Street Client Tukwila School District #406 Field Data Concrete X Other Supplier Cadman Time Truck# 1:30 232 Ticket # 4443679 CYLINDER REPORT Plant No. Slump % Air (in.) 4 Mix Temp. (F) 65 Site Mix Air Temp. (F) 49 Unit Wt. (pcf) Placement Area Location Stem wall Northwest corner section resteel anchor bouts hold downs found in conformance with approved plans Remarks Concrete placed by chute and consolidated by vibrator. Inspector H. Vong Laboratory Data Cyl. Test Code Date 40321 -1 2/27/04 40321 -2 3/19/04 40321 -3 3/19/04 Remarks Results Reviewed By Field Cure Age 7 28 28 H Cyl. Code 40321 Pour Date Dim. 4x8 4x8 4x8 Area C.F. 12.48 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C -39 +/- 8% Date Reviewed 3: Cone & Shear 4: Shear Form 03101 Revision 2 Effective Date 12/02/02 The information provided on this report Is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. 1 { Ir 1 !Y'rpWry + ..y 1 �ft^'.MhV".�A:�eu; 2/20/04 Report No. 1648 Permit No. D03259 Engineer Architect BJSS Duarte Bryant Contractor Heery International Reported Batch Data Design Weights Mix No. 601020 Cem. lbs. No Batch F. Ash lbs. Weights C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz) Admixture Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 3 X ASTM C143 X ASTM C1064 X ASTM C31 Field Test Methods ASTM C138 ASTM C173 Other Design Strength 2,500 @ 28 days Date Specimens Rec'd. Max. Comp. Tested Break Load Str. (psi) Set # By Type 45000 3,610 TB NA 3/s t 2/24/04 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming 5: Columnar (Split) Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939 -2500 Project No. 066 -03211 Cyl. Code 40355 Pour Date Weather Overcast Jurisdiction City of Tukwila Project Tukwila SD Admin Building Location 4628 South 144th Street Client Tukwila School District #406 Field Data Concrete X Other Supplier Cadman Time Truck# Ticket # 9:02 282 4445054 CYLINDER REPORT Plant No. 51 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) 5 3/4 61 46 Unit Wt. (pcf) Placement Area Location Entire interior slab Remarks Placed by pump and consolidated by HF vibration and hand screed. Fibermesh and hot water used, high range water reducer used. 11 yard load Please refer to Field Report No. 40469 Inspector R. Hansen Laboratory Data Cyl. Code Test Date 40355 -1 3/8/04 40355 -2 3/27/04 40355 -3 3/27/04 Remarks Results Reviewed By Field Cure Age 9 28 28 H Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C -39 +/- 8% Engineer Architect BJSS Duarte Bryant Contractor Heery International Design Strength 2,500 @ 28 days Date Specimens Rec'd. Max. Comp. Tested Break Dim. Area C.F. Load Str. (psi) Set # By Type 4x8 12.53 35000 2,790 TB NA 4x8 4x8 Date Reviewed 3: Cone & Shear 4: Shear Form 03101 Revision 2 Effective Dale 12/02/02 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any formal without the written permission of the client and Krazan & Associates. 2/28/04 Report No. 2047 Permit No. D03 -259 Reported Batch Data Design Weights Mix No. 501081 Cem. lbs. 400 F. Ash lbs. 70 C. agg. lbs. 1 1988 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1448 Water lbs. 270 Air Ent. (oz) WRA (oz) 19 Glenium (oz) 10 Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 3/4 10 X ASTM C143 X ASTM C1064 X ASTM C31 Field Test Methods ASTM C138 ASTM C173 Other sv, 3/2/04 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non - Conforming 5: Columnar (Split) KraZan ASSOCIATES INC. March 1, 2004 GEOTECHNICAL ENGINEERING • TESTING &R,E3�T�Iy6.W mpg 1.2 201V4 COMMUNITY DEVELOPMENT Offices Serving The Western United States 1501 — 15' Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 )C Project- No-966 -03211 Permit No. D03 -259 Mr. Dave Larson CITY OF TUKWILA 6300 Southcenter Blvd. Tukwila, Washington 98188 RE: Final Letter Regarding Compaction of Structural Fill and Soil Bearing Verification Tukwila School District Administration Building Tukwila, Washington Dear Mr. Larson, Krazan & Associates, Inc. has prepared this final letter regarding the placement and compaction of structural fill (in building pad, beneath footings and for footing stemwall backfill) and verification of suitable soil bearing conditions beneath the structure footings. Review of our field inspection reports and in place density test reports indicated that initial difficulty was encountered during attempts to properly compact the on site soil within the building pad areas. An on site meeting was held on February 6, 2004 to address the difficulty in achieving the required compaction. Recommendations for mitigation were provided by the Geotechnical Engineer of Record (Kleinfelder — Jim Schmidt, P.E.). Our field inspection reports and in place density test reports, from our periodic inspections, indicated that the required compaction was achieved, per the plans and specifications and the additional recommendations provided by the Geotechnical Engineer of Record, within the structural fill placed in the building pad and footing areas and behind footing walls. Inspection of the footing subgrade areas indicated that suitable footing subgrade material was established within the administration building footing areas. Areas that were initially soft, wet and/or otherwise unsuitable were overexcavated to firm material and backfilled with suitable structural fill. The final inspections and testing of the footing subgrade areas indicated that these areas were suitable for the required allowable bearing pressure presented in the plans and specifications. Our inspection and testing work was performed on a periodic basis. The test results and visual inspections are valid only for the dates of testing and inspection and for the areas noted in the reports. Conditions within fill and excavation areas may change if left exposed to weather conditions. C;..1 I .u...T.d....1..O..Lf.• a.._ We hope that this letter provides the information required at this time. If you have any questions or if we can be of further assistance, please do not hesitate to contact either our Auburn or Woodinville office at (253) 939 -2500 or (425) 485 -5519. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Sean L. Caraway, P.E. Geotechnical Division Manager SLC\cb Chris Behrens, L.G., L.E.G. Senior Engineering Geologist KRAZAN & ASSOCIATES, INC. flffirec Serving The Wectern TInited Static KA Project No. 066 -03211 Page No. 2 Amount Transmitting Date Copies /Originals Description 1 2/6 Copy MC Squared Site Visit Report (I page) I 2/ I I Copy Kleinfelder Letter (2 pages) I 2/ 17 * 2/18 Copy Krazan Field Reports (3 pages) HEERY Transmittal , 603.- 257 Architecture /Planning /Interior Design Construction /Program Management Equipment Planning & Procurement TO Dave Larsen City of Tukwila FROM Ana Allison DATE February 26, 2004 I International, Inc. PROJECT TSD New Administration Bldg PROJECT NO. 022 1 603 CC Pellco ITEM ® Attached ❑ Under Separate Cover ® For Your Use ❑ For Approval ❑ As Requested ❑ Revise and Resubmit ❑ Furnish as Requested ❑ Submit Specified Item ❑ Rejected Mr. Larsen, This is the documentation you requested for the under slab grade work that was done at the Tukwila School District Administration project. Please contact me if there is anything else you need. RECEIVED FEB 2 7 2004 BUILDING Heery International, Inc. 1011 Western Avenue, Suite 706. Seattle, WA 98104 T 206.587.0473 Fax 206,587.0469 If enclosures are not as noted, please contact us as soon as possible. Ana Alllscn. °sist�nt FM FEE-OS-2004 LS:42 IN Ur N . r at .. r MC SQUARED INCan PO BATF 1) February 6, 2004 BJSS Duarte Bryant Attn: Jim Replogle 724 Columbia Street NV Suite 400 Olympia, WA 98501 RE: Site Visit report for Tukwila School District Administration Building Project 423366 Dear Jim, SCI :f-FED I i ir_ . Per my conversation with the contractor, the following are recommendations for the grade work beneath the concrete slab on grade. 1. At locations where fill is required beneath the slab, place a layer of Mirafi 500x geotextile over the subgrade and then fill as required with compacted pit run. Place fill in 6 -8" lifts and compact to at least 95% of its maximum dry density as determined by AASHTO compaction test procedure T -180. 2. At locations where fill is not required, remove 4" of soil and probe subgrade to verify that it is firm, unyielding and satisfactory for use. Place a layer of Mirafi 500x geotextile over the subgrade and then place 4" of 11/4" minus clean, crushed rock. Place vapor barrier per plans. If you have any questions, or if I may be of further help, please call me at (360) 754 -9339. Sincerely yours, MC Squred, Inc. Mike Sri Principal k. P.E. RECEIVED FEB 2 7 2004 DEPA RTMENT tTilL'CTC:I �L 701 DAT :O\ 1225 FAST d;HAVE S :TE OL'i M ?'A..VA .38606 (2E0) -9535 FAX (3E0) 352 -2:41 E•1r•� %!. e1;gs2mc. - oc...:.1m ( exams 11i/11/ �� H 27 9 KLES February 11, 2004 Kle.infelder Project Number 25000 Mr. A P. Finnegan, P.E. Ileery International, lac. 1011 Western Avenue Suitt 706 Sea.ttle, Washington 98104 Dear Mr. Finnegan: This letter presents Kleinielder's response to MC Squared Incorporated (project structural engineer) letter of February 6, 2004. This project was the subject of a gcotccllnical engineering study by Kleinfelder for the Tukwila School District. The results of this study are presented in our January 29, 2003 report entitled: "Geo!echnical Report, Proposed .4clininistrorion Building, Tukwila School District, Tukwila, Washington." During our February 6, 2004 site meeting, we. discussed options for grading the site beneath the planned slab -on -grade concrete floor slab. We discussed the moisture content of the existing material and that of the proposed structural fill material. Subsequent to our site Visit, MC Squared prepared their February 6 letter stating their recommendations for grading. In 'general, we concur with the MC Squared's recommendations for site grading beneath the slab -on- grade concrete slab. However, MC Squared recorirnendcd the maximum dry density be determined by _1ASH T O cumt action test nroccdurc T -1 SO. This is in conflict wi:h our January -, h report that recommends s ' e dcnsi v be detern:.ne• b1 �� t } i f+Lr 0 r r _t .:G. m r?Cl }1 :11`' '!atilt?? dry �c ,n � � J n.ST.\'fDi :e7. T _ _ ' ` - .1 ? • ■71 �. :d _ •ali� _ � ......J n: -_ nte'd .. l: - ..:1n_ ary _9 RECEIVED . FEB 2 7 2004 BUILDING DEPARTMENT. P. LL z il- w U O w 0 W - I w 0 u. Q ±- w z = � w ~ U D ON O F— W W - ..Z • co z Ft A -2c -04 THU 03:27 E1 27 Please call us at (42 5) 562 -4200 if,.ou have any questions. Sincerely, KLEINFELDER, INC. ��--- ,{ �. James M. Schmijt, Senior Geotcch_nical Engineer _ James A. McElroy, P.E. Managcr, Geotechnical Engineering Cc: Mr. Bill Van dcl3ogerc; Tukwila School District FAX i•lo, 1c` 6 P. �8��87c�e EXPIRES 8/31/ Ga as RECEIVED FEB 2 7 2004 BUILDING DEPARTMENT az21T1 & Associates, inc. • TEE7r4 z Ar NEC:: DATE: PROJECT #: C- 6 6 — 0 3 D.- I PROJECT: 1.--1/4, LOCATION: ca.2-1 Syl, t Li Lif KRAZAN PROJECT MANAGER: (> k 7 1 ° • YLciri ee.6-ed e..4g C c) Superinlendent/Reptesentative: • t-sr A+0.. :-oner;^:11,1, cam Lon 7 2 e7:COI/CP. !? cf ;C7 AlieSiteggiMMIN Mt. 4 NOVAW eie /c y 7 ;./* (), 7 •::it 246•2fC: f7::.2 4•3) :7 WOW FIELD REPORT NO: 4 0 4 8 3 CONTRACTOR: JURISDICTION: tec PERMIT INSPECTOR: 3 4„4 / 76q. WEATHER:7 TEMP: ectIntcturr. .-1!..7.rtz., • :t. • ey Ne. riw, ::5 :C. • • RECEIVED BUILDING DEPARTMENT • • • FEB 2 7 2004 :Y:■1 974-4.4,2.•,".) 52! 42f: azan & Associates, Inc. REPORT NO.: 7535 - CC•%1::.771C.% TEr7tr DATE: .;.■ —/ 7 -67 Pi-10.fECT 4 10 6 - 0 ) F RC.IECT: t<GY _ LOC,ITON: _-2- 5 6 L i . L i • KRAZ41 PROJECT MANAGEF: . :II WASHINGTON DENSOMETER SANDCONE NUCLEAR TEST E OTHER LOCATION MAP Test Elevation Mad :.ocaticn: Attachec I I ,5 oF 3 ._._ 710 Li i '.59 / c 6 c 1 /0,1) 1 G'r•'(K, .5 2 fl( t:Ft ..mv..:teee. St.g:or ^.•....;r:sro.i=testreserattve: C.rvs Test maim :ally Avg. Sic . CoL:it Denzitics 2. 3( B At' Location(Comments) GaL — ) ) ec %;74..;.; iC7 Curve • • :5 ' • Z:E. • :": COMPACTION CONTFACTOR: r F 0 PERMIT NO: INSFECTOP: 7,) 1 (C1 /‘: 31( -:e JUR:SDICTION: . 7 WEATHER: 0-,, T.=MF: 4 1 Paved Areas (circle one): Sub/Agg/Asphalt Building Pad (s) .56)/Of (.1)e/41 v. I/ E Other D Trenches (circle one): Sewer / Water / Storm Drain / Utly Unified Soils Classification /2 /iF it Curve Mode & Density I Moist Percent I Required Depth ; % I Compaction 7_2_ i3s i $ ??..0 C.) 33, 3 134Y i j Max Dry Dens:ty Opt Moisture /5Tl 617 RECEIVED FEB 2 7 2004 BUILDING r•tts testina kazte :tot arccvae.11 the sa:1 ar a.sphall may o. • J....rte r."/ 1.1turta cor.L17 at:liviLes r au e con:Dacxr. .Nere :err ::::: at ”lo a:cx■trate . arc: etevatris ahcv.r ana retatr:c cr.:7,oacrs at thsse .anu ierirD31'..rr.;t; ;:rn:atzev. area weru cciurri„„.a cy cdr.eft., aces no: guarantee tnr :r Daiirg .;crsz%;:t;crl, 7:r worr, re ieve : :D ?"..? trr;trr.:r, :LIns racircc arD 0. • ..2.1 ^Ay • .-;* E.. ••■•:. • • 4 f.:. • azan & Associates. Inc. • C.,:.-,r.::Ts.)z;::.‘4 7 DATE: e- 04. PROJECT #:o66-032- PROJECT: - 7(4 kt j e k raj! lig LOCATION: L/62_5 . 5() KRAZAN PROJECT MANAGER' FIELD REPORT NO: 4 0 4 8 4 CONTRACTOR: •.;2/iri JURISDICTION: PERMIT #: INSPECTOR: WEATHER: . 7("7.r/ TEMP: (f C- -c ; 7=-. r A- t<rci K-.),J - r os i ) C 1A0 7-6 , /i LA ffiir%L./ ( - 74/1 64 .4 lc u 1 p/Loi5ed td a ? PA 6, ..6ee'-- dee,4b> RECEIVED FEB 27 2004 BUILDING DEPARTMENT 77, :07 :2-=.!'C77 Sup etin t e nde nt/R op r e2e n t a ti v e 'Wc LIA ; 2 c:zy 3.1kesiieic ▪ 9:3)7 .;tr .Ave. 42E. 1 •'crrctr 75; ▪ 7 : Fr,:o • A 552 locnniman: P176; ; IN `.....;t• • :6, .44..r urn . r.;:i VC, 2 :2714 ■VA ?7C7 • •SYtf. 7E072 253' ' 36.(3: 5:•i•E.2126 • z2.:'? SIP I Kir - February 19, 2004 Mr. Bill Van de Bogert TUKWILA SCHOOL DISTRICT #406 4640 South 144 Street Tukwila, WA 98032 RE: Special Inspections Tukwila SD Admin Building Tukwila, Washington Dear Mr. Van de Bogert, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from February 10 to February 18, 2004. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOC I�TES, INC. William B. Throne Auburn Division Manager Pacific Northwest Region WBT\tr azan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION CC: CITY OF TUKWILA HEERY INTERNATIONAL BJSS DUARTE BRYANT Offices Serving The Western United States 1501 — 15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 KA No. 066 -03211 (� . ,, Permit No. D03 -259" ' FEB 24 2004 cAir 03211 dfr DATE: pR--/ -0Y PROJECT #: o 66 -O32- 1/ PROJECT: 7 ll-c_ S1l91 /94fl / i/ LOCATION: /' ) KRAZAN PROJECT MANAGER' /it/g% - azaZ & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO: 39 3 4 8 CONTRACTOR: gel/ C D G(> JURISDICTION: 7c4/6,4) PERMIT #: /00 3 INSPECTOR: //0)16'-'' C /C /ie WEATHER: eyea/P TEMP: ,-rt) Cwt idiu «d /e12 AlaVive a- y !� • U Pvt igd c 'oi j e's 7`..c Tulle f e f Ge�•,i ieej�o� .. 7,S 6 / e ci? Azo //o tv,44C/l 4'Ueo( a4)su ee es s Fee £ SSte U, Sc'r l clle�2 Pta/-e Gakfrij�r�4742lQ 41 Atoiee 6"/9. ;c /-6 �$ /`* ri!, i ci ova i" d, y° /eee e 7 e I`ll. 9,s S 1y1 /%v 4 G i4ove� Superintendent /Representative: All To the best of my knowledge, the abov% $)/ WAS NOT performed In accordance with the approved plans, specifications, and regulatory requirements. 215 West Dakota Ave., Clovis CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave. #8G, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 123 Commerce Circle, Sacramento, CA 95815 (559) 348 -2200 (661) 633 -2200 (209) 572 -2200 (408) 271 -2200 (916) 564 -2200 (909) 974 -4400 Technician: 1501 -15th St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501 -144th Ave. NE #F -300, Woodinville, WA 98072 12816 NE 95th St. Suite B -100, Vancouver, WA 98682 Revision 0 • j t .. 8rractiva PAW a110/0A:'. (253) 939 -2500 (360) 598 -2126 (425) 485 -5519 (360) 254 -3200 Test Elevation Location(Comments) Curve Mode & Depth Density Moist % Percent Compaction Required / •— / L i/1%w,. s ,,, ' Aim wall I). 133 V /3f6 6 L3), 'ti' ! 3,�, � . 135%3 ,6 V 6, Y ,.S t fS ,5 9 S 3 93 y/ 2 s •r" �'�,,. 1��/ .5 .- 2.. 7d wive m s O 'd 3' i=71c tiva!/ g'Smo.n ewd 3' in Ni - dr44140v (5 r i y c d ! 60' rytok sc i=.-1 6'' FK.svi ,�J1 3 — 2 q -- 1 c.5 - ' l Curve Test Method Daily Avg. Std Count Densities J / ,Z 4• Daily Avg. Std Count moisture / 1/9 Gauge# 2. / 3 97 DATE: -2.40 t31 PROJECT #:. a 6 "032// , //�� PROJECT: / Ili �� 6t/ � 4.4. $ /✓i / "diw /1/ LOCATION: 4Q 6 c7 KRAZAN PROJECT MANAGER: ❑ WASHINGTON DENSOMETER (l SANDCONE g NUCLEAR TEST n OTHER LOCATION MAP 41C N Map Location: ❑ Attached COMPACTION I(r azari & Associates, Inc. REPORTNO.: 7 526 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION To the best of my knowledge, the above Superintendent/Representative: Curve 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348 -2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633 -2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572 -2200 545 Parrott St., San Jose, CA 95112 • (408) 271 -2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564-2200 CONTRACTOR: / `` t v GN ^ PERMIT NO' #003 _ 7 INSPECTOR: ,' ( i - G 1 GG Klee JURISDICTION: 71-1. <<(A/ t L� WEATHER: e._ Z (,t TEMP: 3 ° ❑ Paved Areas (circle one): Sub /Agg /Asphalt Building Pad (s) •✓St Gvu // f tyJ FAST G ❑ Other • Trenches (circle one): Sewer / Water / Storm Drain / Utly Unified Soils Classification 41455 / 7 A7` J&(A' Max Dry Density /3 d 7' Opt Moisture This testing does not preclude the possibility that the soil or ho -mix asphalt may be loosened by future construction activities or rainfall events. The compaction tests were performed at the approximate locations and elevations shown and indicate relative compaction at those locations. Horizontal and vertical limits of the compacted area were determined by others. Our firm does not guarantee earthwork or paving construction, nor does our work relieve the contractor's responsibility to conform to the approved project plans and specifications. / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: 226 N. Sherman, Ste. A, Corona, CA 92882 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Hwy 305 N.E., Ste. 3C, Poulsbo, WA 98370 19501 144th Avenue NE # F -300, Woodinville, WA 98072 12816 N. E. 95th St., Ste. B -100, Vancouver, WA 98682 • (909) 549 -1188 • (253)939 -2500 • (360) 598 -2126 • (425) 485 -5519 • (360) 254-3200 Li multi DATE: PROJECT #: 466 - 3Z1 I PROJECT: 7?AkWi S, /mli✓ LOCATION: l' 62_g/ O / %/ A - KRAZAN PROJECT MANAGER: w &% ..-171. iiiicire i an & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION M a T I� f A' l' J 1Hfs. oi44/ac I 0-v R"F r nf4/ dferarkeT 7.S 9 To the best of my knowledge, the abov Superintendent /Representative: 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 : : • ' _ ;y. : jdr, 016 Mceinitan, CA 95652 tN • (559) 348 -2200 • (661) 837 -9200 • (209) 572 -2200 • (408) 271 -2200 • (916)564.2200 Technician: 4221 Brickell St., Ontario, CA 91761 1501 -15" St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501 -144" Ave. NE #F -300, Woodinville, WA 98072 FIELD REPORT NO: 40475 CONTRACTOR: / /4 a c;o ,$ T JURISDICTION: j 4 jLet PERMIT #: INSPECTOR: i'4 ilee .. /40e1Z‹ WEATHER: ( train TEMP: 3,r` (/j) ;l e TO fall _Z AL meas4, m S a'7 i ;,4 sr wu // /s' �r�r�,�' l ' /�, - e)-t tl? u d-c' /t u s ,k0( SS Are< L e >y '-t P/f fei,' ?cg CJk< G/l3O1 WAS NOT performed In accordance with the approved plans, specifications, and regulatory requirements. • (909) 974 -4400 • (253) 939 -2500 • (360) 598 -2126 • (425) 485 -5519 Revision 0 it-. iv• air Test Elevation Location(Comments) Curve Mode & Depth Density Moist % Percent Compaction Required / — 0 30'rnowi Noce-( Girreom /v /Ptid /l'' 1 335 f 32, 6 .3. c 5,6 `.. 6 fsr v V ',5--- J d �- - (,) ?a) f _ DATE: 6� r I / U PROJECT* a - o 32/ / PROJECT T I/ i. LOCATION: 46 2- S_U 4 L Lt / KRAZAN PROJECT MANAGER: IA) fl_f Map Location: ❑ Attached azaZ & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Gauge# To the best of my knowledge, the above Superintendent/Representative: Curve Test MethodQ Daily Avg. Std f �� Count Densities 2-3,3 2. Daily Avg. Std �� Count moisture 215 West Dakota Avenue, Clovis, Ca 93612 • 4231 Foster Ave., Bakersfield, CA 93308 • 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • 545 Parrott St., San Jose, CA 95112 • • Curve (559) 348 -2200 (661) 633-2200 (209) 572 -2200 (408) 271 -2200 COMPACTION REPORT NO.: 7529 CONTRACTOR: Pe PERMIT NO: . 71 11 1)0 INSPECTOR: 0 04 i l(e G lafreee JURISDICTION: 7 W it G. WEATHER: G /I?e4IZ TEMP: ri WASHINGTON DENSOMETER ❑ SANDCONE y NUCLEAR TEST ❑ OTHER n Paved Areas (circle one): Sub /Agg /Asphalt ❑ Building Pad (s) TX Other E,4.57-- w a /( /fQ'/'iC/ ❑ Trenches (circle one): Sewer / Water / Storm Drain / Utly Unified Soils Classification C/ 5's / 7 �/ �- iftr-✓ Max Dry Density /a y7 This testing does not preclude the possibility that the soil or ho -mix asphalt may be loosened by future construction activities or rainfall events. The compaction tests were performed at the approximate locations and elevations shown and indicate relative compaction at those locations. Horizontal and vertical limits of the compacted area were determined by others. Our firm does not guarantee earthwork or paving construction, nor does our work relieve the contractor's responsibility to conform to the approved project plans and specifications. WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: 226 N. Sherman, Ste. A, Corona, CA 92882 • (909) 549 -1188 1501 15th Street NW, #106, Auburn, WA 98002 • (253) 939 -2500 20714 State Hwy 305 N.E., Ste. 3C, Poulsbo, WA 98370 • (360) 598 -2126 19501 144th Avenue NE # F -300, Woodinville, WA 98072 • (425) 485 -5519 • , : • r A 98682•:..._ -. it 360 254,3200. Opt Moisture .�..:.... . I, . , • .. , • . I aZan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 021,2 - o PROJECT #: C 6 0 32-// PROJECT: 7 1 1 1 4 0 ; lac 5,D, / 411411V LOCATION: &13 Pk KRAZAN PROJECT MANAGER: G.,dr To the best of my knowledge, the abov Superintendent /Representative: 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 5808 Price Ave. Bldg. 1016, McClellan, CA 95652 • • • • • (559) 348 -2200 (661) 837 -9200 (209) 572 -2200 (408) 271-2200 (916)564.2200 FIELD REPORT NO: 40478 CONTRACTOR: "f',1 //'p ( / JURISDICTION: Twat j /6( PERMIT #: INSPECTOR: `,4d f'//p Lr 1a ire" e WEATHER: G /t y /2. TEMP: A'2`f" 0.0s 7 c /(e 2A%, ytmza5'i/ " mt°'fS 4 T — d ` / ° . "f a s i/A 4 /2VI c.- ei 1/ Fr , f= c z /frp /fe/ear - 7532. ei 1/ Co let. CA o-v 2 ( U Amel 1 t.e / WAS NOT performed In accordance with the approved plans, specifications, and regulatory requirements. Technician: 4221 Brickell St., Ontario, CA 91761 1501.15" St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501-144th Ave. NE #F -300, Woodinville, WA 98072 t.._..... w�. �r•. a•, x.:.%.. Vili�'• 3r47L� :4i:YfJ.Ya`aid1E ?��ii/ts:n+Y... _._... Revision 0 = f cctivc Date: 8/16/02 rr• (909) 974 -4400 (253) 939 -2500 (360) 598 -2126 (425) 485 -5519 Test Elevation Location(Comments) Curve Mode & Depth Density Moist % Percent Compaction Required a �v0 ofwa w al /),) 13 /3Y,3 (37, / / 32,id ) 32,3 61/ 6 . , V 5S 5, 7 1.5, l y?i 7 9g; tf 7 r7 ?-C 6 ', 2 2e'S©Lti k or ovo /we // 226c14 k. o F .A✓v0✓ a/l 5d So k or, q/ q // o' 3 -5r---- h o f �vv�a‘ec / / DATE: ` ° PROJECT #: 6 6 —0 324 I PROJECT: rk I/4( 614 fr✓ LOCATION: e 5 a / u [ �� 7 � KRAZAN PROJECT MANAGER: i,I_J5` fl WASHINGTON DENSOMETER ❑ SANDCONE l" NUCLEAR TEST n OTHER Map Location: ❑ Attached COMPACTION aZ2ll1 & Associates, Inc. REPORTNO.: 7532 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Curve Test Method: , r ..? Daily Avg. Std Count Densities Daily Avg. Std Count moisture Gauge# To the best of my knowledge, the above Superintendent/Representative: e n Paved Areas (circle one): Sub /Agg /Asphalt ❑ Building Pad ( s ) Other AiQ ❑ Trenches (circle one): Sewer / Water / Storm Drain / Utly Unified Soils Classification SS / 7 f i Max Dry Density /37 Curve 67 6 /2 215 West Dakota Avenue, Clovis, Ca 93612 • 4231 Foster Ave., Bakersfield, CA 93308 • 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • 545 Parrott St., San Jose, CA 95112 • N « .a • (559) 348-2200 (661) 633 -2200 (209) 572-2200 (408) 271 -2200 '16 ? 564420 e CONTRACTOR: fil/C c� kJ ' / PERMIT NO d/ 3 -2 -5 - INSPECTOR: /_ /ke e /G �� KC. JURISDICTION: raj / / fAi I LaL WEATHER: C 4N/ Gt 11 TEMP: �f e _ Opt Moisture This testing does not preclude the possibility that the soil or hot -mix asphalt may be loosened by future construction activities or rainfall events. The compaction tests were performed at the approximate locations and elevations shown and indicate relative compaction at those locations. Horizontal and vertical limits of the compacted area were determined by others. Our firm does not guarantee earthwork or paving construction, nor does our work relieve the contractor's responsibility to conform to the approved project plans and specifications. WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: 226 N. Sherman, Ste. A, Corona, CA 92882 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Hwy 305 N.E., Ste. 3C, Poulsbo, WA 98370 19501 144th Avenue NE # F -300, Woodinville, WA 98072 42816 N. 5th St Ste. 8.100 Vancouver .WA 98682., • (909) 549 -1188 • (253) 939-2500 • (360) 598 -2126 • (425) 485 -5519 �::. 360 • 5473200.. DATE: . e l 30 4 f PROJECT #: r)66-032- PROJECT: 7 1 I Gl 1; ai ,4cfPvt ► LOCATION: if 2- ,5'0 /Y 4(t 1 ' KRAZAN PROJECT MANAGER• — azan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION To the best of my knowledge, the abo Superintendent /Representative: 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 B • 14, cCle la CA 95652 Ye • • • • • (559) 348-2200 (661) 837-9200 (209) 572.2200 (408) 271 -2200 (916) 564 -2200 .04 MtM1WPAVve- CONTRACTOR: JURISDICTION: PERMIT #: FIELD REPORT NO: 40480 e/ Cc) c-' S J �I Kcv ( GCt INSPECTOR: P4 i /Ce. cCateiee WEATHER: G /r'4 i( TEMP: .S7- 0.i1 S l /-e j7J fu Kp / /2 m ee s 1i? lie 69 / l-SLcI ,' t 17La de- e. o ue < Kect tiTA rir ;4, 2 ioio lee 7 /7 /ccifrfr/i z9ocokfri l Ad 9 it pct /PYC , 5,2k& Gt) f t /;)Ci (J /<reo1/ Of ,e'/e) Gr cl /7 Gc.)0l /fit' sctir= /r° u lee-f. fi f-7 'ir'e e'ci pb * S / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. 4221 Brickell St., Ontario, CA 91761 1501 -15th St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501-144 Ave. NE #F -300, Woodinville, WA 98072 (909) 974 -4400 (253) 939 -2500 (360) 598 -2126 (425) 485.5519 Revision 0 DATE: 2-17-6)Y PROJECT #: C) 6 6 — 3). t I PROJECT: r'( ,/ I u t LOCATION: / 2 ��- (� / Q'./ ` KRAZAN PROJECT MANAGER* 1 . 1 "7 — ()Li shle % l� T Gimp � )9, i4r_'e.15 t Ke me„,7 c?--ti W, G(3vr,A)rt(, = � „Kr azan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION To the best of my knowledge, the abov Superintendent /Representative: 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 ad e 1. 16 cClellan CA 95652 iv- CONTRACTOR: 'll e -� JURISDICTION: Lt Kw 1 te( PERMIT #: pc, --2 7 INSPECTOR: fri ike 6 I W EATHER: TEMP: C. if eC 7,c e eA, e ► ,v �� y ct.ve . A - • -` WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: (559) 348 -2200 (661) 837 -9200 (209) 572 -2200 (408) 271 -2200 (916) 564 -2200 4221 Brickell St., •ntario, CA 91761 1501 -1Y St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501 -144x' Ave. NE #F -300, Woodinville, WA 98072 FIELD REPORT NO: 4 04 83 • • • • (909) 974-4400 (253) 939 -2500 (360) 598 -2126 (425) 485-5519 Revision 0 jativ Test Elevation Location(Comments) Curve Mode & Depth Density Moist % Percent Compaction Required l — 0 J ic oi- . / 45./t/ of' I is 5 c / �1 t- G./'e `/ / N 3 133, e) 136,.' t34 V 5 3t 1 /j " 6 q, d ` ?, 6.7 'S; 2 % 7 �, ' ?‘.5 7S; t.) ?! - 0 3 -- v q - 6 ..t., /,u, cogmhc or Curve Test Method: l'2—! !� Daily Avg. Std Count Densities '2 3 d Daily Avg. Std Count moisture Gauge# L di. COMPACTION K r aZan& Associates, Inc. REPORTNO.: 7535 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE' a2 PROJECT #: 1 6. 6 '"'O 32- 1 PROJECT: 746 ! ICC Si /)4 /24017;4/ LOCATION: &2- 5 / .> KRAZAN PROJECT MANAGER lji ❑ WASHINGTON DENSOMETER ❑ SANDCONE NUCLEAR TEST ❑ OTHER Map Location: ❑ Attached To the best of my knowledge, the above Superintendent/Representative: ❑ Paved Areas (circle one): Sub /Agg /Asphalt Building Pad (s) .50/0F A l ale wcq // ❑ Other 215 West Dakota Avenue, Clovis, Ca 93612 • l0Slatcrsirlento ,vCA∎95816rtp,5n t+� !}elfx ' s( (95 56 559) 34 46 8 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633 00 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572 545 Parrott St., San Jose, CA 95112 • (408) 271 re' Olrc .• CONTRACTOR: PERMIT NO I 0'3 '-'Zs 7 INSPECTOR tkl l'C-. 6 (cigke JURISDICTION: l t,,ti , �, ei WEATHER: ovexLCGS� TEMP: e 0 111 Trenches (circle one): Sewer / Water / Storm Drain / Utly Unified Soils Classification Max Dry Density 137. Curve Technician: 12B16 N.�E, -95 2200��00 226 N. Sherman, Ste. A, Corona, CA 92882 � .•W A• 98682., 22 1501 15th Street NW, #106, Auburn, WA 98002 2200 20714 State Hwy 305 N.E., Ste. 3C, Poulsbo, WA 98370 2200 19501 144th Avenue NE # F -300, Woodinville, WA 98072 �1th St., Ste.•B -.100 Van couver Opt Moisture 6 .x' This testing does not preclude the possibility that the soil or hot -mix asphalt may be loosened by future construction activities or rainfall events. The compaction tests were performed at the approximate locations and elevations shown and indicate relative compaction at those locations. Horizontal and vertical limits of the compacted area were determined by others. Our firm does not guarantee earthwork or paving construction, nor does our work relieve the contractor's responsibility to conform to the approved project plans and specifications. AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. • (909) 549 -1188 • (253) 939 -2500 • (360) 598 -2126 • (425) 485 -5519 ,, -.. ars Tie azaZ. & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 2 '/ ' PROJECT #:066 PROJECT: 7(4 ley„1 /G! S l' /' _1/ LOCATION: Li 17 /q y KRAZAN PROJECT MANAGER: 1,./67 _S e I U 1 iS r' Foe) Y- /T kr et an.; 44 GE�i '/C L� /51.44 - /(. /,- K () L4I 10(1 C (O \ 7/ e' 5 `1- J /-.4 5 7 5 ; 5 4J? f/' t17 , /t`' /X /(f (P.A✓ i ,/c c /r(C'czei44r - dci l' l C/-v / 'ci 1 SO i/v &F'f Ol I7vt 5 C 4 / G , � L1 / C�/ r fge0 � 5- u F e /. � �� / /� f p f /L.oy5G'd cA,A X C;V C7 id Lei OL/ r /�'.?/e ek C� ee/"� G A/ Y2 S v9-e' 124' Iehd I-- J &---4 To the best of my knowledge, the abov Superintendent /Representative: 215 West Dakota Ave., Clovis, CA 93612 2205 Coy Ave., Bakersfield, CA 93307 1025 Lone Palm Ave. #2E, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 d• 0 6 McClellan CA 95652 CONTRACTOR: k JURISDICTION: a/ "t ' /L4L PERMIT #: p()-)) INSPECTOR: /4 lee 6' frig' I WEATHER: Ued2rCl_C-T FIELD REPORT NO: 404 8 4 TEMP: pt' / WAS NOT performed In accordance with the approved plans, specifications, and regulatory requirements. (559) 348 -2200 (661) 837 -9200 (209) 572 -2200 (408) 271 -2200 (916) 564-2200 Technician: -4 4221 Brickell St., Ontario, CA 91761 1501 -1.5'" St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501 -144' Ave. NE #F-300, Woodinville, WA 98072 • • • • Revision 0 Effective Dom ..W16102 w. (909) 974-4400 (253) 939-2500 (360) 598 -2126 (425) 485 -5519 11 IIMS. MK /111M/IN NIIMM YAM Mr. Bill Van de Bogert TUKWILA SCHOOL DISTRICT #406 4640 South 144` Street Tukwila, WA 98168 Dear Mr. Van de Bogert, Respectfully submitted, KRAZAN & ASSOIATES, INC. William B. Throne Auburn Division Manager Pacific Northwest Division WBT\tr Enclosures CC: CITY OFTUKWILA HEERY INTERNATIONAL BJSS DUARTE BRYANT azan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION February 20, 2004 KA No. 066 -03211 Permit No. D03 -259 ? RE: In Process Inspection Report Tukwila SD Admin Building Tukwila, Washington Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Offices Serving The Western United States 1501— 15` Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 littosterotMeWeVit Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939 -2500 Project No. 066 -03211 Weather Cloudy Project Tukwila SD Admin Building Location 4628 South 144th Street Client Tukwila School District #406 Field Data Concrete X Supplier Cadman Time Truck# 10:15 264 Other Ticket # 437617 CYLINDER REPORT Plant No. Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) 3 1/2 63 46 Unit Wt. (pcf) Placement Area Location Footing north, east, south and SW section elevation. Remarks Please refer to Field Report No. 35561 Inspector H. Vong Laboratory Data Cyl. Code 40144 -1 1/28/2004 40144 -2 2/18/2004 40144 -3 2/18/2004 Results Reviewed By Remarks Test Date Field Cure Age 7 28 28 H Cyl. Code 40144 Pour Date Jurisdiction City of Tukwila Design Strength 2,500 @ 28 days Dim. 4x8 4x8 4x8 Area 12.57 12.54 12.54 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C -39 +1- 8% 1/21/2004 Report No. 1839 Permit No. D03 -259 Engineer Architect BJSS Duarte Bryant Contractor Heery International Reported Batch Data Design Weights Mix No. 501081 Cem. lbs. 400 F. Ash lbs. 70 C. agg. lbs. 1 1337 C. agg. lbs. 2 67 C. agg. lbs. 3 Sand lbs. 1533 Water lbs. 158 Air Ent. (oz) Admixture 19oz wra Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 0 X ASTM C143 X ASTM C1064 X ASTM C31 Field Test Methods ASTM C138 ASTM C173 Other Date Specimens Recd. Max. Comp. Tested Break C.F. Load Str. (psi) Set # By Type 38000 65000 65000 Date Reviewed 2'/?-49 3,020 5,180 5,180 TB TB TB N/A N/A N/A 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 03101 Revision 2 Effective Date 12/02/02 The Information provided on this report Is prepared for the exclusive use of the client. This report may not be reproduced In any format without the written permission of the client and Wozan & Associates. Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 ?(ASTM C1231 ASTM C780 Other Test Results k Conforming Non - Conforming K razan& ASSOCIATES, INC. February 11, 2004 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Bill Van de Bogert TUKWILA SCHOOL DISTRICT #406 4640 South 144 Street Tukwila, WA 98168 RE: In Process Inspection Report Tukwila SD Admin Building Tukwila, Washington Dear Mr. Van de Bogert, Respectfully submitted, KRAZAN & ASSOCIATES, INC. W BT\tr Enclosures William B. Throne Auburn Division Manager Pacific Northwest Division CC: CITY OF TUKWILA HEERY INTERNATIONAL BJSS DUARTE BRYANT No: 03211 Permit No. D03 -259 Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Offices Serving The Western United States 1501 — 15` Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939 -2500 Project No. 066 -03211 Cyl. Code 40193 Pour Date 1/29/04 Weather Rain Jurisdiction City of Tukwila Permit N Project Tukwila SD Admin Building Engineer Location 4628 South 144th Street Architect BJSS Duarte Bryant client Tukwila School District #406 Contractor Heery International Field Data Concrete X Other Supplier Cadman Time Truck# 11:15 246 CYLINDER REPORT Ticket # % Air 439391 NT Plant No. C -2 Site Mix Stump (in.) 5 Mix Temp. (F) 65 Air Temp. (F) 52 Unit Wt. (pcf) Placement Area Location 4'8" stem walls from exec. Asst. Rm. North side to west side full length to south side to west side at ftg elev. Stem wall footings from west entrance to north side entrance. Concrete pumped and vibrated with HF vibrator. Resteel per plan see 1,2 and G /S2.1 Remarks Resteel and material in compliance with the city approved plan and job specs to the best of my knowledge. 10 cubic yards of 20 cubic yards +/- Inspector D. Rierson Laboratory Data Cyl. Code 40193 -1 40193 -2 40193 -3 40193 -4 Test Date 2/5/04 2/26/04 2/26/04 Remarks Results Reviewed By Field Cure Age 7 28 28 H Design Strength 2,500 @ 28 days Dim. Area 4x8 4x8 4x8 4x8 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C -39 +1- 8% Max. C.F. Load Reported Batch Data Design Weights Mix No. 601020 Cern. lbs. 564 F. Ash lbs. C. agg. lbs. 1 1355 3/4 C. agg. lbs. 2 512 3/8 C. agg. lbs. 3 Sand lbs. 1337 Water lbs. 374 Air Ent. (oz) 4 Admixture Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Actual Weights Field Test Methods X ASTM C143 X ASTM C1064 X ASTM C31 ASTM C138 ASTM C173 Other Date Specimens Rec'd. Comp. Tested Break Str. (psi) Set # By Type 12.49 41500 3,320 TB NA Date Reviewed 2 - /0 3: Cone & Shear 4: Shear Form 03101 Revision 2 Effective Data 12/02/02 The Intonation provided on this report Is prepared for the exclusive use of the client. This report may not be reproduced In any format without the written permission of the client and Krazen 8 Associates. - Report-too. 1806 D03 -259 2/5/04 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 • X ASTM C1231 ASTM C780 Other Test Results Conforming Non - Conforming 5: Columnar (Split) - *1:- : { . "sP�1 11 3 Y�7i9 �Y sx3f6if ifiFl z ~ z re 2 J U U0 coo OW J} W g Q tn I W Z = i- 0 Z LIJ W U 0— 0H W H ti O .. Z U = O ~ Z No rma. . r mare /K January 28, 2004 Mr. Bill Van de Bogert TUKWILA SCHOOL DISTRICT #406 4640 South 144` Street Tukwila, WA 98168 RE: Laboratory Testing Tukwila SD Admin Building Tukwila, Washington Dear Mr. Van de Bogert, In accordance with your request and authorization, we have performed laboratory tests on the material sampled from the above referenced project site. The laboratory tests performed on the material were in accordance with the applicable ASTM test methods. The results of the laboratory tests are presented on the following pages. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. William B. Throne Auburn Division Manager Pacific Northwest Region WBT\tr GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION CC: CITY OF TUKWILA HEERY INTERNATIONAL BJSS DUARTE BRYANT aari & ASSOCIATES, INC. Offices Serving The Western United States KA No. 066 -03211 trY3' as9 1501 — 15' Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 • COMPACTION TEST REPORT 151 146 141 9 - U n. ,i , N c a) zi O 136 131 126 .`"'"••■■......4..... eV/ 0.0 25 50 75 10.0 12.5 15.0 Water content, % Test specification: ASTM D 1557 -91 Procedure C Modified Oversize correction applied to each point Elev/ Depth Classification Nat. Sp.G. LL PI % > 3/4 in. % < No.200 USCS AASHTO Moist. GW A - 1 - a NA NA 16.2 2.6 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density 139.7 cf rY tY — p Optimum moisture = 6.9 % 135.6 pcf p 8.2 % Pit Run Sampled on 1 -13 -04 Sample No. 040034 Project No. 066 -03211 Client: Tukwilla School District Project: • Location: On -site stockpile Remarks: Tested by : Tim B. Plate COMPACTION TEST REPORT KRAZAN & ASSOCIATES, INC. Particle Size Distribution Report c d d' 5 � g s o io M •g s a a it $ § e s 1 00 90 80 70 tY W 60 z u_ Z 50 1.1.1 0 f LI 40 ^ LL 30 20 10 0 1 1 ; ; ; 1 , I I I I • • ; . . 1 I ; ; _ _,- ; I ' I I I • I I I ; I ; 1 1 I ; • ; • ; 1 I 1 ; ' 1 1 ; ; 1 1 1 1 1 1 i 1 I I 1 I • I 1 1 1 1 1 1 1 I 1 I I 1 I I I .. 1 1 I I 1 1 .. I 1 ; 1 1 1 • • 1 • • ; 1 1 • 1 1 • • 1 ; I 1 I • • • ' 1 • ; • • ; 1 ; 1 ; , . 1 t I 1 1 1 1 ; , 500 100 10 1 GRAIN 0 1 SIZE - mm 0.01 0.001 % COBBLES % GRAVEL % SAND % SILT I % CLAY 0.0 59.8 37.6 2.6 SIEVE SIZE PERCENT FINER SPEC. PERCENT PASS? (X =NO) Soil Description Pit Run Sampled on 1 -13 -04 Sample No. 040034 Atterberg Limits 2 in. 1 -1/2 in. 1 -1/4 in. 1 in. 3/4 in. 5/8 in. 1/2 in. 3/8 in. 1/4 in. #4 #10 #30 #40 #100 #200 100.0 98.5 96.8 90.4 83.8 79.1 68.0 54.5 44.9 40.2 28.1 16.5 12.4 4.0 2.6 PL= NA LL= NA P1= NA Coefficients D85= 20.2 D60= 10.9 D50= 8.22 D30= 2.35 D 0.528 D 0.342 C 30 = 31.78 C� 5 ^ 1.48 � 0 c Classification USCS= GW AASHTO= A -1 -a Remarks Tested by : Tim 13. F.M. =3.03 * (no specification provided) Sample No.: 040034 Source of Sample: Date: 1 -19 -04 Location: On -site stockpile Elev. /Depth: KRAZAN & ASSOCIATES, INC. Client: Tukwilla School District Project: Project No: 066 -03211 Plate saw r? .tux�z -rte- -- A ria- . . 111<jr. azari & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING .. CONSTRUCTION TESTING & INSPECTION January 30, 2004 KA No. 06 -03211 Permit N6. D03 -259 Mr. Bill Van de Bogert TUKWILA SCHOOL DISTRICT #406 4640 South 144 Street Tukwila, WA 98168 RE: In Process Inspection Report Tukwila SD Admin Building Tukwila, Washington Dear Mr. Van de Bogert, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. WBT\tr Enclosures William B. Throne Auburn Division Manager Pacific Northwest Division CC: CITY OF TUKWILA BEERY INTERNATIONAL BJSS DUARTE BRYANT Offices Serving The Western United States 1501 -15` Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 z I I- 6 re D 0 c o w W I w O 2 gQ co o = 0 1 w z � 1- O w I. 2 o O ▪ N O 1- w I- � O z U= O z 4 , 4 ICrazan & Associates, Inc. Project No. 066 -03211 Cyl. Code 40144 Pour Date 1/21/2004 Report No. 1839 Weather Cloudy Jurisdiction City of Tukwila Project Tukwila SD Admin Building Location 4628 South 144th Street Client Tukwila School District #406 Inspector H. Vong Laboratory Data Remarks Results Reviewed By 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939 - 2500 Engineer Architect BJSS Duarte Bryant Contractor Heery International Field Data CYLINDER REPORT Concrete X Other Supplier Cadman Plant No. Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 10:15 264 437617 3 1/2 63 46 Placement Area Location Footing north, east, south and SW section elevation. Remarks Please refer to Field Report No. 35561 Date Reviewed / /'lam Form 03101 Revision 2 Effective Date 12/02/02 The Information provided on this reports prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. Permit No. D03 -259 Reported Batch Data Design Actual Weights Weights Mix No. 501081 Cem. lbs. 400 F. Ash lbs. 70 C. agg. lbs. 1 1337 C. agg. lbs. 2 67 C. agg. lbs. 3 Sand lbs. 1533 Water lbs. 158 Air Ent. (oz) Admixture 1 9oz wra Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 Other Design Strength 2,500 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 40144 -1 1/28/2004 7 4x8 12.57 38000 3,020 TB N/A 40144 -2 2/18/2004 28 4x8 40144 -3 2/18/2004 28 4x8 H Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 )� ASTM C1231 ASTM C780 Other Test Results Conforming Non - Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +1- 8% .. w..arii;:a.4..u6ru�•3u +1•M t5 44: .4s14 rJda t'1{S'ks . / ; 00 3 -2-S? 'ma armilra• V ,aZ & ASSOCIATES, INC. /,/,4 F ffr tv � , GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERI / CONSTRUCTION TESTING & INSPECTION OpN� January 27, 2004 KA No. 066 -03211 Mr. Bill Van de Bogert TUKWILA SCHOOL DISTRICT #406 4640 South 144 Street Tukwila, WA 98032 RE: Special Inspections Tukwila SD Admin Building Tukwila, Washington Dear Mr. Van de Bogert, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from January 13 to January 22, 2004. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submi d, KRAZAN A O IAT S, INC. William B. Throne Auburn Division Manager Pacific Northwest Region WBT\tr CC: CITY OF TUKWILA HEERY INTERNATIONAL BJSS DUARTE BRYANT Offices Serving The Western United States 1501 — 15 Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 03211 d ... .._..... . .............. «.«.;...:_:.''.ad ..iw,�.. F� "..�.• ..z, '' ' ''i.'iU iiIrF1:r.:L;ta �tiftil: IK r azan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 13 .1ANU9R 4 2o rD•t: PROJECT #• 04G- 032.1( PROJECT: i WiLA aL ADMt 5c.bc, LOCATION: 4(o28 ,S 140 KRAZAN PROJECT MANAGER: W87 FooTttJG ZoRGR.A6Es . ON StTE A i kecuESMED E TT CrM T 4,A<`TctP FOP ,i0 IL ReARt1.1c vCPtFtQAT101-P OF CNCCka+l1 A SG OF > Uil(TRADE AT ouit - WALL FRo► SntArr4vvESi Cf? Q,evoc, EAST Try THE 3T to DnwtJ W t T H THE T- c.Kr- - Me7A AS 1 ZoK614,ADc tS NAT►v E vNh1,;ru( eh Sr� A gin SN aRoLotl So ' 4 /SAX' imjCirkraveL 6 Co1;PLt= OVITAI) t Ve rn 5 /A 1 Pee) EMATtr,IJ (13Trh Tl-tE SvR6RADZ ci toG A FOR PkefSSokti. Gtu '7 T- PR0?-)Z, THE .tom 3cicS APP.EAP in 13 t" 1 4 11 EDl c i Ft »M, T2) Frp }A L' r'1tJ DI T l&N Gu i T t+ N� 5()F7 SrrN CN CGVN fl j ), APT TE 1 o 6 L L't71 1 - RtN( T4 PLAT, ;"D A L(g-r n CRu.St Roe,l <', ©Va ?R. ti A TlvC 30/e ANI1 CoMAA("IT&0 77-et ,Rock io1TH A pLAT2 Cr)M/SAC oRJ AC. go P(0..LIL1\ (JP Sri( /. SA 1.1ecE FRop coorp_tciok P P(oe To the best of my knowledge, the above Superintendent /Representative: 215 West Dakota Ave., Clovis CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave. #8G, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 123 Commerce Circle, Sacramento, CA 95815 4221 Brickell St., Ontario, CA 91761 WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. (559) 348 -2200 (661) 633 -2200 (209) 572 -2200 (408) 271 -2200 (916) 564 -2200 (909) 974 -4400 CONTRACTOR: PELLCr) JURISDICTION: (T oPTDKwtw_A PERMIT #: 1 O3 -•2. S'9 INSPECTOR: R Y4 {- td WEATHER:OvskcA lr Iclan: 1501 -15th St. ' W Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501 -144th Ave. NE #F -300, Woodinville, WA 98072 12816 NE 95th St. Suite B- 100, Vancouver, WA 98682 FIELD REPORT NO: 35921 TEMP: 43c_$3 Revisio 0 • (253) 939.2500 • (360) 598 -2126 • (425) 485 -5519 • (360) 254.3200 I(I' 21ZIITl & Associates, Inc. DATE: (4- T�,uuAP'-t Zoo 4 PROJECT #: 066 -05211 PROJECT:Tu► <wit_A 31) AflMt.1 BLDG LOCATION: 4(,2$ S 144 r " KRAZAN PROJECT MANAGER* W I GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION To the best of my knowledge, the abov Superintendent /Representative: 215 West Dakota Ave., Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave. #8G, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 123 Commerce Circle, Sacramento, CA 95815 B el St., Ontario, CA 91761 • (559) 348 -2200 • (661) 633 -2200 • (209) 572 -2200 • (408) 271 -2200 • (916) 564 -2200 • (909) 974 -4400 amnia vmY %tt'rMr +kt� CONTRACTOR: C JURISDICTION: c,t y 0 F TOKW►LA PERMIT #: 17a3 -2 q INSPECTOR: RmAt& WEATHER: Rp T ician: FIELD REPORT NO: 35 9 2 4 61.1 517 PS REQUESTED '1,35 THE CL7 i RA So IL BF_AI?t06 i /ER‘FICATtc,0 c , 1.3 Poo 1.)Q, SuEsCyRADE; Jou WAu, FR o, STEP pc> wk.r To TJh EA 57" CC 71)JER !AST WALL FQo►■ SeluTt-1 C6P.►.16.fe- Grrlr`1 APTRc»X 25 IJO2n -% 0-4 - 0(60. P>t:?Zlr✓. f ^ }PRo S EI t-to C) N REDtSO Figouou SAUDK Sf < T 4614VE2- �Np CeAISLE ) SU[I ,MJ) (QA-S FOU/ab T v f3c`. A- NN 1uH. F1RM, 77) ;7 QM, Coovlrlo/., n-+e Cot i c Z L,,) , L 2. �L? c CRJSt{tlQ ,Pock...., ova-0 N la ; 1 V r 1a 1 t D CG [`'1 p to CT W t n-,- PLAre" C6 M PA G r - WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. 1501 -15th St. W Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501-144th Ave, NE #F -300, Woodinville, WA 98072 12816 NE 95th St. Suite B -100, Vancouver, WA 98682 TEMP: 52 Revision 0 Effective Date: 8/16/0: (253) 939 -2500 (360) 598 -2126 (425) 485 -5519 (360) 254 -3200 4--a I(J:'aZ.,2llT1 & Associates, Inc. Superintendent /Representative: GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: I NlkAr.`i 2.c O41 PROJECT #: O(o(n -03211 PROJECT T"u►<witA Sr) )0t AIR' cllb& LOCATION: 4 (.28 3 144 KRAZAN PROJECT MANAGER ') Br s TE I1S RegvtSTt'n f - THE C'( , 1TR C'. CC31L. , =a . pIr.\ca t /;i:J4i rCA; tO., 1NS ?G ON Ft %nTt 5 A7 EaSr SIo1/4 or= 3 icrilt4 Fr) APPf-cx. E)<Q ),A.Tt`f) A RcA CHECKi_D Sr)/1- BeAP -LuG 'Et? 7 PRO F0017'036 3(1BGR46. APPC -AP I To Ze lid A /44.-t Fl Ri-k rr) Ft p_1-L eou4(TI ?u W f i H Mr OtI\AL f EtieTP,Arlt IP?c' soB62RaE ( Ti-E r- PRr) w1TH A FrR1 -( APPLtcA, To the best of my knowledge, the above 215 West Dakota Ave., Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave. #8G, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 123 Commerce Circle, Sacramento, CA 95815 4221 Brickell St., Ontario, CA 91761 / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. (559) 348 -2200 (661) 633 -2200 (209) 572 -2200 (408) 271 -2200 (916) 564 -2200 (909) 974 -4400 CONTRACTOR: PELLC.0 JURISDICTION: c.cr-( c.F T∎ I<w IC�4 PERMIT #: zs;cl INSPECTOR: t?A41ffk HA; WEATHER: c3,,z c.a 1r° SNOwd^/: Technician: A FIELD REPORT NO: 3 5 9 2 6 1501 -15th St W Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501 -144th Ave. NE #F -300. Woodinville, WA 98072 12816 NE 95th St. Suite B -100, Vancouver, WA 98682 TEMP: r; Or • (253) 939 -2500 • (360) 598 -2126 • (425) 485 -5519 • (360) 254 -3200 Revision 0 Effective Dale: 8116/02 &, Otfntd aza1- & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: , f - 0 I V PROJECT it C. 6 ""CU 3). l r PROJECT: 71,E K l v i L et 6. 0. /4.6/621 t rt✓ LOCATION: 6 2S' 5 () l Lf 71-4 KRAZAN PROJECT MANAGER' Liu] / To the best of my knowledge, the abov Superintendent /Representative: 215 West Dakota Ave., Clovis CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave. #8G, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 123 Commerce Circle, Sacramento, CA 95815 4221 Brlckell St., Ontario, CA 91761 rurs (559) 348 -2200 (661) 633 -2200 (209) 572 -2200 (408) 271 -2200 (916) 564 -2200 (909) 974 -4400 FIELD REPORT NO: 3 5 9 4 3 CONTRACTOR: J f /1 C C} JURISDICTION: C, i y-y l-' 1L' To tv ! let PERMIT #: Jic) `.- S INSPECTOR: im i 1CC-' let g WEATHER: G / Lt d ,/ TEMP: . e.; --- 00 5 i e 7y t) j L / Fa he t e , tJ evz ►' I= l'e w/-j d N o f - T ,6- s; tt (0i/2.v t2 ()r 83 g, � Ai rU�.c 8 ,Zvim_✓ u S / -' 1 ` a v ue' r 4 •v 1-1 ' . ' e / / /gL cr .,. CT ✓- r�� L�l f�L i l L li,''S (- e x 7 1/4/ f .„../ / tJ 0 /- pv 1-kept: / r c--" - S , .2 "- 3 ► tv ! ',L / o 1vct v e / /a e-e i 3 "- I ' ✓<�...:( 1` cote WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: - 1501-15th St. NW Suite 106, Auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501 -144th Ave. NE #F -300, Woodinville, WA 98072 12816 NE 95th St. Suite B -100, Vancouver, WA 98682 Revision 0 AtT.'cctiXf,P;50 /I Qlcr (253) 939 -2500 (360) 598 -2126 (425) 485 -5519 (360) 254 -3200 a2'a1Z & Associates, Inc. Superintendent /Representative: GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: /_ CONTRACTOR: 1 Zi2 AST. PROJECT #�% �� JURISDICTION: K// PROJECT: W'I 5C .7) /ET, »tIn . Z/ RMIT #: 7) C� LOCATION: 4(p 3 /¢ / 4 ' 51 NSPECTOR: KRAZAN PROJECT MANAGER' W WEATHER: 4 -•2. . A it /1( r 12 ;t H # A :110 I/. %of' •int=f1 t-•r �• ��. _ „r: .� %1", :tip -mss �� _ ✓1� rV . • ItR Q • M t ♦ CJ !../ P J /n(6 J en �I/�7Zdt� �I/Z ecT> .: /2 P _t a iLada A. Lr� Le- 1 MIMS s. ` 'ice AA72 - - 7J 6(1 C Fit 215 West Dakota Ave., Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave. #8G, Modesto, CA 95351 54.5 Parrott St., San Jose, CA 95112 123 Commerce Circle, Sacramento, CA 95815 4221 Brlckell St., Ontario, CA 91761 To the best of my knowledge, the abovq'WAS /J WAS NOT performed in accordance with the ap • (559) 348 -2200 (661) 633 -2200 (209) 572 -2200 (408) 271 -2200 (916) 564 -2200 (909) 974 -4400 Technician: FIELD REPORT NO: 35558 1501 -15th St. Suite 106, Aubu , 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501-144th Ave. NE #F -300, Woodinville, WA 98072 12816 NE 95th St. Suite B -100, Vancouver WA 98682 ns, specifications, and reg story requirements. Ea t:+Z:v fWrhtitq`w'US 'dkv l TEMP: 6 • • • • (253) 939 -2500 (360) 598 -2126 (425) 485.5519 (360) 254 -3200 Revision 0 iffiG4vcAc If iuJGliioe�itwu :�:_ °� _. V =,ice an & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: "' - PROJECT # 031 PROJECT 4I/ / g $ PAS LOCATION: 4t. S S f44. KRAZAN PROJECT MANAGER. L</5 fi Ac freQ 61EYT r1� N To the best of my knowledge, the abov Superintendent /Representative: 215 West Dakota Ave., Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave. #8G, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 123 Commerce Circle, Sacramento, CA 95815 c . - St Ont CA 91761 (..e <_ s�f : }i.i'.•t�r.il�' ^fY':Y..A .eF.1Mif4R�IJ- R.�� ".1. Y..�.� i (559) 348 -2200 (661) 633 -2200 (209) 572 -2200 (408) 271 -2200 (916) 564 -2200 (909) 974 -4400 CONTRACTOR: e JURISDICTION: iLC�i�/,�//(.r- MIT #: O3 - ' 2; WOW Ve) INSPECTOR: WEATHER: t rA ttZ ke FIELD REPORT NO: 35559 TEMP: 44 WAS NOT performed in accordance with the approved pl ins, ecl cations, and regulatory requirements. %' / .. i Technician: i 1501 -15th St. NO-Stilt 106, !`auburn, WA 98002 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501 -144th Ave. NE #F -300, Woodinville, WA 98072 12816 NE 95th St. Suite B -100, Vancouver, WA 98682 Revision 0 k t vs • < v- Pate; 811010.2 $ � [Hrnrfiieiwiid,lLiexiw,.Ei. . (253) 939 -2500 (360) 598 -2126 (425) 485 -5519 (360) 254 -3200 =VIM. VIM = aZaZ & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: I" 2 I' - a PROJECT #: PROJECT LOCATION: ' 2 8 KRAZAN PROJECT MANAGER: CONTRACTOR: JURISDICTION: PERMIT #: INSPECTOR: WEATHER: FIELD REPORT NO: 3 5 5 61 ue _ 7 To the best of my knowledge, the above Superintendent /Representative: 215 West Dakota Ave., Clovis, CA 93612 4231 Foster Ave., Bakersfield,. CA 93308 1025 Lone Palm Ave. #8G, Modesto, CA 95351 545 Parrott St., San Jose, CA 95112 123 Commerce Circle, Sacramento, CA 95815 4221 Brickell St., Ontario, CA 91761 (559) 348 -2200 (661) 633 -2200 (209) 572 -2200 (408) 271 -2200 (916) 564 -2200 (909) 974 -4400 Technician: J 1501 -15th St. NW Sul e 106, Auburn, WA 98v /2 •+ 20714 State Hwy 305 NE Suite 3C, Poulsbo, WA 98370 19501 -144th Ave. NE #F -300, Woodinville, WA 98072 12816 NE 95th St. Suite B -100, Vancouver WA 98682 42 ao_i2efki ti& 9 At-5uers Oter A WAS NOT performed in accordance with the approved •Ian specifications, and regulatory requirements. • (253) 939 -2500 • (360) 598 -2126 • (425) 485 -5519 • (360) 254 -3200 Revision 0 Effective Date: 8 /I6/02 JAN -21 - 20 0 4 oe:43AM FROM- KRAZAN AND ASSOC +425 - 485 -6837 T -428 P.001/001 F -547 ..r__ a w L<.�l_J t->�1 1 r1 J U L I A IL-Si INC. MY NOTES CI, Ti 6, _ pm Message T . ken By: Talked With: UvL Company Name: Project Name: PHONE CONVERSATION FORM Project No: , / 032_ L f TEL: (20(p r• _ FAX: C S — qt,2? �-- CELL or lIL ( PAGER: OTHER PARTY'S NOTES c.4-1 � o sr. t- 'rj -0 A ; 0 &, 4 &)i444 Offices Serving The Western United States c) i;..F r AM - eY2 eleiy1c/ ox2 /-&.4 19501 — 144 Avenue NE ft F -300 • Woodinville, Washington 98072 • (425) 485 -5519 • Fax (435) 483 -6837 t, t, ,,° •+' ax^ �,' rz:, acro± N: unr�•.' n+••. �.... a . , �• ,, �x , s*r� u Hn� °e � ttrrsru � !roe ` .1. \f,` •'1;� ,- , .t;`ujey_ r!1Ht•t.S'%� ""t✓Ha "R,.ts.'��•. nt' q�5� ?�, }:hk`n'1{;.rir'yM?'✓`1ST' !"'A {, .�'. z '~ z 00 W1 0 2 LL < (- Z = I— W O co O — • F– LU LL 1 o wz 0 ~ z 1K1 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION January 22, 2004 Project No. 066 -03211 Dave Larson CITY OF 'TUKWILA 6300 Southcenter Blvd. Tukwila, WA 98188 Subject: Tukwila School district Administration Building Permit No. D03 -259 Dear Mr. Larson This letter is being written as a follow up to our phone conversation yesterday afternoon regarding the soil conditions for the footing excavation on the above project. You had expressed concern that our inspection staff did not carry WABO certification to perform the required tests, they had not referenced the geotechnical report for the project in their field reporting, and you were unaware that Krazan would be performing field tests for the project. As we discussed yesterday, soil testing and inspection does not yet carry the same certification criteria as special inspections for reinforced concrete, structural steel, or the other construction methods identified in Chapter 17 of the UBC/IBC. There is not yet a specific license in the industry to provide verification testing of soil compaction, suitability, and bearing verification. There are internal and external training programs for this type of work, and all of our inspection staff have attended various seminars so that they can perform this work to industry standards and our expectations. These services fall under the umbrella of ASTM E329 for which we carry national accreditation through the International Accreditation Service (IAS). In reviewing our field reports between 1/14/04 and 1/20/04 it is evident that the contractor has been following the recommendations outlined in Kleinfelder's geotechnical report dated 1/29/03. Bearing surfaces have been identified to be in soils consistent with the native glacial till, identified in the three borings for the project, which offer a bearing capacity of 3,000 psf. Surfaces have been probed and confirmed to be firm, dense and unyielding. I understand that there was a preconstruction meeting for the job but that you were unaware that Krazan would be providing soil testing and monitoring in addition to our special inspection services. While we are not the geotechnical engineer of record we will verify compliance to the project documents, including the geotechnical report, and have done so to date. Future reports will clearly state that work is in compliance will project documents ?4;,' Respectfully submitted, KR.AZAN & A • C , ES, INC. William B. Throne Auburn Division Manager Offices Sean L. Caraway, P. . `• Senior Project Engineer 1501 15 Street NW, Suite 106 Auburn, WA 98002. (253) 939 -2500 • Fax: (253) 939 -2556 moil uainpdoe , Nom ammem•Ilros April 20, 2004 Dev 1�rilU GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING 1 j t CONSTRUCTION TESTING & INSPECTION Ms. Ana Allison HEERY INTERNATIONAL 1011 Western Avenue, Suite 706 Seattle, WA 98104 azan & ASSOCIATES, INC. RE: In Process Inspection Report Tukwila SD Admin Building Tukwila, Washington Dear Ms. Allison, KA No. 066 -03211 Permit No. D03 -259 Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & SO INC. William B. Throne Auburn Division Manager Pacific Northwest Division WBT\rd Enclosures CC: CITY OF TUKWILA BJSS DUARTE BRYANT Offices Serving The Western United States 1501 — 15` Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939 -2500 Project No. 066 -03211 Cyl. Code 40532 Pour Date 3/31/04 Report No. 01670 Weather Clear Project Tukwila SD Admin Building Location 4628 South 144th Street Client Tukwila School District #406 Field Data CYLINDER REPORT Concrete X Other Supplier Cadman Plant No. Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:20 287 450944 4 67 48 Placement Area Location 2nd floor mechanical mezzanine slab. 3 footings NW of building. Equipment pad slab on grade @ NE corner of building. Remarks Please refer to Field Report No. 40164. Inspector H. Vong Laboratory Data Remarks Results Reviewed By Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C -39 +1- 8% Jurisdiction City of Tukwila Permit No. D03 -259 Engineer Architect BJSS Duarte Bryant contractor Heery International Reported Batch Data Design Actual Weights Weights Mix No. 603083 Cem. lbs. 480 F. Ash lbs. 85 C. agg. lbs. 1 3/8" 1783 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1392 Water lbs. 186 Air Ent. (oz) 3 Admixture 22.9 WRA Other (oz) Fiber Mesh Other (oz) Other (oz) Water Added on Job (gals.) 5 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 Other Design Strength 3,000 @ 28 days Date Specimens Rec'd. 4/1/04 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 40532 -1 4/7/04 7 4x8 12.53 65000 5,190 MR NA 40532 -2 4/28/04 28 4x8 40532 -3 4/28/04 28 4x8 H 4x8 Date Reviewed c1/ 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 03101 Revision 2 Effective Dale 12/02/02 The Information provided on this report Is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan d Associates. Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non - Conforming Pellco construction, inc Bob Benedicto Building Official City of Tukwila Tukwila, WA 98168 8/2/04 RE Tukwila School District Administration Building Dear Mr. Benedicto, The mechanical enclosure on the north side of the building is specified to have sound panels installed on the inside surface to dampen the noise from the four condensing units. We ordered these panels in Mid -May, but because of production delays, we will not be receiving them until the week of August 10". When we receive them, we will immediately install them. You have identified a door on the south side of the building that needs to have a sidewalk extended to the city sidewalk to allow for emergency handicapped egress. This issue is being looked into by the architect and owner. We are waiting for a solution to the landscaping and irrigation design changes that must be made to pour the new walk. We will proceed immediately once this direction is received. All other life safety issues are being or have been resolved. The school district is anxious to get moved in to their new space and get settled before the back to school rush hits. We respectfully request a 30 day Temporary Certificate of Occupancy to allow us the time to get these installed. Your consideration to this matter will be greatly appreciated. Sincerely, Mike Pellitteri PELLCO Construction, Inc PO BOX 82586 KENMORE, WA 98028 (425)806 -5001 FAX(425)806 -5110 Architects: BJSS DUARTE BRYANT 724 Columbia St. NW, Suite 400 Olympia, Washington 98501 T (360) 943 -4650 / F (360) 357 -9022 October 9, 2003 PROJECT F'I1 COPY PROJ DOCUMENTS for ADDENDUM NO. 1 RECEIVED CITY OF TUKWILA OCT 1 0 2003 Administration Office for Tukwila Schools Tukwila School District PERMIT CENTER This Addendum is issued for the purpose of clarification and /or revision of the Project Manuals and the Drawings. All portions of the addenda including attachments are hereby made a part of the Bid Documents. ITEM I PROJECT MANUAL A. Section 0800 — Supplementary Conditions 1. Delete 4.8.1 in its entirety 3. Revise hardware group #8 as follows: 3 ea. Hinges BB1199 5x41/2 US32D NRP 1 ea. Exit Device 98E0 630 1 ea. Closer 4041 EDA Alum 1 ea. Kick Plate K0050 10x2 "LDW B4E 1 ea. Stop /Holder C1000M 630 1 ea. Gasket S88D 1 ea. Sweep 18062CP 1 ea. Threshold 172A x FHSL25 it ti,:hSru. "M+E+S 4.:4 • a::s l sWuV',iytitii•' CM Of 111011A APP'RO'VED DEC - 2 2003 AS 40T ED 2. Add the following: "4.8.4 The Owner will pay the City of Tukwila building plan check and permit fees. The contractor will pick up the building permit after Notice to Proceed. The Owner will also pay utility building connection or hook -up fees, but not permits. The Contractor shall secure and pay for all other permits and fees as provided under 4.8.1 of the General Conditions." ITEM II ARCHITECTURAL DRAWINGS A. Sheet A020 Door Schedule 1. Delete door 109 and add an equal amount of framed and finished wall. 2. Add door 100A, 3'0 "x7'0" Hollow metal, type A door with painted finish. Provide type A painted hollow metal frame per details E5/A021, A13/A021 (see attached). Provide "Emergency Exit Only Sign" CORRECTION D*3•1-Z51 z 2 • W CC W2 JU O 0 (0 0 u)w J F- � LL w 2 u_ j co = W z F- O z F- LU • w 0 • - O 1— W • u u" O ..z w O F•- z Addendum No. 1 Administration Office For Tukwila School District Page 2 4. Add note to door types: "T =tempered or safety glass per UBC section 2406" B. Sheet A100 1. Enlarge HVAC concrete pad from 13' -0" to 18' -6 ". Extend landscaping screen by same amount. See attached sketch. C. Sheet A200 1. Add new 4" x 5-1/2" x 5-1/2" concrete pad outside of new door 100A. See A above. See attached sketch 2. Add drinking fountain. See attached sketch. See mechanical. ITEM III MISCELLANEOUS 1. Comments from Public Works Department — City of Tukwila A. Contractor performing work inside the City right -of -way shall obtain a business license with the City of Tukwila. Contact Barbara Saxton, City Clerk's Office at 206 - 433 -1800. B. Contractor shall submit a traffic control plan for off site work per MUCD of the City of Tukwila. Please note that pedestrian access shall be maintained at all times. C. A bond in the amount of 150% of construction cost in the City right -of -way (not on private property) shall be submitted to Public Works, City of Tukwila. D. A copy of insurance coverage (minimum $2,000,000) listing the City of Tukwila as additional insured shall be submitted. ITEM IV SUBSTITUTION APPROVALS The following manufacturers and /or their products noted, as applicable, are approved subject to full compliance with Specifications and Drawings, including all material and /or assembly performance requirements specified, which shall be documented in writing and submitted with 'shop drawings' and /or manufacturer's literature as specified under Section 01330. Should materials and /or assemblies listed below be subsequently found not to meet specification and drawing requirements, or cannot be substantiated by written documentation, the Architect reserves the right to subsequently disapprove said material and /or assembly. h4''4.6 0 0 00°, wW\ 0.044w:410450,4 Addendum No. 1 Administration Office For Tukwila School District Page 3 ITEM VI MECHANICAL ADDENDUM ITEM VII CIVIL ADDENDUM Bidders are cautioned to bear in mind that the listing is not an approval of a manufacturer's standard production product, except where specifically listed, but rather that the manufacturer is approved to bid their product with whatever modifications are necessary to match the standard of quality and performance specified and application indicated. Section Product Approved Manufacturer /Product 04200 Brick — Fraser Red I.X.L. The Brick People 15860 Backdraft Dampers Greenheck Fan Corp 15870 Louvers Greenheck Fan Corp 15870 Roof Caps Greenheck Fan Corp 08410 -1 Offset Glazed System Arcadia 07000 Waterproofing & Damproofing Deco Products, Inc. ITEM V PRE -BID MEETING NOTES 1. The existing construction fence will be removed. 2. The existing east silt fence only will remain. 3. The sanitary sewer line is being installed under the demolition contract. 4. The north sidewalk adjacent to the existing parking was inadvertently demolished. Add replacement of this 4" concrete walk to required site work. 5. Security from theft, vandalism etc. will be an issue. Take appropriate measures to safeguard your site, materials and equipment. 6. The demolition contractor has been asked to submit a proposal for compaction prior to this contract taking place. However it has not yet been accepted. 7. Construction set -up notes can be found on sheet A100. Attached hereto and made part of this Addendum are those items as prepared by Hultz \BHU \Cross Engineers, totaling 8 pages, which shall be included in the Contract Documents. Attached hereto and made part of this Addendum are those items as prepared by MC' totaling 1 page, which shall be included in the Contract Documents. Addendum No. 1 Administration Office For Tukwila School District Page 4 ITEM VIII ELECTRICAL ADDENDUM Attached hereto and made part of this Addendum are those items as prepared by Hultz \BHU \Cross Engineers, totaling 7 pages, which shall be included in the Contract Documents. BIDDERS SHALL NOTIFY ALL SUB - BIDDERS AND SHALL ACKNOWLEDGE RECEIPT OF THIS ADDENDUM ON COMPLETE AND SUBMITTED PROPOSAL END ADDENDUM NO. 1 ADMINISTRATION OFFICE FOR TUKWILA SCHOOLS a.s<' >,:t.xi Phase Bidding Meeting Pre -Bid Date October 7, 2003 Place Site/ Showalter staff lounge MEETING ATTENDANCE /SIGN IN SHEET OFFICE BUILDING FOR TUKWILA SCHOOLS ADMINISTRATION Project No. 022216 -01 Time 3:30 Please indicate your attendance by checking or add to the list: MOM .. S or • 1.4 eoii2A-1664rwoz. 600.1 • i—z- M bLi- Hh ' v C s-h. a /Z 'Tom) Cfxia E Lary 'M Gk n,∎ k, -F- V+' - 6- (y $-, O Ke-vikibuiqi+Aiv, G . Di: N ."crv. lx: • moo I(ell f tocirit dras7- r tl /71( ha /IA Li2416) ,4646 0 0 0 0 El 0 d 0 Rev 6/7/03 * Area code is 206'unless otherwise noted 2 z -S'72 -4)s) 2.6 -5 -s sz6 253-5M- /1(vco 25& 524 - 50 -/(v 12-6(73f -6 X 73 t( 2(9 - Lo(o(- 200 - 2 I 1 17 -5- - -Z212 42s- 001-90 � 3 4Z5- kv6 -seol 445- s-06 - sir D Yozs- ysf avozy vas' %sy a &? (--)th) 6z9-4 64-zA e.zz ( 5. z .c77 P:\ PM \TSD\ Admin.Office\ MeetingMins Engineers: Hultz BHU Cross Engineers, Inc. 2407 North 31' Street #200 Tacoma, Washington 98407 (253) 383 -3257 / FAX: 383 -3283 C. Section 15900 — Controls October 9, 2003 PROJECT DOCUMENTS for ADMINISTRATION OFFICE FOR TUKWILA SCHOOLS Tukwila School District Tukwila, Washington MECHANICAL ADDENDUM NO. 1 This Addendum is issued for the purpose of clarification and /or revision of the Project Manuals and the Drawings. All portions of the addenda including attachments are hereby made a part of the Bid Documents. ITEM I: PROJECT MANUAL A. Section 15140 — Pumps 1. ADD entire specification section, see attached (3 pages). B. Section 15450 — Plumbing Fixtures and Trim 1. Page 4, Paragraph 2.2, Plumbing Fixtures ADD P -6A Drinking Fountain Elkay Swirlflo Model No. EDFPM117C barrier -free two level drinking fountain, contoured basin, stainless steel type 304 18 gauge construction, lustrous satin finish with high shine outer edge, front push button operation, one -piece Flexi -Guard safety anti -squirt bubbler, automatic stream height regulator screwdriver stop, waste strainer, and 1 -1/4" O.D. tailpiece. Unit shall comply with Washington State Handicap Access Regulations. Provide with surface mounting plate and supporting wall carrier. Installation height shall be per architectural plans and manufacturer's recommendations. 1. Page 5, Paragraph 2.6, Accessories: ADD G. Interval Timer: 4 hour (unless specified longer) spring operated interval time with wall plate indicating timer setting, and control knob. Timers shall not have a permanent HOLD position 2. Page 9, Paragraph 4.2, Gas Furnaces: ADD F. Conference Room Control: When Conference Room is occupied, provide bypass of thermostat control in Waiting /Lobby 101, so that when conference room unit control is activated, control in lobby will be deactivated and satisfy heating /cooling requirements in Conference Room. Page 1 Addendum No. 1 ADMINISTRATION OFFICE FOR TUKWILA SCHOOLS ITEM II: DRAWINGS A. Sheet M.01 1. Pump Schedule a. ADD Pump Schedule with Domestic Recirculation Pump to be as follows: Symbol: CP -1 Specified Manufacturer and Series No.: Armstrong Series 100 H32 Type: Horizontal In -line Service: Domestic Hot Water GPM: 10 Head Ft H2O: 10 Min HP: 1/6 Volts /Ph: 115/1 Remarks: All Bronze 2. Water Heater Schedule a. REVISE Electrical Requirements for WH -1 to be 240 Volt, 1 Phase, 25 amps. 3. Exhaust Fan Schedule a. REVISE control column for EF -4 and EF -5 to be Interval Timer Control. 4. Plumbing Fixture Schedule a. ADD Drinking Fountain to schedule as follows: B. Sheet M1.02 C. Sheet M2.01 D. Sheet M3.01 Symbol: P -6A Description: Drinking Fountain W 2" V: 1 -1/2" CW: %2" Remarks: ADA Accessible, Bi -level 1. Gas Furnace /Cooling Unit Schedule a. REVISE Electrical Requirements under Outdoor Comp /Cond to be "230 Volt, 1 Phase" 1. Foundation Plan a. ADD 3" W line north of 3" W line serving lavatories at restrooms. ADD 3" FCO at end of 3" W line. b. ADD 2" W up to P -6A Drinking Fountain located at wall northwest of Women's Room in the lobby. See architectural plan for exact locations. Connect 2" W to the 3" W line serving the two lavatories at restrooms. 1. Keyed Notes a. ADD to note 2 "With Access Door ". Page 2 Addendum No. 1 ADMINISTRATION OFFICE FOR TUKWILA SCHOOLS 2. Plumbing Plan a. ADD CW main, 1 -1/2 ", from riser location over to mezzanine. b. CHANGE 1" CW line serving the two north hose bibs to be 3/4". Z c. DELETE 4" VTR above Work/Copy Room, ADD 2" VTR at kitchen sink P -5A, w DELETE 3" vent over to mezzanine. 6 _i0 d. ADD leader line from the word "seismic shut -off' over to seismic shut -off U • o valve shown on the gas meter assembly. W J = e. ADD valve at water hammer arrestor on East end of chase cn u. W O f. ADD %" HWC line from kitchen sink at Break Room 116 over to water heater 2 on mezzanine. J L..Q CO g. ADD P -6A Drinking Fountain at Lobby/Waiting Room 101, centered on south z w wall. See Architectural plans for exact location. ADD %' CW line and 1 -1/2" z vent to serve fixture. Connect to water and vent lines serving fixtures in 1— O Restrooms. z F- W 3. Mezzanine Plumbing Plan � p a. ADD note to route all piping as high as possible to allow walking room below. p N o b. DELETE 3" vent line going over to main floor plan plumbing. ADD 3" VTR at = v Mezzanine area to serve west side of building. Locate near 3" vent down to p = plumbing chase. — O w Z ' c. ADD trap primer valve and lines to serve mezzanine drains. H O d. ADD CP -1 at water heater with isolation valves, aquastat control and Z thermometer. ADD %" HWC line from water heater over to Break Room 116. 5. General Notes a. ADD General Note 4. to read "Provide isolation valve, drip leg, and union at gas piping connections to all equipment." E. Sheet M3.02 1. Detail C13 a. MOVE pressure gauge to be above (after) pressure reducing valve. Add note to provide this pressure gauge. Set psi for system to be 50 psi. F. Sheet M4.01 1. HVAC Floor Plan a. REVISE location of the two outdoor condensing units AC-1B and AC -4B to be further to the south by approximately 5 feet to make room for electrical disconnects. Provide additional offsets and length in refrigerant lines to accommodate this shift in location. b. In Women's 104, MOVE 12x12 CEG to be over next Water Closet, so not directly below duct up to mezzanine. Page 3 Addendum No. 1 ADMINISTRATION OFFICE FOR TUKWILA SCHOOLS G. Sheet M4.02 c. Provide OBD's at exhaust ducts serving Women's 104 and Men's 105 d. RELOCATE Backdraft damper in relief system at the end of Hallway 107 to be horizontal above the 20x20 CEG. e. RELOCATE Backdraft damper in relief system at the end of Hallway 120 to be horizontal above the 20x20 CEG. f. REVISE 14/6 wall return grille (WRG) at Waiting /Lobby 101 to be 18/10 WRG. g. File Room 129, ADD 12/8L transfer duct with 2 12/12 TGs out from this room to adjacent Purch /Oper Assist Room 126. h. Break Room 116, MOVE Keyed Note 5 to north next to transfer duct. i. Break Room 116, ADD note to 8 /8L duct up through roof to "provide roof cap at the three locations ". j. Break Room 116, DELETE Rangehood on mechanical plans. Unit is part of Microwave system by others. k. MDF Room 117, ADD 6/6 duct and 6/6 CD -4, 50 cfm to supply MDF Room off of a 12" dia duct serving 12x12 diffuser in Office 122. I. REVISE louver size at Southwest corner of building to be 36x34 WL. m. ADD remote temperature sensors at the following locations: For Thermostat (master location) serving ESHS Director 111: Add Remote sensors at Office 112, Director 113, Multi- Purpose 109 and Admin Assist 110. For Thermostat (master location) serving Superintendent 124: Add Remote sensors at Personnel Manager 123, Office 122, Break Room 116 and Hallway 103. For Thermostat (master location) serving Bus /Oper Manager 127: Add Remote sensors at Payroll 128, Budget Manager 125 and Small Conf Room 130. I. ADD additional Thermostat and Interval Timer in Large Conference 100 on east wall near door to Chair Storage 106. Provide label at thermostat/timer to read "This device will activate Conference Room Thermostat when switched on. I I 2. Keyed Notes a. ADD to Keyed Note 6 "Also coordinate duct runs with plumbing runs in joist space ". b. ADD to Keyed Note 7 "Provide concentric vent kit for each furnace. Provide shop drawing for architect/engineer review prior to installing vent kits on roof. Include additional 20' each of flue and outside air intake lines from each furnace location shown to accommodate approved layout." c. ADD to Keyed Note 8 that reads "Duct continues to the north, for continuation see HVAC Plan this sheet." 3. Floor Plan A9 a. REVISE title of this plan to read "HVAC Mezzanine Plan" b. ADD word "below" the 10/8L duct shown below the 18/18L duct at Northwest corner of mezzanine. c. REVISE 14/6 wall return grille (WRG) at Waiting /Lobby 101 to be 18/10 WRG. ADD note to provide duct drop to align this grille mounting height with other WSGs and WRGs in Lobby. 1. Mechanical Detail L4 Page 4 Section Item Manufacturer 15820 Exhaust Fans Penn 15860 Backdraft Dampers Greenheck 15870 Air Terminals Metal Aire 15870 Roof Caps Greenheck 15870 Louvers Greenheck, Ventex, American Warming Addendum No. 1 ADMINISTRATION OFFICE FOR TUKWILA SCHOOLS H. Sheet M4.03 a. ADD note at filter section that "Filter Section is field fabricated." 1. Mechanical Section a. ADD note at outside air louver to read "Seal watertight bottom 6" of plenum at outside air intake louver. ITEM III SUBSTITUTION APPROVALS The following products are approved subject to full compliance with the project documents. END of ADMINISTRATION OFFICE FOR TUKWILA SCHOOLS MECHANICAL ADDENDUM NO. 1 Page 5 PART 1 - GENERAL 1.1 WORK INCLUDED 15140 -1 Section 15140 Pumps z a A. Domestic Circulators. Z � 1.2 RELATED WORK 6 U 0 N 0 A. Section 15060 - Pipe and Pipe Fittings. U w B. Section 15080 - Piping Specialties. Lu _ C. Section 15900 - Controls. w D. Section 15995 - Commissioning of Mechanical Systems. w 0 2 1.3 SUBMITTALS Q w d A. All submittals shall comply with Section 15010.. H = ? B. Provide product information and performance data for all pumps and variable speed Z O pumping system. w w 2 p C. Performance data shall include pump curves, showing pump performance as head vs. 0 cn GPM, BHP and NPSH vs. GPM, with system operating point clearly marked. (NPSH vs. 0 F— GPM not required for pumps 1 HP and less.) = U Liz O PART 2 - PRODUCTS ui 2.1 ACCEPTABLE MANUFACTURERS 0 H A. Products shall comply with Section 15010, Paragraph 2.01, Acceptable Manufacturers B. Domestic Circulators: Armstrong, Paco, Taco, Grund Foss. 2.2 GENERAL A. All rotating parts shall have been statically and dynamically balanced at the factory. B. Pumps shall operate at 1750 rpm unless indicated otherwise. C. Pump Capacity: Shall be no less than the values listed on the Mechanical Equipment Schedule on the drawings. D. Pump Types: The type of each pump is indicated on the Mechanical Equipment Schedule under the "Type" column, and corresponds to the types specified herein. E. Motors: Shall comply with Section 15010. Motors shall be of sufficient size so as to be non_overloading at any point on the operating curve and shall be no smaller than the size shown on the drawings. Motors shall be of drip -proof construction, unless indicated otherwise shall be 1750 rpm (unless indicated otherwise), resilient mounted with oil z Section 15140 Pumps lubricated journal or ball bearings and have built -in thermal overload protectors. Motors shall be for use with the voltage and phase as scheduled on the drawings. z F. Testing: All pumps shall be factory tested and thoroughly cleaned. ~ w G. Finish: Pumps shall have minimum one coat high grade machinery enamel finish, factory ce 11 applied, manufacturer's standard color. v 0 0 co o co ILI 2.3 DOMESTIC CIRCULATORS - H w0 A. Type: Centrifugal, single stage, close coupled, in -line pump, with horizontal shaft. 2 B. Construction: Pump shall consist of a bronze volute, brass stamped (or cast) impeller, u_ alloy steel shaft with copper sleeve and integral thrust collar, mechanical seal (ceramic on s 0 carbon seal faces, with brass trim), and shall have a flexible 4- spring type coupler. I— _ zI— C. Operating Range: Pump shall be suitable for 225 degree F operating temperature and 125 z 0 0 psig maximum working pressure. 111 w D. Motor: Motor shall be non - overloading at any point on the pump curve. Motor shall be p D- o f the drip - proof, permanent split- capacitor, sleeve- bearing type; of quiet- operating 0 H construction; and shall be equipped with thermal overload protection. i v H LL O D. Option: Wet rotor type pump with stainless steel shaft and stainless steel impeller may be 0 used in lieu of the above specified type. 0 H= 0 1 ' PART 3 - EXECUTION 3.1 INSTALLATION A. Install pumps at locations shown on the drawings. B. Decrease from line size to pump inlet size with long radius reducing elbows and minimum 5 -pipe diameter straight pipe into pump (except where suction diffusers are used). Where reducers (in the horizontal) are used on pumps, they shall be the eccentric type installed with taper on the bottom. C. Provide suction diffuser at entrance to pumps as indicated on drawings. D. Provide flexible connectors in piping to heating/cooling system base mounted pumps. E. Check motor alignment after pump installation, realign as necessary. F. Grout in base of base mounted pumps after pumps have been set. G. Provide non -slam check valves in discharge of all pumps (except domestic circulators). 15140 -2 Z Section 15140 Pumps II. Check pump operation to ensure that specified flows are provided, without motor unloading or pump cavitation (see Section 15995). Notify the Architect/Engineer of any unusual conditions or performance other than as specified. END OF SECTION 15140 -3 WPM l , . ' • .. - C I MC SQUARED INCORPORATED ITEM NO. 1 £0/Z0 ' d ttOZZS£ 092 ADDENDUM NO. 1 to the contract documents for TUIC ILA SCHOOL ADMINISTRATION BUILDING October 6, 2003 SHEET C - 2, NOTE SD13: Change note to read: Fumish and install construction perimeter fence in the approximate location as shown. ITEM NO. 2 SHEET C - 2, NOTE SD5: Change note to read: Filter fabric fence from demolition contract will be remaining along the east side of the site. Contractor is required to furnish and install filter fabric fence along the remaining perimeter of the site in the approximate location(s) as shown. ITEM NO. 3 SHEET C-4, NOTE for WATER METER. CONNECTION nd a PER MIT FEES: Change note to read: See specifications for information regarding payment of water meter fees, connection fees and permit fees. ITEM NO. 4 SHEET C-4, NOTE ADDED: Add note to read: Per notes SS1, SS2, SS5 and SS7 the sewer Installation features mentioned are not in contract, but for reference only. Per notes SS3, SS4 and SS6, contractor must perform these actions and provide these items as part of the contract. ITEM NO. 5 1235 EAST 4TH AVE SUITE 101 OLYMPIA, WA 98506 (360) 754 -9339 FAX (360) 352 -2044 E -mail: engemc2- Inc.com SHEET C - 5, DETAILS SUBSTITUTED: Remove City of Tukwila details 9, 10 and 11. Replace with VaI -Vue sewer district details 4, 6, 7 and 8. ITEM NO. 6 SHEET C-4. WATER INSTALLATION NOTE 7: Change note to read: See sheet C - for water system details. ITEM NO. 7 SHEET C NOTE W2: Change note to read: Use existing 1 water meter and vault, if salvageable. Provide RPBA reduced pressure backflow assembly in hot box located in Page 1 of 2 Tukwila School District Administration Building Addendum 1 STRUCTURAL • FOUNDATION • CIVIL ENGINEERS eN I amunos ow raM 82:0T £00Z -0Z -100 £0'd 1d101 below ground vault per City of Tukwila standards. Hot box shall be with heater. Power supply required for hot box. For use of equal submit catalog cut sheets to City of Tukwila. ITEM NO. 8 SHEET C -5, DETAIL SUBSTITUTED: Remove Dry Well detail 4. Replace with King County Surface Water Design Manual Figure C.2.D. ITEM NO. 9 SHEET C -5 DETAIL ADDED: Add City of Tukwila Detail RS - 11, Sidewalk Detail. ITEM NO. 10 SHEET C -2, YARD DRAIN AND INVERTS ADDED: Add yard drain as monitoring station for footing drains to dry well. Invert of yard drain 274.50. Invert of dry well 274.00. ITEM NO. 11 SHEET C -2, NOTE SD14: Add note to read: Saw cut and remove entire panels of existing sidewalk as required to facilitate hook up to catch basin. Entire sidewalk panels shall be removed as required and restored per City of Tukwila standards see detail 13 on sheet C -5. ITEM NO. 12 20/20'd bt'OZZS£ 092 1 - Wilkins model 975XL 1W reduced pressure assembly or equal 1 - HotBox model HB3000 or equal SHEET C -32 NOTE D27 ;, Add note to read: Saw cut and remove entire panels of existing sidewalk as required to facilitate hook up to catch basin. Entire sidewalk panels shall be removed as required and restored per City of Tukwila standards see detail 13 on sheet C -5. Page 2 of 2 Tukwila School District Administration Building Addendum 1 'DNI asddnos ow _1 ■ - - - : .. a 8£:01 £00Z -0T -100 1 j 2 CJ. MAMIOLE FRAME AND CM OLYMPIC FOUNDRY IMH 30 CO ECIUMIENT. OIL WT. 38 00 NQ1 -SLIM NAM, 1 -1' DINKIER HOLE 'SIEMER' CAST N COWL BOLT D�nO.'�M�-�({w/1(3 . BOLT S.& 1MTH iLIZN MANHOLE ADJUSTMENT RINGS SEE DETAIL 10 RUNG IN CMMNEY SECTION TO BE 3' OUT FROM WALL. PRE-CAST CONE FIRST RUNG BELOW CINMNiEY SECTION TO BE 3- OUT FROM WALL MANHOLE SEE DETAIL 1 S PRE -CAST BARREL 2' MANHOLE BASE SECTION NTH PREFABRICATED CHANNEL NTH FIBERGLASS LINER. SEE DETAIL 7 & B PEA GRAVEL OR SAND BEDDING • NOTE: 1. DETAILS SHOWN ARE TPICAL FOR ALL MANHOLES UNLESS OTHERWISE NOTED. 2. MANHOLE FRAME AND COVER TO BE ON OPPOSITE SIDE FROM OUTGOING PIPS. PROVIDE A: .M.11C CON AM PER DISTRICT STAMDARD p ; IF NOT LOCATED IN PA 4 DETAIL 4 VAL YUE SEWER DISTRICT STANDARD MANHOLE TYPICAL 4' D A.. MANHOLE NOT TO SCALE RUBBER GASKET JOINT BYASSOQATED :SAND M1 AFlO GRAVFl, OR EOUAL 7'-O MIN. INTEGRATED SOCKET MATH '0' RA4G GASKET TO ACCOMODATE TYPE, AND SIZE OF SEMA:R PIPE (TYP.). PREFABRICATED CONCRETE CHANNEL WITH GLASS nes SUPPORTED PLASTIC LINER. AS MANUFACTURED BY Cu LINERS LTD. OR APPROVED EQUAL. MANHOLE BASE STRAIGHT THROUGH FLOW li Post-It' Fax Note 7671 oe 9 . 2, kiPlige 1 From -rev.. To g ay zret. CoJDopl. C4). \API S AN , Phan.1 340 .75 241' 234, Fax o 3 0? . az . z4 Fax • .11 , fior •.. . •..v.. • • SAW CUT DOST. UNE C.I. MANHOLE FRAME AND COM OLYMPIC FOUNDRY pH 30 OR EQUIVELENT. (mgt. WT. MOO PROVIDE NOW-SKID SuRFACE, 1-1y DIAMETER HOLE AND won "' _CAST IN CosER DOLT WAN (3 PELT SS YiThs ALLEN MEM). MANHOLE ADJUSTMENT RINGS SEE DETAIL 10 RUNG IN CHIMNEY SECTION TO BE 3' OUT FROM NAL: L . 0,...,0...4 0, PRE—CAST CONE FIRST RUNG BELOW CHIMNEY SECTION TO BE 3' OUT FROM MANHOLE STEPS SEE DETAL 9 r MANHOLE BASE SECTION Wilt PREFABRICATED CHANNEL WITH NER. SEE DETAL 7 a B PRE—CAST BARREL —EXISTING UNE ■IMMIIIIIMINNOMOlaft•••■• WALL NEW PIPE ME At clic comcRETE PER DISTRIur STANDARD p IF NOT LOCATED IN PAM AREA DETAIL 6 nmeDiED PAVD4Ei4y GIAE •i • • PUNG CONNECTION, HARD RUBBER NTH STAINLESS STEEL STRAP AS MANUFACTURE BY CALDER CO. OR EQUAL (TWICAL 90111 MO VAL VUE SEWER DISTRICT MANHOLE INSTALLED OVER EXISTING LINE NOT TO SCALE MIR • 2' STA140ARDMH IIASE SECTION : 7 • INTEGRATED SOQCET 1111H 'Cr RING GASKET TO ACCOMODATE TYPE, AND SIZE OF SEWER PIPE (TM). PLAN PREFABRICATED CONCRETE CHANNEI- yam GLASS mien SUPPORTED purnc UNER. AS MANUFACTURED BY GU LINERS LTQ, oR APPROVED EQUAL , • ELEVATjON, PROMDE • ALL STUB FOR FUTURE CONNECTIONS . • • 1 1 ." • DETe.n. B MANHOLE BASE VAL VIE SEWER DISTRICT 'BRANCHING SEWERS NOT TO SCALE • • ,.. S • INCOMING SEIM LINE • SEWER PIPE r;. i. • Engineers: Hultz /BHU /Cross, Inc. 2407 North 31 Street Tacoma, Washington 98407 T (253) 383 -3257 / F (253) 383 -3283 PROJECT DOCUMENTS for TUKWILA ADMINISTRATIVE BUILDING for TUKWILA SCHOOL DISTRICT Tukwila, Washington ADDENDUM NO. 1 October 9, This Addendum is issued for the purpose of clarification and /or revision of the Project Manuals and the Drawings. All portions of the addenda including attachments are hereby made a part of the Bid Documents. ITEM I: ELECTRICAL SPECIFIACTIONS A. Section 16010 - Electrical General Requirements 1. Replace, page 6: Division 16, Schedule of Values per the following" "Division 16 Schedule of Values Division 16 Mobilization and Temporary Facilities Utility Company Charges Electrical Demolition Electrical Site Work Lighting Systems Rough -in (Conduit, Hand holes, Wire, Pole Bases - Material & Labor) Lighting Fixtures & Poles (Material & Labor) Power & Signal Rough -in (Conduit, Vaults, Wire - Material & Labor) Lighting Systems Fixtures & Lamps Material Fixtures & Lamps Labor Branch Circuit Rough -in (Conduit and Wire - Material & Labor) Devices and Trim (Material & Labor) Power Systems Distribution Equipment Material (Switchgear, Panels, Transformers, Starters, TVSS, Disconnects) Distribution Equipment Labor Feeder Rough -in (Distribution Conduit and Wire - Material & Labor) Branch Circuit Rough -in (Conduit and Wire for Devices- Material & Labor) Devices and Trim (Material & Labor) Equipment Circuit Rough -in (Conduit and Wire for Scheduled Equipment - Material & Labor) Equipment Connections (Material & Labor) Signal Systems a:+v:�a:ia.:+'LctrauLtdY'. Addendum No. 1 Tukwila Administrative Building Tukwila School District Page 2 Fire Alarm Rough -in (Conduit and Wire - Material & Labor) Fire Alarm Trim (Equipment, Devices, Testing - Material & Labor) Telecommunications Pathway (Material & Labor) Telecommunications Premises Wiring (Material & Labor) Audio /Visual System Rough -in (Conduit & Wire - Material & Labor) Audio /Visual System Trim (Equipment, Devices, Testing- Material & Labor) Intrusion Alarm Rough -in (Conduit & Cabling - Material & Labor) Intrusion Alarm Trim (Equipment, Devices, Testing - Material & Labor) Electrical Closeout (Punchlists, 0 & M Manuals, Record Drawings, Training)" 2. Delete, page 7. B. Section 16050 - Basic Materials & Methods 1. Page 1, paragraph 1.1, Section Includes: Delete, items H and J. 2. Page 1, paragraph 1.3, Submittals: Delete items "smoke detectors, and cable tray" 3. Page 1, paragraph 1.5, Spare Parts: Delete, sub - paragraph C. 4. Page 2, paragraph 2.6, Boxes: Delete, sub - paragraph H. 5. Page 6, paragraph 3.4, Conduit Installation: Delete, sub - paragraph G 6. Page 7, paragraph 3.8, Conductor Identification, Revise "208/120" to "120/240" and Delete, "Phase C- Blue" 7. Page 8, paragraph 3.11, Fire Rate Construction: Delete, sub - paragraph D 8. Page 10, Delete, paragraph 3.13. C. Section 16148 - Occupancy Sensors 1. Page 1, paragraph 2.2, Room Sensors: Delete, "to allow air temperature control (ATC) interfere with the occupancy sensor control system; a slave relay for this purpose" from sub - paragraph B. Delete, sub- paragraph C. 2. Page 2, paragraph 2.4, Materials, sub - paragraph B: Delete, "[UL type CL2P, NEC Class 2P, with Teflon jacket overall and listed for use in ducts, plenums, and other air handling spaces];" 3. Page 2, paragraph 3.1, Installation: Delete subparagraph E. D. Section 16420 - Electrical Service 1. Page 1, paragraph 3.1, Installation, Electric Service: Delete, sub - paragraph F E. Section 16450 - Grounding 1. Page 2: Delete, paragraph 3.2 TESTS. F. Section 16671 - AC Surge Suppression Below 600 Volts 1. Page 1, paragraph 1.1 Section Includes, sub - paragraph A: Revise, "Panel Mounted" to read "Remote Mounted ". 2. Page 1, paragraph 2.1 Pad Mounted TVSS, sub - paragraph A, item 1: Revise to read "Remote Mounted TVSS, Leviton 42000 series, United Power CPX3 series, Advanced Protection Technologies TE/1XP series." 3. Page 2, paragraph 3.1 Installation: Revise to read: Addendum No. 1 Tukwila Administrative Building Tukwila School District Page 3 A. Provide remote mounted TVSS device next (close nippled) to equipment enclosure near lugs or circuit breaker provided for the purpose. Wiring leads for remote device shall be as short and straight as possible, but in no case shall exceed 12 inches in length. B. Comply with manufacturer's recommendation for overcurrent protection. TVSS shall have internal fusing where connection to main lugs or bus provided. C. Provide additional equipment grounding terminal in panel for TVSS ground connection where required to comply with maximum lead length specified for remote mounted TVSS." G. Section 16720 — Intrusion Alarm System 1. Page 1, paragraph 1.3 System Description, sub - paragraph B: Revise, to read, "Provide motion detection in Lobby 101, Large Conference 100, Halls 103, 107, 120, Lunch 116. See Part 3 of this specification." 2. Page 2, paragraph 1.7 Qualification, Item 1: Delete, Sonitrol of Tacoma, Tacoma, WA. 3. Page 2, paragraph 2.2 Product, sub - paragraph B: Revise, to read: MOTION DETECTORS Dual technology type combination microwave /passive infrared dual element multiple beam 12 volt DC detector with LED monitor, adjustable sensitivity, adjustable area coverage, tamper switch, and self test. Provide range (long, medium, or short range), area patter coverage, and accessories required for the location, mounting, and application. LED monitor shall be capable of being blanked off." 4. Page 3, Revise, "PART 3 - EXECUTION" as follows: 3.1 PREPARATION A. Arrange with Owner's telephone system installer to provide two phone lines terminated at the coded transmitter with required telephone jacks. 3.2 INSTALLATION A. EQUIPMENT AND DEVICES 1. Install, adjust, and test per manufacturer's instructions. 2. Provide initial programming of alarm to make system operational. Variable and optional software features shall be programmed as directed by the Owner. Provide final programming using final names and room numbers; coordinate with Owner and make system adjustments requested. 3. Alarm system control, remote arm /disarm key station(s), and access control shall be located as indicated. Alarm initiating devices shall be installed and located as required to provide intrusion protection specified. 4. Install all detectors away from false alarm causing Addendum No. 1 Tukwila Administrative Building Tukwila School District Page 4 Exterior Doors conditions. Aim and adjust detectors to give proper operation and coverage. Z 5. Provide consultation with the Owner's representative to Q • determine initial system requirements. Provide initial :- Z programming and program testing to ensure system operation re 2 as Owner has directed. Modify program documentation as 6 = required to show final system setup. Include this U O documentation in O &M Manual. co 0 6. Provide programming of the digital communicator as required W I to report system alarm, trouble, arm, disarm, and restore w 0 signals to the Central Receiving Station. 2 }} g 7. Provide tamper alarm on each junction box and terminal u_ Q cabinet which shall be activated upon opening or removal of = d enclosure cover. F- _ Zi.- B. WIRING Z O W 1. Comply with requirements of Section 16050. U 0 2. Exposed wiring is not permitted. Install all system conductors O Y 0H in conduit. W = W 3. Install cable without splices. -O 3.3 DESIGN REQUIREMENTS .. Z Following is minimum intrusion protection and access control criteria for the U =. system design. System design requirements shall apply to the following: P A. Perimeter Protection - Magnetic Contacts: Provide contact devices in each door leaf of all exterior operable doors. • B. Interior Protection - Motion Detection 1. Trap Zones: Provide motion detection in corridors and common spaces, to include the following areas: Large Conference 100 Lobby 101 Hall 103 Ha1I107 Lunch 1 16 Ha11120 C. Time Delay: Provide time delay for setting of the system in the following rooms: Lobby 101 idi1: ;•f:.: st�A'' e: r;, u/ c;},.. t:vu..:.A.`i�i<:i::,i:MMwt71t. z Addendum No. 1 Tukwila Administrative Building Tukwila School District Page 5 D. Alarm Zoning: Provide alarm zoning as directed by Owner. Allow for separate zoning of perimeter and interior detection, up to 4 separate zones total. Z E. Access Control Locations: Provide access control at Lobby 101. H Z Include door contacts, programmable access control key pad. Q iii 6 3.4 TESTING 0 O u) 0 A. Test conductors for continuity prior to cover. w w J = I__ co u B. Test complete system including each detector, contact, and key pad 'Li 0 station and demonstrate satisfactory operation in presence of Owner 2 and his representatives. Furnish all equipment, two -way radios, etc., g 5 required for testing. LL- U = d 3.5 INSTRUCTION t— _ Z F- A. Demonstrate operation, maintenance and programming of system to Z O 0 Owner's personnel prior to Contract Closeout. Allow (one) four hour ►1J w session scheduled at convenience of Owner. U 0 CO B. Use operation and maintenance manuals as basis of instruction. 0 0 '— Review contents of manual with personnel in detail to explain all 2 uj aspects of operation and maintenance. I- - u. O C. Demonstrate operation, control, trouble shooting, maintenance, and iii Z U = 0 testing of system." H. Section 16724 — Addressable Fire Alarm System 1. Change, any term such as "Authority ", "Authority Having Jurisdiction ", "AHJ ", "Fire Marshal ", etc. shall refer to the City of Tukwila Fire Marshal. 2. Page 1, paragraph 1.5 System Parameters, Change, paragraph number to 1.4 and Revise, sub - paragraph A to read: "Design: Comply with requirements of the Uniform Fire Code, Uniform Building Code, and local fire alarm code as adopted and supplemented by authority having jurisdiction and applicable for the Building Occupancy, by Group and Division, indicated in the Construction Documents. Suggested location of the (FAC) Fire Alarm Control Panel is shown on the drawings. Location of door hold open devices shall be as specified in the door hardware section of the specifications. Final location of FAC as well as location for annuciator(s) and all other system devices shall be as approved by the City of Tukwila Fire Marshal's Office and Local Fire Department." 3. Page 2, paragraph 1.5 System Parameters, sub - paragraph C, Revise, to read: "Fire Protection Sprinkler System: Building is not sprinklered. Provide complete protection including all interstitial spaces greater than 6" in depth as required by Code and City of Tukwila Fire Marshal's Office." 4. Page 3, paragraph 1.5, sub - paragraph M, Add: "Final location of any device shall be field verified and coordinated with the City of Tukwila Fire Marshal's Office and other trades. Adjust location as needed of any device to allow for framing conditions and /or conflicts with equipment or devices of Z Addendum No. 1 Tukwila Administrative Building Tukwila School District Page 6 other trades. Locations of other trades take precedence over that of the fire alarm system unless otherwise required by Code or city of Tukwila Fire Marshal's Office. Allow additional 20% of devices (minimum of 2 devices of each type) in design for field additions, changes and coordination with layouts of other trades." Q • 5. Page 3, paragraph 1.6 System Monitoring, Change, paragraph number from 1.6 to 1.5. W 6. Page 3, paragraph 1.7 Submittals, Change, paragraph number from 1.7 to 1.6. QQ j 7. Page 3, paragraph 1.8 Operations and Maintenance Data, Change, paragraph U number from 1.8 to 1.7. rn 8. Page 3, paragraph 1.9 Qualifications, Change, paragraph number from 1.9 to 1.8. w w 9. Page 3, paragraph 2.1 Acceptable Manufacturers, sub - paragraph A, Revise, to read: - 1- "Edwards (EST) to match Owner's standards, No Substitution." 0 10. Page 7, paragraph 3.2 Installation, Delete, sub - paragraph J. w } 2 Q 1. Section 16741 — Telecommunications Premises Wiring LL 1. Page 3, 3.1 Installation, Add, sub - paragraph L as follows: N d "L. Voice /Date PDS shall have (two) voice /data jacks and station cable drops H w which homerun to MDF." Z F- 1— 0 Z I— w ITEM 2 — ELECTRICAL DRAWINGS U 0 A.. General � I— 1. Clarification dut to high ceiling spanning the building from north to south, the w • W contractor may provide home run conduits to electrical panels, control panels, etc. under building slab. u. 1— B. Drawing E001 — Legends and Notes Z 1. Electrical Legend: Revise, telecommunication outlet symbol to be 3/4" minimum U u conduit with (2) jacks and (2) cable drops back to MDF. F. • H 2. Lighting Fixture Schedule: Z a. Revise, type exit to be black housing with brushed aluminum face. b. Revise, type PR1. Delete the wording "4 1/2" DEEP ". c. Revise, type FW1 to delete reference to F40T12 under lamp column and to indicate 120V under volts column. d. Add, Kenall HEED series, Lumenton WSQ400 series and Luminaire SWP -1212 series as approved manufacturers for type CF32 e. Add, PMC, Precision Architectural Lighting TRP series and Alera ALS series with 20/80 distribution as approved manufacturers for type FC. r. Add, PMC, Precision Architectural Lighting TRP series with 20/80 distribution as approved by manufacturer for type FWC. g. Add, Columbia AD series as approved manufacturer for type FW1. h. Add, Daybright LP3 series, Lithonia Paramax PM3 series and Columbia P4 series as approved manufacturers for type PR1. i. Add, Omega OMB series, Liton LFH series and Pathway 7HF series (UL listed with 32W triple tube lamps as specified) as approved manufacturer for type UC. j. Add, Vista VST series as approved manufacturer for type UC. k. Add, McPhillben ER series, Dual -Lite Sempra series (with black housing and brushed aluminum face) as approved manufacturer for Exit fixture. I. Add, Daybright IF series as approved manufacturers for type F12. Addendum No. 1 Tukwila Administrative Building Tukwila School District Page 7 B. Drawing E301 - Floor Plan- Electrical 1. Add, security system key pad on north wall inside main door to Lobby 101. 2. Revise, home runs for outside units. All units are fed from a single homerun to MDP per one -line diagram. 3. Add, circuit to receptacle in Hall 103. Circuit to P/14. 4. Add, circuit to range hood in Lunch Room 1 16. Circuit to receptacle circuit P /10. 5. Revise, connection to insta -hot dispenser in Lunch Room 116. Provide GFI receptacle. Revise, circuit 4, provide dedicated circuit (P -41). Provide 10/1 breaker. 6. Add, power to circ pump and connection to aqua -stat. Provide circuit from Panel -P (P/31), toggle disconnect with motor starter. Provide 20/1 breaker in Panel -P. Verify with Mechanical Documents for exact sizing and locations 7. Add, neutral conductors in circuits feeding AHU units on Loft 201. 8. Revise, receptacle and telecommunications outlet locations to accommodate revised layout of visitor desk in Waiting 101 per Architectural Addendum. C. Drawing E501 - Details 1. Delete, reference to security alarm from power relay shown on Room Occupancy Sensor diagram. 2. REVISE, breakers in Panel -MDP feeding Panel -L to 225/2P and Panel -P to 225/2P. 3. Revise, Panel -MDP AIC rating to 42k. Provide fully rated UL listed or series rated system. D. Drawing E502 - Details 1. Revise, security one line to indicate "motion sensors" in lieu of "lighting occupancy sensors ". E. Drawing E601 - Schedules 1. Delete, lighting contactor. Provide only time clock and photocell control of exterior lighting circuit. Connect lighting to load side of time clock. 2. Revise, description for "AC" units to be "Air Condenser ". 3. Revise, description for "AHU" units to be "gas furnace ". 4. Revise, location for "AC" units to indicate "outdoor ". 5. Revise, disconnects for AHU units to be non fused type. 5. Revise, Panel -P AIC rating to 42k. Provide fully rated or series rated system. 6. Revise, Panel -L AIC rating to 42k. Provide fully rated or series rated system. BIDDERS SHALL NOTIFY ALL SUB - BIDDERS AND SHALL ACKNOWLEDGE RECEIPT OF THIS ADDENDUM ON COMPLETE AND SUBMITTED PROPOSAL END ADDENDUM NO. 1 LEWIS COUNTY PUD Dq L.,,`, 1 701 >'< D13 X1 1 - e" RINKING FOUNTAINS. ONE TO BE BARRIER FREE. WAITING /LOBBY - 0"X8' -0" RECESSED WALK -OFF MAT ► 101 ► D5 A701 O Q O +421 104 • r +42 A MA D.5 • J 6'X4' W.B. W/ PEN RAIL MECHANICAL LOFT ABOVE, SEE All /A200 LARGE CONFERENCE ►1001 qq8 SF (67 OCCUPANTS -2 EXITS) I 1 id 8 j' \f ► TA LE)IC�CH1 AIR OR IAGE J �J 1 1 1 106 MULTI - PURPOSE OFFICE SPACE I log ► A 2 00 0` 0 rn 0 - v Z C W 00 CO O J = I-- W g J cL. co = 0. f..W Z = F- 0 Z F- W • W U O - W W - Z ui U= O ~ z IEVATION SPANDREL GLASS 31 CEMENTITIOUS SHEATHING BOARD ::GC :sum: z ~ W J 0 UD W = - F- W O u_ Q I d Z � F- O Z F- LU 2 U � O - CI 1- W W L I O .. W U =, O ~ z MI OUTDOOR CONDENSING UNITS SEE MECHANICAL EXISTING CARPORT " CO.NC • �6v EXISTING CHAINLINK FENCE 5' MIN SIDE SETLf K _ _ NEW SE WE \SS— I ELECTRICAL E )VE SS la 4111 WM rill SS ETE SLAB 10/8/03 1!L!`.' .:l :�tt4: iYF i ' S A' +r w�:i 3 •' N'Ef, i�;5 .� Jet'+ G�XC i' 41 * 1 144.46c ' SS cn i OMB. SIM A /00 E5 RIGID INSULATION INFILL SEE STRUCTURAL FOR HEADERS w 00 z w z 0 DOOR PER SCHEDULE, AL SEE FLOOR PLANS 3" = 1 I' -I I /8" EXTERIOR I-111 DOOR HEAD 24 GA STEEL FLASHING UNDER BUILDING PAPER AND OVER 3 X 3 X 3/I6 STEEL ANGLE EXTEND STEEL ANGLE PAST OPENING 4" WEEP J ES IAI SEE WALL TYPES FOR CONSTRUCTION A13 1/2" L.7 Z w 00 E E ' s DOOR PER SCHEDULE, ALSO SEE FLOOR PLANS 3' c 11_QU 13 EXTERIOR I-IM DOOR JAMB I4 I5 O SEE WALL TYPES FOR CONSTRUCTION P.T. 2X4 BLOCKIN CAULKING �— SEALANT 16 ) I0/8/03 A FLUSH FLUSH W/ HALF PANEL FRAME TYPES Jq A A04I B B 2' -10" T SG T C C GLAZED ALUM - MEDIUM STYLE 2' -10" T C T D PROVIDE MINIBLINDS AT ALL RELIGHTS, GLAZING AT DOOR, AND EXTERIOR WINDOWS. T= TEMPERED OR SAFETY GLASS PER U.B.C. SECTION 24% i.f ••Ati'.Y •'�:.SY.LVLt k.ti ate +v�...w.v: .o-.itiA1.'.: KLEINFELDER Prepared for: Tukwila School District 4640 S. 144 Street Tukwila, Washington 98168 Prepared by: Frank D. Reinart, E.I.T. Staff Geotechnical Engineer 7 James M. Schmidt, P.E. Manager, Geotechnical Engineer Kleinfelder, Inc. 2405 - 140th Avenue NE Suite A101 Bellevue, WA 98005 Phone: (425) 562 -4200 Fax: (425) 562 -4201 January 29, 2003 FILE COPY nnnr nlInk Are Geotechnical Report Proposed Administration Building Tukwila School District Tukwila, Washington Kleinfelder Job Number: 25000 I EXPIRES 8/31/03 1 CITY Of TUSOILA APPROVED DEC - 2 2003 AS NOTE RECEIVED CITY OF TIIKWILA SEP 0 5 2003 PERMIT CENTER INCOMPLETE LT R# Copyright 2003 Kleinfelder, Inc. All Rights Reserved This document was prepared for use only by the dient, only for the purposes stated, and within a reasonable time from issuance. Non- commercial, educational and scientific use of this report by regulatory agencies is regarded as a "fair use" and not a violation of copyright. Regulatory agendes may make additional copies of this document for internal use. Copies may also be made available to the public as required by law. The reprint must acknowledge the copyright and indicate that permission to reprint has been received. "0005 25? .` v.:... ...:t,...�:t ?S;Sa��?'�.a:r fij&':: �5: 1riYu »atidillt•`.'M'•;t.�:;isi», M KLEINFELDER TABLE OF CONTENTS 1.0 INTRODUCTION 1 1.1 GENERAL 1 1.2 PROJECT DESCRIPTION 1 1.3 PURPOSE AND SCOPE OF SERVICES 1 2.0 SITE CONDITIONS 2 2.1 SURFACE 2 2.2 SUBSURFACE 2 2.3 GROUNDWATER 3 3.0 DISCUSSION AND CONCLUSIONS 3 3.1 GENERAL 3 3.2 DEMOLITION 4 3.3 EARTHWORK 4 3.4 FOUNDATIONS 4 3.5 SLAB -ON -GRADE FLOORS 5 3.6 SITE DRAINAGE 5 4.0 GEOTECHNICAL DESIGN RECOMMENDATIONS 6 4.1 GENERAL 6 4.2 SITE PREPARATION AND EARTHWORK 6 4.2.1 Demolition 6 4.2.2 Clearing and Stripping 6 4.2.3 Excavation 6 4.2.4 Slopes 7 4.3 Slope Protection 8 4.4 SEISMIC DESIGN CRITERIA 8 4.5 SPREAD FOOTING FOUNDATIONS 8 4.6 FLOORS 10 4.7 DRAINAGE 10 4.7.1 Short Term 10 4.7.2 Permanent 10 5.0 GEOTECHNICAL CONSTRUCTION RECOMMENDATIONS 11 5.1 GENERAL 11 5.1.1 Description 11 5.1.2 Standard Specifications 11 5.1.3 Reference Standards 11 5.1.4 Geotechnical Engineer 12 5.1.5 Geotechnical Report 12 5.1.6 Construction Site Safety 12 25000/SEA3 R016.doc Copyright 2003 Kleinfelder, Inc. Page i of ii M'9 KLEINFELDER 5.2 EARTHWORK 12 5.2.1 Materials 12 5.2.2 Terms 13 5.2.3 Quality Control 13 5.2.4 Seepage Control 14 5.2.5 Clearing and Stripping 14 5.2.6 General Excavation 14 5.2.7 .Structural Excavation 15 5.2.8 Structural Fill Construction 16 5.3 DRAINAGE 16 5.3.1 General 16 5.3.2 Concrete Slab -on -Grade Drainage 16 6.0 ADDITIONAL SERVICES 17 7.0 LIMITATIONS 17 FIGURES Figure 1: Figure 2: APPENDICES Vicinity Map Site Plan Appendix A: Field Exploration Appendix B: Application For Authorization to Use • 250001SEA3R016.doc Copyright 2003 Kleinfelder, Inc. Page ii of ii m KLEINFELDER 1.0 INTRODUCTION 1.1 GENERAL This report presents the results of Kleinfelder, Inc.'s (Kleinfelder's) geotechnical engineering Q study for the design and construction of the proposed administration building, to be located at f Z 4640 South 144 Street, in Tukwila, Washington. The location of the project site can be found in D Figure 1 — Vicinity Map. Our services for this study were performed in accordance with our v o November 25, 2002 proposal. w i J 1— 1.2 PROJECT DESCRIPTION w o 2 The proposed building site is located at the site of the existing Tukwila School District J administration building. The proposed building will consist of a new single -story, 7,500- to u) a ci 7,600 - square -foot structure. The building will be wood - framed, with board & batton siding and t- Y Zi— a concrete masonry veneer that may extend up to 7 feet in height. Roofing may be either metal O or composite. w w uj Dp 1.3 PURPOSE AND SCOPE OF SERVICES o DI-- The purpose of our study was to explore subsurface conditions at the site as a basis for providing = w recommendations for site preparation, design, ~ v p p gn, and construction of the proposed administration LL 0 building. Specifically, our scope of services included: iii Z Uco • Utility Clearance: We located existing utilities at the site prior to drilling activities through o H a combination of the Underground Service Alert and our own field observations. Z • Field Exploration: We explored the soil and groundwater conditions beneath the proposed developments with a series of three (3) exploratory borings, drilled with a track- mounted, limited access drill rig employing continuous -flight hollow -stem augers. Borings were advanced in accessible areas surrounding the existing administration building. The approximate locations of the borings are shown in Figure 2. A more detailed description of the field exploration procedures is provided in Appendix A. • Geotechnical Analysis: Engineering analyses were performed as a basis for recommendations regarding support of the proposed developments. Our design recommendations, presented in this geotechnical report, included the following: • Site preparation and grading, including evaluations of the suitability of on -site soils for use as fill, gradation criteria for imported fill soils, and placement and compaction criteria of on -site and imported soils. • Allowable soil bearing pressures, minimum width and depth requirements, coefficient of friction and passive pressure to resist sliding, and estimates of total and differential foundation settlement for shallow foundations. 25000 /SEA3R016.doc Copyright 2003 Kleinfelder, Inc. • tF +i..;.i;.iJi7..ilN: ?.;:.:.,�;, r.∎Ahl: »uu 4a1 .... -..w. ��✓I r4:. CRYUIKi (w4'�+N��h�.'ct'l.L`OYa.bi W r.Y1.i+u.w �....- ?vs ;!S c. Page 1 of 18 • At rest, passive, and active lateral earth pressures for native materials (including an estimate of coefficient of friction for the native soil). • Support of floor slabs (effective modulus of subgrade reaction), including subgrade preparation, underslab drainage, and moisture protection. • Temporary and permanent site drainage and erosion control measures. • Temporary and permanent slope inclinations and heights. • Seismic coefficients for the site. • Geotechnical Report: We prepared this report, presenting our findings, conclusions and recommendations. Section 2.0 describes site surface and subsurface conditions; Section 3.0 presents a geotechnical discussion and our conclusions regarding the project; and Sections 4.0 and 5.0 present our geotechnical recommendations for design and construction, respectively. 25000/SEA3R0 1 6.doc Copyright 2003 Kleinfelder, Inc. 2.0 SITE CONDITIONS lin KLEINFELDER 2.1 SURFACE The site is presently developed with a single -story CMU administrative building and a single - story portable building. A driveway, located west of the buildings provides access to the site. Parking for the existing facilities is located north of the buildings. The driveway and parking area are paved with asphaltic concrete pavement, and the buildings are surrounded with grass and landscaping. 2.2 SUBSURFACE Kleinfelder explored subsurface conditions at the site using three (3) exploratory borings (designated. B -1 through B -3). The borings were drilled with a track - mounted, limited- access drill rig equipped with continuous -flight hollow -stem augers. Borings were located in accessible areas surrounding the existing administration building. Based on the conditions encountered, we characterized the soils and developed the general stratigraphic profile described below. • Topsoil: Topsoil is encountered at the ground surface in all of the borings. This layer was 3 to 12 inches thick, and consisted of brown organic silt with roots and other organics. • Fill: Fill is encountered beneath the topsoil in all of the borings. This layer consists of light brown, soft to medium stiff silt or light brown, loose silty sand with gravel. • Glacial Till: Glacial Till is encountered directly beneath either the topsoil (13-3), or the fill (B -1 and B -2). The glacial till was encountered to the maximum depth explored in each boring. The upper 10 to 11 feet of glacial till is more weathered, and consists of yellow - brown to gray- brown, medium dense to dense silty sand with varying amounts of gravel. Page 2 of 18 Below 10 to 11 feet below ground surface (bgs), the layer consists of light gray - brown, very dense silty sand with gravel. More detailed descriptions of subsurface conditions encountered at individual exploration locations are presented on the exploratory boring logs, included in Appendix A, Field z Exploration. This Appendix section also includes a description of exploration and sampling z procedures. C JU 2.3 GROUNDWATER v co o Groundwater was not encountered in the borings to the maximum depth explored during drilling. LIJ The water table at this site will fluctuate seasonally, being highest during the wetter winter N 0 0 months and lower during the dry summer months. 2 J • j It should be noted that Kleinfelder did not install groundwater monitoring piezometers, nor did • d we perform a hydrogeologic evaluation at this site. Therefore, we do not know at what depth the Z high water level will be at this site. z o W U� 3.0 DISCUSSION AND CONCLUSIONS p N O I— W w 3.1 GENERAL F L Based on the results of our exploration and analysis, we present the following general z conclusions: o • The proposed building can be founded on shallow conventional spread footings that are founded on firm and unyielding native glacial till or imported structural fill founded directly on a firm and unyielding native subgrade. It should be noted that the on -site and native soil contains a considerable amount of silt, which is considered moisture sensitive. As such, the subgrade will degrade following rain or snow events. The contractor should take appropriate measures to protect the exposed subgrade prior to constructing the footings. • Excavations of the on -site topsoil, fill, and glacial till can be performed with conventional earthwork equipment. • The on -site fill is generally above the optimum moisture content, at least at the time of our geotechnical field exploration. It will be very difficult to dry out excavated soil that is above the optimum moisture content prior to placement as structural fill. • On -site fill and native glacial till are suitable for use as fill material, provided deleterious materials encountered can be screened out. Since these materials are moisture sensitive, they will be difficult to place and compact during rain events. • Slab -on -grade floors can be founded on either firm and unyielding on -site fill, firm and unyielding native glacial till, or structural fill that is founded directly on a firm and unyielding native subgrade. As with the footing subgrade, the contractor should take appropriate measures to protect the exposed subgrade prior to constructing the slab -on -grade floor. 25000 /SEA3R016.doc Copyright 2003 Kleinfelder, Inc. KLEINFELDER Page 3 of 18 Ott rris xtraE,rir:«.x s:f v7 z k9 KLEINFELDER The remainder of this section discusses the above, as well as other, aspects of the project. Design and construction recommendations are presented in Sections 4.0 and 5.0, respectively. 3.2 DEMOLITION Demolition at the site will include removal of the existing buildings, paved parking and drive areas, and other developments and debris found in the footprint of the proposed administration building. The demolition debris should be removed from the site, and properly disposed of. 3.3 EARTHWORK Earthwork will include topsoil stripping and site grading required to meet the design plans. Debris or boulders greater than 1 foot in dimension discovered beneath the proposed structures should be removed, and replaced with structural fill as appropriate. Following site excavation, the exposed subgrade should be proofrolled with a loaded dump truck or front -end loader, and/or hand- probed to identify soft areas that require over excavation. Detailed grading plans and planned finished floor elevations were not available to us at the time of this report. Based on observations of the existing site topography, cuts and fills of up to 1 to 3 feet may be required, but final cut and fill information will depend on the site grading plans developed for the site. Topsoil is not suitable for use as structural fill. The onsite fill and native glacial till are suitable for use as a structural fill, and may be used for general backfilling, grading, or landscaping purposes. It should be noted that these materials contain a considerable amount of silt, which is considered moisture sensitive. As such, the onsite soil will be difficult to place and compact when too wet (such as during, or immediately following, rain or snow events). The on -site fill is generally above the optimum moisture content, at least at the time of our geotechnical field exploration. It will be very difficult to dry out excavated soil that is above the optimum moisture content prior to placement as structural fill. Alternatively, an imported select fill material that meets the requirements described in Section 5.2 can be used as a structural fill. 3.4 FOUNDATIONS We judge a conventional shallow foundation system, such as conventional spread footings, will provide satisfactory support for the proposed building. Foundations should bear on firm and unyielding native glacial till, or structural fill founded directly on a firm and unyielding native subgrade. Deleterious materials should be removed from the base of footing excavations, and replaced with structural fill. Since the on -site material is moisture sensitive, the contractor 25000/SEA3R016.doc Copyright 2003 Kleinfelder, Inc. Page 4 of 18 should take appropriate measures to protect the exposed subgrade prior to constructing the footings. Provided fills are placed and compacted as described herein and foundations are constructed as described herein, we estimate total settlement will be less than 1 inch. Differential settlement should be less than %: of an inch over 50 feet. Specific design and construction recommendations are presented in Sections 4.0 and 5.0, respectively. 3.5 SLAB -ON -GRADE FLOORS A concrete slab -on -grade floor system is appropriate provided the floors are underlain by at least 4 inches of capillary break material that is, in turn, founded on either a firm and unyielding native subgrade or structural fill placed on a firm and unyielding native subgrade. Before placing structural fill, the subgrade should be proofrolled or hand probed to identify soft areas. As with the footing subgrade, the contractor should take appropriate measures to protect the exposed subgrade prior to constructing the slab -on -grade floor. 3.6 SITE DRAINAGE Both short- and long -term drainage control measures should be included in project design and construction. Stormwater from the site should be directed, under control, to a positive and permanent discharge system, such as a storm sewer. If an infiltration method of stormwater discharge is designed for the site, an infiltration test should be performed in the area (and at the bottom depth) of the proposed infiltration system. Over the short term, we believe site and construction drainage can be reasonably well controlled by careful excavation practices. Typically, these include, but are not limited to, shallow upgrade perimeter ditches or low earthen berms, and temporary sumps in excavations to collect seepage and prevent water from damaging exposed subgrades. Drains should be included at the bottom of all temporary slopes to collect surface water flow from the slope and prevent it from flowing onto exposed subgrades. All collected water should be directed under control to a positive and permanent discharge system. Over the long term, more permanent measures such as installation of footing and wall drains should be included. All permanent drains should be directed to a positive and permanent discharge point well away from the structure. Roof downspouts should not be connected to footing drains, but should be tightlined separately to discharge. This will avoid the potential for 25000 /SEA3R016.doc Copyright 2003 K.leinfelder, Inc. KLEINFELDER '1! Page 5of18 m KLEINFELDER roof debris to be washed into footing drains and possibly blocking them. This will also avoid overtaxing the footing drainage system. Cleanouts should be provided for footing drains and the downspout tightlines. Specific site drainage details are provided in Sections 4.0 and 5.0 of this report. ~ w 4.0 GEOTECHNICAL DESIGN RECOMMENDATIONS 0 U) o 4.1 • GENERAL w The following paragraphs present our geotechnical design recommendations for use by your w0 consultants on this project. For satisfactory and successful construction of this project, these 2 recommendations must be applied in their entirety and in conjunction with the construction u cn recommendations provided in Section 5.0. i W 4.2 SITE PREPARATION AND EARTHWORK z o 4.2.1 Demolition w w o Demolition at the site will include removal of the existing buildings, paved parking and drive v O— o areas, and other developments and debris found in the footprint of the proposed administration w w w building. The demolition debris should be removed from the site, and properly disposed of. t u'O 4.2.2 Clearing and Stripping v U) Topsoil should be cleared or stripped from areas beneath footings and slabs, and disposed of off o I site or used in landscaped areas. We estimate the depth of topsoil stripping will be between 3 and Z 12 inches, as encountered in our borings. 4.2.3 Excavation Footing Excavation: Footing excavations should be performed to firm and unyielding native glacial till. Upon reaching that target depth, or before placement of structural fill to establish foundation grade, the exposed soil should be proofrolled or hand - probed to identify soft or unstable areas. If soft areas are encountered at planned grade, they should be over excavated to a firm and unyielding subgrade. Excavations below the footing subgrade should extend beyond the footing a distance equal to the depth of the excavation below planned footing subgrade elevation. Slab -on -Grade Excavation: After the general building pad excavation has been completed to the planned slab subgrades, the subgrade beneath the slab -on -grade should be either proofrolled or 25000 /SEA3R016.doc Copyright 2003 Kleinfclder, Inc. Page 6 of 18 hand probed to identify soft or unstable areas. Soft soils encountered during proofrolling or hand probing should be overexcavated to a firm and unyielding subgrade. Structural Fill: Soil used to establish grade beneath structural elements, such as spread footings, floor slabs and pavement sections, should consist of on -site fill, native glacial till, or imported select fill as defined in Section 5.0. This structural fill should be compacted to the following minimum relative compaction based on the material's maximum dry density, as determined by the ASTM D1557 test method: As previously stated, the onsite soil may be difficult to place and compact when the moisture content of the soils exceeds the optimum moisture content, particularly during the wet fall, winter, and spring months. The on -site fill is generally above the optimum moisture content, at least at the time of our geotechnical field exploration. It will be very difficult to dry out any excavated soil that is above the optimum moisture content prior to placement as structural fill. Fill Placement and Compaction: Upon completion of stripping, general excavating, proofrolling/hand probing, and overexcavating, structural fill should be placed as described in Section 5.0 to achieve design elevations. Topsoil is not suitable for use as structural fill. On -site fill and native glacial till are suitable for use as structural fill material provided they can be properly moisture conditioned and compacted and that all deleterious material has been removed. The on -site soils will be very difficult to properly place and compact when the moisture content of the soils exceed the optimum moisture content, particularly during the fall, winter, and spring months. 4.2.4 Slopes Temporary Slopes (Maximum height of 10 feet) • Cut: Maximum 1:1 (horizontal:vertical) • Compacted Structural Fill: Maximum 1:1 Permanent Slopes (Maximum height of 10 feet) • Cut: Foundations and Floor Slabs: Pavement Structural Section: Pavement Structural Section: 25000/SEA3 ROI6.doc Copyright 2003 Kleinfelder, Inc. 95 Percent; 95 Percent (upper 2 feet); 90 Percent (below 2 feet). Maximum 2:1 II KLEINFELDER Page 7 of 18 • Compacted Structural Fill: Maximum 2:1 KLE'INFELDER 4.3 SLOPE PROTECTION Temporary slopes should be protected from the elements by covering with a protective membrane consisting of plastic sheeting or some other similar impermeable material. Sheeting sections should overlap by at least 12 inches and be tightly secured with sandbags, tires, staking, or other means to prevent wind from exposing the soils under the sheeting. Permanent slopes should be planted with a deep- rooted, rapid - growth vegetative cover as soon after completion of slope construction as possible. 4.4 SEISMIC DESIGN CRITERIA In accordance with Section 1636 of the 1997 Uniform Building Code, the following seismic design criteria should be used: Site Profile: Seismic Zone: Seismic Source Type: Seismic Coefficient, C Seismic Coefficient, C,,: Sd (stiff soil profile) 3; Z = 0.30 A 0.36 0.54 4.5 SPREAD FOOTING FOUNDATIONS We judge that a conventional shallow foundation system, such as spread footings, will provide satisfactory support for the proposed structure. The foundation should bear on firm and unyielding on -site fill, firm and yielding native glacial till, or on structural fill that is founded directly on a firm and unyielding native subgrade. Specific design recommendations are presented in the following section. Specific construction recommendations are presented in Section 5.0. • Foundation - Bearing Soil: Firm and unyielding native glacial till, Interior Footings: 25000 /S EA3 R0I 6.doc Copyright 2003 Klein felder, Inc. and/or structural fill • Minimum Footing Depth of Embedment Perimeter and Isolated Footings: 18 inches below the lowest adjacent final exterior grade 12 inches below top of floor slab Page 8 of 18 • Minimum Footing Lateral Dimension Spread Footings: 18 inches Continuous Footings: 12 inches • Footing Excavation Protection • Allowable Soil Bearing Pressure Foundations Bearing on native glacial till and structural fill: 3,000 psf • Settlement If footing excavations are opened during the winter season or periods of wet weather, it will be helpful to protect the subgrade until footings are poured. Footing excavation protection could consist of, but not be limited to, a lean concrete mud mat, gravel layer, or tent. Note: Allowable soil bearing pressures are for all dead and live loads and may be increased by one -third for temporary short-term wind and seismic loads. • Lateral Load Resistance Passive Resistance: Coefficient of Friction: Note: The passive resistance includes a safety factor of about 3 and is based on the assumption that all backfill around the foundation has been placed and compacted as recommended in Section 5.0. The upper foot of soil should be neglected in design computations unless protected by pavement or a slab -on- grade. The coefficient of friction includes a safety factor of 1.5. Total Settlement: less than 1 inch Differential Settlement: less than 1/2 an inch over 50 feet Time Rate: approximately 90 percent during construction • Modulus of Subgrade Reaction K 25000/SEA3R0 1 6.doc Copyright 2003 Kleinfelder, Inc. 250 pounds per cubic foot (pcf) equivalent fluid weight (EFW) 0.4 times dead load 250 kcf KLEINFELDER Page 9 of 18 �u. KLEINFELDER 4.6 FLOORS A concrete slab -on -grade floor system is appropriate provided the floors are underlain by firm and unyielding on -site fill, firm and unyielding native glacial till, or structural fill that is founded z directly on a firm and unyielding native subgrade. The subgrade should be proofrolled or hand W probed as described above prior to placing the capillary break or structural fill. We also recommend the following underslab drainage measures be included: v o co . Subgrade: Firm and unyielding on -site fill, firm and unyielding native glacial till, or ui z structural fill bearing directly on a firm and unyielding native subgrade. N I ; iii • Capillary Break Minimum of 4 inches of free - draining gravel containing less than 5 percent 2 fines (silt and clay -sized particles) based on the fraction passing the 3/4 -inch mesh sieve. • Vapor Barrier: In areas where moisture would be detrimental to equipment, floor coverings N or furnishings inside the building, a vapor barrier should be placed beneath the concrete floor = w slab. Reinforced plastic sheeting is satisfactory for this purpose. Z i • Protection Measures: A layer of sand, approximately 2 inches thick, may be placed over the 1— O plastic sheeting to protect it from damage, to act as an aid in curing of the concrete slab, and U.1 kij also to help prevent cement paste from bleeding down into the underlying capillary break. DO U 0— Specific construction recommendations are presented in Section 5.0. I:3 w I✓ 4.7 DRAINAGE " —' z 1- Both short- and long -term drainage control measures should be included in project design and v i construction. O 4.7.1 Short Term Over the short term, we believe site and construction drainage can be reasonably well controlled by careful excavation practices. Typically, these include, but are not limited to, shallow upgrade perimeter ditches or low earthen berms, and temporary sumps in excavations to collect seepage and prevent water from damaging exposed subgrades. Drains should be included at the bottom of all temporary slopes to collect surface water flow from the slope and prevent it from flowing onto exposed building subgrades. All collected water should be conveyed under control to a positive and permanent discharge system, such as a storm sewer. 4.7.2 Permanent Permanent measures such as the installation of footing drains should be included. All permanent drains should be conveyed to a positive and permanent discharge point well away from the 25000/SEA3 R0l6.doc Copyright 2003 Klcinfelder, Inc. Page 10 of 18 ..;:. �,,!!'•;; u; a' 4: k., iti:::'+ 6v.'i.l:ua;:i,'n,ei.auew��..... z structure. Roof downspouts should not be connected to footing drains, but should be tight lined separately to discharge. This will avoid the potential for roof debris to be washed into footing drains and possibly blocking them. This will also avoid overtaxing the footing drainage system. Clean -outs should be provided for footing drains and the downspout tight lines. Specific site drainage details are provided below. • Footing Excavation Drain: In event that groundwater seeps into footing excavations, it should be possible to remove it by gently sloping the base of excavation to one or more shallow sump pits and pumping the water from there to a positive, permanent discharge system. • Footing Drains: These drains should be installed after construction of the building footings and immediately before backfilling against building stem walls. • Surface Runoff. Interceptor ditches or trenches or low earthen berms should be installed along the upgrade perimeters of the site to prevent surface water runoff from precipitation or other sources from flowing over the face of excavated slopes or onto graded areas. We recommend that a surface interceptor ditch be placed every 25 feet (slope distance) on slopes exceeding 25 feet in height. • Downspout or Roof Drains: These should be installed once the building's roof is in place. They should discharge in tight line to a positive, permanent drain system. Under no circumstances connect these tight lines to the perimeter footing drains. 5.0 GEOTECHNICAL CONSTRUCTION RECOMMENDATIONS In KLEINFELDER 5.1 GENERAL 5.1.1 Description This section presents our recommendations for the geotechnical aspects of construction. Specifically, we cover earthwork and drainage. Our design criteria are based on these construction recommendations; therefore, these recommendations should be incorporated into the project specifications in their entirety. 5.1.2 Standard Specifications Where possible, we refer to the 2002 Edition of the State of Washington Standard Specifications for Road, Bridge, and Municipal Construction. 5.1.3 Reference Standards Reference Standards are referred to by agency or association initials and are from the latest editions of the following : ASTM - American Society for Testing and Materials: Annual Book of ASTM Standards 25000 /SEA3 R016.doc Copyright 2003 Kleinfelder, Inc. Page 11 of 18 ( I yk. .., r-a. ...... ..., • ID KLEINFELDER 5.1.4 Geotechnical Engineer We recommend you retain Kleinfelder as the geotechnical engineer during construction to observe and test the geotechnical aspects of the contractor's work. This will allow us to compare the actual conditions encountered with those expected by this investigation and to modify our recommendations, if necessary. We will be present at the site on a full -time basis to check that the contractor's work conforms to the geotechnical aspects of the plans and specifications. Our daily field reports and final report form an important record of construction. Observation and testing by the geotechnical engineer, however, should not in any way release the contractor from the responsibility of performing the work in such a manner as to provide a satisfactory job that meets the requirements of the project plans and specifications, or from meeting contractual obligations to the owner. 5.1.5 Geotechnical Report This report has been prepared for design purposes for the Tukwila School District and its design consultants for this project only. The entire report should be provided to contractors for their bidding or estimating, but not as a warranty of the subsurface conditions. We cannot be responsible for the interpretation by others of the information contained in this report. 5.1.6 Construction Site Safety Our scope of services did not include construction safety practices and this report is not intended to direct construction means, methods, techniques, sequences, or procedures, except as specifically described, and then only for consideration in design, not for construction guidance. The contractor should be made responsible for construction site safety and compliance with local, state, and federal requirements. 5.2 EARTHWORK Earthwork consists of clearing and stripping, excavating, placing and compacting fill, structural excavating and backfilling, and all subsidiary work necessary to complete the grading of the developed area to conform to the lines, grades, and slopes shown on the plans. 5.2.1 Materials Topsoil is not suitable for use as structural fill. On -site fill and native glacial till obtained at the project site during excavation (following demolition and topsoil stripping activities) are suitable for use as a structural fill beneath either footings or the slabs -on -grade floor, provided all debris and organics have been removed. These materials can also be used for general backfill and landscaping purposes. It should be noted that the on -site silty soils are moisture sensitive and will be very difficult to use as structural fill when the soils' moisture content exceeds the 25000 /SEA3R016.doc Copyright 2003 Kleinfelder, Inc. Page 12 of 18 optimum moisture content for that soil; such as during, and immediately following, rain or snow events. The on -site fill is generally above the optimum moisture content, at least at the time of our geotechnical field exploration. It will be very difficult to dry out any excavated soil that is above the optimum moisture content prior to placement as structural fill. Imported select fill material should consist of clean, free - draining sand and gravel containing less than 5 percent fines (silt - and clay -sized particles), based on the fraction passing the '/4 -inch sieve. The contractor should submit samples of each of the required earthwork materials to the geotechnical engineer for evaluation and approval prior to use. The samples should be submitted at least 4 days prior to their use and sufficiently in advance of the work to allow the contractor to identify alternative sources if the material proves unsatisfactory. 5.2.2 Terms Terms used in this section are defined as follows : I'q KLEINFELDER Percent Compaction is the required in -place dry density of the material, expressed as a percentage of the maximum dry density of the same material as determined in the laboratory by ASTM Standard D1557 (Modified Proctor). Optimum Moisture Content is the moisture content (percent by dry weight) corresponding to the maximum dry density of the same material as determined by ASTM Standard D1557. Moisture- Sensitive Soil is on -site soil containing more than 5 percent fines (silt- or clay -sized particles) based on the fraction passing the 3/4 -inch sieve. Structural Fill is fill material placed and compacted in areas that underlie structures or pavements. It should be compacted to the Percent Compaction specified in Section 4.2. 5.2.3 Quality Control The contractor should be made responsible for quality control of the earthwork. As the geotechnical engineer provided by the owner, we will observe and test the contractor's work for conformance with the geotechnical aspects of the plans and specifications. The contractor should be required to provide us with every reasonable facility for checking the workmanship for conformance. We will prepare a daily record of our observations and tests, which will be made available to the contractor and to the owner. You may wish to consider making the contractor responsible for retesting work if it fails to meet the requirements of the plans and specifications, and for the associated costs of such retesting. 25000/SEA3R016.doc Copyright 2003 Kleinfelder, Inc. Page 13 of 18 SsR z w re JU 000 N J (.0 w 0 J u.¢ cn = d 1 w z = I- o z l— w U O — O I— w • o w z U = 0 z The contractor should submit samples of each of the required earthwork materials to the geotechnical engineer for evaluation and approval prior to use. The samples should be submitted at least 4 days prior to their use and sufficiently in advance of the work to allow the contractor to identify alternative sources if the material proves unsatisfactory. 5.2.4 Seepage Control Runoff or groundwater seepage that would interfere with the contractor's work should be controlled during construction. Control may consist of temporary drainage ditches or subsurface drains. Installation of such measures should be the contractor's responsibility. 5.2.5 Clearing and Stripping The building area of the site should initially be cleared of all debris from the demolition and/or removal of the existing buildings, paved parking and drive areas, and other site developments and debris encountered on -site. These materials should not be reused; they should be removed from the site and disposed of properly. Additionally, topsoil must also be stripped from the areas of the new foundations and slab. 5.2.6 General Excavation General excavation consists of removing soil to sufficient depth to achieve design grades. The contractor should be responsible for excavating and disposing of or reusing excavated material. Detailed grading plans and planned finished floor elevations were not available to us at the time of this report. However, based on observations of the existing site topography, cuts and fills of 1 to 3 feet may be required, depending on the site grading plans. In general, the on -site soils can be excavated using standard earthmoving equipment. If earthwork operations are performed during periods of wet weather, the on -site native soils will deteriorate in the excavation process. Foundation bearing may also become disturbed, requiring repair. After design grade is reached, exposed soils should be proofrolled and/or hand probed to identify soft or unstable areas requiring additional excavation and replacement with structural fill. Proofrolling should be accomplished with a heavy, rubber -tired vehicle such as a loaded dump truck or a steel drum vibratory roller. Hand probing should be performed by our field engineering technician with a 'A- inch - diameter steel bar. These procedures help delineate soft or weak soils. Soft soils encountered during proofrolling and hand probing should be overexcavated and replaced with structural fill. All final surfaces exposed by the complete excavation should be finished true to line and grade and present a smooth, firm surface. 25000/SEA3R016.doc Copyright 2003 Kleinfelder, Inc. I9 KLEINFELDER Page 14 of 18 After a rainfall, construction equipment travel on the exposed site subgrade should be minimized until the soils have been allowed to dry sufficiently. Otherwise, traffic activity on the wetted subgrade will degrade the exposed materials and result in additional excavation of the disturbed materials. 5.2.7 Structural Excavation The work addressed in this section covers excavation and backfill for structural elements such as the proposed foundations. Excavation for footings should be performed after site preparation is completed and the necessary structural fill has been satisfactorily compacted in accordance with the specifications. Excavation of footings should be made so as to avoid disturbing or loosening adjacent soils. Footing excavations should extend into foundation - bearing material to the depth shown on the plans. Excavations should be kept free of water at all times and all loose material should be removed from excavations prior to placement of formwork, reinforcing steel, concrete, or backfill. The contractor should inform the geotechnical engineer after the footing excavations have been completed and before placement of reinforcing steel, formwork, or concrete. We will then observe foundation excavations and provide written confirmation that the footings bear on the expected foundation - bearing material. During wet weather, in areas where the exposed subgrade consists of moisture- sensitive soils (soils containing more than 5 percent fines based on the fraction passing the 3/4-inch sieve), the contractor should take measures to protect foundation excavations once the geotechnical engineer has approved them. These measures could include, but are not limited to, placing a layer of pea gravel, crushed rock, or lean concrete on the exposed subgrade, or covering the exposed subgrade with a plastic tent. If additional overexcavation is required because the subgrade was not protected, the cost of such additional work should be borne by the contractor. During dry weather, the contractor should take measures to protect the foundation excavations' exposed subgrade soils from drying out. These measures may include watering the subgrade as necessary. If the subgrade soils dry out and become loose, they should be moisture conditioned and recompacted to the percent compaction specified. After placing foundation concrete, backfilling with structural fill should be performed. 25000/SEA3R016.doc Copyright 2003 Kleinfelder, Inc. • ��......+.......�_ x::wYi6)..�k:N+1.1«?.:..ai.o N 1 it KLEINFELDER Page 15 of 18 5.2.8 Structural Fill Construction This section covers placement and compaction of earth materials to create structural fill. Soil used for structural fill should be moisture conditioned to within 3 percent of optimum moisture content, placed in level lifts not exceeding 8 inches in loose thickness, and compacted to the specified Percent Compaction (as defined in Section 5.2.2) to produce a firm and unyielding surface. If field density tests indicate the required Percent Compaction has not been obtained, or the surface is pumping and weaving under construction traffic, the fill material should be reconditioned as necessary and recompacted to the required Percent Compaction before placing any additional material. Fill slopes should be compacted by slope rolling and trimming, or should be overfilled and trimmed back to plan grade to expose a firm, smooth surface free of loose material. 5.3 DRAINAGE This section covers the placement of aggregate drainage materials and drain lines in the areas and to the lines and grades shown on the plans. 5.3.1 General The materials that we recommend be used for site drainage are as follows : • Capillary Break should consist of a minimum of 4 inches of free - draining gravel containing less than 5 percent fines (silt- and clay -size particles) based on the fraction passing the 3/4- inch sieve. • Free - draining Granular Material should consist of clean, free - draining gravel or crushed rock meeting the requirements of Section 9 -03.12 (2), "Gravel Backfill for Walls," in the Standard Specifications. • Drain Pipe should be a smooth- walled, rigid PVC or other rigid pipe conforming to the minimum sizes and dimensions shown on the plans. Corrugated plastic pipe should not be used because it has a tendency to crush and become blocked, and is often laid without a gradient. • Vapor Barrier should consist of an impermeable membrane of reinforced plastic or equivalent material. 5.3.2 Concrete Slab -on -Grade Drainage After structural backfill is satisfactorily compacted and subgrade preparation is completed, the capillary break should be placed in a manner to prevent segregation and should be compacted with appropriate vibratory equipment to provide a tight particle interlock. Any free water that has collected in the capillary break should be drained or removed by pumping before concrete is placed. 25000 /SEA3 R016.doc Copyright 2003 Kleinfelder, Inc. I KLEINFELDER Page 16 of 18 It KLEINFELDER The contractor should exercise care during installation of the vapor barrier to provide at least 12 inches of overlap between individual sheets. Care should also be exercised during construction to prevent puncturing or tearing the membrane. If such punctures or tears occur, the contractor should cover the affected area with an additional section of vapor barrier. z ce w 6.0 ADDITIONAL SERVICES 00 LLI The recommendations made in this report are based on the assumption that an adequate program of tests and observations will be made during construction to verify compliance with these w 0 recommendations. This tests and observations should include, but not necessarily be limited to, L g the following: • a • Observations and testing during site preparation, earthwork, and structural fill placement. Z • Observations of footing excavations. z o • Consultation as may be required during construction. w U � 0— We also recommend that project plans and specifications be reviewed by us to verify o w compatibility with our conclusions and recommendations. Information concerning the scope and ▪ v cost for these services can be obtained from our office. u ' z 7.0 LIMITATIONS Recommendations contained in this report are based on the field explorations and our understanding of the proposed project. The investigation was performed using a mutually agreed upon scope of services. It is our opinion that this study was a cost - effective method to explore the subject site and evaluate the potential geotechnical concerns. The soils data used in the preparation of this report were obtained from borings completed for this study. It is possible that variations in soil and groundwater conditions exist between the points explored. The nature and extent of these variations may not be evident until construction occurs. If soil or groundwater conditions are encountered at this site which are different from those described in this report, our firm should be immediately notified so that we may make any necessary revisions to our recommendations. In addition, if the scope of the proposed project, locations of facilities, or design building loads change from the descriptions given in this report, our firm should be notified. 25000/SEA3 R016.doc Copyright 2003 Kleinfelder, Inc. Page 17 of 18 z lall KLEINFELDER 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. This report has been prepared for use in evaluating the feasibility of development of the subject property by the Tukwila School District in accordance with the generally accepted standards of practice at the time the report was written. No warranty, express or implied, is made. This report may be used only by the Tukwila School District and its design consultants, and only for the purposes stated, within a reasonable time from its issuance. Land use, site conditions (both on- and off - site), or other factors including advances in man's understanding of applied science may change over time and could materially affect our findings. Therefore, this report should not be relied upon after 12 months from its issue. Kleinfelder should be notified if the project is delayed by more than 12 months from the date of this report so that a review of site conditions can be made, and recommendations revised if appropriate. It is the responsibility of the Tukwila School District to see that all parties to the project including the designer, contractor, subcontractors, etc., are made aware of this report in its entirety. The use of information contained in this report for bidding purposes should be done at the contractor's option and risk. Any party, other than the Tukwila School District, who wishes to use this report shall notify Kleinfelder of such intended use by executing the "Application for Authorization to Use" which is presented in Appendix B. Based on the intended use of the report, Kleinfelder may require that additional work be performed and that an updated report be issued. Non - compliance with any of these requirements by the Tukwila School District or anyone else will release Kleinfelder from all liability resulting from the use of this report by any unauthorized party. 25000 /SEA3R016.doc Copyright 2003 Kleinfelder, Inc. Page 18 of 18 Caoyript 019962001 MiaoiM Corp. ardor Rs opws.N 408 0 s 0 "w0. I0PJMnwm00s9 wmAn•ppoit O Capsrptt 2000 by OIORIVr Ots Tochnolow Inc. M tp* reserved. 0 2000 Nevipron TWIMOpas. M rights wssrvW. O Capyiprt 2000 byCaigosKdr 100anr.lrr9np Ora and Sysfrsi lid. q KLEINFEL DER PROJECT # 25000 January 2003 0mi 02 Vicinity Map Propsed Administration Building Tukwila School District Tukwila, Washington 0.4 0.6 FIGURE 1 ' . UTILITY EASEMENT 1 2 REC. N0. 7501150.217 WATER (WENT REC. 7308030568 284.0 'SHOWALTER MIDDLE 50100L' CONCRETE SIGN —10' S.0PES EASEMENT REC.0 NO. 3118304 10' SIDEMAN 9 UTILITY EASEMENT REC. N0. 9205130554 © — SEVER EASEMENI REC. N0. 5748009 .-GRASS- 11NL808 4P won: •• NOTE: THIS EASEMENT 15 APPARENTLY INTENDED TO COVER THE WATER VAULT 70 THE EAST OF THIS LOCATION. EASEMENT IS SHOWN PER DESCRIPTION. S5A1 RIMa282.09 IC -273.84 (CTR 8' OIAN) 1144.0071 Legend B- 1 Boring Number and Approximate Location Reference: Topographic Survey Map Produced by Bush, Roed & Hitchings, Inc., dated January, 2003. C8 TYPE 2 RW.277.93 (- 274.28 (18 C1/P -11) (.273.08 (18'CMP -E) FENCE 1.4' W. PROP UNE FENCE 1.2 W. 44 fROP UNE NW COR WALL 0 6' W. PROP UNE ,r r SSM11 RIM - 278.82 (.269.22 (ABAND -N) (- 269.12 (PLUG -SE) $W COR WALL 0.4' E. PROP INE ENO OF FENCE 0.3' C. PROP UNE ASPHALT 0.4' W. PROP UNE 80 • NLW I 'PVC-14) TR Er CHAN) 0 40 Approximate Scale: 1' = 40 U: Drafting/25000/BoringLncations KLEINFELDER Project 25000 Proposed Administration Billing Tukwila School District Tukwila, Washington January 2003 s7t Site Plan FIGURE 2 APPENDIX A FIELD EXPLORATION ACT!VITES GEOTECHNICAL DRILLING We explored subsurface conditions at the site on January 3, 2003, by advancing a total of three borings (designated B -1 through B -3) to depths ranging from 10 to 17 feet below the existing site grade at the approximate locations indicated on the attached Figure 2 — Site Plan. The borings were drilled using a track- mounted, limited access, Mobile B -61 drill rig with continuous -flight hollow -stem augers. The boring locations were measured in the field by taping from existing site features. The locations should only be considered accurate to the degree implied by the location method used. Elevations presented on the boring logs were obtained from the Topographic Survey Map, produced by Bush, Roed & Hitchings, Inc. and dated January, 2003. The borings were monitored by our geologist who laid out specific boring locations, examined and classified the materials encountered, obtained representative soil samples, and recorded pertinent information including soil sample depths, stratigraphy, soil engineering characteristics, and groundwater occurrence. Soil samples were collected at 5 -foot intervals using Standard Penetration Test (SPT) sampling techniques (ASTM D- 1586). The SPT consisted of driving a 1 3/8 -inch inside diameter, split spoon sampler a distance of 18 inches into the bottom of the borehole. The sampler was driven with a 140 -pound hammer falling 30 inches. The number of blows required to drive the sampler each of three 6 -inch increments was recorded on the boring logs. The number of blows required for the last 12 inches of penetration is called the standard penetration resistance (N- value). This value is an indicator of the relative density of granular soils or the consistency of fine- grained soils. Representative soil samples were obtained and were classified in accordance with ASTM Standard D 2488. All samples were sealed to limit moisture loss, labeled, and returned to our laboratory for further examination and testing. The boring logs are presented in this appendix. The stratification lines, shown on the individual logs, represent the approximate boundaries between soil types; actual transitions may be either more gradual or more severe. The conditions depicted are for the date and location indicated only, and it should not necessarily be expected that they are representative of conditions at other locations and times. 25000 /SEA3R016.doc Copyright 2003 Kleinfelder.com ..:..., .. »nr •ww. �+a. �aU.'tingal�:�;U1 ^.?' .K?h%?':t?�4'�'t!M,� �?R "Y.n.��'ic;'S ?7�;u'h K1 KLEINFELDER Page 1 of l MAJOR DIVISIONS SYMBOLS TYPICAL DESCRIPTIONS GRAPH LETTER COARSE GRAINED SOIL MORE THAN 50% OF MATERIAL IS THAN 200 I S EVE ZE O GRAVEL AND GRAVELLY SOILS MORE THAN 50X OF COARSE RETAINED NO. GRAVELS (tE OR NO FINES) i � ... • .. 4 �� � = �� • GW WELL- GRADED GRAVELS, GRAVEL - MIXTURES, OX TO 15% SAES )0 4 OO 0 O p p [ 109„0 0° GP POORLY- GRADED GRAVELS, GRAVEL - MIXTURES, 0% TO 15% FINES GRAVELS WITH FINES AMOUNT OF FINES) 0 �O y Op p Oc 0 0 n -p 01 GM SILTY GRAVELS, SILTY GRAVEL - SAND MIXTURES ;�,� , :AA ?, GC CLAYEY GRAVELS, CLAYEY GRAVEL- SAND MIXTURES SAND AND SANDY SOILS MORE THAN 50X OF COARSE FRACTION PASSING ON NO. 4 SIEVE CLEAN SANDS (U TILE OR NO FINES) SW DS. WELL-GRADED 015% FINES ... ... . . .. .... - SP POORLY - GRADED SANDS, GRAVELLY SAND, OX TO 15X FINES SANDS WITH FINES (APPRECIABLE AMOUNT OF FINES) . -... •' ','.'.' •• :••••• •• '.' -.• .• • :•: SM ' ' '. SILTY SANDS, SILTY SAND- GRAVEL MIXTURES ' -. •. SC CLAYEY SANDS, CLAYEY SAND - GRAVEL MIXTURES • FINE GRAINED SOIL MORE THAN 50% OF MATERIAL IS SMALLER THAN N0. 200 SIEVE SIZE SILTS UQUID UMIT AND LESS THAN 50 CLAYS M L INORGANIC SILTS AND VERY FINE CLAa FINE SAN OR I CLA OR SILTS WITH SUGHT PLASTICITY j / CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, A GRAVELLY CLAYS, LEAN CLAYS OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY . SILTS AND UQUID UMIT CLAYS GREATER THAN 50 M H INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SAND OR SILTY SOILS ,e/ CH INORGANIC. CLAYS OF HIGH PLASTICITY ' N OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY HIGHLY ORGANIC. SOILS PT PEAT, HUMUS, SWAMP SOILS WITH HIGH ORGANIC CONTENTS SOIL CLASSIFICATION CHART NOTE DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS KLEINFELDER Proposed Administration Building Tukwila School District Tukwila, Washington Project: 25000 January 2003 SOIL CLASSIFICATION LEGEND FIGURE A -1 S N it z z CONSTRUCTION F=3 A 0 10 15 16.4 DATE DRILLED: 1 -3 -03 LOGGED BY: S. Lewis REVIEWED BY: J. Schmidt PROJECT NUMBER: 25000 TESTING JGRAM LABORATORY a a (Art; o a ° a a. 1111 KLEINFELDER GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS SOILS AND MATERIALS TESTING U.S.C.S. SOIL DESCRIPTION Surface: landscaping SURFACE ELEVATION (feet): TOTAL DEPTH (feet): 16.4 DIAMETER OF BORING (in): 8" Boring completed to a depth of 16.4 feet below ground surface. Groundwater was not encountered during drilling. Boring was backfilled with a mixture of cuttings and bentonite chips. DRILLING METHOD: EISA DRILLER: Holt Drilling CASING SIZE: N/A Proposed Administration Building Tukwila School District Tukwila, Washington BORING LOG B -1 Appendix A -2 PAGE 1 of 1 0 C4 a ML '' 7 . `i Topsoil: dark brown, wet. SILT (ML): light brown, wet, soft, some gravel. (FILL) SM -':; :: SILTY SAND (SM): light gray- brown, moist, dense, fine- to medium - grained: - (GLACIAL TILL) _ 10 sl -1 18 - 24 - 14 50/6" X S1 -2 :: .',:; - grades to very dense, with gravel. 50/6" S1 -3 35 50/5" S N it z z CONSTRUCTION F=3 A 0 10 15 16.4 DATE DRILLED: 1 -3 -03 LOGGED BY: S. Lewis REVIEWED BY: J. Schmidt PROJECT NUMBER: 25000 TESTING JGRAM LABORATORY a a (Art; o a ° a a. 1111 KLEINFELDER GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS SOILS AND MATERIALS TESTING U.S.C.S. SOIL DESCRIPTION Surface: landscaping SURFACE ELEVATION (feet): TOTAL DEPTH (feet): 16.4 DIAMETER OF BORING (in): 8" Boring completed to a depth of 16.4 feet below ground surface. Groundwater was not encountered during drilling. Boring was backfilled with a mixture of cuttings and bentonite chips. DRILLING METHOD: EISA DRILLER: Holt Drilling CASING SIZE: N/A Proposed Administration Building Tukwila School District Tukwila, Washington BORING LOG B -1 Appendix A -2 PAGE 1 of 1 0 C4 a a. C, CONSTRUCTION 0 10 am' cal DATE DRILLED: 1 -3-03 LOGGED BY: S. Lewis REVIEWED BY: J. Schmidt 1 1 I KLEINFELDER GEOTECIINICAL AND ENVIRONMENTAL ENGINEERS SOILS AND MATERIALS TESTING PROJECT NUMBER: 25000 TESnNG ' 1GRAM LABORAT. . ft FIELD F 0 s A SURFACE ELEVATION (feet): TOTAL DEPTH (feet): 15.2 DIAMETER OF BORING (in): 8" U.S.C.S. O cn SOIL DESCRIPTION Surface: landscaping Boring completed to a depth of 15.2 feet below ground surface. Groundwater was not encountered during drilling. Boring was backfilled with a mixture of cuttings and bentonite chips. DRILLING METHOD: HSA DRILLER: Holt Drilling CASING SIZE: N/A Proposed Administration Building Tukwila School District Tukwila, Washington BORING LOG B -2 Appendix A -3 PAGE 1 of 1 0 a a 'PO X '(• %. ?ac -ti :� ry ,.....,.y :Rit!.=^crs_ •+r+n,�•..w,. -... Di v.'riknn;a7Y.':!�"dyn�xM�`{79` .�______ NOARD IN/OUT ML SM '" ': y ' - •`` Topsoil: dark brown, wet. SILT (ML): light brown, moist to wet, medium stiff, trace sand. (FILL) SILTY SAND WITH GRAVEL (SM): :: light yellow- brown, moist, dense. (GLACIAL TILL) 13 S2 -1 15 25 25 S2 - 2 • - grades to light gray- brown, very dense. 50/6" - ann" 'z c, a. C, CONSTRUCTION 0 10 am' cal DATE DRILLED: 1 -3-03 LOGGED BY: S. Lewis REVIEWED BY: J. Schmidt 1 1 I KLEINFELDER GEOTECIINICAL AND ENVIRONMENTAL ENGINEERS SOILS AND MATERIALS TESTING PROJECT NUMBER: 25000 TESnNG ' 1GRAM LABORAT. . ft FIELD F 0 s A SURFACE ELEVATION (feet): TOTAL DEPTH (feet): 15.2 DIAMETER OF BORING (in): 8" U.S.C.S. O cn SOIL DESCRIPTION Surface: landscaping Boring completed to a depth of 15.2 feet below ground surface. Groundwater was not encountered during drilling. Boring was backfilled with a mixture of cuttings and bentonite chips. DRILLING METHOD: HSA DRILLER: Holt Drilling CASING SIZE: N/A Proposed Administration Building Tukwila School District Tukwila, Washington BORING LOG B -2 Appendix A -3 PAGE 1 of 1 0 a a 'PO X '(• %. ?ac -ti :� ry ,.....,.y :Rit!.=^crs_ •+r+n,�•..w,. -... Di v.'riknn;a7Y.':!�"dyn�xM�`{79` .�______ NOARD IN/OUT • 0 0. Q it Z WELL/PIEZO z CONSTRUCTION W A 0 10 10.8 a H 3 DATE DRILLED: 1 -3 -03 LOGGED BY: S. Lewis REVIEWED BY: J. Schmidt TESTING ' ■GRAM LABORAT. .1( I FIELD a A SURFACE ELEVATION (feet): TOTAL DEPTH (feet): 10.8 DIAMETER OF BORING (in): 8" KLEINFELDER GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS SOILS AND MATERIALS TESTING PROJECT NUMBER: 25000 U.S.C.S. SOIL DESCRIPTION Surface: landscaping Boring completed to a depth of 10.8 feet below ground surface.. Groundwater was not encountered drilling. Boring was backfilled with a mixture of cuttings and bentonite chips. DRILLING METHOD: HSA DRILLER: Holt Drilling CASING SIZE: N/A Proposed Administration Building Tukwila School District Tukwila, Washington BORING LOG B -3 §fi Appendix A -4 PAGE 1 of 1 OTHER TESTS - , SM `' ;. •: ; Topssoil: dark brown wet. •:.• SILTY SAND WITH GRAVEL (SM): - • light brown, moist to wet, loose. (FILL) 8 S3 -1 SM SILTY SAND WITH GRAVEL (SM): - 12 :: light gray- brown, moist to wet, medium dense. 14 (GLACIAL TILL) 8 S3 - 2 - grades to dense. 14 25 32 S3 - 3 . - grades to very dense. 50/3 "� • 0 0. Q it Z WELL/PIEZO z CONSTRUCTION W A 0 10 10.8 a H 3 DATE DRILLED: 1 -3 -03 LOGGED BY: S. Lewis REVIEWED BY: J. Schmidt TESTING ' ■GRAM LABORAT. .1( I FIELD a A SURFACE ELEVATION (feet): TOTAL DEPTH (feet): 10.8 DIAMETER OF BORING (in): 8" KLEINFELDER GEOTECHNICAL AND ENVIRONMENTAL ENGINEERS SOILS AND MATERIALS TESTING PROJECT NUMBER: 25000 U.S.C.S. SOIL DESCRIPTION Surface: landscaping Boring completed to a depth of 10.8 feet below ground surface.. Groundwater was not encountered drilling. Boring was backfilled with a mixture of cuttings and bentonite chips. DRILLING METHOD: HSA DRILLER: Holt Drilling CASING SIZE: N/A Proposed Administration Building Tukwila School District Tukwila, Washington BORING LOG B -3 §fi Appendix A -4 PAGE 1 of 1 OTHER TESTS Proposed Administration Building Tukwila School District Tukwila, Washington Z KLEINFELDER PROJECT NUMBER 25000 re January 30, 2003 o 0 co o co ILI J = TO: Kleinfelder, Inc. cn 2405 - 140 Avenue Northeast, Suite A101 w Bellevue, Washington 98005 g u a I I w Z = 1- 0 Z w U � O 2 • 1- WW for the purpose(s) of: = 0 . [State here why you wish to do what is contemplated as set forth above] u_ 0 Z W U = H 1— Applicant understands and agrees that Kleinfelder, Inc. is the copyright owner of the above z identified report and that unauthorized use or copying of the above identified report is strictly prohibited without the express written permission of Kleinfelder, Inc. and Kleinfelder's client. Applicant understands that Kleinfelder, Inc. and/or Kleinfelder's client, may withhold such permission at its sole discretion, or grant such permission upon such terms and conditions as it deems acceptable. FROM: Applicant hereby applies for permission to: [State here the use(s) contemplated] Dated: 25000 /SEA3R016.doc Copyright 2003 Kleinfelder, Inc. APPLICATION FOR AUTHORIZATION TO USE Applicant by 111 KLEINFELDER Page I of 1 ��,;w, . ... ,kr s y; yea 401 STRUCTURAL CA FOR FILE COPY VERTICAL AND LAT ' ' • L ANALYSIS FOR TUKWILA SCHOOL DISTI NEo NEW ADMINISTRATION BtTHti A FOR BRYANT 2 1 2003 BJSS DUARTE BRY PROJECT NO. 23366PERMIT CENTER AUGUST 15, 2003 CALCULATIONS BY CHALESE D. SMARTT REVIEWED AND STAMPED BY MICHAEL SZRAMEK ITP211 t ► I - O. 'W . III -- - - - - - — MC SQUARED, INC. 1235 EAST 4" AVENUE, SUITE 101 OLYMPIA, WASHINGTON 98506 -4211 (360) 754 -9339 •FAX (360) 352 -2044 tei of . 00 0 4 pertoyto DEC - 2 2603 0 , j 1tu AUG 21 2003 RECEIVED CITY OF TUKWILA PERMIT CENTER Do3z5q MC SQUARED, INC. OLYMPIA, WASHINGTON 98506 (360) 754 -9339 FAX (360) 352 -2044 ; • c I r \/a 1 )_Clt1 ti __ l �t - �s«1 . c� yns , s \\ � 7 114\ 4 .0 \\. 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OLYMPIA, WASHINGTON 98506 (360) 754-9339 FAX (360) 352-2044 TLA.k..wi4 School fric4- J 14/eta 1c1mi Verei—+10r1 6.1.4ki el Date: 11 - By: CbtS Sheet. Page of XS z z w -J 0 0 0 cn 0 co w WI co a . ' uj 0 g 5 u. e Z 1.— I-0 Z 1— 1.1.1 w n 0 0 P- o III Li. L I 0 ; z Z5 ( I ) 0 1- z I . _ — aci.i , - ... , , 1 I- i IL , 1 L 1 I _...., _ • I_ i 1 . (-- I . i I — ---..• ) i % ; 1 , • ., r ._____ - I „____ . I , ‘■-• tateltleJA 0 rt) I L i. 1 ___V.1 . i____;,_ IA 1 q.P i 1 ' _ : I : 1\\ \ i . JAit e . 0 _tC.__ , ■ I i 1 V_S . L 4'5 1 '---- . : '. i • _L._ t ; • _ i , L._ , i i , ; ,__ . 1 ,, . . • ! 1 — - _________________ ___ \- R r , . I , , • 4. r , • Se..:Nsm\ c.. . I ! I ' , ! I ' ! • . . , • , , --- . . • ;._ 1 , I 1 , , • . ; ! - ' ', . . ; . . , ! . : , : , . : ; 1 • . : f i i I i 1 ' • i '. : , I i . i i O. ! ' , _i __ ..____.____; (2, ...! S . 1 ---- ■ 1 ; „ ' • . . . , ;, • 1 • i , . . 1 . 7 1 i 1 . - -ia. c, i t-1' -i a s (f0.10 (1.o) la _ • i _ 0 .1! , . . ; ; -::. 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B. .._ 14o_ , 1\ a $a { - - ? - -- : ' - • o lc. - . ! ! 1,,i- `6' ; A S! 3t, ' 1037 al' i - x_33 - o' kt_. ' I r t I • • SQL■ c.415 _... a. Cqt _ : 5 Q C.1> 'Tukwi Schebi 7.t'5fnc4 Job• Wax) lt:1mi sh on Date: "7/0 By GD S Sheet: Page ( of $5 la cg's •c. CbC e Vse, �_;lod • 1 • MC SQUARED, INC. OLYMPIA, WASHINGTON 98506 (360) 754-9339 FAX (360) 352-2044 Ott.A5 3fC.5 , _ • • ' • • I 3 r N1.3o-L-e-S ; ! I t - 4. 11K) 1 ' • 3 3 1 3 • • 11.2%. . ot • i , • 1 t> • 1 ,q1 1,2 I ; ; • 310s , .> 1-\ • 2 , 0 0 Li' 119! 3 I : • ', 3 • 3 „ 0 litt j I .,■■•■■■• ■■■ I ! . I ! 2 • 11 i r 3 • , , • • : . 3 , 3 ' • ' a4(2) ! - I - 1 1 • 3 , 3 • I 3 , t r L.H.P.t+.? t..11 1.1:_...,L____.‘‘ 5( ' i , . • ____ •...._:.............._•.._____........_..........•.• i : , 1 ' 93 ) .J•13_113.13 6 3:P5.:3___ I • • • k *k^ ' ' 313‘ 'I 6 14,0. i , 4 5 S ; , 0 11 K7 I .3c3. = c3\C 0 .1/-22 • 1 I L_ I 3 t- alto It? 19 la-t) 5e*Col D- 41414 - 4. -t - Job. VetAr- Aelnilnctynlort etWolln5 Date: 10 3 By: dS Sheet: , f • — 3 - ! 3 3 3 3 310% : 1 2 . Lk•16a 1 3 ' 3 • 1. 1 St' 1 10 :11 V a . • . . • Page_l_of 3 010 3 3 ; . . • • 4„,d t • • :1...1u.;;64...*:.1:;..L k':!.■,iii.t..41 bo' • ''' " . . . z a • • z re 2 6 —I c.) O 0 COO U) LUI —I CO u_ ui 0 2 u_ I a 11 Z I-0 Z 1— W uj 2 0 • 0 0 O ( . 2 tzt i— tu 1— r -3 IL — Z • (i) P O I— z Wall Level V Wall Available Total Wall v Wall Type Anchor Bolts # % ' 6 o.c. Uplift Wall Section Weight Down Net Uplift Total Uplift Required Hold Down n 11 oa 'Cr s S i 4 S 11 SS 1 1 4. 493 4 5 - -103 -- K 3 \ lei 07 ► U 1 -v$ ILS1 11 IS 2 4 lyn�rc c_ K z,et$a s 6' .V1 L IN 3 - 1/3 * 11140 - 3 S 0 1.b1 1o5 33s, MTTag6 1) 5 a4d )1t 14 3-t.4 5 3a 31 -s3 14 105 . outs M TrAf3 G sz, 3 9.5 t (,.5 I1? a 1 14 LA I ' 7ti b •5i-t tl,t7 'lops (.77 od H fZ 46a 4.154 1?, is {l.. a 5 1 94 1 Lt Ib' k t L a6 5% Iy . _ , I l `6I4a 7. ,1.5(a)t 17,1 5.15- 4-4.15 Ida 1 1 - 15 tvt, 5 . 15N -L% A-S gs ( 1 j rdr 3q i ? \ \5t - 1• , 3S - 1. 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Project: 83340.4, Z W 0 00 w = w w u _ = a I— III Z = 4--0 Z w 0 O N o ,- w w w z ui U 0 H O Z ry+ King stud check #2 DF 2x6 studs Wall Stud height= 8.5 Wind Pressure= 15.1 (Cq =1.3) Fb= 1140 Fv= 95 E= 1600000 Defl= 180 Incre 1.60 Trib Width Trib Area Cq reductn Cq Load Moment Section Inertia Area opening Actual (plf) (lb -in) (inA3) (iO4) (inA2) 1.0 14.2 0.01 1.19 23.0 2488.5 1.4 3.0 1.0 1.5 18.4 0.03 1.17 29.5 3196.4 1.8 3.8 1.2 2.0 22.7 0.04 1.16 35.9 3886.5 2.1 4.6 1.5 2.5 26.9 0.06 1.14 42.1 4558.7 2.5 5.4 1.8 3.0 31.2 0.07 1.13 48.1 5213.1 2.9 6.2 2.0 4.0 39.7 0.10 1.10 59.7 6468.5 3.5 7.7 2.5 4.5 43.9 0.11 1.09 65.2 7069.4 3.9 8.5 2.7 5.0 48.2 0.13 1.07 70.6 7652.4 4.2 9.1 3.0 6.0 56.7 0.16 1.04 80.9 8765.1 4.8 10.5 3.4 7.0 65.2 0.18 1.02 90.5 9806.4 5.4 11.7 3.8 8.0 73.7 0.21 0.99 99.4 10776.4 5.9 12.9 4.2 9.0 82.2 0.24 0.96 107.7 11675.1 6.4 14.0 4.5 10.0 90.7 0.27 0.93 115.4 12502.4 6.9 14.9_ 4.8 Properties for members 5 1/2 deep Properties for members 31/2 deep d= 5.5 1 1/2 3 4 1/2 6 S 7.56 15.13 22.69 30.25 20.80 41.59 62.39 83.19 A 8.25 16.50 24.75 33.00 d= 3.5 1 1/2 3 4 1/2 6 S 3.06 6.13 9.19 12.25 I 5.36 10.72 16.08 21.44 A 5.25 10.50 15.75 21.00 . 336b 9 A5 lv .L` n IMINOMMI=T 17 IMS Pre-- N, Tr 41--..sse- s 0¢1 + NOTICE: IF THE DOCUMENT THIS IS DUE TO THE THIS NOTICE IT QUALITY OF THE DOCUMENT. MC SQUARED, INC. OLYMPIA, WASHINGTON 98506 (360) 754 - 9339 FAX (360) 352 -2044 _ _ ' ..__. v } � I kA: -�_ _. e�o ao e ; L;' .Us,L It. 1- : e ms._- ..3s °_4.:.- - - - - -- -- 'or` 14 e- o- , - 5 so@,a : 1<:;,..c.:... _. .V5-6 u5 __ . _ .s _ __ -- _ -- er V Q Max ! RSIa'(,1.5-1-ci . (.a> ' . I000 Ib Vs?- ........5'_ _ 1M2 '7 _ (S Q Ta&w ilo•. Job. I \eu1 AO owl i s4 thon kLId,n 5 X3364, Date: 110 3 B GO S Sheet: Page of $S r 1h4 -_'> 6°4 d eP } b \ i i • (*‘• T 7'44 0 1 0 . Vherhaeuser Business TJ•Beem(TM) 6,08 serial Number: 003534 User. 2 07/17/2003 9:46:55 AM Page 1 Engine Version: 1.8.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED /1 Member Slope: 3112 Roof Slope3M2 All dimensions are horizontal. LOADS: Analysis is for a Joist Member. Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 15.0 Dead SUPPORTS: 1 Stud wall 2 Stud wall Input Width 3.50" 3.50' DESIGN CONTROLS: Bearing Length 3.50" 3.50" PROJECT INFORMATION: Tukwila admin building Roof Joist 4 7 1 $S 14" TJI® /Pro(TM) -120TS O 24" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN 3 18' Product Diagram is Conceptual. Vertical Reactions (Ibs) Detail Live/Dead/Uplift/Total 450/278/0 / 728 450/278/0/728 Maximum Design Control Shear (Ibs) 711 -705 1967 Vertical Reaction (Ibs) 711 711 1857 Moment (Ft -Lbs) 3127 3127 5029 Live Load Defl (in) 0.340 0.906 Total Load Defl (in) 0.550 1.208 End, TJI Blocking End, TJI Blocking Control Passed (36 %) Passed (38 %) Passed (62 %) Passed (L/640) Passed (U395) Other 1 Ply 14" TJI0/Pro(TM) -120TS 1 Ply 14" TJI®/Pro(TM) -120TS Location Rt. end Span 1 under Snow loading Bearing 2 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading - Deflection Criteria: STAN DARD(LL:U240,TL:U180). - Allowable moment was increased for repetitive member usage. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. - (Minimum cut length) = (Overall horizontal length) x 1.031 + 3 1/2" Copyright 0 2003 by True Joist, a Weyerhaeuser Business TJI® and TJ -Beam® are registered trademarks of True Joist. e -I Joiet",Pro- and TJ -ProO are trademarks of True Joist. OPERATOR INFORMATION: Chalese Smartt MC Squared, Inc. 1235 East 4th AVE Suite 101 Olympia, WA 98506 Phone : (360) 754 9339 Fax : (360) 352 2044 chalese @mc2- inc.com Z W J U U 00 LLI U _ H W W 0 gQ OD I � Z = H 0 Z W � j U rzt ON 0H WW I--, U L L - ~ O •Z W U = 0~ Z A TJ-Beam(TM) 6.06 Soft Num r. 7 User. 2 07/17/2003 9:47:32 AM Page 1 Engine Version: 1.8.44 Business 002003534 / Member Slope: 3t12 Roof Slope3l12 28' Product Diagram is Conceptual. All dimensions are horizontal. LOADS: Analysis is for a Joist Member. Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 15.0 Dead SUPPORTS; Input Width 1 Stud wall 3.50' 2 Stud wall 3.50" Shear (Ibs) Vertical Reaction (Ibs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) Bearing Length 3.50" 3.50' DESIGN CONTROLS: Maximum 744 744 5131 Roof Joist 14" TJI® /Pro(TM) -350 @ 16" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Vertical Reactions (Ibs) Detail Live/Dead/Uplift(Total 467 /289 / 0/755 467/289/0/755 Design Control -740 1967 744 1857 5131 7337 0.838 1.422 1.357 1.895 End, TJI Blocking End, TJI Blocking Control Passed (38 %) Passed (40 %) Passed (70 %) Passed (L/407) Passed (L/252) Other 1 Ply 14' TJI0/Pro(TM) -350 1 Ply 14" TJI ® /Pro(TM) -350 Location Rt. end Span 1 under Snow loading Bearing 2 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading El gs - Deflection Criteria: STANDARD(LL:U240,TL:U180). - Allowable moment was increased for repetitive member usage. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT' The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. - (Minimum cut length) = (Overall horizontal length) x 1.031 + 3 1/2" PROJECT INFORMATION: Tukwila admin building Copyright O 2003 by Trua Joist, a Weyerhaeuser Business TJI® and TJ -Beam are registered trademarks of Trus Joist. e -I Joist",Pro'" and TJ -Pro" are trademarks of Trus Joist. OPERATOR INFORMATION: Chalese Smartt MC Squared, Inc. 1235 East 4th AVE Suite 101 Olympia, WA 98506 Phone : (360) 754 9339 Fax : (360) 352 2044 chalese ®mc2- inc.com i1' 7Y1. i.. LSilAar4C .dL2AtJ+t:ijN+..ttii3. ;4ii:a7fi�tG i 3: 1 mi®; TJ•Bea m(TM) 8.08 003534 User. 2 07/28/2003 8:48:48 AM Page 1 Engine Version: 1.6.44 Roof Joist #1 14" TJI ® /Pro(TM) -350 CD 16" o/c wl p L e, rte, Aca-c- THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED A Member Slope: 3t12 Roof Slope3M2 AU dimensions are horizontal. LOADS: Analysis is for a Joist Member. Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Snow(1.15) 0 75 14' SUPPORTS: 1 Stud wall 2 Stud wall 0 Input Bearing Width Length 3.50" 3.50' 3.50' 3.50' DESIGN CONTROLS: Maximum 782 782 5648 Shear (Ibs) Vertical Reaction (Ibs) Moment (Ft -Lbs) Live Load Defi (in) Total Load Defl (in) PROJECT INFORMATION: Tukwila Admin Building Vertical Reactions (Ibs) Detail Live/Dead/Uplift/Total 467 /326/0/793 467 /326/0/793 Design Control -777 1967 782 1857 5648 7337 0.838 1.422 1.468 1.895 Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business TJI® and TJ -Beam are registered trademarks of True Joist. e -I Joist",Pro" and TJ -Pro" are trademarks of True Joist. 28' End, TJI Blocking End, TJI Blocking Control Passed (40 %) Passed (42 %) Passed (77 %) Passed (L/407) Passed (L/232) Other 1 Ply 14" TJI®/Pro(TM) -350 1 Ply 14" TJI ® /Pro(TM) -350 Location Rt. end Span 1 under Snow loading Bearing 2 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading OPERATOR INFORMATION: Chalese Smartt MC Squared, Inc. 1235 East 4th AVE Suite 101 Olympia, WA 98506 Phone : (360) 754 9339 Fax : (360) 352 2044 chalese ©mc2- inc.com Product Diagram is Conceptual. - Deflection Criteria: STANDARD(LL :L1240,TL :L/180). - Allowable moment was increased for repetitive member usage. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. - (Minimum cut length) = (Overall horizontal length) x 1.031 + 3 1/2" Algi:::1W TJ•Beam(TM) 8.08 serial Num003534 User. 2 07/17/2003 9:22:35 AM Page 1 Engine Version: 1.8.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED / Member Slope: 3112 Roof Slope3/12 0 0 AU dimensions are horizontal. LOADS: Analysis is for a Joist Member. Primary Load Group - Snow (psi): 25.0 Live at 115 % duration, 15.0 Dead SUPPORTS: 1 Stud wall 2 Stud wall Input Bearing Width Length 3.50" 3.50' 3.50' 3.50" DESIGN CONTROLS: Maximum 1116 1116 7696 Shear (lbs) Vertical Reaction (lbs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Def I (in) Vertical Reactions (lbs) Detail Live/Dead/Uplift /Total 700/433/0/1133 700/433/0/1133 Design Control -1109 2444 1116 2168 7696 11266 0.854 1.422 1.382 1.895 - Deflection Criteria: STANDARD(LL:U240,TL:U180). - Allowable moment was increased for repetitive member usage. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. - (Minimum cut length) = (Overall horizontal length) x 1.031 + 3 1/2" PROJECT INFORMATION: Tukwila admin building Copyright 0 2003 by True Joist, a Weyerhaeuser Business TJI® and TJ- Beame are registered trademarks of Trus Joist. e -I Joist'",Pro'" and TJ -Pro'" are trademarks of Trus Joist. Roof Joist @ Conference room 14" TJI ® /Pro(TM) -550 @ 24" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN 28' End, TJI Blocking 1 Ply 14' TJI6/Pro(TM) -550 End, TJI Blocking 1 Ply 14" TJI ® /Pro(TM) -550 Control Passed (45 %) Passed (51 %) Passed (68%) Passed (L/400) Passed (L/247) Other Product Diagram is Conceptual. Location Rt. end Span 1 under Snow loading Bearing 2 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading OPERATOR INFORMATION: Chalese Smartt MC Squared, Inc. 1235 East 4th AVE Suite 101 Olympia, WA 98506 Phone : (360) 754 9339 Fax : (360) 352 2044 chalese ®mc2- Inc.com i 0 Fl Z ~ W cc 00 to O UJ J = F- U) W W u_ < to I Z F- 0 Z W U O N O l— W F- H u- O W Z U- 0E- Z Tiwie TJ-Beam(TM) 8.08 Serial Numbe 7002 003534 User. 2 07/17/2003 9:23:27 AM Page 1 Engine Version: 1.8.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED / Member Slope: 312 Roof Slope3M2 All dimensions are horizontal. LOADSz Analysis is for a Joist Member. Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 15.0 Dead SUPPORTS: 1 Stud wall 2 Stud wall Shear (Ibs) Vertical Reaction (Ibs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Def I (in) 0 Input Bearing Width Length 3.50" 3.50" 3.50" 3.50" DESIGN CONTROLS: Maximum 995 995 6113 PROJECT INFORMATION: Tukwila admin building Roof Joist 14" TJI® /Pro(TM) -350 @ 24" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Vertical Reactions (Ibs) Live/Dead/UplifVTotal 625/387/0/1012 625/387/0/1012 Design Control -988 1967 995 1857 6113 7337 0.805 1.267 1.303 1.689 Copyright O 2003 by Trus Joist, a Weyerhaeuser Business TJI® and TJ -BeamB are registered trademarks of Trus Joist. e -I Joist °,Pro'" and TJ -Pro"' are trademarks of Trus Joist. 25' Detail Other Control Passed (50 %) Passed (54 %) Passed (83 %) Passed (L/378) Passed (L/233) Product Diagram is Conceptual. End, TJI Blocking 1 Ply 14" TJI ® /Pro(TM) -350 End, TJI Blocking 1 Ply 14" TJI ® /Pro(TM) -350 Location Rt. end Span 1 under Snow loading Bearing 2 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading - Deflection Criteria: STANDARD(LL:U240,TL:U180). - Allowable moment was increased for repetitive member usage. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. - (Minimum cut length) = (Overall horizontal length) x 1.031 + 3 1/2" OPERATOR INFORMATION: Chalese Smartt MC Squared, Inc. 1235 East 4th AVE Suite 101 Olympia, WA 98506 Phone : (360) 754 9339 Fax : (360) 352 2044 chalese @mc2 - inc.com MC SQUARED, INC. OLYMPIA, WASHINGTON 98506 (360) 754 -9339 FAX (360) 352 -2044 ' .^l ' ' L `l R,a dress ac.._ 5-�u� -=Lb - V ; _! D = L al.� o LUG 1 � , a -oY" ax1 t • ooh • wear,• .- DO, I4 : ° b.. U 5 _ 5 r(S• (.L.11, la "Aida e-hexd l s'#nd- Job: 01/444) /a*)a4,d f alibi t9uz/c11j Date: . 7 '4 3 B b_5 Sheet. Page / of $s __ VSe.. s x, ►s (act, 1. Load - 3.21 a. 0 as) 7 46 CI V" L • I r- 1 - i a Z re W 00 0 W I w 0 • • = a �...W Z = Z0 111 w U � O - CI H W W H H t O w z O ~ z MC SQUARED, INC. OLYMPIA, WASHINGTON 98506 (360) 754 -9339 FAX (360) 352 -2044 spcv; ..ka: e- �oll O . L.:D.S.'141.5 t f I L 1 ; I , 5 s.,9 _ q ' _� a �_4�} C1..s�d5_ �.__3.s � PLC.. l r i 4 1 D b .. x _ . 7 FL : 135...2., r.../ _._.. r t45,. 6 = I • b_y /9 _ , t 9 a s . __i__ _ 3 3 .. �. r i .usz- , i . . 1 DF Lx Id t ' i cU, C'C D eONI f 1 ' ' I I 1 1 1 1: a3 1` -O D - Ia 1 L.bc" .15 j 6bla 1.141 4154D5)'-_ 41°f _. - 1 k wit0. chad "Do rtct- Jobe Ow) Admuntah -a,hai &idol Date: Sheet. Page /g of 8' i o .1c . - I03 t � By: (-T>- •:, ><:.::xx:.wu.;r:�.: .•. -. , Description Roof Beam #5 Section Name 5.125x12.0 Beam Width 5.125 in Beam Depth 13.500 in Member Type GluLam Load Dur. Factor Beam End Fixity #1 DL ® Left DL ® Right #2 DL @ Left DL ® Right Summary Deflections Span= 23.00ft, Beam Width = 5.125in x Depth = 13.5in, Ends are Pin -Pin Max Stress Ratio 0 : 1 Maximum Moment 22.4 k -ft Allowable 34.9 k -ft Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,729.16 psi Fb 2,694.01 psi Center Span... Dead Load Deflection -0.413 in ...Location 11.868 ft ... Length/Defl 669.0 Camber ( using 1.5 • D.L. Den ) ... ® Center 0.619 in ® Left 0.000 in ® Right 0.000 in Bending Analysis Ck 20.711 Cv 0.979 • Center ® Left Support • Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 1.150 Pin -Pin #/ft LL ® Left 180.00 #/ft LL ® Right 180.00 #/ft LL © Left 180.00 #/ft LL 0 Right 22.43 k -ft -0.00 k -ft 0.00 k -ft 0.00 k -ft 34.95 fv 88.88 psi Fv 189.75 psi 4.118 ft 5.041 Max Moment 22.43 k -ft 0.00 k -ft 0.00 k -ft Left Support 3.83 k 20.175 in2 189.75 psi 2.57 k 4.63 k Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 Fb Base Allow Fv Allow Fc Allow E at 13.064 ft at 23.000 ft Total Load -1.100 in 11.868 ft 250.88 Sxx CI Reactions... Left DL Right DL 155.672 in3 0.997 Sxx Req'd 99.92 in3 0.00 in3 0.00 in3 @ Right Support 6.15 k 32.408 in2 189.75 psi Title : Tukwila Admin Building Job # 23366 Dsgnr: CDS Date: 9:47AM, 21 JUL 03 /9 /g Description : Scope : Rev :560100 User: KW- 0605122, Ver 5.6.1, 25 -Oct -2002 (c)1983 -2002 ENERCALC Engineering Software General Timber Beam Page 1 c: \my documents \miec talcs \tukwilaadmin \tukwi General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements #/ft 300.00 #/ft 300.00 #/ft 300.00 #/ft Bearing Length Req'd Bearing Length Req'd 23.00 ft ft ft 2,400.0 psi 165.0 psi 560.0 psi 1,800.0 ksi Trapezoidal Loads Left Cantilever... Deflection ... Length/Defl Right Cantilever... Deflection ...Length/Defl Lu Lu Lu Start Loc End Loc Start Loc End Loc Maximum Shear * 1.5 6.1 k Allowable 13.1 k Shear: @ Left 2.57 k @ Right 4.63 k Camber: © Left 0.000 in ® Center 0.6191n f� Right 0.000 in 0.96 k Max 2.57 k 1.74 k Max 4.63 k Dead Load 0.000 in 0.0 Stress Calcs Area 69.188 in2 Allowable fb 2,694.01 psi 2,702.98 psi 2,702.98 psi 0.896 in 1.613 in 0.000 in 0.0 2.00 ft 0.00 ft 0.00 ft 0.000 ft 16.000 ft 16.000 ft 23.000 ft Beam Design OK Total Load 0.000 in 0.0 0.000 in 0.0 yurtarsutAi eas Revs 560100 Users RW- 0605122, Ver 5.6.1, 25- Oct -2002 (c)1983 -2002 ENERCRLC Engineering Software General Timber Beam Page 2 cs \my document• \miac calca \tukwilaadmin \tukwi Description Roof Beam #5 [Cluery Values M, V, a D 0 Specified Locations e Center Span Location = ® Right Cant. Location = O Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Title : Tukwila Admin Building Dsgnr: CDS Description : Scope : Shear 2.57 k 0.00 k 0.00 k Job • 23366 Date: 9:47AM, 21 JUL03 /$S Deflection 0.0000 in 0.0000 in 0.0000 in ( Tdk oils hooi ' tshrtce MC SQUARED, INC. Job. ijoii) Alma s ra itor S u:aw cA.a366 OLYMPIA, WASHINGTON 98506 /t7 (360) 7549339 Date: 1 3 By. GDS L FAX (360) 352 -2044 11 ■ SN - as - o � la = LL 4 1 L DP -1• " 1 -- t 5 i \_ a b 3 43 41 a LIstas) o o1F r C Onj E1nll�clt L' ti Tr y S g x �3 • • k,. S i 1 a ((.6 ._1 • W� a2s�a;�ISSa�� - soo PlF —L 433, 4L 0.11. ..�,� - I DF 6x(e) _. . _!. Dr b.xia nn . *op) `6 " .. Q rya fi 3�1 a 0 Ib . 05e ` ‘r"1 50r1 H��vsl�lo ( 'C�� : S 1 ! Sheet: Page 07/ of gs 1 LsL .L...._..y__. L_ 373 As a c+z. Co�1cl fuK¢ rQd,�ciial cot 14 LSL '.v1',:�. ..Ls3:'Mw..w. a,' W. r.. �r; 4. v... z... r. x. An3:: eti,'' 1: ia:: SiL ',- .:z::�.:.�e4'ar,.:2aw:iu•. :� uy. �ai:°.�iira.:l.:wJ.a'.;s1i+� ) Title : Tukwila Admin Building Job #t 23366 Dsgnr: CDS Date: 10:14AM, 21 JUL 03 49761 Description : g5 Scope : Rev:560100 Users KW- 0605122, Ver 5.6.1, 25 -Oct -2002 (c)1963 -2002 ENERCALC Engineering Software General Timber Beam Page 1 c: \my documents \misc calcs \tukwilaadmin \tukwi Description Hip Beam #6 [General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements 11 Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 5.125x13.5 5.125 in 13.500 in GluLam 1.150 Pin -Pin Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 Fb Base Allow Fv Allow Fc Allow E 22.00 ft ft ft 2,400.0 psi 165.0 psi 560.0 psi 1,800.0 ksi Lu Lu Lu 2.00 ft 0.00 ft 0.00 ft [Trapezoidal Loads Summary Span= 22.00ft, Beam Width = 5.125in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment 24.03 Max. Negative Moment 0.00 Max ® Left Support 0.00 Max ® Right Support 0.00 Max. M allow 35.10 fb 1,852.10 psi fv Fb 2,705.97 psi Fv Deflections #1 DL ® Left DL ® Right #2 DL ® Left DL 0 Right Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 • ® Center CO Left kg Right Bending Analysis Ck 20.711 Cv 0.984 ® Center O Left Support • Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing ® Supports Max. Left Reaction Max. Right Reaction Dead Load -0.409 in 10.648 ft 645.9 D.L. Defl) ... 0.613 in 0.000 in 0.000 in Le Rb 120.00 #/ft #/ft 143.00 #/ft 30.00 #/ft 4.118 ft 5.041 Max Moment 24.03 k -ft 0.00 k -ft 0.00 k -ft ® Left Support 7.06 k 37.229 in2 189.75 psi 5.43 k 3.16 k LL ® Left LL ® Right LL ® Left LL ® Right Depth = 13.5in, Ends are Pin -Pin 0.684 : 1 24.0 k -ft 35.1 k -ft k -ft at 9.592 ft k -ft at 0.000 ft k -ft k -ft 102.10 psi 189.75 psi Reactions... Left DL Right DL 200.00 #/ft #/ft 238.00 #/ft 50.00 #/ft Sxx 155.672 in3 CI 0.997 Sxx Req'd 106.55 in3 0.00 in3 0.00 in3 ® Right Support 4.59 k 24.164 in2 189.75 psi Bearing Length Req'd Bearing Length Req'd Maximum Shear *1.5 Allowable Shear: 7.1 k 13.1 k ® Left 5.43 k ® Right 3.16 k Camber: ® Left 0.000 in ® Center 0.613 in ® Right 0.000 in 2.04 k 1.18 k Total Load Left Cantilever... -1.089 in Deflection 10.648 ft ... Length/Defl 242.33 Right Cantilever... Deflection ...Length/Defl Start Loc End Loc Start Loc End Loc Area 69.188 in2 Allowable fb 2,705.97 psi 2,715.02 psi 2,715.02 psi 1.893 in 1.100 In 0.000 ft 22.000 ft 0.000 ft 22.000 ft Beam Design OK Max 5.43 k Max 3.16 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 h`�SSL4Ii'jSXrJ��:::bA%i %.:(s: �i�Jti.:u2s•': .�: �." , Title : Tukwila Admin Building Job N 23366 Dsgnr: CDS Date: 10:14AM, 21 JUL 03 4.) 7$5 Description : Scope : Rev: 560100 User: KW- 0605122, Ver 5.6.1, 25 -Oct -2002 (c)1983 -2002 ENEKCALC Engineering Software General Timber Beam Page 2 c: \my documents \misc calca \tukwilaadmin \tukwi Description Hip Beam #6 Query Values r M, V, & D 0 Specified Locations ® Center Span Location = ® Right Cant. Location = O Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear 5.43 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in Rev:560100 User: KW- 0605122, Ver 5.6.1, 25 -Oct -2002 ` (01983 -2002 ENERCALC Engineering Software General Timber Beam Page 1 III c: \my documents \misc calcs \tukwilaadmin \tukwi Description General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements II Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Trapezoidal Loads #1 DL ® Left DL @ Right #2 DL (0 Left DL 0 Right Summary Maximum Moment Allowable Max, Positive Moment Max. Negative Moment Max ® Left Support Max ® Right Support Max. M allow fb 1,216.90 psi Fb 1,377.36 psi Deflections Bending Analysis Ck 27.615 Cf 1.000 • Center ® Left Support ® Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing 0 Supports Max. Left Reaction Max. Right Reaction Hip Beam #7 6x12 Span= 14.00ft, Beam Width = 5.500in x Depth = 11.5in, Ends are Pin -Pin Max Stress Ratio 0.884 : 1 Center Span... Dead Load Deflection -0.145 in ...Location 6.888 ft ...Length/Defl 1,155.9 Camber ( using 1.5 • D.L. Defi) ... ® Center 0.218 in ® Left 0.000 in ® Right 0.000 In Stress Calcs Le Rb 5.500 in 11.500 in Sawn 1.150 Pin -Pin 67.50 #/ft LL Left # /ft LL © Right 187.50 #/ft LL ® Left 120.00 #/ft LL ® Right 12.3 k -ft 13.9 k -ft 12.29 k -ft at 6.608 ft 0.00 k -ft at 0.000 ft 0.00 k -ft 0.00 k -ft 13.91 fv 77.89 psi Fv 97.75 psi 4.118 ft 4.335 Max Moment 12.29 k -ft 0.00 k -ft 0.00 k -ft ® Left Support 4.93 k 50.398 in2 97.75 psi 3.92 k 3.08 k Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No.1 Fb Base Allow Fv Allow Fc Allow E Total Load -0.388 in 6.888 ft 433.46 Title : Tukwila Admin Building Job # 23366 Dsgnr: CDS Date: 10:18AM, 21 JUL 03BS Description : .I Scope : Reactions... Left DL Right DL 112.50 #/ft #/ft 312.50 #/ft 200.00 #/ft Sxx 121.229 in3 CI 0.998 Sxx Req'd 107.11 in3 0.00 in3 0.00 in3 ® Right Support 4.15 k 42.410 in2 97.75 psi Left Cantilever... Deflection ... Length/Defl Right Cantilever... Deflection ...Length/Defl Bearing Length Req'd Bearing Length Req'd 14.00 ft Lu ft Lu ft Lu 1,200.0 psi 85.0 psi 625.0 psi 1,600.0 ksi Start Loc End Loc Start Loc End Loc Maximum Shear'' 1.5 4.9 k Allowable 6.2 k Shear: ® Left 3.92 k ® Right 3.08 k Camber: ® Left 0.000 in • Center 0.218 in • Right 0.000 in 1.47 k Max 3.92 k 1.15 k Max 3.08 k Deas Load 0.000 in 0.0 Area 63.250 in2 Allowable fb 1,377.36 psi 1,380.00 psi 1,380.00 psi 1.140 in 0.896 in 0.000 in 0.0 2.00 ft 0.00 ft 0,00 ft 0.000 ft 14.000 ft 0.000 ft 14.000 ft Beam Design OK Total Load 0.000 in 0.0 0.000 in 0.0 { z Yr, �d: j l; , �r, �i �s' 4,` ix` it' �h t�t.' J. C�% 1'' rt. xl�? k a4412. 1.' 9. g ,!,. z _ ~ W ce J U 00 OD o CO uf J H W a oo = a I_ Z 1.. I- O Z W U0 O 9 0 1- W W H UL 17: W Z U = 0 Z ; Description Hip Beam #7 PA, V, & D 0 Specified Locations ® Center Span Location = O Right Cant. Location = e Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Title : Tukwila Admin Building Description : Dsgnr: CDS Date: 10:18AM, 21 JUL 03 4 -/ /g5 Scope : Job # 23366 Rev :560100 User: RW- 0605122, Var 5.6.1, 25 -Oct -2002 (c)1903 -2002 ENERCALC Engineering Software General Timber Beam Page 2 c: \my documents \misc calcs \tukwilaadmin \tukwi Query Values r Shear 3.92 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in 4 0e Ti TJ•Beam(TM) 8.08 Serial Numbii02003534 User. 2 07734x2003 10:31:47 AM Page 1 Engine Version: 1.8.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED / Member Slope: 312 Roof Slope3M2 All dimensions are horizontal. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Tapered(plf) Snow(1.15) 200.0 To 312.5 120.0 To 187.5 0 To 14' Tapered(plf) Snow(1.15) 0.0 To 112.5 0.0 To 67.5 0 To 14' SUPPORTS: Beam #7 1 3/4" x 14" 1.7E TimberStrand® LSL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Input Bearing Vertical Reactions Ply Depth Nailing Detail Width Length (Ibs) Depth Live/Dead/Uplift/Total 1 Stud wall 5.50" 5.50' 2096 / 1353 / 0 / 3448 N/A N/A N/A L1 2 Timberstrand LSL 3.50" Hanger 2629 / 1683 / 0 / 4312 1 Beam HANGERS: Simpson Strong -Tie® Connectors Support Model Slope Skew 2 Face Mount Hanger HU14XD14 3/12 0 - Nailing for Support 2: Face: 28 -16d , Top N /A, Member: 8 -N10 - Hanger at high end requires use of LSTA 9 DESIGN CONTROLS: Maximum -4098 12441 Shear (Ibs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) PROJECT INFORMATION: Tukwila Admin Building I IV-J 0 14' • Design Control -3290 7513 12441 14043 0.422 0.689 0.693 0.919 Reverse Flanges No Control Passed (44 %) Passed (89 %) Passed (L/392) Passed (U239) Application Comment Adds To Adds To 14.43" N/A Face Nail Hanger Top Flange Offset N/A Copyright C 2003 by True Joist, a Weyerhaeuser Business TimberStrand® and TimberStrand® are registered trademarks of Trus Joist. Simpson Strong -Tie® Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. Location Rt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading Product Diagram is Conceptual. Top Flange Slope N/A Other OPERATOR INFORMATION: Chalese Smartt MC Squared, Inc. 1235 East 4th AVE Suite 101 Olympia, WA 98506 Phone : (360) 754 9339 Fax : (360) 352 2044 chalese@mc2- inc.com 1 Ply 1 3/4" x 14" 1.7E TimberStrand® LSL None Support Wood Species N/A - Deflection Criteria: STANDARD(LL:U240,TL:U180). - Bracing(Lu): All compression edges (top and bottom) must be braced at 1' 10" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Z lc I— W 6 J U 00 OD UU J W g Q OD :) I W Z = ZI- O-- CI W W H F u- O Z W U= O~ Z r'4■ Be am #7 Ti4v h� TJ•e•.m(TM) OM Social Maloof: 70 1 3/4" x 14" 1.7E TimberStrand® LSL Ow: 2 E Version: 1.0.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES; - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished In accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. - (Minimum cut length) = (Overall horizontal length) x 1.031 + 31/2' PROJECT INFORMATION: Tukwila Admin Building Copyright O 2003 by Trus Joist, a Weyerhaeuser Business TimberStrandm and TimberStrand® are registered trademarks of Trus Joist. Simpson Strong -Tiem Connectors is a registered trademark of Simpson Strong -Tie Company, Inc. OPERATOR INFORMATION: Chalese Smartt MC Squared, Inc. 1235 East 4th AVE Suite 101 Olympia, WA 98506 Phone : (360) 754 9339 Fax : (360) 352 2044 chalese@mc2-inc.com • L.J MC SQUARED, INC. OLYMPIA, WASHINGTON 98506 (360) 754-9339 FAX (360) 352 -2044 - { - 3 °I ao _ p -end_ _._... • s s x \ 6 � - :_71o 5 ± __ + ___1._ _.L • S "$ .X I _i .&c6 twkw(lA yahoos D-cs ria- Job• 11I&) Adrnmt9kr+a 'tam ku,(d1ry Date: 11 D3 By ( D5 Sheet. Page 4a of $s 1 w� HHvs4io 3 cr_.0 kaS. 0 �S 5 a _et, _. _. a _ 4, . 4. 5 -,31s :1?Q,eh ..._1 S .. S a c.cal .16 6 3 rIP or Description Beam #8 Section Name 5.125x12.0 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 5.125 in 12.000 in GluLam 1.150 Pin -Pin Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 Title : Tukwila Admin Building Dsgnr: CDS Description : Scope : Rev:560100 User: KW- 0605122, Var 5.6.1, 25- Oct -2002 (c)1983 -2002 ENERCALC Engineering Software General Timber Beam Page 1 c: \my documents \mist calca \tukwilaadmin \tukw1 Fb Base Allow 2,400.0 psi Fv Allow 165.0 psi Fc Allow 560.0 psi E 1,800.0 ksi 28.00 ft Lu ft Lu ft Lu Job # 23366 Date: 2:22PM, 21 JUL 03 7 e . General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements 2.00 ft 0.00 ft 0.00 ft l Full Length Uniform Loads Center Left Cantilever Right Cantilever P oint Loads Dead Load Live Load ...distance Summary Deflections 3,920.0 lbs lbs 2.000 ft Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 * D. Center ® Left ® Right DL DL DL lbs lbs 0.000 ft Span= 28.00ft, Beam Width = 5.125in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max © Left Support Max 4 Right Support Max. M allow fb 1,195.12 psi Fb 2,673.94 psi Dead Load -0.816 in 12.768 ft 411.7 L.Defl) 1.224 in 0.000 in 0.000 in 30.00 #/ft #/ft #/ft Depth = 12.in, Ends are Pin -Pin 0.603 : 1 12.2 k -ft 27.4 k -ft at 10.528 ft at 0.000 ft 12.25 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 27.41 fv 114.35 psi Fv 189.75 psi lbs lbs 0.000 ft Total Load -1.334 in 13.216 ft 251.96 LL LL LL Reactions... Left DL Right DL lbs lbs 0.000 ft 50.00 #/ft # /ft #/ft Maximum Shear * 1.5 Allowable Shear: ® Right 1.40 k Camber: @ Left 0.000 in • Center 1.224 in ® Right 0.000 in 4.06 k 0.70 k Left Cantilever... Deflection ... Length/Defl Right Cantilever... Deflection ... Length/Defl lbs lbs 0.000 ft 7.0 k 11.7 k @ Left 4.76 k Max 4.76 k Max 1.40 k Dead Load 0.000 in 0.0 0.000 in 0.0 lbs lbs 0.000 ft lbs lbs 0.000 ft Beam Design OK Total Load 0.000 in 0.0 0.000 in 0.0 '1 Lk Rev:560100 User: KW- 0605122, Ver 5.6.1, 25 -Oct -2002 (c)1983 -2002 ENERCALC Engineering Software General Timber Beam Page 2 II c: \my documents \misc talcs \tukwileadmin \tukwi Description Beam #8 [Stress Caics Bending Analysis Ck 20.711 Cv 0.972 @ Center e Left Support O Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing 0 Supports Max. Left Reaction Max. Right Reaction Le Rb M, V, & D 0 Specified Locations O Center Span Location = O Right Cant. Location = @ Left Cant. Location = 4.118 ft 4.753 Max Moment 12.25 k -ft 0.00 k -ft 0.00 k -ft ® Left Support 7.03 k 37.062 in2 189.75 psi 4.76 k 1.40 k 0.00 ft 0.00 ft 0.00 ft Title : Tukwila Admin Building Dagnr: CDS Description : Scope : Sxx 123.000 in3 Area CI 0.997 Sxx Req'd 54.98 in3 0.00 in3 0.00 in3 Right Support 1.99 k 10.501 in2 189.75 psi Bearing Length Req'd Bearing Length Req'd L Query Values Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft 61.500 in2 Allowable fb 2,673.94 psi 2,681.73 psi 2,681.73 psi 1.659 in 0.488 in Shear 4.76 k 0.00 k 0.00 k Job • 23366 Date: 2 :22PM, 21 JUL 03 Ay Deflection 0.0000 in 0.0000 in 0.0000 in �iJL:::i:.::..., :rx "r."a'..1'd:i.�.rti.1. '.vn +"y:,1✓i:a7.J. i rrhae awe TJ•Beam(TM) 6.06 Serial Number. 7002003534 User: 2 07/21/2003 2:28:27 PM Page 1 Engine Version: 1.6.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED / Member Slope: 3M2 Roof Slope3M2 SUPPORTS 1 Stud wall 2 Stud wall Shear (Ibs) Vertical Reaction (Ibs) Moment (Ft -Lbs) Live Load Dell (in) Total Load Defl (in) 4 iJ ri 28' All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type (2) Point(Ibs) Snow(1.15) 2450 1470 2' DESIGN CONTROLS PROJECT INFORMATION: Tukwila Admin Building Class Live Dead Location Application - (2) Web stiffeners are required at Point Load. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. Input Width 3.50" 3.50' Bearing Length 3.50" 3.50" Vertical Reactions (Ibs) Detail Live/Dead/Uplift /Total 2991 / 1807 / 0 / 4798 859 /528/0 / 1388 -Web stiffeners are required at support(s): 1. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. Maximum 4781 4781 11608 Design 4775 4781 11608 0.840 1.354 Control 4888 4888 18311 1.422 1.895 - Deflection Criteria: STANDARD(LL1/240,TL:U180). - Allowable moment was increased for repetitive member usage. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Copyright 0 2003 by Trua Joist, a Weyerhaeuser Business TJI® and TJ-Beam0 are registered trademarks of True Joist. e -I Joist",Pro'" and TJ -Pro'" are trademarks of True Joist. Beam # 14" TJI®/L65, 2 plies ® 24" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN End, TJI Blocking 1 Ply 14" TJI0165 End, TJI Blocking 1 Ply 14" TJI®/L65 Control Passed (98 %) Passed (98 %) Passed (63 %) Passed (L/406) Passed (L/252) Comment Other Location Lt. end Span 1 under Snow loading Bearing 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading OPERATOR INFORMATION: Chalese Smartt MC Squared, Inc. 1235 East 4th AVE Suite 101 Olympia, WA 98506 Phone : (360) 754 9339 Fax : (360) 352 2044 chalese ®mc2- inc.com • Tit#4041: , TJ-Beam(TM) 8.08 Serial Number: 7002003534 User: 2 07/21/2003 2:31:22 PM Page 1 Engine Version: 1.8,44 CONTROLS FOR THE APPLICATION AND LOADS LISTED / Member Slope: 3t12 Roof Slope3/12 SUPPORTS: 1 Stud wall 2 Stud wall 4 0 All dimensions are horizontal. LOADS: Analysis is for a Joist Member. Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Snow(1.15) 2450 1470 2' Shear (Ibs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) Input Bearing Width Length 3.50' 3.50' 3.50" 3.50" DESIGN CONTROLS: Maximum 4781 11608 PROJECT INFQRMATION: Tukwila Admin Building Design 4683 11608 0.725 1.169 Control 10707 29013 1.422 1.895 Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. Beam #i 1 3/4" x 14" 1.9E Microllam® LVL, 2 plies @ 24" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Vertical Reactions (Ibs) Detail Live/Dead/Uplift/Total 2991 / 1807 / 0 / 4798 859/ 528 /0/ 1388 Control Passed (44 %) Passed (40 %) Passed (L/470) Passed (L/292) 28' End, TJI Blocking End, TJI Blocking Other 1 Ply 1 3/4' x 14" 1.9E Microllame LVL 1 Ply 1 3/4' x 14" 1,9E Microllamm LVL Location Lt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading a Product Diagram is Conceptual. 43364 .5Rig 5 - Deflection Criteria: STANDARD(LL:L/240,TL:L/180). - Allowable moment was increased for repetitive member usage. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. -Note: See TJ SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection. - (Minimum cut length) = (Overall horizontal length) x 1.031 + 3 1/2" OPERATOR INFORMATION; Chalese Smartt MC Squared, Inc. 1235 East 4th AVE Suite 101 Olympia, WA 98506 Phone : (360) 754 9339 Fax : (360) 352 2044 chalese @mc2- Inc.com T ie "i 644 1: TJ-Beam(TM) 8.08 Serial Number: 2003534 User: 2 07/21/2003 2:33:01 PM Page 1 Engine Version: 1.8.44 CONTROLS FOR THE APPLICATION AND LOADS LISTED ,/ Member Slope: 3/12 Roof Slope3M2 SUPPORTS: 1 Stud wall 2 Stud wall 4 0 0 All dimensions are horizontal. LOADS: Analysis is for a Joist Member. Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 15.0 Dead Vertical Loads: Type Class Point(Ibs) Snow(1.15) DESIGN CONTROLS; Maximum 4781 11608 Shear (Ibs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) Input Bearing Width Length 3.50" 3.50" 3.50" 3.50" PROJECT INFORMATION: Tukwila Admin Building Beam #$ QJ 3 1/2" x 14" 1.7E TimberStrand® LSL @ 24" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Live Dead Location Application Comment 2450 1470 2' Vertical Reactions (Ibs) Detail Other Live/Dead/Uplift/Total 2991 / 1807 / 0 / 4798 859 /528/0 / 1388 Design 4683 11608 0.811 1.306 Control 15027 29210 1.422 1.895 Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business TimberStrande is a registered trademark of True Joist. Control Passed (31%) Passed (40 %) Passed (11421) Passed (11261) 28' Product Diagram is Conceptual. End, TJI Blocking 1 Ply 1 1/4" x 14" 1.3E TimberStrand® LSL End, TJI Blocking 1 Ply 1 1/4" x 14" 1.3E TimberStrand® LSL Location Lt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading - Deflection Criteria: STANDARD(LL:U240,TL:U180). - Allowable moment was increased for repetitive member usage. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. - (Minimum cut length) = (Overall horizontal length) x 1.031 + 3 1/2" OPERATOR INFORMATION: Chalese Smartt MC Squared, Inc. 1235 East 4th AVE Suite 101 Olympia, WA 98506 Phone : (360) 754 9339 Fax : (360) 352 2044 chalese@mc2-inc.com 0 5 0 4 001 Job. ?Jew" Adnuril sfra.haryi )3E061)05 (360) 754.9339 Date: 10 3 By FAX (360) 352-2044 MC SQUARED, INC. OLYMPIA, WASHINGTON 98506 , I ' 1 - Vc . 13,a z 3 ;: •a. L • 4 : . - 1A , P 14)eZ • Sheet: Page _ /' of 8S 1 .- —.1..— 1 .. _i__ i , . 1 ; r . ; ' . [ , , , • ' Se AAl_g___Lb' -0 i ' ; 6 •,14.1.2i Lb F -. 1.1s' I - ! , • 1 1 1 ± , , , ,. , . ; .-1 1 , L__: , . r , --, ---t- 1 , ...__!____L_. 4.)_.(1.5+,?,.. p \q • i ; ' : . 1 , _.i..._i_ 1.7:c.-ai.1);...iL7__I....:_.1140 :,) • ' _ , I ; • : i , , , -- , , . 4 I ..............-.................-..-...................-..- _■..........-....-.* 1 I 5 . 1 , • -- ' , . , • 1____.._ , : i 3 \ . 1 , • ; _. . ___....• , 1 • ., i : , . . , i IT -- —, 21" ; , : t-• ! . • : 1 f ---- 1-- , ; --; \ • . 9 t i , . , i.. '. : : i . • _ .. f____ • , : 1 , , , 1 1 I ___.:___j____PC '; ‘. 51 : , ' : 1 L___ ! : • • 1 , , , , 1 . ; 1 I , , f , , , • i ' , , i ' • . , . 1 ) ' i ; i „__ , 1 , ,__ ; . 1 • i , , 1 1 i I t 1 I 1 i 1••4•11.......• 4•••••—•••••-1-1••••-•-•-• --• 1 !' .. VSee ' 4/ '' 1) I Q )( S , , • 1 • i 1, I • I ! . 1 " : 'fi• , I ' , , e . * • . . i . . " . . . . . . . ' • : : I 1 . i I ! . . . 1 ' • ! ,; , r-- 1-DP = ; z i l- • IL1 6 = _J O 0 U) 0 • W LLiI -J CO U. La 0 I 1 LLJ 0 Z W j O D • I- -$ III r— u. z O • co F. I o 1- z MC SQUARED, INC. OLYMPIA, WASHINGTON 98506 (360) 754-9339 FAX (360) 352 -2044 _s � :t , _ � ,!-I ,�(I-DR =-1.1 - ai -?-) CCs tas) �- . C't _ s so a t_ XSb 6 ,. ..1_ 1 _4 , . O FY ��s E -!• 6 0� 've01 - i.tit V. -C \ c _. • ■ • itL6 LL1a \ear • ,_ %__!� -_ JS. - , _�r•n. hk ._.v.�o�.�� _i�,s cc�_. =;L , -_ t =►-15 . (a$ .( ?).j 2) ('s+ - a.s ) Cal3) _ �6a �s 1,6 • _L. 1_17o.e1F .. 1-11 �1 _I 7 F. I 1 Tit.�wi (o� �^haol Dis ict Job. Neer AdmIntgt-a fi M eacklieij Date: 1 1 3 By Gi>5 Sheet: Page of ___ .-1 Rev:560100 User: KW- 0605122, Ver 5.6.1, 25 -Oct -2002 (c)1983 -2002 ENERCALC Engineering Software General Timber Beam Page 1 c: \my documents \miac calcs \tukwilaadmin \tukwi Description General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity [Trapezoidal Loads #1 DL @ Left DL @ Right Dead Load Live Load ...distance Summary Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 2,386.81 psi Fb 2,723.70 psi Deflections 1,925.0 lbs lbs 6.000 ft Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 • • Center ® Left • Right Bending Analysis Ck 20.711 Cv 1.000 ® Center • Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing CO Supports Max. Left Reaction Max. Right Reaction Beam #13 5.125x15.0 5.125 in 15.000 in GluLam i Le Rb 1.150 Pin -Pin 482.50 #/ft 482.50 #/ft 8,213.0 lbs lbs 6.000 ft LL ® Left LL @ Right Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 Fb Base Allow Fv Allow Fc Allow E lbs lbs 0.000 ft Span= 11.50ft, Beam Width = 5.125in x Depth = 15.in, Ends are Pin -Pin Dead Load -0.248 in 5.888 ft 557.4 D.L. Deli ) ... 0.371 in 0.000 in 0.000 in 0.898 : 1 38.2 k -ft 43.6 k -ft 38.23 k -ft at -0.00 k -ft at 0.00 k -ft 0.00 k -ft 43.62 fv Fv 12.355 ft 9.203 Max Moment 38.23 k -ft 0.00 k -ft 0.00 k -ft CO Left Support 9.58 k 50.493 in2 189.75 psi 6.39 k 10.19 k 170.39 psi 189.75 psi 6.026 ft 11.500 ft Reactions... Left DL Right DL Title : Tukwila Admin Building Job # 23366 Dsgnr: CDS Date: 3:56PM, 21 JUL 03 Description : Scope : 687.50 #/ft 687.50 #/ft lbs lbs 0.000 ft 11.50 ft ft ft 2,400.0 psi 165.0 psi 560.0 psi 1,800.0 ksi Start Loc End Loc lbs lbs 0.000 ft Lu Lu Lu Maximum Shear * 1.5 Allowable Shear: 5.48 k 7.31 k Total Load Left Cantilever... -0.296 in Deflection 5.934 ft ...Length/Defl 465.72 Right Cantilever... Deflection ...Length/Defi Dead Load 0.000 in 0.0 Stress Calcs Sxx 192.188 in3 Area 76.875 in2 CI 0.987 Sxx Req'd 168.42 in3 0.00 1n3 0.00 in3 ® Right Support 13.10 k 69.031 in2 189.75 psi Allowable fb 2,723.70 psi 2,760.00 psi 2,760.00 psi Bearing Length Req'd 2.226 in Bearing Length Req'd 3.549 in 'AYNkh'Ke?XQ 0.000 in 0.0 6.00 ft 0.00 ft 0.00 ft 6.000 ft 11.500 ft lbs lbs 0.000 ft 13.1 k 14.6 k • Left 6.39 k • Right 10.19 k Camber: @ Left 0.000 in ® Center 0.371 in • Right 0.000 in Max 6.39 k Max 10.19 k lbs lbs 0.000 ft Beam Design OK Total Load 0.000 in 0.0 0.000 in 0.0 �- ..wri.WJtrl::a ;:;u•R....:aA. qua: .i..nlw.:ae:rin3xi;.:+.......__ za: ' il '1sd 5 ; z I QQ Y � J O 0 to 0 W i- NW 0 LQ to I W Z i- 0 Z F- uj U � O 0H W u- z W U= 0 z Pit [—, Rev:560100 user: RW- 0605122. Ver 5.6.1, 25 -Oct -2002 (c)1983 -2002 ENERCAL.0 Engineering Software General Timber Beam Page 2 c : \my document. \miec calca \tukwilaadmin \tukwi Description Beam #13 [Query Values r M, V, & D 0 Specified Locations 0 Center Span Location 0 Right Cant. Location = 0 Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Title : Tukwila Admin Building Dsgnr: CDS Description : Scope : Shear 6.39 k 0.00 k 0.00 k Job M 23366 Date: 3:56PM, 21 JUL 03 I Deflection 0.0000 in 0.0000 in 0.0000 in z 1 z ;r- W ix JU 0 0 OD 0 CO W WI J i..- U) u. W O ct J' LL. (n d . = W F- Z F-. I— O Z Ul U �. O N 0 I— W uu I— . u. O .. z W O F- z D "rdukao... c3wt txoft,t454- MC SQUARED, INC. Job: 1■112LJ AcIrninisfratini aiddinj OLYMPIA, WASHINGTON 98506 (36)) 754-9339 Date: 1103 By CS)5 FAX (360) 352-2044 • 1 . `C"'i i Li_ L _ • t .____•• •.__ ___.• .•.. •___ _ L ! V . i VE.' '1 . 1 S . ! f , I ■ ■ : ! ; , : : . ' i ' . : I. L____•____;______. ___:______....____:___. _ 1 ______ ' L L.-. I . • . ...' _ ; • 1 t , i , , .... • • , - 1 t. , I i , • i i 1 .....__., Pt:. Ltle; ito : ! L , i 1 i ; 1 ' 1 14 .. Li_ t• aS) 0 P _.._. i ' . r - . , , : i I • ' 1 ■ ; ■ ; 4 i : ■ • t" -i- : ' ' L CIOAt ‘ ‘ ,. .,/lerCea. 6.i ; T • Ai- n)F i • ' ' ..... 1 i • i : . , • : i • .. . ! i 1 ■ : ' i • i ■ • . , I I j . r , I A‘ : 0 311 ' ( f j 0 .1 1 1 1 : t ; ■ .. . 1 t L. : • ■ . : I , ' 1 i ! 41 : 1 L; 1 1 oe-,2 4. iL I ,%.,:',0 ' 0), lc •i • ; t .;. ..._1._ ; ; ! . , , • , I : i ; ; , • , . . i i i ; , : . 6 )( fo • ' . . . . . . . ) ; : , I ; . . . . I • . . I , . . . I ; . . r . ; i i • ■ ./...-.- ■ ' ' I '.. I' • 1 : . 0 c l ; g. 04 ; •• : . • i ; . , i ■ 1 • . . . . . . . . . , . . . . . . • ; : _ __-• _ . , . : . . . . . ' ' I I , : - !-• ...._ ._____ _ :_s l.)PE4-p, LDF:. 1.151 .„ , . , t . - i . - I ■ . . , _F bad, • S 1 1V0 so. k • -- _vo \) 6e, 6 eb 6 (.L Sheet: -... • ... g3364. Page _ 2 o f 2 ._ • Rev:560100 User: KW- 0605122, Ver 5.6.1, 25 -Oct -2002 (c)1983 -2002 ENERCALC Engineering Software General Timber Beam Page 1 c: \my documents \miec calca \tukwileadmin \tukwi Description General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity [ull Length Uniform Loads Center Left Cantilever Right Cantilever Dead Load Live Load ...distance Summary Deflections Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 ® Center ® Left @ Right Beam #14 6x10 Center Span 5.500 in Left Cantilever 9.500 in Right Cantilever Sawn Douglas Fir - Larch, No.1 Fb Base Allow 1,200.0 psi 1.150 Fv Allow 85.0 psi Pin -Pin Fc Allow 625.0 psi E 1,600.0 ksi 5,430.0 lbs lbs 2.500 ft i DL DL DL lbs lbs 0.000 ft Span= 6.00ft, Beam Width = 5.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max ® Left Support Max @ Right Support Max. M allow fb 1,197.53 psi Fb 1,377.83 psi 8.26 k -ft 0.00 k•ft Dead Load -0.066 in 2.856 ft 1,089.0 *D.L.Defi) 0.099 in 0.000 in 0.000 in 30.00 Mt #/ft #/ft 0.00 k -ft 0.00 k -ft 9.50 fv 96.06 psi Fv 97.75 psi lbs lbs 0.000 ft LL LL LL Depth = 9.5in, Ends are Pin -Pin 0.983 ; 1 8.3 k -ft 9.5 k -ft at 2.496 ft at 0.000 ft Title : Tukwila Admin Building Job U 23366 Dsgnr. CDS Date: 4:00PM, 21 JUL 03 3=in5 Description : Scope : Reactions... Left DL Right DL lbs lbs 0.000 ft 6.00 ft Lu ft Lu ft Lu 50.00 #/ft #/ft #/ft 2.00 ft 0.00 ft 0.00 ft [point Loads r lbs lbs 0.000 ft Maximum Shear * 1.5 Allowable Shear: Total Load Left Cantilever... -0.068 in Deflection 2.856 ft ...Length/Defl 1,052.24 Right Cantilever... Deflection ...Length /Deft lbs lbs 0.000 ft Beam Design OK 5.0 k 5.1 k @ Left 3.41 k • Right 2.50 k Camber: @ Left 0.000in ® Center 0.099 in • Right 0.000 in 3.26 k 2.35 k Max 3.41 k Max 2.50 k Dead Load 0.000 in 0.0 0.000 in 0.0 lbs lbs 0.000 ft Total Load 0.000 in 0.0 0.000 in 0.0 Description Bending Analysis Ck 27.615 Cf 1.000 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Beam #14 Le Rb M, V, & D 0 Specified Locations 0 Center Span Location = ® Right Cant. Location = O Left Cant. Location = 4.118 ft 3.940 Max Moment 8.26 k -ft 0.00 k -ft 0.00 k -ft 0 Left Support 5.02 k 51.346 in2 97.75 psi 3.41 k 2.50 k 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Title : Tukwila Admin Building Dsgnr: CDS Description : Scope : Rws 560100 Users KN- 0605122, Ver 5.6.1, 25 -Oct -2002 (a)1903 -2002 ENERCALC Engineering Software General Timber Beam Page 2 1 cs \my documents \mist celcs \tukwilaadmin \tukwi Stress Calcs Sxx 82.729 in3 Area CI 0.998 Sxx Req'd 71.90 in3 0.00 in3 0.00 in3 ® Right Support 3.66 k 37.459 in2 97.75 psi Bearing Length Req'd Bearing Length Req'd 52.250 in2 Allowable fb 1,377.83 psi 1,380.00 psi 1,380.00 psi 0.991 in 0.728 in Job • 23366 Date: 4:00PM, 21 JUL 03 / Query Values Deflection 0.0000 in 0.0000 in 0.0000 in Shear 3.41 k 0.00 k 0.00 k z Z '~ w 00 •N 0 NW J � N LL W QQ LL Q = d i - W z = Z O U •ON t] W O •z W U = O � z MC SQUARED, INC. OLYMPIA, WASHINGTON 98506 (360) 754-9339 FAX (360) 352-2044 I e,41A0..-c - rakw t-4 a- --01,&;o Di517 Job: 146-4 lidmincstrailita *Lad in 5 Date: 710 S. By: CA'4 Sheet: 4 , - 1---•---- , t ! ' , • ■• .• • .... i 1 L 1 -!, ; 1 ,.- 6 - z-(-1.14_0. L 'L-DF =i1... 1:-Z -7-- I ! i I i ! I ■ I . i I I __L.._ L .L.... 1 -- 1 ! ! L-b_a_ k:0.61.2 t41.k )7..-• (-)st ....N-i. a(1°) '...tv i!o_. .W'.... . 1 ; : 1 1 j i t ; _________ i- . -D. t 'b i 1\40 ' 5',/ - :.`/S . '6 :). t '), r, G 1 . i ' • . . , ; ; • ; . . , . . . ; _l___... , ; ; . . . T ..3 3 ; ; , • ; , . : — !, 1 . 1 ______5 . L- . ........ ° . .... i • 1 : . ' : i L__. • : - 1 ! '• L. . : 1 --.1--.1'—'4. ; ; ; . ,. -- --- --- -----..- - ; I . ; : , 1 . 1 'I ' ; _.L___.i. ) ' __ , :....: 151 • 1 ; : • 1 • . , . .., _.. ___ ■ i . 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X I •4 r 11.? 4t.11, • • - •• ' . v0. 1, , Rev: 560100 User: KW- 0605122, Ver 5.6.1, 25 -Oct -2002 (c)1983 -2002 ENERCALC Engineering Software General Timber Beam Page 1 c: \my documents \miec calca \tukwilaadmin \tukwi Description Beam #18 General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 'Trapezoidal Loads r Span= 16.00ft, Beam Width = 5.500in x Depth = 11.5in, Ends are Pin -Pin Max Stress Ratio 0.844 : 1 Maximum Moment 11.7 k-ft Allowable 13.9 k -ft Max. Positive Moment 11.74 k -ft at 7.424 ft Max. Negative Moment 0.00 k -ft at 0.000 ft Max ® Left Support 0.00 k -ft Max ® Right Support 0.00 k -ft Max. M allow 13.91 Reactions... fb 1,162.04 psi fv 68.19 psi Left DL Fb 1,377.36 psi Fv 97.75 psi Right DL #1 DL ® Left DL ® Right Summary [Deflections Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 * D.L. • Center ® Left @ Right 6x12 Center Span 5.500 in Left Cantilever 11.500 in Right Cantilever Sawn Douglas Fir - Larch, No.1 Fb Base Allow 1,200.0 psi 1.150 Fv Allow 85.0 psi Pin -Pin Fc Allow 625.0 psi E 1,600.0 ksi 195.00 #/ft 78.80 #/ft Dead Load -0.181 in 7.872 ft 1,060.5 Deft )... 0.272 in 0.000 in 0.000 in 'Stress Calcs Bending Analysis Ck 27.615 Cf 1.000 • Center ® Left Support • Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 4.118 ft 4.335 Max Moment 11.74 k -ft 0.00 k -ft 0.00 k -ft ® Left Support 4.31 k 44.125 in2 97.75 psi LL @ Left LL (0 Right Total Load -0.483 in 7.872 ft 397.69 Scope : 325.00 #/ft 131.30 #/ft Sxx 121.229 in3 CI 0.998 Sxx Req'd 102.28 in3 0.00 in3 0.00 in3 4 Right Support 3.47 k 35.466 in2 97.75 psi Title : Tukwila Admin Building Dsgnr: CDS Description : 16.00 ft Lu ft Lu ft Lu Maximum Shear * 1.5 Allowable Shear: 4.3 k 6.2 k ® Left 3.33 k ® Right 2.51 k Camber: 10 Left 0.000 in @ Center 0.272 in • Right 0.000 in 1.25 k Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Start Loc End Loc 3.33 k Bearing Length Req'd 0.970 in 2.51 k Bearing Length Req'd 0.729 in Job # 23366 Date: 4:30PM, 25 JUL 03 ¢ l gs Max 3.33 k 0.94 k Max 2.51 k Dead Load 0.000 in 0.0 Area 63.250 in2 Allowable fb 1,377.36 psi 1,380.00 psi 1,380.00 psi 0.000 in 0.0 2.00 ft 0.00 ft 0.00 ft 0.000 ft 16.000 ft Beam Design OK Total Load 0.000 in 0.0 0.000 in 0.0 z i~ � cc W QQ � J U UO OD 0 LU J H CO V_ W J LL OD 2 W Z 1- O Z o 0 CI ON 0 I- WW H� O LU Z U= O H z Description Beam #18 M, V, & D 0 Specified Locations O Center Span Location = ® Right Cant. Location = ® Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -it 0.00 k -ft 0.00 k -ft Title : Tukwila Admin Building Degnr: CDS Date: 4:30PM, 25 JUL 03 Description : I 6 Scope : Shear Deflection 3.33 k 0.0000 in 0.00 k 0.0000 in 0.00 k 0.0000 in Job # 23366 Revs560100 Users RN- 0605122, Ver 5.6.1, 25 -Oct -2002 (c)1963 -2002 ENERCALC engineering Software General Timber Beam Page 2 c: \my documents \miec calcs \tukwileadmin \tukwi Query Values • z I-- it 1 00 00 t] U) W J g J LL N d = Z t— I— O Z I — ui U O - = U. H u- O .• Z W O Z Description Section Name 3.125x18.0 Beam Width 3.125 in Beam Depth 18.000 in Member Type GluLam Beam #19 Load Dur. Factor 1.150 Beam End Fixity Pin -Pin #1 DL ® Left DL ® Right #2 DL ® Left DL ® Right Dead Load 11,188.0 lbs Live Load lbs ...distance 2.750 ft Summary ' Span= 6.33ft, Beam Width = 3.125in x Depth = 18.in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max ® Left Support Max ® Right Support Max. M allow fb 1,431.21 psi Fb 2,760.00 psi Deflections Center Span... Deflection ...Location ...Length/DefI Camber ( using 1.5 Center Left ® Right 454.20 #/ft 454.20 #/ft 70.00 #/ft 70.00 #/ft lbs lbs 0.000 ft 20.13 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 38.81 fv Fv Dead Load -0.039 in 3.038 ft 1,924.3 •D.L.Defl) 0.059 in 0.000 in 0.000 in LL ® Left LL ® Right LL ® Left LL © Right 192.06 psi 189.75 psi Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 lbs lbs 0.000 ft 1.012 : 1 20.1 k -ft 38.8 k -ft at 2.760 ft at 0.000 ft Total Load -0.044 in 3.013 ft 1,745.98 Title : Tukwila Admin Building Dsgnr: CDS Description : Scope : Fb Base Allow 2,400.0 psi Fv Allow 165.0 psi Fc Allow 560.0 psi E 1,800.0 ksi 689.20 #/ft 689.20 #/ft 50.00 #/ft 50.00 #/ft Reactions... Left DL Right DL lbs lbs 0.000 ft 6.33 ft Lu ft Lu ft Lu 7.38 k Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defi 5.31 k Start Loc End Loc Start Loc End Loc ibs lbs 0.000 ft Maximum Shear * 1.5 Allowable Shear: Job ii 23366 Date: 2:44PM, 11 AUG 03 4S/ S Rev:560100 User: KW- 0605122, Ver 5.6.1, 25 -Oct -2002 (c)1983 -2002 ENERCALC Engineering Software General Timber Beam Page 1 c: \my documents \miac calcs \tukwileadmin \tukwi General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Trapezoidal Loads I Point Loads Overstressed in Shear ! 10.8 k 10.7 k • Left 8.91 k ® Right 5.85 k Camber: 0 Left 0.000 in ® Center 0.059 in ® Right 0.000 in Max 8.91 k Max 5.85 k Dead Load 0.000 in 0.0 0.000 in 0.0 0.00 ft 0.00 ft 0.00 ft 0.000 ft 2.750 ft 2.750 ft 6.330 ft lbs lbs 0.000 ft lbs lbs 0.000 ft Total Load 0.000 in 0.0 0.000 in 0.0 Description Beam #19 Bending Analysis Ck 20.711 Cv 1.000 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = it Left Cant. Location = 0.000 ft 0.000 Max Moment 20.13 k -ft 0.00 k -ft 0.00 k -ft ® Left Support 10.80 k 56.934 in2 189.75 psi 8.91 k 5,85 k 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Title : Tukwila Admin Building Dsgnr: CDS Description : Scope : Rev,560100 Users KW- 0605122, Ver 5.6.1, 25- Oct -2002 (c)1983 -2002 MACAW Engineering Software General Timber Beam Page 2 c, \my document• \misc calce \tukwilaadmin \tukwi Stress Caics r Sxx 168.750 in3 Area 56.250 in2 CI 0.000 Sxx Req'd 87.51 in3 0.00 in3 0.00 in3 ® Right Support 8.51 k 44.841 in2 189.75 psi Bearing Length Req'd Bearing Length Req'd Allowable fb 2,760.00 psi 2,760.00 psi 2,760.00 psi 5.092 in 3.344 in Query Values r Shear 8.91 k 0.00 k 0.00 k Job it 23366 Date: 2:44PM, 11 AUG 03 445 / Deflection 0.0000 in 0.0000 in 0.0000 in Lk Rev :560100 User: KW- 0605122, Ver 5.6.1, 25 -Oct -2002 (c)1983 -2002 ENERCALC Engineering Software General Timber Beam Page 1 c: \my documents \miec calca \tukwilaadmin \tukwi Description Beam #19 General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements II Section Name 5.125x12.0 Beam Width 5.125 in Beam Depth 12.000 in Member Type GluLam Load Dur. Factor 1.150 Beam End Fixity Pin -Pin 454.20 # /ft 454.20 #/ft 70.00 #/ft 70.00 # /ft [Trapezoidal Loads #1 DL ® Left DL ® Right #2 DL ® Left DL ® Right LL ® Left LL ® Right LL ® Left LL ® Right Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 Fb Base Allow 2,400.0 psi Fv Allow 165.0 psi Fc Allow 560.0 psi E 1,800.0 ksi Point Loads Dead Load Live Load ...distance 11,188.0 lbs lbs 2.750 ft Summary Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max © Right Support Max. M allow fb 1,963.55 psi Fb 2,760.00 psi Deflections Center Span... Deflection ...Location ... Length/Defl Camber ( using 1.5 ® Center ® Left ® Right lbs lbs 0.000 ft Dead Load -0.081 in 3.038 ft 935.1 •D.L. Dell ) ... 0.122 In 0.000 in 0.000 in lbs lbs 0.000 ft Span= 6.33ft, Beam Width = 5.125in x Depth = 12.in, Ends are Pin -Pin Max Stress Ratio 1.000 : 1 20.1 k -ft 28.3 k -ft 20.13 k -ft at 2.760 ft 0.00 k -ft at 0.000 ft 0.00 k -ft 0.00 k -ft 28.29 fv 189.79 psi Fv 189.75 psi Total Load -0.090 in 3.013 ft 848.42 Title : Tukwila Admin Building Job # 23366 Dsgnr: CDS Date: 2:45PM, 11 AUG 03 47/ Description : Scope : 689.20 #/ft 689.20 #/ft 50.00 #/ft 50.00 #/ft Reactions... Left DL Right DL lbs lbs 0.000 ft Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ... Length/Defl 6.33 ft Lu ft Lu ft Lu Start Loc End Loc Start Loc End Loc lbs lbs 0.000 ft Overstressed in Shear ! Maximum Shear * 1.5 11.7 k Allowable 11.7 k Shear: @ Left 8.91 k @ Right 5.85 k Camber: @ Left 0.000 in @ Center 0.122 in • Right 0.000 in 7.38 k Max 8.91 k 5.31 k Max 5.85 k Dead Load 0.000 in 0.0 0.000 in 0.0 0.00 ft 0.00 ft 0.00 ft 0.000 ft 2.750 ft 2.750 ft 6.330 ft lbs lbs 0.000 ft lbs lbs 0.000 ft Total Load 0.000 in 0.0 0.000 in 0.0 ..: d tt: dti.: L a: dhaldtva, :kit:d3rar`,i`1`��tssd:%:,Ai's: Description Beam #19 Bending Analysis Ck 20.711 Cv 1.000 ® Center ® Left Support ® Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing 0 Supports Max. Left Reaction Max. Right Reaction Le Rb M, V, & D 0 Specified Locations 0 Center Span Location = ® Right Cant. Location = ® Left Cant. Location = 0.000 ft 0.000 Max Moment 20.13 k -ft 0.00 k -ft 0.00 k -ft 0 Left Support 11.67 k 61.512 in2 189.75 psi 8.91 k 5.85 k 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Title : Tukwila Admin Building Dsgnr: CDS Description : Scope : Rev:560100 Veers RN- 0605122, Ver 5.6.1, 25 -Oct -2002 (c)1983 -2002 ENERCALC Engineering software General Timber Beam Page 2 c: \my documents \miac calcs \tukwilaadmin \tukwi tress Caics r Sxx 123.000 in3 CI 0.000 Sxx Req'd 87.51 in3 0.00 in3 0.00 in3 0 Right Support 8.60 k 45.321 in2 189.75 psi Bearing Length Req'd Bearing Length Req'd Area 61.500 in2 Allowable fb 2,760.00 psi 2,760.00 psi 2,760.00 psi 3.105 in 2.039 in Job N 23366 Date: 2:45PM, 11 AUG 03 / L Query Values Shear 8.91 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in Rev:560100 User: KW- 0605122, Ver 5.6.1, 25 -Oct -2002 (c)1983 -2002 ENERCALC Engineering Software Description Beam #19 [General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements 11 Section Name 3.125x15.0 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 3.125 in 15.000 in GluLam 1.150 Pin -Pin General Timber Beam Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 Fb Base Allow 2,400.0 psi Fv Allow 165.0 psi Fc Allow 560.0 psi E 1,800.0 ksi [Trapezoidal Loads I #1 DL ® Left DL ® Right #2 DL ® Left DL ® Right Dead Load Live Load ...distance 7,602.0 lbs lbs 2.750 ft Summary 550.00 #/ft LL ® Left 550.00 #/ft LL ® Right 70.00 #/ft LL ® Left 70.00 #/ft LL ® Right _ Point Loads r lbs lbs 0.000 ft lbs lbs 0.000 ft Span= 6.33ft, Beam Width = 3.125in x Depth = 15.in, Ends are Pin -Pin Max Stress Ratio 0.960 : 1 Maximum Moment 15.1 k -ft Allowable 27.0 k -ft Max. Positive Moment 15.10 k -ft at Max. Negative Moment 0.00 k -ft at Max ® Left Support 0.00 k -ft Max 0 Right Support 0.00 k -ft Max. M allow 26.95 fb 1,545.80 psi Fb 2,760.00 psi Deflections Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 • D. ® Center O Left ® Right Dead Load -0.049 in 3.038 ft 1,554.8 L. Defl ) 0.073 in 0.000 in 0.000 in fv 182.11 psi Fv 189.75 psi Total Load -0.057 in 3.013 ft 1,327.49 Title : Tukwila Admin Building Job $ 23366 Dsgnr: CDS Date: 2:47PM, 11 AUG 03 X ' / 55 Description : Scope : 842.50 #/ft 842.50 #/ft 50.00 #/ft 50.00 #/ft lbs lbs 0.000 ft Left Cantilever... Deflection ... Length/Defl Right Cantilever... Deflection ... Length/Defl 6.33 ft Lu ft Lu ft Lu Page 1 ca \my documents \mist talcs \tukwilaadmin \tukwi Start Loc End Loc Start Loc End Loc lbs lbs 0.000 ft Maximum Shear * 1.5 8.5 k Allowable 8.9 k 2.760 ft Shear: ® Left 7.42 k 0.000 ft 0 Right 4.44 k Camber: ® Left 0.000 in ® Center 0.073 in ® Right 0.000 in Reactions... Left DL 5.55 k Max 7.42 k Right DL 3.81 k Max 4.44 k Dsad Load 0.000 in 0.0 0.000 in 0.0 0.00 ft 0.00 ft 0.00 ft 0.000 ft 2.750 ft 2.750 ft 6.330 ft lbs lbs 0.000 ft lbs lbs 0.000 ft Beam Design OK Total Load 0.000 in 0.0 0.000 in 0.0 ti(Fi:':�SSIt±Ct{.yy ;q+A.'� ii`.�ry�'•: � .n ' r � 4 + d � ; 7 � i Y Yr » i ti S �: '�� � "7� 9 • di`1 , t4 } Description ® Center O Left Support ® Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing a Supports Max. Left Reaction Max. Right Reaction Beam #19 Bending Analysis Ck 20.711 Le Cv 1.000 Rb M, V, & D 0 Specified Locations O Center Span Location = O Right Cant. Location = O Left Cant. Location = 0.000 ft 0.000 Max Moment 15.10 k -ft 0.00 k -ft 0.00 k -ft 0 Left Support 8.54 k 44.986 in2 189.75 psi 7.42 k 4.44 k 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Title : Tukwila Admin Building Job # 23366 Dsgnr: CDS Date: 2 :47PM, 11 AUG 03 eV Description : Scope : Rev:56O10O User: RW- 0605122, Ver 5.6.1, 25 -Oct -2002 (c)1903 -2002 ENERCALC Engineering Software General Timber Beam Page 2 c: \my documents \misc calca \tukwilaadmin \tukwi Stress Caics I Sxx 117.188 1n3 Area 46.875 in2 CI 0.000 Sxx Req'd 65.63 in3 0.00 in3 0.00 in3 0 Right Support 6.44 k 33.942 in2 189.75 psi Bearing Length Req'd Bearing Length Req'd Allowable fb 2,760.00 psi 2,760.00 psi 2,760.00 psi 4.239 in 2.539 in Query Values r Shear 7.42 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in n Description #20 Fascia Section Name 4x6 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Dead Load Live Load ...distance [Deflections Bending Analysis Ck 32.339 Cf 1.300 ® Center ® Left Support ® Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing ® Supports Max. Left Reaction Max. Right Reaction 135.0 lbs 225.0 lbs 9.000 ft Summary Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max ® Right Support Max. M allow fb 1,142.37 psi Fb 1,305.31 psi Center Span... Deflection ...Location ... Length/Defl Camber ( using 1.5 • D. ® Center ® Left ® Right Le Rb 105.0 lbs 175.0 lbs 7.000 ft 1.68 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 1.92 fv Fv Dead Load -0.171 in 5.676 ft 773.7 L. Dell) 0.256 in 0.000 in 0.000 in 4.118 ft 4.711 Max Moment 1.68 k -ft 0.00 k -ft 0.00 k -ft 4 Left Support 0.60 k 5.492 in2 109.25 psi 0.40 k 0.60 k 0.875 :1 46.75 psi 109.25 psi 75.0 lbs 125.0 lbs 5.000 ft 1.7 k -ft 1.9 k -ft at 6.996 ft at 11.000 ft Total Load -0.455 in 5.676 ft 290.13 Sxx CI Title : Tukwila Admin Building Dsynr: CDS Description : Scope : Rev:560100 User: KW- 0605122, Ver 5.6.1, 25 -Oct -2002 (0)1983 -2002 ENERCALC Engineering Software General Timber Beam Page 1 c: \my documents \misc calcs \tukwilaadmin \tukwi General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Center Span 3.500 in Left Cantilever 5.500 in Right Cantilever Sawn Douglas Fir - Larch, No.2 Fb Base Allow 875.0 psi 1.150 Fv Allow 95.0 psi Pin -Pin Fc Allow 625.0 psi E 1,600.0 ksi _ Point Loads r Span= 11.00ft, Beam Width = 3.500in x Depth = 5.5in, Ends are Pin -Pin Reactions... Left DL Right DL 45.0 lbs 75.0 lbs 3.000 ft 17.646 in3 0.998 Sxx Req'd 15.44 in3 0.00 in3 0.00 in3 @ Right Support 0.90 k 8.238 in2 109.25 psi Maximum Shear Allowable Shear: Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length/Defl Bearing Length Req'd Bearing Length Req'd 11.00ft Lu ft Lu ft Lu Camber: 0.15 k 0.23 k 15.0 lbs 25.0 lbs 1.000 ft 1.5 @ Left @ Right • Left 4 Center @ Right Max Max Dead Load 0.000 in 0.0 Area 19.250 in2 Allowable fb 1,305.31 psi 1,308.13 psi 1,308.13 psi 0.183 in 0.274 in Job 1f 23368 Date: 10:43AM, 11 AUG 03 S2/85 85 0.000 in 0.0 2.00 ft 0.00 ft 0.00 ft lbs lbs 0.000 ft 0.9 k 2.1 k 0.40 k 0.60 k 0.000 in 0.256 in 0.000 in 0.40 k 0.60 k lbs lbs 0.000 ft Beam Design OK Total Load 0.000 in 0.0 0.000 in 0.0 Stress Calcs r Rev:560100 User: RR- 0605122, Ver 5.6.1, 25- Oct -2002 (c)1983 -2002 1C7ERCALC Engineering Software General Timber Beam Page 2 c: \my documents \miac calca \tukwilaadmin \tukwi Description #20 Fascia Query Values M, V, & D 0 Specified Locations ® Center Span Location = O Right Cant. Location = e Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Title : Tukwila Admin Building Job 0 23366 Dsgnr: CDS Date: 10:43AM, 11 AUG 03 :$i $S Description : Scope : Shear 0.40 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in Title : Tukwila Admin Building Job N 23366 Dsgnr: CDS Date: 10:43AM, 11 AUG 03 541 Description : / Scope : Rev:560100 User: KW- 0605122, Ver 5.6.1, 25 -Oct -2002 (c)1983 -2002 ENERCALC Engineering Software General Timber Beam Page 1 c : \my documents \mist talcs \tukwileadmin \tukwi Description #20 Fascia [General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity [point Loads Dead Load Live Load ...distance [Deflections Bending Analysis Ck 32.339 Cf 1.100 • Center • Left Support ® Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 2x10 Center Span 1.500 in Left Cantilever 9.250 in Right Cantilever Sawn Douglas Fir - Larch, No.2 Fb Base Allow 875.0 psi 1.150 Fv Allow 95.0 psi Pin -Pin Fc Allow 625.0 psi E 1,600.0 ksi 135.0 lbs 225.0 lbs 9.000 ft L Summary Span= 11.00ft, Beam Width = 1.500in x Depth = 9.25in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max ® Left Support Max ® Right Support Max. M allow fb 942.38 psi Fb 1,082.13 psi Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 D. ® Center @ Left @ Right Le Rb 105.0 lbs 175.0 lbs 7.000 ft Dead Load -0.084 in 5.676 ft 1,577.3 L.Defl) 0.126 in 0.000 in 0.000 in 0.871 : 1 1.7 k -ft 1.9 k -ft 1.68 k -ft at 0.00 k -ft at 0.00 k -ft 0.00 k -ft 1.93 fv Fv 4.118 ft 14.257 Max Moment 1.68 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 0.60 k 5.492 in2 109.25 psi 64.86 psi 109.25 psi 75.0 lbs 125.0 lbs 5.000 ft Sxx C I 6.996 ft 11.000 ft Reactions... Left DL Right DL 45.0 lbs 75.0 lbs 3.000 ft 11.00ft Lu ft Lu ft Lu Maximum Shear *1.5 Allowable Shear: ® Left ® Right Camber: ® Left ® Center • Right 0.15 k 0.23 k Total Load Left Cantilever... -0.223 in Deflection 5.676 ft ...Length/Defl 591.50 Right Cantilever... Deflection ...Length/DefI 15.0 lbs 25.0 lbs 1.000 ft Max Max Dead Load 0.000 in 0.0 21.391 in3 Area 13.875 in2 0.978 Sxx Req'd 18.63 in3 0.00 in3 0.00 in3 ® Right Support 0.90 k 8.238 in2 109.25 psi Allowable fb 1,082.13 psi 1,106.88 psi 1,106.88 psi 0.40 k Bearing Length Req'd 0.427 in 0.60 k Bearing Length Req'd 0.640 in 0.000 in 0.0 2.00 ft 0.00 ft 0.00 ft lbs lbs 0.000 ft lbs lbs 0.000 ft Beam Design OK 0.9 k 1.5 k 0.40 k 0.60 k 0.000 in 0.126 in 0.000 in 0.40 k 0.60 k Total Load 0.000 in 0.0 0.000 in 0.0 [Stress Caics Description #20 Fascia M, V, & D • Specified Locations C Center Span Location = C Right Cant. Location = 0 Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Title : Tukwila Admin Building Job # 23366 Dsgnr: CDS Date: 10:43AM, 11 AUG 03 5= Description : Scope : Rev: 560100 User: KW- 0605122, Ver 5.6.1, 25 -Oct -2002 (c)1983 -2002 ENERCALC Engineering Software General Timber Beam Page 2 c: \my documents \miec talcs \tukwileadmin \tukwi L Query Values Shear 0.40 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in Rev :560100 User: KW- 0605122, Ver 5.6.1, 25 -Oct -2002 (e)1983 -2002 ENERCALC Engineering Software General Timber Beam Page 1 c: \my documents \mist calca \tukwilaadmin \tukwi Description General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements II Section Name 4x8 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Point Loads Dead Load Live Load ...distance L Summary Span= 13.00ft, Beam Width = 3.500in x Depth = 7.251n, Ends are Pin -Pin 0.840 : 1 2.8 k -ft 3.3 k -ft at 7.020 ft at 0.000 ft Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max 0 Left Support Max @ Right Support Max. M allow fb 1,095.21 psi Fb 1,304.37 psi Deflections Center Span... Dead Load Deflection -0.173 in ...Location 6.760 ft ... Length/Defl 901.2 Camber ( using 1.5 * D.L. Defl) ... @ Center 0.260 in • Left 0.000 in @ Right 0.000 in Bending Analysis Ck 32.339 Le Cf 1.300 Rb ® Center ® Left Support ® Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing 0 Supports Max. Left Reaction Max. Right Reaction #20 Fascia 135.0 lbs 225.0 lbs 9.000 ft Center Span 3.500 in Left Cantilever 7.250 in Right Cantilever Sawn Douglas Fir - Larch, No.2 Fb Base Allow 875.0 psi 1.150 Fv Allow 95.0 psi Pin -Pin Fc Allow 625.0 psi E 1,600.0 ksi 105.0 lbs 175.0 lbs 7.000 ft 2.80 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 3.33 fv Fv 4.118 ft 5.409 Max Moment 2.80 k -ft 0.00 k -ft 0.00 k -ft ® Left Support 0.84 k 7.689 in2 109.25 psi 0.56 k 0.88 k 52.02 psi 109.25 psi 75.0 lbs 125.0 lbs 5.000 ft Tot.I Load -0.462 in 6.760 ft 337.96 Scope : Reactions... Left DL Right DL Title : Tukwila Admin Building Job M 23366 Dsgnr: CDS Date: 11:32AM, 11 AUG 03 '7l ES Description : 45.0 lbs 75.0 lbs 3.000 ft Bearing Length Req'd Bearing Length Req'd 13.00 ft ft ft 0.21 k 0.33 k Left Cantilever... Deflection ... Length/Defl Right Cantilever... Deflection ...Length/Defl Lu Lu Lu 15.0 lbs 25.0 lbs 1.000 ft Maximum Shear * 1.5 Allowable Shear: Dead Load 0.000 in 0.0 Sxx 30.661 in3 Area 25.375 in2 Ci 0.997 Sxx Req'd 25.74 in3 0.00 in3 0.00 in3 ® Right Support 1.32 k 12.082 in2 109.25 psi Allowable fb 1,304.37 psi 1,308.13 psi 1,308.13 psi 0.256 in 0.402 in 2.00 ft 0.00 ft 0.00 ft 165.0 lbs 275.0 lbs 11.000 ft Beam Design OK 1.3 k 2.8 k • Left 0.56 k ® Right 0.88 k Camber: @ Left 0.000 in O Center 0.260 in ® Right 0.000 in Max 0.56 k Max 0.88 k 0.000 in 0.0 lbs lbs 0.000 ft Total Load 0.000 in 0.0 0.000 in 0.0 Stress Calcs s� } tSa',ia. awszws "41 w+'' duty: &a -a Description #20 Fascia M, V, & D 0 Specified Locations ® Center Span Location = ® Right Cant. Location = O Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Title : Tukwila Admin Building Job # 23366 Dsgnr: CDS Date: 11 :32AM, 11 AUG 03 S7l� Description : Scope : Revs560100 Users RW- 0605122, Var 5.6.1, 25 -Oct -2002 (c)1983 -2002 MERCALC Engineering Software General Timber Beam Page 2 cs \my documents \minc calca \tukwilaadmin \tukwi Query Values Shear 0.56 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in MC SQUARED, INC. OLYMPIA, WASHINGTON 98506 (360) 754 -9339 FAX (360) 352 -2044 Q L � S se, le _._.... b..._.,. .. 3bo. t 65.t,?S >(?) : '56o lb ,pry E neS' ca. _L. = L.\ Vac C cav\- o • I� . 1 -�wi 12 dhml Job. tfeur AdrntYlieAra rn et1.4:014 c� Date. ` 10 3 By Sheet. Page of Ly. tLs eL.� . - t o lb S P. 5 1 (;)l_Q oc • cQ- r��...1 -;• 'cr,. /15 e_ L. Rev:560100 User: KW- 0605122, Ver 5.6.1, 25 -Oct -2002 (c)1983 -2002 ENERCALC Engineering Software General Timber Beam Page 1 c: \my documents \misc calcs \tukwilaadmin \tukwi Description Load Our. Factor Beam End Fixity Dead Load Live Load ...distance Summary Deflections Bending Analysis Ck 20.711 Cv 1.000 ® Center ® Left Support ® Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing 0 Supports Max. Left Reaction Max. Right Reaction Hip beam #21 General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 5.125x7.5 Beam Width Beam Depth Member Type _ Point Loads 150.0 lbs 250.0 lbs - 10.500 ft Span= 5.50ft, Left Cant= 10.50ft, Beam Width = 5.125in x Max Stress Ratio 0.739 : 1 Maximum Moment -8.2 k-ft Allowable 11.0 k -ft Max. Positive Moment 0.00 k -ft Max. Negative Moment -3.06 k -ft Max ® Left Support -8.15 k -ft Max 0 Right Support 0.00 k -ft Max. M allow 11.03 fb 2,035.61 psi fv Fb 2,754.93 psi Fv Center Span... Dead Loacl Deflection 0.029 in ...Location 2.302 ft ...Length/Defl 2,307.2 Camber ( using 1.5 • D.L. Defl) ... ® Center 0.043 in O Left 1.167 in ® Right 0.000 in Le Rb 5.125 in 7.500 in GluLam 1.150 Pin -Pin 30.0 lbs 50.0 lbs -9.100 ft 4.118 ft 3.757 Max Moment 3.06 k -ft 8.15 k -ft 0.00 k -ft ® Left Support 2.64 k 12.065 1n2 218.50 psi 68.58 psi 218.50 psi Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V8 Fb Base Allow Fv Allow Fc Allow E 90.0 lbs 150.0 lbs -6.270 ft at 5.500 ft at 0.000 ft Total Load 0.024 in 2.174 ft 2,791.65 Scope : Reactions... Left DL Right DL Title : Tukwila Admin Building Dsgnr: CDS Description : 150.0 lbs 250.0 lbs -3.440 ft 5.50 ft 10.50 ft ft 2,400.0 psi 190.0 psi 560.0 psi 1,800.0 ksi Depth = 7.5in, Ends are Pin -Pin Maximum Shear • 1.5 Allowable Shear: 1.29 k -0.49 k Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Lu Lu Lu 210.0 lbs 350.0 lbs -0.610 ft 3.44 k Bearing Length Req'd 1.198 in -1.30 k Bearing Length Req'd 0.451 in Job • 23366 Date: 1:41 PM, 11 AUG 03 S f $ 2.6 k 8.4 k ® Left 1.76 k ® Right 1.41 k Camber: ® Left 1.167 in �D Center 0.043 in ® Right 0.000 in Sxx 48.047 in3 Area 38.438 in2 CI 0.998 Sxx Redd 13.31 in3 35.50 in3 0.00 in3 @ Right Support 2.12 k 9.694 in2 218.50 psi Allowable fb 2,754.93 psi 2,754.93 psi 2,760.00 psi Max 3.44 k Max -1.30 k Dead Load -0.778 in 324.0 0.000 in 0.0 2.00 ft 2.00 ft 0.00 ft 173.0 lbs 289.0 lbs 2.220 ft lbs lbs 0.000 ft Beam Design OK Total Load -2.099 in 120.1 0.000 in 0.0 [Stress Caics Revi56O10O Veers KW- 0605122, Ver 5.6.1, 25 -Oct -2002 (c)1903 -2002 ENERCALC Engineering Software General Timber Beam Page 2 c: \my documents \miec calca \tukwileadmin \tukwi Description Hip beam #21 L Quy Values M, V, & D 0 Specified Locations 0 Center Span Location = ® Right Cant. Location = O Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment -8.15 k -ft 0.00 k -ft -8.15 k -ft Title : Tukwila Admin Building Job 1 23366 Degnr: CDS Date: 1:41 PM, 11 AUG 03 6b / S Description : Scope : Shear 1.76 k 0.00 k 1.76 k Deflection 0.0000 in 0.0000 in 0.0000 in Rev: 560100 User: KW- 0605122. Ver 5.6.1, 25 -Oct -2002 (c)1983 -2002 ENERCALC Engineering Software General Timber Beam Page 1 c: \my documents \miec talcs \tukwilaadmin \tukwi Description Hip beam #21 Scope : General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 5.125x7.5 Beam Width 5.125 in Beam Depth 7.500 in Member Type GluLam Load Dur. Factor 1.150 Beam End Fixity Pin -Pin Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V8 Fb Base Allow Fv Allow Fc Allow E 2,400.0 psi 190.0 psi 560.0 psi 1,800.0 ksi Lpoint Loads Dead Load Live Load ...distance L Summary [Deflections 150.0 lbs 250.0 lbs - 10.500 ft 30.0 lbs 50.0 lbs -9.100 ft Span= 8.50ft, Left Cant= 10.50ft, Beam Width = 5.125in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max ® Left Support Max ® Right Support Max. M allow fb 2,035.61 psi Fb 2,754.93 psi Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 ® Center ® Left • Right Bending Analysis Ck 20.711 Le Cv 1.000 Rb 0 Center ® Left Support ® Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing ® Supports Max. Left Reaction Max. Right Reaction 0.61 k -ft -3.06 k -ft -8.15 k -ft 0.00 k -ft 11.03 fv Fv Dead Load 0.051 in 3.263 ft 1,988.9 D.L. Dell ) ... 0.077 in 1.301 in 0.000 In 4.118 ft 3.757 Max Moment 3.06 k -ft 8.15 k -ft 0.00 k -ft ® Left Support 2.52 k 11.533 in2 218.50 psi 3.26 k -0.42 k 0.739 : 1 -8.2 k -ft 11.0 k -ft at 5.085 ft at 0.000 ft 65.56 psi 218.50 psi 90.0 lbs 150.0 lbs -6.270 ft Reactions... Left DL Right DL 150.0 lbs 250.0 lbs -3.440 ft Depth = 7.5in, Ends are Pin -Pin Total Load Left Cantilever... 0.017 in Deflection 1.821 ft ...Length/Defl 6,161.57 Right Cantilever... Deflection ...Length/Dell Sxx CI 48.047 in3 0.998 Sxx Req'd 13.31 in3 35.50 in3 0.00 in3 ® Right Support 1.14 k 5.202 in2 218.50 psi Title : Tukwila Admin Building Dsgnr: CDS Date: 1 :45PM, 11 AUG 03 Description : Ss 8.50 ft Lu 10.50ft Lu ft Lu 210.0 lbs 350.0 lbs -0.610 ft Area 38.438 in2 Allowable fb 2,754.93 psi 2,754.93 psi 2,760.00 psi Bearing Length Req'd 1.137 in Bearing Length Req'd 0.147 in 2.00 ft 2.00 ft 0.00 ft 173.0 lbs 289.0 lbs 2.220 ft Job 0 23366 262.0 lbs 437.0 lbs 5.060 ft Beam Design OK Maximum Shear * 1.5 2.5 k Allowable 8.4 k Shear: ® Left 1.68 k • Right 0.76 k Camber: 0 Left 1.301 in ® Center 0.077 in ® Right 0.000 in 1.22 k Max 3.26 k -0.16 k Max -0.42 k Dead Load Total Load -0.867 in -2.474 in 290.6 101.9 0.000 in 0.000 in 0.0 0.0 i ,tress CaICS ASE Description Hip beam #21 M, V, & D 0 Specified Locations ® Center Span Location = ® Right Cant. Location = ® Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment -8.15 k -ft 0.00 k -ft -8.15 k -ft Title : Tukwila Admin Building Dsgnr: CDS Description : Scope : Shear 1.58 k 0.00 k 1.58 k Job # 23366 Date: 1:45PM, 11 AUG 03 Deflection 0.0000 in 0.0000 in 0.0000 in Rev:560100 User: RN- 0605122, Ver 5.6.1, 25 -Oct -2002 (c )1993 -2002 ENERCALC Engineering Software General Timber Beam Page 2 c: \my document- \miac calce \tukwilaadmin \tukwi Query Values Y S,. r` �a.' ua: .i:e�w+iF::r- LSw+✓+:f;.� , .. s. • 1ZLkwtla A (1i sfincfi MC SQUARED, INC. Job: klQwr Ado -rill u.t.t1►v) a 334:4o OLYMPIA, WASHINGTON 98506 (360) T54 -9339 Date: 1 • V 3 By. C Ds FAX (360) 352 -2044 Sheet: Page 66 of $S ! 4.__ _i___ .2� ■ $'at.as �14 -_ i� '_ - 1 L ( _ 4. 1 .- i� ' _. I a 4 b .___ _ i i : 1 _ i 1 CAM x A' hz ` LS) ($ ' 1 � •a i b•sr * - _' _ _ ,.._. , _t - -- _ i I I I i s i T_ ' i L , - L - - t ----- - , I b 1 E `° 1 6 x ice" I L C ' ;LDF P ! 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I • z • I z re 2 , 6 —I c) O 0 co 0 w W I 0 u. < co 3 z o Z I— C) co O — • I— ILI w I 0 t-- 0 ' -""1 MC Squared, Inc. 1235 East 4th Ave Suite 101 Olympia, WA 98506 Phone: (360)754 -9339 Criteria Retained Height Wall height above soil Total Wall Height Top Support Height Slope Behind Wall Height of Soil over Toe Soil Density Wind on Stem = 6.00 ft 0.00 ft = 6.00 ft 6.00 ft 0.00: 1 0.00 in 110.00 pcf 0.0 psf Surcharge Loads Surcharge Over Heel = 40.0 psf »Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning Axial Load Applied to Stem Axial Dead Load Axial Live Load = Axial Load Eccentricity = Design Summary Total Bearing Load ...resultant ecc. Soil Pressure @ Toe Soil Pressure @ Heel Allowable Soil Pressure Less ACI Factored © Toe ACI Factored ® Heel Footing Shear © Toe Footing Shear © Heel Allowable Reaction at Top = Reaction at Bottom = Sliding Stability Ratio = Sliding Calcs Lateral Sliding Force = less 100% Passive Force= - less 100% Friction Force = - Added Force Req'd = ....for 1.5 : 1 Stability = 0.0 lbs 0.0 lbs 0.0 in 2,833 lbs 1.69 in 558 psf 858 psf = 3,000 psf Than Allowable 782 psf = 1,202 psf LFooting Design Results Toe Factored Pressure = 782 Mu' : Upward = 408 Mu' : Downward = 105 Mu: Design = 303 Actual 1 -Way Shear = 1.68 Allow 1 -Way Shear = 85.00 1.7 psi OK 2.5 psi OK 85.0 psi 154.6 lbs 792.0 lbs 1.59 OK 792.0 lbs 125.0 lbs 1,133.3 lbs 0.0 lbs OK 0.0 lbs OK Restrained Retaining Wall Design r OK OK 1,202 psf 2,795 ft -# 3,239 ft-# 445 ft-# 2.51 psi 85.00 psi Soil Data Allow Soil Bearing = 3,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 psf /ft Toe Active Pressure = 35.0 psf /ft Passive Pressure = 250.0 psf /ft Water height over heel = 0.0 ft FootinglISoil Frictior = 0.400 Soil height to ignore for passive pressure = 0.00 in Uniform Lateral Load Applied to Stem II Lateral Load ...Height to Top ...Height to Bottom Thickness = 8.00 in Wall Weight = 100.0 pcf Stem is FIXED to top of footing Design height Rebar Size Rebar Spacing Rebar Placed at Rebar Depth 'd' Design Data 0.0 #/ft 0.00 ft 0.00 ft ill Concrete Stem Construction Title : Tukwila Admin Building r10 $5 Job # 23366 Dsgnr: CDS Date: JUL 22,2003 Description.... 6' retaining wall Fy f'c O Top Support Stem OK 6.00 ft # 5 16.00 in Center 4.00 in RetainPro Professional 5.0.6, 10- Feb -99, (c) 1989 -99 Footing Strengths & Dimensions 1 f'c = 2,500 psi Min. As % Adjacent Footing Load Footing Width Eccentricity Wall to Ftg CL Dist Footing Type Base Above /Below Soil at Back of Wall 60,000 psi 2,500 psi Mmax Between Top & Base Stem OK 3.37 ft # 5 16.00 in Center 4.00 in fb /FB + fa/Fa = 0.000 Mu....Actual = 0.0 ft-# Mn Phi Allowable = 3,898.0 ft -# Shear Force 0 this height = 0.0 lbs Shear Actual = 0.00 psi Shear Allowable = 85.00 psi Rebar Lap Required = 23.40 in Rebar embedment into footing = Other Acceptable Sizes & Spacings: Toe: None Spec'd -or- Not req'd, Mu < S Fr Heel: None Spec'd -or- Not req'd, Mu < S • Fr Key: No key defined -or- No key defined 0.112 436.2 ft-# 3,898.0 ft-# 23.40 in Fy = 60,000 psi 0.0018 Toe Width = 1.00 ft Heel Width = 3.00 Total Footing Width = 4.00 Footing Thickness = 12.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Cover 0 Top = 2.00 in 0 Btm.= 3.00 in Adjacent Footing Load I 0.0 lbs 0.00 ft 0.00 in 0.00 ft Line Load 0.0 ft Base of Wall Stem OK 0.00 ft # 5 16.00 in Center 4.00 in 0.245 954.2 ft-# 3,898.0 ft-# 937.9 lbs 19.54 psi 85.00 psi 6.00 in 1 MC Squared, Inc. Title : Tukwila Admin Building 1235 East 4th Ave Job # 23366 Dsgnr: CDS Suite 101 Description.... Olympia, WA 98506 6' retaining wall Phone: (360)754.9339 2 Date: gs 2,2003 Restrained Retaining Wail Design RetainPro Professional 5.0.6, 10- Feb -99, (c) 1989-99 Summary of Forces on Footing : Slab is NOT providing sliding, stem is FIXED at footing Forces acting on footing for sliding A soil pressure.... Sliding Forces Load & Moment Summary For Footing : For Soli Pressure Calcs Stem Shear CO Top of Footing = -551.7 Ws Moment ® Top of Footing Applied from Stem = -561.3 ft -# Heel Active Pressure = -240.2 Sliding Force = 792.0 lbs Surcharge Over Heel = 93.3 lbs 2.83 ft 264.4 ft-# Axial Dead Load on Stem = lbs ft ft-# Net Moment User For Soil Pressure Calculations Soil Over Toe = lbs ft ft-# -399.8 ft-# Surcharge Over Toe = lbs ft ft-# Stem Weight = 600.0 lbs 1.33 ft 800.0 ft-# Soil Over Heel = 1,540.0 lbs 2.83 ft 4,363.3ft-# Footing Weight = 600.0 lbs 2.00 ft 1,200.Oft -# Total Vertical Force = 2,833.3 lbs Base Moment = 6,066.5ft-# • u.:ia:�... .:. tii: i. :i1:i'rei..iid1*li- :3,.tui:.kl.f .va.u::i:.i:•.::ui].•.E::� Conrrotia w/ #5 Lateral Restraint a 154.6 # _8." Concrete wilitLID@ 8." Concrete w/ #5 @ 16." 16." #0@0.In @Toe #0@0.In @ Heel 1'-o .01-0.-411 4'-0" 3'-0" 2" 6 6'-0" • 20.361.0 IggS Lateral Restraint 154.6 # Pp= 125.# 40.psf 858.27psf 946.59# :>334vtr MC Squared, Inc. 1235 East 4th Ave Suite 101 Olympia, WA 98506 Phone: (360)754 -9339 Criteria Retained Height = Wall height above soil = Total Wall Height = Top Support Height = Slope Behind Wall Height of Soil over Toe Soil Density Wind on Stem = 6.00 ft 0.00 ft 6.00 ft 6.00 ft 0.00: 1 0.00 in 110.00 pcf 0.0 psi [Surcharge Loads Surcharge Over Heel = 40.0 psi »Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psi Used for Sliding & Overturning I Axial Load Applied to Stem Axial Dead Load Axial Live Load = Axial Load Eccentricity = Design Summary Total Bearing Load ...resultant ecc. 665.0 lbs 400.0 lbs 0.0 in 3,898 lbs 1.07 in Soil Pressure @ Toe = 1,105 psi OK Soil Pressure @ Heel = 845 psi OK Allowable = 3,000 psi Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,580 psf ACI Factored @ Heel = 1,208 psf Footing Shear @ Toe = 3.9 psi OK Footing Shear @ Heel = 2.4 psi OK Allowable = 85.0 psi Reaction at Top = 172.9 lbs Reaction at Bottom = 822.4 lbs Sliding Stability Ratio = 2.05 OK Sliding Calcs Lateral Sliding Force = 822.4 lbs less 100% Passive Force= - 125.0 lbs less 100% Friction Force = - 1,559.3 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5:1 Stability = 0.0 lbs OK [Footing Design Results Toe Factored Pressure = 1,580 Mu' : Upward = 775 Mu' : Downward = 105 Mu: Design = 670 Actual 1 -Way Shear = 3.88 Allow 1 -Way Shear = 85.00 Restrained Retaining Wall Design 1,208 psf 3,486 ft-# 3,239 ft -# 247 ft-# 2.35 psi 85.00 psi Soli Data I Allow Soil Bearing Equivalent Fluid Pressure Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel FootingliSoil Frictior Soil height to ignore for passive pressure Lateral Load ...Height to Top ...Height to Bottom = 3,000.0 psi Method = 35.0 psf/ft = 35.0 psi /ft = 250.0 psi /ft = 0.0 ft = 0.400 = 0.00 in [Uniform Lateral Load Applied to Stem = 8.1 #/ft 6.00 ft = 0.00 ft Concrete Stem Construction Thickness = 8.00 in Wall Weight = 100.0 pcf Stem is FIXED to top of footing Design height Rebar Size Rebar Spacing Rebar Placed at Rebar Depth 'd' Design Data Toe: None Spec'd Heel: None Spec'd Key: No key defined Title : Tukwila Admin Building Job # 23366 Dsgnr: CDS Description.... 6' retaining wall w/ loads Fy f'c Top Support Stem OK 6.00 ft _ # 5 16.00 in Center 4.00 in fb /FB + fa/Fa = 0.000 Mu....Actual = 0.0 ft-# Mn ' Phi Allowable = 3,898.0 ft-# Shear Force @ this height = 0.0 lbs Shear Actual = 0.00 psi Shear Allowable = 85.00 psi Rebar Lap Required = 23.40 in Rebar embedment into footing = Other Acceptable Sizes & Spacings: f c = 2,500 psi Min. As % Toe Width Heel Width Total Footing Width Footing Thickness = ' / ass Date: JUL 22,2003 RetainPro Professional 5.0.6, 10- Feb -99, (c) 1989 -99 Footing Strengths & Dimensions M Fy = 60,000 psi 0.0018 1.00 ft 3.00 4.00 12.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Cover @ Top = 2.00 in ® Btm.= 3.00 in Adjacent Footing Load Adjacent Footing Load Footing Width Eccentricity Wall to Ftg CL Dist Footing Type Base Above /Below Soil at Back of Wall 60,000 psi 2,500 psi Mmax Between Top & Base Stem OK 3.40 ft # 5 16.00 in Center 4.00 in 0.121 470.2 ft-# 3,898.0 ft-# -or- Not req'd, Mu < S ' Fr -or- Not req'd, Mu < S ' Fr -or- No key defined 23.40 in 0.0 lbs 0.00 ft 0.00 In 0.00 ft Line Load 0.0 ft @ Base of Wall Stem OK 0.00 ft # 5 16.00 in Center 4.00 in 0.261 1,016.4 ft-# 3,898.0 ft-# 989.8 lbs 20.62 psi 85.00 psi 6.00 in 1 MC Squared, Inc. Title : Tukwila Admin Building gS 1235 East 4th Ave Job # 23366 Dsgnr: CDS Date: UL 22,2003 Suite 101 Description.... Olympia, WA 98506 6' retaining wall w/ loads Phone: (360)754 -9339 Restrained Retaining Wall Design RetainPro Professional 5.0.6, 10-Feb-99, (c) 1989-99 Summary of Forces on Footing : Slab Is NOT providing sliding, stem is FIXED at footing Forces acting on footing for sliding j, soil pressure.... Sliding Forces Load do Moment Summary For Footing : For Soli Pressure Calcs Stem Shear ® Top of Footing 7 -582.2 lbs Moment ® Top of Footing Applied from Stem = -597.9 ft-0 Heel Active Pressure = -240.2 Sliding Force = 822.4 lbs Surcharge Over Heel = 93.3 lbs 2.83 ft 264.4ft-# Axial Dead Load on Stem = 1,065.0 lbs 1.33 ft 1,420.0ft-# Net Moment User For Soil Pressure Calculations Soil Over Toe = lbs ft ft-0 346.8 tt-N Surcharge Over Toe = lbs ft ft-St Stem Weight = 600.0 lbs 1.33 ft 800.0ft-# Soil Over Heel = 1,540.0 lbs 2.83 ft 4,363.3ft-# Footing Weight = 600.0 lbs 2.00 ft 1,200.0ft-# Total Vertical Force = 3,898.3 lbs Base Moment = 7,449.9ft-# a Cannretia w/ S 6171 Lateral Restraint 172.9 # 8." Concrete w/)@ Th • 16." 8." Concrete w/ #5 @ 16." #0@0.In @Toe #0@0.In @ Heel 1 -4111-1111•74111 4 3'-0" ON- 2" 3" 1 1 Lateral Restraint 172.9 # DL= 665., LL= 400. #, Ecc= 0.1 ri Pp= 125.# 1104.6psf 40.psf I ll. 844.55psf 946.59# ' ^- w,45" J�ifta:�yiy,� �» z ~ z cc J U 0 U O W= J f... • u. W O LL. n u_ a I— 0 F. W Z = t•- 1- O Z I— W uj • 0 O • N D I— • W H � �' O W • U H H O z -� MC Squared, inc. 1235 East 4th Ave Suite 101 Olympia, WA 98506 Phone: (360)754 -9339 Criteria Retained Height = Wall height above soil = Total Wall Height = Top Support Height = Slope Behind Wall Height of Soil over Toe Soil Density Wind on Stem [Surcharge Loads Surcharge Over Heel = 40.0 psf »Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning Axial Load Applied to Stem Axial Dead Load = Axial Live Load = Axial Load Eccentricity = Design Summary Total Bearing Load ...resultant ecc. Soil Pressure @ Toe = 293 psf OK Soil Pressure @ Heel = 676 psf OK Allowable = 3,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 410 psf ACI Factored @ Heel = 947 psf Footing Shear @ Toe = 2.9 psi OK Footing Shear @ Heel = 0.5 psi OK Allowable = 85.0 psi Reaction at Top = 75.1 lbs Reaction at Bottom = 426.0 lbs Sliding Stability Ratio = 1.54 OK Sliding Calcs Lateral Sliding Force = less 100% Passive Force= - less 100% Friction Force = - Added Force Req'd = ....for 1.5:1 Stability = LFootin Desi Results Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1 -Way Shear Allow 1 -Way Shear Toe 410 237 105 132 2.92 = 85.00 4.00 ft 0.00 ft 4.00 ft 4.00 ft 0.00: 1 0.00 in 110.00 pcf 0.0 psf 0.0 lbs 0.0 lbs 0.0 in 1,333 lbs 2.18 in 426.0 lbs 125.0 lbs 533.0 lbs 0.0 lbs OK 0.0 lbs OK Restrained Retaining Wall Design 947 psf 508 ft-# 518 ft-it 10 ft-# 0.50 psi 85.00 psi Soil Data r Allow Soil Bearing = 3,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 psf /ft Toe Active Pressure = 35.0 psf /ft Passive Pressure = 250.0 psf /ft Water height over heel = 0.0 ft FootingilSoil Frictior = 0.400 Soil height to ignore for passive pressure = 0.00 in Uniform Lateral Load Applied to Stem II Lateral Load ...Height to Top ...Height to Bottom Concrete Stem Construction Thickness = 8.00 in Wall Weight = 100.0 pcf Stem is FIXED to top of footing Design height Rebar Size Rebar Spacing Rebar Placed at Rebar Depth 'd' Design Data 0.0 #/ft 0.00 ft = 0.00 ft Title : Tukwila Admin Building 78/8 Job # 23366 Dsgnr: CDS Date: JUL 22,2003 Description.... 4' ret wall Fy f'c Top Support Stem OK 4.00 ft _ # 5 16.00 in Center 4.00 in RetainPro Professional 5.0.6, 10- Feb -99, (c) 1989 -99 Footing Strengths & Dimensions 1 f'c = 2,500 psi Fy = 60,000 psi Min. As % = 0.0018 Toe Width = 1.00 ft Heel Width = 1.75 Total Footing Width = 2.75 Footing Thickness = 12.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Cover @ Top = 2.00 in ® Btm.= 3.00 in Adjacent Footing Load r Adjacent Footing Load Footing Width Eccentricity Wall to Ftg CL Dist Footing Type Base Above /Below Soil at Back of Wall 60,000 psi 2,500 psi Mmax Between Top & Base Stem OK 2.27 ft # 5 16.00 in Center 4.00 in fb /FB + fa/Fa _ 0.000 Mu....Actual = 0.0 ft-# Mn ' Phi Allowable _ 3,898.0 ft-# Shear Force @ this height = 0.0 lbs Shear Actual = 0.00 psi Shear Allowable _ 85.00 psi Rebar Lap Required = 23.40 in Rebar embedment into footing = Other Acceptable Sizes & Spacings: Toe: None Spec'd -or- Not req'd, Mu < S Fr Heel:None Spec'd -or- Not req'd, Mu < S Fr Key: No key defined -or- No key defined 0.035 137.1 ft-# 3,898.0 ft -# 23.40 in 0.0 lbs 0.00 ft 0.00 in 0.00 ft Line Load 0.0 ft @ Base of Wall Stem OK 0.00 ft # 5 16.00 in Center 4.00 in 0.076 297.1 ft-it 3,898.0 ft-# 434.9 lbs 9.06 psi 85.00 psi 6.00 in 1 • MC Squared, Inc. 1235 East 4th Ave Suite 101 Olympia, WA 98506 Phone: (360)754.9339 Title ; Tukwila Admin Building 8$ Job # 23366 Dsgnr: CDS Date: UL 22,2003 Description.... 4' ret wall Restrained Retaining Wall Design RetainPro Professional 5.0.6, 10- Feb -99, (c) 1989-99 ` Summary of Forces on Footing : Slab is NOT providing sliding, stem is FIXED at footing Forces acting on Tooting for sliding 1 soil pressure.... Sliding Forces Load & Moment Summary For Footing : For Soil Pressure Calcs Stem Shear a Top of Footing = -255.8 lbs Moment ® Top of Footing Applied from Stem = -174.8 ft -# Heel Active Pressure = -170.2 Sliding Force = 426.0 lbs Surcharge Over Heel = 43.3 lbs 2.21 ft 95.7 ft -# Axial Dead Load on Stem = lbs ft ft - Net Moment User For Soil Pressure Calculations Soil Over Toe = lbs ft ft - -241.9 ft-# Surcharge Over Toe = lbs ft ft - Stem Weight = 400.0 lbs 1.33 ft 533.3ft -# Soil Over Heel = 476.7 lbs 2.21 ft 1,052.6ft -# Footing Weight = 412.5 lbs 1.38 ft 567.2ft -# Total Vertical Force = 1,332.5 lbs Base Moment = 2,074.1 ft -# 8" Lateral Restraint 75.09 # I 8." Concrete w/ $1561) 6." 8." 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AV,G0 I t tiO A G1 ( k.le Opaque Walls' Applicant Name: " J sS d B X2..-1 9 Below Grade Walls ` 7t n � Applicant Phone: - too - '"1 `t' 3 63 U( I "- it Floors Over Unconditioned Space Slabs -on -Grade : 1 0 Radiant Floors Maximum U- factors Opaque Doors 0 . r0 Vertical Glazing 01 69 Overhead Glazing Maximum SHGC (or SC) Vertical /Overhead Glazing 1 Project Info Project Address TU kW j is f" r:` vhly1 ( I Gt �r, . `% Date /� 2 2 J ,4o . 1 H k ft" G Y.- ' t i For Building, nt Use :•tr, 1 'tiK • !, n F1 U i3 2 .(. 2003 ;..,,., ...E•,, �,. AV,G0 I t tiO A G1 ( k.le Applicant Name: " J sS d B Applicant Address: .. / m 19) G / Q Q f - J W Cl r u '- ` 7t n � Applicant Phone: - too - '"1 `t' 3 63 U( I "- it CITY OF TUKWILA Envelope Summary Climate Zone 1 ENV -SUM 2001 Washington State Nonresidential Energy Code Compliance Forms Er New Building Addition El Alteration 0 Change of Use Project Description Compliance Option Prescriptive [I Component Performance (See Decision Flowchart (over) for qualifications) [] ENVSTD 2.1 0 Systems (4.0 not acceptable) Analysis Space Heat Type Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque Concrete /Masonry Option O Electric resistance • All other (see over for definitions) Total Glazing Area (rough opening) (vertical & overhd) Electronic version: these values are automatically taken from ENV -UA -1 Gross Exterior divided by Wall Area times 100 equals % Glazing 70 X100= Zh9 f� O yes • no Check here if using this option and if project meets all requirements for the Concrete /Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below. i Seml- heated space Minimum Insulation R- values Roofs Over Semi - Heated Spaces 1. Assemblies with metal framing must comply with overall U- factors 2. Refer to Section 1310 for qualifications and requirements r Notes: r. M 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 z 9.0 Btu /ft °F below (other walls must meet Opaque Wall requirements). Use descriptions and value from Table 20 -5b in the Code Wall Description (including insulation R -value & position U- factor APPROVED fl Er - 2 2003 n Building Division • First Edition. June 2001 art1�1.�I�w4iIi ",", ,,y,. =,5 r.,:,,, ;...:,., �ru�- ��7i.7'ar: + �A.' `�.�'�:. I 1�.�t�4 � "uLl:l,,., L+- a..°.�hana•i:t SntM.w .. . All Insulating Installed? Opague Wal R -11 Masonry Wall (int) U -0.19 Masonry Wall(other) U -0.25 Below Grd Wall (exl) R -10 Below Grd Wall (oth) R -11 Roof Over Attic R -30 All Other Roof R -21 Raised Floor R -19 Slab -On -Grade R -10 Radiant Floor R -10 Opaque Door U -0.60 Glazing Criteria Met? Glazing Vert OH 1.00 Area % Wal UVal SHGC 0 -10% 0.90 1.45 1.00 10-15% 0.75 1.40 1.00 15-20% 0.65 1.30 0.60 20-25% 0.60 1.30 0.65 All Insulating Installed? Opague Wall R -11 Below Grd Wall (ext) R -10 Below Grd Wall (oth) R -11 Roof Over Attic R -30 All Other Roof R -21 Raised Floor R -19 Slab- On-Grade R -10 Radiant Floor R -10 Opaque Door U 0.60 Glazing Criteria Met? Glazing Vert OH Radiant Floor Area % UVat Wal SHGC 0 -15% 0.90 1.45 1.00 15-20% 0.75 1.40 1.00 20-30% 0.65 1.30 0.65 30-40% 0.60 1.30 0.45 All Insulating Installed? Metal Framed Wall U0.062 Other Opaque Wal R -19 Masonry Wall (int) U -0.19 Masonry Wall(other) U.0.25 Bebw Grd Wal (eat) R -10 Below Grd Wal (oth) R -19 Roof Over Attic R -38 M Other Roof R -30 Raised Floor R -30 Slab-On -Grade R -10 Radiant Floor R -10 Opaque Door U-0.60 Glazing Criteria Met? Glazing Vert OH 100 Area % Wal UVa1 SHGC 0 -20% 0.40 0.80 1. 00 Al Insulating Installed? Metal Framed Wall U -0 .002 Other Opague Wall R -19 Below Grd Wall (eat) R -10 Below Grd Wall (oth) R -19 Roof Over Attic R -38 All Other Roof R -30 Raised Fbor R -30 Slab -On -Grade R -10 Radiant Floor R -10 Opaque Door U 0.60 Glazing Criteria Met? Glazing Vert OH Area% Olaf Wal SHGC 0-20% 0.40 0.80 100 CITY OF TUKWILA Envelope Summary (back) Climate Zone 1 ENV -SUM 2001 Washington State Nonresidential Energy Code Compliance Forms Decision Flowchart for Prescriptive Option 1 302 Space Heat Type: For the purpose of determining building envelope requirements, the following two categories comprise all space heating types: Other: All other space healing systems including gas, solid fuel, oil, and propane space heating systems and those systems listed in the exception to electric resistance. (continued at right) Use this flowchart to determine if project qualifies for the optional Prescriptive Option. if not, either the Component Performance or Systems Analysis Options must be used. Electric Resistance: Space heating systems which use electric resistance elements as the primary heating system including baseboard, radiant, and forced air units where the total electric resistance heat capacity exceeds 1.0 Wlft of the gross conditioned floor area. Exception: Heat pumps and terminal electric resistance heating in variable air volume distribution systems. Y Yes Yes No 0 No Yes Yes No Yes Yes N o Building Division • - Concrete /Masonry Option* Assembly Description N/a • Wall Heat Capacity (HC) Assy.Tag Prescriptive Path Allowed Component Performance ► or Systems Analysis Required HC" Totals Area (sf) Area weighted HC: divide total of (HC x area) by Total Are V HC x Area Yes Yes No No No First Edition, June 2001 Yes Yes No if the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. **For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 1009. i+ rr. i 1/%1;3i., Project Address Date Auot U S - 7_ 00 3 Space Heat Type 0 Electric resistance • All other For Building epartment Use Glazing Area as % gross exterior wall area Prop. Max.Target Concrete /Masonry Option 0 Yes • No Notes: If 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 for correct values. Building Component List components by assembly ID & page # Proposed UA U- factor x Area (A) = UA (U x A) U- factor Target UA x Area (A) = UA (U x A) rn c > 5 U= U= U= U= U= U= U= Plan ID: Plan ID: Plan ID: Plan ID: Plan 1D: Plan ID: Plan ID: 0.(a0 910 5 O, (oO q 7O S?Z Glazing % Electric Resist. Other Heating 0 -15% 0.40 0.90 >15 -20% 0.40 0.75 >20 -30% not allowed • 0.60 >30 -40% not allowed 0.50 (see Table 13 -1 for ConclMasonry values) Overhead Glazing 8 d 0 U= U= U= U= Plan ID: Plan ID: Plan ID: Plan ID: Glazing % 0 -15% >15 -20% Electric Resist Other Heating 0.80 1.45 0.80 1.40 not allowed 1.30 not allowed 1.25 -1 for Conc/Masonry values) ,i 0 8 U= U= U= U= Plan ID: Plan ID: Plan ID: Plan ID: >20 -30% >30 -40% (see Table 13 ' g I! to 8 0 U= U= U= Plan ID: Plan ID: Plan ID: O.5D 03 31,S" O. (o0 63 31.8 Electric Resist. 0.60 'Other Heating 0.60 o �3 c ' R= R= R= Plan ID: Plan ID: Plan ID: 0.033 $5`F3. 7 231.1 0.0362 854.3.7 30 7. Co Electric Resist. 0.031 Other Heating 0.036 43 4 $ 8 0 R= R= R= Plan ID: Plan ID: Plan ID: Electric Resist. 0.034 Other Heating 0.050 in To a) a co 0. o R= Plan ID: R= Plan ID: Pl ID R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: Plan ID: "Note: sum of Target Areas here should equal D.0S7 33Zs7 113. I Target Opaque Wall Area (see back) 0 ** ** 33$ 7 474. 2 . Ordinary Conc(int) Conc(oth) Electric Resist. 0.062 0.19 0,25 • Other Heating 0.14 0.19 ..0.25 . °' WI 0 3 m o c9 R= Plan ID: R= Plan ID: R= Plan ID: Note: if insulated to levels required for opaque walls, list above with opaque walls Electric Resist. 0.062 Other Heating 0.14 0 - o 0 g Li- m R= R= R= R= Plan ID: Plan ID: Plan ID: Plan ID: Electric Resist, 0.029 Other Heating 0.056 4 - o, R= R= R= R= Plan ID: Plan ID: Plan ID: Plan ID: n. 4- 2 21 095'1 #2h t S ! Electric Resist. Other Heating F =0.54 F =0.54 . (see Table 13 -1 for radiant floor values) 'For CMU walls, indicate core insulation material. For compliance: Totals'' 338 7 ' 1 3)1,5 - Totals'' 3 3g )+ 7 3�}.� 1 { CITY OF TUKWILA Envelope UA Calculations Climate Zonel E NV -UA 2001 Washington State Nonresidential Energy Code Compliance Forms roposed To Area as equal Target I otat Area, Ki65xi.1`< EQMeV Buildin • Division First Edition, June 2001 9g1,:!1:MgY Glazing List com.onents b assembl ID & •a•e # Proposed SHGC SHGC* x Area A = SHGC x A Target SHGC SHGC x Area A = SHGC x A Glazing ID: UL) in• 043 ID: ID: ID: ID: ID: b • %0 6 17 0 - 7 ) - J . • • 0 • 0 Glazing % Electric Resist. Other Heating 0 -20% 1.00. 1.00 >20 -30% not allowed 0.65 >30-40% not allowed 0.45 (see Table 13 -1 for Conc./Masonry values) 'Note: Manufacturer's SC may be used in lieu of SHG( Totals 970 — 7G Totals) of 70 I lC CITY OF TUKWILA Climate Zone 1 ENV -SHGC 2001 Washington State Nonresidential Energy Code Compliance Forms NOTE: Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM1) exceeds the maximum allowed in Table 13 -1, then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Glazing Area OG= Opaque Area Gross Exterior Wall Area I Roofs over Attics Other Roofs Walls' Proposed Areas: Numbered values are used in calculations below. X Rods over Attics Max Glazing Area (Table 13-1) IOG= T Other Roofs For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A 100 IVG= =1 Walls Matdmum Target Glazing Area Area in Other Roofs Pr s e Area Pro s d G Area y Target OG Aren't -I Target Opaque Area Proposed Opaque Area ( - I ' - Proposed VG Area Tartlet VG Area Target Opaque Area 1 Note: If there Is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. Target values in shaded boxes are used in the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above. Buildin • Division rr :yw.ty , ;.4 :rn?:!a�fi'>tY?'+ T'T4..� rS}t r tFr: tRtiiSN'ti?'.�;l�MrfF�i 4'v First Edition, June 2001 Note: OG = overhead glazing VG = vertical glazing For Target OG's, the lesser values are used both here and below. I Target Areas OK I Building Permit Plans Checklist ENV -CHK 2001 Washington State Nonresidential Energy Code Compliance Fors First Edition, June 2001 Project Address Date The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Requires Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed 1302 Space heat type: &&AS If "Other', indicate on plans that electric resistance heat is not allowed Semi- heated spaces Identified on plans if allowed 1 NA 1310.2 Semi - heated spaces 1311 Insulation Y rs it 1311.1 Insul. Installation Indicate densities and clearances A4 JD �/ ,I e S 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced belts A410 Ye 1311.3 Wall insulation Indicate R -value on wall sections; Indicate face stapling of faced baits; Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD; A 020 NA 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow through foundation vents J 7 eS 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected ft1 • )O `' NA 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official I, ea �/ el 1312 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area A L) 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low -e coatings, gas fillings /'q ot,N, eAt•46* ANS 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) 1313 Moisture control �/ s l Y� 1313.1 Vapor retarders Indicate vapor retarders on warm side - p R AT O 1. Pair Sp c- 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate yap. retard. with sealed seams for non -wood struc. �P ` A , 1313.3 Wall vapor retarder Indicate vapor retarder on wall section se._ yo3 1313.4 Floor vapor retarder Indicate vapor retarder on floor section SpCL, NA 1313.5 Crawl space yap. ret. Indicate six mil black polyethylene overlapped 12" on ground 1314 Air leakage 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping Aoti2 1314.2 Glazing /door sealing Indicate weatherstripping 41%Cotb 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing Al ion PRESCRIPTIVE /COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD 2.1 screen 1 output if necessary CITY OF TUKWILA Building Division If "no" Is shown for any ques ion, provide explanation: Yi CITY OF TUKWILA Buildin • Division Envelope - General Requirements 1311 Insulation 1311.1 Installation Requirements: Al insulation materials shall be installed according to the manufacturer's instructions to achieve proper densities, maintain clearances, and maintain uniform R- values. To the maximum extent possible, insulation shall extend over the full component area to the intended R- value. 1311.2 Roof /Ceiling Insulation: Open -blown or poured loose- fill insulation may be used in attic spaces where the slope of the ceiling is not more than 3/12 and there is at least thirty inches of clear distance from the top of the bottom chord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Where lighting fixtures are recessed into a suspended or exposed grid ceiling, the roof /ceiling assembly shall be Insulated in a location other than directly on the suspended ceiling. Exception: Type IC rated recessed lighting fixtures. Where installed in wood framing, faced batt insulation shall be face stapled. 1311.3 Wall Insulation: Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding walls. When installed in wood framing, faced batt insulation shall be face stapled. Above grade exterior insulation shall be protected. 1311.4 Floor Insulation: Floor insulation shah be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is not more than twenty -four inches on center. Installed insulation shall not !Jock the airflow through foundation vents. 1311.5 Slab-On-Grade Grade Floor: Slab -on -grade insulation installed inside the foundation wall shall extend downward from the top of the slab a minimum distance of twenty-four inches or to the top d the footing, whichever is less. Insulation installed outside the foundation shall extend downward a minimum of twenty-four inches or to the frostline, whichever is greater. Above grade insulation shall be protected. Exception: For mondithic slabs, the insulation shall extend downward from the top of the slab to the bottom of the footing. 1311.6 Radiant Floors (on or below grade): Slab -on -grade insulation shall extend downward from the top of the slab a minimum distance of thirty -six inches or downward to the top of the footing and horizontal for an aggregate of not less than thirty -six inches. If required by the building official where soil conditions warrant such insulation, the entire area of a radiant floor shall be thermally isolated from the soil. Where a soil gas control system is provided below the radant floor, which results in increased convective flow below the radiant floor, the radant floor shall be thermally isolated from the sub -floor gravel layer. 1312 Glazing and Doors 1312.1 Standard Procedure for Determination of Glazing and Door U- Factors: U- factors for glazing and doors shall be determined, certified and labeled in accordance with Standard RS -31 by a certified independent agency licensed by the National Fenestration Rating Council (NFRC). Compliance shall be based on the Residential or the Nonresidential Model Size. Building Permit Plans Checklist 2001 Washington State Nonresidential Energy Code Compliance Forms ENV -CHK First Edition, June 2001 Product samples used for U- factor determinations shall be production line units or representative of units as purchased by the consumer or contractor. Unlabeled glazing and doors shall be assigned the default U -factor in Section 2006. 1312.2 Solar Heat Gain Coefficient and Shading Coefficient: Solar Heat Gain Coefficient (SHGC), shall be determined, certified and labeled in accordance with the National Fenestration Rating Council (NFRC) Standard by a certified, independent agency, licensed by the NFRC. Exception: Shading coefficients (SC) shall be an acceptable alternate for compliance with solar heat gain coefficient requirements. Shading coeffidents for glazing shall be taken from Chapter 27 of Standard RS-27 or from the manufacturer's test data. 1313 Moisture Control 1313.1 Vapor Retarders: Vapor retarders shall be installed on the warm side (in winter) of insulation as required by this section. Exception: Vapor retarder installed with not more than 1/3 of the nominal R -value between it and the conditioned space. 1313.2 Roof /Ceiling Assemblies: Roof /ceiling assemblies where the ventilation space above the insulation is less than an average of twelve inches shall be provided with a vapor retarder. Roof /ceiling assemblies without a vented airspace, where neither the roof deck nor the roof structure are made of wood, shall provide a continuous vapor retarder with taped seams. Exception: Vapor retarders need not be provided where all of the insulation is installed between the roof membrane and the structural roof deck 1313.3 Walls:Walls separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.4 Floors: Floors separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.5 Crawl Spaces: A ground cover of six mil (0.006 inch thick) black polyethylene or approval equal shall be laid over the ground within crawl spaces. The ground cover shall be overlapped twelve inches minimum at the joints and shall extend to the foundation wall. Exception: The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab floor with a minimum thickness of three and one -half inches. 1314 Air Leakage 1314.1 Building Envelope: The requirements of this section shall apply to building elements separating conditioned from unconditioned spaces. Exterior joints around windows and door frames, openings between walls and foundation, between walls and roof and wall panels; openings at penetrations of utility services through walls, floors, and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed, or weatherstripped to limit air leakage. 1314.2 Glazing and Doors: Doors and operable glazing separating conditioned from unconditioned space shall be weatherstripped. Fixed windows shall be tight fitting with glass retained by stops with sealant or caulking all around. Exception: Openings that are required to be fire resistant. 1314.3 Building Assemblies Used as Ducts or Plenums: Building assemblies used as ducts or plenums shall be sealed, caulked, and gasketed to limit air leakage. A �ti Project Info Project Address 4414 So. 144th Street Watts/ Fixture Watts Proposed Date 7/18/2003 2 -lamp parabolic w /T8 and Electronic ballast Tukwilla, WA 61 . 0 #VALUE ! For Building Department Use RECEIVED CITY OF TIIKWILA AUG 2 1 2003 PERMIT CENTER 1 -lamp 32w open conpact fluorescent UNLIMITED 37.0 #VALUE! Applicant Name: HULTZ /BHU ENGINEERS UNLIMITED 61 . 0 ApplicantAddress: 2407 N. 31ST STREET SUITE 200. TACOMA 98407 Applicant Phone: 253- 383 -3257 Toilets 2 -lamp wall bracket w /T8 and Electronic ballast Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures are new, and installed lighting wattage is not being increased Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Office 2 -lamp parabolic w /T8 and Electronic ballast UNLIMITED 61 . 0 #VALUE ! Open Parking 1 -lamp 32w open conpact fluorescent UNLIMITED 37.0 #VALUE! Outdoor Areas 2 -lamp wall bracket w /T8 and Electronic ballast UNLIMITED 61 . 0 #VALUE ! Storage 2 -lamp industrial w /T8 and Electronic ballast UNLIMITED 61.0 #VALUE ! Toilets 2 -lamp wall bracket w /T8 and Electronic ballast UNLIMITED 61 . 0 #VALUE ! Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts 1 -lamp 32w open conpact fluorescent UNLIMITED 37.0 #VALUE! Loft 2 -lamp industrial w /T8 and Electronic ballast UNLIMITED 61.0 #VALUE! Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts #VALUE ! Location Description Allowed Watts per ft or per If Area in ft (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking NA 0.2 W /ft Open Parking NA 0.2 W /ft Outdoor Areas NA 0.2 W /ft Bldg. (by facade) NA 0.25 W /ft Bldg. (by perim) BLDG PERIMETER 7.5 W /If 410.0 3075.0 Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts 3075. 0 .� •. 1994 t!"zshington State Nonresidential Energy Code C- " " °Nliance Form Lighting Summary LTG -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms June, 1995 Project Description New Building ❑ Addition ❑ Alteration Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Maximum Allowed Lighting Wattage (Interior) Location (floor /room no.) Office Loft Occupancy Description OFFICE /ADMIN STORAGE COY VF TINMEA TOILET ROOMS APPROVED MECHANICAL ROOM me -- 2 7003 ** From Table 15 -1 (over) - do �J I t :'J cu II * tigt I.TG -LPA Allowed Watts per ft UNLIMITED UNLIMITED UNLIMITED UNLIMITED Area in ft Total Allowed Watts Allowed x Area #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! COPY Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Maximum Allowed Lighting Wattage (Exterior Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Soffit 32W CF With Electronic ballast 5 37.0 185.0 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 185.0 Of ."0 1994 V,lhington State Nonresidential Energy Code Cc lance Form Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Lighting Permit Pla Checklist 1994 Washington State Energy Code Compliance Forms LTG -CHK June, 1995 Project Address 4414 So. 144th Street Date 7/18/2003 The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type, indicate locations E201 yes 1513.2 Area controls Maximum limit per switch E20i yes 1513.3 Daylight zone control Schedule with type and features, indicate locations yes vertical glazing Indicate vertical glazing on plans E201 n.a. overhead glazing Indicate overhead glazing on plans NA n.a. 1513.4 Display /exhib /special Indicate separate controls E201 1513.5 Exterior shut -off Schedule with type and features, indicate location no (a) timer w /backup Indicate location NA yes (b) photocell. Indicate location E2.1 1513.6 Inter. auto shut -off Indicate location yes 1513.6.1 (a) occup. sensors Schedule with type and locations E201 n.a. 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans NA yes Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture n.a. Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency 1994 VWshington State Nonresidential Energy Code Cr lance Form If "no" is circled for any question, provide explanation: Project Info Project Address - n416(4.1 , 10 , AA Bi c t, Date 8/20/03 spi 4640 S. 144th Street Flow Control For Building Dept. Use RE rITV OF Ti IKWILA AUG 2 1 2003 PERMIT CENTER Location Tukwila, WA 98168 see schedule on plans Applicant Name: aJSS Ds Applicant Address: 724 Columbia Street NW Applicant Phone: 360 - 943 -4650 Fan Equipment Schedule Equip. ID Brand Name' Model No. CFM spi HP /BHP Flow Control Location of Service Location see schedule on plans see schedule on plans Cooling Equipment Schedule Equip. ID Brand Name' Model No. Capacity Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV Location see schedule on plans Heating Equipment Schedule Equip. ID Brand Name' Model No) Capacity Btu/h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency see schedule on plans Mechanical Summa • MECH -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms 1994 Waszin ton State Nonresidential Ener• Code Come "w Form Project Description Briefly describe mechanical system type and features. Four Pipe Fan Coil, Central Chiller and Gas Fired Boilers Compliance Option Q Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. 'If available. 2 As tested according to Table 14-1, 14-2 or 14-3. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). crf Of TIIKIVIA 'A�BIWJF'.�X.!'.it1F +�Y1 DEC - 2 2oo3 A s 9!�'Llh'MY , FILE COPY 03 June, 1995 .tudw..Wirp.,, Project Address l , . J I \6 pv M ('1 [(LOA Date 8/20/03 The following additional information is necessary to check a mechjjial permit application for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH -CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable alternative. For Building Department Use Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY no 1431.1 Field assem. sys. 'Provide calculations I I 1432 Controls yes 1432.1 Setback & shut -off Indicate separate systems or show isolation devices on plans M401 1432.2 Temp. reset control yes 1432.2.1 Air systems Indicate automatic reset spec n.a. 1432.2.2 Hydronic systems Indicate automatic reset spec yes 1433 Economizers Indicate economizer on equipment schedule or provide calculations to justify exemption M401 yes 1434 Separate air sys. Indicate separate systems on plans M401 no 1435 Simul. htg. & clg. Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified Other n.a. 1436 Heat recovery Indicate heat recovery on plans; complete and attach heat recovery calculations yes 1437 Elec. motor effic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency spec n.a. 1438 Variable flow sys. Indicate variable flow on fan and pump schedules 1994 Wasbin ton State Nonresidential Ener• Code Com - lice Form Mechanical - Cornpl. Systems Checklist 1994 Washington State Energy Code Compliance Forms • MECH -COMP June. 1995 no Is clrciea for any question, provide exp anation: Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete information on the requirements. Section 1432.2 'lot Water Supply Temperature Rest Controls Required /Capacity of NW' es bleating System Greater Than / 600,000 Btuh? / No Section 1411.1 Equipment Perf. Shall Meet Tables 14 -1 through 14 -: V Section 1431.1 Field- \\ Yes Calculations of Assembled 1> -to- Total On -site Enet \,Equipment2' Input & Output Required Nof — V Air No System 1 — Serving Multiple Zones Yes Section 1432.2.' Supply Air Reset Controls Required (continued on back) Z I • W O 0 co o • w J = F-- N W W � • } g J ur = W Z� I— O Z W • W U � O Y � H W W I— H u O Z W U = O Z Project Address -mot' I/ 11 (� 1 n ( 1��� - ' QC _ D 8/20/03 The following information is necessary to check a mechanical pit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance no 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency M102 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans M401 yes • .1412.2 Deadband control Indicate 5 degree deadband minimum M101 no 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types spec yes 1412.4.1 Dampers Indicate damper location and automatic controls M401 n.a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule n.a. 1412.6 Combustion htg. Indicate modulating or staged control yes 1412.7 Balancing Indicate balancing features on plans spec yes 1422 Thermostat interlock Indicate thermostat interlock on plans M101 yes 1423 Economizers Equipment schedule M102 1413 Air economizers yes 1413.1 Operation Indicate 100% capability on schedule 14102 yes 1413.2 Control Indicate controls able to evaluate outside air spec n.a. 1413.3 Integrated operation Indicate capability for partial cooling 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary spec yes 1414.2 Duct insulation Indicate R -value of insulation on duct spec yes 1415.1 Piping insulation Indicate R -value of insulation on piping spec yes 1424 Separate air sys. Indicate separate systems on plans spec yes Mech. Sum. Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. yes 1441 Elec. water heater Indicate R -10 insulation under tank no 1442 Shut -off controls Indicate automatic shut -off 1450 Heated pools n.a. 1452 Pool water heaters Indicate not electric resistance n.a. 1453 Pool heater controls Indicate switch and 65 degree control n.a. 1454 Pool covers Indicate vapor retardant cover n.a. 1454 Pools 90+ degrees Indicate R -12 pool cover 1994 Wa°bin ton State Nonresidential Ener• Code Corn nce Form Mechanical Permit • .ns Checklist 1994 Washington State Energy Code Compliance Forms • MECH -CHK June, 1995 no is circiea for any question, proviae explanation: It 1p June 23, 2004 r Joanna Spencer Senior Plan Reviewer City of Tukwila Public Works 6300 Southcenter Blvd. Tukwila, WA 98188 Dear Joanna: PROJECT BACKGROUND B DOARTE VANT RECEIVED TUK PUBLIC WI 4RKS RE: Tukwila School District Administration Building; City of Tukwila Permit Number D03 -259 (BJSS DB #23032) Interceptor Trench Status and Approval of Proposed Revisions The purpose of this letter is to provide supplemental engineering information in support of record revisions proposed to the Tukwila School District Administration Building permit drawings. A Construction History: As an erosion control measure during construction, an interceptor trench and temporary pump system was provided by the contractor. The trench was installed after the entire site had been cleared. In the winter of 2004, more drainage was being temporarily directed toward the east property line. The interceptor trench was a solution implemented by the contractor to collect and divert drainage under these temporary conditions. A Pre - Development Conditions: The total site area south of the existing northerly parking lot is about 0.5 Acres. In the pre - developed conditions, two buildings and landscaped area occupied the site. Approximately 0.17 ac (7350 sf) of existing landscaped area generated surface water runoff that naturally sheet flowed towards the east property line. A Post - Development Conditions: In the post - developed condition, most of the site is covered with a new 9,700 sf building (roof footprint area). Most of the site stormwater is collected into new catch basins and roof drains. Approximately 0.08 ac (3120 sf) of proposed landscaped area would generate runoff that would naturally continue to sheet flow in east direction. In the post - developed condition, there is almost 20% less area being directed towards the east property line. • KCSWDM Core Requirements: The original proposal to continue sheet flow of a limited area towards the east property line met the core requirement to maintain the natural discharge location. In addition, the amount of surface water runoff heading towards the east property line has been reduced. This appears to have been an improvement to the overall drainage system and appears to be a benefit to the immediate downstream condition. REVISION HITECTURE M.. l„ _•. 00 • Seattle, Washington 98104 206.340.1552 • F 206.340.0412 JUN 2 9 2004 �S% 'w tr.,A, im: ZUA� , 2t, lF, ?' `.�;3,Ai �k%i a Joanna Spencer June 22, 2004 Page 2 PROPOSED REVISIONS Since the natural course of drainage was towards the east, we considered abandoning the trench, not installing the pump, and letting drainage continue to sheet flow to the east. We discussed this option with the City Inspector and understand his concerns. Since the contractor has installed the trench and the Owner does not want to take the trench out, the contractor proposes to leave the interceptor trench as is and install the pump. The proposed revisions require the City's approval of the more angular material installed in approximately 50% of the trench. Since the trench is not an infiltration trench per KCSWDM, and clean larger rock with less than 5% fines was provided in 100% of the trench, we propose acceptance of the more angular rock material as placed. See attached SKCO1 and SKCO2 for proposed revisions. LIMITATIONS This narrative and attached revision sketches are provided by a Registered Professional Engineer in the State of Washington who is not the Engineer of Record for the Administration Building site work. The proposal to leave the temporary interceptor trench at the east property line was based on limited review of permit drawings and limited communications with the inspector, the plan reviewer, the contractor, and the owner. This engineering review has been provided solely for the purpose of evaluating drainage conditions and proposing a solution regarding the status of the interceptor trench. Responsibility for the original design of the trench and all other sitework shown on the permitted drawings shall remain with the Engineer of Record. Thank you for considering our proposal. Sincerely Yours, BJSS Duarte Bryant ca. a irittiow Patricia A. Barlow, PE Site Civil Studio Lead Enclosure cc: Ana Allison, Heery International Michael Pellitteri, Pellco Construction D�JAR �E �$R - Y - AN lYz s.�,i,ksi: ku`dli�'i>si.ef `51.., ,:}r� .l�i::vd . i •...`��(ui u::�.. w • 1. Revisions shown reflect record information provided by contractor and inspector. Information shown, record or otherwise has not been field verified by BJSS Duarte Bryant SSM RIM= IE =z IE= W 0.4' • UNE a o PROP 76.82 9.22 (MANE) -N 9.12 (PWC -'SE) WALT. . PROP t9 � i ���r Revisions: AA 6/23/04 Revisions to material provided in trench and approximate locations. Revisions noted by BJSS Duarte Bryant. \.4 MCIUCM . JOB TITLE TUKWILA ADMIN BLDG INTERCEPTOR TRENCH . M d d► 'ia M a. p 100111 � MO ..1 OWNS . --. - _.* . .r... p ---fir• wt ••■••■ Now r •r....r• MC SQUARED z rq ri /1"' rt i is __ gMAIM-. e1, rt"'�W.-, :g. o-c k i'b Yr3 °- �d +',4�"` i; ?Y: ' %t't ' j'ai4 °.;rrJT "f.,n;, ,. r.• rr IAMY.t1r1�Y��• .w.s.�..r.�wwnrR+T.. STRUCTURAL, *FOUNDATION #CIVIL ENGINEERS 1235 EAST 4TH AVE, SUITE 101 OLYMPIA, WA 98506 (360) 754 -9339 SHEET NO D 0 1 2 1. Revisions shown reflect record informa on provided by contractor and inspector. Information shown, record or otherwise, has not been field verified by BJSS Duarte Bryant. ;. 2. Material A was provided in 50% of interceptor trench. Material B was provided in 50% of trench. See SK02 for proximate locations. EXPIRES 5/31/05 DATE 12- 16 -03._ SCALE AS— S11011N JOB NO. 23366 SI;IIEET NO. GRASS OR LANDSCAPE PER L -SCAPE PLANS EXTEND TRENCH 6" MIN INTO GLACIAL TILL OR IMPERVIOUS LAYER • PERF PIPE, 6" PVC, IE PER PLANS NOTE PLACE CLEANOUT EA, END OF TRENCH. SEE PLANS. GRANULAR FILL OVER FILTER FABRIC „----TRENCH DRAIN WALL MIRAFI 140N FILTER FABRIC TO PREVENT SOIL CONTAMINATION INT. TRENCH /CUTOFF DRAIN NO SCALE IN T TRENCF1.D.2i0 Revisions: U 6/23/04 MN _ k* w . . _ .Yank /•••••• r ...., Revisions to material provided in trench and approximate locations. Revisions noted by BJSS Duarte Bryant .. WO w!.� -- •■•• •••••••••••11 MC SQUARED s ry C U lid► t7 IL''l` ri?; aryl 1235 EAST 4TH AVE, SUITE 101 OLYMPIA, WA 98506 (360) 7S4 -9339 Iro REFERENCE SHEET C -2, CDO1 Joe TITLE TUKWILA ADMIN BLDG INTERCEPTOR TRENCH AMMO DESIGN BY ► U # FOUNDATION # lB E(G ERS DRAWN BY NO SCALE ( D1 2 . 3 1 0 + e4o2 oanna Spencer - Tukwila School District ,J Page 1 From: "PETER BECKWITH" < PETER @kenyondisend.com> To: <jspencer @ci.tukwila.wa.us> Date: 7/28/04 10:21 AM Subject: Tukwila School District Ms. Spencer, I received your fax regarding whether a school district is exempt from performance of a maintenance bond per RCW 35A.21.250. Unfortunately yes. A school district is a subdivision of a state agency and therefore under the statute is exempt. If you have any more questions do not hesitate to ask. Peter B. Beckwith Kenyon Disend, PLLC The Municipal Law Firm 11 Front Street South Issaquah, Washingtion 98027 Phone: 425/392 -7090 Fax: 425/392 -7071 Peter @kenyondisend.com 0 \0 0-„ l se, vv-cca +0 D Q3-42 i\ J �S D oi -025-` To:.70 -ei . eC GO i•-+-tA, Date: 7 . r 7.04 Title: / .4- - CA' From: ;)vt n� SPFN C. �- Company: / Title: hRIL LOPM CK0T MJGI ki 02., Dept: Division: City of Tukwila Public Works Department/Engineering Division FAX TRANSMITTAL Fax Number: (206) 431 -3665 Fax 4,1G- 3q2 - l o 1 1 Number: Total # of pages transmitted, 3 including this cover sheet: Sent by (initials):`'�� Message/ Comments C, L o ice) O r 12 0 V k �►ew s of i t4 . (b kece-1,04,a (Q 04-c -c) ; f L S t14 loOv 1 be 6 - sc( Q1 l's ' c > s 9 ,-L COQ S i d Lo, v C w ? ? �JO NA- 3 c j sF c rc • a , 1 (9 p2 r m 0-0e- vv) c/tA stg d1 If this communication is not clearly received, please call (206) 433 -0179 Tukwila Public Works Department — 6300 Southcenter Blvd. #100, Tukwila, WA 98188 JUL -26 -2004 13:55 HEERY Fax TO: JOANNA SPENSER FAX NUMBER: 206 -431 -3665 CITY OF TUKWILA FROM: ANA ALLISON DATE: 7/26/04 PROJECT: TUKWILA SD ADMINISTRATION PROJECT NO: BUILDING C C: fi le Joanna, There was requested by Public Works a maintenance bond for landscaping done as part of our project. Per RCW 35A.21.250 the bond can not be required of the school district. Permit #D03 -259 Please call me so that I can get this resolved and get final approval. Thank you, C- Ana Allison, 206 - 898 -8044. email: aallisonaheery.com. HEERY INTL SEATTLE 206 583 0857 P.01/02 Hoary International, Inc. 1011 Western Avenue, Suite 706; Seattle, WA 98104 Telephone 206.587.0473 Fax 208.587.0469 Architecture/Planning/Interior Design Construction/Program Management Equipment Planning & Logistics PAGES: 2 Please contact us if all pages are not received. JUL -26 -2004 13:55 T r 4 A. ern vs droves r Inside the Legislature •: , ]Find Your Legislator :'Participating in the Process :;Legislative Calendars *:;Bill Information ;lLaws and Agency Rules ::;Legislative Agencies ' :Legislative E -mail Lists `::Kids Page Outside the Legislature 'Washington State History and Culture :::Congress -The other Washington :.TV Washington • "rr.Washington Courts :a Access WA 35A.21.245 « 35A,21.250 » ZSA.2.1,.260 (1993 c 439 § 21 HEERY INTL SEATTLE 206 583 0857 P.02/82 •• r 1 ' . r,. • Y ' I . T About Us I Contact Us I E -mail Lists ( Search I Help Legislature Home I Senato I House of Representatives RCW 35&21.250 Building construction projects -- Code.city prohibited from requiring state agencies or local governments to provide bond or other security as a condition for issuance of permit. TOTAL P.02 + n 4 RCW TITLES » TITLE 35A »CHAPTER 35A.21 » SECTION 35A.21.250 PrInt, Ver A code city may not require any state agency or unit of local government to secure the performance of a permit requirement with a surety bond or other financial security device, including cash or assigned account, as a condition of issuing a permit to that unit of local government for a building construction project. As used in this section, "building construction project" includes, in addition to its usual meaning, associated landscaping, street alteration, pedestrian or vehicular access alteration, or other amenities or alterations necessarily associated with the project. ERRORS 1) HANG UP OR LINE FAIL 2) BUSY TRANSMISSION RESULT REPORT (JUL 27 '04 10 :09AM) TUKWILA DCD /PW (AUTO) THE FOLLOWING FILE(S) ERASED FILE FILE TYPE OPTION TEL NO. PAGE RESULT 064 TRANSMISSION 9 *- 4253927071 03 OK 3) NO ANSWER 4) NO FACSIMILE CONNECTION DOJARfiE 4 3RYAN - Administration Office for Tukwila Schools Response to code review October 8, 2003 Tukwila Building division u) W w= J H Attn. Ken Nelson, Senior Plans Examiner w O Egress for conference room 100 a- We have deleted door 109 and added a 3'0 "x7'0" hollow metal door with panic hardware I a directly to the exterior. We have provided a concrete pad outside the door. Please see Z illi revised sheet A200, A020, A021 and A600. 1- 0 z 1- Re: Application D03 -259 • LIJ Relights • p We have added a note to our door and relight schedule that says "T = tempered or safety 0 N , glass per UBC 2406" to sheet A020. o F- w w I- L O w z O — 0 F' z Drinking Fountain We have provided a drinking fountain. Please see revised sheet A200. Occupancy Calculation note We have revised this note to state that "BJSS Duarte Bryant calculates....." rather than the building official. Please see revised sheet G000 • ARCHITECTURE 724 Columbia Street NW, Suite 400 •Olympia, Washington 98501 T 360.943.4650 • F 360.357.9022 RECEIVED CITY OF TUKWIIA OCT 1 0 2003 PERMIT CENTER CORRECTION LTR #�L- z Z . re 2 6 —J C.) C0 � z c4 6 Jo 0 0 u) J Attn. Joanna Spencer 2 2. Impervious surface Area Please see attached calculations l w Z s 3. Geotechnical Report reference E- 0 Please see revised sheet G000 for reference note. The soils report is also published in the w w specification. p vo o 52 . oI— ww 5. Traffic control plan w z After reviewing the civil drawings, I may have misspoke on the phone. There is a small v amount of work in the public right of way, under the existing sidewalk to the catch basin. p 1•- We have added that the contractor needs to submit a traffic control plan for work out side Z, of the property lines per MUCD, and that pedestrian access shall be maintained at all times. It would be helpful if you could explain what a typical procedure would be in this case. Tukwila Building division Re: Application D03 -259 (B` � DtJA RTE 8 October 8, 2003 Administration Office for Tukwila Schools Response to public works review 4. Business License This information has been added to Addenda 1, of the contract documents. 6. A 150% construction bond for work inside the City right of way This information has been added to Addenda 1, of the contract documents. 7. Insurance coverage We have asked the owner to check with his insurance company to meet this requirement. Do you want Tukwila added to the owners insurance or the contractors? 8. Indemnification and Hold Harmless This information was given to the owner to review and sign. 9. Civil Plans Please see revised civil plans 10. Signature is missing on survey ARCHITECTURE 724 Columbia Street NW, Suite 400 •Olympia, Washington 98501 T 360.943.4650 • F 360.357.9022 RECEIVED CITY OF TUKWII.A OCT 1 0 2003 PERMIT CENTER CORRECTION LTR #_.I__ X03 Z59 . • ::as..y. ,Asi; �t.•auz+:c ai t; L Please see survey drawings with signature RECEIVED CITY OF TUKWILA OCT 1 0 2003 PERMIT CENTER CORRECTION LTR# _1_ �3 -asy RE: D03 -259 To: Public Works Department Subject: Impervious Areas on the Site Calculations are taken from the South and West property lines to the inside face of existing curb. Existing (pre- demolition): Sidewalk = 2,246 sq. ft. 1 -story concrete building = 2,915 sq. ft. Portable = 1,868 sq. ft. Total Impervious= 7,029 sq. ft. New Building: DtJA \�R Y - AN�' Administration Offices for Tukwila Schools Administration Bldg = 9,810 sq. ft. Sidewalk = 1,035 sq. ft. HVAC concrete slab = 37 sq. ft. RECEIVED CITY OF7liV' Total Site Area Calculated = 21,675 sq. ft. OCT 10 /I.IU3 Total Impervious = 10,882 sq. ft. PEA Note: The impervious surface measured is within the extents of our building area, but the property lines encompass the entire Tukwila School District Campus. • ARCHITECTURE 724 Columbia Street NW, Suite 400 •Olympia, Washington 98501 T 360.943.4650 • F 360.357.9022 CORRECTION ..,.. d': ai' w� , " �.,�:+:i <rrC �,d� .,1, :-ilk °s, r' , u ,,�i1.�.Uia 4? t4Gk1& October 27, 2003 Mr. Craig McClelland 724 Columbia Street N.W, Suite 400 Olympia, WA 98501 RE: CORRECTION LETTER #2 Development Permit Application Number D03 -259 Tukwila School District Administration Bldg — 4414 S 144 Street Dear Craig: 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, Planning and Public Works Departments. At this time the, Fire Department has 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 hi person and will not be accepted throu2h the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, ia?c Stefani‘Spencer Permit Technician encl xc: File No. D03 -259 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 11/05/2003 14:39 FAX 360 357 9022 - -1 In r rA N me MI OM =MI •- NM MI w M rya INMENIONIV — — — ■Ml► 'MEMr r 7M MC SQUARED I N flP O RAT E November 4, 2003 Joanna Spencer City of Tukwila Public Works Department 6300 Southcenter Blvd., Suite #100 Tukwila, WA 98188 BJSS DUARTE BRYANT el015 /015 RE: Tukwila School District Permit Number D03 -259 Dear Mrs. Spencer: The above - referenced plans have been revised as per your review comments. I have have addressed the comments as follows: 1: I have eliminated the need for the dry well by placing the footing drains on the uphill side of the building. Since all water, that would be flowing downhill, will be picked up by the footing drains on the uphill side, I have eliminated the footing drains that flowed to the dry well. 2. I added "with Tukwila Public Works, Water District #125 and Val Vue Sewer District." to note 1 on sheet C -2. 3. I added the cut and fill table as per your request on sheet C -2. 4. As per our conversation the double circle labeled "CO" is the clean out placed at grade. 5. I added the City of Tukwila standard construction notes to the civil cover sheet along with the King County construction notes. This portion of the revision was included on the civil plan. Please call me if questions arise at (360)754 -9339. Sincerely, Aaron Kuip Associate Engineer Structural • Foundation • Civil Engineers PECrIVEL NOV 0 5 2003 PERMIT CEt.n EI 1235 EAST 4 AVE SUITE 101 OLYMPIA, WA 96506 (360) 754-9339 FAX (360) 352 -2044 E -mail: eng@mc2- inc.com CORRE ���1r, 11/05/2003 14:39 FAX 360 357 9022 BJSS DUARTE BRYANT Sent By: Hultz /BHU Inc.; "`• 253 383 3283; Nov- 5- 0^ "1:54AM; To: BJSS At: 913, .579022 November 5, 2003 B!SS Duarte Bryant 724 Columbia Street N' Olympia, WA 98501 Attn: Craig McClelland Subj: AdmiUisiratioi Office for Tukwila School District Outdoor Unity Dear Craig: The four outdoor condensing units will operate only when the building spaces call for air conditioning.: The operating schedules are controlled by programmable thermostats inside the building.: Each unit On be set up to come on only during occupied periods following regular business hours. On occasion, if there is a school board meeting during a summer evening, only one of the units needs to operate and would be programmed to shut off by 10:00 p.m. . If you have any questions, please call. Sincerely, . flultz\BH[l\Cross Linda Burman Project Engineer • Hu ti ciTY ()F TIVED Novo a ?uu3 PERMIT CENTER PO. Box 1243 • 'ihrnma, Washington 98401 24W Nord% 11w. titreet, Suite 200 • 111eorng eushin1;wn 98407 253.306.3257 • PAX 255.383.3283 • txnerulehuluhucrns.9.com 03131 Mkehunukti tte3ranflta CORRECTION LTR #_2e., !@014/015 Page 1/1 LTZ BHUizvi BHU CROSS consulting engineers, inc, .. 11/05/2003 14:39 FAX 360 357 9022 BJSS,DUARTE BRYANT City of Tukwila Attn: Ken Nelsen Senior Plans Examiner 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 Re: Application #: D03 -259 Dear Ken; cerely, t Craig McClelland, Architect. Administration Office for Tukwila Schools November 4, 2003 Sheet A612 does not exist. The two bugs I noticed that indicate A612 should read A611. In the final printing this update must have been missed. Thank you for bringing this to our attention, we will inform the contractor. REC EIVEL) CITY OF TUK WII <: Nov 0 5 no3 }Jtl'(IYIII VL.Y IL,(�, CORRECTION X1013 /015 October 6, 2003 Mr. Craig McClelland 724 Columbia Street NW, Suite 400 Olympia, WA 98501 RE: CORRECTION LETTER #1 Development Permit Application Number D03 -259 Tukwila School District Administration Bldg — 4414 S 144 Street Dear Craig: 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, Public Works and Planning Departments. At this time the Fire Department has 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, Stefant a Spencer Permit Technician encl xc: File No. D03 -259 Guy 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 August 27, 2003 Mr. Craig McClelland 724 Columbia Street NW, Suite 400 Olympia, WA 98501 RE: Letter of Incomplete Application #1 Development Permit Application Number D03 -259 Tukwila School District Administration Bldg — 4414 S 144 Street Dear Craig: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 21, 2003, is determined to be incomplete. Before your application can begin the plan review process the following items . need to be addressed: Building Department: Ken Nelsen, at 206 431 -3670, if you have questions concerning the following: 1. Please provide soils report by Kleinfelder dated 1- 29 -03. Please address the above 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 Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. 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 the Permit Center at (206) 433 -7165. Sincerely, Stefan fa Spencer Permit Technician Enclosures File: Permit File No. D03 -259 Ciiy 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 ?ERMIT COORD COPY ,..r PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -259 DATE: 11 -25 -03 PROJECT NAME: Tukwila School District Admin Bldq SITE ADDRESS: 4414 S 144 Street Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 3 Revision #after /before permit is issued DEPARTMENTS: Mt Au/ it - I Building Division ❑ Fire Prevention ❑ Planning Division Public Works ❑ Structural ❑ Permit Coordinator DUE DATE: 12 -02 -03 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑v Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROyTING: Please Route at Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ p pP p ( Notation: REVIEWER'S INITIALS: Documents /routing slIp.doc 2 -28-02 PERMIT COORD COPY , ZwA r '/Nbvn +', DUE DATE: 12 -30 -03 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: u ✓n�SrN+WrAtsnl ir!hn'Mri.Ih'�tlHNe .IrA,�'pK 1YVe.Wr.... rr r . w _.._ v •.. ^'k ...W.'tµ ✓ .£Clp..�t�Sd1!`�' 51• ACTIVITY NUMBER: D03 -259 DATE: 11 -05 -03 PROJECT NAME: Tukwila School District Administration Bldg SITE ADDRESS: 4414 South 144 Street Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision #after /before permit is issued DEPA TMENTS: Buildin 'vision Public Wor n. DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -06 -03 Complete • ✓4µ+un'✓'++H•Att': - �.... Documents /routing silp.doc 2 -28.02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP )/ APPROVALS OR CORRECTIONS: Fire Prevention ❑ Planning Division Structural ❑ Permit Coordinator Incomplete ❑ REVIEWER'S INITIALS: PERMIT COORD COPY Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO)ITING: Please Route , L T 'J ( Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 12 -04 -03 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: // . 54 ~03 Departments issued corrections: Bldg ❑ Fire ❑ Ping j PW ❑ Staff Initials: SxS DEPARTMENTS: Buildin ivi o 'id 1 o j Public Work Complete Documents /routing slIp.doc 2 -28-02 HERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 0 ACTIVITY NUMBER: D03 -259 PROJECT NAME: Tukwila School District Admin. Bldg. SITE ADDRESS: 4414 S 144 Street Original Plan Submittal DATE: 10 -13 -03 Response to Incomplete Letter # X Response to Correction Letter #1 Revision # after /before permit is issued Fire Prevention it, 04_ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS• Incomplete ❑ REVIEWER'S INITIALS: PERMIT COORD COPY ❑ Planning Division 0 ❑ 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 ROUTING: Please Route [ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: an^�arv�+- •yrn^�xna�wvaa+rn«Rxt DUE DATE: 10 -14 -03 DUE DATE: , 1 1 -11-03 Not Applicable ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: ??vvc Departments issued corrections: Bldg Fire ❑ Ping PWX] Staff Initials: 34J • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -259 DATE: 09 -08 -03 PROJECT NAME: Tukwila School District Admin Bldg SITE ADDRESS: 4414 S 144 Street Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # I Revision # after permit Is Issued DEPARTMENTS: � ^I � � �� Build�ivis (%� Cl Fire Prevention ❑ Planning Division Public Wor s Structural ❑ Permit Coordinator - 1 0l�.1or q7 DETERMINA ON OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09 -09 -03 Complete Incomplete ❑ Comments: Not Applicable ❑ !n'6 -v3 ; 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 ag Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ) Notation: Documents /routing slip.doc 2 -28 -02 PERMIT COORD COPY DUE DATE: 10 -07 -03 DATE: Permit Center Use Only CORRECTION LETTER MAILED: /(/ -CIP Departments issued corrections: Bldg Xi Fire ❑ Ping PW Staff Initials: SX-5 PLAIT REVIEW /RE SLIP ACTIVITY NUMBER: D03 -259 SITE ADDRESS: 4414 S 144 STREET X Original Plan Submittal DATE: 08 -25 -03 PROJECT NAME: TUKWILA SCHOOL DISTRICT ADMIN BLDG Response to Incomplete Letter # Response to Correction Letter # Revision # After permit Is Issued DEPARTMENTS:, G s- w-0., Buildln Dtvtston [] Public Works 5r2- 4rAi c Fire Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete Structural ❑ Planning Division Permit Coordinator DUE DATE: 08 -26 -03 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09 -23 -03 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28.02 PERMIT COORD COPY z 1-z ce w jU 0 CI) W -i i- N_ w 2 J LL ( f ) d w _ z �. 0 z uj O p O c o O — O H w W Z w O ~ Z J Revision No. Date i Staff i Date . Received Initials Issued ''Staff Initials / /V- i - tr-S I ,- -oY I Staff Initials Summary of Revision: Dre2 :,7o2 7 ? 6721 ' ..- �,// ,- 0F/ d12v /17,yj / / , , - ,T71 - 77 /L) Cc -eCa'` , 'Td2r,7 .x2/`11/4 - To O/c) - S /TG -.s re-: Received By: DAult7 Kk I Revision No.. Date Received I Staff i Initials Date .. Issued Staff Initials 1 ,. l Summary of Revision: Staff Initials 2. G - -c y I s /7- oef I gkS Summary sryy� ,,,,/ fi r- srxe ..� sk Q�r' - ' , � oof //' Revision: ' _Zt r2� /7 C � gf 0 �a�;77./.4/ Received By: "�(X/ , Revision No. • Date Received Staff Initials Date Issued Staff Initials 1 ,. l Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: PROJECT NAME: 76:-1-4-)4, SL / / 7,ti &' PERM!T NO:. 3 '25? Site Address: 'y4 /` ei - ' `- . - -- Origi.. Issue Date: /z -22 ?3 Revision No. Summary of Revision: Date Received REVISION LOG Staff Initials Received By: Date Issued (plea sk print) / ipeease print) (please print) please prin (please print) Staff Initials N v.14 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: a Z,5"/V City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Response to Incomplete Letter # Response to Correction Letter # Revision # Z after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: /l �Wiut ��L /Orh / "J7 (c r — 9(44 /vv - Plan Check/Permit Number: /1/4- /4-, 7ez, Phone Number: 706 -- 730 9 ..c " Summary of Revision: . Z ` . , J , s , T / - o f ' ' & c •7. , 4 / r - SA t OP / . Y v)) 17y �'t4- 7 ✓ 1 , / ,.t re e fv /f' / 7,4„/ 7 / A 2- v d. 6rJAt�''�2/_� /T 4' _ h (A- I � t- s 7os2.n voet se✓1u; ) .!/G�l �!/ / eV : S.r iJ /A !/til�Ci irmo) 2 `_ cs l�P A J /nor% eS /../ e/4JS40 /y.Sfrhe, i n/ 'WA tot r,Lt¢ 50 90 a/ 7/1 c . Op Op <9 s 1/4 )R r < Sheet Number(s): "Cloud" or highlight all areas of revision including d of revision Received at the City of Tukwila Permit Center by: c-zr OK Entered in Permits Plus on 08/06/03 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /j/2 vA5 3 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA •.98188 (206)43 - 3670 Summary of Revision: RE L -0cAa TI'r of ANA e. Received at the City of Tukwila Permit Center by: Entered in Sierra on /1- 24 OS Plan Check/Permit Number: D03-259 ❑ Response to Incomplete Letter # • Response to Correction Letter # S ❑ Revision # after/before Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: TUKWILA SCHOOL DISTRICT ADMIN. BLDG. Project Address: 4414 SOUTH 144 STREET Contact Person Craig McClelland Phone Number , NlVAC F /•a r� CiZc ,o. -! L102 ; C �- 7 A)O) A 1/0 .Qae 52:0 32.// 44`1-0/2 5 0/ RECEIVED CITY OF TUKWILA NOV L 5 2003 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision f ::�Y iSUWCw ✓a.au.' Wiiw.W a .r ' M, M� eeU:d* m' *..4.44.., t 1'nYi`i:tudY' ' I 10/27/03 11/05/2003 14:39 FAX 360 357 9022 BJSS DUARTE BRYANT City of Tukwila Department of Community Development Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 z � re LA' QQ � J o O 0 (.0 • W J = H � LL w 2 g< = • d � w z = I- O w w 2J • 0 O ▪ - O 1 - Project Name: TUKWILA SCHOOL DISTRICT ADMIN. BLDG. = wo o ui z o co Contact Person Craig McClelland Phone Number o z Date: Response to Incomplete Letter # Response to Correction Letter # 2 Revision # after/before Permit is Issued Plan Check/Permit Number: D03-259 Revision requested by a City Building Inspector or Plans Examiner Project Address: 4414 SOUTH 144 STREET Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Summary of Revision: - 1=' 7 l� O C- (M tit( (iu ('t'i-c wt �ytJ � t —n 41 D �� t c t C O `fL_ -tiv r� t tO t FLIT?, (At Received at the City of Tukwila Permit Center by: Entered in Sierra on 3 0 11' OF Tu4 NOW 05 2003 pF C ENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision [1012/015 10/27/03 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 z w 6 00 U) 0 J = H w 0 2 u_ Q c = I— w Z = I-0 Z ~ O • 9 O H Project Name: Tukwila School District Admin. Bldg. - H Project Address: 4414 S 144 Street w z U( Contact Person Craig McClelland Phone Number 0 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: D 3 Plan Check/Permit Number: D03 -259 ❑ 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 Summary of Revision: a.eze a.zee.1 46/.e,v RECEIVED CITY OF TUKWILA OCT 1 0 2003 rtRMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ger in Sierra on 2 3 a; : ) cr' .t:.;� 10/06/03 z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 9 - s d3 Plan Check/Permit Number: D03 -259 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Tukwila School District Administration Bldg Project Address: 4414 S 144 Street Contact Person . Craig McClelland Phone Number Summary of Revision: u' A 17D• r' or. S c7s of rh+c Soles rz apart r e¢rric/a.T of 4•li-cm dexu4614_A>DLa%T'7 R CITY OF TUKWILA EP 0 5 2003 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 20 Entered in Sierra on 9' ---57" 0 3 08/27/03 'Nbs. 614.4 ''' REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 PELLCI *038QC 11/10/2005 EFFECTIVE DATE 11/03/1997 INC • ;.: PELLCO CONSTRUCT PO BOX 82586 KENMORE .98 Signature, Issued by DE14T NT OF LABOR AND INDUSTRIES way, +4.u7io;45.iuti, CITY OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 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): �I (,'7G Jo -•i/ 144 ,a A „ c`yc; r: 041 to rrmatiOn "5i 7. 4(4 Name: 1 �;c, r� Sc Hc.c , c •{ ;z, Address: Phone: This certificate is for the purposes of: ❑ Residential Building Permit . Commercial/Industrial Building Permit Owne / • gent Signature: I Name: �z�c•. /'`I`CGcr�.�,,:� - 13s7;�1 -� Address: S ac.` »�-.� €3( / Phone: (3 i 5 -- 6 c:: ❑ Preliminary Plat ❑ Rezone OM ❑ Short Subdivision ❑ Other Estimated number of service connections and meter size(s): ( I ) Vehicular distance from nearest hydrant to the closest point of structure Zo () ft. Area is erved by (Water utility district): )2 - PART B: (To be completed by water utility district) The proposed project is located within "Tic1(,j i (a ( k Y1 O (City/County) The improvements required to upgrade the water system to bring it into compliance with the utilities! i i � i ,e yr plan or to meet the minimum flow requirements of the project before connection: L'i� Y A 09-- SEP — 5 2000 (Use separate sheet if more room is needed) Date: Based upon the improvements listed above, water can be provided and will be available at the site v,, u flow of 7-90n gpm at 20 psi residual for a duration of 2 hours at a velocity of 5 fps as documented by the attached calculations. I hereby certify that the above information is true and correct. e1Xwrl WA-ter . (vim / .t A . 4 en .T A.en hone aOto-aga1 -15y'} B H-1.la (Required only if outside City of Tukwila water utility district) Z'L 43 Date PART C: (To be completed by governing yurisdiction) 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. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency /Phone r sd i!iwl = $' P34 =::.�Ut ::..•v „e.:/;i 2: `.......,M Date Mfelidbb3 11:01 UAL VUE SEWER DISTRICT 13603579022 , xr: 14816 Witte* . dad South P.04 Box 69580 Tukwila, WA 88168 Phone: (200) 242.3298 Fax: (200) 2424627 CERTIFICATE OF SEWER AVAIL ABILITY /NON- AVAILABILITY ,Z certificate of Sewer Availability OR GI Certificate of Sewer Non - Availability Part A: (To Be Comp1611 cl by Applicant) Part B: (To Be Completed by Sewer Agency) Purpose f Certificate: uildIng Permit ❑ PrellminarY Plat or PUD ❑ Other ❑ Short Subdivision Ca Rezone Proposed Use: ❑ Residential Single Family 1'a,001 gliesvoi b ❑ Residential Multi- Fumlly'Commerclal U Other Applicants Name: &TSS , ( kA k7' 3 y4 I T' Phone: 3410.943-465o PropertyAddwa or Appraxim tej.ocAfion: / 44it6 Legal Peecriptton(Attach Map and Legal Description If necessary): Zee ATrAeM th Tax Lot Number: I5a 3o -9la t, 1 . rja a. Sewer Service will be provided by side newer connection only to an existing ...1. size sewer '7 , 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 constructor, of a collection system on the site; and/or ❑ (3) other (describe): 2. (Must be completed If 1.b above Is checked) CI a. The sewer system Improvement is In conformance with a County approved sewer comprehensive plan, OR 9 _ bb The sewer system improvement will require a sewer comprehensive plan amendment. 3. a, The proposed project is within the corporate limits of the District, or hee been granted Boundary Review Board approval for extension of service outelde the District, OR CI b. Annexation or ORB approval will be necessary to provide service. 4. Service Is subject to the following: PERMIT: $ a. District Connection Charges due prior to connection: GFC: $ , SFC: $ UNIT: $ .. TOTAL: $ (Subject to Change an January 1st) King County/METRO Capacity charge: Currently, $1826.04 /residential equivalent, will be billed dlrecay notice,) by King County after connection to the sewer system. (Subject to change by King ColMetro without .� n F ri LA AUG 1200 b. Easements: ❑ Req trod p Maybe Required c, Other: C a oL e- 4 w by certify that th f above sewer agency information is true, This certification shall be valid for one year e date of - n ure, a 4 ,,- Title a Date NO.436 WW1 PERter t • M L K A Copyright , c 2003 by BJSS Duarte Bryant. AN right reserved. PROJECT TEAM BUILDING DATA CURRENT CODES: BUILDING TYPE: Area/Occupancy: Construction Type: Allowable Area OCCUPANCY SEPARATION: MAXIMUM SINGLE FLOOR AREA: EGRESS REQUIREMENTS: A -3 Assembly: Office: MINIMUM EXIT WIDTH: EMERGENCY LIGHTING: REQUIRED TRAVEL DISTANCE TO AN EXIT: PLUMBING REQUIREMENTS: Conference (A -3 Assembly) Office (B occupancy): CORRIDORS: Office: OCCUPANCY CALCULATION: 3730 Occupied Office Area / 100 = 37 occupants 1216 Conference Area / 15 = 81 occupants Total = 118 occupants EXIT SIGN& ALLOWABLE HEIGHT: EXIT - ACCESS: I004.22 Exception 4: SEPARATE PERMIT QU ;RED FOR: 'IECHANICAL ELECTRICAL ?PLUMBING IeGAS PIPING CITY OF TUKWILA BUILD'' S DIVISION I 8/03 BJSS Duarte Bryant has taken the approach )n calculating the total load of an office building and does not ascribe additional occupants to corridors, restrooms, storage rooms and other miscellaneous spaces. In certain instances, it is appropriate that conference rooms or minor assembly areas, such as lunch rooms in office buildings, also be considered as accessory spaces if they are in fact, occupied by persons who at other times occupy the general office are The Code establishes this approach as a legitimate method of determining occupant bad. 7 r451 e ' f T _ a SI - ail. BE MACE I _ t _ tau. PEMPE A MEW Mil 1111. ''vL '.;.a CC:r.:WIL IRAS ME's F.:3 This building will be reviewed per 1997 Uniform Building Code, 1997 Washington State Ammendments including Barrier Free Requirements, 1997 UMC, 2000 UPC, 1997 UFC, 2000 Washington State Ventilation and Indoor Air Quality Code. and Washington State Energy Code 496 SF Mechanical (B occupancy) not included in square footage 6,551 SF Office (B occupancy) 1,216 SF Conference (A -3 assembly) 7,767 SF Total V -N 8000 SF allowable V -N 2 Stories Allowed (I provided) None required 8,000 SF (7,715 Proposed) Occupant load factor = 15 2 exits required for more than 50 occupants Occupant load factor = 100 2 exits required for more than 30 occupants 18 occupants 118 x .2" = 23.6" exit width required, 108" Provided Emergency lighting to be installed in the office corridor per the electrical code 200' in buildings without sprinklers 70' actual Per UBC Appendix 29 1,216 / 30 = 40.5 occupants I water closet / lavatory for men water closet 1 lavatory for women 3730 SF / 200 = 19 occupants I water closet I lavatory for men I water closet I lavatory for women Provide an illuminated exit sign conforming to UBC 1003.28 at each exit serving 50 or more occupants and within 100 feet of an exit (see Reflected Ceiling Plan) 40' to average roof slope (Table 5-B) (Uniform Building Code) 1 ur a 'ar:1 tt e r 3^ Cr kc aoort Ss a-e sut to errors a � .� � • c - s. ccs and acc - o . . at of ;Nam rot a—e. V ` ze t . c; 3 on of art Wonted code or c: c-a'ce Receipt c` c - tractor's cow of a; E'ar s admoviedged. Where access to more than one exit is required from a space under consideration, such spaces may aoceres one required exit through an adjoining or intaervening room, which in turn . • ' a dlreet access to FOR TUKWILA SCHOOLS FILE COY SITE DATA ZONING: SETBACKS: PARKING CALCULATION& Office (B occupancy): These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted s'andards or ordinances. The responsibility -, for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval _ x Final acceptance is subject to field inspection by the Public Works utilities inspector. -- Date: By: I1, ;0-3- P(2E - c-oo w 11 M e6-ri 106, L..) OH C•Frt./ g. »ttR. . Ckw (26 4 -or 77 $c-H5' 66: Thy P {.all) tieer, N4 REQUIRED LANDSCAPING: HEIGHT UMIT: COVERAGE Maximum Building Coverage: Maximum Development Coverage: VICINITY MAP Low Density Residential 24.64 Acres Comprising Showalter Middle School and Foster High School Campus Front 20' Second Front 10' Total Existing 107 Standard stalls 4 barrier free stalls Total required 75 +24 =99 stalls Water Disuict #125 2849 & 150th (206) 242 - 9547 Existing Shared Showalter and Administration Parking (see site plan) 94 stalls 2 barrier free stalls Middle School Staff 50 including teachers, administratiion, maintenance and food service x 1.5 = 75 stalls Proposed Administration square footage = 8000 SF / 1000 x 3 = 24 stalls 4640 South 1 44th Street SEPARATE Tukwila, WA 98168 PERMIT AND APPROVAL 30' (Zoning Code) REQUIRED Actual =29' - T" (Taken front the lowest point of the grade to the highest point of the roof.) Val Vue Sewer District (206) 242 - 3236 S 144TH ST CITY OF TUKWILA INDEX TO DRAWINGS OWNERS REPRESENTATIVE Bill Van de Bogert Tukwila School District No. 406 6300 Southcenter Blvd. Suite 212 Tukwila, WA 98188 Phone: (206) 901-8003 Fax: (206) 901 -8016 Email: vandebogertb@tukwila.wednetedu CONSTRUCTION MANAGER Heery International, Inc. 101 I Western Avenue Suite 706 Seattle, WA 98104 Contact: James C. Chapman (bidding), Mike Finnegan (construction) Phone: (206) 587 -0473 Fax: (206) 587 -0469 Email: jchapman @heery.com, mfinnega@heery.com ARCHITECT: BJSS Duarte Bryant, AIA 724 Columbia Street NW, Suite 400 Olympia, WA 98501 Contact Craig McClelland Phone: (360) 943 -4650 Fax: (360) 357 -9022 Email: craig @bjssdb.com CIVIL ENGINEER MC Squared 1 235 East 4th Ave. Olympia, WA 98506 Contact Mark Leingang Phone: (360) 754 -9339 Fax: (360) 352 -2044 Email: mark @mc2 - inc.com STRUCTURAL ENGINEER: MC Squared 1235 East 4th Ave. Olympia, WA 98506 Contact Chalese D. Smartt Phone: (360) 754 -9339 Fax: (360) 352 -2044 Email: chalese@mc2- inc.com MECHANICAL / PLUMBING ENGINEER: Huhn -BHU - Cross 2407 North 3 I st Street Suite 200 Tacoma, WA 98407 Contact Linda Burman Phone: (2.53) 383 -3257 Fax: (253) 383 -3283 Email: LindaB©a hultzbhucross.com ELECTRICAL / FIRE ALARM ENGINEER: Hultz - BHU - Cross 2407 Norht 3 I st Street Suite 200 Tacoma, WA 98407 Contact Brent Rollins Phone: (2.53) 383 -3257 Fax: (253) 383 -3283 Email: BrentR@hultzbhucross.com LANDSCAPE ARCHITECT: Jeffrey B. Gander & Associates 1821 4th Ave. East Olympia, WA 98506 Contact Trent Grantham Phone: (360) 357 -6972 Fax (360) 786 -8073 Email: trent@iglanderassociates.com HARDWARE CONSULTANT Cascade Door and Hardware 4725 116 Street SW Mukiloeo, WA 98275 Contact jim Vanek Phone: 425 493 -1282 Phone: ( 425) Email ivariltewaltersandwolf.corn 1Cleinfelder 2405 - 140th Avenue NE WA 9800Q5 Contact Frame Reiiart E L Phone~ (425) 562 -4100 1 2 0/8103 3 4 i S i s 7 f s • • 9 I �o VICINITY MAP i NO SCALE 12 13 GENERAL G000 TITLE SHEET AND INDEX G001 SYMBOLS AND GENERAL NOTES I of 2 TOPOGRAPHIC SURVEY 2 of 2 TOPOGRAPHIC SURVEY CIVIL C -1 C -2 C -3 C-4 C -5 LANDSCAPE L I.0 I LANDSCAPE PLAN L1.02 BIDDER DESIGN IRRIGATION ARCHITECTURAL A020 DOOR AND FINISH SCHEDULE, WALL TYPES A021 DOOR DETAILS A041 A042 AI00 A200 A300 A330 A400 A4I I A4I2 A500 A600 A610 A6I I A70 I A720 STRUCTURAL S I.0 STRUCTURAL NOTES S2.0 FOUNDATION PLAN S2.I FOUNDATION DETAILS 53.0 ROOF FRAMING PLAN S3.I ROOF FRAMING DETAILS MECHANICAL M 101 MECHANICAL LEGENDS, NOTES, AND SCHEDULES. M 102 M20 I M301 M302 M401 11402 M403 ELECTRICAL E001 LEGENDS AND NOTES E I 0 I SITE PLAN - ELECTRICAL E201 FLOOR PLAN - UGHTUNG E30 I FLOOR PLAN - ELECTRICAL E50I DETAILS E502 DETAILS E601 SCHEDULES FIRE ALARM SEE SPECIFICATION FOR BIDDER DESIGN CRITERIA ALTERNATIVES CIVIL COVER SHEET EROSION CONTROL AND DRAINAGE PLAN CIVIL DEMOLITION PLAN GRADING AND UTILITY PLAN DETAILS WINDOW SCHEDULE AND DETAILS WINDOW DETAILS SITE PLAN FLOOR PLANS ENLARGED PLANS & INTERIOR ELEVATIONS MISC. DETAILS ROOF PLAN ROOF DETAILS ROOF DETAILS REFLECTED CEIUNG PLAN EXTERIOR ELEVATIONS BUILDING SECTIONS BUILDING SECTION CASEWORK MISC. INTERIOR DETAILS MECHANICAL SCHEDULES. PLUMBING FOUNDATION PLAN PLUMBING PLAN PLUMBING DETAILS MECHANICAL PLANS MECHANICAL DETAILS MECHANICAL SECTIONS SUBSTITUTE ALTERNATE SA I : Substitute fiberglass shingle roofing in lieu of standing seam metal roofing. SUBSTITUTE ALTERNATE SA2: Substitute carpet floor covering and rubber base in lieu of porcelain tile flooring and base in Waiting/Lobby 101. DEDUCTIVE ALTERNATE DI: Delete projection screen in Large Conference 100 DEDUCTIVE ALTERNATE D2: Delete audio system in Large Conference 100 ADDITIVE ALTERNATE AI: Add space saver type sliding file system to Fik Room 129 14 I. 1 5 Om of 3► l epova 2 404 CJRREC ► ICN LTR= e bo5- 2s9 I' Su ARTS AN ARCHITECTURE l www.bjssdb.com 724 Columbia Street N Suite 400 Olympia, Washington 98" T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle, Washer 9810' T 206.340. I SY F 206.340.04" N 3474 EDWARD SCHILTER STATE O wasri,:.c ._r. JOG N 23032 !DRAWN BY CHECKED BY Daarud McClelland DATE 9 -25-03 REVISJONS 1 0-8-03 r - - . w CONSTRUCTION DOCUMENTS TITLE SHEET AND INDEX 71 004 • ! 1 ABBREVIATIONS AFF ACP ACT ADH ADJ AGGR A/C ALIGN ALT ALUM ANSI AB ANOD APPROX ARCH AD AUTO AVE AVG BAL BSMT BM BDRM BTR BTNN BLKG BD 80T BOW BTU BLDG BUR CAB CABINET CABI4TR CABINET HEATER CARP CARPET CIP CAST -IN -PLACE CI CAST IRON CB CLKG CLG GEM CTR an CENT CT CIBD C CIRC Co CLR CH OW COL CONC CMU CONN CONNECTION, CONNECT CONSTR CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CJ CONTROL JOINT CP CONTROL PANEL CSK COUNTERSINK, COUNTERSUNK CTSK COUNTERSUNK SCREW CG CORNER GUARD MATERIALS ,,r j %f! L . At" _._L.i I rrr II( 4II 0 ABOVE FINISH FLOOR ACOUSTICAL CEILING PANEL ACOUSTICAL CEILING TILE ADHESIVE ADJUSTABLE, ADJUST AGGREGATE AIR CONDITIONING ALIGNMENT ALTERNATE ALUMINUM AMERICAN NATIONAL STANDARD INSTITUTE ANCHOR BOLT ANODIZED APPROXIMATE ARCHITECTURAL AREA DRAIN AUTOMATIC AVENUE AVERAGE BALANCE BASEMENT BEAM BEDROOM BETTER BETWEEN BLOCKING BOARD BOTTOM BOTTOM OF WALL BRITISH THERMAL UNIT BUILDING BUILDING UP ROOFING CATCH BASIN CAULKING CEILING CEMENT CENTER, COUNTER CENTIMETER CENTRIFUGE CERAMIC TILE CHALKBOARD CHANNEL CIRCUMFERENCE CLEAN OUT CLEARANCE, CLEAR COAT HOOK COLD WATER COLUMN CONCRETE CONCRETE MASONRY UNITS COMPACTED FILL GRAVEL, ROCK CONCRETE MASONRY CONSTRUCTION METAL FRAMING GYPSUM WALLBAARD GROUT, STUCCO, PLASTER GLASS (ELEVATION) FINISH GRADE MOOD 14000 FRAMING PLYWOD PARTICLE BOARD CEit/Y"UC TILE rturear FIBROUS num. RIGID INSULATXIM LOON OR BUTT INSULATION C ERAM TIE (ELEVATION) CFM CF CY DP DPR DL DEPT DET DIAG DIA DIM DIR DW DBL DN D5 DT DWR DWG OF EA EW E ELEC EP ELEV EMER ENCL ENGR EQ EQUIP EXH EXIST EB EJ EXT EYW FAB FOC FOF F05 FF FIN FE FEC FR FLG FB FFMP FNS FLEX FLR FD F5 FLOR FT FTG FDN FH FURN FIO FOIL CUBIC FEET PER MINUTE CUBIC FOOT CUBIC YARD DAMP - PROOFING DAMPER DEAD LOAD DEPARTMENT DETAIL DIAGONAL DIAMETER DIMENSION DIRECTORY DISHWASHER DOUBLE DOWN DOWNSPOUT DRAIN TILE DRAWER DRAWING DRINKING FOUNTAIN EACH EACH WAY EAST ELECTRIC, ELECTRICAL ELECTRICAL PANEL ELEVATOR, ELEVATION EMERGENCY ENCLOSE, ENCLOSURE ENGINEER EQUAL EQUIPMENT EXHAUST EXISTING EXPANSION BOLT EXPANSION JOINT EXTERIOR EYE WASH FABRICATE FACE OF CONCRETE FACE OF FINISH FACE OF STUD FACTORY FINISH FINISH FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE RESISTIVE FLASHING FLAT BAR FLAT FACED METAL PANEL FLAT HEAD SCREW FLEXIBLE FLOOR FLOOR DRAIN, FIRE DAMPER FLOOR SINK FLUORESCENT FOOTING FOUNDATION FUME HOOD FURNISH FURNISHED AND INSTALLED BY OWNER FURNISHED BY OWNER, INSTALLED BY CONTRACTOR SYMBOLS r r 2<A v A -a i k 71 1 03 c ■ii.„ . GAL GALV GA GL GFRC GFRP GLU -LAM GYP GIB HGR HDWR HDWD HDR HTG I4VAC HT HEX H HCT HC HM HORIZ 148 HW NWT HR ID INSUL INT INV JAN JT J -BOX KB KD KIT KO LAB LAM LAT LAV LH LT LTG LW LF LL LRM MS MAINT Pfd MFR IUD MAT MAX MECH MC mix MEh18 GALLON GALVANIZED GAUGE GLASS, GLAZING, GLAZED GLASS FIBER REINF. CONCRETE GLASS FIBER REINF. PLASTER GLUED LAMINATED BEAM GYPSUM GYPSUM WALL BOARD HANGER HARDWARE HARDWOOD HEADER HEATING HEATINGNENTILATING/ AIR CONDITIONING HEIGHT HEXAGON HIGH HOLLOW CLAY TILE HOLLOW CORE HOLLOW METAL HORIZONTAL HOSE BIBB HOT WATER HOT WATER HEATER HOUR INSIDE DIAMETER, INSIDE DIMENSION INSULATION, INSULATE INTERIOR INVERT JANITOR JOINT JUNCTION BOX KEY BOX KILN DRIED KITCHEN KNOCK OUT LABORATORY LAMINATED, LAMINATE LATERAL LAVATORY LEFT HAND LIGHT LIGHTING LIGHTWEIGHT UNEAL FOOT LIVE LOAD LIVING ROOM MACHINE SCREW MAINTENANCE MANHOLE MANUFACTURER MARKER BOARD MATERIAL MAXIMUM MECHANICAL MEDICINE CABINET MEDUIM DENSITY FIBER BOARD MEMBRANE ._SECT SECTION NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER DETAIL ENLARGEMENT DETAIL NUMBER SHEET NUMBER EEII2KAIQE ELEVATION MJIVER SKIT It MBBR DOOR NU113ER MALMIMILBLIWIL ROOM NUMBER ROOM IW1E GRID LETTER GRID NUMBER GM Li GRAD NEM`$R DRIVINS TrT1 r MUMS MT BE INDICATED SCALE r, f, a MTL M MEZZ own MIN MIR MISC MID MTG NFPA NEG NOM NONCOM N NIC NTS NO OBSC OC OPNG OPP OH OD 0/ OFD PNT PR PNL PTD PTD/D PBD PERF PLAM PGL PL PLBG PLYWD PVC P5F PSI PIP PC PREFAB PRELIM PS PB QT QTR RWL RAD R RECD REF RCP R/F REINF REQD RB RT METAL METER (METRIC SYSTEM) MEZZANINE MILLIMETER MINIMUM MIRROR MISCELLANEOUS MOUNTED MOUNTING NATIONAL FIRE PROTECTION AGENCY NEGATIVE NOMINAL NONCOMBUSTIBLE NORTH NOT IN CONTRACT NOT TO SCALE NUMBER OBSCURE ON CENTER OPENING OPPOSITE OPPOSITE HEAD OUTSIDE DIAMETER, OUTSIDE DIMENSION OVER OVERFLOW DRAIN PAINT(ED) PAIR PANEL, PANELING PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER/ DISPOSAL PARTICLE BOARD PERFORATED PLASTIC LAMINATE PLATE GLASS PLATE, PROPERTY LINE PLUMBING PLYWOOD POLYVINYL CHLORIDE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POURED IN PLACE PRECAST PREFABRICATE(ED) PRELIMINARY PROJECTION SCREEN PUSH BUTTON QUARRY TILE QUARTER RAIN WATER LEADER RADIATOR RADIUS RECEIVED REFERENCE, REFRIGERATOR REFLECTED CEILING PLAN REFRIGERATOR/ FREEZER REINFORCE, REINFORCING REQUIRED RESIDENT BASE RESIDENT TILE NORTH AR.ROri c:;I RESIONMReER REvIS+aa CLOUD EXISTING I4ALL MALL TO BE REMOVED N134 WALL EXISTING DOOR DOM TO BE RErom OEN DOOR EXISTING WWI NIND014 TO BE RBIOVED NW WIDOW Ss7IIIIC?1RE OR E'1"mn 10 o REPEVED REV RPM RH R RD RM RO SAN 5ND SCHED SEAL 5J SHTFIG SHMTL SLIT 5HWR 5IM 50G SD 5C 5 SPECS 50 5F 54V 55 STD 5WG STL STOR ST STRUCT SUB 515 525 545 5U5P 5YM TB TEL TV TEMP THERMO THRES TPD TOL T4G TUB TOG TOP TOW TRANSF T T5 TYP UL UNEIN UBC UNQ UTIL REVISION, REVERSE REVOLUTIONS PER MINUTE RIGHT HAND RISER ROOF DRAIN ROOM ROUGH OPENING SANITARY SANITARY NAPKIN DISPENSER SCHEDULE, SCHEDULED SEALANT SEISMIC JOINT SHEATHING SHEET METAL SHEET, SHEETING SHOWER SIMILAR SLAB ON GRADE 50AP DISPENSER, STORM DRAIN, SMOKE DETECTOR, SHOWER DRAIN SOLID CORE SOUTH SPECIFICATIONS SQUARE SQUARE FEET STAIN $ VARNISH STAINLESS STEEL STANDARD STANDARD WIRE GAUGE STEEL STORAGE STREET STRUCTURAL SUBSTITUTE SURFACED I SIDE SURFACED 2 SIDES SURFACED 4 SIDES SUSPEND, SUSPENDED SYMMETRICAL TACK BOARD TELEPHONE TELEVISION TEMPERATURE, TEMPERED, TEMPORARY THERMOSTAT THRESHOLD TOILET PAPER DISPENSER TOLERANCE TONGUE AND GROOVE TOP AND BOTTOM TOP OF CURB TOP OF PARAPET TOP OF WALL TRANSFORMER TREAD TUBE STEEL TYPICAL UNDERWRITERS LAB, INC. UNFINISHED UNIFORM BUILDING CODE UNLESS NOTED OTHERWISE UTILITY CURTAIN WALL NFJIMI R REI.ITE TYPE NI BER LOUVER NIFIBIER MALL TYPE MATCH Lit coml. POINT OR DATUM VAC VENT VER VIF VERT VG VEST VCT VOL WAIN WR WC WP W5 NT WWF W WNDW WG W/ W/0 WD NB YD YARD DRAIN L • C • 2 03 4 i 61 7: 31 URINAL WATER CLOSET LAVATORY 01:1 , 6► e I TLI TELEPHONE KITCHEN Sl . rICP SINK rfr VACUUM VENTILATE, VENTILATOR, VENTILATION VERIFY VERIFY IN FIELD VERTICAL VERTICAL GRAIN VESTIBULE VINYL COMPOSITION TILE VOLUME WAINSCOT WASTE RECEPTACLE, WATER RESISTANT WATER CLOSET WATERPROOFING, WEATHERPROOF WEATHER -STRIP WEIGHT WELDED WIRE FABRIC WEST, WATT, WIDTH WINDOW WIRE GLASS WITH WITHOUT WOOD WOOD BASE ANGLE (DEGREE) ANGLE (STEEL) AT CENTER LINE CHANNEL DEGREE (TEMP E ANGLE) FEET INCHES NUTTIER, POUNDS PROPERTY LINE PLUS OR MINUS ROUND, DIAMETER SQUARE FEET WIDE FLANGE nRNccrw FOUNTAIN ELECTRICAL PANEL FIRE ExTNC+ER CABINET 1 MV 131ERC2ENCT LGn' FM ALARM SMOKE DETECTOR NEAT OETECTGR FUSIN ON CROOK CONSTRUCTION NOTES GENERrJ CONDITIONS I. All work shall comply with the 1997 Uniform Building Code and log/ Washington State arrendrrents including barrier free retirements, Washington State Energy Code, 1987 Uniform Mechanical and Electrical Code, 1997 Uniform Plumbing Code, and 1997 Washington State Ventilation and Indoor Air Quality Code and all applicable stae, county and local regualtions. 2. The contractor is responsible for checking the site conditions rd the plans and to notify the owner and architect of any errors or omissions prior to the stmt of construction. 3. Do not scale drawings. Contact architect for clarification if regsred. 4. Dimensions shown ore as follows: A. To the face of stud at walls. (unless otherwise noted) B. To the face of concrete at foundation walls. C. To the center of colurrns and openings. D. To the top of slab or plywood floor. (When building stairs, take into account thickness of finished floor material.) 5. All subcontractors shall leave site clean following completion of their nark. STANDARD MOUNTING EIGI-4TS QENgRAL NOTES I. See nterior elevations end details as mounting heights and des* may vary from standard shown. Mounting heights shown an interior elevations shall be used and supersede those an these pages. 2. General contractor to provide backing for all wall mounted items including NIC, FOIC, and FIO noted items. Install backing per manufacturers recommendations, ar as shown. 3. See interior elevations end specifications for indication of Reins to be FOIC, FIO, etc. 4. All toilet facility accessories (including mirrors, dispensers, etc.) shall be provided with cantinuous tempered hard board fillers between wall surface and bock of accessary perimeter, where shown straddling a wainscot and wall above. Tempered hard board shall be held I/4' back Pram edges of acceseory and exposed edge shall be panted color as selected by a chitect. 5. All handicapped kinking fountains and water coolers shill fully comply with the Stone of Washington hondicclpped code, Section 1105.4.1. METAL PM SYSTEM OPEN GRID (SUSPENDED) ACOUSTICAL CEIUNG PANEL (SUSPENDED) LINEAR METAL SYSTEM GYPSUM SYST8I rwoREscart uGrt RECESSED FILAWIBIKERT LIGHT SURFACE OR MOW MTD FLUORESCENT STRIP RICBSED LIGHT FIXTURE SURFACE OR PHNCMN(T 11W LIGHT FIXTURE MALL ruarneD MIT FIXTURE EXIT SIGN O L.L DI TT 5G1 MUM MISER C: I G WNW ACCESS DOM WAGER SURFACE MINTED 5E'EJIM REICESND I'aAiTW 2i1._l10E5 All stumps, roots, and other organic material to be removed from area of foundation and slab an grade. I. All exterior windows to be double glazed with a U value of .65 or better. (See heat, loss calculations). 2. The following glazing shall be tempered: A. Glazing in doors. B. Glaring in fixed panels and sliding or swinging type doors other than wardrobe doors. C. Glaring, operable or inoperable adjacent to a door and within the sane wall plane as the door whose nearest vertical edge is within 24' of the door in a closed position and whose bottom edge is less than 6O' above the floor or walking surface. D. Glaring in fixed panels which have a glazed area in excess of 9 square feet and the lowest edge is less than 18' above the relished floor level or walking surface. 4. All exterior doors to be weatherstripped. STANDARD HANDICAP TOILET SIDE MOP HOLDER FRONT FRONT 4'-b" MINK MONT FellhlNE NaFK.N DISPOSAL WHEN SWOON ON PLAN TOILET PAPER DISPENSER GRAB BAR SIDE TOUT SEAT COVER DAR 1 Ire SIDE FRONT r-6" • i 3'-6" FRONT NANDNC.AP DRINKING FOl111fAN i • , CF "CUT WALL HUNG LAVATORY FA PILL L$ SW FALWARN ,WATER EFF ICI ENCYfTANDA RD5 I. Water closets shall not use more then 1.6 gallons per flush. 2. Shower heads, lavatory faucets and kitchen sinks shill not use more than 2.5 gallons per minute. TOILET SEAT COVER DISPENSER UIHBN SWAN ON PLAIN FRONT SIDE FIRE EXTINGUISHER FRONT I LAVATORY/ PIRROR STANDARD TOILET r -I VY' , Vr TOP CF EXTNGUISHER OR TOP OF CABINET • i _ r T soap DISPENSER :• • FRONT FBltiIiE NAPKIN DISPOSAL 094 SHOUNI ON PLAN r.." / TOILET PAPER DISPENSER PAPER TOWEL DISPENSER ElltIMSDLIACEEMEM FRONT to o t . ;1 J :- F 5 , � -�,; _ E_ SCHLTER Copyright c 2003 by BJSS Duarte Bryant. All rights reserved. I 2 3 4 S 6 7 s IP 10 II Oh I 13 14 Is r --,, SS �\ ARTE,1 - WAN - ARCHITECTURE 724 Columbia Street NW Suite 400 Olympia, Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle, Washington 98104 T 206.340.1552 F 206.340.0412 3474 www.bjssdb.com ("Irry - rr OciiALL 4 ,►'. NO . 23032 DRAWN BY CHECKED BY DAARUD McCLELLAND DATE 8-15-03 REVISIONS A' G 2 CONSTRUCTION DOCUMENTS SYMBOLS AND GENERAL NOTES \\'\1 „Goat �D'r259 • U- 0 0 0 • Z CNA 7, r; (N 0 0 1 or U7 to I X Cr CD U, I.r J i V a • by • w Q z C) 1 ±" W et 1 `= 20 011 J 5 C3 DN 1/03 17 U, 5 W CC 2002286.00 owe 1 0 2 I04. 1 CHAIN --LINK FENCE tai I 1 • r• r 15 22 BW CB CC CD CG LEGEND (R) RECORD DATA ABAND ABANDONDED CON CTV Cw DEC EV FL m GM P PM PS SD SDCO SDMH T TC TMH TW UG BI as xx 10' WATER 0 EASEMENT REC. NO. 7308030566 E ENcHMARK "C■ ELE VA TION = 288.00 ASPHALTIC CONCRETE BOTTOM OF WALL CATCH BASIN CONCRETE CURB CONCRETE DRIVEWAY CONCRETE GUTTER CONIFER TREE CONCRETE SURFACE CABLE TELEVISION CONCRETE WALK DECIDUOUS TREE ELECTRICAL VAULT FIRE HYDRANT FLOW UNE GAS VALVE GAS METER JUNCTION BOX UGHT POLE POWER UNE POWER METER PARKING STALL STORM DRAINAGE STORM DRAINAGE CLEANOUT STORM DRAINAGE MANHOLE SIGN SS SANITARY SEWER SSCO SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE TELEPHONE UNE TOP OF CURB TELEPHONE MANHOLE TOP OF WALL UNDERGROUND WATER METER WATER VALVE YARD UGHT FOUND Pu ACHED BRASS ROD IN1 CONC N CASE (12 -5-02) 284.03 x FINISH FLOOR - 10' SLOPES EASEMENT REC.® NO. 3118334 10' SIDEWALK & U TtU TY EASEMENT REC. NO. . • 9205130554 3 . 15' SEWER EASEMENT REC. NO. 5748009 285.54 " FINISH FLOOR "SHOWALTER MIDDLE SCHOOL" CONCRETE SIGN • SEE s t- *)- g :0 �` qp 03 GRASS -- x ST VI C, 2 1, 4 1 0 1 UTILITY EASEMENT REG NO t../ • " NOTE: tits EASEMENT IS APP ARUM Y 11113ENDED 10 COYER 11HE ■TITER VAULT TO THE EAST OF 11.45 LOCATION. EASEMENT IS SHOWN PER DESK[ RPTI ON. 20 85cL € 0 ' F L \ n 4 FL .� rCA5 LOT" NO PARKING" !MN _ Of \ CB "HANDICAP PARKING WEST "HANDICAP 4` - PARKING WEST LOT" I 20 • WATER�!, "` EASEMENT �"Rl,. o 9 S 140556 i —SEE • Ow `— ff 11 CB TYPE I - RI M = 278. 35 - --- STRUCTED "NO PARKING lam -4pm" t p 17 o. SSW NAB 26'_09 1E =273.84 (C1R 8` 04411) rti to I (' • • • 4 b en cl. c,Nt ' \ b F "VLSI TC R PARKING" h %1 N , ti tilt • ecc 6 SS CONNECTED ti •°) TO 8 "SS re ..-- \ • �" • • • ..,-- ..- 1. tPk 00.b'L hho,�h CG 5 r 14 MC • .� �SSMH (A8 ND) '' �., RIM =27 �' At }ti IE =270 \64 64 �/- �� -- (Ch 8` H9 44 Os, Y( • hA A M' tig 4_PVC S0(E) UG - ti TOE 1 .1A r OP_ v U, A ' SSMH " RIM= 276.51 IE =268.16 (CTR 8" CHAN I h bti ti 6 "PVC SS (R) `Art ON 1% UNIT ON PAD � �� 5 A' U* ; j l;O�.IJ V �� � E I . a I I 1 !III k 1 I E 14" ' 1 , 1 , .,..., cl.ii: 1f{ r ..4. , 11' i 0 T i 0 „. e w,4' i,„ - GRASS -� . , t , ate �js � L. T REC. +4 7 408140316 - _ ,7 7 .� . . •'�''�� j•• • * , I i RN1 = 277.06 -.. IE =27541 12 11IP -S1 +p8 TYPE 2 IAN1- 277.!3 IE -274.28 (18 . 01P-W) IE =271.08 WOW-0 1 +. + 1' FENCE 1.2* W. rya PROP LINE ti A ';• , 7 --4 IS R ti -4 ti - -- "i . et S. t 144T HST • � FENCE 2.4' W. PR�P LINE A ^ O � +`� FENCE 2.2' W. PROP LINE FENCE 1.4' W. PROP LINE fh b NW COR WAIL 0.6' W. PROP UNE SSMH RIM= 276.82 IE =269.22 (ABAND - N) IE =269.12 (PLUG -SE) SW COR WALL 0.4' E. PROP END OF FENCE 0.3' E. PROP UNE ASPHALT 0.4' W. PROP uNE E 1/4 • OW .0 E #267.12 (,'PVC - N) E - 266.92 (C1R 8" . CIFIAN) SEC. 15, ., E., W.M. SITE NOTES SITE AIM". 4640 SOUTH 144TH STREET 1UKWIUA, WASHINGTON TAX ACCOUNT NO.: 152304- 9106 -06 ZONING: LDR - LOW DENSITY RESIDENTIAL ZONING AGENCY: CITY OF TUKVAL A DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 431 -3651 SETBACKS: CURRENT SETBACK REQUIREMENTS SUBJECT TO SITE PLAN REVIEW. CURRENT SETBACKS MAY DIFFER FROM NOSE IN EFFECT DURING DESIGN /CONSTRUCTION OF EXISTING IMPROVEMENTS. FLOOD ZONE: THIS SITE APPEARS ON NATIONAL FLOOD INSURANCE RATE MAP, DATED MAY 16, 1995, COMMUNITY PANEL NO. 53033C0957F, AND IS SITUATED IN ZONE "X", AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOODPLAIN. HORIZONTAL DATUM: I:.C.A.S. - BASED ON THE SOUTH UNE OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST. NORTH 8r49'18" EAST VERTICAL DATUM: CITY of TUKWILA - NAVD 88 ORIGINAL BENCHMARKS: TEMPORARY BENCHMARK 207 - SCRIBE IN TOP NORTHWEST BOLT IN FIRE HYDRANT 150 +/- FEET NORTH OF SOU1H 1441H STREET AND EAST SIDE OF 42ND AVENUE SOUTH. ELEVATION - 293.10 TEMPORARY BENCHMARK 208 - TOP CENTER BOLT OF FIRE HYDRANT 300 +/- FEET NORTH OF SOUTH 144TH STREET AND EAST SIDE OF 42ND AVENUE SOUTH. ELEVATION - 293.56 4ENCHMARKS SET FOR THIS SURVEY BENCHMARK "A': TOP BOLT AFTER THE WORD 'OPEN" ON FIRE HYDRANT AT THE SOUTHWEST CORNER OF STADIUM ON THE NORTH SIDE OF SOUTH 144TH STREET. ELEVATION - 304.34 BENCHMARK "B": TOP NORTHEAST BOLT ON UGHT STANDARD AT THE NORTHWEST CORNER OF THE INTERSECTION OF SOUTH 144TH STREET AND 48TH AVENUE SOUTH. ELEVATION - 289.05 BENCHMARK "C': oo CENTER BOLT OF FIRE HYDRANT IN FRONT OF SHOWALTER MIDDLE SCHOOL ON THE NORTH SIDE OF SOUTH 1441H STREET. ELEVATION - 288.00 BENCHMARK 'D': TOP RR SPIKE AT THE FACE OF CONCIRE1E GUT1ER ON THE SOUTH SIDE OF SOUTH 144TH STREET EASTERLY PROPERTY UNE OF ADMINISTRATION PROPERTY EXTENDED SOUTH. ELEVATION an 273.72 BENCHMARK 'E': TOP BOLT AFTER THE WORD ' OPEN" ON ARE HYDRANT AT THE BACK SIDE ()E !'HOWALTER MIDDLE SCHOOL L LEVAT1ON - 277.89 k.NCHMARK 'F': ;.SE:.ED SQUARE ON THE SOUTH SIDE OF ELECTRICAL JUNCTION BOX SLAB A:. THE NORTHEAST CORNER OF STADIUM SITE ELEVATION - 275.37 Su BURIED UTIUTIES ARE SHOWN AS INDICATED ON RECORDS MAPS FURNISHED 9Y OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. WE ASSUME NO UABIIJTY FOR THE ACCURACY OF THOSE RECORDS. FOR THE FINAL LOCATION OF DOSING UTILITIES IN AREAS CRITICAL TO DESIGN CONTACT THE UTILITY OVA ER /AGENCY. TFLECOMMUIAICATIONSfl BER OPTIC DISCLAIMER: RECORDS OF UNDERGROUND 'TELECOMMUNICATIONS AND /OR FIBER OPTIC UNES ARE NOT ALWAYS AVAILABLE TO THE PUBLIC. ALTHOUGH BRH HAS CONTACTED AND RESEARCHED THE LOCAL JURISDICTION RECORDS BRH HAS NOT CONTACTED EACH OF THE MANY COMPANIES, N THE COURSE OF THIS SURVEY. WHICH COULD HAVE UNDERGROUND LINES WHIN N ADJACENT RIGHTS - OF- WAY. THEREFORE, BRH DOES NOT ACCEPT RESPONS1BIUTY FOR THE E)OSIENCE OF UNDERGROUND TELECOMMUNICATIONNS,/ABER OPTIC UNES WHICH( ARE NOT MADE PUBLIC RECORD MATH THE LOCAL JURISDICTION. AS ALWAYS, CALL 1- 800 - 424 -5555 BEFORE CONSTRUCTION. UTIUTY PROVIDERS: SANITARY AND STORM SEWERS VAL WE SEWER DISTRICT 14816 MILITARY ROAD SOUTH TUKWILA, WA 98168 (206) 242 -3236 WATER CITY OF TUKWILA WATER DEPARTMENT 600 MIK ER BOULEVARD TUKNLA WA (206) 433 -0179 GAS AND POWER PUGET SOUND ENERGY SOUTH KING COUNTY S RVCE CENTER 22828 68TH AVENUE SOUTH KENT. WA 96032 two 321 -4123 TELEPHONE CREST LDA GROUP P.O. BOX 625001 UTTLETON. CO 80162 (800) 526-3557 FOUND PIKINU WENT W/ LEAD FILLED 011111PLE IN CONIC (12-5-02) 1 23 DESCRIPTION: PARCEL 0: THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 190 FEET OF THE EAST 565 FEET OF THE SOUTH 320 FEET OF SAID SUBDIVISION; AND EXCEPT THE SOUTH 20 FEET DEEDED TO KING COUNTY FOR ROAD UNDER AUDITOR'S FILE NO. 1158646; AND EXCEPT THE WEST 30 FEET DEEDED TO KING COUNTY BY AUDITOR'S FILE NO. 472349 AND 5548565; EXCEPT THE NORTH 30 FEET OF THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF NE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EAST OF THE WEST 30 FEET OF SAID SUBDIVISION AND WEST OF THE SOUTHERLY PRODUCTION OF THE EAST UNE OF VIEW STREET '43RD AVENUE SOUTH` AS SOWN ON THE PLAT OF RIVERTON MACADAM ROAD TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 16 OF PLATS, PAGE 90, IN KING COUNTY, WASHINGTON; DEED TO KING COUNTY FOR ROAD UNDER AUDITOR'S FILE NO. 6010970; AND EXCEPT THE NORTH 3 FEET OF THE SOUTH 23 FEET OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15. TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY. WASHINGTON, FROM ENGINEERS STATION 88+80 TO ENGINEERS STATION 90+00 AS SURVEYED BY KING COUNTY SURVEY NO. 20-23-4-46, DEEDED TO KING COUNTY FOR ROAD UNDER AUDITOR'S FILE NO. 7408130313; ALSO THE WEST 500 FEET OF THE NORTH 609.84 FEET OF THE SOUTH 629.84 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M,, IN KING COUNTY, WASHINGTON. TITLE REPORT REFERENCE: THIS SURVEY WAS CONDUCTED ACCORDING TO THE DESCRIPTION SHOWN, FURNISHED BY CHICAGO 111LE INSURANCE COMPANY, COMMITMENT NO. 411918 SUPPLEMENT NO. 1, DATED DEAR 20, 1994. THE EASEMENTS SHOWN OR NOTED HEREON RELATE TO THIS COMMITMENT. NOTE: EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE NOT SHOWN OR NOTED HEREON. TITLE REPORT SCHEDULE B EXCEPTIONS: ITEMS CIRCLED ARE SHOWN ON MAP. 0 EASEMENT AND THE TERMS GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: 0 EASEMENT AND THE TERMS GRANTEE PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: 0 EASEMENT AND THE TERMS AND GRANTEE PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: 0 EASEMENT AND THE "TERMS AND GRANTEE: PURPOSE AREA AFFECTED: RECORDED: RECORDING NUMBED �5 EASEMENT AND THE TERMS AND GRANTEE PURPOSE: AREA AFFECTED: RECORDING NUMBED 6. EASEMENT AND THE TERMS AND GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: 'RECORDING NUMBER 07 EASEMMENT AND 1HE TERMS AND GRANTEE PURPOSE: AREA AFFECTED: 'RECORDED: RECORDING NUMBED � E►so+o+r AND THE mss AND PURPOSE: AREA AFFECTED: RECORDEDe RECORDING NUMBER • EASENADIIT AND THE TERMS AND GRANTEE: AREA AFFECTEDt +EOORDEDt RECORDING NUMBER (ii) EASEIrOIr No S1E WRITS MD GRANTEE AREA Awe REcaomt REoaiaNO NW** AND CONDITIONS THEREOF: KING COUNTY SLOPES FOR CUTS AND FILLS THAT PORTION OF PARCEL G LYING MATHIN THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 15 AND ADJACENT TO SOUTH 144TH STREET AUGUST 20, 1940 3117112 AND CONDITIONS THEREOF: KING COUNTY SLOPES FOR CUTS AND FILLS THAT PORTION OF PARCEL H LYING ADJACENT TO SOUTH 144T1 STREET AUGUST 20, 1940 3117114 CONDITIONS THEREOF: KING COUNTY SLOPES FOR CUTS AND FILLS THE SOUTH 10 FEET OF PARCEL G LYING WITHIN THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, 'ANCE 4 EAST AUGUST 27, 1940 3118334 CONDITIONS THEREOF: VAL WE SEWER DIST; CT SEWER LINE OR UNE: ?ND APPURTENANCES 1NE'2ETO 1HE SOUTH 15 FEET OF THAT PORTION OF PARCEL C LYING WITHIN THE SOUTHEAST QUARTER OF THE SOUTHEAST UIJARTER OF SAID SECTION 15 JUNE 12, 1964 5748009 CONDITIONS THEREOF: VAL WE SEWER DISTRICT SEWER UNE OR LINES AND APPURTENANCES THERETO DIE SOUTH 15 FEET OF THAT PORTION OF PARCEL G LYING !WHIN THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 15 JUNE 1Z 1964 5748010 CONDITIONS ?HEREOF: KING COUNTY WATER DISTRICT NUMBER 38 WATER PIPELINE MID APPURIDIANCES THE SOUTHERLY 10 FEET OF PARCELS G AND H AUGUST 3, 1973 7308030566 CCINDITIONS THEREOF: KING COUNTY SLOPES FOR CUTS AND FILLS A SOUTHERLY PORTION OF PARCEL H AUGUST 14, 1974 7408140314 COND111011 S THEREOF KING COMITY U11111 E5 AND SIDEWAUM TOGETHER 1111H NECESSARY SLOPES FOR CUTS AND FILLS A SOUTHERLY PORTION OF PARCEL H AUGUST 14. 1974 7408140315 oONanONs THEREOF: LING COUNTY SLOPES FOR CUTS AND FILLS AND A RETMNNC WALL A SOUTHERLY PORTION OF PARCEL C AUGUST 14`, 1974 741410316 O ISM COUNTY WInES AND TOGE114101 WIN NECESSM!'Y PES sce STS Ala RLLLS A SOUTHERLY POISON OFPARELE C AUGUST 144, 741a140�317 11. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: 18. GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: -NOT SHOWN- 12 EASEMENT AND THE 'TERMS GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: 13 EASEMENT AND THE TERMS GRANTEE: PURPOSE: AREA AFFECTED: RECORDED RECORDING NUMBER: 14 EASEMENT AND THE 'TERMS GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: 15. EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED: FROM: GEORGE PFEIFFER AND BLANCHE E. PFEIFFER, HIS WIFE RECORDED: JULY 22, 1937 RECORDING NUMBER: 2956749 AS FOLLOWS: THE GRANTORS RESERVE ALL RIGHT, TITLE AND INTEREST, IN ONE WATER LINE AND TAP NOW LOCATED ON THE ABOVE DESCRIBED PREMISES, FOR THEIR OWN USE AND BENEFIT. THE GRANTORS RESERVE ALL RIGHT, TITLE AND INTEREST IN AND TO ALL BUILDINGS NOW LOCATED ON THE ABOVE DESCRIBED PREMISES, AFFECTS: THAT PORTION OF PARCEL G LYING WITHIN THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 15 16. AGREEMENT AND THE "TERMS AND CONDITIONS THEREOF: BETWEEN: SOUTH CENTRAL SCHOOL DISTRICT NO. 402 AND: CITY OF TUKWILA RECORDED: MAY 13, 1992 RECORDING NUMBER: 9205130553 REGARDIPIQ CONDITIONS FOR THE DEVELOPMENT OF A NORTHWESTERLY PORTON OF PARCEL G -NOT SHOWN- 17. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED: GRANTEE: RECORDED: RECORDING NUMBER: AFFECTS: -NOT SHOWN- RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED: GRANTEE: KING COUNTY RECORDED: APRIL 27, 1966 RECORDING NUMBER: 6020668 AFFECTS: A WESTERLY PORTION OF PARCEL G ADJACENT TO 42ND AVENUE SOUTH. SAID INSTRUMENT IS A CORRECTION OF DEED RECORDED UNDER RECORDING NUMBER 5548565. -NOT SHOWN- 19. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY HEREIN DESCRIBED AS GRANTED IN DEED: GRANTEE: RECORDED: RECORDING NUMBER AFFECTS: -NOT SHOWN- S 1541 ST 27. THE FOLLOWING MATTERS DISCLOSED BY SURVEY RECORDED UNDER RECORDING NUMBER 900306900 DICROACHMENT OF A DRIVEWAY FROM PARCEL D ONTO MACADAM ROAD SMITH. -NOT SHOWN -- L4rP.E,7rJN I MI 1 r t. H 1 VICINITY MAP P40 SCALE KING COUNTY UTIUTIES AND SIDEWALKS A SOUTHERLY PORTION OF PARCEL H JANUARY 15, 1975 7501150216 AND CONDITIONS THEREOF: KING COUNTY UTIUTIES AND SIDEWALKS A SOUTHERLY PORTION OF PARCEL G JANUARY 15, 1975 7501150217 AND CONDITIONS THEREOF: CITY OF TUKWILA SIDEWALKS AND UTIUTY SYSTEMS THE SOUTH 10 FEET OF PARCELS G AND H MAY 13, 1992 9205130554 AND CONDITIONS THEREOF: KING COUNTY WATER DISTRICT NUMBER 125 WATER PIPELINE AND APPURTENANCES THERETO WESTERLY AND SOUTHERLY PORTIONS OF PARCELS G AND H MAY 14, 1992 9205140556 KING COUNTY APRIL 6, 1966 6010970 A NORTHWES7ERLY PORTION OF PARCEL G ADJACENT TO SOUTH 142ND STREET laNG COUNTY AUGUST 14, 1974 7406140313 A SOUTHWESTERLY PORTION OF PARCEL G GRAPHIC SCALE 111 MIT ) 1 Ilera 411, 110 1111.. "bo3-25 t• • • • • r LL 0 0 0 C•4 o CV • O►'` V A NMNZ M Mtn cr 0 _ 4 .-0, -- 30 .0 -± - o Z `` m w OS W I- CI W < Lai Z W c 0 c in CC 0 T g r ..ice O co N O�C� N CAC : f OD 0 z -J co ll�+wl� Ali! 0 by DN 1" =20' 1/03 ^ 2002286.00 2 2 0 5 a z LEgEND (R) RECORD DATA ABAND ABANDONDED _ :. Y` it at X ASPHALTIC CONCRETE BW BOTTOM OF WALL C8 CATCH BASIN CC CONCRETE CURB CD CONCRETE DRIVEWAY CC CONCRETE GUTTER CON CONIFER TREE CONCRETE SURFACE CTV CABLE TELEVISION CW CONCRETE WALK DEC DECIDUOUS TREE EV ELECTRICAL VAULT -¢ FIRE HYDRANT FL FLOW UNE ICS GAS VALVE GM GAS METER ▪ JUNCTION BOX UGHT POLE P POWER UNE PM POWER METER PS PARKING STALL SD STORM DRAINAGE SDCO STORM DRAINAGE SDMH STORM DRAINAGE SIGN SS SANITARY SEINER SSCO SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE T TC TMH TW Uc EB TELEPHONE UNE TOP OF CURB TELEPHONE MANHOLE TOP OF WALL UNDERGROUND WATER METER WATER VALVE YARD UGHT CI.EANOUT MANHOLE CB TYPE I RIM= 276.53 IE= 271.18 (6 "PVC -S) IE= 270.93 (12 "ADS -NE) SSMH RIM =276.62 IE= 270.42 (CTR CHAN) ✓ ilM11" • . SEE / r / 1 • S t I TOP 12 "CMP RISER = 272.43 1E =269.48 (8 "PVC -S) IE =269.33 (10 "PVC -N) IE =269.03 (15 "PVC -SW, 12 "PVC NE, 36 "PVC -SE) + SDMH RIM = 274.58 IE= (15 "PVC -NE) Ifk= 269.08 " s -sw) 15 - K .. S SD 5 "NO PARKING lam -pm" i '1. r te`. 0 • r ♦ CB TYPE 1 RIM= 273.35 (NOT MEAS) SDMH RIM = 273.88 ' • •-' ' '1 A h. 8"P VC N. W ;p`a / � �t \ . � ' \ ' . ` - 1 \ � l a. ib 1 =A r• ., - a 'N \\ C8 TYPE RIM =276.08 it = 3.28 (6"PVC -S) IE=273.18 (8"DI -NE) 1 M �b9 CB TYPE 2 RIM== 275.20 IE= 269.70 (12 "ADS -SW & 15 "ADS -NE) IE= 269.40 (15 "ADS -W) cn " s i i i \ e 5' 5' 6 " SS, CONNECT TO 8 "SS 7 AIL • `y . • • \ • ■ . .i•r' mll■. • + ‚. ‚. ‚ ‚ c 2 2 J y .\\\ \ � \ \ \ \ Ch ' • 5' 6" 55 CAPPED (R) �d Pe �NO r � ti CB +� RIM 70.9 9 IE =2.7.79 (12 "PVC -SW) \ IE =2 ;r.74 (6 "PVC -NW & SE) \ \ • � \ r \ .�" SMH ( ABAND) \ 5 . RIM =273.64 = ( 270.64 (CTR 8 CHMI) } ' I • I \ \ \ " \ . k ' \\ e1,1 r ^ - �< ; i L V 1 \ .� • • f FLOW DISPERSAL TRENCH (R) - CBTYPEI RIM =268.95 IE =267.10 (6 "PVC -NW) IE= 267.00 (4 "PVC -N) IE= 266.95 (4"P VC-S) FLOW DISPERSAL TRENCH (R) 4 FENCE 3.2' W. PROP UNE SDMH RIM= 273.96 IE= 269.16 (CTR 36" CHAN) ti 6 � 0 +� FENCE 2.4' W. PROP LINE FENCE 2.2' W. PROP UNE 20 0 10 20 GRAPHIC SCALE 40 (IN S) 1 inch as 20 !t O 3-2 V C0 � JA 1. -�... 4o "re. c -. • - , • -k '. X 32 INN J 022411 3t12. 10P11' 1 :1 0 w • a V IE 278.0 NOTE SEE STRUCTURAL NW ARCHITECTURAL RAMS FOR / EQ'O FtX/l C4 DIMINAGE SYSTEW TOP. BUILDING FFE = 280.50 RIM 280.20 278.20 TOR PNIRKIN I ^-GRA RIM 279.50 IE 77. .16 x a CHAN) I NOTE: AFTER CONSTRUCTION IS COMPLETED, REPAIR AND REPLACE DAMAGED FEATURES WITH UKE CONSTRUCTION. CLEAN AND RESTRIPE PARKING. 1 1 11 11 11 1 1, 11 I I I I II ?.> `t \ ss 5 11/04/03 6 11/24/03 CRY COMMENTS INCORPORATED MOVED HVAC UNITS i T REC. NO 501150217 l \ N 1 � "HANDICAP PARKING WEST Lor 20' WATER EASEMENT NO. 92051 -SEE BEL CB (IY) N "NO P RKING" EC. 556 i 1. N N N w N r S 10 SCALE - ^.. \„\• ^,. EROSION IAA DRAINAGE PLAN 1 1 SW 1/4 SE 1/4 1 I 1 1 1 r 1 X 1 1 1 II 1 1 1 1 I, \, 1 � 1 II 1 1 1 1 1 1 1 \ II 1 SEC. 15, TWN. 23 RNG. 4E W.M. ENCE 1.2' W. PROP LINE ATE i. 1 tilt/ COR WALL 0.6' W. PROP 41 I LINE ir . i 7 I I 1 I 1 i, ' r SW COR WALL 0.4' E. PROP LINE ND OF FENCE 0.3' E. PROP LINE ASPHALT 0.4' W. PROP LINE P 6 0 n iz NIXIZONVIL UNE OF 111E SIOUNIENN 0111111061 of 3113131011 136 1011.911, 23 MORK MICE 4EiM NOM 111741n r Eder DRAINAGE CONSTRUCTION NOTES; FOR GENERAL STORM DRAINAGE CONSTRUCTION NOTES, SEE SHEET C1. VERIFY CONNECTION TO EXISTING SYSTEM. CONNECT AS REQUIRED TO ENSURE SUFFICIENT SLOPE FOR POSITIVE FLOW/DRAINAGE. parr dF SA t a INSTALL FILTER FABRIC PROTECTION IN ALL NEW AND EXISTING CATCH BASINS. MAINTAIN FILTERS UNTIL SITE IS STABIUZED. SEE DETAIL 2 ON SHEET C -5. INSTALLATION IN EXISTING CATCH BASIN NOT IN CONTRACT. EXISTING STORM UNE RUNS EAST -WEST IN STREET. UTIUZE FOR DISPOSAL OF CLEAN ROOF RUNOFF. D4 MAINTAIN ROCK CONSTRUCTION ENTRANCE AS INDICATED ON THE PLAN AND PER DETAIL 3 ON SHEET C -5. INSTALLATION NOT IN CONTRACT. FILTER FABRIC FENCE FROM DEMOLITION CONTRACT WILL BE REMAINING ALONG THE EAST SIDE OF THE SITE. CONTRACTOR IS REQUIRED TO FURNISH AND INSTALL FILTER FABRIC FENCE ALONG THE REMAINING PERIMETER OF THE SITE IN THE APPROXIMATE LOCATION(S) AS SHOWN. e FOR FINISHED GRADES SEE GRADING AND UTILITIES PLAN, SHEET C-4. CONNECT DOWNSPOUTS TO ROOF LEADERS. VERIFY DOWNSPOUT LOCATIONS WITH ARCHITECTURAL PLANS. PROVIDE SUMP AT EACH CONNECTION POINT. SEE DETAIL 1 ON SHEET C-5 PROVIDE TIGHTUNE 6" PVC ROOF LEADERS TO DOWN SPOUT LOCATIONS. VERIFY LOCATIONS WITH ARCHITECTURAL PLANS. CROWN OF PIPE TO BE MIN 18" BELOW GRADE. PROVIDE 6" PVC TIGHT UNE FROM PERFORATED FOOTING DRAINS ON WEST SIDE OF BUILDING. COMBINE AT IE 276.48. WELL BELOW FOOTING DRAIN ELEVATION. e NEW SS UNE AND MANHOLES INSTALLED UNDER DEMOUTIO CONTRACT. USE CAUTION TO PROTECT AND PRESERVE. FURNISH AND INSTALL CONSTRUCTION PERIMETER FENCE I THE APPROXIMATE L . • TION ,; S 0 e SAW CUT AND REMOVE EXISTING SIDEWALK AS REQUIRED TO FACILITATE HOOK UP TO CATCH BASIN. THE WHOLE SIDEWALK PANELS SHALL BE REMOVED AND RESTORED PER CITY OF TUKWILA STANDARDS SEE DETAIL 13 ON SHEET C -5. e NOTE TOTAL ADDITION OF IMPERVIOUS SURFACE IS LESS THAN 5,000 SF. APPENDIX C OF KING COUNTY SURFACE WATER DESIGN 2 MANUAL USED TO PREPARE PLANS. t � Thor Tans have hccn re,-rm°c t. c • . is wr,;:c Department for crrfnrmanec with c irrrnt Cite starclards. Acceptance is subject to erron and n i«ionc which do not arotboriat violations of Star. earth or ot'd insnas. The r q+oosa .`r- :he a egt:aCT of the deign netts totally with the c- r-. AdJ1;iorK. deletions or miraoas to these d-aw'res after this da'e w Z raid this acceptance ar d 1 rec. ire aac.r5,a� r: :ml of revised drawings for 'ul-sec`.:ent ar ,. ` `a'- rc arce :r cr *! •a Fe:d .r.vertion s - ?c P c Q':+rk -trines Errs- vc'^c Dote= ■ SITE VOLUME TABLE CUT 391 CU.YDS FILL 94 CU.YDS NET 297 CU.YDS CUT V sane 1%0 Mr 0 5 b TO CALL BEFORE YOU DIG (800) 424 -5555 NO. DATE 1 7/29/03 2 8/14/03 3 9/23/03 4 10/13/03 CONSTRUCTION SEQUCNCE AND PROCEDURE: PROPOSED DEVELOPMENT OF COMMERCIAL PROPERTY WILL INCLUDE SITE GRADING AND EROSION CONTROL MEASURES DESIGNED TO CONTAIN SILT AND SOIL WITHIN THE PROJECT BOUNDARIES DURING CONSTRUCTION UNTIL PERMANENT EROSION CONTROL MEASURES ARE IN PLACE. EROSION CONTROL WILL BE ACHIEVED BY A COMBINATION OF STRUCTURAL/VEGETATIVE COVER MEASURES AND CONSTRUCIION PRACTICES TAILORED TO FIT THE SITE. BEST MANAGEMENT PRACTICES (BLIPS) WILL BE EMPLOYED TO PROPERLY CLEAR AND GRADE THE SITE BEFORE ANY CONSTRUCTION BEGINS ON -SITE. EROSION CONTROL MEASURES SHALL FIRST BE INSTALLED. THE PLANNED CONSTRUCTION SEQUENCE IS AS FOLLOWS: 1. HOLD THE PRE - CONSTRUCTION MEETING WITH TUKWILA PUBLIC WORKS, WATER DISTRICT 1125 AND VAL WE SEWER DISTRICT. 2. FLAG OR FENCE CLEARING LIMBS. 3. POST A SIGN WITH THE NAME AND PHONE NUMBER OF THE ESC SUPERVISOR. 4. INSTALL CATCH BASIN PROTECTION, F REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE. BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE SURFACE WATER CONTROLS OR EROSION CONTROL MEASURES, OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR AV DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST. PLASTIC SHEETING, OR EQUIVALENT. 13. STABMJZE ALL AREAS WITHIN SEVEN DAYS OF REACHING ANAL GRADE. 14. SEED OR SOD ANY AREAS TO REMAIN UINWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, STAB$UZE ALL DISTURBED AREAS AND REMOVE IMPS F APPROPRIA'TE. CONTRACTOR MUST DENTE AN AREA FOR WASHING EQUIPMENT AND CONCRETE TRUCKS TO CONTROL RUNOFF AND PREVENT ENTRY INTO STORM DRAINAGE SYSTEMS. DRAINAGE LEGEND FOR SYMBOLS GRADING, AND DRY WELL DOWN SPOUT AREA DRAIN CATCH BASIN SURFACE FLOW DIRECTION FOOTING DRAIN UNE STORM DRAIN UNE FLTER FABRIC FENCING SEE STORM NOTE NOT SHOWN SEE UTILITIES SHEET. ODW OAD FD SD -�x x--- -. x.3366 C•2 * !a NO. DATE REVISION 1 7/29/03 DENKUIDON PLAN REVIEW SuBMrrTAL 2 8/14/03 ENGINEER PLAN SUBMITTAL. 3 9/23/03 OWNER COMMENTS INCORPORATED 4 10/13/03 CRY COMMENTS INCORPORATED 5 11/04/03 SECOND REVIEW INCORPORATED l \ ` \ I \ n \\ TAP{ •1 ?AII NOTE: PROTECT EXISTING ASPHALT, CURB, SIDEWALK, AND STRIPING. IF DAMAGED DURING CONSTRUCTION PATCH, REPAIR, AND REPLACE AT NOT COST TO OWNER& ME OF OESSIL 11EE!S Wer 1E11151 ON SNE RMiT SIE Iq1' OEP1CIELL II'9 9MNL E SOLELY IIIESPOIMILE FUR IEIUOCIOION E CONFUCIUS EISSIOS MINES 9MON 01 Imo. CAM FOR LOOKS cameral. ERQSOLCIIIMLIZSBRISIEILLULAGM ENDSON CONINOL 1181SUNES ME NM WINED 10 1111E NEM ON TIME PUNS. 116 CONNINCIOR E 1111311PONSSLE RIR 1HE INSINUJOION AND 11111111118MIICE OF AL ENDINGS 432111110L 11119131.13. NO SUMO OF DOSING ae SIM E AWNED. CME SIML E TAI A 141180131. 1110111111011 OF SUS IUD NO P WATER ENT 92051 BEL PARKING WEST for KING" `\ 0 1,A.J `�. S i 1 \ 4 . ' • S • 1 • �i 44*' �H ST. I1 \ I 1 11 \ 1 I \ II \ \ 1 J1 \ \ I \ 1 \ \ I \ \ 1 , 1 1 I l \ I 1 0 10 SCALE 1 I I 1 I 1 1 X� \ 1 1 SW 1/4 SE I ■ 9. /4 SEC. 15, TWN. 23 RNG. 4E W.M. • ' ... I (i) 1 I I I I I I 1 a 1 I 1 I 1 1 1 I I 1 1 I 1 I I I l I 11 I 1 1 1 I FENCE 1.2' W. PROP LINE NOTE SEE SHEET C -2 FOR DRAINAGE, DUST AND ,EROSION CONTROL. NW COR WALL 0.6' W. PROP LINE SSMH RIM=276.82 IE= 269.22 (ABAND -N) IE= 269.12 (PLUG --SE) SW COR WALL 0.4' E. PROP LINE END OF FENCE 0.3' E. PROP LINE ASPHALT 0.4' W. PROP LINE Uc-P UON-T (AC LA ILCAS. r WISED ON ME SUM UK OF VIE SOUIDEASI GUNISER OF SIMON WOKE 4 OWL NOM 11 _g 18740 Blsr SITE DEMOLITION NOTES: FOR GENERAL CONSTRUCTION NOTES, SEE SHEET C -1. PROTECT EXISTING WATER METER AND VAULT TO REMAIN. REMOVE USTING AIR CONDITIONING UNIT AND TURN OVER TO OWNER, DEMOUSH AND REMOVE ALL. ASSOCIATED PIPES AND SLAB. DISPOSE OF REFUSE OFF- -SITE. REMOVE EXISTING SANITARY SEWER UNE BETWEEN EXISTING MANHOLE AND NEW MANHOLE AS SHOWN. SEE SHEET C-4. OLD. REMEDIATED ABANDONED OIL TANK IN THIS VICINITY. VERIFY THAT IT IS FILLED WITH CONCRETE. REMOVE TANK AND APPURTENANCES REMAINING IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. DISPOSE OF REFUSE OFF- -SITE. GAS METER AND SITE SERVICE TO BE REMOVED. CONTACT GAS PURVEYOR TO COORDINATE REMOVAL OF METER AND UNE CAP EXISTING 4" SS AT THIS APPROXIMATE POINT, AS CUOSE TO MAIN AS POSSIBLE, REMOVE WASTE LINE WEST OF THIS K—) 2 EXITING SS UNE AND INSTALL NEW SS . SEE SHEET C-4. e . CAP AND REMOVE DaSTING ABANDONED SANITARY SEWER UNE ACROSS SITE. DISPOSE OF REFUSE OFF —SITE. REMOVE EXISTING GAS UNE BACK TO THIS APPROXIMATE POINT. ANAL LOCATION OF TERMINATION TO BE COORDINATED WITH GAS PURVEYOR. CONTRACTOR 10 FABRIC FENCE TO CONTROL ACCESS TO SITE INSTALL TEMPORARY CONSTRUCTION ENTRANCE PROVIDE ACCESS GATE IN PERIMETER FENCE AT THIS LOCATION. aunt mom waft a� PROTECT EXISTING UGHT TO REMAIN. CAP DUSTING WATER SERVICES AT THESE APPROXIMATE POINTS. REMOVE ENTIRE UNES NORTH OF THESE LOCATIONS. SALVAGE EXISTING METERS AND BOX FOR RE —USE. PROTECT EXISTING WATER LINE TO REMAIN. PROTECT EXISTING PHONE AND CABLE TV LINES TO REMAIN. PROTECT TREE TO REMAIN. REMOVE easTlNG SIDEWALK. CUT AND INTERRUPT PHONE AND CABLE UNES AT THIS POINT. REMOVE TREE AND STUMP. STUB MID CAP DUSTING STORM UNE. REMOVE EXISTING HEAT PUMP UNIT AND SLAB. CONNECT TO DUSTING MANHOLE. SEE SHEET C-4. PROVIDE NEW SS MANHOLE FOR NEW SANITARY SEWER UNES. SEE SHEET C--4. DEMOUSH AND REMOVE EXISTING FOUNDATION, BUILDING. AND RELATED FEATURES. COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. DISPOSE OF REFUSE OFF —SITE. REMOVE DUSTING ROOF DRAINS, TYP. LOCATION OF NEW SANITARY SEWER UNE SEE SHEET C-4. INTERRUPT UNDERGROUND POWER AT THIS POINT, TERMINATE IN JUNCTION BOX. COORDINATE WITH ELECTRICAL PLAN. REMOVE EXISTING SSMH, AND ASSOCIATED UNE SEE NOTE MILD riaIS Farr �3 D 5 10 20 CALL BEFORE YOU DIG (800) 424 -5555 LEGEND SYMBOL , DESCRIPTION SEE DEMOLITION NOTE FOR SYMBOLS NOT DEFINED ON THIS PLAN REFER TO LEGEND ON SURVEY, GRADING OR UTDUTY PLANS. NOTE: ALL PERMIT FEES, UTILITY HOOK—UP FEES, METER FEES, CONNECTION /DISCONNECTION FEES TO BE RESPONSIBILTY OF ,AND PAID FOR BY OWNER. DEMOLITION PLAN NOT IN CONTRACT FOR REFERENCE ONLY i cr OVIC -' Cd tic F i - !ic cn:i :c r . ncc - rirn current u F;ect to errom and 1 nrr, aUt )r 7 ► '' .. cTar�' _, car / / ,nsihilicy f ' *:e des: rc, �'�:i� �i: h the or,- 'sions� '..( + these a -c' ' d - 3i of -ez sed . :.gs li z 0 g i g .t s.42 H riTilwXr ....o. .t 111111011111 ASK ASK F 723366 • \ f2 \ MATCH E WILL USE G DUMPSTER MIDDLE SCHOOL. 280.50 FF 280.46 TS 280.50 FF 280.00 FG r .� 1 I I I I I I I I r i 280.50 FF 280.46 TS GRADE BREAK 280.50 FF 280.46 TS 280.50 FF 280.00 FG 280.50 FF 280.00 FG 280.50 280.46 TS NOTE: CONTRACTOR IS RESPONSIBLE FOR PAD CONSTRUCTION REQUIRED FOR METERS, TRANSFORMERS, HVAC, \ MECHANICAL UNITS, ETC. CHECK WITH MECHANICAL, ELECTRICAL, AND ARCHITECTURAL PLANS FOR DIMENSIONS. BUILDING FFE = 280.50 280.50 FF 280.46 T5 NOTE APPRO GAS SERVICE M LOCATION MECH DRA 280.50 FF 280.46 79.82`� rf. CON • CT SLAB FOR MECHANICAL UNITS. SEE DETAIL A -6 ON SHEET A ' . PROVIDE WEEP TO DRAIN (2" P THRU CMU WALL) DBSTNG NOTE cam URu,Y INFORM 101011 INS ORDRIED FROM 1N5T NMI ABLE SOURCES AT RE RYE OF ate. MINES NOW SWF CAN snE WT IE - MA L OE SOW 1113P01111111JE FOR 118110010.1 OF CONFUCIUS SIMS MOM IINEINER SWIM At IRE. CALL Foe Lr,S c CIO EROSION CoNIROL NO9uE3 NE Nor LIMED /11) RE Fors ON 114ESE RUNs, wE owNIVIc.IoR RESPwSNILE FOR WE INISVIWNION AO wNEIwSCE OF ALL ewsiaN oar IND SILTraioN aF MEMO as wiaPouEo 1111,111,11E FAWNS SNAIL IE MuaE& aIE swat OE MIEN VD MEW INSIaioN as pus 10 of sPIE wioPeeNEs. 0/13/03 1/24/03 CITY COMMENTS INCORPORATED SECOND REVIEW INCORPORATED GR. DJNG LEGEND FOR SYMBOLS NOT SHOWN SEE EROSION CONTROL MID DRAINAGE SHEET. SEE GRADING NOTE OF NUMBER INDICATED NEW CONTOUR EXISTING CONTOUR DITCH FLOWUNE OR GRADE BREAK FINISHED GROUND ELEV FINISHED FLOOR ELEV TOP OF SLAB ELEV 100.00 FG 100.00 FF 100.00 TS cB (tit *282.90 TS ANDRAIL REQ'D FOR ACCESSIBLE ROUTE DICAP PARKING WEST col LOT" NECT NOTE: ROUTE AND C11ONS FOR • ELECTRICAL, AND CABLE U NOT SHOW ELECTRICAL AND MECHANICAL WINGS FOR THE U LIDS AND SPEC REQUIREMENTS. 1 . " CHAN) 8" PVC 1 22.5 LF W COR WALL 0.6' W. PROP LINE RIM 275.57 IE IN = 267.64 IE OUT = 267.54 (VERIFY) SW COR WALL 0.4' E. PROP LINE ND OF FENCE 0.3' E. PROP LINE n s • • .. f • 0 " 1 • • GRADING CONSTRUCTION NOTES: FOR GENERAL GRADING CONSTRUCTION NOTES, SEE SHEET C -1. R = 275.22t TI-A--cc plans have been IE 1 2 6 7.12 OrPVC-N)- Department for cryniormaace with cum= rar_darlC. Acceptance is stibi to anus r:d E =y 66.92 ( TR 8 ,E: i-.A NO_ .. do not author ions of adepcd an,::- J , .1rJinart . The rc asi Iir . 1 :,r -c :It the desi '. ;its totally with The _---� .: gnc-_ A0.6.111:.::.. kc3 ti.r5 x to iSiacts to tbcsc driR':r.gs alter :his =re will void this axeptsnce and will rtviire a r st it al of mvised drawings NO GRADING IS TO BE DONE OUTSIDE OF CURBED AREA. UNLESS NOTED OTHERWISE, FINISHED GROUND ELEVATIONS OUTSIDE THE BUILDING SHALL BE 0.5' LOWER IN AREAS WITHOUT ENTRIES OR SLABS. FINISHED GRADE WILL BE 0.04' LOWER THAN FINISHED FLOOR AT ENTRY WAYS. GRADE OF SLABS WILL BE AS SHOWN FOR DRAINAGE. SPOT ELEVATIONS SHOWN ARE FINAL GRADE AT TOP OF PAVEMENT, SLAB, OR GRASS, AS APPUCABLE. INSTALL HAND RAIL AS REQ'D. SEE DETAIL 12 ON SHEET C--5. WATER CONSTRUCTION NOTES: FOR GENERAL WATER CONSTRUCTION NOTES, SEE SHEET C -1. VERIFY LOCATION FOR CONNECTION TO EXISTING SYSTEM. CONNECT PER DETAIL 7 ON SHEET C-5. RESTORE TRENCHES TO 95% COMPACTION. 1-1i" SERVICE TAP USE EXISTING 1 3" WATER METER AND VAULT, IF SALVAGEABLE. PROVIDE RPBA REDUCED REVERSE PRESSURE BACKFLOW ASSEMBLY IN BELOW GROUND VAULT PER CITY OF TUKWILA STANDARDS. HOT BOX SHALL BE WITH HEATER. POWER SUPPLY REQUIRED FOR HOT BOX. 1 - WILKINS MODEL 975XL 13" REDUCED PRESSURE ASSEMBLY OR EQUAL 1 -- HOTBOX MODEL HB3000 OR EQUAL FOR USE OF EQUAL SUBMIT CATALOG CUT SHEETS TO CITY OF TUKWILA. VERIFY LOCATION OF NEW WATER UNE ON ARCHITECTURAL AND MECHANICAL PLANS. LOCATION OF IRRIGATION METER. CONTRACTOR TO VERIFY. SEE LANDSCAPE SHEET L1.02. PROVIDE BACKFLOW PREVENTION PER CITY OF TUKWILA STANDARDS. SANITARY SEWER CONSTRUCTION NOTES: FOR G ' • SEWER CONSTRUCTION NOTES, SEE SHEET C -1. COORDINATE CONNECTION TO EXISTING SYSTEM. VERIFY CONFIGURATION. NOT IN CONTRACT. PROVIDE 48" DIAMETER TYPE 1 MANHOLE FOR CONNECTION TO EXISTING SANITARY SYSTEM. 8" IE IN = 267.64. PROTECT EXISTING SERVICE. MAKE CONNECTION AFTER HOURS. CONTRACTOR MUST NOTIFY ADJACENT PROPERTY OWNERS AND COORDINATE ANY SERVICE INTERRUPTIONS. SEE DETAILS 9, 10, 11, AND 14 ON SHEET C -5. NOT IN CONTRACT. 0 5 10 A CALL BEFORE YOU DIG (800) 424 -5555 9/23/03 OWNER COMMENTS INCORPORATED UTILITIES LEGENQ FIRE HYDRANT WATER METER EXISTING WATER UNE PROPOSED WATER UNE CLEAN OUT TO GRADE NEW SSMH EXISTING SEWER UNE SEE WATER NOTE WATER WATER If STALLATIQN NOTES: 1. MAINTAIN A MINIMUM OF 18 VERTICAL SEPARATION BETWEEN SEWER AND WATERMAI NS. 2. MAINTAIN A MINIMUM OF 10' HORIZONTAL SEPARATION BETWEEN SEWER AND WATERMAINS. 3. THE LONGEST STANDARD LENGTH OF WATER PIPE SHALL BE INSTALLED SO THE JOINTS WILL FALL EQUIDISTANT FROM SEWER 4. WATER LIES MALL CONFORM TO AWWA C900 CL 200 FOR PVC LINES AND AINWA C151 CLASS 50 FOR DUCTILE ION. SEE NOTES ON THIS PAGE FOR FURTHER REQUIREMENTS. 5. INSTALL ALL WATER LINES TO PROVIDE A MINIMUM OF 42" OF COMER FROM FINISHED GRADE TO CROWN ON UNE. 6. SEE SHEET C -1 FOR GENERAL . SEE SHEET C - FOR MATER SYSTEM AILS. • 41. y.. , .716.ft «• ' TO VERIFY EXACT LOCATION, UNE TYPE, SIZE AND DEPTH OF EXISTING MAINS AT CONNECTION POINTS PRIOR TO COMMENCING WATER SYSTEM INSTALIATION. COORDINATE WITH CRY OF TUKWILA INSPECTM 72 HRS. PRIOR TO DISTRIBUTING ANY SHUTDOWN NOTICES, F REQUIRED. op U O z a • /II w ? v . z w a tin ( F CT UPI X Willi 0 4401ilW C1 4 • Vp c• •eC afs, M E.4 wo At ' get 41 0-- w � a ' ' ° w M eqi 1 4 vio 0 F23366 C-4 ` i 4 T a CAF 5 I �r N0. DATE REVISION 1 7/29/03 DBAOUTION PLAN REVIEW sueMRTAL 2 4 8/14/03 ENGINEER PLAN SUBMITTAL 3 9/23/03 OWNER COMMENTS INCORPORATED 4 10/13/03 CRY COiIMEN1'S INCORPORATED 5 11/04/03 SECOND REVIEW INCORPORATED SWUM Cioru. DIRTWILLIVILTRATIONIMITal ROCK CONSTRUCTION ENTRANCE l albodies s - be • moon of • Owe oh! at Mrs sus .r /iirrst •r glom Ilse some OM Is ewer a NMI or *ore • Aria r~ seswrwr err awrrst it, tososeelo JON* ski be oleoset every at mom AM' emery 11'. i tresst a ncrolo sr sr M=" w r or s^r memo vrirr. reek es easement spe/M w . +rr e a ooe AwwO• 41. 4.wr e► OOPS. a..QS.e Cork rem or sabsolk !■... •. .� r.rrset JIM - Nos mot .e sr b t .r sollooel wow 25' Length may be modified by DDES inspector as site conditions warrant. ELEVATION ROOF LEADER SUMP CONNECTION ROOF LEADER SUMP.DWG SITE STAIRS SEC11ON 11-- I i --II— SEE PLANS FOR NUMBER OF STEPS ..sse anwirsir >r•rr NM MIL —mss 'p II TYPE 45 CB ROOF LEADER CONNECTION SUMP WITH REMOVABLE GRATE/L!D TLET PIPE. T IGHTUNE SIZE PER PLANS � #4s O16"0.0. EA. WAY, TYP Or III 11111 MN /!lam /l /lll V - - !Apr AO , .r 1 .,.� i l r i i r t! \l .//` WV// / / / � //// /, / /1 / //l/r!l/l/l' /Ns � ,//\‘‘\' S\ '/ / MIN sew RUM AIM — - LIS S SW 1/4 SE 1/4 SEC. 15, TWN. 23 RNG. 4E W.M. STANDARD STRENGTH FILTER FABRIC El" I =11 NTS CATCH BASIN CATCH BASIN FILTER GRATE NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. da3 -259 APPOOp CE;; 2003 its CRV nienA 103V 0 5 2843 ;CAP' COMA t2_;o3,c� U q •0 E-1 O 4e4 F g 444 0 *4 Cas)z C A F .40t E ° 6: I I:: P c!): C '" ) ? " z 111101101 .• ASK A F23366 ET S OF 5 • I Copyright 02003 by SAS Duane Bryant. AU rights rese 56-JAPANESE SPURGE * 2' 0.C. 12-IYAKU PRINCESS' RI-1000DENDRON 5-PORTUGAL LAUREL 20-'CRIMSON PYGMY' BARBERRY 9-MEXICAN ORANGE 1111 ,7 011.14 tatifti 0 CO 0 0 OA 0 tiltd OA, 0 0 WO #4 119 litOA t * VA Pateel " PRP- 7 _ 1 riAGjC CAWET' ;A. - - (2 L • • 4 1 4 0 " 40 .41E0041100 44.4,Wee-e it. 4140+ 00000 4 4 1 i t Irmai4- arovAgrp owes% An, ow 0 406...k o - 141:001tarelifiew 4, ... 4, et et iiimAkt elf******Vraolt,0 - 6olkaatkolectimactactooactekao .1 E WIORANT I-GREEN JAPANESE MAPLE • • i-IYDROSEED _LAM ..• 12-IREEvE'S SKIMMIA 26- L - - ' > LAUJN EDGE 44YDROSEED LALLN PLANT MATERIAL LIST I arr. I ro4.s . � COMMON NAME I SIZE I SPACING 4 / I / dd. ILL „ HYDROSEED LIPM066.14111111111111" 51111 E*; 41Ig VATM A prA``‘Iriw'mpIN .1141A1114. f.tfj_ SWEET NOTES 1_ Ref. to detais and specificabans tar acklitiond ktformation. 2- No plant substitutions shall be permitted without prior approval of Landscape Architect/Dener. 3 m work shall be perforated to the satisfaction of the Landscape Ardatect/Owner. 4_ Plant list qv/entities we shams tar reference only Contractor 'is responsible far verifying all quantities in OM with actual plan cal-outs and installing plantings per the lawdspape plan_ Crowridcow quatetities shdl be adjusted as remiked for field conditions at the specified spacing. Sluctural fill area= Any landscesie areas =curing welkin structural fill zones shall have said structural flIl niaterials evcavoted to 0 depth of 12 below finish grades in shrub areas and 6' bellow grade la lamp areas. and replaced with swilled Upset Dispose al encievelecl material off site. 1441/4,6 1)4k,rE6 p e f • 4 257 5-WINTER HEATHER * 2' 0.C. ISiING GRASS Te3 REMAIN EXISTING TREE 3rtZer TREE Pgk 00714/i. B I. • 2I-WINTER HEATHER MIX 21 0 C. I-EUROFEAN co . 43; 1 U) F- 46. I , I , I .7. = =1 CH AINLOCK TREE TIES 3 TREE PLANTING AND STAKING DETAIL SHRUB PLANTING DETAL (CONT.. 8 & AREA FOR SPACING ADJUSTMENT TRIANGULAR SPAONG PLANTING BED SPEOF•ED PLANT SPAONG= INDIVIDUAL PLANTS REPRESENTED AS + PLANT SPACING DETAL LAVIN AREA (TYPICAL) FINISH GRACE LAWN EDGE DETAL se: Nizerit :1771 r ie r.: swee,;40 SS 7 • e es G + + + + + 14 • AWING PIT- S•ALL BE A MINIMUM OF TRICE ROOTBALL MTH. 4- 6 EDGE SHRUB BED \-2/3 s'X' (rwic.AL) oF ri(TAA ApPISNED DEC -2 NO3 ks NTS CONTINUOUS OUTER ROW OF PLANTS SPACED "X` ON CENTER MID SET BACK FROM THE PLANTING BED EDGE 2/3 - X - /3 - x - EDGE OF PLANTING BED NTS MULCH (2)- BVC WOOD TREE STAKES (MIN. 6* HT.) 2 MULCH IN BASIN 3 WATER RETENTION BASIN (IN SHRUB AND GROUNOCOVER AREAS ONLY) FERTILIZER TABLETS REMOVE BURLAP FROM TOP 2/3 OF ROOT BALL. BACKF1LL SOIL MIX COMPACTED MOUND OF (mutt SOIL MIX NOTE: REMOVE TREATED OR SYNTHETIC BURLAP COMPLETELY. WATERING BASIN BERM FERTILIZER - -e DEPTH PEEL BURLAP BACK FROM TOP HALF OF ROOT BALL AFTER PLACING SHRUB IN PLANTING HOLE (REMOVE COMPLETELY IF FIBERGLASS OR TREATED). BAOCF1LL SOL LOX • NTS NTS NOR11-1 o SCALE: 1" = 0 ‘. I_TRt i bc) - 3-257 3 r!an have t-CC77. 'c'•ie*-ved r117- \(Tkc.. ity is C1.11'!CC't errf-rs Crich or fc of L'eciczn :es:s totliv sviti deeT:ons or rcy',:sions :o thes- dr after :his L'ae_e wI:1 void ti re;ist:-.,.1 rawigs :cr Fizz! arceranze :s s:1; die Pub:ic I„)ate: By: le BISS DATE 09/25/03 ItEVSICIP6 As, REvt:4015 PER ADDecturi •2 ,„,-- ---„A _.------ _.__. ARCHITECTURE 724 Columbia Street NW Suite 400 Oympia, Washington 98501 T 360.943.4650 F 360357.9022 100 First Avenue South Suite 200 Seattle, Washington 98104 T 206.340.1552 F 206340.0412 DRAWN BY CHECKED BY TLG 10/15/1D3 Jr11 4 6 4 FEV151245 PER RELIC wows 11150D3 TLG 11 REvisiams PER crrr Mae TLG CONSTRUCTION DOCUIMENTS LANDSCAPE PLAN 23032 www.bissdb.com • ,... . lo. • :-- 'I ' - - _ _*- - III- _ - :_ 7.7 (2 ACER 1‘11310.81 'OCTOBER GLORY' ocToeER GLaRy. MAPLE 2" CAL., 12 Ilk 1-IT.. 848 • s 0 ‘.. .cl r• - -. . - _ •• - -- s - . - •. 8 a OCEDRUS DELI INCENSE CEDAR 6' WT., 848 41 EA I-ONO-CRIMSON' vERGREEN AZALEA 2 GAL. CONT. * 24' 0.C. 21 '.1. - : -. TWUNEIERGII tRII5CH PYGPIr 'CRIriepoti FrYGMY' BARBERRY 2 GAL. CONT.. * 2 0.C. 1 - .-: z THLIKIBEgrxil 'ROSE GLOSS 'ROSE GLOW' BAREERRY 5 GAL CONT. • 4' O.C. 9 •YSIA TERNATA MEXICAN ORANGE 5 CaAL. CONT. • 4' O.C. . ....-......i 111 . ....r. 01.-r............ ..... Arb.b...• - .....,.....-...... ..,,'":,.. -....-- ..... 4.-.....• ".. 103111 PACA-rYSANDRA TERNINALIS jp i GAL CCHT • r 0.C. :741 :rdiri, - ------."" - - . 7:. . . r7g7r" ..- .-. .;. --.... ' 0.C. hi Wad o`ai . s _.....---■....,.. .:.....,--..... - ..... .... . .z.4 ..... ' .211h AL. 411. Ali /11■ AI Alb Kr,==.11 EIMIPN7:-. .,... : dr 4 24" MIN. HT 13413 OR c 5 0 .7 IP --- .A -." .7_4 • • i t• 1:: di ....- O 7,i • . - ..70rcpar -r • 7 . IP. qiiir w. - .1- -77. . - TN:7.1 - 5. .7-- .Twer'-in lIn '-'-tr47.74; 7 1..,Yrri IRX 4 0 .c. 2 armor ....d...JLA...i. . %Jr ..../ .6... ' ad ...... di. %aft, E ...PAL ' 1 Plar• I W I P .0 ',A . 0 _ _Iimr-,_ _ , Irellr-Mr-_11 _ _. .r 111,4' _ Ir. _ _ SPIREA JAPONICA T1AGIC CT' "MAGIC CARPET' SPIREA I GAL_ CONT. • 24' 0.C. vIBURNUM X 130CNANTENSE 'DAM 'PAW vIDIURIABI 32 Hi 154113 OR Cati. • . 0.C. 14 vIBLIRIMM Tine 'SPRING 13011112ET' 'SPRING 130U0LET" vIBUFW4111 5 GAL CCM. • 4' 0.C. 4• WINTER WEATHER roc PLANT W4 GROUPS OF 3-5 I GAL. GOVT. • 24' or. sEracA CA -vivEum. vivo-Lill HEATHER 'MICA GAMMA IIIINTBR ISEr WINTER IMAM" MEATIER •ERICA PAPILETENSIS IMED MK' IMEDITIEVIRANMEAti MK' WEATHER Copyright 02003 by SAS Duane Bryant. AU rights rese 56-JAPANESE SPURGE * 2' 0.C. 12-IYAKU PRINCESS' RI-1000DENDRON 5-PORTUGAL LAUREL 20-'CRIMSON PYGMY' BARBERRY 9-MEXICAN ORANGE 1111 ,7 011.14 tatifti 0 CO 0 0 OA 0 tiltd OA, 0 0 WO #4 119 litOA t * VA Pateel " PRP- 7 _ 1 riAGjC CAWET' ;A. - - (2 L • • 4 1 4 0 " 40 .41E0041100 44.4,Wee-e it. 4140+ 00000 4 4 1 i t Irmai4- arovAgrp owes% An, ow 0 406...k o - 141:001tarelifiew 4, ... 4, et et iiimAkt elf******Vraolt,0 - 6olkaatkolectimactactooactekao .1 E WIORANT I-GREEN JAPANESE MAPLE • • i-IYDROSEED _LAM ..• 12-IREEvE'S SKIMMIA 26- L - - ' > LAUJN EDGE 44YDROSEED LALLN PLANT MATERIAL LIST I arr. I ro4.s . � COMMON NAME I SIZE I SPACING 4 / I / dd. ILL „ HYDROSEED LIPM066.14111111111111" 51111 E*; 41Ig VATM A prA``‘Iriw'mpIN .1141A1114. f.tfj_ SWEET NOTES 1_ Ref. to detais and specificabans tar acklitiond ktformation. 2- No plant substitutions shall be permitted without prior approval of Landscape Architect/Dener. 3 m work shall be perforated to the satisfaction of the Landscape Ardatect/Owner. 4_ Plant list qv/entities we shams tar reference only Contractor 'is responsible far verifying all quantities in OM with actual plan cal-outs and installing plantings per the lawdspape plan_ Crowridcow quatetities shdl be adjusted as remiked for field conditions at the specified spacing. Sluctural fill area= Any landscesie areas =curing welkin structural fill zones shall have said structural flIl niaterials evcavoted to 0 depth of 12 below finish grades in shrub areas and 6' bellow grade la lamp areas. and replaced with swilled Upset Dispose al encievelecl material off site. 1441/4,6 1)4k,rE6 p e f • 4 257 5-WINTER HEATHER * 2' 0.C. ISiING GRASS Te3 REMAIN EXISTING TREE 3rtZer TREE Pgk 00714/i. B I. • 2I-WINTER HEATHER MIX 21 0 C. I-EUROFEAN co . 43; 1 U) F- 46. I , I , I .7. = =1 CH AINLOCK TREE TIES 3 TREE PLANTING AND STAKING DETAIL SHRUB PLANTING DETAL (CONT.. 8 & AREA FOR SPACING ADJUSTMENT TRIANGULAR SPAONG PLANTING BED SPEOF•ED PLANT SPAONG= INDIVIDUAL PLANTS REPRESENTED AS + PLANT SPACING DETAL LAVIN AREA (TYPICAL) FINISH GRACE LAWN EDGE DETAL se: Nizerit :1771 r ie r.: swee,;40 SS 7 • e es G + + + + + 14 • AWING PIT- S•ALL BE A MINIMUM OF TRICE ROOTBALL MTH. 4- 6 EDGE SHRUB BED \-2/3 s'X' (rwic.AL) oF ri(TAA ApPISNED DEC -2 NO3 ks NTS CONTINUOUS OUTER ROW OF PLANTS SPACED "X` ON CENTER MID SET BACK FROM THE PLANTING BED EDGE 2/3 - X - /3 - x - EDGE OF PLANTING BED NTS MULCH (2)- BVC WOOD TREE STAKES (MIN. 6* HT.) 2 MULCH IN BASIN 3 WATER RETENTION BASIN (IN SHRUB AND GROUNOCOVER AREAS ONLY) FERTILIZER TABLETS REMOVE BURLAP FROM TOP 2/3 OF ROOT BALL. BACKF1LL SOIL MIX COMPACTED MOUND OF (mutt SOIL MIX NOTE: REMOVE TREATED OR SYNTHETIC BURLAP COMPLETELY. WATERING BASIN BERM FERTILIZER - -e DEPTH PEEL BURLAP BACK FROM TOP HALF OF ROOT BALL AFTER PLACING SHRUB IN PLANTING HOLE (REMOVE COMPLETELY IF FIBERGLASS OR TREATED). BAOCF1LL SOL LOX • NTS NTS NOR11-1 o SCALE: 1" = 0 ‘. I_TRt i bc) - 3-257 3 r!an have t-CC77. 'c'•ie*-ved r117- \(Tkc.. ity is C1.11'!CC't errf-rs Crich or fc of L'eciczn :es:s totliv sviti deeT:ons or rcy',:sions :o thes- dr after :his L'ae_e wI:1 void ti re;ist:-.,.1 rawigs :cr Fizz! arceranze :s s:1; die Pub:ic I„)ate: By: le BISS DATE 09/25/03 ItEVSICIP6 As, REvt:4015 PER ADDecturi •2 ,„,-- ---„A _.------ _.__. ARCHITECTURE 724 Columbia Street NW Suite 400 Oympia, Washington 98501 T 360.943.4650 F 360357.9022 100 First Avenue South Suite 200 Seattle, Washington 98104 T 206.340.1552 F 206340.0412 DRAWN BY CHECKED BY TLG 10/15/1D3 Jr11 4 6 4 FEV151245 PER RELIC wows 11150D3 TLG 11 REvisiams PER crrr Mae TLG CONSTRUCTION DOCUIMENTS LANDSCAPE PLAN 23032 www.bissdb.com • £ A A RAI IRD T -4 T40 SERIES 4 POP LP LAIN ROTOR IV PART Ale RE.L C.lLE SPRATS (NOZZLE "5 IN ICATED) AlSaAAAA RAN3IRD 1804 15' SERIES 4" POP UP LAM SPR IW 360' 210', 240', 180', Q0', 90* 4 VAN SPRAYS A AA. IAA A RAW1131RD 1804 12' SERIES 4" POP UP LAWN SPRAY 360' 210" 240', 180', 120", 9D' 4 vAN SPRAYS A A .a A A RAN BIRD 1804 10' SERIES 4" POP UP LATIN SPR. ILV 3360', 180 120', 4 30' 4 VAN SPRAYS AA A A A RAI BIRD 1804 8' SERIES 4" POP UP LAILkN $PR. UV 360' 180', 120`, 90' 4 vAN SPRAYS AAA/IA RAI BIRD 1804 5' SERIES 4" POP UP LAILN SPR IW 360' 180' 120', 90 4 VAN SPRAYS **a RAI 3IRD 1804 4- S6TiESTTCST 4" FOP up L44I 1 SPR UV SIDE, ENC. 4 CENTER STRIP SPRAYS a - RAIBIRD 1804 9 -55T 4" PLOP UP LAN ;'APR IV SIDE STRIP SPRAY 00 RANBIRD T-6 T40 SERIES t7" POP L1° SHRUB ROTOR W PART AND RILL C#CLE SPRAYS 01022LE ''S WIC.ATEDI 08e RAWIBIRD 1812 22' SERIES 12" POP UP 54#RA3 SPR NIL/ 360', 180' 4 90' STREAM SPRAYS O•eeee • RAW/ BIRD 180 15' DIES Q" P O P UP Se4PUB 5PR. IV 3 6 0 ' , 21 . 240', 1e0' I20', 9!!'' a vAN SPRAYS ••4 R,AIV3IRD 1812 12' SERIES 12 " POP UP SPR W 360', , 240°, 180' 120', 90" 4 VAN SPRATS ee &Se T RAINBIRD 1817 I0' SERIES 12" POP LW' Si-IRUB SPR. UV 360' 180 t0' 90" 4 vAN SPRAYS *see* RAINBOW _ 1ar2 as SERIES 12" PCP UP St- SPR tW 360% WV" 120", 9e' 4 VAN SPRAYS 000 00 RAMIRO 180 5' SERES 12 " POP lid' SkIRLE3 SPR IV 360', NC, QO', � a VAN (4`040 SPRAYS DSS RABE3I1R0 OQ 4-WEST/CS 12" POP UP 51-1R 51-1RUES SPR IW SIDE, END a CENTER STRIP SPRAYS a R.AIEi1RD I812 9-SST 12" POP UP Si4RUB SPR uY SIDE STRIP SPRAY • RAN31RD 144PX SERES RLL CIRCLE 8t LER Y)/ )OODOC PATTET 4 SPRAY ON x" RISER Q1► UALK 1S 6 0 SERES PRESSURE vALvE (SET OUTPUT • x P.SJJ •4 FEEICO woo )(" x" DOUBLE Ci.ECK vALvE BACKFLCIII PREvENTOR • es 4 K , 1101- 1 °.l00 DES IMAGO BALL VALVE IV BRASS wren a (MATCH LIE SUE/ . RA , 3R % s " eRAs CLICK K vALvE , 0 WILKIS _ I " ANGLE vALvE FOR MA JAL DRAIN Y LEY eV KEY EXTENSION CO 0 sEATI EAT1G 1 21024E -xx )t" ELECTRIC 1RBIOTE CONTROL VALVE r11FLOW CONTROL NC)T ! 1M/ q - INEAT 11 ■■► ■00•••• GLEN-ETON "4a►T1c PPIESSUIRE MAINLINE, LATERAL LIES►. MINI-CLICK RAI4 SENSOR (INSTALL PER MANUFACTWIEWS INSTRUGTION5/ )c STATION SQL 40 PVC PIPE. w5 TALL • 1" D!PTN (24" WIDER PAVED AREAS) CLASS 200 PVC PIp INSTALL + Q~ DEPTH (24" UNDER PAVED RHEAS) cLAI6 200 PVC P M SILEEvES, NSTAL.L, • 24" ournm NOT SHOWN glill-AING DIRECT BURIAL LOS vCLTAifaE *.. •#TE.CrCI"'8P' CN ft K I H G F E D C A L LTE A LOCKABLE CONTROLLER ON THE OUTS QE WALL ABOVE CONCRETE PAD. VERIFY LOCATION WITH PROJECT ARCHITECT/ OUk4ER. GENERAL \TO PROVIDE POWER T© CONTROLLER AND A CONQUIT TO TI-EE LANDSCAPE. 'N BALL VALVE D.C.VA (SEE DRAWING FOR LOCATION AND SIZE) r-- PF'ESSURE REDUCING VALVE (IF REQUIRED) ICK COUPLER DRAIN WATER T"ETER/ POINT OF CONNECTION (PDC) EXISTING POINT OF CONNECTION IAGRAM P.O.C. AT EXISTING METER CONTRACTOR TO SIZE IRRIGATION BASED ON FLOW AND PRESSURE,-CF METER FIELD VERIFY SIZE AND PRESS. (377A 4#4 ■ ;-= • IRRIGATION EQUIPMENT LIST li I CATALOG NO. I DESCRIPTION J IRRIGATION SPECIFICATIONS 1. Provide a bidder-designed automatic underground sprinkler irrigation system that conforms to these installation details, outline specifications. and King County requirements. 2_ This system shat utilize 4` and 6" pop -up sprinklers in all Iandsncape areas_ These sprinklers shall be equal to those 15 series nozzles as manufactured by the Toro or Rairwbird companies. Al spri lders shall utilize sag joint assemblies as detailed. Flex-pipe shad not be eBvured. 3. Hood to head coverage shad be provided for ail landscape areas. Single head coverage shad not be allowed. Precipitation application rates shall be uniform within any given zone or station. 4_ Loan areas and shrub beds shall be irrigated separately: No zone ar station shall be dewed that incorporates both lawn and shrub areas without prior approval of the Landscape Architect. piping and wrung under pared areas shad be housed in doss 200 PVC sleeves installed at o 24" dept'- Sae sleeves as needed to occarwnwdote pipe and .rues. Remove and replace eroding asphalt peon where required 6. Al manual. gate and electrical valves and underground equipment send be housed in Nelson. net or equal locking valve bones. 7. No an-Time we spits allowed. Supply valve bones at all electricd jnnctiarns. Tape and binds wires every 25 linear Beet. IL. Contractor is responsible for caruwplele system drainage. Install rag ems. 1/2" automatic attain values at later* arse low palings). 1rhaAri manual draws at a. wnairirne law paiN(s}. 9. M Ihnes ed piN1e connectkays shall be anode using Teams tope wrappoul ot lust twee Blues around pipe Ihreads. 1Q M gate end electric whin sloe b! ins alked was oniaws an tine downstroson end of lie valve (near to defeat). • A 11. 13. SCH. 40 PVC TEE KING BROS. 1/2' AUTOMATIC DRAIN VALVE 6' PROTECTIVE PVC SLEEVE GRAVEL SUMP 2 CU. FT. DRAIN GRAVEL NOTE: INSTALL AT LOW POINT(S) OF EACH VALVE LATERAL LINE SYSTEM TO FACILITATE COMPLETE DRAINAGE. AUTOMATIC DRAIN VALVE 2' PVC SLEEVE MAIN LINE REDUCING TEE 3/4' CLOSE NIPPLE 3/4' x 3' PROTECTIVE PVC NIPPLE GRAVEL SUMP (2 CU. FT.) SHED. 80 PVC UNION CLASS 200 PVC PIPE TO S'RINIQERS LOW VOLTAGE WILES I CU. FT. DRAIN GRAVEL BELOW VALVE • VALVE BOX: REFER TO IRRIGATION SHEET NOTES OR SPECIFICATIONS BALL VALVE RAINBIRD /63100 VALVE MARKER cP VALVE BOO( OVER , 0 12`Lot NOTE: ALL MARES TO BE INSTALLED AS PER LOCAL CODES. NO 1N -UNE" IMRE 'SPLICES A .O ED. TAPE AND BUNDLE MARES EVERY 20 FEET. PROVIDE EXPAN'S'ION COILS AT EACH VALVE - WRAPPING WIRE AROUND 1/2 PIPE 15 TAMES. ALL THREADED CONNECTIONS SHALL BE MADE MATH TEFLON TAPE. BRONZE BALL VALVE a 0 0 • ma 0 a 0 NTS 0 12" MIN. 1' 2 • N /—F*1 GRADE N MANUAL DRAIN VALVE ASSEMBLY ELECTRIC CONTROL VALVE FINISH GRADE AT UP OF BOX IN TURF AND PAVED AREAS (1' BELOW LIP IN ALL OTHER AREAS) NTs 17. CarsIracter to adjust irrigation hues to ovoid awriprwly an tNulirliwg MM.Kws 0200 -3/4' (OR Ea.) BRASS ANGLE VALVE MAIN UNION. INSTALL AT ALL MANURE LOW POINTS TO FACILITATE COMPLETE MMNUNE DRAINAGE VALVE BOX COVER FINISH GRADE AT UP OF BOX IN TURF AND PAVED AREAS; 1' BELOW LIP IN AU. OTHER AREAS VALVE BOX; REFER TO IRRIGATION SHEET NOTES AND/OR SPECS ELECTRIC CONTROL VALVE SCH. 80 PVC NIPPLE SCH. 40 PVC & FITTING 2 X 4 CEDAR BLOCK TAPE AND BUNDLE WINES SC L 80 PVC NIPPLE: LENGTH AS REQUIRED SCH. 40 PVC FITTING PRESSURE MAINLINE De) ••• • NTS NTS 0 CD, All pipe shad have a firm uniform bearing for the entire length of each fine, free of rocks or debris. Al trendies corstaining pipe and /or wires shad be b defiled with dean topsoil, free of all lumber. rubbish and rocks over 1" in size. or dean sad if dean topsoil is not available. 12 Contractor shall provide Owner with one set of As --suit record drawings shoeing ng exact actual locations of all spriwlder equipment_ Contractor shall orient Owner with complete system and controller operations` and winterization procedures. Contractor she■ supply and install all equipment Violin on the plans and irwlticoted in the specifications to achieve proper operation of said equipment. Al equipment installations. electrical and plumbing connections shad be in conformance with all applicable codes and Grammes. these specifications. and the manufacturers reconwitendabons nhfnether indicated on the drawings or not 14. Contractor shall include in his bid one FRB Lint ion and one Spring activation or irrigation system These activities shall be included as part of Owner orientation procedures. My damage to the irrigation systenn or the landscape as a result of failure to comply with these requirements shad be the sole nesponsibliity of Use Contractor. 15. Contractor slid quarvntee in wtinq an his company letterhead all materials and warbunisialtip for o period of one fwd yaw fahionoinq acceptance of system installation_ 16. Oackaow preveritar shall be inspected and tested by a certified Wallow device inspector. Provide Owner wait amp of approval carbricalbe. VALVE BOX: REFER TO BOX IN TURF AND PAVED IRRIGATION SHEET NOTES AREAS (1 BELOW uP IN OR SPECIFICATIONS ALL OTHER AREAS) �i- PVC MAANLNd • • DOUBLE CHECK VALVE FINISH GRADE SPRINKLER BODY 1 -SCH. 40 Sr 2- MARLEx STREET ELLS POP -UP SPRINKLER ASSEMBLY NTS LOCKABLE VALVE BOX QUICK COUPLER FINISH GRADE 2- STAINLESS STEEL WORM- GEAR CLAMPS 1/2" DIAMETER STEEL ROD - 30" LENGTH VALVE BOX COVER QUICK COUPLER VALVE NOTES: --USE TEFLON TAPE FOR ALL THREADED PPE CONNECTIONS. - NIPPLE AND STREET ELL DIAMETERS SMALL EQUAL INLET SIZE ON SPRINKLER. GEAR DRIVEN ROTOR • 12.131c3 p 5• MIN. CL.EARANC a %• B ACKFLOW PREVENTOR • 00 0 PEA GRAVEL (INSTALL MIN. 2 CU. FT. BELOW BACKFLOW PREVENTOR) WALK OR CURB 3" SCH. 80 PVC NIPPLE(USE SCH. 40 NIPPLES IF RAIN - 0-MAT 300 SERIES POP -UPS ARE USED) LATERAL LINE FITTING TS SCH. 80 PVC NIPPLE TXT LENGTH AS REQUIRED SCH. 40 PVC COUPLING TXT SCH. 80 PVC NIPPLE TXT SCH. 40 PVC ELBOW TXT 2 -SCH. 40 PVC 90° STREET ELLS SCH. 80 PVC NIP. NTs OR EDGE (TYP.) -SCH. 40 PVC MAINLINE FITTING NT's 0 10 SCALE: w1 0. NORTH 20 r =1C . -0 CORR ON LIR* "AI r r f • a BJSS (DUARTE; 13RYANT ARCHITECTURE wvinv.bisstib.com 724 Columbia Street NW Suite 400 Olympia, Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle, Washington 98104 T 206.340.1 552 F 206.340.0412 Z O Fo- Z („9 Q CI E 1-1-1 j Zco hoNa NO 2.3032 DRAWN her CHEOCED BY TLG DATE 09R5103 REVISIONS REVerN5 PER MOM alDFIKS L3 TLG A REVISIONS PER arc h /2ViO3 TLG CONSTRUCTION DOCUMENTS BIDDER DESIGN IRRIGATION 1 02 • \ • 1 \ � t \ , ,.- 9 a FINIS{ SCI-1EDULE ROOM FLOOR SASE SDOOR CEILING N0. NAME NORTH SOUTH L EAST � WEST DOOR FRAME DETAILS 13dVf) WALK -OFF MAT REMARKS 1 LNIA 133HS RESILIENT BASE LOCATION DOOR SIZE CERAMIC TILE STOREFRONT 1NIdd-9M� CERAMIC TILE 1NOSASO1S ADM -2M9 CERAMIC TILE HEAD JAMB TNRSHLD CERAMIC TILE 1NO21.432101S 1NItld-BM9 FIRST FLOOR LARGE CONFERENCE 100 FIRST FLOOR 3 -0 x 7' -0' LARGE CONFERENCE WDSC 5/P TEMP A 141 PNT J9 / A021 J% EI3 SIM / A02I III PANIC BAR WAITING / LOBBY 101 3' -6' x 7' -0" ALUM . WDSC CA 5/P TEMP TEMP SEE NOTE A ALUM 141 CA PNT A15 / A041 J9 / A021 EI3 A13 / A041 J9, E9 / A021 A9 / A021 ilIl SEE WINDOW SCHEDULE FOR FRAME TYPE W6; PANIC BAR RECEPTION 102 WAITING / LOBBY 3 -0' x 7' -0' 103 WAITING / LOBBY 101 • 3 -0' x 7' -0' • B WDSC 5/P TEMP A MM PNT J9 / A02I E13 / AD21 • 104 WOMEN 104 3' -0' x 7' -0' • A WDSC 5/P EXTERIOR WICK -OFF MAT A _ NM PNT Jq / A021 J9, E9 / A021 5 5 II EMI 'r 105 MEN 105 • 3 -0' x 7' -0' A WDSC 5/P A 141 PNT J9 / A02I J9, E9 / A021 Jq / A021 1% TABLE/CHAIR STORAGE 1% • PR- 3' -0' x 7' -0' A WDSC 5/P A 141 PNT J9 / A021 • 107 HALLWAY 107 • 3' -0' x 7' -0' C • ALUM CA TEMP D ALUM CA 5111 JIO /A041 El / A021 A9 / A021 PANIC BAR . _ ► • • SUPPLY •.. - • - . A WOt'EN W !&,,. NM " ,--' • PNT -1- A NM NT J9 / A021 • J9 / A021 AI3 / • ' . I A9 / AD21 sim. 8 Hill 100A III MULTI -PURP 109 E ' •` - i ' • 3' -0' x 7' -0' -, x -0 • A HM u - PNT . 1S (g1 I, % • ' i- PANIC BAR; PROVIDE EMERGENCY TEXT ONLY s .. • - - / A021 • • 112 OFFICE 112 KS 3' -0i x 7' -0" A WDSC 5/P B 141 PNT JI, Jq / A021 JI, J5 OPP, E9 / A021 3 113 CURRICULUM DIRECTOR 113 3' -0' x 7' -O' • A WDSC 5/P B HM PNT JI, J9 / A021 JI, J5 , E9 / A021 3 115 WORK/COPY MAIL ROOM 115 3' -0' x 7' -O' • B WDSC 5/P A 141 PHT Jq / A02I J9, / A021 • q • 116 BREAK/LUNCH ROOM 116 3' -0' x 7' -0' 107 B _ WDSC 5/P A 14`1 PNT _ J9 / NMI Jq, JI3 / A021 J9 EI3 / A021 • � 10 II • 117 MDF ROOM 117 • 3' -0' x 7' -O A • WDSC 5/P A 141 PNT J9 / A021 ' PROVIDE 3/4 UNDERCUT IOD 118 ELEC. ROM lib FILE ROOM 119 � 3' - x 7' -0' 3' -0 x 7' -0' A B WDSC WDSC 5/P 5/P TEMP A A I41 14'1 PNT PNT J 1 / A021 J9 / A021 J9, JI3 5IM/ A021 _ J9 / A021 • PROVIDE 3/4' UNDERCUT 119 120 HALLWAY 120 3' -0' x 7' -0' • C ALUM CA TEMP D ALUM CA 5IM J10/A041 El / A021 A9 / A021 • PANIC BAR 122 OFFICE 122 3' -0' x 7' -0' B WDSC 5/P TEMP A HM PNT Jq / A02I A5, J9 / A021 • 123 PERSONAL MANAGER i 3' -0• x 7' -O' • A WDSC ( 5/P B 141 PNT JI, I / A021 JI E9 J5 OPP./ A02I • 124 SUPERINTENDENT 124 • 3' -0" x 7' -0' A • WDSC 5/1 B 141 PNT JI J9 / A02I JI E9 J5 1 A02I • • 127 BUS. /OPER. MANAGER 127 • 3' -0' x 7' -0' A WD5C 5/P • B 141 PNT JI, J9 / A021 JI, E9, J5 / A021 3 128 PAYROLL 128 I@ ? 7' -0' A • WD5C 5/P B I4 PNT JI, r021 JI, E9, J5 OPP./ A021 • 3 ,2q FILE ROOM 129 ? 7'-0' 0 B WD5C 5/P A 14 PNT J tI J9, E13 SIM / A021 • II 130 SMALL CONFERENCE ROOM 130 ? 7' -D' A t WD5C 5/P C I4M PNT JI, ► 021 J9, EI3 / A021 10 • 13I AN ? 0 x 7 HALLWAY A • WDSC 5/P A 14 PNT J9 / A0?I J9, JI3 / A021 • q 132 CLOSET ROOM 132 PR- x 7' -0' • WD5C 5✓P A II PNT J ZI EI3 A021 �1 • • • • • • • • • • � • • • • • FINIS{ SCI-1EDULE ROOM FLOOR SASE WALLS CEILING REMARKS N0. NAME NORTH SOUTH L EAST � WEST PLYWOOD W/ CONCRETE TOPPING 111 13dVf) WALK -OFF MAT 3 )II4yd 1 LNIA 133HS RESILIENT BASE CERAMIC TILE 1NIVd h CERAMIC TILE STOREFRONT 1NIdd-9M� CERAMIC TILE 1NOSASO1S ADM -2M9 CERAMIC TILE STOREFRONT 1NIVd -E1M9 CERAMIC TILE 1NO21.432101S 1NItld-BM9 FIRST FLOOR LARGE CONFERENCE 101 WAITING / LOBBY • • • • • • • • i EXTERIOR WICK -OFF MAT 102 RECEPTION • • • • • 103 HALLWAY • • • • • • • 104 WOt'EN t • t • Hill • • • • • • .4' x 3' t- CERAI'lIL TILE WAINSCOT, SEE ELEV. KS @I MEN • t • • . • • 1 t ♦ x 3' + - CERAMIC TILE NANSCAT FLE1/ IOL TABLE / CHAIR STORAGE • f • • • • • 107 HALLWAY • • • • • _ • • EXTERIOR WALK-Off MAT IOD JANITOR / SUPPLY � • • • • • • 109 f11LTl-PURPOSE OFFICE SPACE • • • • • • • Iq ADMINISTRATIVE ASSISTANTS • • • • • • III E`J15 DIRECTOR • • _ • • • • • I@ OFFICE • i • • • • 0 0 113 QIRRIQILU`t DIRECTOR • • • I t • • • 114 HALLWAY • • • • • • • • 15 I�tlC / COPY MAIL ROOM � • • • • • • • • • • � • • • • • pL BREAK / L11iCJ1 R�'7 117 MIT ROOM � • • • ' - • • • NO ELK 80011 • • • • 1 • 11q FILE R001 t • • • • • 12D HALLWAY -01111111_ • • • • • I • DcTSt10R WALK-OFF MAT 121 DfEQJTNE ASSISTANTS I • rillil=1111.11 • NI • 0 • • 11111 • rilliEll IIII • I 0 OFFICE 123 PERSONAL mAtAGER mum NE in . III 11111 14 Ill • 11111 MII .111111111 Mil IIIII • • • • • • • ill 1.1 MI • • • • • • • _ - Ell all --- 111 • • • • • • • -El -- 1 1 MI •oocooc�c�� all -- Ell III all MI 111 111111 In • • • • • • • • -- - - -- Ell all OE III 1111 1111 111 III1 Mill :SitS68611 BUDGET MANAGER PURCHASING / Q'BtAT1p6 ASSISTANT BUSINESS / OPHtAT1Q151'WMGet PAYROLL 0 FILE ROOM `.r?1IILl CQFEti9[E R�1 IIII 11111 IIII all all IIII -- MI -- MI= 11 MI Mil MEpIMNICAI LET -. Copyright :c 2003 by BPS Duarte Bryani All rights reserved. SEE SPECIRCATOb rat reNUFACTURS STU. CGARS ETC. • 12(212LANILEMESMIEZ11.0 ALUM = ALUMINUM FC = FACTORY CONSTRUCTION = HOLLOW METAL WD5C = WOOD SOLID CORE MILAILEBAffeitiM CA = CLEAR ANODIZED (FACTORY FINISH) PNT = PAINT = STAIN AND POLYURETHANE I. ALL OTHER DOORS TO HAVE LOCK5ET5 (EXCEPT TOILET ROOMS.) 2. PROVIDE BLINDS AT ALL REUGHTS AND DOORS WITH GLASS. 3. ALL EXTERIOR DOORS TO WEATHERSTRIPPED WALL TYPES: DOOR TYPES TEMPERED GLASS FLU51-1 FLUSH W/ HALF PANEL. FRAME TYPES A INDICATES 5CIUND 106ULATIGN (5.5 -D.) SEE STRUCTURAL DR$ 5 T 8' 2 T // VIDE MINIBLINDS AT ALL RELIGHTS OR 5aF 3 V2 BRICK VENEER 2' AIRSPACE AIR INFILTRATION BARRIER 1/2' PLYWOOD SHEATHING (5.5.D) 216 STUDS ! 16' o.c. R -I9 BATT INSULATION 5/8' TYPE 'X' GIr PERM RATED PAINT 5/16' CEMENT BOARD SIDING AIR INFILTRATION BARRIER 1/2' PLYWOOD SHEATHING (5.S.D) 206 STUDS p 16" o.c. R -19 BATT INSULATION 518' TYPE 'X' Give PERM RATED PAINT 5/8' TYPE 'X' Gire 24 STUDS p 16 o.c. R -I9 BATT INSULATION PLYHOOD SWATHING (SEE DETAIL Al2/A330) 518' TYPE 'X' G143 (TILE BACKER BOARD 0 TOILET ROMS) 216 STUDS Q 16 o_c. 3 1/2' SOUND INSULATION MERE INDICATED Mr TYPE 'x' G,C AS A041 C LA55 PER B.C. 5 C GLAZED ALUM - MEDIUM STYLE 2' -10' T LAZING AT DOO NOT USED NOT USED r 2406 17c) 2 D 1 T 7 AND EXTERIOR WINDOWS. CITY OF TUKWILA APPItOYED EEC - 2 2003 Ih M; EEL Ikik Down !Willie* NOTE SEE FIls 501E0* FOR FINISHES SEE STRUCTURAL FOR SHEAR 106 1 4.1. CONSTRUCTION NCLUDINGP<MOOD WEANING AID 3tiC STUD LOCATIONS I- 5/8' TYPE 'X' GWB (TILE BACKER BOARD 40 TOILET ROOMS) 2x4 STUDS p 16 o.c. 3 I/2' SOUND INSULATION WHERE INDICATED 5/8' TYPE 'X' GM18 5/8' TYPE 'X' G043 (TILE BACKER BOARD . TOILET Rooms) 2x4 STUDS d IL o. c 3 is 5O1€ 1,4S41LATO1 10' AIR SPACE 3 i' 5GUND IN5ViJ 2X4 STUDS P K' a.c 5/8' TYPE 'x cite CORFiECt3N Era 1)043 2 1 DUARTE RYAN www.bjssdb.com EDWARD SCHILJER TAIL ^ASH 1 r4GT JOB No 23032 DATE 9 -25-03 REV IS 9NS exENOOT ARCHITECTURE 724 Columbia Street NW Suite 400 Olympia. Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle, Washington 98104 T 206.340.1552 F 206.340.0412 3474 E�ISTERED V.,.... ARCr+iTECT DRAWN BY CHECKED BY DAARUD MCCLELLAND CONSTRUCTION DOCUMENTS DOOR AND FINISH SCHEDULES WALL TYPES ,A .. • !1 C Copyright C 2003 by BJSS Duarte Bryant. All rights reserved. Jl 3" = El !JAMB FOR DOORS 107 AND 120 1E5 = 1 = SEE STRUCTURAL FOR HEADERS ANCHORS AT JAMBS N.M. STOP ON ROOM SIDE - " 46 111111111111111111111111M1111 MX:7w DOOR PER SCHEDULE TYP. INTERIOR RELIGHT JAMB (1-IEAD SIM.) 0 0- 04 0 C21 1/2 Tcr VARIES 1/2 HOLLOW METAL (1-1.11) FRAME WELDED AS SPECIFIED WITH DRYWALL RETURN ('KNOCKDOWN' TYPE FRAMES ARE NOT APPROVED). PROVIDE WITH REINFORCED ANCHORS AS SPECIFIED. THROAT DIMENSION WILL VARY 1\/ N ACCORDING TO WALL TYPE (VERIFY). VARIES L GLAZING AS SCHEDULED MINI-BLINDS WITHIN FRAME WHERE NOTED ON FRAME TYPES. VARIES SEE WALL TYPES FOR CONSTRUCTION 5/8' TYPE 'X' Gle 3/4' MDO PLYVID, TAPE 4 TEXTURE SHIM AS REQUIRED STOREFRONT DOOR FRAME BACKER ROD 4 SEALArt BRICK SEE DETAIL JI ThIS SHEET FOR CAU_OUT5 IN COMMON J BEAD I r orr y h. A k WAW 24 GA STEEL FLASHING = 111 UNDER BUILDING PAPER Nos■ AND OVER Prr 3 X 3 X 3/16 STEEL ANGLE. EXTEND STEEL ANGLE PAST OPENING 4 SEE WALL TYPES FOR CONSTRUCTION J5 = DOOR PER SCHEDULE N STOP ON ROOM SIDE GLAZING AS SCHEDULED 1.2 ER I DOOR/RELIGHT JAMB EXTERIOR 1-1M DOOR I4EAD ROUGH OPENING DIMENSION 3' Ty' . 5/8 2' 5/8 NEW N.M. FRAME DOOR AS SCHEDULED 1111111A13 SE DETAIL .11 RI5 SHEET FOR CAL 11 Calltli co EQ. DOOR PER SCHEDULE, ALSO SEE FLOOR PLANS JGI = E1 3 SEE STRUCTURAL FOR HEADERS ANCHORS AT JAMBS DRIP 4 WEATHER SWEEP • DOOR BOTTOM 14ALK-OFT MAT SEE G4/A330 ISOLATION JOINT • 130 • 2 6d1 TYP, INTERIOR DOOR JAMB (HEAD SIM.) 1/2 It DOOR A5 SCHED. W I' VARIES I Ai VARIES INTERIOR DOOR JAMB W. I/2 - 1/2' EQ. 4 <e\ SEE WALL TYPES FOR CONSTRUCTION HOLLOW METAL (N.M.) FRAME WELDED AS SPECIFIED WITH DRYWALL RETURN ( TYPE FRAMES ARE NOT APPROVED). PROVIDE WITH REINFORCED ANCHORS AS SPECIFIED. THROAT DIMENSION WILL VARY ACCORDING TO WALL TYPE (VERIFY). e SEE WALL TYPES FOR CONSTRUCTION DOOR PER SCHEDULE SEE DETAIL JI THIS SHEET FOR CALLOUTS IN COMMON 1 I OT, THRESHOLD AS SPECIFIED UP/14510N ANCHORS, TYP FLOORING PER SCHED J13 E13 = 1 - E LU o o a 1/2 1/2 VARIES INTERIOR DOOR JAMB EQ. VARIES INTERIOR DOOR JAMB E WALL AT SOME CONDITIONS WALL AT SOME CONDITIONS • SEE WALL TYPES FOR 1/21 CONSTRUCTION SEE DETAIL JI THIS SHEET FOR CALLOUTS IN COMMON DOOR PER SCHEDULE 1/2 SEE WALL TYPES FOR CONSTRUCTION DOOR PER SCHEDULE SEE DETAIL JI THIS SHEET FOR CALLOUTS IN COMMON CCQF.*E:, y_:* - - *mom DEC - 2 203 —AS hetftg ARTE RYAN ARCHITECTURE www.bjssdb.com 724 Columbia Street NW Suite 400 Olympia. Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle. Washington 98104 T 206.340.1552 F 206.340.0412 ■11•111•1111MON■11111.11■1 3474 \ N REGISTERED ARCHITECT EDWARD SCHILTER STATE OF wAShiNGT014 198 No 23032 DRAWN BY CHECKED BY SWALUNG RUSSO DATE 9-2.5-03 KEN/(m I 0-8-03 , - CONSTRUCTION DOCUMENTS DOOR DETAILS • Copyright Li 2003 by BJSS Duarte Bryant. All rights reserved. Al NOTES: I. SEE EXT. ELEVATIONS FOR LOCATIONS OF SPANDREL GLASS 2. SEE DETAIL J5/A042 FOR TYPICAL WINDOW AND EXT. DOOR WRAP 3. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE ACTUAL SIZE MAINTAIN 7'--2" HEIGHT AS INDICATED AND ADJUST ROUGH OPENING TO COMPENSATE E13 A041 ve =r -o , W I NOT USED W 3'_ T DOOR AS 5C14EDOLED T WINDOW TWES b' V4' • 0 2 1 71. - F.F. 3 7 A.F.F. A10 aD . r . N r 4 W3 3' -4' 5 _ 4 1 2'-0' RD 0-0 V2' 7-9' � 7-9' W 7 CLEARSTORY 5 A041 S J6 3 " =1' -0" E6 3' _1' —o' = r -o' WINDOW HEAD 3/4' 5/li' CEMENT BOARD SIDING (PRIME AND PAINT) I/2' EXT. GRADE PLYWOOD AIR INFILTRATION BARRIER (BUILDING WRAP) 5/6' TYPE 'X' GI' WOOD HEADER ( SEE STRUCTURAL ) 24 GA GALV. SHEET METAL FLASHING, UNDER BUILDING WRAP. SEE DETAIL Ji- A/A04I I x 3 CEDAR TRIM, PRIME AND PAINT ADHESIVE ASPHALTIC WATERPROOF MEI BIRANE OVER FLASHING. SEE DETAIL J5/A042 FOR WINDOW FLASHING, TYP. 24 GA SHEET METAL FLASHING GALV. UNDERNEATH BUILDING WRAP SEALANT SWIM AS REQUIRED ALUMINUM FRAME WINDOW 33/ MDO PLYWD TAPE AND WINDOW JAMB WINDOW SILL 7 SEE DETAIL J5/A042 FOR WINDOW FLASHING, Ti?. SHIM AS REQUIRED gl 5/6' TYPE 'X' GWB 1 X 3 M. EXTEND I I. BEYOND WINDOW OPENING rum ON S/4' B-C EXT. GRADE PLYWOOD SEE DETAIL .15/A042 FOR WI DOM FLASHING, TYP. ALUM FRAMED INSULATED 1,111304 24 GA SHEET METAL FLASK w' BEND UP BEHIND NC I SIDES OF WINDOW FRAME, SOLDER case. SEE DETAIL Ai -1/1041 5I1 AS REWIND 515' TYPE 'X' as 12' EXT_ GRADE PLYM10O) 5111" MINT BOND SONG AR INFILTRATION ewe = S 3/4' MDO PLYWD, TAPE • TEXTURE ALUMINUM FRAME WINDOW BACKER ROD • SEALANT AIR INILTRATION BARRIER 3/4' DETAIL Ji-A EXT. GRADE PLYWOOD 2 M A 9 J10 3 =I' -0" G10 6" EIO EXPANSION MULL 6" - 1' -0' 4. 2 WINDOW HEAD EXPANSION MULL i 3/4' r r 7 . / / i. AIO 'WINDOW JAS , 5/16' CEMENT BOARD SIDING. PRIME AND PAINT AIR INFILTRATION BARRIER q (BUILDING WRAP) 1/2' EXT. GRADE PLYWOOD 5/6' TYPE 'X' GOIB WOOD HEADER ( SEE STRUCTURAL ) 24 GA GALV. SHEET METAL FLASHING UNDER BUILDING WRAP. 1/3 CEDAR TRIM, PRIME AND PAINT ADHESIVE ASPHALTIC WATERPROOF MEMERANE OVER FLASHING. SEE DETAIL J5/A042 FOR WINDOW FLASHING, TYP. SHIM AS REQUIRED 24 GA SHEET METAL FLASHING GALV. UNDERNEATH BUILDING WRAP ALUMINUM FRAME STOREFRONT 3/4' MDO PLYWOOD, TAPE AND TDCTURE MANUFACTOR'S EXPANS1CM MULUON 3/4' MDO PLYWD, TAPE I TEXTURE Awritium FRAME STOREFRONT .,._ BRICK sun AS MAIMED 5/11' TYPE 'X' GO SEE DETAIL .5/1042 FOR 1000114 FUS11116, TYP. 1/?" EXT. GRADE PLYWOOD AIR 'FILTRATION WRIER 12 J13 3" - I' -0" E13 3' = r -o° L DOOR JAMB WINDOW SILL r A13 s DOOR/WIN. JAMB 3' = 13 14 I X 3 OAK, EXTEND 1 j. BEYOND WINDOW CPENING PLAM ON 3/4' B -C EXT. GRADE PLYWOOD SEE DETAIL J5/A042 FOR WINDOW FLASHING, TY? ALUMINUM FRAMED INSULATED WINDOW SHIM AS REQUIRED 24 GA SHEET METAL FLASHING W/#' BEND UP BEHIND AND • SIDES OF WINDOW FRAME, SOLDER CORNERS SEALANT 5/b' TYPE 'X' GPI 1/2' EXT. GRADE PLYWOOD 5/10 CEMENT BOARD SIDING AIR INFILTRATION BARRIER NOTE: AT DOOR 101, WRAP I X 3 SILL AROUND CORNER TO BUTT INTO DOOR JAMS. 5/6' TYPE 'x' GWB 3/4' MOO PLYWD, TAPE i TDNTURE I _ SWIM AS REQUIRED .' / f r // M1Al4JFACTOR'S DOOR/I0004 JAMB BACKER ROD I SEALANT BRICK I S STOREFRONT DOOR FRAME SEE DETAIL J5/A042 FOR WINDOW FLASHING. TYP. Uri OFTUNIVIA AMMO DEC - 2 2003 AS 4.- cl MANUFACTOR'S DOOR/041N «EAD A15 ER/IN. MEAD 3' = r—o I 16 » UARTE ' vORYANT ARCHITECTURE www.bjssdb.com 724 Columbia Street NW Suite 400 Olympia, Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle, Washington 98104 T 206.340.1552 F 206.340.0412 3474 \ EDWARD SCHILTER '..'_ r DRAWN BY CHECKED BY DAARUD MCCLELLAND P y_` t4gi JOB NO 23032 DATE 8-15-03 - 1 _ OC3 CONSTRUCTION DOCUMENTS WINDOW SCHEDULE AND DETAILS l o ,7 — / \. \\ -- 1 A041 ■•■•••■ ••••••■■=11 ‘:/ I 1 • s I N\NN ti \ \ I ' * 4 1 I I I I ■ 11 1 ! ) ) (_ A B Copyright c 2003 by BJSS Duarte Bryant. All rights reserved. J1 3" =1' -0" El 3 " —I' -0" @ DOOR STOREFRONT FRAME EXTERIOR STOREFRONT DOOR JAMB BACKER ROD 4 SEALANT BRICK STOREFRONT JAMB @ SIDELITE Al_ CLERE5TORT1INE»1 JAMB vt • Yd i 2 Sill AS REQUIRED ALUM. WIDOW B GOR RCO $ SEALANT 1 1 4 CEDAR TM, PRIME 6 PAINT 1/2 POND smrs Wan IMOD t sEALAKr I 5/6' TYPE 'X' 3/4' MDO PLYWD, TAPE TEXTURE SHIM AS REQUIRED 3/4' MDO PLYWOOD TAPE AND TEXTURE 5/5" TYPE 'X' GMB J5 3" = I' —o" 2X6 BL.00KINIG 3" = 1' -0" WINDOW WRAP DETAIL ADHESIVE ASPHALTIC I01ATERPROOF MEMBRANE VENTING SLOT (3"X12') 3'X12' PER TRUSS SPACE malicious 2 3/4" SCUD VENT A5 f STOREFRONT SILL 3/4" MDO PLYWOOD TAPE AND TEXTURE. E5 CLERESTORY WINDOW SILL —,,.- STEP *l: INSTALL SILL MEMBRANE. WRAP AROUND SILL AND CORNERS STEP *4: INSTALL AIR INFILTRATION BARRIER SHIM AS REQUIRED ALUMINUM FRAMED INSULATED WINDOW 24 GA SHEET METAL FLAWING 24 GA SHEET METAL FLASHING 2X4'S FLAT • 16" O.C. 2 X i BLOCKING SEE STRUCT FOR ALTERNATING PATTERN! STEP $4: INSTALL AIR INFILTRATION CARRIER STEP $3: INSTALL. HEAD MEMBRANES. WRAP AROUND HEADER AND CORNERS OVER JAMB ME /MANE BARRIER STEP *2: INSTALL JAMB MEMBRANES. WRAP AROUND JAMBS AND CORNERS OVER SILL MEMBRANE PANEL CLOSER BY ROOFING MFR. kM. sIoaG+t BASE STANDING SEAM METAL ROOFING O'ER 30* BUILDING PAPER jci 3" =I' —o" ECI 3" = 1' -0" A9 I WINDOW JAMB 3 = r 4 • P ALUM. MOON SAO= ROD I SEALANT 1 s • CEDAR TRl1, PRIME E PAINT Irr PLTO me WO= ROD SEALANT ALUM wNDaM S/e' 3/4' MOO POND, TAPE 4 TEXTURE SHIM AS REQUIRED 12 J13 3" - E13 A13 3' = t'4 13 SS \\\ • ARCHITECTURE www.bjssdb.com 724 Columbia Street NW Suite 400 Olympia, Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle, Washington 98104 T 206.340.1552 F 206.340.0412 W _ J Ulm O L.L. O 0 ZV O Le) 1.72 ti) ty, 0 V Z�$ H = � 3 < LL O Y P` CarirrEp Ica NO. 23032 DRAWN BY CHECKED BY SWALLLIN ?1CCLELIAND DATE 8-15-03 REvesi onu !103 CONSTRUCTION DOCUMENTS WINDOW DETAILS r" ( ,Ao42 1 G -4 THIS AISLE TO REMAIN CLEAR. EXPECT HEAVY TRAFFIC 8:00 -9:00 AND 2: 00 -3: 00. XI STING LIGHT OLE SEE CIVIL FOR LIMIT OF CONSTRUCTION FENCE (280.5) FINISHED SLAB ELEVATION NEW 4" CONCRETE BROOM FINISH WALK. SEE STRUCTURAL E DETAIL STING SIDEWALK AND CURB CENTER NEW 4" CONCRETE SIDEWALK ON EXISTING CURB CUT EXTERIOR SIGN GRADE PLYWOOD MOUNTED TO (2) P.T. 8'x4x4 POSTS CONCRETED INTO THE GROUND. OWN TO PROVIDE DESIGN FOR GRAPHICS • D TEXT. COORDINATE WITH LANDSCAP SUB AND OWNER FOR EXACT LOC • ON EXISTING CURB CUT 8 "SS ABAND THIS AREA, TO SIDEWALK (SEE SURVEY) MAY BE USED FOR CONSTRUCTION STAGING AND JOB TRAILERS. PROTECT PUBLIC AND CHILDREN FROM CONSTRUCTION ACTIVITIES AND MATERIALS. 10 PARKING STALLS ' LL BE AVAILABLE FOR C STRUCTION VEHICLES. CONE 0 PREVENT PUBLIC OR ST PARKING. EXISTING FIRE HYDRANT A HORSE P 8" SANITARY SEWER LINE _. — LOcA ED -4I w R DEMOLITION PERMI S BRICK AND BLOCK HVAC ENCLOSURE WITH STEEL GRIL LINE OF OVERHANG ABOVE EXISTING CHAINLINK FENCE NEW SANITARY 5' MIN�IQf SEWER MANHOL EXISTING "NO PARKI G _ EXISTING UGHT POLE Copyright 2003 by BJSS Duarte Bryant. All rights reserved. • • a • • • • 1 • 1L • NO PARKING " 7am-- 4pm • • • • / • . • • • • • • • • • • • M • ro • • • . + V • • • • w • r • • • • 4 • • • • u • • • • w • "HANDICAP PARKING NEST LOT` • • • • • w • • • • r • • • • • r te / • • • • • • . • V • • • • • . • • • • • • • • • • r• • • PI //// /1/ 17 ///11/// S • • • M • • .r • • w • • a r • • • • • • • • • • • • r „ • • • • w . • • • 'V • .' ✓ + • a • • F A E k�3 HI . •.�` �� . w • • a • • • • • • i 1 • • w • • • • • • • • • • • • w • • .- ASS i • • • • • ".7HO AL I ER MOLE SCHOOL GCR(TE SIGN ; sLOP:S EASEuE \" 1 ` E AS+< : R E:c ti O 9.2 05 T 30554 T 0` VIA TEP 0 EASEMENT ` 7308030566 is • S . Chi • • • • • 11 V $5 . i w w SETA€h EASIUEN - 5 4.84. "\ • v • • 'STOP ✓ 4 •. 0 . V . • -r 1 • • a $2 • • • 13 I I I- 0 20 00' . ' EXISTING STORM WA TER CATCH BASIN I GAS N EW CONCRETE a �-- - - r ' SI DEEW LK ----- �■ SEE DETAIL UTILITY EASEM N' tC NO _ 7 0i i E L2 NO PARKING" EXI. NG LEPHONE VAULT EXISTING ECTRICAL V A I L T EXISTI G TREE co o, �I TIC/ SIDE OF I ° HE ,BUILDING PJALLELS THE SOUTH PROPERT LINE PROPERTY LINE 0 i V U -7 14 U, ao i tr :N I 1s • NOTE: ,.- t "I)„ t .h' f. 215 /2 • • U U a) ».. ,, 2 ' - S :SSE '4 t _ VA, ' _ `., r, LOC .PN t PEI= SSMH RIM= 282.09 IE= 273.84 (CTR 8" CHAN) CITY OF TJKM A AMOVEG 1.r C v 2L ,13 M Ott; 01 5 L 10 20 I I)C3 •25`t _ T F. N' ARCHITECTURE www.bjssdb.com 724 Columbia Street NW Suite 400 Olympia, Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle, Washington 98104 T 206.340.1552 F 206.340.0412 3474 REGISTERED ARCHITECT No. 23032 DRAWN BY CHECKED BY McClelland DATE 9 -25 -03 stiEv vs 11/10/03 CONSTRUCTION DOCUMENTS SITE PLAN ,A1 • 4 Copyright (C) 2003 by BJSS Duarte Bryant. All rights reserved. � ,1 — I■irrom. _. rimmo wir.- ..sue ....... -) - ---- -- -( ) 0 l^ Z Z tY 0 < 0 0 N1 1/8" = I' -0" 2x2 GALV. STEEL ANGLE EXPANSION BOLTED TO BRICK VENNEER. HORIZONTAL K -WEB AT 24' �. (3) s4 CONT. (2 1-IVAC ENCLOSURE PLAN REVISED II /11/03 GALV. AND PAINTED STEEL GRATE 50 THAT A 2' SPHERE WILL NOT PASS THROUGH. 18 GAUGE SHEET METAL WALL CAP WITH CONCEALED CLIP ON FRONT EDGE TO MATCH ROOF COLOR, OVER 3011 BUILDING PAPER OVER SLOPE CUT P.T. 2x NAILER. BOLT NAILER TO WALL WITH I/2' DIA. LAG BOLT AT 24' o . SEE DETAIL AS/A110. 2' OF MORTAR WITH *4 BAR AT 12' OC EACH-- WAY BETWEEN EXTERIOR BRICK VENEER AND INTERIOR FULLY GROUTED CONCRETE BLOCK VENEER. 3 I/2' (R -II) SOUND ABSORPTIVE Fl BOARDS BAGGED IN MYLAR BETWEEN 3 I/2', 20 GAGE METAL STUDS AT 24' �. PROVIDE GALV. STEEL HARDWARE CLOTH OVER STUDS US PROTECTIVE LATER FOR FIBERGLASS BAGS. PROVIDE ON INTERIOR OF EAST, NORTH AND WEST WALL. CONTACT PARAGON PACIFIC (25319 872 -0E00 OR APPROVED FOR ORDERING AND ADDITIONAL PRODUCT INFORMATION. 4' CONCRETE SLAB WITH &4's p 24' OC EACH WAY, CENTERED IN SLAB, OVER MIL. VISOUEEN OVER 4' C.OMPAiCTED GRAVEL. SLOPE Vb TO DRAIN TOWARD GATE. PROVIDE ASFUATKC WiATERPROCIF MEMBRANE AT EXTERIOR Of UNDERGROUND PORTION OF MALL_ CONCRETE BLOCK MAY BE SUBSTITUTED FOR BRICK AT UNDERiGROUND ASSEMBLY_ Al 1'AC ENCLOSURE SECTION r . r4 Iv5EDNnu� 2 4x3x1 /4 GALV. TYP. HSS 4x4x1 /4 GALV. LOCATIONS. SE r-d S 3 2.1 HORSE P G' - 4 5 RISERS © 6" SEE CIVIL FOR EXISTING DETAIL LIGHT OLE OD NoRru �D *d Q"o" OIL IP 4V OG. EPIA(Y END N 5, DIA. x lo OED' GLEAM MOLE 4 BRICK AND BLOCK HVAC ENCLOSURE WITH STEEL GRILL. HM DOOR AND FRAME SEE DETAIL D8/A110. s 7 g I /2 - -- i = .•1■111111M11 ell 477 — GRASS' SR a • I MEMO IMIMII MIMIIMIIIIIIIIIrI MOM I by 7 MATERIALS PER WALL SECTION EPDXY (TNEMEC OR APPROVED) PAINTED, GROUTED SOLID, 16 GA. HOLLOW METAL DOOR JAMB WITH MINORS INTO BLOCK WALL. WELD 16 GAUGE CAP ONTO JAM AND GRIND SMOOTH. 3'0'x6'8', 16 GAUGE HOLLOW METAL [DOOR, WITH EPDXY PAINT. PROVIDE LATCH AND PADLOCK. DOOR DOES NOT RE6CIEVE FIBERGLASS BAATTS. D8 GATE JAMB 3' = 1' -O' DRAIN II/1I/03 A8 r-d S HALL CAP DRAWN MUM 8V2' 10 11 4.• co 12 13 1 14 to CORE LTR. 16 ARCHITECTURE www.bjssdb.com 724 Columbia Street NW Suite 400 Olympia, Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle, Washington 98104 T 206.340.1552 F 206.340.0412 23032 DRAWN BY CHECKED BY McClelland McClelland DATE 9 - IS-0 3 REVS II/11/03 CONSTRUCTION DOCUMENTS HVAC ENCLOSURE I • NOTE: EXTERIOR DIMENSIONS ARE TO FACE OF EXT. SHEATHING AND TO FACE OF STEMWALLS 0 4> II =22 '''' ^^."- 4 EDGE OF ROOFLINE ABOVE ALIGN WALL DIRECTLY OVER WALL BELOW All ADDITIVE ALTERNATE Al r-o' WEATHERPROOF LOUVER SEE MECH. DRAWINGS CLEARSTORY AND MEC1-IANICAL LOFT PLAN Copyright e 2003 by BJSS Duarte Bryant. All rights reserved. 2 3 4 7 9 10 11 12 13 14 IS .41...4101 1110.101111 ' 16 I r3JS\ ARIT RYAN ARCHITECTURE www.bjssdb.com 724 Columbia Street NW Suite 400 Olympia, Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle, Washington 98104 T 206.340.1552 F 206.340.0412 3474 \ \Th RECISTEREE ARCHITECT EDWARD SCH1LTER STATE OF OiASP-OINGTON 1011 NO. 23032 DRAWN BY CHECKED BY RUSSO MCCLELLAN' DATE 9-25-03 REVISIONS pew. a O CT 1 0 22C2 PE Call CONSTRUCTION DOCUMENTS FLOOR PLANS D6 SNOT USED NOTES: 1. SEE GOOI FOR STANDARD MOUNTING NEIGNTS 2. OHN�IER WILL SUPPLY WASTE PAPER BASKETS 3. PROVIDE BACKING FOR ALL RECESSED AND WALL MOUNTED FIXTURES Al j INTERIOR ELEVATION 1 2 2 X 2 CERAMIC TILE TYPICAL ` 38 1/4' HALF WALL MU CERAMIC TILE 1 ON ALL SURF /AGES 3/4' PLYWOOD, GREY, P'Ei.AI' SHELVES 38 1/4" HALF WALL W/ CERAMIC TILE ON ALL SURFACES rat ant no mo us ORE SIMILAR MX SMELT SPAN of V-ft 4 1/4' X V4' COVED G.T. BASE TYP. INTERIOR ELEVATION 4 TILE TYPICAL PAPER TOWEL ROLL DISPENSOR INTERIOR ELEVATION COVED C.T. BASE TYP. 4 1/4' X 4 1/4' TILE TYPICAL INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEVATION COVED G.T. BASE TYP. 4 V4' X4 V( Tu TYPICAL 4V4'X4V4' TILE TYPKAL G12 ; INTERIOR ELEVATION G15 i I NTERIOR ELEVATION A6 1 INTERIOR ELEVATION i A9 E INTERIOR ELEVATION � AI2 ;INTERIOR ELEVATION ve = r-o► 1 � v�r = r-d � ve = r-09 r - - f 4 1/4' X 4 1/4" TILE TYPICAL COVED C.T. BASE TYP. 4 V4' X 4 1/4' TILE TYPICAL COVED C.T. BASE TYP. EE: - L NU N JIIL A15 INTERIOR ELEVATION Ifir is Copyright c ) 2003 by BJSS Duarte Bryant. All rights reserved. 3 1 { 1 s 7 1 0 9 10 11 12 1 13 14 �f S V ARTS ARCHITECTURE www.bjssdb.com 724 Columbia Street NW Suite 400 Olympia, Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle, Washington 98104 T 206.340.1552 F 206.340.0412 EDWARD SCHILTER :._E SOB NO 23032 DRAWN BY C =NECK® BY DAARUD RUSSO DATE 8 -15-03 REvesooNs glEaridEL i ix A G ?1 ';? PlEideT CONSTRUCTION O DOCUMENTS ENLARGED PLANS AND INTERIOR ELEVATIONS _ * !1 rn en iii ■ iz ■ D6 SNOT USED NOTES: 1. SEE GOOI FOR STANDARD MOUNTING NEIGNTS 2. OHN�IER WILL SUPPLY WASTE PAPER BASKETS 3. PROVIDE BACKING FOR ALL RECESSED AND WALL MOUNTED FIXTURES Al j INTERIOR ELEVATION 1 2 2 X 2 CERAMIC TILE TYPICAL ` 38 1/4' HALF WALL MU CERAMIC TILE 1 ON ALL SURF /AGES 3/4' PLYWOOD, GREY, P'Ei.AI' SHELVES 38 1/4" HALF WALL W/ CERAMIC TILE ON ALL SURFACES rat ant no mo us ORE SIMILAR MX SMELT SPAN of V-ft 4 1/4' X V4' COVED G.T. BASE TYP. INTERIOR ELEVATION 4 TILE TYPICAL PAPER TOWEL ROLL DISPENSOR INTERIOR ELEVATION COVED C.T. BASE TYP. 4 1/4' X 4 1/4' TILE TYPICAL INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEVATION COVED G.T. BASE TYP. 4 V4' X4 V( Tu TYPICAL 4V4'X4V4' TILE TYPKAL G12 ; INTERIOR ELEVATION G15 i I NTERIOR ELEVATION A6 1 INTERIOR ELEVATION i A9 E INTERIOR ELEVATION � AI2 ;INTERIOR ELEVATION ve = r-o► 1 � v�r = r-d � ve = r-09 r - - f 4 1/4' X 4 1/4" TILE TYPICAL COVED C.T. BASE TYP. 4 V4' X 4 1/4' TILE TYPICAL COVED C.T. BASE TYP. EE: - L NU N JIIL A15 INTERIOR ELEVATION Ifir is Copyright c ) 2003 by BJSS Duarte Bryant. All rights reserved. 3 1 { 1 s 7 1 0 9 10 11 12 1 13 14 �f S V ARTS ARCHITECTURE www.bjssdb.com 724 Columbia Street NW Suite 400 Olympia, Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle, Washington 98104 T 206.340.1552 F 206.340.0412 EDWARD SCHILTER :._E SOB NO 23032 DRAWN BY C =NECK® BY DAARUD RUSSO DATE 8 -15-03 REvesooNs glEaridEL i ix A G ?1 ';? PlEideT CONSTRUCTION O DOCUMENTS ENLARGED PLANS AND INTERIOR ELEVATIONS _ * !1 r �r / ',! ! ' � : / / /, ;/ r � r " r f` rr / / / . / 1 ' r - / 1 �f / -' `�'� a cv IZ� i t ' •Z 51 IL y It /%lb / / - r f � �. r / ACV II 4 Il -11 • Copyright C! 2003 by BASS Duarte Bryant. All rights reserved. JI Al El SEE STRUCTURAL FOR COLUMN SIZE II /2 -1 -0" 11/2' =1' -0' f] 3is =r'—a' COLUMN DETAIL I COLUMN DETAIL 1 ! SIDEWALK DETAIL I Pet 9Th RPM S 3 I/2" BRICK VENEER (4) SIDES I/2" PLYWOOD SHEATHING (4) SIDES 3 1/2" BRICK VENEER (4) SIDES 1/2" PLYWOOD SHEATHING (4) SIDES ,, 7 G4 FULL SIZE E4 j WALK -OFF MAT DETAIL FULL SIZE r' PANEL JOINT DETAIL •i C.oNTROL JOINT (UNO) TROFEL.ED FNSN BROOM FNS PIPE NANLXt & SEE STRUCTURAL i r / FOR COLUMN ,r ' SIZE VZ" JOINT 0 20'-O' 0_C_ MAX.. 7.4 N J7 11/2 " =1 -0" LADD 1/2' PLYWOOD SHEATHING 5/16' CEMENT BOARD SIDING SMOOTH PVC STRAIGHT JOINER CHANNEL BUILDING WRAP ALUMINUM RECESSED MAT FRAME MITERED AT ALL CORNERS SET FRAME TO ALLOW FINISH FLOORING TO ABUTT FLUSH ENTRY MAT (SEE SPECIFICATIONS) RECESS MAT AS REQUIRED FOR SPECIFIED MAT CONCRETE FLOOR seas A6 i SI r-o• r SEE AI/A330 FOR ADDITIONAL INFORMATION I V4' -I 1/2' O.D. PIPE 14ARDRA1l W CONTROL JOINTS) EMBED VERTICAL PIPES N V1111 PIPE SLEEVE 12' MINA" JI W 4' MiNIMUM CONCRETE SURROUND SHIM FAR TIGHT FIT NOM- DETERIORATN6 MATERIAL AND SEAL W NO 4 - 91RIN C SEMANT 4' Ca4cRETE SLAB w F1BERttSt ADORTIVE OVER 2' COMPACTS) GRAVEL OVER carricTED SUB-GRADE E1AU( SECTION 3' ER AND WATCH PLAN i i6"_ 11 -0" • E8 I WALL END DETAIL — 5/16' CEMENT BOARD SIDING I/8" JOINT W/ CAULKING ASPI- IALTIC WATERPROOF MEMBRANE \o/RAPPINC $D of YA/AI.L. 5/I6" CEMENT BOARD SIDING AIR INFILTRATION BARRIER 1/2' C —DX PLYWOOD p O26q AI2 rI1/2' = r-o' 36"X32' ACCESS NATCN LADDER AND NATCN SECTION 5 1/8X16 1/2 GLB 2X6 BLOCKING TYP. STEEL FLAT BAR 1/4'X2" (2) 1' DIA. STEEL ROD RUNGS • 12' O.C. 3/8' DIA. X 2' LAG BOLT (3) PER SIDE STEEL FLAT BAR ANGLE V4'X2' X6'X2' (3) PER SIDE STEEL FLAT BAR ANGLE V4'X2 CV' (I) PER SIDE 1/2' DL& X 3' ANOVA BOLT N/ XP. SHIELD fir 3474 S\S '\ ARTE RYAN www.bjssdb.com EDWARD SCHILTE.R jOB No. 23032 P7 . -c — IDEAMPT aE.% ARCHITECTURE 724 Columbia Street NW Suite 400 Olympia, Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle, Washington 98104 T 206.340.1552 F 206.340.0412 p2 DRAWN BY CHECKED BY ROSSO McCLELLAND DATE 8-I 5-03 REV6SOONS CONSTRUCTION DOCUMENTS MISC. DETAILS 172 \"\\ I r 3 0 r\N. i 111 Copyright (c) 2003 by BJSS Duarte Bryant. All rights reserved. Al e RCXFPLAN � 2 • 3 4 • D.5 D.5 D.S. 5 i 7 • D.S. �r . • NW i . i=r/ A11111_ 11111l l_ ••._. • 9 10 D.S. ADHESIVE ASPHALTIC WATERPROOF MEMBRANE UNDER BUILDING PAPER AS swam BY SHADED AREAS LINE OF BUILDING BELOW j7 Z� I I 12 111 NOTE: ROOFER TO PROVIDE ADDITIOIIAL FLASilINE56 AS REQUIRED FOR KA,TERTK,iIT ROOF NSTALLAT N AT ALL ROOF PENETRATIONS INCLUDING VENTS AND ROOF a1, Of T'UKWILA WEND DEC - 2 Z03 13 14 15 16 • js ARTE, RYANT' ARCHITECTURE www.bjssdb.com 724 Columbia Street NW Suite 400 Olympia, Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle, Washington 98104 T 206.340.1552 F 206.340.0412 3474 EDWARD SCHIL I ER *“.;7: JOB NO 23032 DRAWN BY CHECKED ED BY RUSSO MCCLELLAND DATE 8-15-03 REVISiONS -c enAlk � G 2 1 rUU) PE ;.. XICER CONSTRUCTION DOCUMENTS ROOF PLAN 7 -77-t r ,A4� & ) iNk Copyright ( c)2003 by BJSS Duarte Bryant All rights reserved. Jl I -1/2 TYPICAL ROOF ASSEMBLY SEE SECTION GVAhII 5/4 X 8 CEDAR FASCIA HARDIPANEL SOFFIT BOARD OR APPROVED I/2' EXT. GRADE PLYWOOD 5/16' CEMENT BOARD SIDING I X 3 CEDAR TRIM, PRIME AND PAINT ALUMINUM FRAME STOREFRONT WINDOW 5/8 CDX PLYWOOD LEAVE GAP FOR VENTING TYPICAL ROOF ASSErtiLY SEE SECTION GI/A611 BRICK BEYOND ROOF DETAIL 6' -4 I/2" I ■ Al ;ROOF DETAIL yr = r-oe 2 I X _ CEDAR TRIM HEADER (SEE STRUCTURAL) NOTE: WRAP ASPHALTIC WATERPROOF MEMBRANE AT ROOF 3' OVER CEDAR FASCIA, UNLESS OTHERWISE NOTED. 3 2' MIN AIRSPACE 4 INSULATION STOP 4' SHEETMETAL DOWNSPOUT S SEE STRUCTURAL 515' TYPE X GWB JOIST HANGER PER STRUCTURAL i • 7 24 GA STANDING SEAM METAL ROOF 300 BUILDING PAPER 5' ICE AND WATERSHIELD AT ROOF PERIMETER 5/8' C -DX PLYWOOD 24' SHEET METAL FLASHING 5/4 X 8 CEDAR FASCIA 24 GA SWEET METAL GUTTER W SPACER • 32' O.C. SHEET METAL GUTTER BRACKET 132" O.C. HARDIPANEL SOFFIT BOARD OR APPROVED 9433 50 FT /150 = 63 50 FT 63 50 FT X 144 = 9072 IN 9072/ =45361W3I6FT = 14 IN/FT CONTINOUS SCREENED VENT INSULATION STOP 24 GAUGE SHEET METAL FLASHING Y4 X b CEDAR FASCIA WATERPROOF ASPHALTIC MEMBRANE TYPICAL ROOF ASSEMBLY SEE SECTION GI/A611 E9 j ROOF DETAIL • RAKE = r-or i SUPPORT FLASHING j -4r V.* X3'TYP - 4 NILE CLEAT L !LASNG DETAIL 10 SHIM AT RAFTER TAILS. All A'; II r CONTINUOUS ANGLE CLEAT *30 BUILDING PAPER HARDIPANEL SOFFIT BOARD OR APPROVED 943350 FT /150= 635QFT 6350 FTX141= 9072IN 9072/ .5 = 4536 IN/ 228 FT = 19 SO IWFT CONTINOU'' SCREEN X5/16 CEMENT BOARD SIDING, PRIME AND PAINT JOIST HANGER PER STRUCTURAL AIR INFILTRATION BARRIER I/2" Da GRADE PLYWOOD HEADER (SEE STRUCTURAL) I X 3 CEDAR TRIM ALUMINUM FRAME WINDOW FLASHING DETAIL A13 JI2 3 M I LO" 2X6 BLDCKING 1 Ell 2 0 4 6 11111 3" -_ 12 13 � ROOF DETAIL STANDING SEAM METAL ROOF L �l RAKE DETAIL VENTING SLOT (3 3'X12' PER TRUSS SPACE CONTIPN10US 2 3/4' SCREENED VENT CONTINUOUS ANGLE CLEAT FLASHING DETAIL I AI5 14 2 3/4' MDO PLYWOOD TAPE AND TEXTURE. SWIM AS REQUIRED ALUMINUM FRAMED INSULATED WINDOW 24 GA SHEET METAL FLASHING 24 GA SHEET METAL FLASHING 7X4'5 FLAT 41 16' O.C. 14'TJIp24' -C. 3' = N'-0" 2X4 OUTRIGERS AT 24' O.C. 2X 6BLOCKING SEE STRUCT FOR ALTERNATING PATTERN Is • 24 GA SHEET METAL. FLASHING W/ 3" WIDE CLIPS 13,2' O.C. I' CEMENT BOARD SIDING 14' TIMBERSTRAND RIM RAFTER PANEL CLOSER BY ROOFING MFR. ar of Tuock n r - 2 z6a3 r v v L ANNA r.i IAA 2 STANDING SEMI METAL ROOFING OVER 301 BUILDING PAPER ROOF DETAIL -- 74 TAIL P GVIDE 2 TO I BACKSPAN TO CANTILEVER I 16 S'S ARTE RYAN ARCHITECTURE www.bjssdb.com 724 Columbia Street NW Suite 400 Olympia, Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle, Washington 98104 T 206.340.1552 F 206.340.0412 3474 \ rketuA3, EDWARD SCHIL.TER Joe NO 23032 oiu►VVN BY CHECXED BY 'RUSSO MCCLELLAND SCE :SC. -_ A L' r DATE 8- 1 5-03 REVLSKJHS 9 1 Pt.. ROOF DETAILS CONSTRUCTION DOCUMENTS \ \: N \ I / A41 I • rI LRF D1L ROOF DETAIL JOIST HANGER PER STRUCTURALR 2X12 RAFTERS I I6' O.C. R -38 BATT INSULATION SHEET METAL GUTTER SEE DETAIL ..11 ABOVE 2X6 BLOCKING 14!2" X 14' VENT SLOT 5/4 X 8 CEDAR FASCIA 14' TRUSS JOIST W2 X b TAILS. TAIL BACKSPAN TO BE DOUBLE THE CANTILEVERED 2' MIN AIRSPACE R -38 BATT INSULATION INSULATION STOP 2 "X14" SLOT 1X3 CEDAR TRIM MARDI SOFFIT PANEL BEAM PER STRUCTURAL SEE STRICT. DHt S. CONTINUOUS BLOCKING FRON P.T. 4X4 TYPICAL ROOF ASSEMBLY 5' ASPHALTIC WATERPROOF MEMBRANE. 24' SHEET METAL FLASHING 5/4 X 8 CEDAR FASCIA HARDIPANEL SOFFIT BOARD OR APPROVED 8433 50 FT /I50 = 63 SO FT 63 50 FT X 144 = 9072 IN 9072/ .5 = 4536 IN/ 3I6FT = 14 IN/FT CONTINOUS SCREENED VENT A9 I FLASi-IING DETAIL A Copyright c ' 2003 by BI SS Duarte Bryant. All rights reserved. 2 3 I. 4 i 7 S to II 12 13 14 IS 16 §$ \\ ARTE ‘10, ARCHITECTURE www.bjssdb.com 724 Columbia Street NW Suite 400 Olympia, Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle, Washington 98104 T 206.340.1 552 F 206.340.0412 W V _ J L.L. L.L 0 O z Q p 75, V F (6 0, (6) Z � O SO Y 3474 zr- WORD SCHILTER 108 NO. 23032 DAWN BY PHECKED BY RUSSO MCCLELLAND PATE 8- 1 5-03 ra t'~ L CG 2 1 _ 3 ROOF DETAIL CONSTRUCTION DOCUMENTS 1 12- L A412 V M L K Copyright r e) 2003 by BJSS Duarte Bryant. All rights reserved. LEGEND ■ ACCESS PANEL SUPPLY DIFFUSER RETURN GRILLE 2 X 4 FLUORESCENT FIXTURE - LAY IN 2 X 4 FLUORESCENT FIXTURE - SURFACE 1 X 4 FLUORESCENT FIXTURE - LAY IN 1 X 4 FLUORESCENT FIXTURE - SURFACE VARIABLE AIM MULTI -LAMP PENDANT WALL MOUNT SURFACE MOUNT SUSPENDED TRACK LIG1 -IT TRACK LIGHT ED VIDEO PROJECTOR •:■ w : BUDGET 126 WV JO ER. MANAGER 12& REFLECTED CEILING PLAN • V SUPER! 12 r u ASSISTANTS 11211 26' -2 1/2" HALLWAY PURCNJOPER. ASSISTANT ' I NOTE PERSONEL (I) LAYER OF TYPE 'X' 5/8' GYPSUM WALLBOARD (GWB), PAINTED, ON WOOD FRAMING. ROOF LINE ABOVE FILE ONFERENCE ROM 15 IA FILE ROOM I11 MDF L. 11 G ROOF LINE ABOVE UP eREavun+ua RE's WORK/ MAIL. ROOM 1 115 1 MEN I ` I toy l 8'4' CIRRICULUM DI - . "I+i OR ICI CONFERENCE ADMINISTRATIVE ASSISTANTS 1110I JANITOR/ Y TABLE/CHAIR STORAGE 11 AV 1131 ESS ar�aR MULTI - PURPOSE OFFICE SP AGE 5 W 17 3 Ib MECHANICAL LOFT 201 I ------ DIJARTE , $RYAN� ______,A_____ ______ - A0.0 HITECTU RE www.bjssdb.com 724 Columbia Street NW Suite 400 Olympia„ Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle, Washington 98104 T 206.340.1552 F 206.340.0412 1011 NO 23032 DRAWN BY CHECKED BY DATE 8- 1 5-03 KE 15404∎6 zoto CONSTRUCTION DOCUMENTS REFLECTED CEILING PLAN 7 ---- 77\ --- \ A500 1 • • • Copyright lc) 2003 by BJSS Duarte Bryant AU rights reserved. w a I� ARCHITECTURE www.bjssdb.com 724 Columbia Street NW Suite 400 Olympia, Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle, Washington 98104 T 206.340.I 552 F 206.340.0412 3474 REGISTERED ARCHITECT EDIMARD SCHILTER STATE OF WASHINGTON XOB MO. 2.3032 DRAVVN BY CHECXED BY RUSSO DATE 9 -25-03 ItEvestOP4 11/4/03 1 1/10/03 CONSTRUCTION DOCUMENTS EXTERIOR ELEVATIONS • • BUILDING SECTION Al BUILDING SECTION tie = r-ce i ..�ri IS � .�.. w� S �Z�a �■■■1 Si .ri■.ww__ MI - --- ■I SI • rz.R; RI rum ' Rol ._ r . •.:1C'T.I m milmommem - . ..:.. ....r...... MS MEM MI NI SI .. MEM In . wow SI �.SUMM ■r. r. 6 am ma � . so .+..S w MS _ - - -r. ■I L �__ - wr�. .. ■� 1111411111•1111110112•111§ MM. MI I ''aVa rairM. r'a%Weiri •rrMdrrrrraWatriti r .rri" Sri. RMr Wr'arrrri rri'hrrtiMa a AWN* �i �.VOI II aPa % ay a V MiMWited Parr ririeia: ! r! r! r! r! r! rl dil rl rl rl i! i! i !r!r!i!rlrlMLli!JilrlJilrW.V a! a! ii! r! r! r! r! r' r! i! i! r! i! i! r! i! r! i' r! i! i! r! ri! r! i! i! r!! r! i!! r!!A4! r! r! r! r! r!! r! r! rti! r! i! i! r! r! r! r! i! r! r!! r! r! a! a! aWi! i! r! r! r! i! ri! r! r! i! r! r!! r! i!r!ri!i!r!i!i!iahrrlrla!r!Mili I_ WIZW_•17./`= 11= III 4:11112 Z OZ. 11/2111=1111:111" F= 1/s •IZI:IZICwt= •1./.1;iI= 1111rf`W = WI: we: 111126/2 IMO 2XI2 RAFTERS W/ 2X6 TAILS 11/2' CONCRETE TOPPING OVER 15* BUILDING PAPER OVER 3/4' T t G PLYWOOD GLUED MD SCREWED OVER FRAMING PER STRUCTURAL w R -19 BATT INSULATION _�: Rr . I.ra. P`: C. A 1W C ] 1W S'r - -� r 1G • ±5'r `s'!G !C 2X8 CEILING JOISTS p 16' O. 0 IQr• X 4 MITE BOARD w PEN RAIL TYPICAL RAFTER ROOF CONSTRUCTION STANDING SEAM METAL ROOFING OVER 30* BUILDING PAPER OVER 5 /8 "C -DX PLYWOOD SHEATHING OVER RAFTERS ! 24" O.C. Ni R -38 BATT INSULATION 5/8" TYPE 'X' GWB TYPICAL RAFTER ROOF CONSTRUCTION STANDING SEAM METAL ROOFING OVER 30* BUILDING PAPER OVER 5/8 "C -DX PLYWOOD SHEATHING OVER PRE - ENGINEERED TRUSS JOISTS @ 24 O.C_ W/ R -3b BATT INSULATION 5/8" TYPE 'X' G10E3 TYPICAL TRUSS ROOF CONSTRUCTION STANDING SEAM METAL ROOFING OVER 3O BUILDING PAPER OVER 5 /8 " "C -DX PLYWOOD SHEATHING OVER PRE- ENGINEERED TRUSSES • 24' O.C. w 24 TOP CHORD AND TAIL R -38 BATT INSULATION R -38 BATT INSULATION TYPICAL TRUSS ROOF CONSTRUCTION STANDING SEAM METAL ROOFING OVER 30* BUILDING PAPER OVER 5/8" "C -DX PLYWOOD SHEATHING OVER PRE ENGINEERED TRUSSES to 24' O.C. w 2X6 TOP CHORD AND TAIL p 03-261 COMPACTED SOILS PER KLEINFELDER REPORT - JANUARY 29, 2043. PROVIDE TESTING AND COMPACTION REPORTS Copyright I t ) 2003 by BJSS Duarte Bryant. All rights reserved. 2 3 4 S 6 7 t 9 I0 1 1 12 M3 14 IS • 16 13ISS PUARTE) Ts .// - --- ARCHITECTURE www.bj ssdb.com 724 Columbia Street NW Suite 400 Olympia, Washington 98501 T 360.943.4650 F 360.357.9022 I08 First Avenue South Suite 200 Seattle, Washington 98104 T 206.340.1552 F 206340.0412 W U `" J LL 0 � (2 z Q vi) 1 "Mai I — F Z � g S O Y 108 NO 23032 DRAWN BY CHECKED BY ROSSO McCLELLAND DATE 8-15 -03 �-' G 2 I ?00j CONSTRUCTION DOCUMENTS BUILDING SECTIONS "1/46 I 0 ; y a soo -r - 17Xrrrrr r TYPICAL RAFTER ROOF CONSTRUCTION STANDING SEAM METAL ROOFING OVER 30S1 BUILDING PAPER OVER 5/8 "C -DX PLYHOOD SHEATHING OVER PRE - ENGINEERED TRU55 JOISTS # 24' O.C. W/ R -38 BATT INSULATION 5/8' TYPE 'X' G&. rti RETAINING NALL DETAIL WITH BRICK 4' CONCRETE SLAB (SEE SWEET 52.0) CONCRETE FOUNDATION (SEE SHEET 52.0) � i - T1 - 1 - r1 rrl ,rr R -3D BATT INSULATION RETAINING NALL DETAIL WITHOUT BRICK 4" CONCRETE SLAB (SEE SWEET S2.0) CONCRETE RETAINING WALL (SEE SHEET 52.0) Al :1 BUILDING, SECTIONS v� - rd 4 CONCRETE SIDEWALK ROUND DRAIN ROCK FOUNDATION DETAIL WITHOUT BRICK LEDGE SIDING, TO BRICK VENEER TRANSITION b' PEFFORATED PERIMETER. (WEST I-IALF OF THE BUILDING ONLY) DRAIN IN WASHED ROCK W FILTER FABRIC WRAP. DRAIN TO STORI WATER SYSTEM PER CIVIL. 4 CONCRETE SLAB (SEE SWEET 52.0) CONCRETE FOUNDATION WALL (SEE SHEET 52.0) CONCRETE FOOTING (SEE SWEET 52.0) FOUNDATION DETAIL WITH BRICK LEDGE Copyright , C ) 2003 by BJSS Duarte Bryant. All rights reserved. z 2 3 3 a 4 S s i 7 to s 10 11 12 12 14 or IS 16 ss PUARTE vii,RYANT ARCHITECTURE www.bjssdb.com 724 Columbia Street NW Suite 400 Olympia, Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle. Washington 98104 T 206.340.1552 F 206.340.0412 3474 Drn ST �. 1OB N 23032 DRAWN BY CHECKED BY ROSSO McCLELLAND DATE 8-15-03 REVISIONS • balk • 1�1i�.►MI�r scv,. EDWARD SCHILTER uG ?1 3C3 •'E tiM' %F.A ; CONSTRUCTION RVCTION DOCUMENTS BUILDING SECTIONS 4 V MICROWAVE / OVEN HOOD ---� DWR OVEN DM KITCHEN SINK 3' -2' I' -b' , 2' -6' , 2' -0' , 3' -0' INTERIOR ELEVATION INTERIOR ELEVATION Al � INTERIOR ELEVATION v�' = r—d 1 2 FILLER PANEL FILLER PANEL FULL HEIC,NT PLAM BALKSPLASH TO MATCH COUNTERTOP K5 INTERIOR ELEVATION D5 1 INTERIOR ELEVATION A5 INOT USED r = r-a s 1 STAINLESS STEEL WIRE PULLS (TYP) INTERIOR ELEVATION FILLER PIECE 12' UPPER CABINETS (2) ADJ. MELAMINE SHELVES. 24' BASE CABINETS STAINLESS STEEL WIRE PULLS (TYP) PLAM FACED CABINETS RAM TO f" fATOI CQAITERTOPS v ,lk .E,- . , ,iG rr,. --.1., ..--• .--v _.. .tea. INTERIOR ELEVATION INTERIOR ELEVATION D'i I INTERIOR ELEVATION 11—os 1 r--� -- FILLER PIECE —12' UPPER CABINETS —(2) ADJ. MELAMINE SHELVES. (2) ADJ. MELAMINE SHELVES. - FILLER PIECE - 24' BASE CABINETS 4' TOEKICK FILLER PIECE FILLER PIECE INTERIOR ELEVATION G13 I INTERIOR ELEVATION MAILBOX DETAIL 1 /2' 1 /2' CLEAR ANODIZED ALUM PLAM 12' UPPER CABINETS (2) ADJ. MELAMINE SHELVES. 4' PLAM (2) ADJ. MELAMINE SHELVES. FILLER PIECE 24' BASE CABINETS Copyright C 2003 b BASS Duarte Bryant. All rights reserved. 3 r 4 7 $ 1 10 • 11 12 13 14 1 1S 10 1i s$ ARTE IRYANT - -AL -- ARCHITECTURE www.bjssdb.com 724 Columbia Street NW Suite 400 Olympia, Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle, Washington 98104 T 206.340.1552 F 206.340.0412 3474 EDWARD SCHILTER s NO 23032 o7fAAWN BY CHECKED BY DAARUD RUSSO DATE 8-15-03 REVISIONS ' 3 �E =tor►- .' CONSTRUCTION DOCUMENTS INTERIOR ELEVATIONS A7 01,* 1 M L K H G A Copyright 2003 by BJSS Duarte reserved. Jl I I /2 " =1 -0 Al 1 1//2' = r-o• 1x3 CEDAR CLEAR ANODIZED ALUMINUM S CASEWORK DETAIL DISPLAY SECTION DETAIL r.. a 2'- I4/2' PLASTIC LAMINATE(P -LAM) ON (2) LAYERS 3/4' PLYWD DIVIDER/SUPPORT W P -LAM ON ALL EXPOSED SURFACES I MAXIMUM 42' O.C. 4' RUBBER BASE UGHT PER ELECTRICAL SIM 3/4' A-C PLYWOOD TOP MD (3) SIDES 2 X4 STUDS p Ib' O.C. TOP BOTTOM AND (3) SIDES 5/8' TYPE 'X' Gh8 3/4' C-C PLYWOOD BACK AID (3) SIDES (2) 30 WIDE X v4' TEMPERED GLASS DOORS SLOTWALL W BLACK POWDER COATED AUJMINUM INSERTS •3' O.C_ PLAM ON 3/4' PLYWOOD OVER Vr PLYWOOD CASBNIORK BELOW J6 II/2 " =1' -0" F6 j DISPLAY HEAD DETAIL I-IALF SIZE I JAMB SIMILAR CLEAR ANODIZED ALUMINUM CASEWORK DETAIL DISPLAY SILL DETAIL 5/8' TYPE 'X' GI 2X4FRAMING - IX3 WOOD TRIM KNAPP AND VOLT SLIDING GLASS DOOR NOW. 953 ZC UPPER T GUIDE (2) 9Fe ZC UPPER AND SIDE CHANNELS 3/4' A-C PLYWOOD (2) 30'(MAX) WIDE X V4' TEMPERED GLASS DOORS (2) 311(MAX) WIDE X v4' TEMPORED GLASS DOORS PLAM ON 3/4' A-C PLYWOOD OVER v2' PLYWOOD KNAPP AND VIZ T SLIDING GLASS DOOR I#1_ (2) GAS u SHOE FOR GLASS (2) "a u BALI. BEARING CARRIER ZC LONER TRACK I X 3 MOOD TRIM 3/4P A-C PLYWOOD 2 X 4 FRM1NG 74' A-C PLYWOOD PLASTIC LAMINATE(P -LAM) ON (2) LAYERS 3/4' PLYWD 3/4' PLYWOOD ON I/2' PLYWOOC PLAM ON 5/13' GIB WOOD VENEER TO MATCH DOOR SKINS 4' RUBBER BASE r • Illb i2 O*29 ? 2X4'5 • 24' D.C. p TOP AND SIDES 5/8' TYPE 'X' GWB ON TOP, BOTTOM AND SIDES 6 I/4' 202'5 a IV O.C_ 4x12 OF sI • EACH SIDE • 3/4' PLYWOOD RECESSED LKT FIXTURE PER ELECTRICAL preolowo AO !DUCT ENCLOSURE AS 140 AL 16 �r '§\S U ARTE� RAN ARCHITECTURE www.bjssdb.com 724 Columbia Street NW Suite 400 Olympia, Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle, Washington 98104 T 206.340.1552 F 206.340.0412 3474 EDWARD SCHIIJER s -A E: OF" h4S-- jos No. 23032 pRAV'VM BY CHECKED BY DATE 8-15-03 REVISIONS r .r `X3 CONSTRUCTION DOCUMENTS MISC. INTERIOR DETAILS A ; 7 V 26� 111 17;0 P MECHANICAL DUCTWORK MECHANICAL DUCTWORK MECHANICAL DUCTWORK 1/4 I M L K H G A Copyright 2003 by BJSS Duarte reserved. Jl I I /2 " =1 -0 Al 1 1//2' = r-o• 1x3 CEDAR CLEAR ANODIZED ALUMINUM S CASEWORK DETAIL DISPLAY SECTION DETAIL r.. a 2'- I4/2' PLASTIC LAMINATE(P -LAM) ON (2) LAYERS 3/4' PLYWD DIVIDER/SUPPORT W P -LAM ON ALL EXPOSED SURFACES I MAXIMUM 42' O.C. 4' RUBBER BASE UGHT PER ELECTRICAL SIM 3/4' A-C PLYWOOD TOP MD (3) SIDES 2 X4 STUDS p Ib' O.C. TOP BOTTOM AND (3) SIDES 5/8' TYPE 'X' Gh8 3/4' C-C PLYWOOD BACK AID (3) SIDES (2) 30 WIDE X v4' TEMPERED GLASS DOORS SLOTWALL W BLACK POWDER COATED AUJMINUM INSERTS •3' O.C_ PLAM ON 3/4' PLYWOOD OVER Vr PLYWOOD CASBNIORK BELOW J6 II/2 " =1' -0" F6 j DISPLAY HEAD DETAIL I-IALF SIZE I JAMB SIMILAR CLEAR ANODIZED ALUMINUM CASEWORK DETAIL DISPLAY SILL DETAIL 5/8' TYPE 'X' GI 2X4FRAMING - IX3 WOOD TRIM KNAPP AND VOLT SLIDING GLASS DOOR NOW. 953 ZC UPPER T GUIDE (2) 9Fe ZC UPPER AND SIDE CHANNELS 3/4' A-C PLYWOOD (2) 30'(MAX) WIDE X V4' TEMPERED GLASS DOORS (2) 311(MAX) WIDE X v4' TEMPORED GLASS DOORS PLAM ON 3/4' A-C PLYWOOD OVER v2' PLYWOOD KNAPP AND VIZ T SLIDING GLASS DOOR I#1_ (2) GAS u SHOE FOR GLASS (2) "a u BALI. BEARING CARRIER ZC LONER TRACK I X 3 MOOD TRIM 3/4P A-C PLYWOOD 2 X 4 FRM1NG 74' A-C PLYWOOD PLASTIC LAMINATE(P -LAM) ON (2) LAYERS 3/4' PLYWD 3/4' PLYWOOD ON I/2' PLYWOOC PLAM ON 5/13' GIB WOOD VENEER TO MATCH DOOR SKINS 4' RUBBER BASE r • Illb i2 O*29 ? 2X4'5 • 24' D.C. p TOP AND SIDES 5/8' TYPE 'X' GWB ON TOP, BOTTOM AND SIDES 6 I/4' 202'5 a IV O.C_ 4x12 OF sI • EACH SIDE • 3/4' PLYWOOD RECESSED LKT FIXTURE PER ELECTRICAL preolowo AO !DUCT ENCLOSURE AS 140 AL 16 �r '§\S U ARTE� RAN ARCHITECTURE www.bjssdb.com 724 Columbia Street NW Suite 400 Olympia, Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle, Washington 98104 T 206.340.1552 F 206.340.0412 3474 EDWARD SCHIIJER s -A E: OF" h4S-- jos No. 23032 pRAV'VM BY CHECKED BY DATE 8-15-03 REVISIONS r .r `X3 CONSTRUCTION DOCUMENTS MISC. INTERIOR DETAILS A ; 7 V 26� 111 1.0 GENERAL NOTES THESE STRUCTURAL NOTES SUPPLEMENT THE DRAWINGS. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE CONSTRUCTION MANAGER WHO SHALL REPORT TO THE ENGINEER, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORING DURING CONSTRUCTION. 1.1 BIDDERS WARRANTY BY THE ACT OF SUBMITTING A BID FOR THE PROPOSED CONTRACT, THE CONTRACTOR WARRANTS THAT: A. THE CONTRACTOR AND ALL SUBCONTRACTORS HE INTENDS TO USE HAVE CAREFULLY AND THOROUGHLY REVIEWED THE DRAWINGS AND STRUCTURAL NOTES AND HAVE FOUND THEM COMPLETE AND FREE FROM AMBIGUITIES AND SUFFICIENT FOR THE PURPOSE INTENDED; FURTHER THAT, B. THE CONTRACTOR HAS CAREFULLY EXAMINED THE SITE OF THE WORK AND THAT FROM HIS OWN INVESTIGATIONS, HE HAS SATISFIED HIMSELF AS TO THE NATURE AND LOCATION OF THE WORK, AS TO THE CHARACTER, QUALITY, QUANTITIES OF MATERIAL AND DIFFICULTIES TO BE ENCOUNTERED, AS TO THE EXTENT OF EQUIPMENT AND OTHER FACILITIES NEEDED FOR THE PERFORMANCE OF THE WORK AND AS TO THE GENERAL AND LOCAL CONDITIONS, AND OTHER ITEMS WHICH MAY IN ANY WAY AFFECT THE WORK OR ITS PERFORMANCE, FURTHER THAT, C. THE CONTRACTOR AND ALL WORKMEN HE INTENDS TO USE ARE SKILLED AND EXPERIENCED IN THE TYPE OF CONSTRUCTION REPRESENTED BY THE DRAWINGS AND DOCUMENTS BID UPON; FURTHER THAT, D NEITHER THE CONTRACTOR NOR ANY OF HIS EMPLOYEES, AGENTS, INTENDED SUPPLIERS, OR SUBCONTRACTORS HAVE RELIED UPON ANY VERBAL REPRESENTATIONS ALLEGEDLY AUTHORIZED OR UNAUTHORIZED FROM THE OWNER OR HIS EMPLOYEES OR AGENTS, INCLUDING THE ARCHITECT OR ENGINEERS, IN ASSEMBLING THE BID FIGURES; FURTHER THAT, E. THE BID FIGURE IS BASED SOLELY UPON THE CONSTRUCTION CONTRACT DOCUMENTS AND PROPERLY ISSUED WRITTEN ADDENDA AND NOT UPON ANY OTHER WRITTEN OR VERBAL REPRESENTATIONS. 1.2 CODES A ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 1997 UNIFORM BUILDING CODE (UBC) AS AMENDED AND ADOPTED BY THE LOCAL BUILDING AUTHORITY. B. ALL REFERENCE TO OTHER CODES, Ads, ASTM ETC., SHALL BE FOR LATEST OR MOST CURRENT EDITION AVAILABLE. 1.3 UNIFORM LOADS: LOADS ROOF MEZZANINE LIVE DEAD LOAD 25 PSP ACTUAL 40 PSF 25 PSF 15% INCREASE IN STRESSES FOR WOOD FRAMING ALLOWED FOR SNOW LIVE LOAD B. CONCENTRATED LOADS: - MECHANICAL UNITS OR OTHER CONCENTRATED LOADS ON ROOF OR FLOOR AS INDICATED. IT SHALL BE THE RESPONSIBILITY OF EACH MANUFACTURER OF ALL PRE -ENGINEERED SYSTEMS (TRUSSES, ETC.), TO DESIGN THEIR SYSTEM FOR THESE LOADS. C. LATERAL LOADS: - ALLOW 33 - INCREASE IN STRESSES FOR WIND AND SEISMIC FORCES. LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF THE ROOF TO SHEAR WALLS AND/OR FRAMES. LOADS ARE THEN TRANSFERRED TO FOOTINGS BY SHEAR WALL OR FRAME ACTION WERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND SLIDING FRICTION OF EARTH. OVERTURNING IS RESISTED BY THE DEAD LOAD OF THE STRUCTURE. (1) WIND: WIND DESIGN SHALL BE IN ACCORDANCE WITH SECTION 1615 THROUGH 1625 OF THE 1997 UBC. BASIC WIND SPEED: 80 MPH ZONE EXPOSURE: B IMPORTANCE FACTOR: 1.00 (2) SEISMIC: ZONE III PER 1997 UBC, Ca=0.36 (PER SOILS REPORT) R=5.5 (BEARING WALL SYSTEM wl WOOD STRUCTURAL PANELS) R=4.5 (BEARING WALL SYSTEM wf GM PANELS AT MEZZANINE) 1.4 SOIL DATA SEE GEOTECHINCAL ENGINEERING REPORT BY KLEINIFELDER, INC. ALLOWABLE SOIL BEARING CAPCITY IS 3000 PSF. ALLOW 33-1/3% INCREASE FOR LOADS FROM WIND OR SEISMIC ORIGIN. FOL!.OW SOILS REPORT FOR FILL AND COMPACTION REQUIRE3ABYTS. 1.5 INSPECTION SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD MELDING AND EPDXYING. 11 SHOP DRAWINGS THE ENGINEER OF RECORD SHALL REVIEW SHOP DRAWINGS FOR DESIGN INTENT ONLY. THE ENGINEER OF RECORD DOES NOT GUARANTEE DIMENSIONS AND QUANTITIES; THEREFORE, THE GENERAL CONTRACTOR MUST VERIFY THEM. DRAWINGS FOR COMPONENTS DESIGNED PRIMARILY BY OTHERS SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE. ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. TIE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CON /SECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHrTECTURAL OR STRUCTURAL DRAWINGS. SUBMIT A REPRODUOBLE AND FIVE COPIES OF THE SHOP DRAWINGS TO THE CONSTRUCTION MANAGER MO SHALL SUBMIT THEM TO THE ENGINEER THE REPRODUCIBLE WILL BE REVIEWED NC RETURNED. ALLOW 10 WORKING DAYS FOR REVIEW. SHOP DRN IMGS SHALL BE SUBMITTED FOR THE FOLLOWING: IW` RFJNFORCING STEEL B_ GLUE-LAMINATED MEMBERS C_ ROOF O. HiVAC UNIT LOADS. LOCATIONS AND ATTACHMENTS SHOP DRAWINGS MUST BE REVIEWED AM STAMPED BY THE CONTRACTOR PRIOR TO SUBMISSION AND REVIEW BY THE 1.7 A. VERIFY Ni DIMENSIONS AND CONDITIONS M THE FIELD_ B. VERIFY SIZE AND LOCATIONS OF ALL OPENINGS IN THE FLOORS. ROOF AND WILLS WITH ARCHITECTURAL IIECIWICAL AND ELECTRICAL. DRAWINGS. C_ COINSTRUCTION DETAILS NOT SPECIFICALLY SHOWN ON THE DRPININGsS SHALL FOLLOW SAAR DETNLS OF SECTIONS OF THIS PROJECT AS APPROVED BY THE I 21 SITE WORK 2.1 EXCAVATION EXCAVATE FOOTINGS DOWN TO DEPTH ON DRAWINGS OR TO FIRM UNDISTURBED MATERIAL PER SOILS REPORT. AREAS OVER- EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE (F' =2000 PSI), AND SHALL BE AT THE CONTRACTOR'S EXPENSE. SEE CIVIL DRAWINGS FOR APPROXIMATE LOCATION OF EXISTING PIPELINES. EXERCISE EXTREME CARE DURING EXCAVATION TO AVOID DAMAGE TO BURIED UNES, TANKS AND OTHER CONCEALED ITEMS. UPON DISCOVERY, DO NOT PROCEED WITH WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS FROM ARCHITECT. PROVIDE DRAINAGE AS NECESSARY TO AVOID WATER SOFTENED SUBGRADES. 2.2 BACKFILL AND COMPACTION BACKFILL AGAINST WALLS SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL FORMS, SCREEDS, OTHER WOOD DEBRIS AND MATERIAL SUBJECT TO ROT OR CORROSION. USE ONLY MATERIALS APPROVED FOR BACKFILL. IN AREAS UNDER SLABS OR FOOTINGS, MATERIAL OTHER THAN PEA GRAVEL SHOULD BE GRANULAR IN NATURE, PLACED IN 6 INCH LIFTS AND COMPACTED TO AT LEAST 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO COMPACTION TEST PROCEDURE T -180. THE FILL SHOULD BE LIMITED TO CLEAN, GRANULAR MATERIAL. PEA GRAVEL FILL WHERE SPECIFIED ON DRAWINGS SHALL HAVE A MAXIMUM PARTICLE SIZE OF 3/8" DIAMETER. 3.0 STRUCTURAL CONCRETE 3.1 GENERAL ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS FOR "ULTIMATE STRENGTH TYPE CONCRETE ", PER ACI -301, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS ". PROPORTIONING OF INGREDIENTS FOR EACH CONCRETE MIX, SHALL BE BY METHOD 2 OR THE ALTERNATE PROCEDURE (306) FOR WINTER CONCRETING AND ACI -605 (305) FOR HOT WEATHER CONCRETING. USE INTERIOR MECHANICAL VIBRATORS WITH 7000 -RPM MINIMUM FREQUENCY. DO NOT OVER - VIBRATE. CONCRETE SHALL BE PLACED MONOUTHICALLY BETWEEN CONSTRUCTION AND/OR CONTROL JOINTS. PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING EXCESSIVE HOT OR COLD TEMPERATURE FOR SEVEN DAYS AFTER POURING. PROVIDE ARCHITECT/ENGINEER WITH PROPOSED CONSTRUCTION OR CONTROL JOINT LOCATIONS FOR THEIR APPROVAL. 3.2 STRENGTH TWENTY -EIGHT DAY COMPRESSIVE STRENGTHS SHALL BE: SLAB ON GRADE & FOOTINGS PSI SLUMP 2500 4" + / -1" THESE SLUMPS MAY BE INCREASED IF A PROPER ADDITION OF ADMIXTURE OR ADMIXTURES IS ADDED TO ALLOW HIGHER SLUMP AND GREATER WORKABIUTY WITHOUT CHANGING THE WATER CONTENT OF THE ORIGINAL APPROVED MIX DESIGN. ADMIXTURES CONTAINING CHLORIDES ARE NOT PERMUTED UNLESS APPROVED BY THE ENGINEER. 3.3 MATERIALS A. CEMENT MUST CONFORM TO ASTM 150, TYPE I OR TYPE I-II. B. COARSE AND FINE AGGREGATE TO CONFORM TO ASTM C33 3.4 WATER REDUCING ADMIXTURES A. WATER REDUCING ADMIXTURE: MUST CONFORM TO ASTM C494. ADMIXTURES SHALL BE INCORPORATED INTO ALL CONCRETE IN EXACT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. SYNERGIZED PERFORMANCE SYSTEMS: CONCRETE USING ADMIXTURES TO PRODUCE FLOVVABLE CONCRETE MAY BE USED WITH ENGINEERS APPROVAL. DESIGN SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. C. AIR ENTRA LAMENT: CONFORMED TO ASTM C260 AND ASTM C494, ENTRAIN 5% t1 % BY VOLUME IN ALL EXPOSED CONCRETE. D. NO OTHER ADMIXTURES PERMITTED UNLESS APPROVED BY THE ENGINEER. 3.5 REINFORCING STEEL DETAIL, FABRICATE, AND PLACE PER ACI -315 AND AO-318. SUPPORT REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR TIES. A. DEFORMED BAR ASTM N615-GR 60 REINFORCEMENT: B. WELDED DEFORMED BAR ASTM A706 GR 60 OR ASTM A615 GR 40 REINFORCEMENT: C. WELDED IMRE FABRIC: ASTM 14185 & ASTMA -2 D. DEFORMED BAR ASTM A -496 ANCHORS ss FORMWORK AND SHORING A. FOLLOW RECOMMENDED PRACTICES FOR CONCRETE FORMWORK (ACI.347). B. ALL SHORING SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR. FORMWORK SUPPORTS AND SHORING SHALL BE DESK TO PROVIDE FINISHED CONCRETE SURFACES AT ALL FACES LEEVEL, PLUMB AND TRUE TO THE DIMENSIONS AND ELEVATIONS SHOWN. 3.7 CONCRETE COVER ON RBNFORCING (UNLESS SHOWN BOTTOM OF FOOTINGS 3' FORMED EARTH FACE & SLAB 7 ON GRADE 3.1 CONSTRUCTION JOINTS UNLESS NOTED OTHERWISE LOCATION OF THE CONSTRUCTION OR CONTROL JOINTS IN SLAB ON GRADE SHALL BE COLUMN GRIDS OR LWW PERMANENT PARTITIONS AND SHALL NOT EXCEED Ze EACH NAY 41 MAY 41 BRICK VENEER A MATERIALS: SEE T_ B. INSTALLATION: INSTALL PER THE UBC SECTION 1400 OR AS SHOWN ON DRAWINGS LS METALS $.I MEM A ALL tivaLING SHALL SE MI IyLX:0fiDNICE rMT11 THE EI.DBIG CODE'. AIMS 01.1 B. ALL IMMO SWILL BE BY CEITTIFIED INBDERS. USING EN ELECTRODES O. IVO WELDING OF REINFORCING STEEL SH R L OE IY.LCJED EXCEPT WHERE SHORN ALL WELDING OF REINIFORCBIENT MALL SE PER A NS DOA, 5.2 STRUCTURAL STEEL A. ALL DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TO THE MSC, "MANUAL OF STEEL CONSTRUCTION ", LATEST EDITION. B. STEEL SHAPES AND PLATES SHALL BE ASTM A -36. C. ANCHOR BOLTS SHALL BE ASTM A307. D. EXPANSION ANCHORS SHALL BE POWERS RAWL CONCRETE ANCHORS AS MANUFACTURED BY POWERS RAW. CORPORATION OR APPROVED EQUAL AND SHALL BE OF THE TYPE NOTED ON THE DRAWINGS. E. METAL PROTECTION: ALL STEEL EXPOSED TO WEATHER, MOISTURE, SOIL, OR AS NOTED SHALL BE GALVANIZED PER ASTM A-123 WITH 1.25 OZ. OF ZINC SPELTER PER SQUARE FOOT OF SURFACE AREA. ALL OTHER STEEL SURFACES TO BE SHOP PAINTED AFTER FABRICATION. F. EPDXY FOR ANCHORS SHALL BE POWERS RAWL POWER FAST, SIMPSON SET, HILTI HY, EPCON A7 OR APPROVED EQUAL AND SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS WITH ANCHOR SIZE AND EMBEDMENT AS NOTED IN THE DRAWINGS. 6.0 CARPENTRY A. ALL 2x AND 4x FRAMING LUMBER SHALL BE DOUG -FIR NO.2 OR BETTER. ALL 6x MEMBERS SHALL BE DOUG -FIR NO.1 OR BETTER. 2" LUMBER SHALL BE KILN DRIED (KD). EACH PIECE OF LUMBER SHALL BEAR A STAMP OF THE WEST COAST LUMBER INSPECTION BUREAU SHOWING GRADE MARK OR APPROVED EQUAL. STORE LUMBER WHERE IT WILL REMAIN DRY DURING CONSTRUCTION. B. PROVIDE CUT OR MALLEABLE IRON WASHERS WHERE BOLT HEADS, NUTS AND LAG SCREWS BEAR ON WOOD. C. ALL WOOD IN CONTACT WITH CONCRETE, MORTAR, GROUT, MASONRY OR WITHIN 6' OF EARTH SHALL BE TREATED IN ACCORDANCE WITH APWA SPECIFICATIONS FOR THE PRESSURE TREATMENT OF WESTERN WOODS LATEST EDITION. WHERE POSSIBLE, PRE -CUT MATERIAL BEFORE TREATMENT. ALL FIELD CUTS AND DRILLED HOLES SHALL BE FIELD TREATED IN ACCORDANCE WITH APWA -M4. 6.1 CARPENTRY HARDWARE A. BOLTS SHALL BE ASTM A-307. B. WASHERS SHALL BE MALLEABLE IRON WASHERS (MIW). C. NAILS SHALL BE AS CALLED OUT ON PLANS, AMERICAN OR CANADIAN MANUFACTURER ONLY_ D. LAG SCREWS, SHEAR PLATES, SEE NATIONAL DESIGN SPECIFICATION. E. ANCHORS AND CONNECTION HARDWARE SHALL BE SIMPSON, TECO, BOWMAN OR ICBO APPROVED AND SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS, UNLESS NOTED IN THE DRAWINGS. CONNECTION HARDWARE EXPOSED TO THE WEATHER OR SOIL SHALL BE TREATED AS IN STEEL ABOVE. 62 MINIMUM NAILING - PER UBC TABLE 23 -11-B-1 - NAILING SCHEDULE. 6.3 PLYWOOD, ORIENTED STRAND BOARD, WAFER BOARD, COMPLY EACH SHEET SHALL BEAR THE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ALL PANELS SHALL BE APA PERFORMANCE RATED PANELS. THICKNESS AND LAYUP ARE AS SHOWN N ON DRAWINGS. ALL PANELS SHALL BE EXPOSURE 1. EXCEPT AS OTHERWISE SHOWN OR NOTED, PROVIDE THE FOLLOWING MINIMUM NAILING: PANEL EDGES 10d AT 6" ON CENTER, INTERMEDIATE SUPPORT 10d AT 12" ON CENTER. 6.4 GLUED - LAMINATED TIMBER PER AJTC 117 -76. EACH MEMBER SHALL BEAR ARC QUALITY MARK. LUMBER SHALL CONFORM TO WI UB, "STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED DOUGLAS FIR." CAMBERS ARE SHOWN ON DRAVMNGS. ALL MEMBERS SHALL BE 24F V8 FOR CANTILEVERED OR CONTINUOUS BEAMS AND 24F V4 FOR SIMPLE SPAN BEAMS OR AS NOTED AND HAVE EXTERIOR GLUE. ALL MEMBERS SHALL BE INDUSTRIAL APPEARANCE OR AS NOTED ON DRAWINGS. (Fb (Fv = (Fc1= 2,400 PSI) 165 PSI) 1,800,000 PSI) 650 PSI) ALL MANUFACTURED LUMBER SHALL BE BY TRUS -JOIST AND HAVE THE FOLLOWING STRUCTURAL PROPERTIES: 2.0E AIRS Paralam PSI (Fb = 2,900 PSI) (Fv = 290 PSI) (E = 2,000,000 PSI) (Fc1= 750 PSI) 1.9E WS liscrolam LVL (Fb = 2,600 PSI) (Fv = 285 PSI) (E = 1,900.000 PSI) (Fc.L = 750 PSI) 1.5E WS Timberstand LSL (Fb = 2„250 PSI) (Fv = 400 PSI) (E = 1,500.000 PSI) (Fc.L= 750 PSI) 6-S TAR TRUSSES Jt PRE-EPNGINEERED ROOF TRUSSES SHALL BE DESIGNED FOR FULL LIVE LOADS PS SPECIFIED IN SECTION 1.3 PLUS 12 PSF DEAD LOAD. PLUS TRUSS SYSTEM INBGHT. ADO 2 PSF IN FIRE RATED CEJ NrG AREAS. PLUS CONCENTRATED LOADS WHERE INDICATED. 'TRUSS IFAC ti LASER TO PROVIDE ALL AND PERMANENT BRACING_ B. TRUSS TOP CHORDS SMALL BE DOUG -AR et MATERIAL A STRUCTURAL ENGINEER UCENSED M THE STATE OF IARSHINGTON MUST STAID TRUSS _ C. ROOF RAFTERS. INCLUDING BRIDGING. SPECIAL BLOCKING. ETC_. SHALL BE BY TRW-JOIST OR APPROVED EQUAL. D _ ROOF TRUSSES INCLUDING BRIDGING. SPECIAL BLOCKING. ETC SHALL BE BY A PRE MAMEACTURER AID CONSTRUCTED ACCORDING TO THE SPECIFICATIONS OF THE TRUSS PLATE INSITRRE • Mb TYPICAL SHEAR WALL NOTES Use 5/8" diameter by 10" Anchor Bolts (AB's) with single 2x plates spaced at 48"o.c., unless noted otherwise on the drawings. AB's shall have 7" of embedment into footing, shall be centered in the stud wail, and shah project through the bottom plate of the wall. Plate washers at each bolt shall be a minimum of 2 inches by 2 inches by 3116 inch thick. Place one within 6' from end of waN, with (2) minimum anchors per wall. AN waN sheathing shah be 112" CDX plywood, 5/8" T1 -11 siding, or 7/16" OSB with exterior exposure glue and span rated "SR 24/0" or better unless noted otherw in s hear w�sM schedule. AN free sheathing edges shall be blocked with 2x4 or 2x6 flat blocking except where noted on the drawings or below. AM nails shall be 8d or 10d common (6d common nails must be 0.131 inch diameter, Senco KC27 Nails are equivalent. If 10d common nails are called for the diameter must be 0.148 inches, Senco MD23 Nails are equivalent). Nail size and spacing at all sheathing edges shall be as required below or as in the drawings. Nail spacing shall be 12" on center for all field nailing except as noted. Holdowns are Simpson "Strong Tie" and shall be installed per the manufacture's recommendation. Equivalent holdowns by United Steel Products Company "Kant -Sag" that have ICBO approval can be substituted in place of Simpson holdowns. All double and triple studs shall be glued and nailed together with (2) rows 10d's at 6" on center each row for each layer. All 4x studs are to be 62 DF and aN 6x studs are to be 61 DF when used for holdowns and shear walls. SHEAR WALL SCHEDULE Q 5/8" GWB sheathing attached with 6d cooler or sheetrock screws at 4" on center edge and field. BLOCKING IS REQUIRED AT ALL PANEL EDGES. U Sheathing nailed with gds at 6" on center all edges. >, \ Sheathing nailed with 8d's at 4" on center all edges with 3x studs (or 4x or 6x studs) at abutting panel edges. A Sheathing nailed with 8d's at 3" on center all edges with 3x studs (or 4x or 6x studs) at abutting panel edges. HOLDOAII4 SCHEDULE Notre: See Foundation Plan for hoedown locations. LTT208 attaches to concrete foundation with a 3/4" diameter bolt with 10" minimum embedment into concrete. LTT2fJB attaches to double 2x studs or better with (10) 16d nails in waN above. MTT28B attaches to concrete foundation with a 3/4" cameter bolt with 14" minimum embedment into concrete. MTT289 attaches to double 2x studs or better with (24) 16d nails in wall above. ROOF DIAPHRAGM NAILING: Use 518' plywood nailed with Sd's at 6"o.c. at edges and 12'o.c. in the field, Unless Noted Otherwise. FLOOR DIAPHRAGM NAILING (MECH MEZZANINE): Use 'Y' T&G glued and nailed with 10d's at 6 "o.c. at edges and 12"o.c. in the field, Unless Noted Otherwise. �326T FIECE'•K rrr+ -� - '.cwa�► AUG 7 1 '1 EXPIRES 7/11 /45 a -;. U z Q 4 on c l .....Z -ot ao Ch Ch en • Ix iE „ ,_..tt V � Z E"I N a z w W 4 " rx en en F � 0 ex I- A Y A A X A v Z 111141.41111 M/15/43 M A Copyright (i)2003 by BASS Duarte Bryant. AII rights reserved. Al [FOUNDATION PLOW vas s r..d I 17 tttJ 2 V le NOM II/11/03 RECESS SLAB MAT A4/A330 TYP AT MASONRY VENEER 3' X 5' X 12' THICK CONC. FOOTING W I5'S • 12' O.C. EACH NAT L 3' -7 W __________________________________________________________________ t SIMP CN MTT26B SIM IND6L2XTOFDN 3' SCR X 12' THICK CONC. FOOTING W/ (3) 1115 EACH WAY 22 210' -0lir / Viip ... "Ir .1 Vir il , .��ivi-i-.44..i.Ar'4:-4.-...t... , nA ♦ 1 1 — 6'4 SIM USE 5/8' . AB'S • 10 G.C. AT TH15 WALL r -~ I C RECESS SLAB FOR WALKOFF MAT A4/A330 U' -4 117 5tF50N MT2813 DBL 2X TO FDN 108` -0 V2' PRO'VI AT 12' USE 5J8' « AB'5 • 32' O.C. AT TMS WALL Id-5 7/d' NOTES. USE 5/5' DIA. ANCHOR BOLTS (AB'S) 0 413' O.C., UNLESS NOTED OTHERNISE. USE (2) rim PER MALL. SEE 5EAR MALL NOTES FOR HOL1Th 4 ANCHOR BOLT EMBEDI1ENT REa1IR81134T5- • V' SLAB W 24 BAR .C. EACH WAY UNDER FILE R NI 4 -- 1 5'-4' it 33'-4 3/4 lb' WIDE THICKENED 21' -i V4• 24-4 V7 Y-0 3/ M 4' LONG. SLAB W FIBERMESH PER r FR (Et 1136 4 EW CENTERED IN SLAB OR 6X0 NIA X W1.4 144F CENTERED IN SLAB CE OVER 6 MIL VAPOR BARRIER AND 4' CRU51•LD GRAVEL. PROVIDE CRACK CONTROL /AND /CR CONSTRUCTION JOINTS . 20' O.C. MAX EAiGH WAY PER 4 BEARING WALLS 1 I 8 1/2' II I I � VERIFY ALL nee45+0145 FAITH Araa+ DRAWINGS PRIOR TO CONSTRUCTION. Illb J 1 I 1 7' -4 1,2' LL I RECESS SLAB FOR WALKOFF I MAT A4/A 1 1 1 TIP SIMPSON LTT2OB IN DBL2XTOFDN SIP.! MTT2MB IN DBL 2X TO FON SIMPSON LTT2OB IN Del. 2X TO FDN a 325 9 CITY Of TUKWILA APPOOVED DEC - 2 2003 Nuitu CO.RREC LT R= 16 4 jExP OM*. a ARCHITECTURE 724 Columbia Street NW Suite 400 Olympia, Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle, Washington 98104 T 206.340.1 552 F 206.340.0412 3474 *%444%4) www.bjssdb.com REGISTERED ARCHITECT D S HLTER STATE OF WASHINGTON 108 NO. 23032 DMWN BY CHECKED BY DATE 9 -25-03 REVISICINS CONSTRUCTION DOCUMENTS FOUNDATION PLAN �f • 1 /2" CDX OR Vie" OSB NAILED W/ ad's 0 6" O.C. AT EDGES ROOF SHEATHING PER PLAN PRE --MFR TRUSS w/ FLAT TOPCHORD 0 WALL a O ALTERNATE DETAIL FOR DETAIL 6/S3.1 BRICK VENEER Ci ANGLE TO CMU WALL CONN #2 DF 2x4 BLOCKING BEYOND 0 ALTERNATING TRUSS BAYS TO 2x6 BLOCKING 1" = 1'-0" EDGE NAIUNG SIMPPON H1 CUP 0 EVERY OTHER TRUSS FREE DRAINING GRANULAR 8A FILL PER SOILS REPORT I I i I i ' , I I I CI I I. 7I I i l !El !i - i I ! —I I —I I I I 1 I I l — I , 1 6" PERF. PIPE DRAIN TO W* LIGHT 2" CLR • 4 r • • a r-4. a McNICHOLS CO 1 "x /8" GW -2 STEEL GRATING OR EQUIVALENT ATTACH PER MFR L4X3X L4x3x 1 /'x0' -8" 92) 5 /8"0 A307 THRD ROD. EPDXY IN PLACE IN W"fx6" DEEP. CLEAN HOLE. CMU BLOCK WALL FULLY GROUTED #4 HOWL • 16" O.C. N 8" CMU #4 VERr's • 16" O.C. N 8 CMIu CENTERED N WALL I r� #2 DF 2x6 0 16" O.C. DOUBLE SOLE PLATE SIMPSON A35 CUP O 48 "0.C. #2 DF 2x6 BLOCKING O EVERY OTHER TRUSS BAY CO– ORDINATE w/ CUPS (2) # GENII 1/2" PLY OR 7 /t6�" OS8 ON SIDE OF BLOCKING PANEL – EDGE NAIL w/ 10d's 0 6" O.C. 2x4 BLOCKING PANEL BETWEEN EACH TRUSS NAIL 2x4 TO TRUSS w / ad's 0 "O.C. 12 OF 2x6 0 16" 0.C. 4" CONCRETE SLAB I CENTERED , w/ #4's • 24" O.C. [/W 14 SLAB CONCRETE FOOTING NO ' HIGH CONC. RETAINING WALL. �- - ry a CO 8" SLAB PER PLAN 1" = 1'-0• WALL BEHIND 1/4V 3 SIDES r = T; 2x STUDS • 16" O.C. PT 2x pLATE w "n A.B. s 0 48" O.C. U.N.O. (2) MIN PER WALL McNIc:HOLS CO. 11/2"x GIN -2 STEEL GRATING OR EQUIVALENT ATTACH PER IIFR IIM4N4 MINIMIZED COLAQN w/ 1 /4 CJIP PL/11E AT TOP N _ _ -- -X---X ° X---• X i ( �1C 4 � . Q 4 (2) #4's CONT. W/ 24" MIN. LAP SPLICE THICKENED SLAB ar WOOD STUD WALL Pill III insE 4 ELEVATION 1/4 ill ANGLE TO HSS COW/AN CONN 1r - 6" 4 TYP 1,1 HSS4x4 COLUMN t. -1 O" w/ (2) 3/4"0 A307 RODS. EPDXY IN CLEANED HOLE. PROVIDE 3" PROJECTION. EMBED 5" IAIN. THICKENED SLAB AT COLUMN LOCATION 1" MAX GROUT PAD AS REVD FOR LEVELING PLAN 4" CONIC. SLAB PER PLAN 5470 • EACH �eou 11 -24 - t1/2x5x0' -10' STEEL BASE PLATE FOR TS COL ADJACENT TO CMU WALL 1 1/2" = 1'-O L4x3oc / BE EN COLUMNS I3&/-3 BOTH SIDES NEAR TW OF COLUMN SLOT BOLT HOLE IN VERTICAL. DIRECTION WO 1307 1F•D ROD EPDXY IN 3 /42/2 " DEEP. CLEAN HOLE. BRICK VENEER PER POOH STUD WILL PER PIM (5) 115 CONT. w/ 32" LIIN LAP SPLICE • SAW CUT SLA BBIE ° DEEP & FILL /FLEX or "ZIP STRIP" CRACK CONTROL JOINT 1" = 1'-0' s CONTRUCTION JOINT 1• = 1'-0• BRICK LEDGER •SIM #5 CONT 3/4• = 1 r = Tyr 8" SLAB PER PLAN —x 4 • 1'--V' 8" _x— mo 4 4 4 -0" TYPICAL RETAINING WALL THICKENED SLAB O 4 4" CONC. SLAB 4 ---- X—' —X #50 " O.C. • J 1 4 1 eb 24" #4 DOWEL O 48" O.C. 24" �--- CONCRETE SLAB #5 VERT 0 16" O.C. CENTER IN WALL COMPACTED STRUCTURAL FILL PER SOILS REPORT #5 HORIZ 0 16" O.C. W/ 32" MIN LAP SPLICE ROUGHENED CONSTRUCTION JOINT AD0111011AL REBAR N SL/IB PER PLAIN ARM, UNYEILDING NATIVE SOIL OR STRUCTURAL FOIL PER SONS REPORT 4" SLAB PER PLAN PERF. FOOTING DRAIN SIDEWALK 0 SIM PER ARCH /CML z� a I a • #4's 0 32" O.C. SHEARWALL SHEATHING PER PLAN /a ". AB'. 0 48" o.c. UN LESS NOTED 1• =1 1 = TO 40 3 GRADE a TYPICAL PERIMETER FOOTING DETAIL @ WINDOWS & DOORS 1" = 1'-0 a VENEER PER ARCH r cu 1" MIN 2 16" TUDSS • PT 2x fiATE IN/ ". A.B. s • 48 O.C. U.N.O. (2) MIN PER 'WALL (2) Os CONT. 2C m& LAP 9M( II1- II11= 1 2' MR GAP ° - /,V J ' lir il t4 I CI I Ot " TYPICAL FOOTING w/ WAINSCOT #2 DF 2x6 0 16" O.C. PT 2x6 PLATE 4" CONC SLAB PER PLAN 1 Ii 1 I THICKENED SLAB WOOD STUD WALL (2) #4's CONT 0 TOP #4's 0 32" O.C. ALT BENDS RIGID INSULATION PER ARCH (2) #4's CONT w/ 24" MIN LAP SPLICE f ` FIRM. UNYIELDING NATIVE SOIL OR STRUCTURAL FILL PER SOILS REPORT #2 DF 2x6 0 16" O.C. PT 2x6 PLATE w/ 5 / AB's Q 48" O.C. CONCRETE SLAB PER PLAN #4 CONT. 0 TOP STEIN /ALL BEYOND SEE RIGID INSULATION PER ARCH NOTED OTHERWISE ( ADDITIONAL #4's CONT. w/24" MIN LAP SPUCE APPS DEC - 2 2C%3 ,rte NUitU 4 CONC. SLAB PER PLAN CC? L C f ON 1111311101 • • EXPIRES 7/11 /05 I X A 0 X A rI z CDS MDC F23366 52.1 4 • I 5" 6" 1 ' -6 .. 1 /2" CDX OR Vie" OSB NAILED W/ ad's 0 6" O.C. AT EDGES ROOF SHEATHING PER PLAN PRE --MFR TRUSS w/ FLAT TOPCHORD 0 WALL a O ALTERNATE DETAIL FOR DETAIL 6/S3.1 BRICK VENEER Ci ANGLE TO CMU WALL CONN #2 DF 2x4 BLOCKING BEYOND 0 ALTERNATING TRUSS BAYS TO 2x6 BLOCKING 1" = 1'-0" EDGE NAIUNG SIMPPON H1 CUP 0 EVERY OTHER TRUSS FREE DRAINING GRANULAR 8A FILL PER SOILS REPORT I I i I i ' , I I I CI I I. 7I I i l !El !i - i I ! —I I —I I I I 1 I I l — I , 1 6" PERF. PIPE DRAIN TO W* LIGHT 2" CLR • 4 r • • a r-4. a McNICHOLS CO 1 "x /8" GW -2 STEEL GRATING OR EQUIVALENT ATTACH PER MFR L4X3X L4x3x 1 /'x0' -8" 92) 5 /8"0 A307 THRD ROD. EPDXY IN PLACE IN W"fx6" DEEP. CLEAN HOLE. CMU BLOCK WALL FULLY GROUTED #4 HOWL • 16" O.C. N 8" CMU #4 VERr's • 16" O.C. N 8 CMIu CENTERED N WALL I r� #2 DF 2x6 0 16" O.C. DOUBLE SOLE PLATE SIMPSON A35 CUP O 48 "0.C. #2 DF 2x6 BLOCKING O EVERY OTHER TRUSS BAY CO– ORDINATE w/ CUPS (2) # GENII 1/2" PLY OR 7 /t6�" OS8 ON SIDE OF BLOCKING PANEL – EDGE NAIL w/ 10d's 0 6" O.C. 2x4 BLOCKING PANEL BETWEEN EACH TRUSS NAIL 2x4 TO TRUSS w / ad's 0 "O.C. 12 OF 2x6 0 16" 0.C. 4" CONCRETE SLAB I CENTERED , w/ #4's • 24" O.C. [/W 14 SLAB CONCRETE FOOTING NO ' HIGH CONC. RETAINING WALL. �- - ry a CO 8" SLAB PER PLAN 1" = 1'-0• WALL BEHIND 1/4V 3 SIDES r = T; 2x STUDS • 16" O.C. PT 2x pLATE w "n A.B. s 0 48" O.C. U.N.O. (2) MIN PER WALL McNIc:HOLS CO. 11/2"x GIN -2 STEEL GRATING OR EQUIVALENT ATTACH PER IIFR IIM4N4 MINIMIZED COLAQN w/ 1 /4 CJIP PL/11E AT TOP N _ _ -- -X---X ° X---• X i ( �1C 4 � . Q 4 (2) #4's CONT. W/ 24" MIN. LAP SPLICE THICKENED SLAB ar WOOD STUD WALL Pill III insE 4 ELEVATION 1/4 ill ANGLE TO HSS COW/AN CONN 1r - 6" 4 TYP 1,1 HSS4x4 COLUMN t. -1 O" w/ (2) 3/4"0 A307 RODS. EPDXY IN CLEANED HOLE. PROVIDE 3" PROJECTION. EMBED 5" IAIN. THICKENED SLAB AT COLUMN LOCATION 1" MAX GROUT PAD AS REVD FOR LEVELING PLAN 4" CONIC. SLAB PER PLAN 5470 • EACH �eou 11 -24 - t1/2x5x0' -10' STEEL BASE PLATE FOR TS COL ADJACENT TO CMU WALL 1 1/2" = 1'-O L4x3oc / BE EN COLUMNS I3&/-3 BOTH SIDES NEAR TW OF COLUMN SLOT BOLT HOLE IN VERTICAL. DIRECTION WO 1307 1F•D ROD EPDXY IN 3 /42/2 " DEEP. CLEAN HOLE. BRICK VENEER PER POOH STUD WILL PER PIM (5) 115 CONT. w/ 32" LIIN LAP SPLICE • SAW CUT SLA BBIE ° DEEP & FILL /FLEX or "ZIP STRIP" CRACK CONTROL JOINT 1" = 1'-0' s CONTRUCTION JOINT 1• = 1'-0• BRICK LEDGER •SIM #5 CONT 3/4• = 1 r = Tyr 8" SLAB PER PLAN —x 4 • 1'--V' 8" _x— mo 4 4 4 -0" TYPICAL RETAINING WALL THICKENED SLAB O 4 4" CONC. SLAB 4 ---- X—' —X #50 " O.C. • J 1 4 1 eb 24" #4 DOWEL O 48" O.C. 24" �--- CONCRETE SLAB #5 VERT 0 16" O.C. CENTER IN WALL COMPACTED STRUCTURAL FILL PER SOILS REPORT #5 HORIZ 0 16" O.C. W/ 32" MIN LAP SPLICE ROUGHENED CONSTRUCTION JOINT AD0111011AL REBAR N SL/IB PER PLAIN ARM, UNYEILDING NATIVE SOIL OR STRUCTURAL FOIL PER SONS REPORT 4" SLAB PER PLAN PERF. FOOTING DRAIN SIDEWALK 0 SIM PER ARCH /CML z� a I a • #4's 0 32" O.C. SHEARWALL SHEATHING PER PLAN /a ". AB'. 0 48" o.c. UN LESS NOTED 1• =1 1 = TO 40 3 GRADE a TYPICAL PERIMETER FOOTING DETAIL @ WINDOWS & DOORS 1" = 1'-0 a VENEER PER ARCH r cu 1" MIN 2 16" TUDSS • PT 2x fiATE IN/ ". A.B. s • 48 O.C. U.N.O. (2) MIN PER 'WALL (2) Os CONT. 2C m& LAP 9M( II1- II11= 1 2' MR GAP ° - /,V J ' lir il t4 I CI I Ot " TYPICAL FOOTING w/ WAINSCOT #2 DF 2x6 0 16" O.C. PT 2x6 PLATE 4" CONC SLAB PER PLAN 1 Ii 1 I THICKENED SLAB WOOD STUD WALL (2) #4's CONT 0 TOP #4's 0 32" O.C. ALT BENDS RIGID INSULATION PER ARCH (2) #4's CONT w/ 24" MIN LAP SPLICE f ` FIRM. UNYIELDING NATIVE SOIL OR STRUCTURAL FILL PER SOILS REPORT #2 DF 2x6 0 16" O.C. PT 2x6 PLATE w/ 5 / AB's Q 48" O.C. CONCRETE SLAB PER PLAN #4 CONT. 0 TOP STEIN /ALL BEYOND SEE RIGID INSULATION PER ARCH NOTED OTHERWISE ( ADDITIONAL #4's CONT. w/24" MIN LAP SPUCE APPS DEC - 2 2C%3 ,rte NUitU 4 CONC. SLAB PER PLAN CC? L C f ON 1111311101 • • EXPIRES 7/11 /05 I X A 0 X A rI z CDS MDC F23366 52.1 4 • I MP s s N a M w i V O a a somra 3 i 1:1 r 3 rql E 1.4 040 l!Pg stl t; St Ili L. 1.— — r -- r L L U. II ITT 2 Df 2xI2 RAFTERS W/ 2X6 TAIL r*--!- 1-- T-- r- r ur 6)02 _17,1R -i L 4— 4,k — — I: tta , 1 1 r e p ■ SIP tirz r a__ L I— _r ,II L L Jr,. I ,__ T __ r _�__ I 771 T U I I X6 ! TUKWILA SCHOOL DISTRICT TUKWILA SCHOOL DISTRICT N O h_§4 �rn PRE- ENGINEE'Ti ROOF TRl #24' O.C. _ T X6 TAI T - 1 T !24' O.C. WITH 2Xb TAILS x 0 L_J.��.l__L_JJL L_LL1J 1 PRE - ENGINEERED ROOF TRUSSES 55E5 5 2 kr N 2(71 $4 44 cf U OA 7/P )/ LJ : r §q0-1 • 3 � 30 1 FOR TUKWILA SCHOOLS T r 7 1 lot +1- : 6 RAFTERS I I I I I 1 I I I I 1 I � I ' - I 1 --- -i-i -- L1� 1 GIRDER TRUSS - 10'47= !_ GIRDER TRUSS _�_ `.� - - -- I r 7Y ADMINISTRATION OFFICE 2x6 RAFT 1 I — I I I � I I I I I \ N N -n OQ <c $ wi g KAo c71 I N N 2 N N r 3 3 • 1 " = 1 2x RAFTER PER PLAN SIMPSON LU210 — 1 TlMBERSTRAND VENTED SHEAR BLOCK BETWEEN JOISTS 0 DF 2x6 STUDS 0 16" O.C. SHEARWALL SHEATHING ---- -- NAIL PER PLAN AND NOTES JOIST TO WALL CONNECTION ROOF SHEATHING PER PLAN EDGE NAILING TIMBERSTRAND RIM JOIST SIMPSON A35 CUPS O 24" O.C. 16d TOENAILS O 12" O.C. EDGE NAIUNG DBL 2x6 TOP PLATES EDGE NAIUNG 2x6 STUDS 0 16" O.C. BALL SHEATHING PER PLAN E ROOF RAFTER TO WALL CONN 1 " = 1 ,- 0 ' 16d's TO MATCH SHEARWALL EDGE INAL SPOON& SOLE PLATE TO FLOOR FLOOR SHEATHING — SEE PLAN 1 CONCRETE TOPPING FLOOR JOISTS — SEE - RAN FOR SOX & SPACING 1 Qd SIRS EA SIDE OF JOIST 10 TOP RATES 2u511•!5•1Coz. r = r is Ig • IL 'S - u FLOOR JOIST TO WALL CONN ROOF SHEATHING PER PLAN BEVELED PLATE TJI JOIST PER PLAN SIMPSON H3 CUPS 0 EVERY JOIST TJI RAFTERS PER PLAN 2x STUDS O 16" 0.C. SHEARWIALL SHEATHING PER RAN • SIM PANEL EDGE WILING 2x FULL DEPTH e1o0aNc 16d wows • 12' 0.C. A35 Q. • 46 O.C. • SM ma EDGE HALM COB. DBL. TOP PLATE 91EATTIMAU. SWAMIS PER PLAN ROOF SHEATHING PER PLAN 1/2" CDX OR 7 /1." 058 NAILED W/ ad's 0 6" O.C. AT EDGES 1" = 1 SIMPSON A35 CUP 0 48" O.C. SIMPSON H3 CUP 0 48" O.C. PLACE BEFORE BLOCKING •2 DF 2x BLOCKING f2 DF 2x6 BLOCKING 0 EVERY OTHER TRUSS BAY COORDINATE WI CUPS 2 DF 2x4 BLOCKING BEYOND LOCATE IN ALTERNATING BAYS TO 2x6 BLOCKNG 1 " MAX CONCRETE . NOT 0 SIM SHEATHING PER PLAN. NOT 0 SIM FLOOR JOIST PER PLAN NOT 0 SIM 1" = 1 EDGE NAIUNG---N r = r4r 2x WALL STUDS EDGE NAILING #2 DF 2x4 BLOCKING BEYOND 0 ALTERNATING TRUSS BAYS TO 2x6 BLOCKING PRE —MFR TRUSS ' W/ HANGER PER MFR •2 DF 2x12 CONT. LEDGER W /(5) 16d's 0 EVERY STUD LOWER ROOF TO WALL CONNECTION NEN IW NNW TM ! '1 LOWER ROOF TO WALL CONNECTION JOIST TO WALL CONNECTION v 5 / a " ma PER PLAN 4x 0 SIM PRE—MFR TRUSS / PERM FR w/ SIMPSON A35 CUP O 48" O.C. SIMPSON H3 CUP • 48" O.C. PLACE BEFORE BLOCKING 02 DF 2x BLOCKING /2 DF 2x6 BLOCKING O EVERY OTHER TRUSS BAY CO— ORDINATE w/ CUPS 2 DF 2x6 • 16" O.C. NOTE: SEE ALTERNATE DETAIL ON S2.1 FOR TRUSS TO WALL CONN 1 /2" CDX OR 7 / 1 6" OSB NAILED W/ ad's 0 6' O.C. AT EDGES EDGE NAIUNG ROOF SHEATHING PER PLAN ad's 06' O.C. 16d TOENAILS 0 12" O.C. Del OP PLATE SHEARWALL SHEATHING PER PLAN 1" 1' r = r4r ad's • 6' O.C. 16d TOMAI . • 12' O.C. e PLATE SHEARWALL NAIL PER PLANS ROUGH DOOR OPENING �I I HEADER 2x TRIMMER NAIL TO KING STUD w/ 1Od's TO MATCH SHEAR WALL EDGE NAILING PATTERNS (TYPICAL) I J N.T.S. KING STUD COMMON STUDS SHEARWALL ELEVATION ROOF SHEATHING SEE PLAN FOR NAILING TJI ROOF JOISTS PER PLAN FULL DEPTH VENTED BLOCKING SIMSPON H3 CUP 0 EVERY JOIST BEVELED PLATE 2x6 BEARING WALL TJI ROOF FRAMING @ 2x6 BEARING WALL CONNECTION SHEARWALL NAL PER PLANS 2x TRIMMER NAIL TO KING STUD w /10d's TO MATCH SHEAR WALL EDGE NAILING PATTERNS (TYPICAL) I I Ii KING STUD AS REQUIRED BY SHEARWALL EDGE NAIUNG PATTERNS (TYP.) I it J WALL SHEATHING SHALL BE EDGE NAILED INTO KING STUD 1" = 1'-0r" 121:). Ti ROOF FRAMING TO GAB CO ON ROOF SHEATHING SEE PUN FOR HALM TJ ROOF JOISTS PER RAN FULL DEM VENTED BLOCKING SIDASPON N3 CUP • EVERY ,HOIST GLO —SEE PENN FOR SIZE WINDOW ROUGH OPENING CRIPPLE STUDS i h — CRIPPLE sun OPTIONAL HOLDOWN LOCATIONS I PRE — ENGINEERED ROOF TRUSSES SEE PLAN RIDGE IADABER (2) 16d's TYPICAL. PROMO( (1) 3' 0 --- -- NT HOLE • 4$ 0.C. eon' Ion ROOF SHEATH'S (2) Tee TOENAI S TYPICAIL ROOF SHEATHING SEE PLAN EDGE NAIL SEE PLAN 2x6 TOENAIL TO TRUSS W /(3) 16d's EACH END 2x BLOCKING EDGE NAILING SHEARWALL SHEATHING SEE PLAN TRUSS TO WALL CONNECTION OVERFRAMING NAIL SHEARWALL NAIL PER PLANS 2x D8L TOP PLATE LAP JOINTS Oft MIN. SILL PLATE HOLDOWN PER FLOOR PLAN 2x PLATE CONT. BETWEEN DOOR OPENINGS OR 16' MIN. P.T. SILL PLATE CONC. STEM WALL & FOOTING ANCHOR BOLTS SEE PLAN FOR SIZE AND SPACING 2s4 RUNNERS • 24' oz. PIAL .1 (2) AUKS 1ee's EA NEMER SIMPSON H1 CUP 0 EVERY TRUSS CONT. DOUBLE TOP PLATES SEE PLAN FOR SPLICE CONNECTIONS 12 DF 2x6 • 16" O.C. 2x6 O EDGES NAIL w /(3) 16d's EMERY FRAMING MEMBER SHEATHING RAFTERS / • 24' O.C. ROOF MINING cri or DEC, AtilloettO - 2 2653 AS NO TEL 2z4 wRI • 48 O.C. STAGGERED SCE _ AUG 2 1 c3 OPTIC* USE P— I R TRUSS OIIE SIMIf` • EXPIRES 7/t1/05 ti r c7 z o A EN- agl 4.) O E-4 E" A can 54. Pozi F 121 " WA 4tC 00 Ch Ch fel � d o r Itr m t :Li fee I C•11 a 0 CDS MEC N/15Ir3 AS-SHOWN MECHANICAL LEGEND SYMBOL DESCRIPTION ABBREV. DESCRIPTION CD WASTE OR SOIL (W) A AFF APPROX. ARCH AUTO AAV BDD B.O.D. BTU BTUH BLDG. C CAP CLG CO COMP CONN CONT. CFM CW DEG F, F' DIA, 0 DN DWG DB DL EA EFF ELEC. EER EOL EXH EXIST FSD FPM FLEX FL FCO FLA FPI G GAL GALV. GWB HP HW INTEGR. IN I.E. KW LAT LDB MFR. MAX MBH MECH. MIN MCA MUA NO NC NO. NTS OBD OA PH PD R RLA REF REQ'D D RA RPM RM. S SCO S.0_ TEMP TD TG TYP U.C. U.G. UNO VTR V W WCO WA WB W/ ZD ./ r COMPRESSED AIR ABOVE FINISHED FLOOR APPROXIMATELY ARCHITECTURAL AUTOMATIC AUTOMATIC AIR VENT BACK DRAFT DAMPER BOTTOM OF DUCT BRITISH THERMAL UNIT BRITISH THERMAL UNIT /HOUR BUILDING CONDENSATE CAPACITY CEILING CLEANOUT COMPRESSOR CONNECTION CONTINUE. CONTINUATION CUBIC FEET PER MINUTE COLD WATER DEGREE FAHRENHEIT DIAMETER DOWN DRAWING DRY BULB DOOR LOUVER EACH EFFICIENCY ELECTRICAL, ELECTRIC ENERGY EFFICIENCY RATIO END OF LINING EXHAUST EXISTING FIRE /SMOKE DAMPER FEET PER MINUTE FLEXIBLE FLOOR FLOOR CLEAN OUT FULL LOAD AMPS FINS PER INCH GAS GALLON GALVANIZED GYPSUM WALL BOARD HORSE POWER HOT WATER INTEGRAL INCH INVERT ELEVATION KILOWATT LEAVING AIR TEMPERATURE LEAVING DRY BULB MANUFACTURER MAXIMUM THOUSAND BTUH MECHANICAL MINIMUM MINIMUM CIRCUIT AMPS MAKE UP AIR NORMALLY OPEN NORMALLY CLOSED NUMBER NOT TO SCALE OPPOSED BLADE DAMPER OUTSIDE AIR PHASE PRESSURE DROP RETURN RATED LOAD AMPS REFERENCE REQUIRED RETURN AIR REVOLUTIONS PER MINUTE ROOM SUPPLY SUPPLY AIR SURFACE CLEANOUT SCREENED OPENING TEMPERATURE TRANSFER DUCT TRANSFER GRILLE TYPICAL UNDERCUT DOOR UNDER GROUND UNLESS NOTED OTHERWISE VENT THROUGH ROOF VOLTS, VOLTAGE, VENT W W A ALL CLEAN OUT WATT WET BULB WI TH ZONE DAMPER CRG ` VENT (V) 1/2"x1/2"x1/2" CUBE CORE COLD WATER (CW) CEILING EXH. GRILLE KRUEGER SERIES EGC -5 HOT WATER (HW) WSG WALL SUPPLY GRILLE HOT WATER CIRCULATING (HWC) - -- -`- WSR NON - POTABLE WATER - NPW DOUBLE DEFLECTION, HORIZ. FACE BARS, VERT. REAR BARS 3/4 "O.C. FIRE LINE F KRUEGER SERIES S580H NATURAL GAS G WALL RETURN GRILLE GATE TYPE EXCEPT WHERE INDICATED TO BE ISOLATION VALVE A DIFFERENT TYPE - SEE DETAILS & SPEC'S HORIZ. FACE BARS 3/4" O.C., 35' DEFLECTION WER GLOBE >CI C1 BALL VALVE TRANSFER _ GRILLE KRUEGER SERIES EGC -5 ANGLE VALVE 41 WALL LOUVER COMBINATION SHUT -OFF & BALANCING VALVE NI WRR CHECK VALVE --�' 1 1. BUTTERFLY VALVE -- - - a j CLEANOUT FLOOR DRAIN (TOP) -- GREENHECK SP 0290 UNION I I RELIEF VALVE OR SAFETY VALVE gcl I CONCENTRIC REDUCER {� DIRECT HOSE BIBB � P.D.I.'A' WATER HAMMER ARRESTOR (P.D.I. SIZE AS SHOWN) .. CEILING CABINET DUCT (FIRST FIGURE, SIDE SHOWN) 270 7 20 1050 - 81 W 115/1 LINED DUCT (DIM. FOR NET FREE AREA EOL= END L* = 2" OF LINING THICK LINING WALL SWITCH 20/12L - RISE (R) OR DROP (D) ARROW IN DIRECTION OF FLOW • I ° ) I [>< DUCT SECTION (SUPPLY) hJ DUCT SECTION (EXHAUST OR RETURN) Q 0 ROUND DUCT, DIAMETER VOLUME DAMPER (MANUAL) MOTORIZED DAMPER FLEXIBLE CONNECTION i BACK DRAFT DAMPER (BDD) i i :i FIRE DAMPER I rte, COMBINATION ARE/SMOKE DAMPER Cr FLEXIBLE DUCT _. ELBOW WITH TURNING VANES SIZ1,SYmBOL CEILING OUTLET (WHERE 2 CFM'S SHOWN, LARGER = HIGH SPEED CFM SMALLER = LOW SPEED CFM) V SIZE,sYMecx CEILING INLET � i U LSG -5" -5' LINEAR SLOT GRILLE, FIRST NO. IS NOMINAL DUCT WIDTH, SECOND NO. IS LENGTH CF. ` n U LSD- 1 " -2 -4' LINEAR SLOT DIFFUSER, FIRST NO. IS SLOT WIDTH, SECOND NO. IS NO_ OF SLOTS, THIRD NO. IS LENGTH CM I SA SIZE,SYY60L WALL OUTLET OR INLET) T ( ) cn O QOA G-- WITH GUARD ,�, THERMOSTAT A= AVERAGED WITH OTHER 0 L.4. ZONE DAMPER, 8" DIAMETER 0S SWITCH 0 TIME CLOCK BYPASS IT INTERVAL TIMER DETAIL IDENTIFICATION NUMBER SHEET ON WHICH DETAIL IS SHOWN ,,. A SECTION IDENTIFICATION LETTER SHEET ON WHICH SECTION IS SHOWN P0302 M3 AIR INLET & OUTLET SCHEDULE SYMBOL TYPE MANUFACTURER AND SERIES NUMBER REMARKS CD CEILING DIFFUSER KRUEGER SERIES SH LOUVER FACE, SQUARE NECK W/ STRAIGHTENING GRID CRG CEILING RETURN GRILLE KRUEGER SERIES EGC -5 1/2"x1/2"x1/2" CUBE CORE CEG CEILING EXH. GRILLE KRUEGER SERIES EGC -5 1/2"x1/2"x1/2" CUBE CORE WSG WALL SUPPLY GRILLE KRUEGER SERIES 5880H DOUBLE DEFLECTION, HORIZ. FACE BARS, VERT. REAR BARS 3 /4 "O.C. WSR WALL SUPPLY REGISTER KRUEGER SERIES 5880H DOUBLE DEFLECTION, HORIZ. FACE BARS, VERT. REAR BARS 3/4 "O.C. WRG WALL RETURN GRILLE KRUEGER SERIES S580H HORIZ. FACE BARS 3/4" 0.C., 35' DEFLECTION WEG WALL RETURN GRILLE KRUEGER SERIES S580H HORIZ. FACE BARS 3/4" O.C., 35' DEFLECTION WER WALL EXHAUST REGISTER KRUEGER SERIES S580H HORIZ. FACE BARS 3/4" O.C., 35' DEFLECTION, W/ OBD TG TRANSFER _ GRILLE KRUEGER SERIES EGC -5 1/2"x1/2"x1/2" CUBE CORE WL WALL LOUVER RUSKIN ELF6375DX 6 "DEEP, DRAINABLE, EXTRUDED ALUMINUM CONSTRUCTION, FIXED BLADE WRR WALL RETURN REGISTER KRUEGER SERIES S580H HORIZONTAL FACE BARS 3/4" O.C., 35' DEFLECTION, W/ OBD NOTES: SHALL HAVE NO. & DIRECTION OF THROWS AS INDICATED = 3 WAY THROW) HAVE FACTORY FINISH, COLOR AS SELECTED BY USED IN AIR TERMINAL CALL -OUTS ON DRAWINGS. FOR CEILING TYPES, PROVIDE AIR TERMINALS TO MATCH IN. SIZE SHALL MATCH CONNECTING DUCT SIZE SHOWN ON IN GWB CEILING. 1. CEILING DIFFUSERS (CD) ON PLANS. (E.G. CD -3 2. ALL AIR TERMINALS SHALL ARCHITECT. 3. SEE LEGEND FOR TERMINOLOGY 4. SEE ARCH. FINISH SCHEDULE CEILING CONSTRUCTION INSTALLED 5. PROVIDE RV! & RVR THROAT PLANS 6. PROVIDE OBD IN CD'S LOCATED EXHAUST FAN SCHEDULE SYMBOL SPECIFIED MANUFACTURER AND SERIES NO. TYPE AREA SERVED CFM ESP RPM WHEEL DIA ELECTRICAL DRIVE CO ROL NT REMARKS POWER V /PH EF -1 GREENHECK CSP -A1050 INLINE CABINET WOMEN 104, MEN 105, TABLE /CHAIR STORAGE 106, JAN;TOR /SUPPLY 108 750 .625 1 080 -- 455 W 115/1 DIRECT TIME CLOCK - EF- 2 GREENHECK SP -B70 CEILING CABINET AV STORAGE 131 50 .25 675 - 45 W 115/1 DIRECT 0 EF -3 GREENHECK SP -0290 INLINE CABINET MDF ROOM 117 ELECTRICAL ROOM 118 250 .25 1050 -- 81 W � 115/1 DIRECT 1 1/2 » - EF -4 -- GREENHECK SP 0290 CEILING CABINET WORK /COPY MAILROOM 115 250 .25 1 1050 - 81 W 115/1 DIRECT WALL SWITCH FLOOR DRAIN EF -5 GREENHECK SP -A290 CEILING CABINET LUNCHROOM 116 270 .25 1050 - 81 W 115/1 DIRECT WALL SWITCH NOTES: 1 . PROVIDE ALL DIRECT DRIVE FANS W/ SPEED CONTROL. 2. PROVIDE ALL FANS WITH BACKDRAFT DAMPERS PLUMBING FIXTURE SCHEDULE SYMBOL DESCRIPTION W V CW HW REMARKS SEE SPECS FOR ADDITIONAL INFORMATION P -1 A WATER CLOSET 4" 2" 1" 1" WALL MOUNT ADA ACCESSIBLE P -18 WATER CLOSET 4" 2" 1" 1" WALL MOUNT P- 2A URINAL 2 -1/2" 3/4" - WALL MOUNT ADA ACCESSIBLE P -3A LAVATORY -1/2"1-1/2 1 /2" 1 /2" COUNTER MOUNT t ADA ACCESSIBLE P -4A HOT WATER DISPENSER - -- I •- 1/2" P- 5A SINK 2 2 1 /2" 1 / "' 2 DOUBLE COMPARTMENT STAINLESS STEEL P -7A REFRIGERATOR BOX -- -- 1 1/2 » - P -10A EXTERIOR HOSE BIB: _ 3/ 4 " P -108 INTERIOR HOSE BIBB _ 13/4" - 1 CORNER TYPE W/ RIM GUARD P -11 A FLOOR DRAIN SIZES AS NOTED ON PLANS W TRAP PRIMER i P-118 FUNNEL DRAIN SIZES AS NOTED ON PLANS ry ' TRAP PRIMER WATER HEATER SCHEDULE SYMBOL SPECIFIED MFR. AND SERIES NO. TYPE AREA SERVED INPUT RATING 6000 WATTS STORAGE (GAL) 30 DOMESTIC HW ELECTRICAL REMARKS GPH 35 � EWT 50 LWT 120 FLA 16.7 VOLTS/PH 208/3 WH -t A.O. SMITH DSE -30 TANK TYPE ELECTRIC REST ROOMS M H G IC B Copyright 02003 by BJSS Duarte Bryant. All rights reserved. 1 VERIFY LOCATION OF PLUMBING FIXTURES WITH ARCH. DRAWINGS 'BEFORE BEGINNING WORK. ARCH. DWGS. GOVERN. 2, PLUMBING FIXTURE HEIGHTS SHALL BE AS SHOWN ON ARCH. DRAWINGS. 3. ALL FLOOR DRAINS, FUNNEL DRAINS, AND FLOOR RECEPTORS SHALL HAVE TRAP PRIMERS, SEE DETAIL 1 SHEET M302. 4. NO FLEX DUCT SHALL BE USED IN CORRIDOR CEILING SPACES. 5, ALL DUCT /WALL PENETRATIONS SHALL BE PROVIDED WITH CLOSURE COLLARS AND BE TIGHTLY SEALED TO PREVENT THE TRANSMISSION OF NOISE 6, FOR EXTERIOR CLEANOUTS, SEE DETAIL 3 SHEET M302. 7, CONTRACTOR SHALL CAREFULLY COORDINATE WORK W/ ALL OTHER TRADES, ESPECIALLY IN CEILING SPACES WHERE SPACE IS TIGHT. SHEET METAL CONTRACTOR SHALL HAVE PRIORITY OVER OTHER MECHANICAL TRADES IN CEILING SPACE WHERE CONFLICTS OCCUR. 8. ALL PIPING & DUCTWORK SHOWN IS SCHEMATIC, CONTRACTOR SHALL PROVIDE ALL OFFSETS /ELBOWS AS REQ'D TO ALLOW ROUTING AROUND STRUCTURE, ELECTRICAL, & OTHER INTERFERENCES. 9, FLEXIBLE DUCT LENGTH SHALL NOT EXCEED 8 FEET, AND MAY ONLY BE USED WHERE SPECIFICALLY SHOWN ON THE PLANS. 10 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE & SELECT FINAL LOCATIONS OF ALL AIR INLETS /OUTLETS. SHIFT AIR INLETS/ OUTLETS FROM LOCATIONS SHOWN AS REQ'D TO AVOID CONFLICTS W/ STRUCTURE, LIGHTS, & OTHER ITEMS. SUCH SHIFTS SHALL MAINTAIN SYMMETRY OF AIR TERMINALS & SHALL HAVE PRIOR APPROVAL OF ARCHITECT /ENGINEER. 11. VARIOUS CEILING AIR INLETS CONN'S REQUIRE SIDE INLET PLENUM, SEE DETAIL 1 SHEET M4.3. PROVIDE WHERE REQ'D DUE TO SPACE LIMITATIONS TO PREVENT KINKS IN FLEX. DUCT AND ALLOW PROPER CONN. 12. FOR HVAC EQUIP. SUPPORTS, SEE DETAIL 2, SHEET M402. I 2 3 w MECHANICAL GENERAL NOTES I 4 13. PROVIDE MANUAL VOLUME DAMPERS IN ALL BRANCH DUCTS AND SPLITS IN MAIN DUCTS AND WHERE REQ'D BY BALANCERS; ONLY SOME OF THE REQ'D DAMPERS ARE SHOWN ON THE PLANS. 14, UNSIZED DUCTS SHALL MATCH THE SIZE OF THE LARGEST ADJACENT DUCT THAT IS SIZED. WHERE THE ADJACENT DUCT SIZE IS NOT SHOWN, PROVIDE THE FOLLOWING SIZED DUCTS (OR EQUIVALENT RECTANGULAR). CFM DUCTS TO AIR OTHER INLETS /OUTLETS DUCT 0 101 151 251 401 501 701 901 1201 1501 2001 - 100 - 150 -- 250 - 400 - 500 - 700 - 900 - 1200 - 1500 - 2000 - 2400 6" 0 8" 0 10" 0 12" 0 14" 0 16" 0 18" 0 20" 0 6" 0 8" 0 8" 0 10" 0 12" 0 12" 0 14" 0 16" 0 18" 0 20" 0 22" 0 15. VERIFY LOCATIONS OF ITEMS INSTALLED IN CEILINGS WITH ARCHITECTURAL REFLECTED CEILING PLANS PRIOR TO BEGINNING WORK. NOTIFY ARCHITECT OF DISCREPANCIES 16. MECHANICAL EQUIPMENT 1/2 HP AND LESS SHALL HAVE ANY REQUIRED STARTER /CONTROL RELAY PROVIDED BY SECTION 15900 (EXCEPT WHERE SPECIFICALLY SHOWN OR SPECIFIED OTHERWISE). 17. UNSIZED PLUMBING PIPING SHALL MATCH THE SIZE OF THE LARGEST ADJACENT CONNECTING PIPE SIZE SHOWN, WHERE THE ADJACENT PIPE IS NOT SHOWN (OR NOT CLEAR), THE PIPE SIZE SHALL BE BASED ON THE GPM FLOWING IN THE PIPE (USE TOTAL OF COILS SERVED FOR HYDRONIC SYSTEM, USE FIXTURE UNITS AND CORRESPONDING GPM PER THE UPC FOR DOMESTIC WATER SYSTEMS, USE WASTE FIXTURE UNITS & UPC TABLES FOR WASTE /VENT SYSTEM), AND A VELOCITY NO GREATER THAN 4 FEET PER SECOND. USE UPC CURVES FOR GPM /VELOCITY FOR APPROPRIATE PIPING MATERIAL INVOLVED. i A. C. ENERGY CODE REQUIREMENTS: THERMOSTAT /TIME CLOCK CONTROL SHALL BE PROVIDED BY DDC CONTROL SYSTEM. SYSTEM SHALL PROVIDE 365 DAY CONTROL OF ALL EQUIPMENT (SEE SPEC SECTION 15900). B. ALL AHU'S SHALL HAVE 100% OA CAPABLE ECONOMIZERS. CONTROLS SHALL EVALUATE OA TEMP TO ALLOW FOR ECONOMIZER OPERATION. (SEE SPEC SECTION 15900). DUCTWORK SHALL BE SEALED IN ACCORDANCE W/ CODE, & PER SPECIFICATION REQUIREMENTS (SEE SPEC SECTION 15840). D. DUCT INSULATION R -VALUE SHALL BE IN ACCORDANCE W/ CODE, & PER SPECIFICATION REQUIREMENTS (SEE SPEC SECTION 15250). E PIPE INSULATION R -VALUE SHALL BE IN ACCORDANCE W/ CODE, & PER SPECIFICATION REQUIREMENTS (SEE SPEC SECTION 15250). F MOTORS 1 HP & LARGER SHALL BE ENERGY EFFICIENT TYPE, IN ACCORDANCE W/ CODE. 1 0 I I 12 13 14 IS " t • R te , + Huurz • BHU.Cioss consults* cRsiwccrs. rwc. 2460 •a•trw 3'.t Street. Swat. 200 T'St.owe. IPA 90407 - (2S3) 303 rips (2530.3 - glonemalehre tern NOW/Iris - R rlisullrr 113-131 I I' ARCHITECTURE www.bissc.com 724 Columbia Street NW Suite 400 Olympia, Washington 96501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle, Washington 96104 T 206.340.1 552 F 206.340.0412 I t a -14-04 JOB MD_ 23032 t *tAwN BY true® BY WCP LB DATE 8-21-03 R e v .. AUG . 12.- 3 AGENCY SUBMITTAL SET MECHANICAL LEGENDS, NOTES, a SHEDULES • I V r I M L K J H G F E D i B A Copyright 02003 by BJSS Duarte Bryant, All rights reserved. SYMBOL AHU —1 AC-1 AHU— 2 AC-2 AHU — 3 AC-3 AHU-4 4 U SPECIFIED MANUFACTURER AND SERIES NUMBER ***** COOLING CAPACITY IS ARI RATING: AT 80' F DB; 6T F WB INDOOR COIL EAT AND 95 F OUTDOOR COIL EAT. ** HEATING CAPACITY IS ARI HI—TEMP RATING: AT 70* F DB INDOOR EAT AND 4T F DB; 43' F WB OUTDOOR COIL EAT. 2 3 4 AREA SERVED TRANE TUX120C MULTI—OFFICE 109, AC-1A-- TR ANE 2 TTB006A1000A, AC-18 TRANE TXC060C5HPC OFFICES 110-113 TRANE TUX120C CONFERENCE 100, AC-2A=TRANE 2TTB006A1000A, AC— 26= TRANE TXC060C5HPC LOBBY 101, RECEPTION 102 TRANE TUX120C EXECUTIVE ASSISTANT 121, AC— 3A= TR ANE 2 TTB006A1000A, AC-38= TRANE TXC060C5HPC OFFICES 125-130 WORKROOM 115, TRANE TUX120C AC— 4A. TRANE 2 TTB006A1000A, AC-4B= TRANE TXC060C5HPC BREAKROOM 116, OFFICES 122-124 HEATING CAP ** OUTPUT MBH AFUIE 112,000 112,000 112,000 112,000 92% 92% 92% 92% 6 CFM 1870 1870 1870 1870 *** ON PLANS "A" DESIGNATES INDOOR UNIT, "B" DESIGNATES OUTDOOR UNIT (e.g. AC-1B IS AHU-11 OUTDOOR UNIT). SUPPLY FAN ESP 0.8" 0.8" 0.8" 0.8" **** PRELIMINARY ONLY — SIZING & ACCUMULATOR SELECTION BY UNIT SUPPLIER — SEE SECTION 15810 GAS FURNACE/COOLING UNIT SCHEDULE FURNACE MIN. OA 7 COMB. FAN QTY EINE Al HP VOLT PH TOTAL MBH 1 1 1 1 ELECTRICAL COOLING CAP. 1.0 3/4 115/1 1.0 3/4 115/1 1.0 3/4 115/1 1.0 3/4 115/1 57.5 57.5 57.5 57.5 • EFF. 9.15 EER 9.15 EER 9.15 EER 9.15 EER INDOOR COIL *** TYPE CASED HORIZ CASED HORIZ CASED HORIZ CASED HORIZ ***** SUPPLIER SHALL VERIFY SERIES/MODEL NUMBERS REQUIRED TO PROVIDE CAPACITY & EFFICIENCIES SCHEDULED AND SPECIFIED AIR CONDITIONING P.D. 10 0.36" 0.38" 0.36" 0.39" COMPRESSOR COND. FAN ELECTRICAL QTY 1 1 1 1 OUTDOOR COMP/COND *" RLA(EA) 26.3 26.3 26.3 26.3 QTY HP 1/4 1/4 1/4 1/4 MCA VOLT/PH 35 35 35 35 208/1 208/1 208/1 208/1 REFRIGERANT **** PIPE SIZING RG — 1/8" — 1/8" /8" /8" RL INDOOR OUTDOOR 3/8" 3/8" 3/8" 3/8" .114111111■111111111■111W WEIGHT 225 230 225 230 225 230 225 230 42. 5 - wei REMARKS HORIZONTAL FURNACE W/ CONCENTRIC VENT HORIZONTAL FURNACE W/ CONCENTRIC VENT HORIZONTAL FURNACE W/ CONCENTRIC VENT HORIZONTAL FURNACE W/ CONCENTRIC VENT Huurz BHUf-CR095 corssallealg calieweers. vac. 240 P•ertr• 31 sit Sweet_ Soak, 200 l'ecorria. IP^ leap? (2S3) 3 3257 (253).1113-321110 sonerviekootaiona cow Pratilleibess ft& Alb WO) V ARCHITECTURE www.bjssdb.com 724 Columbia Street NW Suite 400 Olympia, Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle, Washington 98104 T 206.340.1552 F 206.340.0412 MIIIMINIIIIIMIN11111111111111111111111111111111111111■1 Ippon 6-14-04 KA MD., 23032 DRAWN BY OWED BY WCP LB 1 ?: wit .01.- ,EPO lEPt AGENCY SUBMITTAL SET MECHANICAL SCHEDULES - • ^•••••• • • a C Copyright 02003 by BJSS Duarte Bryant. All rights reserved. M201 ;AO s 1 I FOUD4TON PLAN 2 3 4 r -- -- S 6 - -- - ---- ---- ----• - ..a r i — 7 r 1 I I 1 1 I L L _ _ _ 1 - • 7 s 4 "W, IE= 262.67', VERIFY LOCATION & CONNECT TO SITE PIPING. SEE CIVIL PLANS FOR CONTINUATION DROP WASTE DN TO MEET OUTSIDE IE REQUIRED 4 "W 4"W UP 2"V UP 2"W UP 4"W UP 2 "V UP • i s 1.� I I I I I II V t_ NATURAL GAS SERVICE BY PSE ENERGY INDICATES SPACE FOR GAS METER ABOVE 10 1 -1 /2 "CW SERVICE, MIN. 3'-O" BELOW FINISHED GRADE. VERIFY LOCATION & CONNECT TO SITE PIPING. SEE CIVIL PLANS FOR CONTINUATION. II i 12 13 r t GENERAL NOTES 1. SEE STRUCTURAL DRAWINGS FOR LOCATIONS/ VARIATIONS OF FOUNDATION COMPONENTS SHOWN ON THIS DRAWING. 2. RUN ALL WASTE PIPING 0 2% SLOPE 3. FIXTURES SHOWN ARE ON FLOOR ABOVE. SEE PLUMBING PLAN FOR LOCATION AND TYPE. 4. VERIFY ALL FINISHED FLOOR & FINISHED GRADE ELEVATIONS NOTED WITH ARCHITECTURAL & CIVIL PLANS. KEYED NOTES: 1� 1 /2 "CW TRAP PRIMER LINE TO FLOOR DRAIN /FLOOR RECEPTOR. 0 1 -1 /2 "CW MAIN UP. 14 i IS coas.Il.w* cw*rwccrs. 2407 Wa t% 31st Street_ Swore 200 voce •s_ sru IMMO - (2S3) .3d3— 32S7 Wow (2531363 -121113 - cam 1raror.1lNIIVrfws ,1116 '-- 16 tat ARCHITECTURE www.bissd.tom 724 Columbia Street NW Suite 400 Olympia„ Washington 98501 T 360.943.4650 F 360.357.9022 106 First Avenue South Suite 200 Seattle, Washington 98104 T 206340. 552 F 206.340.0412 f Cows b -14 -04 1 jc* 23032 DRAWN BY CHECKED BY WCP lB DATE 8-21-03 itEvesacwis aLVE7 -1-ti _ -r .rte: AUG 2 1 Y13 AGENCY SUBMITTAL SET PLUMBING FOUNDATION PLAN I • M L K J H G E D C B Copyright 02003 b BASS Duarte Bryant. All rights reserved. P -1OA - - ---- I I I BV5. /OPER .. MANAGER I 1271 1 c f; •7 • -T L. __ • BUDGET MANAGER II : '3/ " C W MMMIIIMMMIMP_ _ I I25 j - SUPERINTENDNT 1241 0 ; –10A FLOOR PLAN EXECUTIVE ASSISTANTS 3 /4 "C PURGN. /OPER. ASSISTANT PAYROLL 2 [ 126 I126 PERSONEL MANAGER 123 I 1 120 j ` - ! L_ _ I- IALLWAY 11291 3 OFFICE 11221 - -- FI LE ROOM \ 1 i L SMALL CONFERENCE ROOM i' FILE ROOM i ii I ; 1 ELEC. r oom . MDF i ROOM ,.1 HALLWAY 11031 4 WAITING/LOBBY 1 101 I-1ALLWAY 114 BREAK/LUNC.I ROOM WORK/COPY 2 "V MAIL ROM 3 "V r 115 I [ 1161 I 1 1 "CW ®P– 7A S P -10A P– 4A P – SA 1 "CW F RUN LINES CONCEALED ACROSS HALLWAY ■ww ■ww IMMOM.ww..M.. wow • LARGE CONFERENCE 6 ADMINISTRATIVE ASSISTANTS 1 "CW, 3 /4 "HW, 3 "V • • FOR PLUMBING WORK ABOVE THIS AREA, SEE "MEZZANINE PLUMBING PLAN" THIS SHEET. FOR PLUMBING PLAN BELOW MEZZANINE, SEE "ENLARGED PLUMBING PLAN ", THIS SHEET. [ noI OFFICE 3 /4 "CW /2" GAS 'G – 1- 1 /2 "CW DN C�' I i J \_ 1-1/2 » GAS 7 ESI15 DIRECTOR 1 111 I VAECHANIC CCESS DO NOT BLOCK_ I 1 1 131 MULTI - PURPOSE OFFICE SPACE P -1OA GAS METER & REGULATOR BY PSE. 480 CFH CAPACITY 0 7" W.C. CONTACT PILCHUCK MECHANICAL el (206) 418– 4234 FOR GAS SERVICE & SITE COORDINATION SEISMIC SHUT –OFF p S 9 G1O 1 /4 = 1 -0 MEZZANINE PLUMBING PLAN PLUMBING 2 "V 1 " ' I 1 !1 � 3 /4 "CW 2 "W DN 2 "V UP 2 " UP I r--0• PLureiNG 3 /4 "HW DN 2 "V DN I— AhU) – 3 C P -11B I P -108 P -11A Nib GAS MECHANICAL LOFT 2 "W DN J 2 "V UP A10 ENLARGED PLUMBING PLAN T 1 "GAS –1 /2" GAS / ! P -1 A WCO TRAP PRIMER ACCESS PANEL WATER HAMMER _ARRESTOR. 3 /4 "HW 3 "V 1 "CW 3 "V DN 3/4" OVERFLOW DRAIN I_1 -1/2" DN TO r L. 1 PLUMBING CHASE WH - SEE 3/4" OVERFLOW DRAIN NORTH GAS SHUT –OFF VALVE, LOCATE NEAR ACCESS HATCH MECHANICAL ACCESS, DO NOT BLOCK 3 "V UP 2'V 2'V 2'V I 4 I . ""VATER HAMMER ARRESTOR W /VALVE d4:!>4- 2!!!5;'!!;1 I2 13 GENERAL NOTES 1. FOR PIPING SIZES TO INDIVIDUAL PLUMBING FIXTURES SEE "PLUMBING FIXTURE SCHEDULE ", SHEET M101 2. PROVIDE WALL CLEANOUT BENEATH FIXTURES FOR ALL SINKS AND LAVATORIES. 3. ALL ISOLATION VALVES SHALL BE ACCESSIBLE. PLUMBING CONTRACTOR SHALL COORDINATE WITH OTHER TRADES TO INSURE VALVE IS ACCESSIBLE. KEYED N OTES: 1 /2 "CW DOWN TO TRAP PRIMER WITH ACCESS DOOR. (3.-) MAIN CW RISER WITH SHUT –OFF IN RISE. SEE DETAIL Cl 3/M302. --1 /2 "CW UP TO MEZZANINE. 1"HW UP TO MEZZANINE. RUN PIPING IN JOIST SPACE BETWEEN RESTROOM CEILING & MEZZANINE FLOOR. DO NOT RUN ON WALKWAY AREA OF MECHANICAL MEZZANINE ABOVE. 10 RUN GAS LINE AS HIGH AS POSSIBLE. DO NOT BLOCK EQUIPMENT ACCESS OR OBSTRUCT WALKWAY, 0 3/4" CONDENSATE OVERFLOW DRAIN. RUN DOWN CONCEALED IN WALL. TERMINATE WITH TURNED DOWN ELBOW 0 6" ABOVE FINISHED GRADE. PAINT TO MATCH SIDING COLOR. 0 PROVIDE CONNECTION FOR DISHWASHER, 1 /2" HW, AND AIR GAP FITTING FROM ADJACENT SINK. 0 1 /2 "CW DN TO REFRIGERATOR ICE MAKER. COORDINATE FINAL LOCATION WITH OWNER FURNISHED EQUIPMENT, PROVIDE WALL BOX WITH STOP VALVES. 14 IS Huixz BHU4.-CROE6 coulseltuag rgi *logircrs. logic • N 240 0 4O t% 31st Smoot. Supt. 200 'xocO••►a wa 104107 - (253 383 -3257 rip (11313113-32113 qpiperseilotir.b.cweb I li ARCHITECTURE www.bissdb.com 724 Columbia Street NW Suite 400 Olympia, Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle, Washington 98104 T 206.340.1 552 F 206.340.0412 I I VMS 6-14-04 23032 DRAWN SY CHECKED err WCP LB DATE 82 -03 REVISIONS 'Vf: C I . .. 1 AGENCY SUBMITTAL SET PLUMBING PLAN • �� M L K J H D Copyright 02003 by BPS Duarte Bryant All rights reserved. 1 2 3 • 4 3 7 NS 1 NT5 3/4" DRAIN, PIPE SAME AS SHOWN FOR REUEF VALVE. KEEP SEPARATE FROM REUEF PROVIDE RAISED PLATFORM TO ALLOW DRAIN PAN DRAIN TO SLOPE TOWARDS DRAIN • FLOOR /SURFACE CLEAN OUT DETAIL PIPE FULL SIZE TO FUNNEL DRAIN SEISMIC STRAP (TYP) • • n� \\ \/ \\ % \ \\ \ \\ 47 >>//. \ \ ; / �. , N / \\;'7%\/./\)›./\\ � //j ///‘ / /// • . V' 4 • •L . CS . WATER NEATER DETAIL FINISHED FLOOR 1 1 V c t • Q • ft WATER HEATER WH-1 • 4 • 0 ! 10 INDOOR CLEANOUT F__ BOX 4 P s • V 4 NOTE: PROVIDE UNISTRUT ANCHORED TO FLOOR TO INSTALL SEISMIC BRACING OU TDOOR , . p 4 7 - V./ \, -//,. / ,/,, x // - //\.// /// ',; ,\"\\AA \:,\ ''\'\ \ „\\\\\//` //.///\// / 4 / \//,\, s\ / / // // SEE PLUMBING PLAN FOR SIZE SEE PLUMBING PLAN FOR SIZE EXPANSION TANK 3/4" HOSE BIBB DRAIN 6" HIGH DRAIN PAN, MIN. 20 GA. GALV. STEEL CONSTRUCTION 1 ; C13 1 WATER R!SER DETAIL 1 1 INT5 11 PIPE INDEPENDENT OF CLEANOUT BOX SEE PLAN FOR PIPE ROUTING tab 24 "X24 "X6" CONCRETE PAD FINISH GRADE 12 1413 NTS 13 ISOLATION VALVE y 1 1 ACCESS DOOR L 1 /2" (TYP.) TRAP PRIMER DETAIL SLEEVE & SEAL CW LINE TO FREQUENTLY USED FIXTURE (OR LINE AS INDICATED ON PLAN) I I I J 1-1/2" CW SERVICE • 14 1 0 1 -1/2" CW 15 TO FIXTURE (OR AS SHOWN) TRAP PRIMER VALVE PRIMER MANIFOLD(S) (WHERE SERVING MORE THAN ONE FLOOR DRAIN) 7 ,— FINISHED FLOOR TO FLOOR DRAIN TRAP ( TYP.) 3/4" HOSE END CONN. • _ - • - Huuz + BHU.Ckes rowsiltvwR cw*swccrs. �wc. 2407 NNOvtr, 31st Street. S./4o 200 Tocc,r.ba, geep - (2S3) 353 - 3257 caw (25S011114-3283 - carve oftitalluidtion ■s a* '— - 'pp 1 1i ARCHITECTURE www.bjssdb.com 724 Columbia Street NW Suite 400 Olympia, Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle, Washington 98104 T 206.340.1552 F 206.340.0412 I COMES 8- -$4-04 1W NO. 23032 DRAWN BY CHECKED BY wCp 18 DATE 8-21 -03 REVISIONS C G t - .i ' - E,. AGENCY ITTAL SET PLUMBING DETAILS • 11 L K J H G D Copyright 02003 by BAS Duarte Bryant. API rights reserved. AC — 4B - ►~ - : AC -1? REFRIGERANT LINES UP IN WALL (TYI AC -2B- AC -3B • 20/10L 1 IMRE Leo 10" 8 "0 9x9 CD— 4 :130 ea 1111 12x12 CD -4 13:11 260 –1 - —. : _ _ _ :L 1_+ ., t I - I 7 2x46 WL ,.e 0 • a Ir a. 0 el n 12x1 • i r r ROOM ' 1 117 I 9x9 CD -4 d J 8/8L 112x12 CR LL [ 114 4 i tcv 80 - - 1V ! I . - I t - 8� 18 "0 18 2x12 CD— '" 'R • •/ L 18 MIN „18 s‘91 30 I 107 I 120 0 � 16 "m NALLWAY x6 CRG 0 Al TYP 2) 6/6 8/6 4 I AN - 31 1! Boo y . I =NM NI a r 20x20 SG II' * - 1 "-e r-- SUPERINTENDENT L!2� 12x12 CD -4 270 ;ii L ?LH i T - 9x9 CD -4 8 "0 130 - .._ 10"0—\ 20x20 CEG ODD +E II 14 "0 '- HALLWAY 1 9 CD— 4 g "0 125 BUDGET MANAGER 1 125] 12x12 CLr4 300 BUS. /O ER .ANAGER 0 12 " F= /L R P 2 • 8 „ 0 9x9 CD 12S PURGN. /OP92 ASSISTAN` 6] T r PERSONEL - MANAGER 1 0 " 0 10 "0 0 0 0 10 # ■I�1 12x12 E UTIVE CRG ASSISTANT PAYRO- p "m ' -4 10"0,41 , 12x12 CD -4 1 � 300 1123 12x12 CD -4 265 20x20 COG } ._ FILE - - B ROOM 9 [ 12 L 0-0 SMALL CONFERENCE C13C 3 12x12 CD -4 270 OFFICE 122 1 2 "0 119 16x6 30x30 WEG 14/12 — —••••• , L . b./ r ROOr' 15x15 CD -4 350 It 150 = -= _ -41 l 10x10 CEG WSG 9x9 CD-4 RECEPTION 2 150 ELEC. ROOM ROOM 1 T EF_3 8x6 T 8x6 EOL EOL 18/18L 14/12 - 16 "0 II- 18/18L FOR H VAC WORK " NN THIS AREA SEE "MEZZANINE FLOOR — _.PLAN" THIS SHEET 14/6L WA 'NG /NOBS`' 14/6 WSG `T 26 12x12 CRG F 8/8L UP THROUGH ROOF (TYP (TYP 2) 14/6 WR - .300 T - I:- S BREAKJLUNCI -I ROOM 1116 12x12 CD-4 ) 240 (TYP) RANGE HOOD EF— 1 I i 16x6IWSG HALLWAY 150 1 103 1 MEN l51 1 2x12 CEG 285 _1 2/12L UP 1 52x12 CEG 285 WOMEN 11041 18/18L 18 18L 12 "0 (TYP) 14/6L MI. OM 01111■1111i a. =la 12x12 CD -4 335 (TYP 4) CURRICULUM DIRECTOR 1113 12x12 CD -4 � 260 J I 6 II 1 1 J ANITOR. SUPPLY [ 1106 j [CSR t STORAGE O -I t 10 - 0 8/121 • i e 1,4403 I i , Ist 12x12 CD -4 12x12 CD -4 260 300 E5NS I RECTOR 0 „0 111 OFFICE 1 112 I 10 "0 20/20L - 1) 18/181 SA BELOW 18/181 RA • 1 0x20 CEG 7 110 "0 BOO 9x CD -4 130 9x9 CD c4 4 14i n ADMINISTRATI `-- ASSISTANTS 20x20 CEG [ 1101 1QL. TD 20x20 SG 12x12 CD-4 AIR300 10 "0 MULTI PURPOSE OFFtCE SPACE 18 "0 12x12 CD -4 I11300 10 "0 20x20 CRG [ log 1 EF -2 6/4 L 36x24 WL WITH SLOPED TOP TO MATCH ROOFLINE S i K9 1/4" _ 1 18/18L RA 18/18L SA DN 12 EXHAUST UP TO EF -1 18/18L RA DN 14/16L 14x6 WRG 300 14x6 WSG 260 9 18 /18L 18/18L 14 1 /8L LOUVER LOUVER DETAIL MECHANICAL O z I i � oral o . ri 1 7 - -18/18 OA 18/181 R DN _EF - 1 AH AC =2 — 14/12L — 18/181 S 18 18 OA M401 MEOW t lap ONO Lit MOUNT AS HIGH TO STRUCTURE AS POSSIBLE '` () I'"EC•. AN C& 1 _ 18 / 18 `J OA DN AHU- 1 —AC -1 18/18 OA [-- r-- 7 AMIE I = NY 7 - 18/18L� 1 RETURN AIR 1 OAHU -4 18/18 OA DN ar m MECHANICAL ACCESS SLOPE /OFF 5E7. ... 3 DUCTS TO ADJACENT CEILING SPACE 1 18 /181 RA r 14/1a IS AHU-3 18/18L RETURN AIR AC-3 12 /12LONTO DN SERVE RESTROOM EXHAUST 72x46 WL SHALL MATCH ARCHITECTURAL WINDOW PATTERN, SEE DETAIL OUTSIDE AIR PLENUM 8/6 BELOW 11 18/18 GA PROVIDE VISIBLE MULLION JOINT 170 32 5 9 - - FCC e = a� v.• : r - 12 AC -4 18_;1€1_ SA BELOW 18/181 RA BELOW OA PLENUM. 18/18 L SA BELOW 18/18 L RA COORDINATE APPROXIMATE LOCATION OF WATER HEATER WH -1 13 GENERAL NOTES: SEE PLUMBING DRAWINGS FOR GAS PIPING TO EACH UNIT. 2. LOCATE MOTORIZED DAMPERS TO BE ACCESSIBLE (PROVIDE DUCT ACCESS DOORS). 3. ALL LOUVERS ARE BY DIVISION 15. VERIFY WITH ARCH DWGS SIZES OF ALL LOUVERS PRIOR TO ORDERING. 4. BDD & DUCT CONN'S AT LOUVERS SHALL MATCH FULL LOUVER SIZE (UNLESS NOTED OTHERWISE). 5, CFM'S SHOWN REPRESENT AIRFLOWS WITH SYSTEM IN "OCCUPIED" MODE. 6. RESTROOM EXHAUST & TRANSFER GRILLES SHALL BE INSTALLED TO BE INLINE W/ EACH OTHER. 7. VERIFY HEIGHTS OF ALL WALL INLETS /OUTLETS WITH ARCHITECT PRIOR TO WALL CONSTRUCTION. 8. LINE DUCTS WITHIN 10' OF EACH AHU UNIT AND EXHAUST FAN (OR AS INDICATED ON PLAN, — WHICHEVER 1.5 GREATER). 9. ALL RELIEF AIR DUCTWORK SHALL BE SOUND LINED. 10. SEE SECTION 15840 FOR DUCTWORK CONTRACTOR REQUIREMENTS. 11. 12. CONTRACTOR SHALL FIELD MEASURE ALL DUCT RUN LOCATIONS WITH STRUCTURE IN PLACE PRIOR TO FABRICATING. 0 0 0 0 0 0 14 LOCATE AIR TERMINALS BETWEEN STRUCTURAL FRAMING MEMBERS. COORDINATE LOCATIONS WITH LIGHTS AND ELECTRICAL DEVICES. SEE STRUCTURAL AND ELECTRICAL PLANS FOR THIS INFORMATION. KEYED NOTES: EXHAUST FAN E_F -1 TIME CLOCK CONTROL. PROVIDE SHEET METAL DIVIDER BETWEEN EXHAUST AND RELIEF DUCT CONNECTING TO LOUVER. DUCT RUNS CONCEALED IN ARCHITECTURAL CHASE. SEE ARCHITECTURAL PLANS FOR SECTION THROUGH THIS AREA. 12x12 TG. 12/8 L TRANSFER DUCT. SEE DETAIL DUCT RUNS BELOW MEZZANINE IN CEILING SPACE OF TOILET ROOM. DUCT RUNS BETWEEN STRUCTURAL FRAMING. COORDINATE OPENINGS WITH JOIST SPACING. 0 3" DIAMETER FLUE CONNECTION AND 3" DIAMETER OUTSIDE AIR CONNECTION UP TO ROOF. 0 DUCT DROPS TO LEVEL REQUIRED TO FIT IN CONCEALED ARCHITECTURAL CHASE CROSSING THROUGH OPEN SPACE NORTH OF MECHANICAL MEZZANINE. 8/8 EXHAUST THROUGH ROOF. RECIRCULATING TYPE RANGE HOOD. COORDINATE LOCATIONS WITH ELECTRICAL SERVICE REQUIREMENTS. IS 4,4 26 - 2 ,123 -7 r` r TR I CC " " EC ?o;" Henn • BHU.C,OSs romesehial eaglacets. epic. 240 04tortl• 31st Street. Spit* 200 T «orwq, M - 116S07 - (2531 383 -3257 'rem (25313113-3M goosniliketIROWC111.111 Isayst MOteum a eat M. *__t__ 03-1.! I' ARCHITECTURE www.bissdb.com 724 Columbia Street NW Suite 400 Olympia, Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seatde, Washington 98104 T 206.340.1 552 F 206.340.0412 I VMS b- .14-04 10 Na 23032 DAWN BY OlEOCED BY WCP LB DATE 9-25-03 ItEvastota MECHANICAL PLANS ■ M L K J H G E D B Copyright 02003 by BJSS Duarte Bryant All rights reserved. I 2 • S 3 G4 NTS PROVIDE ADDED ELBOWS/ OFFSETS /FIRE DAMPERS AS MAY BE SHOWN ON PLAN 4 '1 z TRANSFER DUCT DETAIL S LINED RETURN PLENUM SEE DETAIL PARTITION WALL SOUND-LINED DUCT, SIZE PER PLAN. WHERE SIZE NOT SHOWN MATCH GRILLE SIZE. NET SIZE SHOWN AFTER LINING. 0 NOTES: 1. SEE SPECIFICATIONS FOR COMPLETE UNIT REQUIREMENTS. FILTER SECTION I r PROVIDE FULL SIZE HINGED ACCESS DOOR (WITH FULL SIZE OPENING BEHIND) 0 FILTER SECTION. LOCATE ON ACCESSIBLE SIDE OF UNIT N N CONDENSATE LINE PIPE TO DR FINISHED CEILING 7 GS NTS INTERNAL 1" THICK LINING RUN TO COMBINED VENT AT ROOF 3"� FLUE 3`0 AIR INTAKE S PROVIDE FULL SIZE HINGED ACCESS DOOR (INtTH FULL SIZE OPENING BEHIND AT FAN SECTION. LOCATE ON DRIVE SIDE OF UNIT. Vi 0 OVER FLOW DRAIN TO OUTSIDE HANGER ROD TO STRUCTURE NOTES: 1. ALL SUSPENDED HVAC EQUIPMENT W/ ROTATING COMPONENTS SHALL HAVE VIBRATION ISOLATORS AS SHOWN. EXCEPT THAT NO EXTERNAL ISOLATORS ARE REQUIRED ON INTERNALLY ISOLATED EQUIPMENT. 2. VIBRATION ISOLATORS SHALL BE SELECTED FOR 1" DEFLECTION. 3. SEE STRUCTURAL FOR ATTACHMENT TO STRUCTURE & OTHER ANCHORING REQUIREMENTS. WHERE NOT SHOWN, CONTRACTOR SHALL SUBMIT PROPOSED METHOD FOR ENGINEER REVIEW. 4. ALL AHU'S SHALL BE SUSPENDED FROM BUILDING STRUCTURE. SUSPENDED EQUIPMENT SUPPORT FURNISH W/ SUPPORT CLIPS FOR HANGING UNIT (SEE NOTE 2) FAN SECTION W/ INTERNALLY SPRING ISOLATED FAN. LOCATE DRIVE ASSY ON ACCESSIBLE SIDE OF UNIT. COIL SECTION 9 DRAIN PAN COMBINATION SPRING & DOUBLE DEFLECTION TYPE VIBRATION ISOLATOR MOUNTING CLIP FURNISHED W/ UNIT LINED SUPPLY DUCT IS I I . �. NTS 12 1 1" MIN. (TYP.)— UNIT wj MA PLENUM EQUIVALENT DUCT SIZE TO DIFFUSER NECK SIZE (BASED ON P.D.) SIZE TO MATCH DIFFUSER NECK SIZE 13 MIN. (TYP.) G12 DIFFUSER PLENUM DETAIL L L r L RA OR OA DU 1 LINED RA /OA PLENUM SIZE AS REQUIRED FOR REQUIRED DUCT CONN'S & TO MATCH UNIT CONN SZE INTERNALLY LINED W/ 1/2" THICK DUCT LINER " MIN. ALL AROUND TYPE 1 TRANSITION TO BRANCH DUCT SIZE AHU TYPE 2 P173.2 CT, SEE PLAN FOR SIZING NOTES: it SEE PLANS FOR INHERE DUCT OR PLENUM ARRANGEMENT IS USED 2 SEE PLANS FOR ALL DUCT SIZES_ i4 i is CONN. COLLAR, SIZE TO MATCH DUCT SHOWN ON PLAN HEIGHT AS REQUIRED TO SUIT CONDITIONS NOTES: 1. PROVIDE W/ INDEPENDENT SUPPORTS TO STRUCTURE (SEE SECTION 15090) 2. PROVIDE TYPE 1 UNLESS BUILDING CONDITIONS REQUIRE LOWER PROFILE -- THEN USE TYPE 2 3. CONSTRUCT PLENUM BOXES OF MIN 26 GA GALV STEEL OTHER ARRANGEMENTS L. l TYPICAL AIR W4NDL!NG UNIT 112 ;AIR -IANDLNG UNIT CONNECTION DETL F =' NTS Huuz BHUC cosasultossig ca9sssccrs, sac_ 2 No►tf+ 3 St•wt. Sarvea 200 1 4COPP.111. 'M 9.40 — (253' 303 -325' rev. i 3VR#3 -32ei - iperserwevionatokr comb Otailtailleitme ow. as 11~ 113-I. i I l' 1 ARCHITECTURE www.bissdb.com 724 Columbia Street NW Site 400 Olympia. Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle, Washington 98104 T 206.340.1552 F 206.340.0412 I owes I}-14 23032 DRAWN tar CHECKED BY WCP LB DATE 8-21-03 REVISIONS OE% 4`i_ ^c a. AUG ? I /903 PE =dr. .X:14 AGENCY SUBMITTAL SET MECHANICAL DETAILS M Copyright Q2003 by BM Duarte Bryant All rights reserved. I 2 • J3 1 /8 -o" LARGE CONFERENCE ROOM 3 18/18 SA BEYOND 16/14 EXHAUST - 18/18 RA- DUCTS RUN IN CONCEALED ARCHITECTURAL CHASE, DROP DOWN ALONG NORTH - MEZZANINE WALL TO ALIGN WITH CHASE HEIGHT/ LOCATION SECTION 18/18L RA 18/18L SA G3 SECTION i N t' S I4ALLWAY W1.621 18/18L SA 18/18L OA BEYOND �- r :�. = -; 46x72 WL 18/18L RA „...---- _____-,__ 10„,,-------,,.....,, p.1, L a . ;] AHU -1 AHQ -2 WOMEN ROOM 1 104 18/18 OA TO AHU -1 MEN ROOM 1 105 I 4 I S 18/18L AHU -3 MEGNANI LOFT 12011 NALLWAY 11031 ADMINISTRATIVE ASSISTANTS I 110 1 6 REFRIGERANT PIPING RUN AS HIGH AS POSSIBLE 18 "0 18/18 10 CURRICULUM DIRECTOR [113 i 7 4 1 S i i pO3.26c3 10 f II ► �. i 12 i 13 GENERAL NOTES: 1. LOCATE MOTORIZED DAMPERS TO BE ACCESSIBLE (PROVIDE DUCT ACCESS DOORS). 2. ALL LOUVERS ARE BY DIVISION 15. VERIFY WITH ARCH DWGS SIZES OF ALL LOUVERS PRIOR TO ORDERING. 3. BDD & DUCT CONN'S AT LOUVERS SHALL MATCH FULL LOUVER SIZE (UNLESS NOTED OTHERWISE). 4. CFM'S SHOWN REPRESENT AIRFLOWS WITH SYSTEM IN "OCCUPIED" MODE. 5. RESTROOM EXHAUST & TRANSFER GRILLES SHALL BE INSTALLED TO BE INLINE W/ EACH OTHER. 6. OA VENTILATION TO CLASSROOMS IS BASED ON 32 PEOPLE OCCUPANCY. 7. VERIFY HEIGHTS OF ALL WALL INLETS /OUTLETS WITH ARCHITECT PRIOR TO WALL CONSTRUCTION. 8. LINE SA & RA DUCTS WITHIN 10' OF EACH AHU UNIT (OR AS INDICATED ON PLAN, - WHICHEVER IS GREATER). 9. ALL RELIEF AIR DUCTWORK SHALL BE SOUND LINED. 10. SEE SECTION 15840 FOR DUCTWORK CONTRACTOR REQUIREMENTS. 11. AT RELIEF SYSTEMS SYSTEMS, ALL DUCTWORK FROM LOUVER (OR RVR) TO SOUND ATTENUATOR SHALL BE COMPLETELY SEALED WITH NO OPENINGS INTO DUCT TO MINIMIZE SOUND BREAKOUT. PROVIDE SOUND BARRIER WRAP ON ALL DUCTWORK FROM LOUVER (OR RVR) TO SOUND ATTENUATOR, OVERLAPPING SOUND ATTENUATOR BY 12 ". 14 i • IS Huurz • BHU.C es cowsi.It,wi cwIiwcrrs.. *sc. 2407 "sort% 311 et Street- Smote 200 1410000 wr► 9040 — (2S3) 3 -3257 cw (2S31.31.Y3 S3 - swereallhooltailirio cam 0 1010110400ms r moor a _s,11 ARCHITECTURE www.bissdb.com 724 Columbia Street NW Suite 400 Olympia, Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle, Washington 98104 T 206.340.1 552 F 206.340.0412 COMM 644-04 101 Ha 23032 DRAVVN BY CHECKED BY DATE 8-21-03 REVEIONS r;-- c - Y.R",,s ittiC . 12.Z3 AGENCY SUBMITTAL SET MECHANICAL SECTIONS FIXTURE SCHEDULE SYM DESCRIPTION MANUFACTURER LAMP TYPE VOLTS VA /W REMARKS CF226 COMPACT FLUORESCENT 1 —LAMP SURFACE CEILING MOUNT FIXTURE, 9 —INCH SQUARE CAST ALUMINUM HOUSING WITH RADIUS CORNERS, INJECTION MOLDED UV STABILIZED POLYCARBONATE PRISMATIC LENS, STAINLESS STEEL TAMPER PROOF SCREWS, UL LISTED FOR WET LOCATIONS. BALLAST: HPF ELECTRONIC LOW TEMP FINISH: POLYESTER POWDER COAT BLACK WHITE BRONZE GREY FAIL —SAFE VR2000 DECORATIVE SERIES OR APPROVED EQUAL 1 -32W DTT 120 43/37 CONDUIT FC CABLE SUSPENDED, 2 —LAMP CORELITE NAVIGATOR SERIES F32T8 120 65/61 +10' —O" AFF UNLESS DRAWING LINEAR FIXTURE WITH CONTINUOUS OR APPROVED EQUAL ELEC ELECTRIC EMT OTHERWISE NOTED EXST EXTRUDED ALUMINUM HOUSING (UP FLA FULL LOAD AMPS GND GROUND HP HORSEPOWER TO 12 FT) AND CAST ALUMINUM JUNCTION BOX KV KILOVOLTS KVA KILOVOLT AMPERES MCA END PLATES. PARABOLIC LOUVER MCM OR KCM THOUSAND CIRCULAR MILS MIN MINIMUM MOP MAXIMUM OVERCURRENT PROTECTION DOWNLIGHT COMPONENT WHITE NOT TO SCALE 0 OR PH PHASE PNL PANEL PIV ENAMEL FINISH WITH A MINIMUM OF RECPT RECEPTACLE SHT SHEET SW SWITCH 92 % REFLECTANCE. TYPICAL V VOLTS VA VOLT AMPERES VAC BALLAST: ELECTRONIC VFD VARIABLE FREQUENCY DRIVE XFMR TRANSFORMER FWC 4FT EXTRUDED ALUMINUM FIXTURE LINEAR S372 SERIES F32T8 120 65/61 WALL MOUNT AT +15' WITH ASSEMETRIC DISTRIBUTION. OR APPROVED EQUAL UNLESS OTHERWISE FIXTURE SHALL BE WHITE COLOR WITH MATCHING END CAPS AND NOTED RADIAL BLADE LOUVER. FIXTURE SHALL HAVE MINIMUM 92% REFLECTANCE BALLAST: ELECTRONIC PR1 RECESSED, FLANGED, 1'X4', 4 1/2" DEEP, 2 —LAMP RAPID START FLUORESCENT PARA —LUX II SERIES OR APPROVED EQUAL F32T8 120 65/61 SUITABLE FOR MOUNTING IN PARABOLICTROFFER, HINGED POSITIVE GWB CEILINGS. LATCH REGRESSED METAL FRAMED 2* DEEP 9 CELL PARABOLIC LOUVER, SPECIFICATION GRADE, PAINTED AFTER FABRICATION. BALLAST: ELECTRONIC R32 RECESSED 8 —INCH DIAMETER PORTFOLIO C7132 SERIES OR 1 -32W DTT 120 43/37 MAXIMUM 8" DEPTH 1 —LAMP COMPACT FLUORESCENT APPROVED EQUAL REGRESSED DOWN LIGHT, CLEAR ALZAK LOW IRIDESCENT REFLECTOR LISTED FOR THRU WIRING BALLAST: ELECTRONIC INSTALLED INTEGRAL BODINE B-50 SERIES V FACTORY FLUORESCENT EMERGENCY LIGHTING CHLORIDE CFP SERIES SYSTEM WITH SEALED RECHARGEABLE SILTRON UP80 SERIES MAINTENANCE FREE HIGH TEMPERATURE LITHONIA PS1400 SERIES NICKEL CADMIUM BATTERY, INVERTER SUREUTES FBP SERIES BALLAST, BATTERY CHARGER, TEST IOTA 1-80 SERIES SWITCH, PILOT LIGHT, AND SELF DIAGNOSTICS AND SHALL OPERATE ONE LAMP AT 1100 LUMENS OR GREATER FOR MINIMUM OF 90 MINUTES UPON FAILURE OF NORMAL POWER SUPPLY. 0I SPECIFICATION GRADE UNIVERSAL MOUNT, SINGLE FACE, LED EMERGENCY EXIT UTHONIA SIGNATURE SERIES SUREUTES CAX SERIES LED 120 14.5/6.5 INSTALL WALL UNITS +12" ABOVE DOOR. FIXTURE, WHITE CAST METAL HOUSING, STENCIL FACEPLATE WITH GREEN LETTERS PROVIDE WIRE GUARD MERE ON WHITE BACKGROUND, AND INDICATED. DIRECTIONAL ARROWS AS SHOWN. FIXTURE SHALL INCORPORATE AN INTEGRAL SEALED RECHARGEABLE MAINTENANCE FREE 5 —YEAR MINIMUM BATTERY, CHARGER, TEST SWITCH, AND PILOT UGHT, SELF DIAGNOSTICS. ABBREVIATIONS LIST ABBREV I DESCRIPTION A OR AMP , AMPERES AC ALTERNATING CURRENT AFF ABOVE FINISHED FLOOR AIC AMPERE INTERRUPTING CAPACITY ATC AUTOMATIC TEMPERATURE CONTROL C CONDUIT CB CIRCUIT BREAKER CKT CIRCUIT C.O. CONDUIT ONLY DWG DRAWING DDCV DOUBLE DETECTOR CHECK VALVE ELEC ELECTRIC EMT ELECTRICAL METALLIC TUBING EXST EXISTING FLA FULL LOAD AMPS GND GROUND HP HORSEPOWER J--BOX JUNCTION BOX KV KILOVOLTS KVA KILOVOLT AMPERES MCA MINIMUM CIRCUIT AMPS MCM OR KCM THOUSAND CIRCULAR MILS MIN MINIMUM MOP MAXIMUM OVERCURRENT PROTECTION NTS NOT TO SCALE 0 OR PH PHASE PNL PANEL PIV POST INDICATOR VALVE RECPT RECEPTACLE SHT SHEET SW SWITCH TYP TYPICAL V VOLTS VA VOLT AMPERES VAC VOLTS ALTERNATING CURRENT VFD VARIABLE FREQUENCY DRIVE XFMR TRANSFORMER • M K J H G F C B Copyright O 2003 by BJSS Duarte Bryant. All rights reserved. SYMBOL 0 0 • 0 S S Sp PJ' C REF R DW Q iH I T1B FAC t I DESCRIPTION FLUORESCENT FIXTURE (TO SCALE ON DRAWINGS) FLUORESCENT FIXTURE WITH EMERGENCY LIGHTING UNIT FLUORESCENT FIXTURE — RECESSED LIGHTING OUTLET -- CEILING RECESSED FIXTURE — ROUND PL FLUORESCENT LIGHT WITH EMERGENCY LIGHTING UNIT EXIT FIXTURE SINGLE POLE TOGGLE. SUBSCRIPT a, b, c, etc. INDICATES QUANTITY OF SWITCHES FOR SEPARATE CONTROL "WP" INDICATES WEATHERPROOF ENCLOSURE SINGLE POLE TOGGLE SHOWN TOGGLE WITH PILOT LIGHT FUSED DISCONNECT SWITCH INDICATES TO PROVIDE ROOM OCCUPANCY SENSOR(S). (SEE DETAIL). ASTERISK INDICATES COUNTER HEIGHT OUTLET (DUPLEX RECEPTACLE SHOWN) REFRIGERATOR RECEPTACLE (NEMA 5 -20R) RANGE RECEPTACLE (NEMA 14 -50R) DISHWASHER CONNECTION INSTA —HOT CONNECTION EQUIPMENT CONNECTION GFCI DUPLEX RECEPTACLE (NEMA 5 -20R) DUPLEX RECEPTACLE CONVENIENCE FOURPLEX RECEPTACLE: COMPUTER PURPOSE OUTLET TELECOMMUNICATIONS OUTLET BOX w /1 "C.O. TO MDF ROOM WITH PULL WIRE CEILING LOUD SPEAKER VIDEO PROJECTOR WITH HARDWARE ON WALL BRACKET REMOTE GRAPHIC ANNUNCIATOR MANUAL STATION HORN WITH STROBE HEAT DETECTOR SMOKE DETECTOR STROBE PANELBOARD — SURFACE CROSS LINES INDICATE NUMBER OF CONDUCTORS IF MORE THAN TWO WIRE CIRCUIT. LONG DENOTES NEUTRAL. DOT DENOTES GROUND. DOTTED HASH MARK INDICATES ISOLATED GROUND. CONDUIT IS 1/2" AND CONDUCTOR IS #12 AWG UNLESS OTHERWISE NOTED OR SCHEDULED. ONLY BRANCH CIRCUIT HOMERUNS ARE INDICATED WITH CONDUCTOR COUNT. SEE GENERAL ELECTRICAL NOTES. WIRING CONCEALED IN CEILING OR WALL HOMERUN TELEPHONE BACKBOARD 3/4 FIRE RATED PLYWOOD 4 x 8 SHEETS FIRE ALARM CONTROL PANEL TRANSIENT VOLTAGE SURGE SUPPRESSOR SCHEDULED EQUIPMENT CONNECTION OR SYMBOL (INCLUDES FEEDER, DISCONNECT, STARTER, AND OTHER REQUIREMENTS AS SCHEDULED) KEY NOTE TAG SYMBOL # — IDENTIFYING NUMBER FIXTURE SYMBOL ELECTRICAL SYMBOLS 2 I 3 V a 4 I s 6 7 UNE 120/277VAC NEUT 0 CONTROL WIRING PER MANUFACTURER'S RECOMMENDATIONS POWER RELAY TO SECURITY ALARM — r ADDITIONAL RELAY(S) AS REQUIRED 1--- -- — TO ADDITIONAL RELAY(S) AS REQUIRED — WIRING DIAGRAM UGHT NG OWLET WITH SWITCH LEADS ONE -LINE DIAGRAM ROOM OCCUPANCY SENSOR • T ULTRASONIC CEIUNG SENSOR. LOCATE FOR MAXIMUM COVERAGE WITHIN ROOM AND TO MINIMIZE FALSE ACTIVATION THRU OPEN DOORS AS RECOMMENDED BY MANUFACTURER. SENSORS SHALL NOT BE LOCATED ABOVE 12 FEET. — —I TO ADDITIONAL SENSORS AS REQUIRED FOR ROOM COVERAGE NL 3—WAY 3—WAY • 3—WAY 4—WAY 3 —WAY / WALL swrrcH CONTROLS AT ENTRY DOORS PER PLAN 120 /277V POWER RELAY ADDITIONAL SENSORS AS REQUIRED 12 13 LIGHTING CONTROL NOTES: 1. THE FOLLOWING NOTES REFERENCE APPLICABLE SECTIONS OF THE WASHINGTON STATE ENERGY CODE. 2. PROVIDE EACH ROOM WITH LOCAL LIGHTING CONTROL AT THE ENTRY /EXIT DOOR UNLESS OTHERWISE NOTED AS AN EXCEPTION (SECTION 1513.1) 3. THE MAXIMUM LIGHTING LOAD CONTROLLED BY A SINGLE SWITCH OR AUTOMATIC CONTROL SHALL NOT EXCEED 16 AMPS. (SECTION 1513.2) 4. PROVIDE SEPARATE CONTROL OF DAYLIGHTED ZONES INDEPENDENT OF GENERAL AREA LIGHTING. — INDICATES BOUNDARY OF DAYLIGHTED ZONES. (SECTION 1513.3) 5. PROVIDE OCCUPANCY SENSORS IN OFFICE BUILDINGS OVER 5000 SF AND SCHOOL CLASSROOMS TO AUTOMATICALLY TURN OFF LIGHTS WHEN ROOM IS UNOCCUPIED. SET TIME DELAY FOR 30 MINUTES (SECTION 1513.6.1) 6. COMMISSIONING REQUIREMENTS FOR DAYLIGHT AND OCCUPANT SENSING AUTOMATIC CONTROLS, OCCUPANCY SENSORS, AUTOMATIC TIME SWITCHES: THE LIGHTING CONTROLS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. PREPARE A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS AND SUBMIT TO THE OWNER. (SECTION 1513.7) 7. THE EXTERIOR LIGHTING CONTROLS SHALL BE INITIALLY SET UP FOR PHOTO —ON, TIME —OFF WITH OFF TIMER SET AT 1: OOAM, AND SHALL BE FULLY PROGRAMMABLE. GENERAL ELECTRICAL NOTES: 1. BRANCH CIRCUIT NOTES: 2. A. ONLY BRANCH CIRCUIT HOMERUNS INDICATE CONDUCTOR COUNT IF MORE THAN TWO WIRE CIRCUIT PLUS GROUND. CONTINUE WIRE COUNT TO OUTLETS AS REQUIRED TO PROVIDE INDICATED PHASE, NEUTRAL, AND EQUIPMENT GROUND CONDUCTORS PER CODE BASED ON CIRCUIT DESIGNATIONS INDICATED. B. FOR SWITCHED OUTLETS, PROVIDE ADDITIONAL CONDUCTOR COUNT REQUIRED FOR SWITCH LEGS TO ACCOMMODATE SWITCH CONTROL INDICATED. MAINTAIN UNSWITCHED LEG IN UGH BRANCH CIRCUITS TO EXIT, EMERGENCY, AND NIGHT LIGHTING SHOWN. C. NEUTRAL CONDUCTOR SIZE FOR MULTI —WIRE BRANCH CIRCUITS SERVING COMPUTER PURPOSE OUTLETS SHALL BE 110 AWG MINIMUM. PROVIDE SEPARATE NEUTRAL CONDUCTOR FOR COMPUTER PURPOSE CIRCUITS WHERE COMPUTER PURPOSE AND GENERAL PURPOSE CIRCUITS SHARE THE SAME CONDUIT. MINIMUM CONDUIT SIZE FOR HOMERUNS SHALL BE 3/4 INCH. 3. WHERE ROOM OCCUPANCY SENSORS ARE INDICATED, PROVIDE QUANTITY AND LOCATION OF DEVICES PER MANUFACTURER'S RECOMMENDATION FOR COMPLETE ROOM COVERAGE AND TO MINIMIZE FALSE ACTIVATION THRU OPEN DOORS. 4. REFER TO ARCHITECTURAL PLANS FOR UGHT FIXTURE LOCATIONS AND FOR MOUNTING HEIGHT OF SUSPENDED AND WALL MOUNTED LIGHT FIXTURES. REFER TO REFLECTED CEILING PLANS, INTERIOR ELEVATIONS, EXTERIOR ELEVATIONS, ROOM SECTIONS, AND DETAILS SHOWN ON ARCHITECTURAL CONTRACT DOCUMENTS PRIOR TO ROUGH —IN. REPORT CONFLICTS TO ARCHITECT/ENGINEER FOR RESOLUTION. 5. REFER TO ARCHITECTURAL ELEVATIONS FOR LOCATION AND MOUNTING HEIGHT OF WIRING DEVICES. REPORT CONFLICTS TO ARCHITECT/ENGINEER FOR RESOLUTION. 6. VERIFY EXACT LOCATION OF OUTLETS LOCATED IN KNEE SPACES AND CASEWORK. OBTAIN ARCHITECT APPROVAL PRIOR TO ROUGH —IN. 7. VERIFY BACK BOX REQUIREMENTS OF EQUIPMENT FURNISHED UNDER OTHER THAN DIVISION 16 SECTIONS AND EQUIPMENT FURNISHED BY OWNER. O 42 ) • 251 1 14 I IS Huuz BHUC cowswltiw* ewRswetas. swc. 2407 more, 364t Street. SurIlas 200 lionsmok, ,tee 7 - ( 3) Port (3511131113-31111110 gormookatioskeem m orment woo li ARCHITECTURE n4 Columbia Street NW Suite 400 Olympia, Washington 96501 T 360.943.4650 F 360.357.9022 106 First Avenue South Suite 200 Seatide, Washington 96104 T 206.340.1 552 F 206.340.0412 V O www.bjssdb.com jc PIO. 23032 DRAWN BY CHECKED BY DATE 8-21-03 REVSIONS ermat L::, C, LEGENDS & NOTES • >� 1 H G F l Copyright © 2003 by BJSS Duarte Bryant. All rights reserved. I • D �r a ♦ • • • r• - r -c' I C 1 • 2 • 1 1 �r� j % r %/ / r� I 1 1 . / r; � / , j : / r r �' f / / / -- iT L y-- / / r • ■ ( S ' . . \ 3 • r t b 4 -___- '• • • s f • w f • • • t e r I • 4 r 4, * r • •E • _. - ti • • • • • I r- 1 • • r a1 • • • ♦ ,eC P • 5 • • • •.1 Y4.- SS- f ♦ rt a • • (- QC- op -1 I b + b • • P • • • • .1 l 4 "C.O. • - • • , • J • • tr -SS • 7 t * ' i; . vri • f (t) a LII L`' • • • • I I I • _------ a - -1--- - • l �• ;; T F . VAULT • a C T • 4 1 1 ) 4 1 I I 1 rL • { 1 1 I 1 , I yrr4 - b � r _ , •�?"- - -r • 1 r . • :1 • ; • f f MINIM mmiami monime • • • f - • t • CC CC Loc 12 - ‘0 111 ' • COORDINATE WITH THE SERVING UTILITY COMPANIES PRIOR TO WORK. PUGET SOUND ENERGY: 1-888-225-5773 OWEST COMMUNICATIONS: 1-800-777-9594 KEY NOTES O EXISTING UG PSE TRANSFORMER VAULT. COORDINATE WITH PSE FOR 0 UNDERGROUND SECONDARY FEEDER. SEE ONE—LINE. O CT CAN & METER LOCATION. SEE ONE—LINE. 0 EXISTING UG TELEPHONE VAULT COORDINATE WORK WITH QWEST COMMUNICATIONS. 0 UG TELEPHONE SERVICE CONDUIT WITH STUB INTO MDF ROOM. ® PROVIDE 4"C.O. FOR IRRIGATION WIRES. ® 4"C.O. SLEEVE UNDER WALK FOR IRRIGATION. 3 -2 6 14 IS WORK. • Huurz BHU-C ROS5 semic - ‘252 . ARCHITECTURE www.bissdb.com 724 Columbia Street NW Suite 400 Olympia, Washington MO I T 360.943.4650 100 First Avenue South Suite 200 Seattle, Washington 98104 T 206.340.1552 F 206.340.0412 L,L 0 4or —§" L I2)E— v) Z S3 ay _ 14L,i 0 0 E < u„.. McClelland DATE JOB NO. 23032 DRAWN BY CHEOCED BY - g ormus, UTE PLAN - ELECTRICAL • L K J H F E D C Copyright ©2003 by BISS Duarte Bryant. All rights reserved. ite" r-e I 7 51:4.7E• FEE7 F.J.;CR PL\ 2 • I. 3 4 I 1 LII 6 III II ILL _r7 , 711 - C" I I I I I - -1 ilUDGET MANAGER HALLWAY - F1LE SMALL CONFERENCE ROOM HALLWAY RECEPTION LARGE CONFERENCE OFFICE CIULTI-PURSE OFFICE 5PAC [ lOg I / SUPE kINTENDENT ' PERSONE 1124 _ 0 Lj L_ J .40 11111 1 1110 ° ' . o r Li; 7 OFFICE [ I 0 L-13 L- 3 BREAK/LUNCH ROOM 10 I 1 12 13 Ds 17034dati 14 I • KEY NPTES; O UP TO LOFT LTG. ® DOWN TO SWITCH. 0 IN DISPLAY CASE. • RUN THRU LIGHTING CONTROL CENTER (LCC). IS I LOFT PLAN - LIGHTING SCALE: 1/8* = — " .-+ •-■C - k J C1 4 Flutrz 4.13HU4.-CRo95 coasollisagg eagvaiters. 1St., 24107 mart% 31st Iterest. &Me 200 lremovis. /10•07 — (S) 31111-37 Inuor 015411)310-311B3 einsnalllaWalliwom 11•00111110m Sot. Mb *maw 0-4311 ARCHITECTURE 724 Columbia Street NW Suite 400 Olympia, Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle, Washington 98104 T 206.340.1552 F 206.340.0412 1111■1111111■111111111.111111 Lit LILO 0 z 0 F M= 00 .PF- 1; Z E O0 < DRAWN BY CHECKED BY • www.bjssdb.com ' I 23032 PATE 8-21-03 REVGiONS AUG '2 I . ci FLOOR PLAN - LIGHTING yip 41. " • • 0 M L K I H G F E D B A Copyright O 2003 by BASS Duarte Bryant All rights reserved. - ----•,- V EYECUTIVE ASSISTANTS �I 1 BUDGET PURCN /DPER MANAGER P 6 [! ASSISTANT L 6i 18 1 2 PERSONNEL r MANAGER [12 OFFICE i 2 SC 10I10 MDF 12 INSTALL IN DISPLAY CASE WOMEN r 104 LARGE CONFERENCE L0j ,JANITOR/ SUPPLY [ 08 OFFICE I12 16 NALLWAY Dr MULTI - PURPOSE OFFICE SPACE L ( ►Oq] PAYROLL BUS. /CPER M a V { r METER CT 2 1im Old 20 SEE PARTIAL KITCHEN PLAN, THIS SHEET . 12 , 4 a:,n - --�. - . ,.� LOFT PLAN - POWER SCALE: 1/8' = 1 - 0" • c ) 17 3 ,u•re2 6 "b€7 Qp ROUTE nom, GUTTER. SEE ONE—uNE BUBBLE NMS; 0 INSTALL IN WALL BEHIND CASEWORK. SEE ARCHITECTURAL DETAILS. 0 ucHnNC CONTROLS (LCC) SEE DETAIL 0 UP TO MECH LOFT. 0 (2) 1"C TO AV ROOM. 0 MOUNT RECEPTACLE FOR MICROWAVE OVEN IN SHELF ABOVE COUNTER. SEE ARCHITECTURAL ELEVATIONS DRAWINGS FOR LOCATION. 0 PROVIDE 3/4" FIRE TREATED PLYWOOD COMPLETELY AROUND ROOM FOR EQUIPMENT BACKBOARD. PARTIAL KITCHEN PLAN - POWER fir : v ? CORREC rows ■Itiai c.Riweers. I iw H1LTZ + BHU.0 ROSS ARCHITECTURE www.bjssdb.com n4 Columbia Street NW Suite 400 Olympia. Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle. Washington 98 104 T 206.340.1 552 F 206.340.0412 W LL. V U- 0 Z 0 1 I'm' 2 V fan 3 D I- LL � a 0 E Qu_ 23032 DRAWN BY CHECKED BY SAT BOt DATE 11/24103 REIRSIONS HVAC RELOCATION BID FLOOR PLAN - ELECI'RICAL yr THREE PHASE PANEL SCHEDULE Voltoge: 208020, 4W E Isolated Gnd [ TVSS ID: MDP Enclosure: Section: 1 OF 1 [] Flush Location: ELEC RM 118 X Surface NEMA 3R Rating: 600 Amps X Main Lugs [J Main Breaker [Feed Thru Lugs Assembly AIC: [110K X 22K [1 42K NEMA 12/3R 1 200% Neutral C Double Lugs VA BKR I CKT f PHASE CKT BKR VA DESCRIPTION CODE CODE I DESCRIP110N PANEL L+ 100/3 1 < m U 4 <mo < mC <030<000mo 2 225/3 PANEL P• 3 4 5 6 SPARE 20/3 7 8 20/3 SPARE 9 10 SPARE 11 12 SPARE SPARE 20 13 14 20 SPARE SPARE 20 15 16 20 SPARE SPARE 20 17 18 20 SPARE SPACE 19 20 SPACE SPACE 21 22 SPACE SPACE 23 24 SPACE SPACE 25 26 SPACE SPACE 27 28 SPACE SPACE 29 30 SPACE SPACE 31 32 SPACE SPACE 33 34 SPACE SPACE 35 36 SPACE SPACE 37 38 SPACE SPACE 39 40 SPACE SPACE 41 42 SPACE A B C PHASE 0.0 0.0 0.0 KVA CONNECTED LOAD SUMMARY TOTAL LOAD KVA AMPS Code Description KVA KVA CONNECTED 96.3 267.4 L Lighting 8.5 X 125% 10.6 CALCULATED 100.2 278.4 R Receptacles 10.0 X 100% 10.0 R Receptacles over 10KVA 0.6 X 50% 0.3 C Computers 22.5 X 100X 22.5 SPARE CAPACITY: 53.6% M Motors 25.1 X 100% 25.1 LM Largest Motor 8.7 X 125E 10.9 REMARKS: K Kitchen 0.0 X 100% 0.0 *SUB FEED TO PANEL N Noncoincident 0.0 X 0% 0.0 0 Other 10.1 X 100% 10.1 Remainder 10.7 X 100E 10.7 M L J H G F E C Copyright 200: by BPS Duarte Bryant. All rights reserved. i 2 • • ...J • •• VIDEO IN • AUDIO IN NO SCALE VCR/DVD EXIST UTILITY PRIMARY TO SOUND SYSTEM 4 3 AUDIO (L&R) EXIST UTILITY TRANSFORMER VAULT VIDEO SVGA AUDIO f -•A2 VIDEO PROJECTOR ONE -LINE DIAGRAM KWH 600A CT 600A 600A FEEDER FEEDER PROJECTOR ELECTRICAL RISER DIAGRAM NO SCALE INPUT JACKS ON PROJECTOR TO AUTO MIXER AT SOUND SYSTEM 600A MLO 225A MLO 225A MCB 208V /3PH 208V /3PH 208V /3PH PNL MDP 225A FEEDER 225A FEEDER NO SCALE PNL P AUTO MIXER PNL L TVSS ? ?MIC STA11ON (TYP) OUTDOOR UNITS (TYP) 4 I 5 I i I 7 I • I '! AMPLIFIER VCR/DVD TAPE DECK EQUALIZER CLG SPEAKERS BOARD ROOM SOUND SYSTEM ONE -LINE TO PROJECTOR(S) 10 3/4" MIN MAIN ENTRANCE NOT TO SCALE FAC . 120VAC L-17 •' FAN SHUT DOWN, XMTR CIRCULATION �@ ..120VAC L -17 MAY BE INTEGRAL WITH FAC -. TEL UNE #1 0. TEL UNE #2 ADDRESSABLE FIRE ALARM RISER DIAGRAM 13 I 14 IS Huixz OP BHU+ -C Roes cows•1IrwI twRiwccr•. •ac. 2407 l rvs 31•1 S+trwr't. imrRe 200 " spree. r► 20607 - (253) 303.32/57 gwereemiltaliftwissm 0 111.1011 1 110= es. as• eireor 0-4:31 . ►'SRi -i - r ARCHITECTURE www.bjssdb.com 724 Columbia Street NW Suite 400 Olympia, Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle, Washington 98 104 T 206.340.1 552 F 206.340.0412 W U LL LL 0 0 < Z F F - F- (I) z J 1 ---- CI N � O 3 Y Q u_ � J98 NO. 23032 DATE 8-2 I -03 PE 0E DETAILS DRAWN BY CHECKED BY 1 yr 2. 1 C3 V s 'I TO PROJECTOR THREE PHASE PANEL SCHEDULE MECHANICAL EQUIPMENT CONNECTION SCHEDULE SYMBOL TION LOCATION MAXIMUM RATINGS FEEDER 3/4 "C, X12 EACH PHASE, NEUTRAL PLUS GROUND UNLESS OTHERVMSE INDICATED BELOW DISCONNECT CONTROL REMARKS SIZE FLA MCA VOLT'PH a3snJ 3ZIS 3sn3 a3Sn3 -NON 310001 1V21031 NI I CORD & PLUG 042K 00111 I uac. STARTER DESCRIPTION AY13Z! M3MOd (sPEED CONTROL NOl1V1S 8d1 FOAM TIVM Fp1WlS 311111 I T -STAY I UMIT S1MTpi(S) 900 RECPT - 119, 121, 122 ii === ctriZoctX(rc W=Ce =00023 AIR HANDLING UNIT MECH LOFT 201 1.8 KVA 14.8 18.5 120/1 % 20 • • 0 • RECPT - 121, 124 AHU /3 O O O O t3 O O O O O O O O O O O O D U O 20 5 1598 6 20 540 RECPT - 122, 123, 124 20 AHU /4 COMP - 123 20 7 8 20 900 (AHU -i> ; JR COMPRESSOR MECH LOFT 201 5.8 KVA 28 35 208/1 3/4 "C -2 #8 + #10 GND 20 900 RECPT - 114, 115, 116. 119 20 7 11 AIR HANDLING UNIT MECH LOFT 201 1.8 KVA 14.8 18.5 120/1 20 50/2 13 14 20 180 RECPT - 113 AHU -2> LTG AIR COMPRESSOR MECH LOFT 201 5.8 KVA 28 35 208/1 3/4 "C -2 #8 + #10 GND COMP - 117 AC /38 35 MCA 50/2 17 210 18 20 720 RECPT - 110, 111, 112, OUTDOOR 20 COMP - 113 19 �AC_2 20 AIR HANDLING UNIT MECH LOFT 201 1.8 KVA 5.8 KVA 14.8 18.5 120/1 50/2 • m 22 20 540 RECPT - 120, 126 20 17 23 24 20 AHU --3> RECPT - 102, 129, 130 AIR COMPRESSOR MECH LOFT 201 28 35 208/1 3/4 "C -2#8 + #10 GND • 20 720 RECPT - 101. 130. OUTDOOR / IRRIGATION CONTROLS 25/3 27 21 28 20 900 RECPT - 101 COMP - 109 < AC -3 > 29 AIR HANDLING UNIT MECH LOFT 201 1.8 KVA 14.8 18.5 120/1 COMP - 131 31 32 20 1080 RECPT - 104, 105. 106, 108, 131 SPARE 20 20 33 <AHU -4> 50/2 AIR COMPRESSOR MECH LOFT 201 5.8 KVA 28 35 208/1 3/4 "C -2#8 + #10 GND • 36 4000 SPACE `-FACE 29 37 38 20 1200 REFRIGERATOR SPACE SPACE 39 <AC -4 40 EXHAUST FAN MECH LOFT 201 455W 3.8 4.7 120/1 41 42 • 1500 MICROWAVE 20 A B C 0 0 18.0 21.6 21.4 KVA CONNECTED LOAD SUMMARY TOTAL LOAD KVA AMPS Code Description KVA KVA CONNECTED 61.0 169.6 L Lighting 0.0 X 125% 0.0 EF -1 > R Receptacles 10.0 X 100% 10.0 EXHAUST FA A/V RM. 131 45W 0.4 0.5 120/1 LM Largest Motor &7 X 1 % 10.9 REMARKS: K Kitchen 0.0 X 1 0.0 • N Noncoincident 0.0 X 0% 0.0 0 Other 9.1 X 100% 9.1 Remainder 7.5 X 100% 7.5 39 0 0 20 COMP - 127 x SPACE EF -2 > EXHAUST FAN MDF RM. 117 81W 0.7 0.8 120/1 A B C PHASE • 11.3 _ 10.7 10.0 KVA CONNECTED 0 0 LOAD SUMMARY TOTAL LOAD KVA X Code Description KVA KVA CONNECTED 32.0 88.9 L Lighting 8.5 X 125% 10.6 EF -3> 34.1 EXHAUST FAN WORK /COPY RM. 115 81W W 0.7 0.8 120/1 C Computers 22.5 X 100% 22.5 • 57.9% M Motors 0.0 X 100% 0.0 0 Q K Kitchen 0.0 X 100% 0.0 N Noncoincident 0.0 X 0% 0.0 <EF-4 0 Other 1.1 X 100% 1.1 <EF-5> EXHAUST FAN BREAK /LUNCH RM. 116 81W 0.7 0.8 120/1 • 0 0 O WATER HEATER MECH LOFT 201 6 KVA 16.7 21 208/3 3/4 "C -3 #10 + #10 GND 0 K WH -1 > THREE PHASE PANEL SCHEDULE ID: Section: Location: P Enclosure: 1 OF 1 ❑Flush Voltage: 208/120, 4W ['Isolated Gnd 3R [] TVSS 0200% Neutral Rating: 225 Amps Assembly AIC: Main Lugs 010K Main Breaker ® 22K Feed Thru Lugs ❑ 42K Lugs © ELEC RM 118 © Surface 1 ❑ NEMA NEMA 12/3R U []Double CODE II DESCRIPTION VA BKR CKT PHASE CKT BKR 042K DESCRIPTION CODE DESCRIPTION AHU/1 BKR 20 1 CKT 2 20 900 RECPT - 119, 121, 122 ii === ctriZoctX(rc W=Ce =00023 AHU / 1468 20 3 4 20 720 RECPT - 121, 124 AHU /3 O O O O t3 O O O O O O O O O O O O D U O 20 5 1598 6 20 540 RECPT - 122, 123, 124 20 AHU /4 COMP - 123 20 7 8 20 900 RECPT - 116, 148, OUTDOOR AC /1 B 35 MCA 20 50/2 9 10 20 900 RECPT - 114, 115, 116. 119 20 7 11 12 20 540 RECPT - 103, 110. 115 LTG AC /2B 35 MCA 20 50/2 13 14 20 180 RECPT - 113 LTG 1510 15 11 16 20 540 RECPT - 110, 112, 113 COMP - 117 AC /38 35 MCA 50/2 17 210 18 20 720 RECPT - 110, 111, 112, OUTDOOR 20 COMP - 113 19 20 20 900 RECPT - 125, 126. 127. OUTDOOR 3 AC /4B 35 MCA 20 50/2 21 m 22 20 540 RECPT - 120, 126 20 17 23 24 20 720 RECPT - 102, 129, 130 SECURITY EF /1, EF /2, EF /3, EF /4, EF /5 20 20 25 26 20 720 RECPT - 101. 130. OUTDOOR / IRRIGATION CONTROLS 25/3 27 21 28 20 900 RECPT - 101 COMP - 109 29 1000 30 20 900 RECPT - 100 20 COMP - 131 31 32 20 1080 RECPT - 104, 105. 106, 108, 131 SPARE 20 20 33 34 50/2 4000 RANGE 20 SPARE 20 35 36 4000 SPACE `-FACE 29 37 38 20 1200 REFRIGERATOR SPACE SPACE 39 31 40 20 1500 DISHWASHER COMP - 102 SPACE 41 42 20 1500 MICROWAVE 20 A B C PHASE 18.0 21.6 21.4 KVA CONNECTED LOAD SUMMARY TOTAL LOAD KVA AMPS Code Description KVA KVA CONNECTED 61.0 169.6 L Lighting 0.0 X 125% 0.0 CALCULATED 62.9 174.7 R Receptacles 10.0 X 100% 10.0 R Receptacles over 10KVA 0.6 X 50% 0.3 C Computers 0.0 X 1 0.0 SPARE CAPACITY: 22.3% 14 Motors 25.1 X 1 25.1 LM Largest Motor &7 X 1 % 10.9 REMARKS: K Kitchen 0.0 X 1 0.0 N Noncoincident 0.0 X 0% 0.0 0 Other 9.1 X 100% 9.1 Remainder 7.5 X 100% 7.5 39 • THREE PHASE PANEL SCHEDULE ID: Section: Location: L Enclosure: 1 OF 1 OFlush Voltage: 208/120, 4W Isolated Gnd TVSS Neutral Rating: 0 Main 225 Amps Lugs Main Breaker Thru Lugs Lugs Assembly AIC: 010K ELEC RM. 118 © Surface I © © 22K [ NEMA 3R DNEMA 12/3R © ['Feed ['Double 042K 0200% CODE DESCRIPTION VA BKR CKT PHASE CKT BKR I VA 1 DESCRIPTION j CODE LTG 1468 20 1 20 COMP - 122 O O O O t3 O O O O O O O O O O O O D U O LTG 1598 20 3 20 COMP - 123 LTG 1292 20 5 20 COMP - 121 LTG 1162 20 7 20 COMP - 124 LTG 1218 20 9 20 COMP - 117 LTG 1510 20 11 20 COMP - 117 LTG - EXTERIOR 210 20 13 20 COMP - 113 LTG - CONTROLS 100 20 15 20 COMP - 112 F RE ALARM 200 20 17 20 COMP - 111 SECURITY 500 20 19 20 COMP - 110 0 IRRIGATION CONTROLS 250 20 21 m 20 COMP - 109 COMP - 128 1000 20 23 20 COMP - 131 COMP - 128 1000 20 25 20 COMP - 109 COMP - 130 500 20 27 20 COMP - 100 SPACE 29 20 COMP - 100 SPACE 31 20 COMP - 102 S 33 20 COMP -- 128 S 35 20 COMP - 128 SPACE 37 20 COMP - 125, 126 SPACE 39 20 COMP - 127 SPACE 41 20 SPARE A B C PHASE 11.3 _ 10.7 10.0 KVA CONNECTED LOAD SUMMARY TOTAL LOAD KVA AMPS Code Description KVA KVA CONNECTED 32.0 88.9 L Lighting 8.5 X 125% 10.6 CALCULATED 34.1 94.8 R Receptacles 0.0 X 100% 0.0 R Receptacles over 10KVA 0.0 X 50% 0.0 C Computers 22.5 X 100% 22.5 SPARE CAPACITY: 57.9% M Motors 0.0 X 100% 0.0 LM Largest Motor 0.0 X 1257E 0.0 REMARKS: K Kitchen 0.0 X 100% 0.0 N Noncoincident 0.0 X 0% 0.0 0 Other 1.1 X 100% 1.1 Rernoinder 0.0 X 100% 0.0 L K J H G F C B A 1 2 3 1 4 5 I i 7 I • Is 1 11 EQUIPMENT CONNECTION SCHEDULE NOTES: 1. OUTLETS, DISCONNECTS, CONTROLLERS, AND EQUIPMENT CONNECTIONS FOR ROOF TOP AND OTHER OUTDOOR EQUIPMENT SHALL BE WEATHER PROOF. 2. LOCATION OF OUTLETS, DISCONNECTS, CONTROL DEVICES, AND EQUIPMENT CONNECTIONS ARE DIAGRAMMATIC AND TO BE LOCATED IN FIELD BY THE CONTRACTOR AS APPROVED BY THE ENGINEER. UNLESS OTHERWISE INDICATED ON PLANS, INSTALL SCHEDULED DISCONNECTS AND CONTROL DEVICES INSIGHT OF EQUIPMENT. ARRANGE WIRING AND EQUIPMENT TO AVOID INTERFERENCE WITH OTHER WORK AND TO MAXIMIZE ACCESSIBILITY FOR MAINTENANCE AND REPAIRS. 3. COORDINATE WITH THE OTHER INSTALLING CONTRACTORS TO ENSURE NEC REQUIRED ACCESS TO DISCONNECTS IS PROVIDED FOR EACH PIECE OF EQUIPMENT. 4. PROVIDE SMOKE DUCT DETECTORS IN HEATING AND COOLING SYSTEMS PER UNIFORM MECHANICAL CODE. SEE DIVISION 15 EQUIPMENT SCHEDULES FOR ADDITIONAL UNITS RATED OVER 2000 CFM AND PROVIDE DUCT DETECTOR AS REQUIRED. 5. WIRING BETWEEN EQUIPMENT DISCONNECT AND POINT OF CONNECTION SHALL COMPLY WITH NEC BASED ON EQUIPMENT NAMEPLATE RATING EXCEPT MINIMUM BRANCH CIRCUIT RATING SHALL BE 20 AMPERES. 6. SIZE OF DISCONNECT SWITCH AND MOTOR STARTER SHALL BE SIZED TO COMPLY WITH NEC REQUIREMENTS. 7. WIRING SIZES ARE BASED ON 60 DEGREE C. FOR AMPACITIES 100 AMPERES AND LESS. FOR FEEDERS LESS THAN 100 FEET IN LENGTH, CONDUCTOR SIZES MAY BE SELECTED BASED ON 75 DEGREE C. WHERE EQUIPMENT INSTALLED IS LABELED FOR 75 DEGREE C. WIRING. 8. SCHEDULE LEGEND: • = FURNISH AND INSTALL NEW UNDER DIVISION 16 0 = INSTALL UNDER DIVISION 16; FURNISHED WITH EQUIPMENT OR BY OTHERS X = FURNISH AND INSTALL BY OTHERS (NOT DIVISION 16) * = EXISTING, RELOCATED EQUIPMENT. P O? 249? 12 I 13 I 14 IS w Huirz BHUC i0es' teasell'w' ew jiacers. lac. 3407 swim, 31.t ?gent. %Me 200 ltegepros. rR 10107 - (T0 311113 7 fir (224213-3010 - gersinaltattataaaeme Ili ARCHITECTURE www.bjssdb.com 724 Columbia Street NW Suite 400 Olympia, Washington 98501 T 360.943.4650 F 360.357.9022 108 First Avenue South Suite 200 Seattle, Washington 98104 T 206.340.1 552 F 206.340.0412 W U EE O Z O� ~ q J DC vi) z CI < U- Joe NO. 23032 DRAWN BY CHECKED BY DATE 8-21-03 lervisiopis G 2 1 ?CiC3 .f T .4*,TE SCHEDULES I TUKWILA SCHOOL DISTRICT IE 278.0 FFE = 280.50 BUILDING RIM 279.50 IE 77. CLEAR OUT AT END OF 111E 274.50 fR lE 1271.00 1 1 TEE 274J50 FD IE 4271.00 I 1 W COR WA 0.6' W. PR LINE NOTE: AF1ER CONSTRUCTION IS COMPLETED, REPAIR AND REPLACE DAMAGED FEATURES WITH UKE CONSTRUCTION. CLEAN AND RESTRIPE PARKING. EXIMILIMUDEIIICEM maw 11RAY INFONSIVION was =NM F TIDE SOURCES III 1 E - OF MEW MIES Wit casr Oil SINE 1110IT NE mar WICK& 9L E SOLELY MIESPONSIIILE FOR RELOCIOION OF COMMIS Ems: MIES mom SIMI at NEIL CARL RIR LAS W U 4 ANIMA ROIL V 1 C •CC x\ CG itt 11 1 \ 11 1 1 11 1 1 1 1 1 _I I 1 r f t . N8r48 ur %mir► we 4 1 1 X�r % Y. I k \� It t 1 It 1 1 It 11 rr I I1 MET M r +277.96 r � 1 i i � � =sus.., ( -s) N1EREPTOR TRENCH PLAN 10 SCALE SW 1/4 SE 1/4 SEC. 15, TWN. 23 RNG. 4E W.M. • ' \ O r ` \\ \\ $ r \ I r OR WALL PROP F FENCE C LINE LT 0.4' W. LINE P T R =- 275.22 IE-A267.12 IE= 66.92 (4 ERMEILIMMILMINteinillaigilL eros�oN caul 118 NIE i 10► 'NE MIS ON ME SE RAIL 11E CONIRACIOR 5 IE IE RIR ' BIS1i18AAu1 IrO MINNENINCE W Ni BIOSION COMM. NEISINIES. ND SILIPOION OF MOM OR PROPOSED ORIMAIE BOUM 31/1101 E ItlDI1131. C'a MILL E WEN 10 PAW E SUS la a e 2• GAPE VALVE E 27500 - PVC OUT ROUTE TO ROOF LEADER STEEL CABLE LANYARD LOCKING FRAME AND GRATE RIM 276.33 AND cHe ac vx. � SLOPE SIDES PUMP STATION DETAIL NO SCALE X TEWDON TAN( DETAILS s 3/4' TO 1. 1 1/2° WASHED DRAIN ROCK INT. TRENcH/cUTOFF DRAIN IN 1RDICHAWG j ., �. �- , •y r a••••••■■••■••• a EXTEND TRENCH 6" MIN INTO GLACIAL TEL OR IMPERIAOUS LAYER PUMP PANEL AND CONTROLS o N ATTACH ALARM LIGHT, AUDIBLE ALARM AND POKIER DISCONNECT PANEL TO ADJACENT MASONRY WAU 268.00 - GRASS OR LANDSCAPE PER L SCAPE PLANS 2 __ Or 7-- PROVIDE coprmai. PAS. AND INSTALLATION OF PUMP PER wANUF: PEW 6" PVC, E PER PLANS E NOTE: PLACE CLEANOUT EA. END OF TRENCH. SEE PLANS. "ME 2 PRECAST 18" YAlHOIE OR G7CFB/lSri /-9.8S DEEP 9 - -- - r UNE IN FROM INTERCEPTOR TRENCH 125 GPM. 230 VOLT SINGLE PHASE SUBERSBLE PUIP, ORQUALIIC SK1001@ GRANULAR FILL OVER FILTER FABRIC TRENCH DRAIN WALL 'WAFT 140N FLIER FABRIC TO PREVENT SOIL CONTAMINATION � tN�9�',APE �Bt LAID9CAPE RAMS FO Inc a. as BELOW _. TIP. ~'ter =: Date COSTING DICE MASONRY ML These plans hare been reviewed by the 'Public Works Derarrtnent for crmfnrmancc with current City standards. Acceptance ix tmhject to errors and omissions which do not imborize violations of adored standards cc ordinance& The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or merisiors to the.e drawings after this dote will void this acceptance and will requite a resutwttitts1 of revised drawings for subsequent approval. Final acceptance is sablert to field inspection by the Public Works mIities itrsrector. Date: FILE COPY understand that the Pta7 C Apr: va's are sub;ect to errors aro o' -• sssc - 5 a app'ova of pans does n.pt av he -mac"' t. of ar adc pted tractor's cop/ of app ov : p rs a :icy c jecged. HORIZONTAL ice K.C.A. -- BASED ON THE SOUTH LIE OF 'THE QWIR'TER OF SECTION 15, TOIIINSHIP 23 NORTH, RANGE 4 EAST. NORM 8T49'18' EAST CONSTRUCTIQN SEQUENCE AND PRgCFDURE; PROPOSED DEVELOPMENT OF COMMERCIAL. PROPERTY WILL INCLUDE SITE GRADING AND EROSION CONTROL MEASURES DESIGNED TO CONTAIN SILT AND SOIL _ WMiTHIN THE PROJECT BOUNDARIES DURING CONSTRUCTION UNTIL PERMANENT EROSION CONTROL MEASURES ARE IN PLACE. EROSION CONTROL WILL BE ACHIEVED BY A COMBINATION OF STRUCTURAL COVER MEASURES AND CONSTRUCTION PRACTICES TAILORED TO FR THE SIZE , BEST MANAiGEMENT PRACTICES (BLIPS) WILL BE EMPLOYED TO PROPERLY CLEAR AND GRADE THE SITE. BEFORE ANY CONSTRUCTION BEGINS ON- -SITE. EROSION CONTROL MEASURES SHALL FIRST BE INSTALLED. THE PLANNED CONSTRUCTION SEQUENCE IS AS FOLLOWS: 1. HOLD THE PRE -CONSTRUCTION MEETING WITH TUKWILA PUBLIC WORKS, WATER DISTRICT #125 AND VAL WE SEWER DISTRICT. 2. FLAG OR FENCE CLEARING MITTS. 3. POST A SIGN WITH THE NAME AND PHONE NUMBER OF THE ESC 4. INSTALL CATCH BASIN PROTECTION, IF REQUIRED. 5. GRADE AND INSTALL S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES. PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE SURFACE WATER CONTROLS OR EROSION CONTROL_ MEASURES, OR INSTALL NEW MEASURES .S0 THAT AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNIWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. 13. STABILIZE ALL AREAS WITHIN SEVEN DAYS OF THING FINAL GRADE 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE BAPS F APPROPRIATE CONTRACTOR MUST DESIGNATE MI AREA FOR WASHING EQUIPMENT AND CONCRETE TRUCKS TO CONTROL RUNOFF AND PREVENT ENTRY INTO STORM DRAINAGE • 0 5 ,7 RET 20 CALL BEFORE YOU Dp (800) 424-5555 REFERENCE SHEEP C,-21 APPROVED FOR CONSTRUCTION G I SIMUY WERNICAL NOM 07Y OF RAMA - NA10 2)03 -259 88 • 11 4 E-E4 � Ao o g O 14 can .4tt 0.4 ;14 W 3 P Z 11111111611111; SOIM AUL SOG 1244 AS.SHOWN r.. U O A z x °� a z a od :94 P' i . , : 1 2,- ;4 : , r 4 f4 ril P p' a - ,„,, • N....0 a H y M I II� �1111� :11 F 2,3366 1 [ CDSI sw. OF I • r