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Permit D04-326 - NORTHWEST IRONWORKERS UNION - TENANT IMPROVEMENT
NORTHWEST IRONWORKERS UNION 4550 S 134 PL D04 -326 Z w J U. 0 to 00. W = J H w 0 is w =W z z �.. H 0 Z 1— 1/1 uj n U co oI w• w co U N _ 0 Z r . .M Cit y at Tukwila � DEVELOPMENT PERMIT Parcel No.: 2613200005 Address: 4550 S 134 PL TUKW Suite No: Tenant: Name: NORTHWEST IRONWORKERS UNION Address: 4550 S 134 PL, TUKWILA WA Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: Contractoi PACIFIC NW IRONWORKERS &EMPL ATTN MILT SMITH, 701 FIFTH AVE STE 2200 STEVE BECK 4214 SUNNYWIDE AV N, SEATTLE WA HOWARD S WRIGHT CONST CO PO BOX 3764, SEATTLE WA License No: HOWARSWO44OZ Phone: Steven M. Mullet, Mayor- Steve Lancaster, Director D04 -326 01/20/2005 07/19/2005 Phone: 206 - 632 -2031 Phone: 206 - 447 -7654 Expiration Date: 09/26/2006 DESCRIPTION OF WORK: TENANT IMPROVEMENT - REMODEL 3,684 SQ FT PORTION OF EXISTING OFFICE AND TRAINING FACILITY. WORK INCLUDES WALL REMOVAL, CEILINGS, DOORS, RELIGHTS AND SERVICE WINDOWS. MECHANICAL AND ELECTRICAL WORK BY SEPARATE PERMIT. Value of Construction: $73,680.00 Fees Collected: $1,664.90 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 0008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: doc: IBC - Permit D04 -326 Printed: 01 -20 -2005 Permit Number: Issue Date: Permit Expires On: Departn:eitt of Comm itity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tulnvila.wams Z Z W � D 00 N CO) N U w 0. LL Q CO D = �w Z �0 Z 11-- U� O� � I— w LL O W Z L) O Z MOW N4 o I � Q i 199 I Water Meter: Cit y ai Tukwila Steven M. Mullet, Mayor '\, y Department of Community Development �0 6300 Southcenter Boulevard, Suite #100 2 Tukwila, Washington 98188 / Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: ci.tukivila.wa.us N * *continued on next page ** Steve Lancaster, Director doc: IBC-Permit D04 -326 Printed: 01 -20 -2005 Z W U UO. W= J F.. N U- W O J. LL Q fI� H' _'. Z �. H O. Z H LLI U 0' N O— ,C3 E-- W UJI. H t� 0 r . L L O lIJ Z U N: O Z O/ 1908 City ojL'Tukwila Department of Conintuttity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us Permit Number: Issue Date: Permit Expires On: Steven M. Mullet, Mayo- Steve Lancaster, Director D04 -326 01/20/2005 07/19/2005 Permit Center Authorized Signature: Date: 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 constructiop7or the performance of work. I m authorized to sign and obtain this development permit. Signature:- 1 1 . 2 - -0 105 Zv S ° S � (V -e- � C/ (TI a e C- (� Print Name: 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. doc: IBC- Permit D04 -326 Printed: 01 -20 -2005 Z � C~ JS— W . JU L) 0 N W = H. CO LL WO J � a, =W Z� zo W �5 �o o r'— w w, u. O w Z CO 0 }" Z R -� City of Tukwila face Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 2613200005 Permit Number D04 -326 ! Address: 4550 S 134 PL TUKW Status: ISSUED Suite No: Applied Date: 09/03/2004 Tenant: NORTHWEST IRONWORKERS UNION Issue Date: 01/20/2005 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 6: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 7: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 8: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 9: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 10: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 11: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 12: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 13: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 14: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of doc: Conditions D04 -326 Printed: 01 -20 -2005 z �Z ~ w � JU UO CO J = H �w W 9_J LL Q WD = �w z 11_O w ~ w U ON o i- wW LL F- 0 ..z W U= O z k ON ON Ci of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Public Health - Seattle and King County (206/296- 4932). Z I Z 15: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department J— of Labor and Industries (206/248- 6630). W D 16: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, v o any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits CO presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila w H shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the CO L Building Official from requiring the correction of errors in the construction documents and other data. w O 17: ** *FIRE DEPARTMENT CONDITIONS * ** Q CO � 18: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the = a following concerns: Z 19: Maintain fire extinguisher coverage throughout. Z � w 20: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available o for use. These locations shall be along normal paths of travel, unless the fire code official determines that the o N hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) o H w 21: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) U- z ui 22: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle v co is engaged from inside the tenant space. (IFC Chapter 10) p Z 23: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 24: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 25: Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. (IFC 901.4) 26: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 27: All new srpinkler sysetms and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 28: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 30: 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 doc: Conditions D04 -326 Printed: 01 -20 -2005 t ,a'' .ir �•� pf1i, d' ��: 't •. :te 'i'�-�":u�it'`'� #' � 'i".�Xii� -.t .t:.. }..� ?. .. -� City of Tu 1 19C6 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (IFC 703.1) Z 31: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed W description of intended use. 32: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of v O: such condition or violation. N o wi 33: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. W 0 J. * *continued on next page ** u- � d . F--- W' s = F- O Z F-- 5 D ❑' C ; O 0 F- WW U-- O . Z. N O Z -20 -2005 doc: Conditions D04 -326 Printed: 01 ..� City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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 specil=led 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. Signature: Print Name: Date: f 2, 1 05 M i dov. Conditions D04 - 326 Printed: 01 - 20 - 2005 Z Z . D . 0 0. Cl) 0 U) 111t J H CO U. 111 a_ ¢ CO)d �_ }- O Z R W UJ Dp O co, O I-- W W; 1=- U LL ~O Z CO H =` Z iu; was 0 s - 1908 i CITY OF TUKWILA �. Community Development - epartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 4 , King Co Assessor's Tax No.: 2 G 3 2- 0 - dads "O �o Buildtng Perin, 64 13 4 f� N o a ce Suite Number: 102 Floor: � Sr Tenant Name: N OjL4 - :hk je,4 l royAW 0r615 Mechanical'e i OVI\ New - Tenant: E] .... Yes ®..No Property Owners Name: N oy+V1 W eSf y onwol- Uh i D ►1 Public Works Permit No Mailing Address: 455 5 'OV + 13 4 Q a C e- ; 1 V 1<W t 10, wA 98/68 Project No. `•1 . °, City State Zip r " r i 5 i (For'o ce use,ot! Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION CONTACT PERSON. Name: Sfe•ve be-A Day Telephone (z 0 6) 63Z - 2a31 Mailing Address: 119 1T Sunv y51de Ave N 5,e - a+Re WA 98103 City State - Lip E -Mail Address: 5 beLk Co h i@ 1 X . I e4com - G awl Fax Number: ( 2.0 6) G 32 - z oil GENERAL CONTRACTOR INFORMATION Company Name: I�0 5 IQ�-�ed Mailing Address:__ Contact Person: E -Mail Address: City State Zip Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD - All plans must be wet stam "ped by Architect of Record Company Name: Steve (3e K COY1 Lk I fIVh , Mailing Address: x--2 S u v1 w,/ S i d2. A ve N &:V - H e_ W A 98 1 o-� 2 City State Zip Contact Person: S�y e 13 a- ( Day Telephone: C 2.O ro) 632- 2-0-3/ E -Mail Address: 5beCKcon @ `t • ne+c Otti1 (f orY) Fax Number: (2-0 (o �O3 Z- 2-03 ENGINEER OF RECORD -All plans must be wet stamped by 'Engineer of Record , Company Name: J, L ou !q P. S. 5't'ru I &h ne e1- s Mailing Address: F 4. EoK S �q 8(a RQi io vN K16 G 90 5 8 ` / -� City State Zip Contact Person: . D' t 1'1 �(OU t'1G1 Day Telephone: 2- S) Z Z' - - 285�U E -Mail Address: 0 y h Q S e m S n - C 0 Wl Fax Number: , iapplications\permit application (3.2003) 3/2003 P age i s Z =Z �W UO to 0 CO W J = H to U_ WO Lj to d = W 1-- _ Z� 1= 0 Z �5 UC3 N O WW U LL —0 W Z U= O H- Z King Co Assessor's Tax No.: 2 G 3 2- 0 - dads "O �o Site Address: 4 5,50 S 0 13 4 f� N o a ce Suite Number: 102 Floor: � Sr Tenant Name: N OjL4 - :hk je,4 l royAW 0r615 U V) i OVI\ New - Tenant: E] .... Yes ®..No Property Owners Name: N oy+V1 W eSf y onwol- Uh i D ►1 Mailing Address: 455 5 'OV + 13 4 Q a C e- ; 1 V 1<W t 10, wA 98/68 City State Zip CONTACT PERSON. Name: Sfe•ve be-A Day Telephone (z 0 6) 63Z - 2a31 Mailing Address: 119 1T Sunv y51de Ave N 5,e - a+Re WA 98103 City State - Lip E -Mail Address: 5 beLk Co h i@ 1 X . I e4com - G awl Fax Number: ( 2.0 6) G 32 - z oil GENERAL CONTRACTOR INFORMATION Company Name: I�0 5 IQ�-�ed Mailing Address:__ Contact Person: E -Mail Address: City State Zip Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD - All plans must be wet stam "ped by Architect of Record Company Name: Steve (3e K COY1 Lk I fIVh , Mailing Address: x--2 S u v1 w,/ S i d2. A ve N &:V - H e_ W A 98 1 o-� 2 City State Zip Contact Person: S�y e 13 a- ( Day Telephone: C 2.O ro) 632- 2-0-3/ E -Mail Address: 5beCKcon @ `t • ne+c Otti1 (f orY) Fax Number: (2-0 (o �O3 Z- 2-03 ENGINEER OF RECORD -All plans must be wet stamped by 'Engineer of Record , Company Name: J, L ou !q P. S. 5't'ru I &h ne e1- s Mailing Address: F 4. EoK S �q 8(a RQi io vN K16 G 90 5 8 ` / -� City State Zip Contact Person: . D' t 1'1 �(OU t'1G1 Day Telephone: 2- S) Z Z' - - 285�U E -Mail Address: 0 y h Q S e m S n - C 0 Wl Fax Number: , iapplications\permit application (3.2003) 3/2003 P age i s Z =Z �W UO to 0 CO W J = H to U_ WO Lj to d = W 1-- _ Z� 1= 0 Z �5 UC3 N O WW U LL —0 W Z U= O H- Z !BUILDING PERMIT INFORMA- '�.�ON = 206- 43,1 =367Q Valuation of Project (contractor's bid price): $ ' - 7 -L 3 ? 680 Existing Building Valuat ion: $ Scope of Work (please provide detailed information): f�Q ►'Yl QcF�) 3, (0 8� S ,F J: // - td ►, O Will there be new rack storage? [] ..Yes ❑ .. No If "yes ", see Handout No. for requirements. ...Provide All Building Areas in Square Footage Below . PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area 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: 3 Compact: Will there be a change in use? ❑ ....Yes f' ..No If "yes ", explain: FIRE PROTECTIONIHAZARDOUS MATERIALS: 0 .. Sprinklers ❑ ..Automatic Fire Alarm ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ .. No If "yes ", attach list of materials and storage locations on a separate S -112 x 11 paper indicating quantities and Material Safety Data Sheets. o x yq e'1 L c (m4ed `p V aw ll\� tapplicationstpermit application (3.2003) 312003 We I Z �Z '~ W JU 0 U) 0 W= J �. CO) LL WO U? CO = W I— _ Z� !-- O R LLI W 5. U� O N 1] I-- WW F_ u. O Z CO O F- Z -:: Existing Interior Remodel Addition to Existing Structure New Type of Construction. per UBC Type o Occupancy per UBC P' :Floor �-8D S.. .6e`f SF. NO rl e Non V5 /Vti 13'I H -- q 2" Floor ,r NaVA e Nome OVA 9- Y Floor. . Floors. . -:' thru Basement ' Accessory Structure* Attached Garage :Detached Garage Attached Carport Detached Carport. . Covered Deck Uncovered Deck PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area 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: 3 Compact: Will there be a change in use? ❑ ....Yes f' ..No If "yes ", explain: FIRE PROTECTIONIHAZARDOUS MATERIALS: 0 .. Sprinklers ❑ ..Automatic Fire Alarm ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ .. No If "yes ", attach list of materials and storage locations on a separate S -112 x 11 paper indicating quantities and Material Safety Data Sheets. o x yq e'1 L c (m4ed `p V aw ll\� tapplicationstpermit application (3.2003) 312003 We I Z �Z '~ W JU 0 U) 0 W= J �. CO) LL WO U? CO = W I— _ Z� !-- O R LLI W 5. U� O N 1] I-- WW F_ u. O Z CO O F- Z MECHANICAL: PERMIT INFV`MATION - 206 = 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: `J P. n-V 0..e Pe rm ( Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** .J . Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... [] Commercial: New .... Fuel Type Electric ..... ❑ Gas .... R Replacement .... 0 Replacement .... F1 Other: Indicate type of mechanical work being installed and the quantity below: . Unit Type: Qty: Unit Type:: Qty . 'Unit Type:::; Qty Boiler /Compressor: Qty Furnace <IOOK BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >IOOK 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 I- lent/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind ; PERMIT APPLICATIONNOTES= Applicable to all perm><ts in this appticat><o11i 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 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Mailing Address: 2 1 1' S u vN nVl ( d-Q A-le Date: 8/2 F f d Day Telephone: City State Date Application Accepted: i Date Application Expires: St nitials: oy 3 0 C i lapplicalionApetmit application (3. 2003) 3/2003 Page 4 Z '~ W UO W H N ti WO LL N� = F. W Z F- F- O Z F_ LLJ U� ON C1 E- Ww H LL —0 Ili Z U= O H Z � A City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 2613200005 Permit Number: Address: 4550 S 134 PL TUKW Status: Suite No: Applied Date: Applicant: NORTHWEST IRONWORKERS UNION Issue Date: D04 -326 APPROVED 09/03/2004 Receipt No.: ROS -00073 Initials: SKS User ID: 1165 Payment Amount: 1 Payment Date: 01/20/2005 10:35 AM Balance: $0.00 Payee: STEVEN J. BECK TRANSACTION LIST: Type Method Description Amount Payment Check 3819 1,010.80 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 1,006.30 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 1,010.80 z z`. W 3 UO wx CO) LL WO CO) d =w Z F- ' ZO 2 W U O N 0 1— WW F- V LL O' tlJ z U= z s � Igoe - C ity of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 2613200005 Address: 4550 S 134 PL TUKW Suite No: Applicant: NORTHWEST IRONWORKERS UNION Permit Number D04 -326 Status: PENDING Applied Date: 09/03/2004 Issue Date: Receipt No.: R04 -01188 Initials: BLH User ID: ADMIN Payment Amount: 654.10 Payment Date: 09/03/2004 01:28 PM Balance: $1,010.80 Payee: STEVEN J. BECK TRANSACTION LIST: Type Method Description Amount Payment Check 3710 654.10 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 654.10 Total: 654.10 s r doc: Receipt Printed: 09 -03 -2004 Z � J V 00 w= J � Co W w LL ¢. U) d I- O Z F- W LLJ �O . 0 F- wW U_ U- f- -O ui Z O Z INSPECTION RECORD U Retain a copy with permit p J INSPECfrON NO. PER I r CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: � � t4 V\ Type of Inspection: 'V Address: f2� +550 Date Called: Special Instructions: Date Wanted: a.m p.m. Reques e . v P OP : Y) Mb i� i p er a pplicable codes. Corrections req uired riot to a a' p p q prior approval. t • A Inspector Date: "/ k6tt! I) � \,% � . -A A I G - 7 0S $58. REINSPECTION F REQUIRED. rior to inspection, fee must be pai at 6300 Southcenter lvd., Suite 0. Call to sechedule reinspection. RecWt No.: IDate: Z S F' �W JU U CO . J= 0 L WO 5. U. U� 2 �W Z I— O W ~ W U� O co o ff W �U u_ z 111 U= O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE IT 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 per applicable codes. Corrections required prior to approval. . .1 •t MM Inspect Date: l r ap 'S 0 REI NSPECTION F REQUIRED. Prior o inspection, fee must be t 6300 Southcenter Blvd., Suite 100. all to sechedule reinspection. 1 11e e' t No Date: i la Z Z . c W l�l C JU UO Wx LL w 0 � QQ LLQ N _CY F- W ?x WO �5 U� O� o �_ w u. 0 .Z W U= O Z Type of Inspection: k y �r A ress: 1% DatecCalled — Special Instructions: Date Wanted: Ca.,m.. � p.m. Requere � �• Phone No: ` <- '7 per applicable codes. Corrections required prior to approval. . .1 •t MM Inspect Date: l r ap 'S 0 REI NSPECTION F REQUIRED. Prior o inspection, fee must be t 6300 Southcenter Blvd., Suite 100. all to sechedule reinspection. 1 11e e' t No Date: i la Z Z . c W l�l C JU UO Wx LL w 0 � QQ LLQ N _CY F- W ?x WO �5 U� O� o �_ w u. 0 .Z W U= O Z i' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE NQ- CITY OF TUKWILA BUILDING DIVISION :. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Ty a of Inspectio Address: ` Date Called: Special Instructions: Date Wanted: (- m, Requester: Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: • �, lIJ Af Inspector: D • / � /) ,/� $58.00 REINSPECTION FE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: '1 I I I Z Z W C QQ G JU UO w� CO) u - WO J U- Q = W H { ZH ZO U� O N OH WW H� ILL O 111 Z U CO) I•- H O Z INSPEC '1O� RECORD Retain a c py permit INSPE 10 NO. 1 P IT CITY OF TUKWILA BUILDING DIVISION �. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type oIf peFtion: Address: Date Called: - Special Instructions: Date Wanted' a.m. Reques r �- Phone N El Approved per applicable codes. ® Corrections required prior to approval. ... 1 r $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z '- W Q � Q JU UO CO 0. U) LLI �� S2 LL WO LL a =a I. W Z H F- O w �5 U ON o� W W U �. ~O ..z W U— O Z d�1�, '�} y�J'�R"K- ��ii �' 'l� Fo t er t�tl. t ,• �. .:1, r ., INSPECA6O RECORD Retain a coQy with permit " INSPE ON NO. P T O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Approved per applicable codes. El Corrections required prior to approval. Receipt No.: Date; Inspector: ',,/,,, � Date: —1 , �-s ._. ❑ $58.00 REINSPECTION F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z W e QQ G JU U Q W = CO LL. W O LL � =w f- O W ~ W 0 (o Q F- WW ~ F LL O w Z U N O Z Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: d�1�, '�} y�J'�R"K- ��ii �' 'l� Fo t er t�tl. t ,• �. .:1, r ., INSPECA6O RECORD Retain a coQy with permit " INSPE ON NO. P T O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Approved per applicable codes. El Corrections required prior to approval. Receipt No.: Date; Inspector: ',,/,,, � Date: —1 , �-s ._. ❑ $58.00 REINSPECTION F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z W e QQ G JU U Q W = CO LL. W O LL � =w f- O W ~ W 0 (o Q F- WW ~ F LL O w Z U N O Z INSPECTION RECORD r f Retain a copy with permit 7 �� INSPECTION NO. PER I NO- CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: _ Type of Ins tion: Addres ; Date Called: Special Instructions: Date Wanted.* Requester: Phone No: Receipt No.: Date: 0 z Z Qr W i JU 000 CO 0 U) H (0 L W ° �. J. LL. Q ol. �W ZF ZO �p O- f] t— WW �U �6O ed Z U N P�. O Z $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee�must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. U��n•l.�' :� � �(y, i1 .} 1 .SS f ' Y i .}i i . h S : L C INSPECTION RECORD �! L i Retain a copy with permit iNSPE ry No. PE ! O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 -3670 Project: NW - ironworkers T � pe of In ection: e i i no Address4550 5 P1 Date ailed: _ � Special Instructions: Date Wanted �..� 6 _ 05 a.m. p.m. Requester: d S pencer Phone No.��wS�C!'�0 Receipt No.: Date: Z = Z M UQ CO) w= H LL wo 9 J LL Cl) M � W Z I— ZO Ill LU U� 0 F— WW H� u. O. LLi z U CO 1= � O Z $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. I INSPECTION RECORD r Retain a copy with permit INSPECTION NO. P CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection ' Address: / Date Called: Special Instructions: Date Wanted: Requester: . Phone No: Approved per applicable codes. M Corrections required prior to approval. Receipt No.. Date: �Z ;= Z QQ W� JU U 0 0 CO C0 Ill J CO U- W O � QQ LL Q _ F. W Z= H W �5 U O� 0 H WW H C.). O .Z W U O Z L.J paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. / INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Addr ss:' �� �,, Date Called: _ Special Instructions: Date Wanted: �^ a. /mac l p.m. "J Requester: Phone No: roved per applicable codes. Corrections required prior to approval. COMMENTS: e C 2Lc Inspector, Date: y $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date. Z Z �W ! C �U 00 W= CO) LL WO La N �. = a H =. Z� I— O W ~ W U� .O CO) OH W H� LL O •• Z W O Z ' #lt;• "giY�nriy S^t�'ijr� Yt , � i wi✓ ;t� 5+t a r ° .c .�i t f S ` r . t . � t1f ' ' INSPECTION RECORD '' J ` Retain a copy with permit INSPECTON NO. PER T CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P je t: { Q Typ f Inspe ion: Ad r s� � v c ate Called: I 11 1. h Z ] Special Instructions: Date Wanted•. P.M. Request r: c I Phone V Approved per applicable codes. F1 Corrections required prior to approval. t -, , 1 Inspector: �✓ Date: Fj $58.00 REINSPECTM frBlvd., REQUIRED, Prior to inspection, fee must be paid at 6300 Southcent Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z �W UQ CO W (0) LL W O LLQ ND = W z� ZO W W U� �_ O t— WW H F- LL O tii z H _ Z ..-. ,�... ter_ ,-.. ... ,--. __. ...-.. .. _. _ .._ .. .. _... .. ..., ._..�... ., .��� if —r^ _. , •;� ell INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE N . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 g(26)431-3670 Pro'Lect Type A I spe ion: A714) t)owAtu Joia-7 Fl Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4 i& Inspecto r/ 1Date: M $58.00 REINSPECTION It-#. REQUIRED. Prior to inspection, fee must be action. Receipt No.: Date: Z X Z W 00 Cj) 0 Cf) LU W 3: J I.- CO U. WO 2 � 9-1 U- CY Z �- 0 W �-' LLJ tLj 0) 0 Q H W H u LL 0 W z U N H X, 0 z Address. 0 c Date Called: — 2,1 4/ W5 Special Instruttions: �.- � I��f Date Wanted: a.m. Requester: Phone No: Fl Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4 i& Inspecto r/ 1Date: M $58.00 REINSPECTION It-#. REQUIRED. Prior to inspection, fee must be action. Receipt No.: Date: Z X Z W 00 Cj) 0 Cf) LU W 3: J I.- CO U. WO 2 � 9-1 U- CY Z �- 0 W �-' LLJ tLj 0) 0 Q H W H u LL 0 W z U N H X, 0 z INSPECTION RECOR Retain a copy with permit INSPECTION NO. PERMIM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. Proje Type of Ins Lection: ) vw )MA JJVJJ , A dress- s, M Date Called o A9 1SpdciM Instructions: Date Wanted: Requestep, n vx Phone No: V Receipt No.: Date: z Z LU L) L) 0 CO 0 U) W LU CO LL UJ LL CO CY LU Z M. F- 1-0 z �— W LU, 5 U j3 C0 0 W W LL W z O z paid at 6300 Southcenter Blvd., Suite 100. Cal.l to sechedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspe. ti Address: rssv 'S. /3 /" Date Called: -` /- /, --, - " Special Instructions: Date Wanted: .rn, p.m. Requester: i Phone No: 61( A n Ai-? A4-'. r v ' G iM A OVA k R . App ove per applic le codes. Corrections required prior to approval. COMMENTS: ? 0 22 1 Z )� L m 6e n- cc, i k I 61( A n Ai-? A4-'. r v ' \l 1 ti 1 ncc Inspector: Date: $58.00. REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: z � Z C W C J U0 CO) S2 U. WO U. Cl) = ar f ... w z Z O I- . W LLI �p U O N Q li— WW H- lL 0 111 z U co 0 z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. 4 f f I' m Inspector:, r ��' Date: .--- i Q $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be }a paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: _ 1 P 'ec � Q CDA^ Type of Inspe to wtft' l � M COMMENTS: Add e �� Date Called: L Special Instructions: Date Wanted: a . .m. Requester: Phon�No: � ��•, COMMENTS: r- Z ;H Z �W JU U0 w= H 0) �J Z H ' WO W U� ON WW �O W Z U= O Z fit?. Yx: z�s'`, �"' iit `V= .......'S.4" -. ''!`•. .., .. �... ;. .... INSPECTION RECORD �5 Retain a copy with permit INSPEFION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 -3670 Proj ,, ion: Type of Inspection: � dress: Date Called: Special Instructions: Date Wanted: Requester: Phone No: ❑ Approved per applicable codes. ri Corrections required prior to approval. Receipt No.: Date: 0 Z QQ SZ �W c Q i 3 UO W= J �.. . CO LL WO LL co) = FW HO Z F- W W U� O� 0 l'— W W h=- H ll. O z U= .~O F- Z t-- i paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD *(2 Retain a copy with permit IN criON NO. O. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 31 -3670 Project: Type of Inspection: Address: ate e Special Instructions: Date Wanted: ^� Requester: .y- •— Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: i ! !w $58.arCREINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z Q ~ N W LL L . �U UO LU W J � N L W L L CO) _ d F" W Z H Z O LU W. �p U o� WW U O .Z W U� b H O Z INSPECTION RECORD Retain a copy with permit (/ ° INSPECTION N0. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: 1 ..���.n� -� Type of Inspection: f� r = Vk� Add ess: 113 yr' Date Called: 3 17 -off Special Instructions: .mot, Date Wanted: a.m. Requester: Phon o• Fl Approved per applicable codes. Corrections required prior to approval. COMMENTS: .mot, L - 7/— Inspector - Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date; :1 I Z ;F-- Z �W c C 5 0 CO CO) LLI J W WO J LL S2 d �W Z = WO W U� N o� W F-P O •Z W UN O Z IN SPECTION N' PECTION RECORb'' M Retain a copy with permit 324� INSPECTINO. L i W6 PE MI MI CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6) 31-3670 Pr 01 V * t Type of Inspection: VI Z�V� IVOV2�� z I Receipt No.: I Date: I Z U 00 W W M U. WO LL a J - UJI z 0 W �- W UJ fy 0 W111 LL 0 Iii Z 0 Z IJ paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Address: Date Called: Special Instructions: Date Wanted: a.m. Requester 0 Phone No: I Receipt No.: I Date: I Z U 00 W W M U. WO LL a J - UJI z 0 W �- W UJ fy 0 W111 LL 0 Iii Z 0 Z IJ paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,�..., : , air. ... rq.,:, y� _,r...p- ..o„-- ...,. >,.� ......: ....................:... _..., ...., _... ,:.�.... .. .. INSPECTION RECORD L Retain a copy with permit "'� �°z fNSPEGTtON NO. PE N . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 Pr * ct: Type of Inspection: ddress: Date Called: Special Instructions: Date Wanted:. - a: m. t� r P.M. Requestf Phone No: LL t .J %jApproved per applicable codes. Corrections required prior to approval. COMMENTS: a / Ll y , Receipt No.: Date: C r Inspector: � • �' Date: © $58.00 INSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter lvd.,'Suite 100. Call to sechedule reinspection. � z ' W 00 0 W = ci ~. LL W J LL N� Z S H. ZO �5 U� 0H W lL HF u6 O ui z U co, b� 0 z INSPECTION RECORD / Retain a copy with permit INSPECTION NO. PE I CITY OF TUKWILA BUILDING DIVISION r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 20 )431 -3670 Pro'ect: Type of Inspection: Address:� S � � � Date CaIIed: Special Instructions: Date WA ted: M. Requester: x � Ph o No: 0 �. n, Receipt No.: Date: f' �5 Z J- Z W �U UO CO CO) LU J = F^ CO) LL WO J LL = Cy �.. W Z = F- WO �5 U� C0 0 H W H� LL O (Ii z U O Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 77 * ft; j Type of Inspection: v �� Address: Date all d: 3 Special Instructions: � ��� �/7 ) � Date Wanted:, Requester: Phone No: I Fl Approved per applicable codes. Corrections required prior to approval. COMMENTS: i es tj� ' Insp ct r: Date: ) e A. p $ 1 8.00 REINSPECTION E REQUIRE . Prior to inspection, fee must be aid at.6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: r i f z t` z ce W QQ � JU 0 CO w� S2 LL W �J U. � �W Z ZO W co U D f— W W U= O~ z - 7 - - - ns'_ I X_ 8 City of Tukwila Steven M. Mullet, Mayor Fire Department TUKWILA FIRE DEPARTMENT Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: " Ail" 'A Ilk Authorized Signature FINALAPP.FRM Rev. 2/19/98 Thomas P Keefe, Fire Chief A Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4437 Z ~ w W �U 00 NO CO W W X J F- S2 U_ W 2 � LQ Cj) W X Z F- F_ 0 Z I_ W LLJ 5 0 0 (0 0 0 F_ W U J L ) U- W Z 0 (0 P 0 Z MAYES TESTING ENGINEERS, INC RAGES \lE MAY 12 2005 COMMUNITY May 9 , 2005 DEVELOPMENT City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attn.: Bill Rambo Re: NW Ironworkers Tukwila Training 4550 South 134 Place, Suite 102 Tukwila, WA MTE Project No. E5036 Gentlemen: /A�� Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 FINAL.�,.E�FE Perm' No. D04 -326 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: Reinforced concrete Epoxy grouted bolts Structural steel erection To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust that this provides you with the information that you require. Should you have any questions, give us a call. Sincerely, MAYES TESTING ENGINEERS, INC. S UQ N Cl) =. J Cl) O w 9 Q, co) z a. �w r = �O z I— UJ �o o �' o � w 16 0 .. w z O~ z MAYES TESTING ENGINEERS, INC. � lCYq; MTE No.: Project: Address: Permit No.: Owner: Architect: Engineer: Contractor: Page 4 Date: Weather: Inspection: Sample(s): E5036 NW IRONWORKERS TUKWILA TRAINING 4550 S 134th Place, Ste 102, Tukwila, WA D0 (City of Tukwila) Northwest Ironworkers Local 86 Steve Beck Consulting JL Young Howard S. Wright Construction 4/20/05 Inside Epoxy N/A E 2 RECEIVED MAY 10 2005 COMMUNITY DEVELOPMENT Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 tax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Monitored the epoxy of (11) 5/8" all thread and (4) %" all thread at 5" embedment per detail 7/S2 Epoxy used was Hilti HY 150 per manufacturer specifications. Verified hole depth, diameter and cleanliness. No problems noted. Located in training room 113 at grid C.8/7. Included (2) HD2A hold -downs and (2) HSS4 tube steel columns. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Jesse Kane REVIEWED BY: Timothy ckerle, P.E. cc:Steve Pendergrass - Northwest Ironworkers Local 86; Steve Beck -Steve Beck Consulting; John Young -JL Young; John Olson- Howard S. Wright Construction; Bldg Dept -City of Tukwila Z }~ W �U 0 Cn Q J = NU. W O. I U_ Q �d �W Z ZO U� 0 - 1 o I— W It. O ..Z O F Z Date: 4122/05 Weather: Inspection: S/S Sample(s): N/A Reported to the Ironworkers Training Center in Tukwila for inspection of bolting for the new beam at grid C.2 -line to the (2) HSS 441/4 columns and connection of the W10x26. The 7/8" bolts were installed using the turn -of- the -nut method and found acceptable. All per plans. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mike Mattox REVIEWED BY: T imothy G. Beckerle, O.E. cc:Steve Pendergrass- Northwest Ironworkers Local 86; Steve Beck -Steve Beck Consulting; John Young -JL Young; John Olson- Howard S. Wright Construction; Bldg Dept -City of Tukwila z W. 00 D w= I H- NL w 9Q co = �w Z ZO LU5 U� O N, o� w U _ O z co Ham O z j MAYEST ESTING ENGINEERS INC Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 t ph 425.742.9360 fax 425.745.1737 MTE No.: E5036 Tacoma Office Project: NW IRONWORKERS TUKWILA TRAINING 10029 S. Tacoma Way suite E -2 Address: 4550 S 134th Place, Ste 102, Tukwila, WA Tacoma, WA 98499 Permit No.: D04 -326 (City of Tukwila) ph 253.584.3720 fax 253.584.3707 Owner: Northwest Ironworkers Local 86 (RECEIVED, Portland Office Architect: Steve Beck Consulting 7911 NE 33rd Drive Suite 190 I Engineer: JL Young aAPR 2 9 2005 Portland, 97211 i Contractor: Howard S. Wright Construction ph 503.2811.. 7515 tax 503.281.7579 Page 5 COMMUNITY DEVELOPMENT Date: 4122/05 Weather: Inspection: S/S Sample(s): N/A Reported to the Ironworkers Training Center in Tukwila for inspection of bolting for the new beam at grid C.2 -line to the (2) HSS 441/4 columns and connection of the W10x26. The 7/8" bolts were installed using the turn -of- the -nut method and found acceptable. All per plans. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mike Mattox REVIEWED BY: T imothy G. Beckerle, O.E. cc:Steve Pendergrass- Northwest Ironworkers Local 86; Steve Beck -Steve Beck Consulting; John Young -JL Young; John Olson- Howard S. Wright Construction; Bldg Dept -City of Tukwila z W. 00 D w= I H- NL w 9Q co = �w Z ZO LU5 U� O N, o� w U _ O z co Ham O z MAYES TESTING ENGINEERS, INC Project : Site Address: LABORATORY TEST REPORT NW Ironworks Tukwila Training Project No: E5036 4550 S 134th PI, Ste 102 Tukwila,WA Issued on: 4 -6 -05 Permit # (s): D04 -326 Original: Revised: ❑ Client: Howard S. Wright Construction Engineer: JL Young Contractor: Howard S. Wright Construction Everett Office 917 - 134th Street SW Suite A -1 Everett, WA 98204 plr 425.742.9360 fax 425.745.1737 APR 15 Z D�ZO pM� FIELD DATA (ASTM C31 and C172) Air Temperature: 49 ° IF Design Mix Proportions: Weather: Sunny (ASTM C39, C1231, and C617 when applicable) Product Concrete Ingredient Supplier Glacier Northwest Coarse Aggregate 3/4" Failure Code 3/8/2005 0001 Fine Aggregate Ticket Number 658970 Water MixDesign ID: 3220 Cement - -Type I & II Sample Temp Initial Storage Entrained Air WRA (ASTM C1064) Temp. (ASTM C31) (ASTM C231) 60 ° F NR Water / Cement Ratio: i Slump (ASTM C143)' Samples) Rec'd 0.484 5 3 - 15 - 05 lRequired Streng j Placement Location and Notes Slab pipe access pourbacks per SK -S2 and RFI V. Weight (per cu.yd) 1,985.0 Ibs 1,360.0 Ibs 250.0 Ibs 517.0 Ibs 21.0 Oz 3500 Psi @ 28 days Remark: Inspector(s): Cheri Willett Tested by: Scott J Johnson Reviewed by: Timothy G eckerle, P.E. Branch Ma ager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. " NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 Z ~w W �U UO No CO LU J NU_ W } O } J L � = W H Z� F- O W E_ W U� ON OH WW O Z U= O Z COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 3/8/2005 0001 4279 3/15/2005 7 132320 6 x 12 6.01 28.37 4660 NA 3/8/2005 0001 4280 4/5/2005_ _ 28 171310 1 6_x_1.2 IF6.00 28.27 6060 NA " 3/8/2005 0001 4281 402005 28 166710 6 x 12 1 5.99 28.18 5920 NA " 3/8/2005 0001 4282 4/5/2005 28 168480 6 x 12 6.00 28.27 5960 NA Remark: Inspector(s): Cheri Willett Tested by: Scott J Johnson Reviewed by: Timothy G eckerle, P.E. Branch Ma ager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. " NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 Z ~w W �U UO No CO LU J NU_ W } O } J L � = W H Z� F- O W E_ W U� ON OH WW O Z U= O Z Inspected and witnessed the epoxy grouting of 5/8" threaded rod, 5" embedded into existing concrete slab for the shear wall at grid lines B.8/2.5 -2.8. Holes were drilled 1/8" over, cleaned and filled with Hilti HIT 150 (5 holes). Work performed per drawing details 6 & 7 on page S2 at ground floor. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Don Evans .REVIEWED BY: Timothy G. IWkerle, P.E. cc:Steve Pendergrass- Northwest Ironworkers Local 86; Steve Beck -Steve Beck Consulting; John Young -JL Young; John Olson- Howard S. Wright Construction; Bldg Dept -City of Tukwila z z w UO CO co UJ LU Co w w o 2� 9Q U) �w z E-- o. w ~ w U� o co oF_ wW F� U. O w z U to O H z MAYES TESTING ENGINEERS, INC 91 Everett Off 7-134th S SW frs`F :N� >;.f, is ;l;.... Suite A-1 Everett, WA 98204 ph 425.742.9360 R fax 425.745.1737 MTE No.: E5036 CS j�erj Tacoma Office Project: NW IRONWORKS TUKWILA TRAINING �FM 10029 S. Tacoma Way Suite E -2 Address: A 134th Place, Ste 102, Tukwila, WA O `V �QQS Tacoma, WA 98499 Permit No.: D04 -326 ity of Tukwila) CO ph 253.584.3720 D� p�T fax 253.584.3 Owner: Northwest Ironworkers Local 86 Portland Office Architect: Steve Beck Consulting g 911 NE 33rd Drive Engineer: JL Young Suite 190 Portland, OR 97211 Contractor: Howard S. Wright Construction ph 503.281.7515 Page 3 fax 503.281.7579 Date: 3/18105 Weather: Cloudy Inspection: Epoxy Grout Sample(s): N/A Inspected and witnessed the epoxy grouting of 5/8" threaded rod, 5" embedded into existing concrete slab for the shear wall at grid lines B.8/2.5 -2.8. Holes were drilled 1/8" over, cleaned and filled with Hilti HIT 150 (5 holes). Work performed per drawing details 6 & 7 on page S2 at ground floor. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Don Evans .REVIEWED BY: Timothy G. IWkerle, P.E. cc:Steve Pendergrass- Northwest Ironworkers Local 86; Steve Beck -Steve Beck Consulting; John Young -JL Young; John Olson- Howard S. Wright Construction; Bldg Dept -City of Tukwila z z w UO CO co UJ LU Co w w o 2� 9Q U) �w z E-- o. w ~ w U� o co oF_ wW F� U. O w z U to O H z Everetffice MAYES TESTING ENGINEERS, INC R E C.. rz V F. 917 - 1 3 4t O th Street SW Suite A-1 a Everett, WA 98204 425.742.9360 LABORATORY TEST REPORT COMMUNITY fax 425.745.1737 DEVELO140ENT Project NW Ironworks Tukwila Training Project No: E5036 Site Address: 4550 S 134th PI, Ste 102 Issued on: 3-17-05 Tukwila,WA Permit # (s D04-326 Client: Howard S. Wright Construction Original: V Engineer: A Young Revised: ❑ Contractor: Howard S. Wright Construction FIELD DATA (ASTM C31 and C172) Air Temperature: 49 OF Weather: Design J Mix Proportions: Sunny Product: Concrete Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,985.0 lbs Supplier: Glacier Northwest Fine Aggregate 1,360.0 lbs Ticket Number: 658970 Water 250.0 lbs IVINDesign ID: 3220 517.0 lbs Cement--Type I & 11 Sample Temp. Initial Storage Entrained Air WRA 21.0 0Z (ASTM C1064) Temp. (ASTM C31) (ASTM C231) 60 ° F NR % Water/ Cement Ratio: i — lump (ASTM C143) FS Recdj 0.484 5-1/2" 3-15-05 F LI�equired Strength (fc): 3500 Psi 28 days ' IPlacement Location and Notes 1 Slab pipe access pourbacks per SK-S2 and RFI V. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code [ 3/8/2005 _T__ 4279 1 3/15/2005 i 132326 837 U� F 4i5 _NA - 3/8/2005 - F - 60 - 01 1 4280 4/5/2005 5 x 12 F___ E I 1= E=N& * --- I — =NA - 3/8/2005 0001 1 4281 4/5/2005 - -- F 0001 4282 1 4/5/2005 1 28 IF 5 x E_ E Remark: Inspector(s): Cheri Willett Tested by: Scott J Johnson Reviewed by: Timothy (deckerle, P.E. NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. Branch Manager NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form 050. Rev 3,7-0 Z Z W U 00 Cl) 0 (1) W LLI 1: _J I.- C0 LL w0 C LU Z X 0 Z Ir-_ W 5 C0 0 0 E_ LU w Ill LL 0 Z C0 0 Z MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit No Owner: Architect: Engineer: Contractor: Page 2 Date: Weather: Inspection: Sample(s): E5036 NW IRONWORKS TUKWILA TRAINING 4th Place, Ste 102, Tukwila, WA D04 -326 (C' y of Tukwila) _Northwest Ironworkers Local 86 Steve Beck Consulting JL Young Howard S. Wright Construction 3/8/05 Pt Cloudy R/C (4) 6x12" pEVELO NiENT /A Everett Office 17 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected reinforcement at 3 slab pipe access pourbacks per SK -S2 and RFI 7. No problems noted. Monitored placement and sampled 4 cubic yards of Glacier mix #3220 (approved) placed by wheelbarrow. Concrete was mechanically consolidated. Cast one set of (4) 6x12" cylinders to verify strength. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Cheri Willett REVIEWED BY: Timothy . eckerle, P.E. cc:Steve Pendergrass - Northwest Ironworkers Local 86; Steve Beck -Steve Beck Consulting; John Young -JL Young; John Olson- Howard S. Wright Construction; Bldg Dept -City of Tukwila z ,�- Z �W 2 UO to 0 to LU �U_ W O U. Q c� = F- W H O z ll�- W U� co o F- W o ..z w o to O z MAYES TESTING ENGINEERS, INC. MTE No.: E5036 Project: NW IRONWORKS TUKWILA TRAINING Address: e 102, Tukwila, WA Permit .. ila) =Noronworkers Own Local 86 Architect: Steve Beck Co nsulting Engineer: JL Young Contractor: Howard S. Wright Construction Page 1 Date: 2/28105 Weather: Indoors Inspection: Epoxy grout Sample(s): N/A Everett Office 917 - 134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office ,� 10029 S. Tacoma Way 9 Q�1.� T) Suite E•2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 COMMUNITY DEVELOPMENT Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 tax 503.281.7579 Observed epoxy grouting of 3 /" threaded rod 5" deep into existing concrete for TS columns. Holes were drilled 1/16" over, cleaned and filled with Hilti HY -150. All per detail E -1 for mezzanine framing. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Lisa Pyper Date: 3/2/05 Weather: Indoors Inspection: Structural Steel Sample(s): N/A Inspection was performed on high strength bolting of structural steel using the turn of the nut method. Two connections where bolts did not make up were welded per an approved RFI. All bolting was found acceptable. Welding of tube steel columns to channel and shear connections per the approved RFI were also found acceptable. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mike Virgilio REVIEWED BY: Timothy eckerle, P.E. cc:Steve Pendergrass - Northwest Ironworkers Local 86; Steve Beck -Steve Beck Consulting; John Young -JL Young; John Olson- Howard S. Wright Construction; Bldg Dept -City of Tukwila Z �_- W . UQ CO CO) UJ J = H N u_ wO L J Q co . = a �w z H O Z~ w U� ON o� W � F. LL O w z U (0 0F, O Z Northwest Ironworkers Trusts Tukwila Training Facility Remodel Tukwila, Washington Structural Calculations ME it No. Prepareopfg; Steve Beck Consulting 4214 Sunnyside Ave. N Seattle, Washington 98103 �Q CE �p co�p�ZP� C� � 0 JL Young, P.S. Structural Engineers 14410 SE Petrovitsky Road, Suite 201 Renton, Washington 98058 (425) 227 -9840 August 30, 2004 JL Young Project No. 1231.01 RECEIVED CITY OF TUKWILA SEA' - 3 2004 PERMIT CENTER 6 0 o4 ap 3 Z(4 Z W � UO U U. W= J � N L WO U. Q to _ d W �O w� U� :O CO. o�- W LL, U LL' O W z o� z Prepared by: r - JL ' Young, P.S. Structural Engineers Project IRONWORKERS UNION REMODEL Subject t, Job No . 1251.01 Sheet No. Date BY JLY Z '~ w Q � 2 JU U Cl) 0 W = J N LL W LL Q CO) = d t WW k T Z �. I- O Z F- L U LLj O CO: L W L U A6 O .• w Z U= O F- Z Iron Workers Remodel Date and Time: 5/31/2004 11:35:51 AM MCE Parameters - Conterminous 48 States Zip Code - 98168 Central Latitude = 47.488839 Central Longitude = - 122.29991 Data are based on the 0.10 deg grid set Period SA (sec) Mg) 0.2 140.6 Map Value, Soil Factor of 1.0 1.0 048.5 Map Value, Soil Factor of 1.0 MCE Parameters x Specified Soil Factors 0.2 140.6 Soil Factor of 1.00 1.0 073.7 Soil Factor of 1.52 � .J JL Young, P.S. Job No. Structural Engineers Sheet No, Project Date IRONWORKERS UNION REMODEL Subject By JL)" I z Z Ui 2 JU 00 ma 0 w W:r U. WO U- D Cy. W Z F- 0 z H UJ U J =y CO 0- W . X O. LLI z CO) C- ' U 4 JL Young, P.S. Structural Engineers Project IRONWORKER5 UNION REMODEL Subject Job No. 1231,0! Sheet No. Date BY JLY �I _ - - - -- -- fit,.- (� Irp ps 9 0 Z) + 2o Lr- r er h _ 1 - 7 i Ia 75 PLL to I;O 2 o.toa Iry 6-r� ��i 2�-- � ,l z LL 5 vo J � � w� U? �Cy �w z H Wo w U� CO aH wW LL o .z U= O z ' - .% JL Young, P.S. Structural Engineers Project IRONWORKERS UNION REMODEL Subject Job No. 123 .O I Sheet No. Date BY JLY ID ..+� 0, LA 1 Fti4-x, JIL b �� 1 ��-� j 0,lvnSoo�v. z Z '~ w JU UO CO o. CO w J �_., S2 LL w O �QQ U. (1)� _ d. �W Z H F- O z F-. W U� O N � F- W Y H� !!:O id N Ham O z r- . ,► Z �Z W Q � JU u NO CO) LU J 3: N U. WO UQ N� _CY W ZF- F- O Z h- LU LLj U� CO) 0 F- WW H C.) LL O ui Z O Z k ] Z Z '~ W D JU U (n o CO LLI J = CO LL, WO Q � LL Q U� = �W Z H 1- O Z !- W W U� 1O CO) o�- W ui H o. O .. Z W N H M. O Z JL Young, P.S. Structural Engineers Job No. Q-I Sheet No. Project Da Subject BY _.4 z F z. �w Q � JU 0 N0 UJ J ~ N U w O 1-5 LL Q ND = UJ ' zH F- O zH U� O � O F- wW L' O itl z U cn O z N . o f z r W S J U UO UO CO J F. N LL. 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Structural Engineers Project IRONWORKER5 UNION REMODEL Subject Job No. 125[.01 Sheet No. Date BY JLY 6 pa C 7 rte, - - -- z }- Z �w QQ JU UO N O J = H N V„ W O J W Q CO =d �W Z = h- ZO W5 U� CO � I- W E- U. .. Z W CO) Ham' O Z /, w w } JL Young, P.S. } Structural Engineers Project IRONWORKERS UNION REMODEL Subject Job No . 123 Sheet No, i Date By JL Z LL.w JU UO CO WLL w� J LL. Q _ CO FW Z F- O Z F- W U� O CO. O F- WW u' O Cd Z. U= O F- Z K / A Y JL Young, P.S Job No. 125). Structural Engineers Sheet No. 152 Project IRONWORKERS UNION REMODEL Date Subject � . BY JLY _......... ,._. .~.... ,__. .., w � �. �/ �. � .. � ..i ��. � ...� jai•. .:� /. , j.. ��' !�.G/.. r ... "� � I!� -Y' 1 ... . ... .. ... ...... ., .:. ..+. . .. .. ._. ._ I l a 73 L .... .... z I �-;: '~ w ` IJ6 5 J U' 00 W= CO) LL WO 9- LL = �Cy �W z 0 W D p. U O CO � H W W LL O til Z. U = O ~' z * p - 4 JL Young, P.S. 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John Lowell Young 123 1.01 Ironworkers Union Remodel July 18, 2004 at 11:42 AM 1231 FL -1.R3D Y tj NOTICE: IF THE DOCUMENT IN THIS FRAME CLEAR-THA THIS NOTICE IT IS DUE TO THE QUALITY a NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS E CL MENT THIS NOTICE IT IS DUE TO THE QUALITY OF T W�' . & % JL Young, P.S. Structural Engineers Project IRONWORKERS UNION REMODEL Subject Job No. I Sheet No. Date By JLY z ~. w � D JU UO (1)(3 W= J � LL W O J ?: N d �W z H. I- O z !- w U� CO). OH W U LL ~O 111 z' UN O ~' z is JL Young, P.S. Structural Engineers Project IRONWORKERS UNION REMODEL Subject mid / �,.,, uj- ,&pA6.r i t,,- Lz Job No. Sheet No. �p Date By JL z '~ w' J U UO N C. W =' J H NW W O =d �W 1- O z I- W D O U_: 0 F- W H 5. L .. z W N O z Am� i + • JL Young, P.S. Structural Engineers Project IRONWORKERS UNION REMODEL Subject ` �j . , jr Job No. AnW Sheet No. Date BY JLY - ZR2 71J.7 .�z z � u�D -3 C.) UO Nom` CO) =. J N LL W0 }} J. U. Q C O = C1. F- _ ZH F- O. W H- W UO O N O H WW FF- �. LL O LLI Z U= 0 1-- Z JL Young, P.S. Structural Engineers Job No. IsSI., Sheet No. Project t L f j k 1 0 MV- �z-jg-H t g�, A Date UQ ( _I �_ _ W� Subject e:LA�r By 4- CO .42 z Z w U L) 0 w UJ U. W O -J U CI) 0 W Z 1- 0 Z I- W L U 5; CO 0 CI WW C.) LL z U 0 Z \r` k , JL Young, P.S. Structural Engineers Project IRONWORKER5 UNION REMODEL Subject Job No. Sheet No. Date BY JLY z '~ w D 30. UO Cf) J = H 52 LL w IL Q C �. = a �w Z z� W LIJ �o 0 �''. o � wW u. O ..z w CO O ~' z :3 'i JL Young, P.S. Structural Engineers Project IRONWORKERS UNION REMODEL Subject ,'i l�ta N �,ec� - I s, Job No. 12 Sheet No. Date BY JLY Z. Z D J U. UO N 0 CO Ui J = H S2 LL W O J U- Q N _ d H W Z� z F- W U� 0 93 E-. WW H� LL O .. Z . W U =; O Z . - i4 a N Company J L Young, P.S. July 18, 2004 Designer John Lowell Young 11:36 AM Job Number : 1231.01 Ironworkers Union Remodel Ch By: Joint Reactions (By Combination) I C. .Inin4 I ahPI X rkl Y rkl 7 ro MX rk -ftl MY rk -f i m7 rk -ft1 1 1 I NI 0 8.803 0 - 10.525 0 10.717 2 1 NO 0 23.26 0 2.119 0 33.588 3 1 N17 0 24.167 0 -1.397 0 36.864 4 1 N25 0 25.059 0 -.656 0 38.78 5 1 N33 0 23.812 0 -.668 0 36.865 6 :1 " N41 0 26.719 0 -1.527 0 41.199 7 1 N49 0 11.611 0 12.689 0 16.409 8 1 N429 0 28.3 0 - 40.824 0 4.604 9 1 N439 0 73.131 0 0 0 0 10` 1 N449 0 77.524 0 0 0 0 1 N459 0 78.878 0 0 0 0 1 N468 0 68:486 0 0 0 0' r 13 1 N478 0 85.477. - 0 0 0 0 1 N487 0 41.063 0 53.471 1:441 15 1 N876 0 37.585 0 - 55.507 0 -2.191 6 1 N886 0 67.825 0 0 0 0 17 •1 N894 0 45.214 0 0 0 0 18. 1: N902 0 47.061 0 0 0 0 19 1 N910 0 61.065 0 0 0 0 20` 1 N920 0 79.319-, 0: 0 0. 0 21 1 N929 0 39.881 0 52.124 0 .081 22 1 - N1300 0 27:309 0 - 38.621 0` -2.298 23 1 1 N1309 0 55.633 0 0 0 0 24 1 N1317 0 47.442' 0 0 0 0',: 25 1 N1325 0 55.796 0 0 0 0 26 ` 1:: N1 334 0 69.435 0 0 0 0 27 1 N1344 0 83.791' 0 0 0 0 28 1 N 1353 0 ' 29.502 0 39.129 0 - 6:606: . 29 1 N1697 0 9.037 0 - 10.649 0 - 11.047 30 1 N1705 0 22.261 0 2.365 0 - 31.247 31 1 N1713 0 21.063 0 -.417 0 -29.86 32 1 ::N1721 0 21.017 0 186 0 - 29:523 33 1 N1729 0 19.942 0 .314 0 - 27.489 34: 1: N1737 0' 20.794 0 -2.07 0 - 28.014' 35 1 N1745 0 8.795 0 10.21 0 - 10.303 Totals: 0 1466.095 0 37 1 COG (ft): X: 28.747 Y: 0 Z: 44.635 RISA -3D Version 5.Oc [C: \PROJEC --1\ 1231\ CALCUL- 1 \RISAFI-1\1231 FL-- 1.R3D] Page 1 Z Z. �w QQ JU UO CO Q CO LU J_ F- N U- WO U - �D = �W Z H HO Z 1- w w U� OCO 0 F-- wW U W Z CO O Z !{}iM.lq'n X�(k.1�;.L1 .G.M /WA�.(M"V'F {�glYY�lMk 9fHM�tY(i.M1XCNYYnt1`T).. NNSM .M..A�•[..wM..r l f JL Young, P.S. Structural Engineers Job No. 1 .I Z -�I Sheet No. Project IRONWORKER5 UNION REMODEL Date Subject �c��,��.�.�. BY JLY I,J Ar A 00J G� • __...._.. �I .�..__�.�....... ........... � .:....:. ,................. `:_......' I' ..'. I.:.. .�.��.: .......:.. „ .....:....... .... ... .. .... ........ = ... ,.2 (GHQ, .� �• , . �+.._.. ....... z I JU UO 0 CO TU W O 2� U- �d �W z 3: H Z O UJ �o U O I- W W �0 O ui z N U =. O z JUL -22 -200 '03 FROM- PACIFIC NW �•IWORKER TRUSTS t • NO kTH\AJE s T ` Lo T W 11 PARCEL A: 5038548852 T -054 P.003/004 F-135 I [z a N vi o P, kE-1,R5 LOT 2 OF CrrY OF TUKWILA SHORT PX.AT NO. 87.4 -SS AS RECORDED UNDER RECORDYNG NO. 8804270766 R13CORDS OF MXG COUN'T'Y, WASZMIGTON. PARCEL B: AN EASOI?NT FOR INGRMS AND EGRESS DESCR M AS FOLLOWS: BEGINNING AT THE WESTERLY CORN13R OF TRACT 2 OF CITY OF TCJRWIT.A BOUNDARY LING ADJUS2UMT IWCORDED UNL?ER RECORVMG NO. 8906120564; THENCE SOM 49 0 43'00" EAST ALONG THE FASTEI2Y.Y LINE OF THAT POR71ON CONVEM TO THE CITY OF 71JKOM A BY WARRANTY DIM RECORDISD UNDER RECORDING NO. 890X270733, IN KING COUNTY, WASMNGTON FOR 10.53 F&Fs'T TO THE TRUE POINT OF BEGINNING; THW CE XORTH 40 0 17'00" EAST, PA ALLIRL TO TAM NORT11Eit>G,Y X NE OF SAID TRAL - r 2 FOR 161.00 FEET; THENCE NORTH 49 0 43'00" WEST TO THE NORTIMRLY UNE OF SAID TRACT 2; ' THENCE NORTH 40 TAST ALONG SAID NOR71MRLY LM FOR 45.00 VIMT; TMCE SOUTH 49 0 43 1 00" BAST FOR 40.33 F88T; SCE SOUTH 40 ° 17'00" WEST FOR 206.00 FAT TO THE EASTERLY LDM OF SAM PORTION CONVEYER TO THE CITY OF TMWTLA; THH1 M NORTH 49 °43'OD" NEST ALONG SAID WMERLY = FOR 30.00 FWr TO THE TRUE POINT Ole BEGMING; (ALSO KNOWN AS TRACT 1, CITY OF TUXWH A ]BOUNDARY LDIE ADJUSTMENT RECORDBD LINDER RECORDING NO. 8906120564,) SITUATE IN 1HE COUM OF SING, STATE OF WAMWOTONO I z �Z '~ w JU UO c l) o 0 w �qx Ln LL w� u . N O = Z �. � O Z F— w LU D C3 U D H. w O z U= O z JUL -22 -200 ' 01 APM FROM- PACIFIC NW �YWORKER TRUSTS 5030540652 T -054 P.004/004 F-135 KING COUNTY TREASURY DIVISION 609 KING COUNTY ADMINISTRATION BLDG 500 FOURTH AVE9 SEATTLE, WA 98104 N \ �1 ESr . Ro N W O R K.EP EXTRA 'PA RK t r 6 L-o PACIFIC NW IRONWOKERS AND E899999 6701 SE FOSTER RD PORTLAND WA 9720E REFERENCE PROPERTY TAX ACCOUNT: 261320 - 0004-07 THE NAME AND ADDRESS ON THE KING COUNTY REAL PROPERTY TAX RECORD FOR THE ABOVE PROPERTY TAX ACCOUNT HAS BEEN CHANGED TO THE NAME AND ADDRESS SHOWN ABOVE. THE ABBREVIATED L EGAL DESCRIPTION ON THIS ACCOUNT IS= PROPERTY ADDRESS 0 LOT 6 & LOT 3 OF CITY OF TUKWILA NO 6804270766 SD SHORT PLAT SHORT PLAT NO 81 - 39-SS RECORDING LOTS 9, 10 C 11 BLK 1 SUBDIVISION TRACTS G BEING A POR OF TRACT 6 POR OF LOT 8 OF CITY OF TUKWILA RECORDING NO 8009030472 BEING SUBDIVISION OF LOTS 7t 0 & 9 NWLY OF NELY EXT OF SELY LN SHORT PLAT NO 81 - SS AS FOSTORIA GARDEN TRACTS SHORT PLAT NO 87 -04 -SS RECORDING OAF - LOT 4 OF CITY OF TUKWILA NO 8204280545 BEING A POR OF OF LOTS 79 8 C 9 OF FOSTORIA OF FOSTORIA GARDEN TRACTS TGW SHORT PLAT NO 80 -13 -SS A POR OF LOTS 7 E 8 SLK I OF FOSTORIA GARDEN TRACTS LY OF SO LOT 4 OF CITY OF TUKWILA IF THE NAME OR ADDRESS SHOWN ABOVE IS INCORRECT, PLEASE RETURN THIS FORM WITH ANY CORRECTION NOTED IN T HE ENCLOSED ENVELOPE. IF THE LEGAL DE- SCRIPTION IS INCORRECT, PLEASE RETURN THIS FORM AND ENCLOSE A COPY OF THE LEGAL DOCUMENT WHICH PROVIDES THE CORRECT DESCRIPTION. FIRST HALF TAX MUST BE PAID BY APRIL 30TH OR THE ENTIRE TAX BECOMES DE- LINQUENT AND ACCRUES ANNUAL INTEREST AT 12'X. PLUS ADDITIONAL PENALTIES AFTER MAY 31sT. THE SECOND HALF TAX BECOMES DELINQUENT AFTER OCTOBER 31ST. AS OF SEPTEMBER 25 1998s OUR RECORDS SHOW YOUR FIRST HALF CURRENT YEAR'S TAXES ARE PAID. IF YOU ARE RESPONSIBLE FOR THE PAYMENT OF THE SECOND HALFr RATHER THAN A MORTGAGE COMPANY OR LENDER AND NEED A TAX BILL* PLEASE TELEPHONE 206 .296 -0923. z W Q: 2 D UO (n o W= J H N LL w� u. Q a = W Z F. 1- O z F- w U� :O N o H wW H LL O ui z N O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D04 -326 DATE: 9 -3 -04 PROJECT NAME NORTHWEST IRONWORKERS UNION SITE ADDRESS 4550 S 134 PL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTM AWG 10 I --O / jrrz Bui ing Division Fire Prevention Public Works A &V _ Structural F DETERMINATION OF COMPLETENESS (Tues.. Thurs.) Complete Y Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Planning Division Permit Coordinator DUE DATE: 9 Not Applicable ❑ TUES /THURS ROU NG: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 10 -5-04 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 sllp.doc 2.28 -02 z i �.. W � JU UO UU U) LLJ J = H N IL w U. �d �w z Wo w U0 CO 0 - 110111- LLI Lu LO w z U= O z !:.>�.. ..,: '...:,. >.: .. ._. t,: :,.... rt::/ l. vs•...;.; �.;. c, cl>-.<:. t- zY. ��s•::.. ru,. �.: ba,: n ia A�i.:? n' rati ':.5:'!.'i��,C»«S. + K::�au' r � ... �:iA ii'.ntfn ?:�: �'r�'.:r... : `��.� ftS i:iH• F{" siel2G � �: "rti�s+A�. ' " d14srSttsi$:.A? .{vt.v. PROJECT NAME: PERjY - T NO Site Address: .S" 'r t`'" - - -- Original Issue Date: REVISION LOG Revision ` No. Date ` Received I Staff I Date I Initials Issued ` Staff Initials Summary of Revision: 7 • Received By: Summary of Revision: Received By: Received By- (please print) RLIN iolio, Date Staff , Received i Initials Date Staff Issued I Initials I I 1 Summary of Revision: 7 • Received By: (please print) Revision No. Date ` Received Staff I Initials Date ( Issued Staff I Initials 7 Summary of Revision: Received By: Received By: (please print) Revision No. I Date Received I Staff Initials I Date Issued I Staff Initials Summary of Revision: Summary of Revision: Received By: Received By: �Plcd= Pt II NI Revision No. Date I Received Staff Initials Date I Staff I Issued I Initials Summary of Revision: Received By: IIJICdat: H11�m z � z LL.w ,J U UO U 0 CO w J F- U. W� L? co d =w F- _ �O z f-- w U O- o�- WW _ HL) �Z ui U= O 1-- z RFS�%ty! lu1M�'.w�anromww+'d�.Y +f M' iw: MhX` nl MaY, V. ry w: lW. 6t' F' 6i�uH+ �, l' Vk�fi�Kt' �¢ MKf: W, Afi:': xlPi •MSMCY`lPln.*J+S�NF!'+'K��71 �k�t�r P City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431 -3670 Fax: 206-431 -3665 Web site: hyp: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL ' a , Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: � Plan Check/Permit Number: Z ld ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued Revision requested by a City Building Inspector Plans Examiner Project Name: 1�4 r r) K c r `< t 7s , Project Address: Ate(' �- � 3> I , Contact Person: —S6U£, f I.- Phone Number: Summary of Revision: 11 Sheet Number(s): 6 "Cloud" or highlight all areas of revision including date of evision Received at the City of Tukwila Permit Center by: V/� RECEIVED APR 1.8 Entered in Permits Plus on k1 'M -&5 COMMUNITY DEVELOPMENT NapplicationsWorms-appli cations on linelrevision submittal Created: 8 -13 -2004 Revised: Z k w D JU UO MO N LL � �J LL co =W �- O ZR 25 U ON off W W �P LL Z U= O z DEPARTMENT OF LABOR AND"DUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGI ST CCU HbG�ARSW0440Z µ09 /2y6/ 2006 '�'YCIE' DATE '09/09/1 $FFEC 995 HOWARD S WRIGHT CONST CO PO BOX 3764 - <` SEATTLE WA 98124 -2264 A F621 -6k- 000 (8/97) �— Detach And Display Certificate • � �µV �TW t IG ; �U REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. ## EXP. DATE 'CC01 ' HOWARSWO44OZ 09/26/2006 EFFECTIVE DATE 09/09/1996 HOWARD S.:WRIGHT- CONST;CO PO BOX 3764 SEATTLE WA 98124 -2264 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES r � 7, Please Please Remove And Sign Identification Card Before Placing In Billfold Z �Z w w. �U UO (n 0 J � Co U WO U - N� = W. ? H W O. W U� O F- WW LL O. Z U— O Z 11 FIRE `` ------ •----- •------------ - - - - -- STREET CEN TERUNE _ H YDRAN . �- .i..- . _•.�-- ..--- �- .- .- �...�. -� • W - w• �.• ��- ��-.. �r• �.-.. m- ..�...-�.w••�- w- w.•��•�-- � -•- -- - . ��• �. .So. ..MOW - wmm •ifi - -��•�� . � w�r���.-�r�w. �.• ' - w�•.. �..w���l►•�•.�- �.I�.w�-��ovn. -• 7 I STREET CENTERLINE ...... �"...._•'_----- '."'- "'_•"'- --"' ' w PROPERTY LINE 414.16 N 49 43 W N 40 17'00 E • am,� - , .... /�� 7.6 t S' ----+— ( � .LV � -7.�� t. 1r �- ♦.. -. �.l��-w��.. _�.• - ��r.. w.---- 1-- -�'.- -ter -r�-- ° 15 ,,yyyp.5� FIRE y ' DEDICATED R.O.W. LINE (EXISTING) - � �••� • HYDRANT 5'4` CONCRETE WALK TYP. - ' -- - - ---- -------- •------ - - - - -- - - - -- — ----- - - ---- - - - - - �. - _ _ PROPERTY LINE 194.47 N_ 49 4300 W • ; LANDSCAPING r 15' DEDICATED R.O.W. UNE '� ' I i O AREA (TYP.) LANDSCAPING + 15' STREET LANDSCAPING LINE AREA TYP. 15' STREET LANDSCAPING LINE of --- , , _ ------- - - - - -- - - -- , PARKING N CHAN 1 - -- - -- - - - - -- -- _ HC 01 HC 25' BUILDING SETBACK HC _- J, ; ►� HC 25' BUILDING SETBACK N ' BUILDING CODE: 2003 IBC 1 I 4 ! I ' c° 0 j OCCUPANC NO CHANGE (1994 UBC; H -4 vv/ 1 —HOUR • � 1 o SEPARTION FROM B--2) CD U CONSTRUC rION TYPE: ' VB (UBC TYPE VN 1 : II LO n ' s • I ; S 1 4 1 W - i I Z ;; N Y '0O o BUILDING ' REA: .µj 19,780 SF NO CHANGE W II ' BUILDING B Q /�� . OFFICE /T',�AINING. 5,512 SF NO CHANGE I 1 1 I ,, i _ .. o SHOP ARE A: 14,268 SF -- NO CHANGE EXISTING BUILDING o , 1 BU :C WORK AREA z o r. 528 SF �- NO CHANGE MEZZ ARr_A: �? M 00 I �° Q Uj i EXISTING BUILDING I ;1 `� FOR TENANT �; M ; �i ° �' -IMPROVEMENT REMODEL �`.REA: 3,684 SF 4 C14 LLJ MOW ff 6 HIGH CYCLONE ' bf �° I r z Y FENCE W WOOD SLATS ° „ BUIL BUILDING EI !VELOPE: NO CHANGE Iw W `o W ; &CRASH GATE a'1 0- Uj � a 0 ,o ti< '� `` EXISTING BUILDING a to l PLUMBING FIXTURE COUNT. NO CHANGE EQUAL UNITS REMOVED /INSTALLED \ o " 180 x 11 C1 . • fuj 1 I r ti ° ' I ' -- --- - ----— ----- -- ---- - ---------------------- - - - - -- I co ' DEDICATED 1 LOADING DOCK �'�` ,FIRE LANE CCESS I SEMENT 1 ( U r i RECYCLE f i 8'x5' 11 .«. ' 20' - Quo 6' -0 HIGH FENCE DUMPSTER G 8'x20' {` 0 Q 1 , I -- 6 . CO LOADING DOCK AREA AREA = 19,780 Sr - PLUMBING WORK: f NEW PLU MBING WORK SHALL BE .)"SIGNED AND rj - - PROPERTY LINE 194.47' N 49' 43' 00" W ._ 80 112 4� h I , C FIRE LANE z OVERFLOW PARKING 1 _ PARKING STALLS —j , +/— 45 SPACES) W r ,o IRJNWORKERS ADDITIONAL PROPERTY - I PURCHASED LATER f 1 ERTY LINE 366.98' N 45' 36' 45" W _ e. SA st 4n ' c I } `Cy h _ei f << 1 L w r Whor Sk YNay� i MI fie 1m OW M I LA L W 4 12m St Yv1/ • •�$ t3�nd St �A� 113401 • �q t3�, 5 tl,, 1 a 14io d St 4 1 4�ri s 1 - 431d 1�440* S. Is 1 5468t' Soudcenter Bhrd ' � ww�- ���Yr - ; ,� r ""�� 163 r�... •..�.. VICINITY MAP SITE PLAN SCALE: A = ' —O" /rp wrbw appv�wl Is *b}ct b errors and ani�o�it _,of= nbudlon doonwMs dxs not a4tioAM � �IdMlon d mfr �dop�d md� a ardlnr� N�a�lt d d OopY end conSLloi�s k adoia�Md� a OWN: 4e4VJ 2 - , Z- O o �AL�DOd�f. D W 1aft 0N flrE Yl�l�t�hlj i� �i15 � Ev SATE BY JAPP DESCRIPTION RE �►� BY JMT � Ijk DE TION A 18.30.041 SJI3 I SR 1 ISSUE FOR PERM! T �lARA7� 1�lRlQT MedW� cal PM�nbin9 dGo ati of m":a ew.DnM otvtstoN Iu Woof art prw appr em .t �: ftvift 1� 0 ft. OW nNllr Iud� adoayl new *n s�br 0W AMrw fta Northwest Ironworker Trusts 0, 2' -0" N PROJ 1 INFORMATION I 4 1 } c 0 . At 70NING: 7 ,.. INSTALLED AROUND EXISTING PILE AND PILE CAP (FOUNDATION SYSTEM. ENERGY CODE: NEW HVAC AND LIGHTING SYSTEMS SHALL MEET THE CURRENT WASHINGTON .STATE ENERGY ' CODE. ' r LIGHTING BUDGET: ' OFFICE AREAS: 1.2 WATTS /SF TRAINING AREAS: A .5 WATTS /SF f PROJECT P:.:!SCRIPTION: REMODEL 3,684 SF PORTION ' OF EXISTING OFFICE AND TRAINING ROOMS. WORK IN REMODEL AREA -- INCLUDES WALL REMOVAL AND NEW WALLS SHOWN ' ON DRAWINGS, NEW CEILINGS AND LIGHTING, NEW DOORS, SERVICE WINDOWS, AND FLOORING. HVAC, PLUMBING, LIGHTING AND ELECTRICAL I IODIFICATIONS�, WILL BE CARRIED OUT BY DESIGN /BUILD - r CONTRACTS UNDER SEPARATE PERMITS. SEPARATE PERMITS: PLUMBING, MECHANICAL, ELECTRICAL AND SPRINKLER SYSTEM MODIFICATIONS- R EWER - FOR CC LEGAL DESCRIPTION: ATTACHMENT SITE ADDRESS: ' ou 1210 f ,; 4550 'SOUTH 134th PLACE, SUITE 102 • I TUKWILA, WA 98168 ti i 1 i FIECEM pUuDING DI' SION CrrY OF Tuv.WLA SEP -32 4 R �F.R PER M D RAW I G INDEX A TITLE SHEET & SITE PLAN A2 OVERALL BUILDING & DEMOLITION PLANS A3 R M I: A REA P ARTIAL r E .. DEL A E P AL PLANS . A4 REFLECTED CEILING PLANS A5 SCHEDULES & INTERIOR ELEVATIONS A6 CEILING INSTALLATION DETAILS S1 STRUCTURAL PLANS, SECTIONS & DETAILS S2 STR'.;CTURAL NOTES, SECTIONS & DETAILS poiGOP 3 40 ';cAL. } As s�o� MO Al YR Steve Beck Consulting REGISTERE WA"-4. ' s,ie s 1 oa 4141 CWq1 S& 5 o4 Facilities Plonninq do Design A H C APPR..i*m pp� s,ie Nofitwest Ironworker Trusts �+r l STE cK DATE Tukwila Training Facility Remodel SLATE OF W ASHINGTON 5. 1.04 Title Sheet & Site Plan PR"f.T y DRAWNC NUMBER 04 �soz Al REV A .... ... . _ `.. . -. ..... ._ '- .i � . . ........r _�... iii.... x... lr. 1. ��r.... �/- p �-- wr +�i4i�'�iw.1�i.+s'Mrw•i•�Slli h' � 'W�i•+i+ #ifl.i/� r ....r- �FI.i�� ?�� •y,i � �..�, _r i • I t y�9.P"'.ApF' �, a tI M � • 4 4 - WALL LEGEND � EXISTING ONE -HOUR WALL c� UNRATED WALLS • I I II � ■ ■ i 1— •1 1 1 i7 • � fir:-.' � ■ I LT�J 0 1 0 ' 1 M / 0 * 0 0 60 r V OVERALL BUILDING PLAN SCALE 4" = 1 ' --- REV I DATE I BY RE VISIONS DESCR IPTION REV DATE I BY EGRESS REQUIREMENTS & PATHWAY LIGHTING TRAINING ROOMS —ONE REQUIRED EXIT —ALL ROOMS LESS THAN 50 OCCUPANTS EXIT PATHWAY LIGHTING — REQUIRED FOR ROOMS NEEDING MORE THAN ONE EXIT LIGHTED EXIT SIGNS & PATHWAY SIGHTING —ROOMS 100, 120 & 125 ROOM OCCUPANCY, AREA & OCCUPANCY LOAD • ROOM OFFICE GROUP B OCCUPANCY 100 SF / OCCUPANT NO. ROOM NAME OCCUPANCY AREA (SF) LOAD FACTOR OCCUPANCY LOAD 84 100 SF / OCCUPANT 0.84 116 MEN'S TOILET 100 LOBBY GROUP B 498 100 SF / OCCUPANT 4.98 117 101 OFFICE GROUP B 440 100 SF / OCCUPANT 4.40 102 OFFICE GROUP B E)OSTING - NO WORK 2 103 OFFICE GROUP B E)GSTING - NO WORK 3 104 TRAINING GROUP B 354 20 SF /OCCUPANT 17.70 GROUP B 105 OFFICE GROUP B 130 100 SF / OCCUPANT 1.30 TESTING AREA 106 OFFICE GROUP B 130 100 SF / OCCUPANT 1.30 107 OFFICE GROUP B 196 100 SF / OCCUPANT 1.96 i 108 OFFICE GROUP B 270 100 SF / OCCUPANT 2.70 109 OFFICE GROUP B 248 100 SF / OCCUPANT 2.48 -1110 WOMEN'S TOILET GROUP B 60 100 SF / OCCUPANT 0.60 E)GSTING, - NO WORK 111 JANITOR'S CLOSET GROUP B 40 100 SF / OCCUPANT 0.40 112 TRAINING GROUP B 580 20 SF /OCCUPANT 29.00 113 TRAINING GROUP B 564 20 SF /OCCUPANT 28.20 11 :S 1 t Ur r ic;t/ i rtAiNiNU: 5 ,512 SF — NO CHANGE (B— OCCUPNACY) DISPATCH 816 SF — NO CHANGE (B— OCCUPNACY) P• 110 TRAINING ROOM C & EGRESS PLAN N RE WELDING AREA: 1 SF _ NO CHANGE (1994 H -4 OCC) SCALE: �" 1' -0" MEZZ AREA: 528 SF NO CHANGE (B— OCCUPNACY) BUILDING TOTAL: 19,780 SF — NO CHANGE (FOOTPRINT) — EXISTING UNRATED PARTITION. DRAWINGS A2, A3 AND A4 DEPICT THIS REMODEL AREA: 3,684 SF (B— OCCUPNACY NO CHANGE) PARTITION AS ONE —HOUR RATED, BUT IT IS NOT REQUIRED OR BUILDING ENVE�,QPE: N(�l,• CHANGE .t MAINTAINED AS A RATED PARTITION. K l EXISTING ONE —HOUR FULL — HEIGHT PARTITION AND 1 HOUR DOORS r ! V � ���U� N01 `' oot+ SEPARATING GROUP B OCCUPANCY FROM H -4 OCCUPANCY. KL ._.,�_ Pit �� RECEIVED REVISIONS DESCRIPTION A 14.14.051 SJB I SJB I ISSUE FOR CITY REVIEW EXIT SIGNAGE &,EMERGENCY LIGHTING NEW EXIT SIGN WITH EXIT PATHWAY LIGHTING /0 r I � i r r � FFICE I O LOBBY 3n oAO i i OFFICE OFFICE 1 107 106 � OFFICE � � 108 1 I i I I � 11 1 (� � JLN TRAININGI � FFICE 111 a ll APR 18M ITY • �w�'a 4141 REGISTERED SCALE As sN Owry M A � Steve Beck Consultin Northwest Ironworker Trusts DRA,N,,, S.1B 4 7 05 '— ARC iTECT CHK "D SX 4 7 05 Facilities Planning & Design APPROVED SJ8 Norhtwest Ironworker Tr usts sTEvEN 9 Facil Tukwila Trainin Facili Remodel BECK D TE STATE OF WA9W 4.7.05 Building Code & Egress Plans EXP. 5 -18- C� PRO&CT ANANG NUMBER 04 -1602 A1.1 REV A ,. .... :. .. ...•. .. : .:. '. Il, r♦ X - � � ,► ,.. �•. t •r ': ��—i v- � 1 ► i�A�.�SiOlf� !i � �� tir +,rvtA►•+Y w • +•.y+ +w..1�Mr.yi•�•�.t^rL�*. f+ei�k..�'w �.7.�.L'- '�/.+'K'�R.I'' ,. __... -. ,.� .. R•�F(��Iri�...�• .�lIP I !+' 'A'� 'IK•. of OFFICE GROUP B 90 100 SF / OCCUPANT 0.90 115 WOMEN'S TOILET GROUP B 84 100 SF / OCCUPANT 0.84 116 MEN'S TOILET GROUP B E)GSTING - NO WORK 117 STORAGE GROUP B E)GSTING - NO WORK 118 CORRIDOR GROUP B E)OSTING - NO WORK 119 SPRINKLER RISER GROUP B E)GSTING - NO WORK 120 CORRIDOR GROUP B E)OSTING - NO WORK 121 TESTING AREA GROUP H - DIVISION 4 E)GSTING - NO WORK (1994 UBC) _ 122 CORRIDOR GROUP B E)OSTING - NO WORK 125 APPRENTICE SHOP GROUP B E)OSTING - NO WORK 126 WELDING INSTRUCTION GROUP H - DIVISION 4 E)GSTING, - NO WORK (1994 UBC) t 127 WELDING EQUIPMENT GROUP H - DIVISION 4 E)OSTiNG - NO WORK ti (1994 UBC) x 128 RECEIVING DOCK AREA GROUP B E)OSTING - NO WORK 130 DISPATCH AREA GROUP B E)OSTING - NO WORK 131 DISPATCH OFFICE GROUP B 00STING - NO WORT( 932 DISPATCH AREA TOILET IGROUP B 56 100 SF / OCCUPANT 0.56 ,REMODEL AREA (SF) 3 96.76 r ) 1 / r 1 t T I P FORMATION BUILDING CODE: 2003 IBC OCCUPANCY: NO CHANGE (1994 UBC; H -4 w/ 1 --HOUR ' SEPARTION FROM B -2) CONSTRUCTION TYPE: VB (UBC TYPE VN) BUILDING AREA :S 1 t Ur r ic;t/ i rtAiNiNU: 5 ,512 SF — NO CHANGE (B— OCCUPNACY) DISPATCH 816 SF — NO CHANGE (B— OCCUPNACY) P• 110 TRAINING ROOM C & EGRESS PLAN N RE WELDING AREA: 1 SF _ NO CHANGE (1994 H -4 OCC) SCALE: �" 1' -0" MEZZ AREA: 528 SF NO CHANGE (B— OCCUPNACY) BUILDING TOTAL: 19,780 SF — NO CHANGE (FOOTPRINT) — EXISTING UNRATED PARTITION. DRAWINGS A2, A3 AND A4 DEPICT THIS REMODEL AREA: 3,684 SF (B— OCCUPNACY NO CHANGE) PARTITION AS ONE —HOUR RATED, BUT IT IS NOT REQUIRED OR BUILDING ENVE�,QPE: N(�l,• CHANGE .t MAINTAINED AS A RATED PARTITION. K l EXISTING ONE —HOUR FULL — HEIGHT PARTITION AND 1 HOUR DOORS r ! V � ���U� N01 `' oot+ SEPARATING GROUP B OCCUPANCY FROM H -4 OCCUPANCY. KL ._.,�_ Pit �� RECEIVED REVISIONS DESCRIPTION A 14.14.051 SJB I SJB I ISSUE FOR CITY REVIEW EXIT SIGNAGE &,EMERGENCY LIGHTING NEW EXIT SIGN WITH EXIT PATHWAY LIGHTING /0 r I � i r r � FFICE I O LOBBY 3n oAO i i OFFICE OFFICE 1 107 106 � OFFICE � � 108 1 I i I I � 11 1 (� � JLN TRAININGI � FFICE 111 a ll APR 18M ITY • �w�'a 4141 REGISTERED SCALE As sN Owry M A � Steve Beck Consultin Northwest Ironworker Trusts DRA,N,,, S.1B 4 7 05 '— ARC iTECT CHK "D SX 4 7 05 Facilities Planning & Design APPROVED SJ8 Norhtwest Ironworker Tr usts sTEvEN 9 Facil Tukwila Trainin Facili Remodel BECK D TE STATE OF WA9W 4.7.05 Building Code & Egress Plans EXP. 5 -18- C� PRO&CT ANANG NUMBER 04 -1602 A1.1 REV A ,. .... :. .. ...•. .. : .:. '. Il, r♦ X - � � ,► ,.. �•. t •r ': ��—i v- � 1 ► i�A�.�SiOlf� !i � �� tir +,rvtA►•+Y w • +•.y+ +w..1�Mr.yi•�•�.t^rL�*. f+ei�k..�'w �.7.�.L'- '�/.+'K'�R.I'' ,. __... -. ,.� .. R•�F(��Iri�...�• .�lIP I !+' 'A'� 'IK•. PILE CAPS (SHOWN NEAR WORK AREA ONLY) 1 . 0 _ 1 ONE PILE , ..�1 THREE PILE 1 I - - -- �r---- - - - O - -- ------- - - - - -- 0 r- r-i r -n I I I I 1 IC %I 1 1 L —J 100 � L_J I 1 1 1 log 106 1 r -. 1 r�� - 1 l�w�oll (� l s I `` 1 J L . 1 I I 1 T 1 it 1 -� r -- + r - 1 -I ` -- ..... — �T -• ' a Ill OVERALL BUILDING PLAN SCALE: it " = ' —on RE I DATE I BY 0 t 0 U) Wt r r O r r� II OFFICE 0 LOBBY II . I I II 3 3 OLF CE � I I I I 107 6 I OFFICE I I I I 1 it I � II II 2 -= == � = — = == I I 2 � JAN .l I FFICE r' jA 11 TRAINING DEMOLITION PLAN SCALE: i =1 ' --0" R 7 E P COO� A1lItAi� a a t . 1 I ( GEN ERAL NOTES 1. COORDINATION: PROVIDE THE OWNER A LIST OF ITEMS TO BE REMOVED FROM THE BUILDING DURING DEMOLITION AS PART OF THE PROJECT. THE OWNER WILL IDENTIFY ITEMS TO BE RETAINED IF ANY. SELECTED ITEMS SHALL BE TURNED OVER TO THE OWNER. 2. DISPOSAL: ALL MATERIAL NOT IDENTIFIED FOR STOCKPILING OR RE --USE BY THE OWNER SHALL BE REMOVED FROM THE BUILDING AND BE DISPOSED OF IN A LEGAL MANNER BY THE CONTRACTOR. A REMOVAL NOTES DE:�> REMOVE EXISTING GWB PARTITION. SOME PARTITIONS TO BE REMOVED INCLUDE DOORS. SAVE RE— USABLE DOORS, FRAMES AND HARDWARE AND STORE FOR LATER USE IN PROJECT. AT PROJECT COMPLETION DISPOSE OF SALVAGED DOORS NOT CLAIMED BY OWNER. 2� PROVIDE TEMPORARY SUPPORT FOR MEZZANINE STRUCTURE ABOVE, THEN REMOVE EXISTING GWB PARTITION. SOME PARTITIONS TO BE REMOVED INCLUDE DOORS. STOCKPILE RE— USABLE DOORS, FRAMES AND HARDWARE AND STORE 'FOR LATER USE IN PROJECT. AT PROJECT COMPLETION DISPOSE OF SALVAGED DOORS NOT CLAIMED BY OWNER. REMOVE EXISTING WALL AND REPLACE WITH NEW WALL SEE NOTE 1 FOR REMOVAL. SEE DRAWING A3 FOR NEW WORK. P[�,-> i REMOVE EXISTING DOOR. STOCKPILE RE-- USABLE DOORS, FRAMES AND HARDWARE FOR LATER USE IN PROJECT. AT PROJECT COMPLETION DISPOSE OF SALVAGED DOORS NOT CLAIMED BY OWNER. 5� REMOVE EXISTING RELITE FOR INFILL OF WALL. © REMOVE EXISTING CASEWORK, DOORS AND HARDWARE IN THIS AREA TO ACCOMMODATE WALL INFILL. 7 REMOVE SUSPENDED CEILING IN THIS ROOM OR AREA. ® REMOVE EXISTING COFFEE BAR. �j REMOVE EXISTING FINISH WALL TO ALLOW INSTALLATION OF NEW STRUCTURAL PLYWOOD SHEATHING. COORDINATE WITH STRUCTURAL NOTES FOR LOCATION AND EXTENT OF REMOVAL. RECENEO CITY OF TUKWILA SEP - 3 2004 PmrT cam .► EV I DATE I BY kt.i.�6 DESCRIPTION M �i WALL LEGEND EXISTING ONE --HOUR WALL o EXISTING UNRATED WALLS NEW UNRATED WALLS C WALLS TO BE REMOVED 0 0 00 A 18.30.041 &S I SJ8 I ISSUE FOR PERMIT t. wt NMUNZO DESCRIPTION r Northwest Ironworker Trusts C ''G`LE A' 4„4"'" '"° AY Yk j Steve Beck Consulting DRAWN S 1 04 �� ����p cinch S, 5 ie 5 1 104 Facilities Planning do Design I ARCH r `�� See Norhtwest Ironworker Trusts � ��N A C ,� "it Tukwila Training Facility Remodel STATE Q WASNNGTQI 5•1•04 Overall Building & Demolition Plans EXP. 5-18— p6 PR"Ct 04-1602 AMANG NUMBER A2 RE Vp I I WALL LEGEND EXISTING ONE -HOUR WALL © EXISTING UNRATED WALLS NEW UNRATED WALLS 0 2 PILE CAPS r , ONE PILE 1 0 1 L_J THREE PILE � I J J! _ • 'EV I DATE I BY IAPP C0 A t 0 0 in kL vi�j" 5 DESCRIPTION T O w O I� 114 I 117 115 � e4 CORR 1 7 z � VOCATIONAL TRAINING I I REMODEL AREA PARTIAL PLAN 14 i SCALE: j IV =1 ' _099 s 0 j� REV I DATE I BY A 18.30. SCALE: j" =1' -0" kL Vi_-*%A DESCRIPTION FOR PERM I T 4 4 28' -6' I I -- �i 01 OFFICE E l : 1 i 101 I o 41 1 � 0 I � _ OFFICE OFFICE 1 � 107 1 106 OFFICE ICE I 108 07 ® C I � _ 1 I �y I I 28' -6" 4 FF E f� FIC l03 2 e (01� ---------- I �s C04 61 1Y2 F1C TRAINING 105 6 i ■ I / r OFFICE TRA INING wwwuw_ '111151211:11 1 _ d 2 60_6a 1 1 i jo MEN SPRINKLER - 4 , " TOILET 7• -6 y�_ - �+ -� 5 - R 119 g 11 b `•`� o E� FFICE 0 tl•) ® _U RIDOR 1 0 L— TESTING AREA � E d-1 I TOILET PLAN SCALE: J" =1 ' - 0" TRAINING 113 REFER TO TOILET ROOM INTERIOR ELEVATIONS ON DRAWING A3 t r COFFEE BAR SCALE: " = 1' - 0" HEAD DETAIL JAMB DETAIL SERVICE COUNTER SERVICE WINDOWS SCALE: 1 i " =1 ' - s'cAL` AS '0+""T' ""o �" "R Steve Beck Consultin Northwest Ironworker Trusts ���, � s , 04 4141 (�q$�(�D p*•D S.�e 5 1 04 Focilities Planning & design ARCH o aaovf� s,ie Norhtwest Ironworker Trusts J. R E Cp f APPROVED a►M Tukwila Training Facility Remodel STATE Of wasMcTON 5.x.04 Remodel Area Partial Plans EXP. 5-18- �E� PRMCT 04 -1602 DRAWING NUMBER A3 REVA • • • � .ir ,�ar•a+. ,. .. •.�.... >..... .M ..,.. ... ... .. .w .r..• .. .-« ♦♦ �..�- +�M.- _-..w. • .. ». ..a s � ... ". ` , ... ,�• •• �LLa".. ..s• •.r[. ..r.. - 7. .. a ....w .•.. y1� ��..... •.y�.�..�• o eln s' -a• _ DISPATCH TOILET PLAN TOILET PLAN SCALE: } " =1' -0" GENERAL NOTES 1. WALLS ARE 5/8" TYPE X GWB ON METAL STUDS - EXCEPT THOSE CALLED OUT ON STRUCTURAL AS 2x6 FRAMING. INSULATE NEW WALLS W/ R BATTS. WHERE ALIGNING WITH EXISTING WORK, NEW WALL CONSTRUCTION SHALL MATCH EXISTING WALL THICKNESS AND SHALL BE TAPED AND FINISHED SMOOTH. PATCH ANY HOLES, DENTS OR SCRATCHES ON EXISTING WALL AND PREPARE FOR PAINTING. 2. REFER TO WALL DETAIL ON DRAWING A4. 3 T SUPPORT: SUPPORT PARTITIO PER TAI AND PARTITION SU O SUP O PA ONE E DETAILS , SPECIFICATIONS ON DRAWING A6. 4. TOILET ROOMS: ALL FIXTURES SHALL �BE MOUNTED PER MANUFACTURER RECOMMENDATIONS. FIXTURES SHALL BE INSTALLED TO MEET THE REQUIREMENTS OF THE ADA FOR HEIGHT AND CLEARANCE. NOTIFY THE OWNER WHERE SITE CONDITIONS OR PROJECT DOCUMENTS ARE IN CONFLICT WITH THESE REQUIREMENTS. 5. TOILET ROOM WALLS: PROVIDE BACKING AND RECESSES IN WALLS TO RECEIVE TOILET ROOM FIXTURES AND ACCESSORIES. PROVIDE BACKING FOR ALL FIXTURES AND ACCESSORIES. PROVIDE RECESSES AND COORDINATE RECESS LOCATION FOR EACH RECESSED COMPONENT. CONSTRUCTION NOTES 1 NEW WALLS ARE 5/8 Vp TYPE X GWB ON 3� 5/8 20 GA METAL STUDS 0 16" O.C. EXTEND 6" ABOVE ACOUSTIC CEILINGS. I NSULATE N EW WALLS W/ R-11 BATTS. SEE STRUCTURAL NOTES FOR WALL LOCATIONS WITH 2x6 FRAMING. 2 ' 1NFILL EXISTING WALL OPENING --- MATCH EXISTING WALL THICKNESS. 3 INFILL EXISTING DOOR OPENING -- MATCH EXISTING WALL THICKNESS. 4. NO WORK IN THIS ROOM. C. NO WORK IN THIS ROOM - EXCEPT PATCHING AND TRANSITION TO NEW WORK SHOWN. NEW COFFEE BAR - SEE ELEVATION THIS SHEET. PROVIDE UNDERCOUNTER LIFT PUMP UNIT FOR COFFEE BAR SINK DRAIN. REFER TO ENLARGED PLANS FOR NEW TOILET ROOMS. NEW PLUMBING WORK TO BE COORDINATED WITH EXISTING PILE :CAPS -- REFER TO STRUCTURAL DRAWINGS FOR FURTHER INFORMATION. 9_ PROVIDE NEW GWB WALL FINISH OVER NEW STRUCTURAL PLYWOOD SHEATHING. RECENEp DISPATCH AREA TOILET ROOM CONSTRUCTION: CmrOFTUKWLA 1. WALLS ARE 5/8 TYPE X GWB ON 5 1 /2 21 SEP - 3 2044 20 GA METAL STUDS. 2. CEILING IS 5/8" TYPE X GWB ON UNDERSIDE Cen-M OF 5 1 /2 99 20 GA METAL CEILING JOISTS AND 3/4" T &G PLYWOOD ON TOP SIDE. WOOD HEAD AND JAMB FOR SERVICE WINDOW." FIR JAMB W/ I oil x 2" TRIM PAINTED TO MATCH DOOR FRAMES. SLOT FOR SERVICE WINDOW GLASS TRACK. PROVIDE COMPLETE TRACK AND LOCK SYSTEM. SERVICE COUNTER -- 2 LAYERS OF J" PLYWOOD W/ PLASTIC LAMINATE TOP, SIDES AND BOTTOM. 00 10 p u Ir i��/f s'cAL` AS '0+""T' ""o �" "R Steve Beck Consultin Northwest Ironworker Trusts ���, � s , 04 4141 (�q$�(�D p*•D S.�e 5 1 04 Focilities Planning & design ARCH o aaovf� s,ie Norhtwest Ironworker Trusts J. R E Cp f APPROVED a►M Tukwila Training Facility Remodel STATE Of wasMcTON 5.x.04 Remodel Area Partial Plans EXP. 5-18- �E� PRMCT 04 -1602 DRAWING NUMBER A3 REVA • • • � .ir ,�ar•a+. ,. .. •.�.... >..... .M ..,.. ... ... .. .w .r..• .. .-« ♦♦ �..�- +�M.- _-..w. • .. ». ..a s � ... ". ` , ... ,�• •• �LLa".. ..s• •.r[. ..r.. - 7. .. a ....w .•.. y1� ��..... •.y�.�..�• o eln s' -a• _ DISPATCH TOILET PLAN TOILET PLAN SCALE: } " =1' -0" DISPATCH TOILET PLAN TOILET PLAN SCALE: } " =1' -0" WALL LEGEND EXISTING ONE —HOUR WALL o EXISTING UNRATED WALLS NEW UNRATED WALLS 0 1 in . a 0 1 A 6 28' -- 6" C 112' -0" I REFLECTED CEILING PLAN 1 90 =1 9 SCALE: a _ 1'E_ V I DATE I BY SCALE: 1"= 1 ' —0" F& V1 NUN 5 DESCRIPTION RE d I DA TE I BY A J8.30.041 SX I S.8 I ISSUE FOR PERM IT 28. _6 a 26. - 6" 3/4'' ANGLE ATTACHED TO CEILING TEE --- CEILING TEE -- SECURE TO WALL ANGLE ON OPPOSITE WA! L _�a ACOUSTICAL j CLG. TILE SHADOW MOLD WALL ANGLE ATTACHED TO WALL AT METAL STUD NEW PARTITION -- SEE PLAN FOR DESCRIPTION WALL SECTION SCALE: 3 " =1' -0" Northwest Ironworker Trusts GENERAL NOTES 1. NEW SUSPENDED ACOUSTICAL CEILINGS = ASTM C635 INTERMEDIATE .DUTY. PROVIDE DONN DX EXPOSED 15/16 TEE SYSTEM, 050 FLAT WHITE, OR EQUAL. SUPPORT WIRES SHALL BE 12 GAUGE GALVANIZED. ACOUSTIC PANELS SHALL BE ARMSTRONG MINABOARD /CORTEGA No. 769, 24 "x48 "x5/8 '. INSTALL AS SHOWN ON WALL SECTION AND DETAILS ON DRAWING #46. CONSTRUC--ITION NOTES NEW SUSPENDED ACOUSTICAL CEILINGS. HARD CEILING — 5/8" GWB ON 5 1/2 20 GAUGE STEEL JOISTS 24" Q.C. NEW EXIT SIGN WITH EMERGENCY EXIT PATHWAY LIGHTING. NO CEILING WORK IN THIS ROOM. NO WORK IN THIS ROOM — EXCEPT PATCHING AND TRANSITION TO NEW WORK. RECEIVED Crnr OF TLIKWLA SEP -32004 PERMIT CENTER aw iWALt j As *+U'"" ""° A' 4H I Steve Beck Consulting DRnwn► SJB 5 1 04 4141 LR qg�(�p � � 5 1 a Focilities Planning do Design � R V. ,PMOVEo � ,,,,r s.�e Norhtwest Ironworker Trusts s� J. e� 7 DATE Tukwila Training Facility Remodel s��r� o� w�s►�cra� s.�.oa Reflected Ceiling Plans EIfP. 5-18- PROECT 04-1602 DR AWING NUMBER A4 REV2! �... ... r ... . ... .. ._ � .r.- .- w....r. ....ry...r •..+....»«r..- w....... ..�.........� ...� .. � .... .. w� .��.r�rw.�.«r+w+rsa.. ww� . o DISPAT TOILET PLAN E CEILING SYMBOL LEGEND LAY—IN LIGHT FIXTURE (NEW) Q SURFACE MOUNTED LIGHT FIXTURE (NEW) �> PENDANT MOUNTED LIGHT FIXTURE (NEW) SUPPLY AIR DIFFUSER (NEW) RETURN /EXHAUST AIR GRILLE (NEW) • SPRINKLER HEAD (NOT SHOWN) NEW EXIT SIGN WITH EXIT .PATHWAY LIGHTING Q EXIT SIGN (EXISTING) a• -o- CEILING HEIGHT INDICATION EXTEND NEW PARTITIONS 6" ABOVE CEILING NOTE: USE SLIP CONNECTION AT TWO ADJACENT WALLS, AT THE TWO OTHER WALLS, SECURE THE MAIN AND CROSS TEES TO THE WALL ANGLE TO FORM A FIXED CONNECTION. VERIFY WITH CEILING MFR. THE REQUIRED CLEAR DIM. BETWEEN CEILING TEE AND WALL. g f 0 9 , RE!� P�;IA� CAS � 12 � 0 0, 'lukw 0 T4 A 9 112' -0 28 ' 6" _� 2S • --� s I I ..� i �. fir• .� � � � �� � .i —_� �. � �� .� �� 4 i .�� �� �. .� .�� /o I / / OFFICE "Ow / o, R O LOBBY I I 1Q0 I o, SPRINKLER 119 t 0 LO 1* 0 0 M MA. OFFICE 107 co� fFICE � o� O FFIC E � �TIj6NIP 0 II CORRIDOR 120 TESTING A REA 121 TOILET DISPATCH AREA 13 130 f ROOM 110 ROOM 110 TOILE ROOM INTERIOR 21 Z. v OFFICE 106 C 281 ft 0 FF CE I'1 002 D O FFIC 105 FD FICE 103 TRAININ 104 004 RAINING 113 TRAINI 11� MEN O TDILEi � 116 oL hM FfICE I 114 '• I Qk�17 C�RR I � 122 VOCATIONAL TRAINING I DOOR & WINDOW KEY PLAN �9 C 1 I SCALE: A " 1 ' ---0" SOUTH NORTH RM 110 ROOM 111 EL EVATIONS SCALE: 4" =1' -0" SOUTH WEST TOILET ROOM FIXTURE SCHEDULE CRY_ ii RM 110 ROOM 111 EL EVATIONS SCALE: 4" =1' -0" SOUTH WEST TOILET ROOM FIXTURE SCHEDULE CRY_ ITEM WALLS NO. DESCRIPTION MANUFACTURER MODEL FAUCETIVALVE FLOOR BASE NORTH SOUTH EAST 1 TOILET AMERICAN STANDARD AFWALL SLOAN ROYAL 110 2 URINAL AMERICAN STANDARD LYNBROOK SLOAN ROYAL 180 3 LAVATORY" AMERICAN STANDARD LUCERNE 4802 w/ 372 BLADE' 4 MOP SINK AMERICAN STANDARD FLORWELL 8345.110' 5 TOWEL ♦TRASH BOBRICK B -3944 OFFICE 6 SANITARY NAPKIN BOBRICK B -352 25 'AMERICAN STANDARD •• INSULATE WASTE 8 ._ SUPPLY PIPES 7 SOAP DISPENSER BOBRICK B-4112 8 GRAB BAR BOBRICK 8-5837 9 TP +SEAT COVER BOBRICK B -3474 10 MIRROR ' T BOBRICK 13-292 2436 1 ROOM 132 WEST avila )DnSION ROOM 132 �mm mom ROOM WALLS FRAME HARDWARE Ills NO ROOM NAME FLOOR BASE NORTH SOUTH EAST WEST CEILING NOTES (HINGE SIDE) NOTES I 100 LOBBY CARPET CARPET 4" VINYL 4" VINYL PAINT -1 PAINT -1 PAINT -1 PAINT -1 PAINT -1 PAINT -1 ROOM 132 �mm mom J ROOM 132 _ ROOM FINISH SCHEDULE ROOM WALLS FRAME HARDWARE ASSEMBLY NO ROOM NAME FLOOR BASE NORTH SOUTH EAST WEST CEILING NOTES (HINGE SIDE) NOTES 100 LOBBY CARPET CARPET 4" VINYL 4" VINYL PAINT -1 PAINT -1 PAINT -1 PAINT -1 PAINT -1 PAINT -1 PAINT -1 PAINT -1 ACOUSTIC ACOUSTIC 101 OFFICE 102 OFFICE CARPET 4" VINYL NONE 16 GA STEEL n zmoo 6" RETURN PATCH EXISTING ONLY 103 J ROOM 132 _ ROOM FINISH SCHEDULE ROOM WALLS FRAME HARDWARE ASSEMBLY NO ROOM NAME FLOOR BASE NORTH SOUTH EAST WEST CEILING NOTES (HINGE SIDE) NOTES 100 LOBBY CARPET CARPET 4" VINYL 4" VINYL PAINT -1 PAINT -1 PAINT -1 PAINT -1 PAINT -1 PAINT -1 PAINT -1 PAINT -1 ACOUSTIC ACOUSTIC 101 OFFICE 102 OFFICE CARPET 4" VINYL NONE 16 GA STEEL GROUP 1 6" RETURN PATCH EXISTING ONLY 103 OFFICE CARPET 4" VINYL NONE 16 GA STEEL GROUP 2 6" RETURN PATCH EXISTING ONLY 104 TRAINING CARPET 4" VINYL PAINT -1 PAINT -1 PAINT -1 PAINT -1 ACOUSTIC 105 OFFICE CARPET 4" VINYL PAINT -I PAINT -1 PAINT -1 PAINT -1 ACOUSTIC EXISTING DOOR TO REMAIN 106 OFFICE CARPET 4" VINYL PAINT -1 PAINT -1 PAINT -1 PAINT -1 ACOUSTIC 107 OFFICE CARPET 4" VINYL PAINT -1 PAINT -1 PAINT -1 PAINT -1 ACOUSTIC 108 OFFICE CARPET 4" VINYL PAINT -1 PAINT -1 PAINT -1 PAINT -1 ACOUSTIC 109 OFFICE CARPET 4" VINYL PAINT -1 PAINT -1 PAINT -1 PAINT -1 ACOUSTIC 110 WOMEN'S TOILET MEDINTECH 4" COVE PAINT -2 PAINT -2 PAINT -2 PAINT -2 PAINT -2 INTEGRAL FLOOR COVE 111 JANITORS CLOSET MEDINTECH 4" COVE PAINT -2 PAINT -2 PAINT -2 PAINT -2 PAINT -2 INTEGRAL FLOOR COVE 112 TRAINING CARPET 4" VINYL PAINT -1 PAINT -1 PAINT -1 PAINT -1 ACOUSTIC 113 TRAINING CARPET 4" VINYL PAINT-11 PAINT -1 PAINT -1 PAINT -1 ACOUSTIC 114 OFFICE CARPET 4" VINYL PAINT-1 PAINT -1 PAINT -1 PAINT -1 ACOUSTIC 115 WOMEN'S TOILET MEDINTECH 4" COVE PAINT -2 PAINT -2 PAINT -2 PAINT -2 PAINT -2 INTEGRAL FLOOR COVE 116 MEN'S TOILET WOOD 3' -0" x 7' -0" NONE 16 GA STEEL GROUP 1 6" RETURN PATCH EXISTING ONLY 117 STORAGE WOOD 3' -0" x 7' -0" NONE 16 GA STEEL GROUP 1 6" RETURN EXISTING - NO WORK 118 CORRIDOR WOOD 3'-0" x 7' -0" NONE 16 GA STEEL GROUP 1 1 HOUR PATCH EXISTING ONLY 119 SPRINKLER RISER WOOD X-O" x 7' -0" NONE EXISTING - NO WORK 120 CORRIDOR WOOD 3' -0" x 7' -0" NONE 16 GA STEEL GROUP 1 6" RETURN EXISTING - NO WORK 121 TESTING AREA WOOD 3' -0" x 7' -0" NONE 16 GA STEEL GROUP 1 6" RETURN EXISTING - NO WORK 122 CORRIDOR 1 1 EXISTING - NO WORK 125 APPRENTICE SHOP WOOD 4' -0" x 7 %0" NONE EXISTING - NO WORK 126 WELDING INSTRUCTION WOOD 4' -0" x 7 ' -0" NONE 16 GA STEEL GROUP 1 1 HOUR EXISTING - NO WORK 127 WELDING EQUIPMENT EXISTING - NO WORK 128 RECEIVING DOCK AREA STEEL 4' -0" x 7' -0" NONE STEEL EXISTING - NO WORK 130 DISPATCH AREA STEEL T-O" x 7 %0" NONE STEEL PATCH EXISTING ONLY 131 DISPATCH OFFICE STEEL X-O" x 7' -0" NONE STEEL EXISTING - NO WORK 132 DISPATCH AREA TOILET IMEDINTECH 14 " COVE PAINT-2 PAINT -2 PAINT -2 PAINT-2 PAINT -2 INTEGRAL FLOOR COVE PAINT SYSTEMS: PAINT-1 _ ,1 COAT PRIMER + 2 COATS HIGH GRADE LATEX PAINT, SATIN FINISH w __ PAINT 2 1 COAT PRIMER + 2 COATS HIGH GRADE LATEX PAINT, SEMI -GLOSS FINISH *� CARPET: ALLOWANCE _,?PROVIDE ALLOWANCE FOR CARPET AND INSTALLATION SUBCONTRACT DOOR SCHEDULE DOOR FRAME HARDWARE ASSEMBLY WALL RETURN , NO. TYPE MATERIAL SIZE GLAZING MATERIAL GROUP RATING (HINGE SIDE) NOTES 100A EXISTING DOORS TO REMAIN 101A 3 WOOD -0 3' " x 7' -0" NONE 16 GA STEEL GROUP 1 6" RETURN 102A 1 WOOD X -0" x 7' -0" NONE 16 GA STEEL GROUP 2 6" RETURN 103A 1 WOOD 3' -0" x 7' -0" NONE 16 GA STEEL GROUP 2 6" RETURN 103B EXISTING DOOR TO REMAIN 104A 1 WOOD 3' -0" x 7' -0" NONE 16 GA STEEL GROUP 2 6" RETURN 1046 1 WOOD 3' -0" x 7' -0" NONE 16 GA STEEL GROUP 2 6" RETURN 105A 1 WOOD X-O" x - ' -0" NONE 16 GA STEEL GROUP 2 6" RETURN 106A 1 WOOD 3' -0" x 7 %0" NONE 16 GA STEEL GROUP 2 6" RETURN 106B 1 WOOD T-O" x .' -0" NONE 16 GA STEEL GROUP 2 6" RETURN 107A 1 WOOD 3' -0" x 7 %0" NONE 16 GA STEEL GROUP 1 6" RETURN 108A 1 WOOD 3 %0" x . " -0" NONE 16 GA STEEL GROUP 1 6" RETURN 109A 1 WOOD 3' -0" x 7' -0" NONE 16 GA STEEL GROUP 2 6" RETURN 110A 1 WOOD 3' -0" x . " -0" NONE 16 GA STEEL GROUP 2 111A 1 WOOD 3' -0' x 7' -0" NONE 16 GA STEEL GROUP 2 112A 2 WOOD 3' -0" x 7' -0" NONE 16 GA STEEL GROUP 1 6" RETURN 112B 2 WOOD 3' -0" x 7' -0" NONE 16 GA STEEL GROUP 1 6" RETURN 113A 2 WOOD 3'-0" x 7' -0" NONE 16 GA STEEL GROUP 1 1 HOUR REPLACE EXISTTNG DOOR 8 FRAME 114A 1 WOOD X-O" x 7' -0" NONE EXISTING DOOR TO REMAIN 115A 1 WOOD 3' -0" x 7' -0" NONE 16 GA STEEL GROUP 1 6" RETURN 116A 1 WOOD 3' -0" x 7' -0" NONE 16 GA STEEL GROUP 1 6" RETURN REPLACE EXISTTNG DOOR 8 FRAME 117A 1 1 1 EXISTING DOOR TO REMAIN 118A 1 WOOD 4' -0" x 7 %0" NONE EXISTING DOOR TO REMAIN 1168 1 WOOD 4' -0" x 7 ' -0" NONE 16 GA STEEL GROUP 1 1 HOUR REPLACE EXISTTNG DOOR 8 FRAME 119A 1 EXISTING DOOR TO REMAIN 120A 1 STEEL 4' -0" x 7' -0" NONE STEEL EXISTING DOOR TO REMAIN 121A 1 STEEL T-O" x 7 %0" NONE STEEL EXISTING DOOR TO REMAIN 125A 1 STEEL X-O" x 7' -0" NONE STEEL EXISTING DOOR TO REMAIN 130A EXISTING DOORS TO REMAIN 130B 1 STEEL 3' -0" x 7' -0" NONE STEEL EXISTING DOORS TO REMAIN 132A 1 WOOD X -0 " x 7' -0" NONE 16 GA STEEL GROUP 1 HARDWARE GROUPS: GROUP 1 LOCKSET, 3 HINGES, DOOR CLOSER, DOOR STOP, KICK PLATES _GROUP 2 LOCKSET, 3 HINGES, DOOR STOP INTERIOR WINDOW SCHEDULE p OF TUK CRY OUKWItA SEEP - 3 206; PERWTCENTER ITEM GLAZING FRAME ASSEMBLY NO. TYPE SIZE MATERIAL MATERIAL RATING NOTES 102R 1 Y T H x 4'-0"' W TEMPERED GLASS 16 GA STEEL NONE RELIGHT -SILL HEIGHT 4'-T 1058 1 3'-0"' H x 4'-0" W TEMPERED GLASS 16 GA STEEL NONE RELIGHT - SN..L HEIGHT 4'-T 1068 1 Y-(r H x 4' -0' W TEMPERED GLASS 16 G4 STEEL NONE RELIGHT - SILL HEIGHT 4'-T 1098 1 Y-T H x 4'0 W TEMPERED GLASS 16 GA STEEL NONE RELIGHT - SILL HEIGHT 4'-0" 101S 2 Y-r H x 4'0 W TEMPERED GLASS SERVICE WINDOW - SLL HEIGHT 3'$' 107S 2 Y-V H x 4'0 W TEMPERED GLASS SERVICE WINDOW - Sl-L HEIGHT Y-V 1095 2 3'-r H x 4'-T W TEMPERED GLASS SERVICE WNVDOW - SILL HEIGHT 3'-6" --A $CALE AS SriGWly MO P AY YR Steve Beck Consultin Northwest Ironworker Trusts o�,,,�,,,, S& 5 , o� 90q _� R1 Rq$��D p�cb s,ig 5 t o4 Fccilities Plonning &Design �� �`� s,�e Nofitwest Ironworker Trusts S � � ff � DAM Tukwila Training Facility Remodel IE OF WASI#dGTON 5•1•04 Schedules & Interior Elevations W ��& O�O PROXCT ORAMNG NUMB - A5 JREvp .. ... � ... ..--I -.. .. .w• .♦ a _1 _. . .. .� -- -.r•.M .. w.-. -_� -.- f -...- _.._.. .. .wv • -... ��,,.'i_r . y. r � .►..rf.' ♦ ' - � I .'I �.'. .v DOOR NOTES 1. ALL FRAMES SHALL BE 16 GA WELDED CONSTRUCTION. 2. NEW STEEL DOORS SHALL BE 16 GA ALL WELDED CONSTRUCTION. PROVIDE RELITES, SMOKE SEALS, DOOR CLOSERS AND HARDWARE TO MEET ASSEMBLY RATINGS. PAINT DOORS AND FRAMES WITH 2 COATS ALKYD GLOSS ENAMEL. 3. NEW WOOD DOORS SHALL BE 1 J" STRUCTURAL COMPOSITE LUMBER (SCL) SOLID CORE WITH GRADE "A" FACE VENEER TO MATCH EXISTING DOORS. PROVIDE RELITES, SMOKE SEALS, DOOR CLOSERS AND HARDWARE TO MEET ASSEMBLY RATINGS. PROVIDE CLEAR FINISH. 4. DOOR HARDWARE LOCKSET: SCHLAGE SERIES L, GRADE 1, US26D BUTT HINGES: HAGER, BALL BEARING, US26D DOOR CLOSERS: LCN, MORTON DOOR STOPS: TRIMCO, US26D KICK PLATES: TRIMCO, US32D STAINLESS STEEL DOOR SEALS: PEMKO, TO ASSEMBLY REQUIREMENTS w^ TYPE 1 TYPE 2 TYPE 3 DOOR TYPES TOILET ROOM NOTES 1. ALL FIXTURES SHALL BE MOUNTED PER MANUFACTURER RECOMMENDATfONS. FIXTURES SHALL BE INSTALLED TO MEET THE REQUIREMENTS OF THE ADA FOR HEIGHT AND CLEARANCE. NOTIFY THE OWNER WHERE SITE CONDITIONS OR PROJECT DOCUMENTS ARE IN CONFLICT WITH THESE REQUIREMENTS. 2. WAINSCOTTING: ALL TOILET ROOM AND JANITOR CLOSET WALLS SHALL BE PROVIDED WITH FIBER REINFORCED PLASTIC (FRP) WAINSCOTTING. 3. FLOORING: ARMSTRONG MEDINTECH SHEET FLOORING � Eyy��� WITH 4" INTEGRAL COVE. pCI 12 2004 NORTH EAST ROOM 111 ROOM 111 EAST SOUTH NOTE: SEE - DETAILS 1 & 2 FOR CONNE "TIONS OF BRACING CHANGER WIRES TO THE STRUCTURE ABOVE. SEE DETAIL FOR - REO'D COMPRESSION STRUTS ® 12' O.C. 0 2" (MAX.) FROM BRACING -, WIRES TO CROSS RUNNERS. \ T 1' MAX 5 (TY .INSTALLATION NOT WIRE Z =RNING AR TYPICAL: 12 GA. VERTICAL #12 GA. SPLAY PROVIDE & INSTALL SUSPENDED CEIUNG SYSTEM !N ACCORDANCE W UFIC STANDARD HANGER WIRE @ 4'--0" EA. WAY WIRE 'X' WIRE BRACING 25 -2 PARTS I & I L LATERAL BRACING SHALL BE IN ACCORDANCE 10 U13C STANDARD / M IN. 3 TIGHT TURNS IN 1---1 /2 45' IN PLANE OF 25 -2 PART 0. B ENDS OF WIRE. MAX. EACH TEE. MIN. 3 TURNS SCOPE (SEC. 25.21 2 BOT EN DS 2 GA. BRACING WIRE „ TYP. EACH WIRE SUSPENDED CEILING SUPPORTING CEILING LIGHTS AND AIR TERMINALS. W MIN. 4 TITHT TURNS 45' MAX 1 1 /2" X 1 1 /2" X 16 GA. STRUT / . - TIE $ MAX. EXCEPTIONS: 1. CEILING AREA OF 144 SQUARE FEET OR LESS SURROUNDED BY WALLS WHICH CONNECT DIRECTLY TO THE STRUCTURE ABOVE ARE - H , ) S O F TO STRUCTURE OR ROOF / PROVIDE CLEARANCE �� EXEMPT FROM THE LATERAL LOAD DESIGN REQUIREMENTS THE STANDARD. II'J 1-112 WARE TYPICAL. ABOVE �- LOCATE AT EACH AT OPPOSITE WALLS '/ 2. CEILINGS CONSTRUCTED OF LATH AND PLASTER OR GYPSUM BOARD, SCREW LATERAL BRACING POINT - (NOT ATTACHED) 1 /4 CLEAR ON ON LEVEL NG S P WALL M TO WALL AREUEXEOMPTA CEILIIvS AND SCREW TO TEES ,1N DESIGN LOA �S�C 25.21 1) 12 0. C. TYP. - (A) GRID MEMBERS, CONNECTORS AND EXPANSION DEVICES. THE MAIN RUNNERS AND CROSS RUNNERS OF THE CEILING SYSTEM AND THEIR SPLICES, INTERSECTION • �' WIRE �W' / CONNECTORS AND EXPANSION DEVICES SHALL BE DESIGNED AND CONSTRUCTED 4 5 WIRE Y _ TO CARRY A MEAN ULTIMATE TEST LOAD OF 180 POUNDS OR TWICE THE ACTUAL LOAD, X. (N �~ / _ WHICHEVER IS GREATER, IN TENSION WITH A 5— DEGREE MISALIGNMENT OF THE MEMBERS IN \ EXISTING: ATTACHED AT STARTING � ANY DIRECTION AND IN COMPRESSION. IN LOU OF 5 DEGREE MISALIGNMENT, THE LOAD AND ONE ADJACENT WALL MAY BE APPLIED WITH A 1—INCH ECCENTRICITY ON A SAMPLE NOT MORE THAN 24 INCHES 45' MAX HANGER WIRES 'X' AND 'Y' ARE qON S ALL OF INTERLOCKINONTMPE SPLICES AND ►NTERSECTIONS MAIN RUNNER ti 45 IN THE SAME VERTICAL PLAN AS FACE OF WALL M MAX .' THE. MAIN TEE. HANGER WIRES (B) SUBSTANTIATION. THE CEILING SYSTEMS MANUFACTURER SHALL T`'JRNISH CROSS TEE �y '��" �'' MAIN TEE ' W' AND 'Z' ARE IN VERTICAI_ LATERAL LOADING CAPACITY AND DISPLACEMENT OR ELONGATION / PLANES PERPENDICULAR TO THE TEE'S AT WALLS , CHARACTERISTICS INDICATING THE FOLLOWING: MAIN BEAM. 1. MAXIMUM BRACING PATTERN AND MINIMUM WIRE SIZES. • CROSS RUNNER 2. TENSION AND COMPRESSION FORCE CAPABILITIES OF MAIN RUNNER SPLICES, COOS S U R NNER CONNECTIONS AND EXPANSiON DEVICES SUSP. ACOUS. TILE CEILING SUPPORT & BRACING A TYPICAL CEILING BRACING >> 1 ---- - -- - - -- - -- SCALE: NONE - SCALE: NONE r - LIGHTING FIXTURES WLIGHING LESS THAN 56 POUNDS SHALL HAVE TWO NO. 12 GAGE HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. LIGHTING FIXTURES WEIG 56 POUN OR MOR SHALL BE SUPPORTED CT DIRELY FROM THE STRUCTURE BY APPROVED HANGERS. PENDANT -HUNG LIGHTIN' FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE Sl RUrTURF ABOVE USING NO. 9 GAGE WIRE ON APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILIN SUSPENSION SYSTEM FOR DIRECT SUPPORT. WHEN "INTERMEDIATE" SYSTEMS ARE USED, NO. 12 GAGE HANGERS SHALL BE ATTACHED TO THE GRID MEMBERS WITHIN 410 1 3 INCHES OF EACH CORNER OF EACH FIXTURE. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. WHERE "HEAVY DUTY" SYSTEMS ARE USE, SUPPLEMENTAL HANGERS ARF NOT REQUIRED IF A 48 INCH MODULAR HANGER PATTERN IS FOLLOWED. WHEN CROSS RUNNERS ARE USED WITHOUT SUPPLEMENTAL HANGERS TO SUPPORT LIGHTING FIXTURES, THESE CROS<) RUNNERS MUST PROVIDE THE SAME CARRINGN CAPACITY AS '#�HE MAIN RUNNER. G o' ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTATCHED TO THE SUSPENDED CEILING SYSTEM. THE ATTATCHMENT DEVICE SHALL HAVE A CAPACITY OF 100 PERCENT OF THE G� � LIGHTING FIXTURE WEIGHT ACTING IN ANY /Y DIRECTION (SCREW OR APPROVED CLIP (2) PER FIXTURE). SUSP. ACOUS. TILE CEILING SUPPORT & BRACING SCALE: NONE PL.OURESCENT TUBE SOCKET /2" LONG SELF TAPPING ETAL SCREW -USE CAUTION TO /010 FLOURESCENT TUBE DCKET WHEN INSTALLING. SCREW CONN. TO T —BAR SCALE NONE _ a T -BAR AT WALLS - 2 SCALE: NONE - i i CADDY CLIP CONN. TO SCALE: NONE K� WOOD JOISTS �-- BLOCKING "HILTI" CLIP OR EQUAL HANGER WIRE (TEST FOR 200 LBS) ALL TESTS SHALL BE CONDUCTED BY AN APPROVED TESTING AGENCY. ,J (SEC, 25.212) ' (A) EACH VERTICAL WIRE SHALL BE ATTACHED TO THE CEILING SUSPENSION MEMBER AND TO THE SUPPORT ABOVE WITH A MINIMUM OF THREE TURNS. AND CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT i LESS THAN 100 POUNDS. SUSPENSION WIRES SHALL NOT HANG MORE THAN 1 IN 6 OUT —OF —PLUMB UNLESS COUNTER SLOPING WIRES ARE PROVIDED. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE A MINIMUM OF BACK —TO —BACK 1 1/4" COLD— ROLLED CHANNELS FOR SPANS EXCEEDING 48 ". , (B) PERIMETER HANGERS: THE TERMINAL ENDS OF EACH CROSS RUNNER AND MAIN RUNNER SHALL BE SUPPORTED INDEPENDENTLY A MAXIMUM OF 8 INCHES FROM EACH WALL OR CEILING DISCONTINUITY WITH NO. 12 GAUGE WIRE OR APPROVED WALL SUPPORT. (C) LATERAL FORCE BRACING: WHERE SUBSTANTIATING DESIGN CALCULATIONS ARE NOT PROVIDED, HORIZONTAL RESTRAINTS SHALL BE EFFECTED BY FOUR NO. 12 GAUGE WIRES SECURED TO THE MAIN RUNNER WITHIN 2 INCHES OF THE' CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45— DEGREES FROM THE PLANE OF THE CEILING. A STRUT SHALL FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 FEET ON CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6 FEET FROM EACH WALL. ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. LATERAL FORCE BRACING MEMBERS SHALL. BE SPACED A MINIMUM OF 6 INCHES FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT IS NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER TI THEY SUPPORT DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD. WHICHEVER IS GREATER, WITH A SAFETY FACTOR OF 2. JD) PERIMETER MEMBERS. UNLESS PERIMETER MEMBERS ARE A STRUCTURAL PART O APPROVED SYSTEM, WALL ANGLES OR CHANNELS SHALL BE CONSIDERED AS AESTHETIC CLOSERS AND SHALL HAVE NO STRUCTURAL VALUE ASSESSED TO THEMSELVES 6'2 THEIR METHOD OF ATTACHMENT TO THE WALLS. FOR TILE CEILINGS, ENDS OF M,VN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER TO PREVENT THEIR SPREADING. (E) ATTACHMENT OF MEMBERS TO THE PERIMETER. TO FACILITATE INSTALLATION. MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER MEMBF R A' TWO ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS Mf,INTAINED AT THE OTHER TWO WALLS OR AS OTHERWISE SHOWN OR DESCRIBED FOR THE APPROVED SYSTEM. U GHTING FIXTURES (SEC 25.213) INTERMEDIATE AND HEAVY DUTY CEILING SYSTEMS AS DEFINED IN SECTION 25.202 25.202 MAY BE USED FOR THE SUPPORT OF LIGHTING FIXTURES. i ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM. THE ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF 100 • PERCENT OF THE LIGHTING FIXTURE WEIGHT ACTING IN ANY DIRECTION. BRACING WIRE --I 'WHEN HEAVY DUTY SYSTEMS ARE USED, N0. 12 GAUGE HANGERS ARE NOT (2 PER FIXTURE) STEEL STRAP REQUIRED IF A 48 —INCH MODULAR HANGER PATTERN IS FOLLOWED. WHEN CROSS RUNNERS (TEST FOR 440 LBS) ' ARE USED WITHOUT SUPPLEMENTAL HANGARS TO SUPPORT LIGHTING FIXTURES, THESE " CROSS RUNNERS MUST PROVIDE THE SAME CARRYING CAPACITY AS THE MAIN RUNNER • ACCOUSTICAL T -BAR STRAIGHT LIP TYPE FIXTURE LIP HELD BY LEG BARBS. epopnvcn ri i MAIN RUNNER 1 WIDE _ X 2 LONG WHEN IN "ER MEDIATE SYSTEMS ARE USED. NO. 12 GAGE HANGARS SHALL BE ATTACHED X 10 GA . T(, THE GRID MEMBERS WITHIN 3" OF EACH FIXTURE CONNECTION. FIGHTING FIXTURES WEIGHING LESS THAN 56 POUNDS SHALL HAVE, IN ADDITION TO RW" THE RECUIREMENTS OUTLINED ABOVE, TWO NO. 12 GAUGE HANGERS CONNECTED FROM THE AT W FRAMI 6 CME �M LIGHTING THE U FIXTURES I WEIGH O ING 56 POUNDS ABOVE. MORE ALL SUPPORTED DIRECTLY FROM TH STRUCTURE ABOVE BY SCALE: NONE - �` PENDANT—HUNG LIGHTING FIXTURES SHAL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE USING NO. 9 GAGE WIRE OR APPROVED ALTERNATE SUPPORT WITHOUT 2 USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. MECHANICAL DEVICES (SEC. 25.214) CEILING MOUNTED AIR TERMINALS OR SERVICES WEIGHING LESS THAN Of Taw" 20 POUNDS SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN Cit�I RUNNERS OR TO CROSS RUNNERS WITH THE SAME CARRING CAPACITY AS THE MAIN BUILDI NG )l\nSl, RUNNERS. TERMINALS OR SERVICES WEIGHING 20 POUNDS, BUT NOT MORE THAN 56 POUNDS ...... •--"'" SHALL HAVE. IN ADDITION TO THE ABOVE, SHALL HAVE TWO NO. 12 GAUGE HANGARS CONNECTED FROM THE TERMINAL OR SERVICE TO THE CEILING SYSTEM HANGARS C�RECENEp STRUCTURAL SHAPES ONLY OR TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM THE TUKWILJI STRUCTURE ABOVE BY APPROVED HANGARS. S — 3 2004 PARTITIONS (SEC. 25.210 CADDY CLIP CONN. TO T —BAR s SCALE: NONE WEB MEMBERS ` 2 NO. 8 x 1/2" METAL TAPPING SCREWS - 3/4" BY 18 GUAGE STRAP tsnALmI WIRE AT STEEL DECK _ rT� SCALE: NONE WRAP AND TIE AROUND TOPS OF WEB MEMBERS AT OPEN WE STEEL JOIST e SCALE: NONE �- "HILTI" CLIP OR EQUAL WHERE THE SUSPENDED CEILING SYSTEM IS REQUIRED TO PROVIDE PERMITCENTER \ _ LATERAL SUPPORT FOR PERMANENT OR RELOCATABLE PARTITIONS, THE CONNECTION OF HANGER WIRE BRACING WIRE THE PARTITION TO THE CEILING SYSTEM, THE CEILING SYSTEM MEMBERS AND THEIR CONNECTIONS. AND THE LATERAL FORCE BRACING SHALL BE DESIGNED TO SUPPORT THE AT OPEN _WEB STEEL JOIST g �- HANGER WIRE REACTION F ORC E E FFIET PA R T ITION IO FROM PRESCRIBED LOADS APPLIED PERPENDICULAR - BRACING WIRE -� (TEST FOR 200 LBS) TO STEEL STRAP ,L -WIRES (TEST FOR 440 LBS) 1 " W IDE X 2" LONG BRACING W IRES SHALL MEET THE REOUIREMENTS OF ASTM E 580. ,EXISTING CONDMION X 10 GA. WHERE THE HVAC DUCTWORK, FAN COIL. UNITS -CABLE TRAYS DISTURB THE CEIUNG GRID BRACING "T ", WIRE AND STRUT BRACING. THE CEILING GRID WILL eE RE- INSTALLED BRACING WIRES G-) E 580 AT STEEL BEAM 10 AND /OR REPAIRED IN ACCORDANCE WITH UIBC STANDARDS SECTION 25 -2 PART N SCALE: NONE - (INSTALLATION- SCOPE). STEEL DECK "SADDLE TIE" BOTTOM CHORD �"`E AS �"''"" "'° AY Yk Steve Beck Consultin Northwest Ironworker Trusts DRAM s,1e s , � 0 4141 f?[q$TERM cx+ub 5 t 04 Facilities Planning do Design AR 4I �APPROVED � Nofitwest Ironworker Trusts 6 . 3 0 ' sw J BECK -/ o�� Tukwila Training Facility Remodel srArE a wAsMcTa+ - 5.1.04 eiling Installation Details n m-m EIIP. 5 -18 -a PROJECT 04 -1602 WtANANC NUMBER A6 REVD .. , ............_....... v ... ,.�..'4 ....; ti� .e'6 +�.. l.�{!91J, �. .,�s -..�.L i . - �. �.� ...J -...• .++.r ..w r . *, N M No CADDY CLIP CONN. TO T —BAR s SCALE: NONE WEB MEMBERS ` 2 NO. 8 x 1/2" METAL TAPPING SCREWS - 3/4" BY 18 GUAGE STRAP tsnALmI WIRE AT STEEL DECK _ rT� SCALE: NONE WRAP AND TIE AROUND TOPS OF WEB MEMBERS AT OPEN WE STEEL JOIST e SCALE: NONE �- "HILTI" CLIP OR EQUAL WHERE THE SUSPENDED CEILING SYSTEM IS REQUIRED TO PROVIDE PERMITCENTER \ _ LATERAL SUPPORT FOR PERMANENT OR RELOCATABLE PARTITIONS, THE CONNECTION OF HANGER WIRE BRACING WIRE THE PARTITION TO THE CEILING SYSTEM, THE CEILING SYSTEM MEMBERS AND THEIR CONNECTIONS. AND THE LATERAL FORCE BRACING SHALL BE DESIGNED TO SUPPORT THE AT OPEN _WEB STEEL JOIST g �- HANGER WIRE REACTION F ORC E E FFIET PA R T ITION IO FROM PRESCRIBED LOADS APPLIED PERPENDICULAR - BRACING WIRE -� (TEST FOR 200 LBS) TO STEEL STRAP ,L -WIRES (TEST FOR 440 LBS) 1 " W IDE X 2" LONG BRACING W IRES SHALL MEET THE REOUIREMENTS OF ASTM E 580. ,EXISTING CONDMION X 10 GA. WHERE THE HVAC DUCTWORK, FAN COIL. UNITS -CABLE TRAYS DISTURB THE CEIUNG GRID BRACING "T ", WIRE AND STRUT BRACING. THE CEILING GRID WILL eE RE- INSTALLED BRACING WIRES G-) E 580 AT STEEL BEAM 10 AND /OR REPAIRED IN ACCORDANCE WITH UIBC STANDARDS SECTION 25 -2 PART N SCALE: NONE - (INSTALLATION- SCOPE). STEEL DECK "SADDLE TIE" BOTTOM CHORD �"`E AS �"''"" "'° AY Yk Steve Beck Consultin Northwest Ironworker Trusts DRAM s,1e s , � 0 4141 f?[q$TERM cx+ub 5 t 04 Facilities Planning do Design AR 4I �APPROVED � Nofitwest Ironworker Trusts 6 . 3 0 ' sw J BECK -/ o�� Tukwila Training Facility Remodel srArE a wAsMcTa+ - 5.1.04 eiling Installation Details n m-m EIIP. 5 -18 -a PROJECT 04 -1602 WtANANC NUMBER A6 REVD .. , ............_....... v ... ,.�..'4 ....; ti� .e'6 +�.. l.�{!91J, �. .,�s -..�.L i . - �. �.� ...J -...• .++.r ..w r . *, N M No STEEL DECK "SADDLE TIE" BOTTOM CHORD �"`E AS �"''"" "'° AY Yk Steve Beck Consultin Northwest Ironworker Trusts DRAM s,1e s , � 0 4141 f?[q$TERM cx+ub 5 t 04 Facilities Planning do Design AR 4I �APPROVED � Nofitwest Ironworker Trusts 6 . 3 0 ' sw J BECK -/ o�� Tukwila Training Facility Remodel srArE a wAsMcTa+ - 5.1.04 eiling Installation Details n m-m EIIP. 5 -18 -a PROJECT 04 -1602 WtANANC NUMBER A6 REVD .. , ............_....... v ... ,.�..'4 ....; ti� .e'6 +�.. l.�{!91J, �. .,�s -..�.L i . - �. �.� ...J -...• .++.r ..w r . *, N M No KA C� w ! �() B C r f II �I i? <I , , I ; !i i II 4 5' 5 IM. U 52 L I '- ;9 Gj / S2 f ,� x V V V X 0 Q (V (V (A (V x x ® x G 1 - �� I J i x x x I x DK (V X' xl r / / / �( w �4 b PARTIAL MEZZANINE FRAMING. PLAN (E I .." zVJDATE I BY APP'D DESCRIPTION RE v OATS I BY J APP'Dl DESCRIPTION A 18130ANI JLY I JLY FOR PE RM I T Northwest Ironworker Trusts 4 pilot EX15T. �aTIJD Y` CALL -► P l2; � 80' T5 T`' 1 5� y°• s _ � � 5x6 NAILER, TYP. SEE DETA' NIIA t� e, T•e P . WHO • SECTION SCALE: 9.y = 1 i�. H554x4 COL. 6 E XIST. 5TUD ^AL.L 3x6 NAILER T`t'r' -- �Q 'T'YP . SEE DETAIL 51' X1 e 36 STIFFENER EA 5 DE, TYP. (4) /6" P BOLTS, T1';:'. H554x4 COL., TYP. SECT[ON _ :2 'A'hLt +�� �� rX I Steve Beck Consulting DRAM JLY 8 30 04 cWb ,LY e 30 1 04 ' Facilities Planning &Design APPROVED JLY Northwest Ironworkers Trust DAM Tukwila Training Facility Remodel 8/30/04 Structural Plans, Sections & Details PROJECT 1231-01 1 0RAWNG HWaoR S1 REVQ 4 1 , .. . N v r,,CN r'0N NOTL5: 1 EX W A:. L TO BE REMO JED - 5EE ARGHITEGTUR. AL DR AK NG5 FOR LOG AT! ONS. > EX 1 5'r. WALL TO REMA!N OR NE WALL - SEE ARCHI TFC TUR AL DRA FOR LOCATIONS. 5 CONTR ACTOR. 5H AFL P RO ✓I DE 5HOR1 NG TO SUPPORT E X 15T. YEZZ AN I NE F1 - COR PRIOR TO REMOVING C \ISTING LOAD - BEARING WALLS - SEE ARr_.H! T"GTURAL DR..AWI NG5 FOR L.00 ATI ONS OF WALLS TO BE REMfO�/ED. 4 REMO /E E XISTI NG FRAMI AND FIN 15HE5, AS NEEDED. TO INSTALL N STEEL T - RAM ING. .REL OG.ATE PIPING, CONDUIT, ETC., AS NEEDED, TO !N57A .L N STEEL FRAMING. REPLAGE hOOD FR A M I N G AND FINISHES TO MATCH EX15TIN6p 5 FOR 7"r P I G A' COLUMN BASE PLATE DETAIL - 5EE DETAIL 5%'52. ^ j r ep REMO',/r E,\;5T. r IN15HE5 TO FACE OF STUD. ADD HGLDOWNS AT EACH END OF WALL,. AS I'0 I CATEE7 ON PLAN AND AS SHOWN IN DETAIL 7i52 ADD 15321' GDX PLYVVQOD TO FACE OF 5TUD5 AND NAIL AT PANEL EDGE5 W/ Sd ® 4" oc AND A I NTERMED I ATE LOG ATI ONS W/ 5d 4 12" oc, - FOP, TYPICAL. SHEARWALL FRAMING DETAILS - SEE DETAIL 6152. PRO- VIDE BLOC+, IN , AT ALL UNSUPPORTED P ANEL 'EDGES. REPLACE' F VSHES TO MATCH EXISTING. [�_:> INST Ni W WOOD- FRAMED S H EARW ALL. ADD HOLDOWNS AT EACH END OF WALL, AS INDICATCD ON FLAN .AND AS 5HOVNN IN DETAIL 7/52. ADD 15 32" GDX PLYWOOD TO FACE OF STUDS AND NAIL AT PANEL EDGES W/ Sd 9 4 oc AND AT INTERMEDIATE LOCATIONS Vet/ 5d (g) 12" oc - f OR TYPICAL SHEARWALL FRAMING DE 7A; LS - SEE DETAI L 6 /S2. PRO\/IDE: BLOCQ NG AT ALL 11N5UPPORTED PANEL 'EDGES. w PRO'•/ I DE r" ! N 15HE5 AS INDICA I N ARGHITEGT!JRAL DRAV�lINGS. I! S �2 A IND IGATES "HD2A" NOLDOI�'.N BY S! MPSON STRONG -T' E COMPANY. 5EE T'It'P'CAL "OLDO^N DETAIL. f A35 ®14" cc ce KC 4 E X ! 5T. 5 (MAX.) - ALr• ^ALL L.00A EA SIDE OF 3x - - I T.. EX' ST. FL.oOR SHE- A7H i NG @) I�'E'Z AN I NE I 5T. EIE��yN1 2x'2 FLOOR do or 5x(b NA ILER ;N! )� COUNTERSUNK BOL75 - --, 7 %0 N STAGGERED ®2 NOTE :.. � O CONTRAC TOR 5H L! E X i S T. LOAD - BEAR NJ SHORE "" X'S + 'r. 5T%D WALL TO BL CONSTRUGT:ON. AS RE'v'O fED �5E_ NEEDED, PR OR OR AW' NG5 FOR REMO rr'h� E X 15r. ST;;D LOGAT'1 ✓N5) gECENED kN A LS 0w of nXWLA SEP - 3 2004 TYPICAL NAILER AT N10 BEAM w .- . • :.y � \.' � •� �7AYR��� r , •r.'fF w.1R -1 ' I w. +/ .n N I' A. K t'.' - Y -.. f .w'. • I . ♦ •.... ^ +n!• : ^.C'.. r _ .r ^. .r • . .: .. A .1. ♦ � 1111. . f • L '�. s xJES�GN_G�'T�R!A LIVE LO ADS : MCZZA!NINE. 50 P5F + 20 P F r-OR PARTITIONS 5E'5MIG DE516'N LOAD5: 5E!E)MIC L05E GROUP: 5EIE 1C DESIGN CATEGORY: D GENERAL ALL CONST RUCTION SHALL CONFORM TO THC I NTE RNA710N AL BUILDING CODE, 2003 EDITION. CONTRACTOR 5HALL VERI F"r ALL EXI 571 N6 D I MENS ON5, MEMBER SIZES, EQUIPMENT WE I &HT5 AND CONDI TION5 PRIOR TO COMMENCING ANY WORK. Ai L DIMENSIONS OF EXISTING CON57RI UCTION 5HOWN ON THE 5TRUC7URAL DRAWIN6E: ARE !NTENDED AS GUIDELINES AND MU57 BE VERIF ED. IF THE EXISTING CONDITIONS DO NOT CLOSELY MATCH THE CONDITIONS SHOWN ON THE 57RUC" LIRAL DRAWIN65, OR IF THE EXISTING NSATERI ALS ARE OF QUESTIONABLE OR SUBSTANDARD QUALITY, NOTIFY 5TRUCTURAAL. ENG INEER PRIOR TO COMMENC I N6 ANY WORK. DO NOT USE SCALED DIMENSIONS, USE ONLY YVRITTEN IpIMEN51ON5. DR.AWIN6-75 INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NO"' SPEC,; F I DALLY SHOWN, BUT ARE S TO DETAILS SHOWN, THEN THE 5I MILAR DETAIL5 5HALL. BE USED, SUBJECT TO REV;CW AND ,APPROVAL B`' THE STRUCTURAL ENG 1 NEER. CONTRACTOR 5HALL BE RESPONSIBLE FOR I N 1 T! ATI N6, MAINTAINING AND 5UPER\/151 N6 ALL 5AFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. CONTRACTOR SHALL PROVIDE TEMPORARY BRAG I NG FOR THE STRUCTURE AND ALL COM;='ONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE CON5TRUC710N DOCUMENTS. CONTRACTOR INITIATED GHAN6E5 SHALL. BE 5U5M I TTED IN k4R I T! N& TO THE STRUCTURAL EhCG!NEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES 5HOWN ON 51- DRAWI ONL`i' ARE NOT ACCEPTABLE. SHOP r'R AK N65 FOR C_-;TRUCTJR AL STEEL MEMBERS 5HALL BF SUBMITTED TO THE STRUCTURAL ENGGINEER roR REVIEW PRIOR TO FABRICATION. DIMEN51ON5 AND QIJANTI TI ES ON THE SHOP r'RAW I NG5 ARE NO'' REVI EWCJ BY THE ENG I NEER OF RECORD AND 7HERE70RE M'J57 BE VERIFIED B`' THE GONTRO ,CTOR. THE CONTRACTOR SHALL Rr /IEW AND STAMP DRAW I NG5 PRIOR TO REVI E VAN BY TAE ENG! NEER OF RECORD. SUBMI TTAL5 SHALL fNC -L!;DE A REPROTJ" UC ! OLE AND ONE COPY. 7*4 REPROIDUC � BLE WILL BE MAR<ED -UP AND RETURNED. STErL 57F-JC 5TEEL DE-5167N, L"ABRICAT ON, AND ERCGTI ON SHALL CONrOR" TO THE POLL 0/11 NG A!SC CODES AND 5PEC!F!CA "5�°EG!FICAT!ON t 5TRJGTLIRAL 5?'EEL BUILDINGS - ALLOWABLE STRESS DE5 AND F"LASTIC DE515N ", IgBQ, INCLU -- 5U=>=L.EMF—N"' NO. I, 200' . "CODE OF STANDARD FOR STEE` SUILDING5 AND BR'rD67E5 ", MAR H - 7. ,20 00. "ALLOWABLE STRESS DE5!6N SPECIFiCATiON FOR 5TRUC71JR JOI lJ5 +N6 ASTM A325 OR A4a0 BOLTS% IC155, AND AMMENDMEN TO APPENDIX A, 1' �l!-v I DATE I BY KL Vi WUh , b DE 5 &ENERAL NOTE5 STEEL_ (C0NT.) 5TRUCTURAL 57EEL SHALL CO!tirO TO THE FOLLOWING REG?UIREMENT5. SHAPES ASTM AgQ2 �F"y = 50 KSI) PLATES A57' -1 A36 f AN6LE5 A57M A36 ROD5 ASTM A56 STRUCTURAL TUBING A5TM A500, GRADE B PIPES A5TM A53, GRADE B BOLTS ASTM A325 - ALL WELDING SHALL BE PERFORMED BY ^ ABC CER_I F I ED W ELDERS IN CONFORMANCE VVI TH AW5 "STRUCTURAL ! NELD i N6 GORE - 5TEEL ", I EDITION. ELECTRODES SHALL BE - 10 KS' LOW HYDROGEN. MELDS SHOWN AS FULL LENJTH SHALL BE TERMINATED A DISTANCE EOU AL TO THE WELD SIZE FROM THE END. GUT AND &RIND OF BACKI NO 'PLA " AT COMPLETE PENETRATION 6ROO' ' ItELD5 AFTER WELD 15 COMPLETE. BEAMS SHALL HAVE STANDARD ROUND HOLES (5TD), AND SINGLE SHEAR PLATES SHALL HA`JE HORI ZONAL SHORT SLOTTED HOES (SE ), UNLESS OTHERWISE NOTED. CONCRETE FLOOR SLAB THE EXIST CONCRETE FLOOR SLAB 15 A PILE SUPPORTED STRUCTURAL SLAB. NEW UNDER5LAB UTILITIES NEED TO BE CAREFULLY COORDINATED BY THE CONTRACTOR TO AVOID I NTERrERENCE WI TH THE EXIST. FOUNDATIONS. WHERE OPEN I NG5 ARE NEEDED IN CONCRETE SLAB TO I NST ALL UNDERSLAB PIPING AND/OR CONDUITS, THEY SHALL ,BF APE AWAY FROM PILE GAP LOGATION5 AND LIMITED TO A MAXIMUM SIZE OF 1' - 6' xi' -6 UNLESS APPROVED BY 5TRUC7URAL EN61 NEER. DO NOT GUT EXIST. REINFORCING 57EEL AT SLAB OPENINGS. REPAIR SLAB TO MATCH EXISTIN6. CONTRACTOR SHALL GOORD I N ATE OPEN I NG5 IN CONCRETE FLOOR SLAB W' TH STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. YVOOD FRAM► N6 LUMBER SHALL BE <1 DRIED OR M.1 AND GRADE) AND MAR<ED IN CONFORMANCE W17H Val PA WESTERN L!)'W'IBER GRAD 1 N6 RULES 'q b . FURNI TO THE FOLLOWI M' M I YJW STAND ARDS: JO 1 5T5 /BE AM 5: D.F. NO . I STUDS AND PLATES D. F . NO. 2 ALL WOOD FQAMI N6 DETA' L 5 NOT SHOVyN OTHERW15E SHALL BE GON57RUGTED TO THE MINIMUM 57AN17)ARD5 OF THE INTERNAT,ONA;- :BUILDINS GORE. MINIMUM 'NAILING, UNLESS 07'HERW SE NOTED, 5HALL CONFORM TO THE N A; LING SCHEDULE SHOWN IN TABLE 2304.Q.' Cr T+4E INTERN AT! ON AL BU'LD!'va CODE. ALL NA! LS SH AL' BE COMMON UNLESS OTHLR^! SE NOTED. ALL WOOD PL A'''E5 IN D I RED' GONT AGT ^!7-4 GONCRE~"E SH A LL BE PRE55UR E - 'rRE ATED Vv' i AN APPRO `tED PRESER /,AT! ' ✓E. ALL STUD V\ALLS NOY OTHERA- 15E NOTED 5HALL BE 2 xb * 16'' cc. TWO 5 D5 M i N I MUM 5HALL BE °ROVIDED A THE r 'O OF ALL "ALL5 AND AT EACH 51 DE OF OPC N! NGS . TWO 2.6 HEADERS 5W ALL BE C'RO`11 DE' OVER. AL:. OPE ' ! NG5 NOT OTHER^ I SE 7 7 1 MBER CONNECTORS IDE F ! ED e -'E ' 7 -- 7 . r - R5 - B E � , . r - R5 A`\D NUMBERS SHALL BC "5TRONCG -T' E" BY 51 Y;D5ON COMPANY. PROVIDE !NUMBER AND 51ZE OF FASTENERS A5 SPEC I F 1 ED BY M AtiUFAGTUR ER ALL BOLTS IN WOOD MEMBER 5 5HALL GONFORV TO A57M A307. RE I DATE I SY A 18 130MI JLY I JLY I ISSUE FOR PERM GROUT GROUT SHALL BE t oe1 KA6FZOUT 2 BY 51 KA GORPORA70N, OR APPRO` ✓ED EOUAL. CONCRETE ALL CONCRETE SHALL ATTAIN A 28 -DAY COMPRESSI STRENGTH f'c = 3,000 P SI . CONCRETE SHALL CONTA AT LE A5T 5� SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A 5LlJMP OF 4" OR LESS. MIXING AND PLACEMENT OF ALL CONCRETE AND SELECTION OF MATERIALS 5HALL BE 1N ACCORDANCE W I TN 1 5C SECTION I q05 AND AC 1 301. MIX SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX, WHICH CAN BE PLACED ri'; HOUT 5E6RE6A7I0N OR EXCESS FREE SURFACE f NATER. ALL CONCRETE SHALL CONTAI N A WATER REDUG I NG ADMIXTURE ADDED IN ACCORDANCE WI THE MANUFACTUER'S DIRECTIONS. INHERE NEW CONCRZTE 15 PLACED AGAINST EXIST. CONCRETE, ROUGHEN EXIST. CONCRETE SURF AGE TO Y'4" AMPLITUDE AND APPLY 51 KADUR 32, H! TO EXIST. CONCRETE SURFACE, PRIOR TO PLACING NEW CONCRETE. �NGHORAGES ANCHOR BOLTS DESIGNATED AS "ADHESIVE ANCHOR5" SHALL BE THREADED ROD (ASTM A36) INSTALLED IN DRILLED HOLES IN EXISTING CONCRETE WITH H I LT! HIT HY -150 ADHESI INSTALLATION 5H.ALL BE IN STRICT ACCORDANCE WITH ICBO E\/ALUATION REPORT ER -51C13. 5PEGI AL!NV5 EGTION SPEC! AL INSPECTION BY A WABO CERTIFIED SPECIAL INSPEC AGENCY 15 REQUIRED FOR THE FOLLOWING ITEMS, iii ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE, 2003 EDITION: ADHESI' ✓E ANCHOR BOLTS) H!6H 5TREN(5T" 9- OLT5 WELDS rn I I rvfn H55 COL . IYY NON - 5HRIN+�\ C7='ZO� Ul H55 COL. CENTERED IN 5TUD WALL .- SEE PLAN FOR SIZE AND ORI ENTATiON T:E % W; (2) 3 4 11 d) ADH ESIVE ANCHOR BOLTS - ORIENT I- TO F 1 T I N 5TUD WALL, TYP. 5 16 TIP. SAN EXIST. SILL ''_ATE - GUT AS NEEDED TO 'iNSTALL COL. �- T'.' E X! 5T'. GOING . 5L.AB I 1 CLE1/ATION DETAIL --( SG ALE: P 4 = I' -D IF% nQI%J", DESC"TION Northwest Ironworker Trusts TYPICAL HOLDONN DETAIL SCALE. 1" 41 1,1 Steve Beck Consulting DRAWN JLY 8 30 04 ` oW'o ,fir 8 30 04 Facilities Planning do Design V4 AA*0kE0 .x.Y Northwest Ironworkers Trusts WE Tukwila Training Facility Remodel 8/30/04 Structural Notes, Sections 8 Details PROJECT pRANING NNMBER ,2�,.0� g2 REVZ� � � J • H55 x 4 CIO T`-P. - FI .AN 2 n� CIO IT- 3 �8 H55 - 7x4 !BEOTION 5G 1 1.E. .� - - �----� (: 76" �V BOLTS, TYP. r„ r<� + + Y �!o, TYP. Y4 R E�EYVE CODE f 12 2004 ; SECTION SCALE: 54" I Od @ .4 A55 ca) 16" or, T,' EXIST. N!EZ4, I NE EXI5T. , 2x12 T'LOOR , e) ADHESI E ANGHCR BOLTS SHEARWALL - SEE e 32' oc PN PLAN FOR 'R 3 ibX 2 x2 LOCATIONS le A5HER5 EDGE NAILfNG if1 � 7 EXIST. CONC. SLAB l q4 ) E X '5 T. H557xT A' 1 ( ;a'C BOLTS CATION CIO P 3 b E X 1 57. H55 ; SECTION 1 SIDES, SECT B, is 5G L_ ;4 -O THRV -BOLTS AS REG'D BY HOI DOWN M AN�FAC,7 SOLE PLATE - �� 11 HOLDOWN - SEE PI AN ADHESI ✓E ,�1GtiOR BC�T "� PE%NT ceirm TYPICAL SHEAR DETAIL b SGA_E. 4 0 .,.r- ..�..� P� 3exiOxO' -f O A rA SIDE OF H55 -7 x4 W/ (4� - , e'fd� BOLTS . ..... ..._ :.... ... .. ... _. .. _ .._. _. _ _ .:, �,....,..... _....,,..., - .. . ..ter .f... .. ,�. _ WIO $ EX15T. 57UD WALL 4 3x6 NAILER, TYP. - SEE DETAIL 3/51 k f2 x5ibx0' -6'' Wi BOLTS, TYP. - r - lh. aSar - E �s ..1.�►e