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HomeMy WebLinkAboutPermit D03-069 - FOSTER HIGH SCHOOL - STADIUM PRESS BOX / CONTROL ROOMFOSTER H.S. -PRESS BOX/CONTROL ROOM 4242 SOUTH 144x" STREET D03 -069 z _ l- W r4 2 J U. O 00 W = (.0 W 0 g< co CI H W == � 0 z� W U 0 0— 0 1-' W W` H H O u.i � 0 _ 0 z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1523049108 Address: 4242 S 144 ST TUKW Suite No: Tenant: Name: FOSTER HIGH SCHOOL STADIUM Address: 4242 S 144 ST, TUKWILA, WA Owner: Name: SOUTH CENTRAL SCH DIST 406 Phone: Address: Contact Person: Name: ERIK SWEET Phone: 253 922 -9780 Address: DAVID EVANS & ASSOC., INC, 3700 PACIFIC HY E., #311 Contractor: Name: M J TAKISAKI Address: 1314 S WELLER ST, SEATTLE WA Contractor License No: MJTAKI *123CA DESCRIPTION OF WORK: RECONFIGURE STADIUM /BLEACHERS TO MEET ADA REQUIREMENTS; RELOCATE AND RECONFIGURE CONTROL BOOTH; REPLACE STADIUM ROOF WITH NEW ASPHALT MEMBRANE. Value of Construction: $ $117,623.20 Fees Collected: $1,810.51 Type of Fire Protection: AUTO FIRE ALARM Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 2 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Water Meter: doc: Devperm DEVELOPMENT PERMIT D03 -069 Permit Number: D03 -069 Issue Date: 05/20/2003 Permit Expires On: 11/16/2003 Phone: 206 - 324 -4448 Expiration Date: 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: N Public: N Storm Drainage: N Street Use: N Profit: ?? Non - Profit: ?? Water Main Extension: N Private: N Public: N ?? Printed: 05 -20 -2003 'Jt fi � i�411itV01 /.{ tuuw�inlL w. Permit Center Authorized Signature: Signature: Print Name: uVe- doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 440.46-#41/- Date: 5 -2a I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or -e • a • : =Bork. I am authorized to sign and obtain this development permit. Date: S/?v�U This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D03 -069 Printed: 05 -20 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 1523049108 Permit Number: D03 -069 Address: 4242 S 144 ST TUKW Status: ISSUED Suite No: Applied Date: 03/03/2003 Tenant: FOSTER HIGH SCHOOL STADIUM Issue Date: 05/20/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 8: All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5). 9: Bolts installed in concrete shall be special inspected (UBC Sec. 1701.5.2). 10: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 11: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 12: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 13: A statement from the roofing contractor verifying fire retardant class of roof will be required prior to final inspection (see attached procedure). 14: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 15: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 16: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. doc: Conditions D03 -069 '::,.ui�.:: ; 'Yc�r' +t:''[s`ik£'.:.tt��'»'. a" e�`N zii;!cA}i lk:'. :', 3•t:Xw+ile':aI�SG% r iXi:�fldvB.v'�:tti• •,vtd , .k 'int`r,,,J s Printed: 05 -20 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 17: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 18: ** *FIRE DEPARTMENT CONDITIONS* ** 19: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 20: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) 21: A wet chemical portable fire extinguisher having a minimum rating of 2A:1 B:C:K shall be installed within 30 feet of commercial food heat - processing equipment, as measured along an obstructed path of travel. (UFC 1006.2.7). 22: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. 23: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 -1) 24: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 25: Commercial -type food heat - processing equipment from which grease -laden vapors emanate in normal cooking application shall be protected by an approved automatic extinguishing system. The extinguisher system shall be interconnected to the fuel and current supply so that the fuel or current is automatically shut off to all equipment under the hood, when the system is actuated. (UFC 1006) 26: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 27: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) 28: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 29: Overcrowding an admittance of persons beyond the approved posted capacity are prohibited. (UFC 2501.16.3) 30: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #1900. 31: Local U.L. central station supervision is required. (City Ordinance #1900) 32: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) 33: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #1900) doc: Conditions D03 -069 4. tvol Printed: 05 -20 -2003 34: Key box - When access to or within a structure or an area is duly difficult because of secured openings or where immediate access is necessary for life- saving or fire - fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (UFC 902.4) 35: Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1900) 36: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 37: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) 38: When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of Uniform Building Code 803. 39: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 40: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 41: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: F -T■ W CL�`fi doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Date: L D03 -069 Printed: 05 -20 -2003 Site Address: Tenant Name: Foster High School Mailing Address: Name: Erik Sweet, ASLA E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: E -Mail Address: iapplicalionstpertnit application (1.2003) 1/2003 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Contact Person: Erik Sweet, ASLA 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 ** 4242 South 144th Street Property Owners Name: Tukwila School District 4246 South 144th Street ARC Architects 1101 East Pike Street, Seattle, WA 98122 Stan Lotking David Evans & Associates, Inc. 3700 Pacific Highway East, Suite Page I King Co Assessor's Tax No.: Suite Number: New Tenant: Tukwila city Day Telephone: (253) 922 -9780 City Day Telephone: Fax Number: 311, Tacoma, WA 9R424 City Day Telephone: Fax Number: Floor: ❑ .... Yes ❑ ..No WA State State State State 953 9 92 -9780 253 922 -9781 98188 Zip Mailing Address: David Evans & Associates, Inc. , 3700 Pacific Hwy. E. , #311, Tacoma, WA 98424 City State Zip Fax Number: 253 922 -9781 Zip City 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 stamped by Architect of Record Zip 206 587 -0473 ENGINEER ;OF ; RECORD - All . plans must be wet stamped by Engineer of Record Zip a p.warsawa�nw. . +o.r�rrtearvna;.. ?'sus:. A ^a shMX aai': .��Walm*..e�. ?1�YerA+twaitd+l� k..: ?S4'u'a' 7SL.ik04' „',o=raifd;' i1' 9.5'f ?pV9A'S.7+#'. G �'.i * ' PERMIT INFORMATION 206- 431 -3670 Valuation of Project (contractor's bid price): $ 93,700 Existing Building Valuation: $ Scope of Work (please provide detailed information): (s.ei attached sheet) Will there be new rack storage? 0... Yes [23 .. 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) N/A *For an Accessory dwelling, provide the following: N/A 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: Compact: Handicap: Will there be a change in use? ❑...Yes ® .. No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ .. Sprinklers ®...Automatic Fire Alarm ❑...None ❑ .. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑...No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 1 I paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: if the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water ❑ .. City of Tukwila Water District El .. Water District 1 ❑... Highline Water District ❑...City of Renton Water District Sewer ❑ .. City of Tukwila Sewer District [0.. Val Vue Sewer District ❑...City of Renton Sewer District ❑...City of Seattle Sewer District ❑ .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) lapplicationslpemrit application (1.2003) 1/2003 Page 2 Existing Interior Remodel Addition to Existing Structure New Type of Construction per UBC Type of Occupancy per UBC I Floor 98 336 V —N B 2" Floor 3 Floor Floors thru Basement Accessory Structures Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck ' PERMIT INFORMATION 206- 431 -3670 Valuation of Project (contractor's bid price): $ 93,700 Existing Building Valuation: $ Scope of Work (please provide detailed information): (s.ei attached sheet) Will there be new rack storage? 0... Yes [23 .. 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) N/A *For an Accessory dwelling, provide the following: N/A 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: Compact: Handicap: Will there be a change in use? ❑...Yes ® .. No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ .. Sprinklers ®...Automatic Fire Alarm ❑...None ❑ .. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑...No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 1 I paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: if the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water ❑ .. City of Tukwila Water District El .. Water District 1 ❑... Highline Water District ❑...City of Renton Water District Sewer ❑ .. City of Tukwila Sewer District [0.. Val Vue Sewer District ❑...City of Renton Sewer District ❑...City of Seattle Sewer District ❑ .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) lapplicationslpemrit application (1.2003) 1/2003 Page 2 • • Replace the stadium roof with a new asphalt membrane. Foster High School Stadium Renovation Scope of Work The following work is included in the renovation project at foster High School Stadium: • Reconfigure stadium and bleachers to meet ADA requirements, resulting in a reduction in the number of seats from 1,428 to 1,260 on the west side, and from 520 to 245 on the east side, for a total reduction in seating from 1,948 to 1,505. • Relocate and reconfigure the control booth located in the main stadium, providing upgraded communications and electronics. • the existing concessions stand with a 2,483 square foot con - building. The new bui • i • • vide improved kitchen faci ' • : , . s orage area, and new men's and women's rest room aci ' ' .• x fixtures each. A separate letter is attached requesting a . - • - om building code re• _ - is to permit our proposed numbe • room fixtures, based upon actual historical stadium • ro ' oved acces m e igh school parking lot, designed to rrvde access for emergent, les. Do3 -065 ORMATION -2064334117 Scope of Work (please provide detailed information): Street Use: ❑ .. Street Use Land Altering and /or Hauling: ❑.. Land Altering: ❑...Cut ❑...Channelization /Striping Storm Drainage: ❑ .. Storm Drainage ❑...Flood Control Zone \applications\pennit application (1 -2003) 1/2003 • Water ... ❑ Call before you Dig: 1 -800- 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. cubic yards ❑...Fill 0... Curb cut/Access /Sidewalk Sewer Information: ❑ .. City of Tukwila Sewer District ❑ .. Val Vue Sewer District ❑...City of Renton Sewer District ❑ ..City of Seattle Sewer District ❑ .. Sanitary Side Sewer ❑ .. Sewer Main Extension ❑ ..Private ❑ .. Public Water Information: ❑ .. City of Tukwila Water District ❑ .. Water District #I25 ❑... Highline Water District ❑ ... City of Renton Water District 0.. Water Main Extension ❑ .. Private ❑...Public ❑ .. Water Meter/Exempt: Size(s): ❑ .. Deduct ❑ ...Water Only ❑ .. Water Meter Permanent #: Size(s): ❑ .. Water Meter Temporary #: Size(s): ❑ .. Est. Quantity: gallons ❑ .. Fire Loop/Hydrant (main to vault) #: Size(s): ❑ .. Landscaping Irrigation ❑ .. Miscellaneous: Monthly Service Billing to: Name: Day Telephone: Mailing Address: City Sewer ... ❑ Sewage Treatment State Fire Line .... cubic yards ❑ .. Hauling Zip Water Meter Refund /Billing: Name: Mailing Address: City State Zip Page 3 Day Telephone: Unit Type: ' Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <I00K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall /Floor Mounted Heater Ventilation System 30 -50 HP/1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator – Comm/Ind MECIIANICAL: PERMIT INFOKIVIATION 206 =431-3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: re w * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** � W t O U U O J Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New —.0 Replacement .... Commercial: New .... 0 Replacement .... [] Fuel Type: Electric rl Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION NOTES ,`Applicable to all permits in this applicatiopt •. Value of Construction – In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review– Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: Print Name: Erik J. Sweet, ASLA Day Telephone: (253) 922 -9780 Mailing Address: David Evans & Associates, Inc. , 3700 Pacific Hwy E. , Tacoma, WA 98424 City State Zip Date Application Accepted: . — 03 -03 \applications\permit application (1 -2003) 1/2003 Date Application Expires: 9ro 3 -03 Page 4 Staff Initials: $l�S i .>. +. a.LL-rwenwt4`LNliwlfl�s 1i Y 1044 r � tst9FY.M?` .a•SF�uryl I. 4 •J Si6fiiYMbEi Aai . W 2 g Q = W Z = t-- ZI- Z City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1523049108 Permit Number: D03 -069 Address: 4242 S 144 ST TUKW Status: ISSUED Suite No: Applied Date: 03/03/2003 Applicant: FOSTER HIGH SCHOOL STADIUM Issue Date: 05/20/2003 Receipt No.: R03 -01310 Payment Amount: 47.00 Initials: LAW Payment Date: 10/29/2003 08:53 AM User ID: 1630 Balance: $0.00 Payee: TUKWILA SCHOOL DISTRICT #406 TRANSACTION LIST: Type Method Description Amount doc: Receipt Payment Check 3779 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES RECEIPT 47.00 Account Code Current Pmts 000/345.830 47.00 Total: 47.00 4:1.73 10/ 29 9716 TOTAL 47.00 Printed: 10 -29 -2003 tiL Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: R03-00270 SKS 1165 TRANSACTION LIST: Type Method Description Payment Check 215831 ACCOUNT ITEM LIST: Description doc: Receipt 1523049108 4242 S 144 ST TUKW BUILDING - NONRES PLAN CHECK - NONRES City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 RECEIPT FOSTER HIGH SCHOOL STADIUM RENOVATION TUKWILA SCHOOL DISTRICT 406 Account Code 000/322.100 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 1,195.34 Payment Date: 03/04/2003 10:25 AM Balance: $615.17 Amount 1,195.34 Current Pmts 483.88 711.46 Total: 1,195.34 D03-069 PENDING 03/03/2003 Printed: 03-04-2003 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila TRANSACTION LIST: Type Method 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1523049108 4242 S 144 ST TUKW FOSTER HIGH SCHOOL STADIUM R03 -00616 BLH ADMIN TUKWILA SCHOOL DISTRICT #406 Payment Check Description 217216 BUILDING - NONRES STATE BUILDING SURCHARGE RECEIPT Account Code 000/322.100 000/386.904 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 615.17 Payment Date: 05/20/2003 12:09 PM Balance: $0.00 Amount 615.17 Current Pmts 610.67 4.50 Total: 615.17 D03 -069 APPROVED 03/03/2003 3876 05/21 1716 TOTAL 4264.55 Printed: 05 -20 -2003 z _� . W a JU U 0 U � LIJ � w 0 H O - L3 I— w w � 0 u' O , O co 111 • ~ z Project: �A /7/... S s-t�.Pgpe of Inspection: �' Addres zle Date Called: Special Instructions: Date Wanted: � - 0 �" r , Requester: Phone No: S INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, INA 98188 PERM! (206)43 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: (2- oLy $4 .00 "REINSPECTION F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: . I 1) ��°• —V-7 1 �/ 7h //4 •� ?—) Coe- � � z 1,) � ,71:� �; - ,e_..64--:e., , , 7 ;7 _.r/ ( ,- ..,�r_,,. r� ,alr,,e 3 >. oqt,d)si. z.26/frie:44 , 'tit/5 Special InstrUctions: / fi h L � a „? - c , ‘ aT/ 4 lj,��aL / 1 .../' .? 1/ Phone No: 7 , / :•3-' y) rtielr,r i7 rC .i{' 42" :"--7--o-r. Sal C77 ,e e_ iz°../.�r�'S ='ti4 � -DA -• .-• // 4• tt • A )"" .- N-12,1A 1` ,,,� - > .4,1 te„ Project: I-t S Type o� % � 4 ion: • ��r.f ., — 04 . 7 Address 92.J./ z... c / Date Called: Special InstrUctions: Date Wanted _���� c Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 -3670 ❑ Approved per applicable codes. 0 Corrections required prior to approval. Inspector/ 0R L� Date: $47. EINSPECTI / FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Ime Project: ! , ,p It h �,(�,% Type of Insp tion: .(/ Address. !J ? 1 L / 7 5b /'/9 Date Called: Special Instructions: Date Wanted; -- /0—;71'7- Requester: Phone No: proved per applicable codes. U Corrections required prior to approval. COMMENTS: °L -71- e;"3",-{-IC...• ,,' An te4/Pt l e ' I '' - 4/1 -iit MC" !;1(/ 7. [ 7 7( t2/J i/ z- ' /`_Of " r > 5 i'/Z l r/i r Q�� -,l- . e l s ( .9- i.f, / A .1„,Aio.. rle", 7 e-,./., t-___47 Lzie. ,f6e-t., /94 c f",. P a g,as I k2, 5 -Li /f//4 pz., t� l/�;� \ fn Ai," INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector (206)431 -3670 Date: ,�� 0 $47.00 REINSPECTION f E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: tOS Al .y • c lVtd i GUM Type df��p�ection� ` fl dog) s:• . 1 q i � • Date Called' o g 1 Spe ial Instructiorf 8 1 t O c MIS/ e--- Date Wanted: /67( t,�m) t P.m. Requester: Phone No: _ -7,. —(a (-33 INSPECTION RECORD Retain a copy with permit Doi - 06 , 4 INSPEC�I ION NO. PERMIT.NO. .. CITY. OF TUKWILA BUILDING DIVISION lid-k) 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. .0 Corrections required prior to approval. COMMENTS: q/ 5 )'4: 1 - -a / 6 6 �*--- -- .0 / W � 1 - - /` / k? sL 4 a :r J.-1.71 ,le 7 2-- l"; C ten Y A.(l.'r Cat ive.ls i _-.. -,/) � c 4 i 7 t 9 ,h. hs ✓ 1(4 /9r, q__ f i4, / 4 401.1 ......,..,„ Vie e, l N ,I 2 .� ..ir ei 1.'t / 'l:1f/'i i/" le Go' d .u' > y� ( 4 07.-1,9 1- 2,--,-3 / C?p7 . C �/ /7 /'7/2 Inspect Date: 0- El $47.00 REINSPE 0 FEE REQUIRED. Prior to inspection, fee must be paid atb300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: c-rict-/ P ct: - 1 --- -� u� `'" Sc ftr i 1 of I e ti n: ( A d res .� a� s� Date Called: / 1 2 10 3 �-- Special Instru ns: zwr ` [ 7 `,3-' .p , Date Wanted � l' io /cub.- p.m. Requester: --, Phone No: n — 7 5- cis /33 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #10q, Tyakwila, WA 98188 (206)431 -3670 N Approved per applicable codes. COMMENTS: Corrections required prior to approval. , Pr(440')j r/29 l 4// ,'S 4A 0,p7-49-zAeef Inspector: 7.3, $47.00 REINSPECTIOI4/FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr�jeyct: u C (' Type of I spection: Add A Li. s 1 (��/ -l� r Date Called: /) t l � I // Special Instructions: 1 1 Date Wanted l ;� t / r �� En. / Requester r Pone No: \ -7 _ 24X /1 /3O""t()I INSPECTION NO. pproved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 iRi Corrections required prior to approval. COMMENTS: 4 4 . /"Z (� / ,et>r� r? 5 z-/Y ! S 11 a I at El $47.00 REINSPECTIOANFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Authorized Signature FINALAPP.FRM City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Project Name 1 e Address i' -� ` !. : /`/`/ 1 Retain current inspection schedule Needs shift inspection Approved without correction notice Approved witncorrection notice issued Sprinklers: Fire Alarm: Hood.& Duct: Halon: Monitor: . Pre -Fire: Permits: i; 4 1( /1 ;T TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM �. _S1. Rev. 2/19/98 Steven M. Mullet, Mayor Permit No. UO `t)0o, no .3 c Suite # L I .3 Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 k9 KLEINFELDER An employee owned company September 15, 2003 Kleinfelder Project No: 31616 Mr. Robert Benedicto, Building Official City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 SUBJECT: Final Summary Report Foster High School Athletic Field & Concession 4242 South 144 Street Tukwila, WA 98168 Permit No: D03 -069 Dear Mr. Benedicto: This is to certify that, in accordance with Section 1701 of the Uniform Building Code, we have performed special inspections of the following items, with exceptions as may be noted: Reinforced Concrete • Reinforced Masonry • Epoxy Dowel • Field Welding & Bolting • Soils All inspections and tests were performed and reported according to the requirements and, to the best of our knowledge; the work was in general conformance with the approved plans, specifications and the applicable workmanship provisions of the Auniform Building Code and Washington Uniform Building Code Standards. Please call the undersigned at (425) 562 -4200 if you have any questions or concerns. Sincerely, KLEINFELDER, INC. James A. McElroy, P.E. Manager, Geotechnical Engineers cc: Heery International I EXPIRES 571 q / pS s R. Mlodzik, AWS- ations Supervisor RECEIVED SEP 17 2003 CEVELOP NT Page 1 of 1 31616/SEA3L260.doc Copyright 2003 Kleinfelder, Inc. KLEINFELDER 2405 140th Avenue, NE, Suite A101, Bellevue, WA 98005 (425) 562 - 4200 (425) 562 - 4201 fax Ar OCT -10 -2003 14:51 ARC A'R'C Architects 1101 East Pike Street Seattle, WA 98122 -3915 206.3223322 206.322.9323 Fax Fax #: 328 -4715 431 -3665 587 -0469 292 -8824 Sheet(s):4 NETHERBY The following items are included: For your review & comment ❑ For your information/files ❑ Sent per your request Item: Clarification 20 Message: FAX TRANSMITTAL DATE: October 10, 2003 TO: Colin Matsushima, Takisaki CC: Dave Larson, City of Tukwila Mike Finnegan, Heery Erik Sweet, Cascade D03-z%7 4, FROM: Stacie Netherby ARC Architects PROJECT: Foster Stadium Tukwila Pail... • 4`46 ] ! i• ,. 1.. 1 'ddbSdeJ,Sdi h'. b1 Copies: 1 OCT -10 -2003 14:52 ARC 12Q62 Louvte nal -end t ?!` mod .s • , 'ski i I T 1��Yiln.11YFi1.11�iAu..�4.. Y}}YN ARC Architects 1101 East Pike Street Seattle, WA 98122-3915 206.322.3322 2(16.322.9323 Fax arc@arcrtchitects.com ts.com NETHERBY 12063229323 P.02 Awk ardrp ti) P{A. mAlk haw*. -WiQpcol.oplvan►zeel �eeQ }oipr,, galy. -Itmehine@-Mist weitioks) /abtatino-/Orp �va.�hb✓► F- --- -P�.e� vC- pnak pkop Q iml2ee(6li kolotr6Z. - 0-1741ex, eAkk 0.4 mil 46 L... vvArti ouroutm 1 06:40 ana.._pEeeQ.,Attm._ x of In.ank/il. 4-0 DATE: 10 OCTOBER 2003 SHEET: SCALE: N.T.S. DRAWN: SNC CHECKED: .FOSTER H.S. STADIUM #18 daresosarmousrtuumixstactumarreatuvotery in¢a[ns armserwmasourriaLanardaramiaamemerommur arms wxuscv=raaavap u sir .ate e rr SKA OCT -10 -2003 14:52 0 ARC NETHERBY A•R•C Architects 1101 East Pike Street Seattle, WA 98122 -3915 206.322.3322 206.322.9323 Fax arc®arcarchi tects.com 12063229323 P.03 DATE: 10 OCTOBER 2003 SHEET: SCALE: N.T.S. S KA DRAWN: SNC CHECKED: PROJECT: FOSTER H.S. STADIUM #1 TOTAL P.03 OCT -15 -2003 12:25 ARC A'R'C Architects 1101 East Pike Street Seattle, WA 98122 -3915 206.322.3322 206.322.9323 Fax Fax #: 431 -3665 328 -4715 587 -0469 292 -8824 Sheet(s):6 NETHERBY Clarification 21 & 22 Message: Stacie 11 ietherby, ARC FAX TRANSMTI TAL DATE: October 15, 2003' TO: Dave Larson, City of Tukwila CC: Colin Matsushima, Takisaki Mike Finnegan, Heery Erik Sweet, Cascade PROJECT: Foster Stadium Tukwila The following items are included: 0 For your review & comment 0 For your information/files ® Sent per your request Item: Here are the two letters you requested regarding insulation, thermal barriers and venting. FROM: Stacie Netherby ARC Architects .- si� Sy = pis = 12063229323 P.01 6a'3- Qj:' o'( Copies: 1 ea OCT -15 -2003 12:26 NETHERBY 12146.1229323 P.02 nRC A•R•C ARCHITECTS DATE INITIATED: TO: FROM: PROJECT: SUBJECT: ATTACHMENTS: SCOPE OF CLARIFICATION: Dave, ARCHITECT: Thank you, likktildHl Stan Lokting A R C Architects CONTRACTOR: CLARIFICATION # 21 10/14/03 Dave Larson, City of Tukwila Stan Lokting Foster H.S. Stadium Control Booth Insulation none THE FOLLOWING CLARIFICATION SHOULD RESULT IN NO ADDITIONAL COST TO THE OWNER. SHOULD YOUR OPINION DIFFER, SO ADVISE THIS OFFICE IMMEDIATELY IN WRITING. It has come to our attention that the equipment to be stored in the control booth will require more heat than allowed for a partially heated space. We therefore approve adding R -19 unfaced batt insulation above the ceiling deck to create a total R -value of R -38, and adding R -19 faced batt insulation between floor joists to raise its value to R30. DATE: DATE: IV :tiC;t° 1101 EAST PIKE ST SeATTUC, WA 90122 200.322.3322 TXL 206.322.9323 FAX ARCARCHITECTB.COM OCT -15 -2003 12:26 ARC • A•R•C ARCHITECTS DATE INITIATED: 10/14103 TO: Dave Larson, City of Tukwila FROM: Stan Lokting PROJECT: Foster H.S. Stadium SUBJECT: Rigid insulation & ceiling space ATTACHMENTS: none SCOPE OF CLARIFICATION: Dave, Thank you, e61444 14 Hine, Stan Lokting A R C Architects ARCHITECT: CONTRACTOR: NETHERBY 120b.522323 P.03 CLARIFICATION # ?� THE FOLLOWING CLARIFICATION SHOULD RESULT IN NO ADDITIONAL COST TO THE OWNER. SHOULD YOUR OPINION DIFFER, SO ADVISE THIS OFFICE IMMEDIATELY IN WRITING. This is to confirm two aspects of the ceiling insulation in the control booth, concession restroom, and chase. The ceiling space within the control booth was designed with insulation between joists and left un- vented, which in our opinion will not cause problems. It can be left as built with our approval. Regarding the thermal barrier over the rigid foam insulation, the 1/2" MDO plywood provides a15- minute barrier as required by the UBC, per the attached document. ! a. DATE: DATE: 1101 EAST PIKE ST SEATTLE, WA 80122 206.322.3322 TEL 206.322.0323 FAX ARCARC$IITE:CT$.COM )t:IYi;_1? YrY t'is,llLlry r+c115.lLTfTi'.7C;Y4a ...aar«... »...a.... r V AM- 1 EUH: Building Envelope Theory - Fire Barriers Contact Us. About FOAM -TECH Why. N oain? Client Services Product, Solutions Past, Projects Case Studies Pi agnostics Teating Building Env_elopu T S}�ccisrl.,Env._rc�iltnent� News Muz c http: / /www. foam - tech.com/theory/firebarriers.htm Occupied and Unoccupied Spaces Table of Contents [ Jnsulation_Bsics ] [ R -Va Drift ] [ Ther.inal Breaks [ Whole Wall R -Value ] [ Moisture Barriers ] [ Air Barriers ] [Vjapor Retarders ] [ Ice Darns ] [ Ventilation Basics ] [ Vented vs. Un- vented Roofs ] [ Noise Reducing Barriers ] [ Theory vs. Practice ] [ Sustainability ] Safety Standards for Foam Plastics - ThermallFire Barriers The BOCA National Building Safety Code (1990) requires all foam plastics must be separated from the interior of a building by an approved thermal/fife barrier of % inch gypsum wallboard or equivalent material that will prevent temperature rise to not more that 250 degrees F (121 C) in a 15- minute time period. Codes regulating unoccupied areas, such as attics or crawlspaces, require that combustible building materials are protected against ignition. The 15- minute period is thought to typically be a sufficient time for occupants to escape from a building before they can be trapped, or overcome by smoke from burning wood, plastic or other material. BOCA code regulations regarding thermal barriers apply to occupied areas of commercial buildings, but are often followed as safe guidelines for residential structures ;by local code officials. Tie table below lists a variety of building materials and spray coatings used as thermal barriers, as well as those that provide protection from ignition. The chart includes the minimum thickness, where applicable, of the material required by code for occupied and unoccupied space. Fire barrier information provided here is for informational purposes only. Before proceeding, consult j .. '."xA'?'i'W'�'�'4".�''"�fi�'k?Y 4,'t`dS�'a'�',°•eRi"•;,t r ;t., `s :h± s�:• , xu �;eYr •! r�rFS:• ;rh'ftin);+:'�'i?:,,u..�l?:i!';2 �s',�, ":Cn *.'+:�•",�+�"4;T;' y��tk: Jr''.�'�,zr,%A53�Sr �'3', t 'S'.5.�:�;',�rn�ni1`tt s + "Ky '� -tr 1,Y;'.7� 'n!' V?}l.. :�, f� "• �.,,- imrcwT+ +�aa%a�k!.:....ean. .. ra ..m�ua...�.:•,..,..�w.+.wrow,.�' {,t`r?,?'i •Pjf4;1t'«l,___,( ::� J_ ;?;.;ud!'yreyA Page 1 of 4 10/14/03 m w -C z ~ W 6 � 0 0 N cow W _ w u. = a i .. w Z = I- O Z I- U � o C O H w w LL b Z W • = o' z FOAM -TECH: Building Envelope Theory - Fire Barriers of • your local building code or inspector. While decisions made within one code g c 'tr eo , jurisdiction may be considered as a precedent for others, the final decision on materials, not specifically listed in the code, are usually made on a case -by- i case basis within each jurisdiction. " op http: / /www. foam - tech .com /theory /firebarriers.htm See the excerpt from the 1999 BOCA code regulation 2603.0: "The Use of roam Pl astics iin Building" for more detailed information. Materials for Thermal and/or Ignition Protection hY: t)� Page 2 of 4 10/14/03 z 1 W t J U U 0 U 0 J f w u- Q co ru z �. ▪ t— 0 z � ui 0 ON = Gd V_ LU Z • = O ~ z z v 15 -MIn. Thermal Barrier (Occupied Space) Protect from Ignition (Attic & Crawl Space) Material PA IC IM PA C IC 1M Wood structural panel sheathing or tongue & groove planking 15/32" X Wood Boards 5/8" 1/4" Particle Board, Plywood 4111560 X OBS sheeting* 15/32" 1/4" Sheetrock Gypsum Wall Board 1/2" 3/8" Lath and Plaster - 5/8" 5/8" —'/." X Steel - Base Metal .016 .016 Aluminum - Base Metal .032 .032 Mineral Fiber Insulation 2" 1 -1/2" Rated Grid Suspended Ceiling System 5/8" X MonokoteTM (spray coating) W.R. Grace Co. 3/4" X ZonoliteTM (spray coating) 3/4" X FOAM -TECH: Building Envelope Theory - Fire Barriers of • your local building code or inspector. While decisions made within one code g c 'tr eo , jurisdiction may be considered as a precedent for others, the final decision on materials, not specifically listed in the code, are usually made on a case -by- i case basis within each jurisdiction. " op http: / /www. foam - tech .com /theory /firebarriers.htm See the excerpt from the 1999 BOCA code regulation 2603.0: "The Use of roam Pl astics iin Building" for more detailed information. Materials for Thermal and/or Ignition Protection hY: t)� Page 2 of 4 10/14/03 z 1 W t J U U 0 U 0 J f w u- Q co ru z �. ▪ t— 0 z � ui 0 ON = Gd V_ LU Z • = O ~ z z v StayflexTM (spray coating) Preferred Solutions, Inc. 1/16" - 1/8" XI K -I3Tm (spray coating) National Cellulose Co. (and similar products) 1 -1/2" X Gunnite (spray coating) X X NTEC (spray coating) X X Thermax X X Intumescent Paint X Exposed w /sprinkler X X Masonry or concrete construction - I" or more X X 0 -o tsl to rt./AM-TECH: Building Envelope Theory - Fire Barriers Page 3 of 4 http : / /www. foam- tech.com/theory/firebarriers,htm IC - Identified in Code 1M = Identified by Manutbcturer As part of an assembly Related Information I?j1_e 13rnr>atluf�l�_ls_Liyl Fi eCJ1i ial Barrier I'AQs PA = Previously Approved C = Consistent with the intent of the code FOAM -TECH - P.O. Box 87 - North Thetford, VT 05054 (802) 333 -4333 -1 au>.- 140CQ:1:Unm:les,httiVil? tD Copyright 2002 Building Envelope Solutions, Inc. All Rights Reserved ,....�. - . Wino. �s+ v�•. m: v.' �a��.:.. �s .naur..*+w.w�w.+cwnra�t�zmxia�ti rb 10/14/03 OCT -20 -03 MON 02:59 PM KLEINFELDER KLEINFELDER /1r1 c' ipinyrc award COMPany October 15, 2003 Kleinfelder Project No 31616 Mr. Robert Benedicto, Building Official City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 SUBJECT: Final Summary Report (REVISED) Foster High School Athletic Field & Concession 4242 South 144 Street uukwila, WA 98168 Permit No: D03 -069 and D03 -067 Dear Mr. Benedicto: This is to certify that, in accordance with Section 1701 of the Uniform Building Code, we have performed special inspections of the following items, with exceptions as may be noted: • Reinforced Concrete • Reinforced Masonry • Epoxy Dowel • Field Welding & Bolting • Soils All inspections and tests were performed and reported according to the requirements and, to the best of our knowledge; the work was in general conformance with the approved plans, specifications and the applicable workmanship provisions of the Auniform Building Code and Washington Uniform Building Code Standards. Please call the undersigned at (425) 562 -4200 if you have any questions or concerns, Sincerely, KLEINFELDER, Jams A. McElroy, P.E. Manager, Geotechnical Engine cc: Heery International 31616/SEA3L279.doc Copyright 2003 1L)cinfclder, Inc . EXPIRES 571 q /0T I FAX NO, 4255624201 P. 02 les R. Mlodzik, A S -CWI CITRECEIVED ILA erations Supervisor K L E I N F E L D E R 2405 140th Avenue, NE Suite A101, Bellevue, WA 96005 (425) 562 -4200 (425) 562 -1201 fax O C 1 2 0 2003 PERMIT CENTER Pagel of 1 V.44`;•Lis O CT -20 -03 MON 02:59 PM KLEINFELDER Time: Address or branch office 206 - 431 -3665 Fax number Date: October 20, 2003 Total Pages (including cover sheet): 2 pages Special Instructions: L ICATALOGIFORMS1FAX COVER SHEET WfTH DISCLAIMER.D00 KLEINFELDER, INC. To Robert Benedicto From: Chuck Mlodzik Name Name City of Tukwila company KLEINFELDER, INC. 2405 140 Avenue NE Suite A101 Bellevue, WA 98005 Copy of revised special inspection final letter to include both permit numbers. Any questions please call. NJ ftNi1YG: Information provided via electronic media Is not guaranteed against defects, Including translation and transmission errors. In addition, this electronic cirnmunlcatlon and Its attachments are forwarded to you without passing through our standard review process. Design data and recommendations Included herein should not be used for final design. If the reader Is not the Intended recipient. you era hurcby notified that any dissemination, distribution or copying of this communication Is strictly prohibited. If you have received this Information In error, please notify the sender Immediately. If there are any problems receiving this transmission, please call 425- 562 -4200. FAX NO. 4255624201 P. 01 425 - 562 -4200 425 - 562 -4201 www.kleinfelder.com Original Will Follow: Q Original Will Not. Follow: ID Sent By: , l - -- - -- - - -- Rl• CITY OF TUKWILA OCT PERMIT CENTER Fax uslimmemairri VIM OCT -15 -2003 23:46 ARC A'R'C Architects 1101 East Pike Street Seattle, WA 98122 -3915 2063223322 206322.9323 Fax Fax #: 431 -3665 587 -0469 292 -8824 Sheet(s):2 Dave, NETHERBY Message: FAX TRANSMITTAL DATE: October 15, 2003 TO: Dave Larson, City of Tukwila CC: Mike Finnegan, Heery Erik Sweet, Cascade The following items are included ❑ For your review & comment ❑ For your information/files ® Sent per your request Item: Letter regarding Fire Rating Class of new TPO roofing over 1 existing grandstand roof Here is the letter you requested regarding the TPO roof FROM: PROJECT :: 12063229323 P.01 3-.66 Stacie Netherby ARC Architects Foster Stadium Tukwila Copies: It OCT -15 -2003 23:46 ,can W Lokting From: DouglasSeidler @aol.com tr Sent: Tuesday, June 17, 2003 5:41 AM To: Stan W Lokting Subject: Foster High School Stadium Renovation Seidler Associates, LLC Douglas H. Seidler P.O. Box 758 Sumner, WA 98390 Fax 253 -848 -1805 Phone 253 - 709 -869.3 E -Mail: DouglasSeidler @aol.com To: Stan Lokting, ARC Architects In reviewing your specification on the Foster High School Stadium, Section 07540, Thermoplastic Membrane Roofing at the Stadium Bleacher Building we note the following; 1. Part 1.6, D. 1. requires a Class A fire rating. The current specification calls for a total removal of the existing roofing with Part 2.4, A. calling for a laminated vapor retarder of 2 layers made of Kraft paper installed in adhesive. This would result in a Class C fire rating when followed by a 60 mil TPO adhered membrane. To achieve a class A fire rating a layer of 1/4 inch Dens Deck would need to be installed over the wood deck. 2. Another option would be t� retain the existing BUR roof system which currently has a Class A fire rating and install a 60 mil fleeceback TPO membrane in hot asphalt. This would retain the current Class A fire rating. 3. Usually a Vapor Retarder is necessary when insulation is installed or the new roofing system has a higher perm rating. The GAF TPO specified has a low perm rating and thus will act as an excellent Vapor Retarder in addition to the roof system. 4. The current roof system may be difficult to remove as it was installed in hot asphalt and possible plywood damage will occur. We would recommend to consider not removing the existing roof system and using it as a vapor barrier and installing the new 60 mil TPO fleece back system to achieve the Class A fire rating specified. If the existing roof system must be removed then we recommend installing a 1/4 inch Dens Deck board, eliminating the vapor retarder, and install the TPO 60 mil fully adhered roof system. Either option i.s.available with the GAF factory 15 year warranty as specified. If you have any questions please call. NETHERBY 12063229323 P.02 Douglas H. Seidler, Authorized GAF factory agent for Washington State. 1 RECEI WED OCT .17 'dQt33 DEP ARTMENT TOTAL P.02 r OCT -10 -2003 14:51 ARC A'R'C Architects 1101 East Pike Street Seattle, WA 98122 -3915 206.3223322 206322.9323 Fax Fax #: 328 -4715 431 -3665 587 -0469 292 -8824 Sheet(s) :4 NETHERBY FAX TRANSMITTAL DATE: October 10, 2003 TO: Colin Matsushima, Takisald CC: Dave Larson, City of Tukwila Mike Finnegan, Heery Erik Sweet, Cascade The following items are included: ® For your review & comment ❑ For your information/files ❑ Sent per your request Item: Clarification 20 Message: FROM: PROJECT: 12063229323 P.01 Do3 Copies: 1J 3 Tr- 4 i:t1 04 Stacie Netherby ARC Architects Foster Stadium Tukwila 1 • 44iiu$i.i�il z l-- • Z re -JU O 0 J = i W 0 2 co = I -W z = � w~ U� 0 — • i-- W W F-U LL' .. Z W • = 0 z OCT -10 -2003 14:52 NETHERBY ARC 16474 v . -....I.' • �ls •. • P (lt .ag....m,t a ',e:..> ,..:::�Y�.,.; " • r' ARC Architects 1101 East Pike Street Seattle, WA 98122-3915 206.322.3322 2(16.322.9323 Fax arc @wcrrchitect,.com r NJ.... ��VLt Q - t,f 12063229323 P.02 AI* arial f*.io mak dim.englm. ik1A-- \ lOye, wrN/i 6341,IV stwA l / sr' QnidrQlrviw '�-- h.odat - 0- 0aee, ----- e,uk 44,A end a,-- a - iru�v - f3tbrcak.._so o n:e_p'i2eR,,�N;a -�.._ .€4e D-Hmaitul - 41 9 =' Kai I T . . che 4 O'r DATE: 10 OCTOBER 2003 SHEET: SCALE: N.T.S. DRAWN: SNC PROJECT: .FOSTER H.S. STADIUM #1 8 SKA OINIIIIIIIIMMIPRILKIIIILVIIIMUMMAIMPIMIIIICONLIIMIrrthltIMISSilialeGSLIITIMISMIVIIIIIMLIIIIIIESIIMIIOUIMIIIIWKILIVIIIMINIMIniaZION111.10.1.WICOMVIILTIO:NIAMUAN =my INLuwauI IIIIMI ILIR WUrW et, w �. Yuen OCT -10 -203 14 :52 • ARC NETHERBY A•R•C Architects 1101 East Pike Street Seattle, WA 98122 -3915 206.322.3322 206.322.9323 Fax arc@arcarchitects.com tot 12063229323 P.03 DATE: 10 OCTOk3ER 2003 SHEET: SCALE: N.T.S. DRAWN: SNC CHECKED: PROJECT: FOSTER H.S. STADIUM #1 9 SKA TOTAL P.03 March 14, 2003 STRUCTURAL CALCULATIONS FOR THE AND CONTROL BOOTH TO BE CONSTRUCTED AT: FOSTER HIGH SCHOOL 4242 S 144 STREET TUKWILA, WA, 98168 PREPARED FOR: TUKWILA SCHOOL DISTRICT #406 4640 S 144 STREET TUKWILA, WA 98168 PREPARED BY: 2100 SW RIVER PARKWAY PORTLAND, OREGON 97201 -4830 (503) 223 -6663 JOB # TUKW0000 -0001 INCOMPLE LTR #� FILE COPY G{TY CF TtSMI A Apiz 4 `2„)3 arr HAD fa__ poi -opt • ',` ro�'a71,+4al.Ss. .a- ,crisa'd HatMA t�MlrMUa.w+�..«.rw z _I- w re 2 6U U O 0 C IV 1.- U) a_ W O }}. g J u. co a . I z � � O W F- W U 0 O — W • w w z Ux 0 z DAVID EVANS AND ASSOCIATES INC. JOB DESCRIPTION jSTrz { , S. " ( I CALCULATION FOR Ce . 1 Ord h� = O. i33‘1 5o J e f4 - 1,5 : 1 2,55 1 ° a C �5) 1 1. 25 reF- `k1d (i,g7s) q .11 (I 7 = I. r fek r F 250F Cos la fsP 25 rsF JN.` J 4 op ©- Q BY rf,.rT& DATE 2/tgj/0 SHEET I OF ( SHEETS CHECKED BY DATE is- 3 1 T�. (51 CI DAVID EVANS AND ASSOCIATES INC. JOB DESCRIPTION � 4.s. cats cg as lo►hi CALCULATION FOR ,112,o. T Lr S ; et JN. 4(4 Glznmd - Omd 1 BY DATE 2j q(0 SHEET 70.-' OF SHEETS CHECKED BY DATE l 5, 3 3 2.5) + (2-(,G1 21 (CO3 .:� 5(o, Cot( !- ALL CHt-1 . &..5s t..t M e c::)Lt rJ caottrmo 2 ( t: \ C t t, 4S Su M Q. So LA r QUO U T j G = Sg FSF 1 ° C (Zc?/) C(2: „ 26 r1k1 - 5 e> ( ( W - % CZ°) (I(.c) : t l3 , ' 141 [3---":1%f/C9-1 3 = CoCab)(`3)(0.61) Il 8,51 3 5 = 8 Cs-c() C 12) = 2b, t 144.2_ = 58 (t4') -5� Ie 44.. k "Vo S.G'1 - 3C7 - � � S 6 . ( ) (.1 5 b C3 2N t 2) = 26, 53C -- W (Zs+) (I I - t -1 (0643)( 11 ) �ro h:.` ak: .14:7k Y+D51 :.cYkk$ {bklw"'d�"�h' ?ai+Z'4AYSxlii: s+t tra'"itivha, DAVID EVANS AND ASSOCIATES INC. ^VI JOB DESCRIPTION CALCULATION FOR eAV. ttex ft2A1-AttAC "Pt = Io 1> c , ol$ 5 \.' 7-10 I� 0 -F 2a)(z) = PL•F V:= 3 ©d ►4 `150 - '2-1 Je Slat , `b (c \ J - ■200 40004- bew-i r 2 t o'rte .�.... (157>c .: LL.. 20 rsic.- 0 e 10 3 °( 5 ) JN, BY SHEET 3 CHECKED BY DATE OF DATE , (30)/15 4,14►'2 � , 0 M 1 � = © 3 /1 0 5 = 107 (, (1,15) - f 7, ('igll o k. C .,)'Lx(0 (FR_ 2.-) tizea9:1.5(12-bb)frts z-lea),1 54 44 1 D d ° 0 2 7/ 9 oo . (04'► 3 SHEETS Artexl -18i5a r S)7gs 2°t (o" S N 31 S oCi z- )fl z W . 6 00 o w J � w co I � Z = z w U 0- 01— w w I- - U. z w U= O~ z CP CI ` YYY DAVID EVANS AND ASSOCIATES INC. JOB DESCRIPTION 7 ' r ft.R- FT S, CALCULATION FOR {ASS - Fl>S Fi_oo dot 171— 15 91 (4.) (( 1-) 93 ft-F--- M -13 (/ JN. BY DATE SHEET OF CHECKED BY DATE SHEETS 2._ ji rtgz i o 1.5( 330)(15=52-1 u = 14(1.L)/ 1oo To specify your title block on these five lines, use the SETTINGS main menu selection, choose the DAV E VA Pxtbting & Title Block tab, and ent AN o ASSOC! AT Rar'ffffe block information. Description Section Name 6.75x13.5 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Double Cantilevered Beam with snow drift 6.750 in 13.500 in GluLam 1.150 Pin -Pin Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V8 Fb Base Allow Fv Allow Fc Allow E Title : Dsgnr: Description : Scope : l_ Rev: 550100 User: KW- 0601022, Ver 5.5.0, 25-Sep-2001 (c)1983 -2001 ENERCALC Engineering Software General Timber Beam Page 1 c:lwinnt\profileslpa boldesklop\lu kwl. ecw: Calc 28.67 ft 1.00 ft 7.33 ft 2,400.0 psi 190.0 psi 560.0 psi 1,800.0 ksi Job # Date: 3:45PM, 14 MAR 03 LGea1 Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Lu Lu Lu 0.00 ft 1.00 ft 7.33 ft Full Length Uniform Loads r Center Left Cantilever Right Cantilever Trapezoidal Loads #1 DL © Left DL @ Right Summary Span= 28.67ft, Left Cant= 1.00ft, Right Cant= 7.33ft, Beam Width = 6.750in x Depth = 13.5in, Ends are Pin -Pin Max Stress Ratio 0.757 : 1 Maximum Moment 33.0 k - ft Allowable 43.6 k -ft at 13.744 ft at 28.670 ft Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,934.17 psi Fb 2,553.99 psi Deflections Bending Analysis Ck 20.711 Cv 0.932 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb DL DL DL #/ft # /ft 33.05 k -ft -3.33 k -ft -0.26 k -ft -8.70 k -ft 43.64 fv Fv Center Span... Dead Load Deflection -0.636 in ...Location 14.039 ft ...Length /Deft 540.8 Camber ( using t5 D.L. Defl ) ... @ Center 0.954 in @ Left 0.092 in @ Right 0.619 in 15.094 ft 7.327 Max Moment 33.05 k -ft 0.26 k -ft 8.70 k -ft @ Left Support 6.91 k 31.615 in2 218.50 psi 7.42 k 124.00 #/ft 124.00 #/ft 124.00 #/ft LL @ Left LL @ Right 77.49 psi 218.50 psi Total Load -1.945 in 14.187 ft 176.84 LL LL LL Reactions... Left DL Right DL 81.00 #/ft # /ft Sxx 205.031 in3 CI 0.993 Sxx Req'd 154.17 in3 1.22 in3 40.90 in3 @ Right Support 7.06 k 32.317 in2 218.50 psi 1.79 k Bearing Length Req'd 200.00 #/ft 400.00 #/ft 200.00 #/ft Maximum Shear' 1.5 Allowable Shear: 2.80 k Left Cantilever... Deflection ...Length /Deft Right Cantilever... Deflection ... Length /Defl Start Loc End Loc @ Left @ Right Camber: @ Left @ Center @ Right Max Max Dead Load 0.061 in 392.2 Area 91.125 in2 Allowable fb 2,572.24 psi 2,570.00 psi 2,553.99 psi 5.55 k Bearing Length Req'd 1.467 in 1.962 in 0.412 in 426.6 0.000 ft 14.330 ft Beam Design OK 7.1 k 19.9 k 5.02 k 5.04 k 0.092 in 0.954 in 0.619 in 5.55 k 7.42 k Total Load 0.185 in 129.5 1.448 in 121.5 tress Calcs 4riw�, -,S1 CO To specify your title block on these five lines, use the SETTINGS main menu selection, choose the DAV I D E VA Wilting & Title Block tab, and ent AND ASSOC! AT fo$r'ffffe block information. Q Rev: 550100 User: KW0601022, Ver 5.5.0, 25-Sep-200 (c)1983.2001 ENERCALC Engineering Software General Timber Beam Page 2 II c: \win nt\ profiles \pa boldesktop \lukwl .ecw: Calc Description Double Cantilevered Beam with snow drift L Query Values M, V, & D @ Specified Locations © Center Span Location = © Right Cant. Location = © Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment -0,26 k -ft -0.26 k -ft -0.26 k -ft Title : Dsgnr: Description : Scope : Shear 4.83 k 4.83 k 4.83 k Job # Date: 3 :45PM, 14 MAR 03 Deflection 0.0000 in 0.0000 in 0.0000 in .,,;,.Li;.,!: �''.::,., �: s,' � '..t:.:dt.;;:5t:'r..K:tiaYSri:;: :.a:. .z r,�:�•.11di,,, ^, To specify your title block on these five lines, use the SETTINGS main menu selection, choose the DAV I D E VA Rraiting & Title Block tab, and ent AND A S S O C I AT fo6rtfft'e block information. Q l_ Rev: 550100 User: KW- 0601022, Ver 5.5.0, 25•Sep -2001 (c)1983 -2001 ENERCALC Engineering Software General Timber Beam Page 1 c: \winnt \profiles \pabo \desktop \tukwl. ecw:Calc Description General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Center Left Cantilever Right Cantilever Summary Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,850.22 psi Fb 2,553.99 psi Deflections Center Span... Deflection ...Location ...Length /Deft Camber ( using 1.5 • D. @ Center @ Left @ Right Bending Analysis Ck 20.711 Cv 0.932 @ Center © Left Support © Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Double Cantilevered Beam 6.75x13.5 6.750 in 13.500 In GluLam Le Rb DL DL DL 1.150 Pin -Pin 31.61 k -ft -3.33 k -ft -0.26 k -ft -8.70 k -ft 43.64 fv Fv Dead Load -0.636 in 14.039 ft 540.8 L. Defl ) ... 0.954 in 0.092 in 0.619 in 15.094 ft 7.327 Max Moment 31.61 k -ft 0.26 k -ft 8.70 k -ft @ Left Support 6.30 k 28.849 in2 218.50 psi 5.06 k 7.32 k 124.00 #/ft 124.00 # /ft 124.00 #/ft 75.90 psi 218.50 psi Scope: Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V8 Fb Base Allow Fv Allow Fc Allow E 0.724 : 1 31.6 k -ft 43.6 k -ft at 14.039 ft at 28.670 ft Total Load -1.856 in 14.187 ft 185.33 LL LL LL Reactions... Left DL Right DL Title : Dsgnr: Description : Span= 28.67ft, Left Cant= 1.00ft, Right Cant = 7.33ft, Beam Width = 6.750in x Bearing Length Req'd Bearing Length Req'd 28.67 ft 1.00 ft 7.33 ft 2,400.0 psi 190.0 psi 560.0 psi 1,800.0 ksi 200.00 #Ift 400.00 #/ft 200.00 #/ft Left Cantilever... Deflection ...Length /Deft Right Cantilever... Deflection ...Length /Defl Sxx 205.031 in3 Area CI 0.993 Sxx Req'd 147.48 in3 1.22 in3 40.90 in3 @ Right Support 6.92 k 31.653 in2 218.50 psi Lu Lu Lu Full Length Uniform Loads Y Beam Design OK Depth = 13.5in, Ends are Pin -Pin Maximum Shear' 1.5 Allowable Shear: @ Left @ Right Camber: @ Left © Center @ Right Max Max 1.79 k 2.80 k Allowable fb 2,572.24 psi 2,570.00 psi 2,553.99 psi Dead Load 0.061 in 392.2 1.339 in 1.937 in Job # Date: 3:45PM, 14 MAR 03 0.412 in 426.6 91.125 in2 0.00 ft 1.00 ft 7.33 ft 6.9 k 19.9 k 4.54 k 4.95 k 0.092 in 0.954 in 0.619 in 5.06 k 7.32k Total Load 0.174 In 138.0 1.398 in 125.8 [Stress Calcs 1 ei:,faM;4;�Cby:swu To specify your title block on these five lines, use the SETTINGS main menu selection, choose the DAVID EVA Tht' Ling & Title Block tab, and ent AND ASSOC! AT WM block information. Lk Rev: 550100 User: KW-0601022, Ver 5,5.0, 25-Sep-2001 (c)1983.2001 ENERCALC Engineering Software General Timber Beam Page 2 c:lwin nt\profileslpa boldesktopltukw1.ecw:CaIc Description Double Cantilevered Beam Query Values M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment -0.26 k -ft -0.26 k -ft -0.26 k -ft Title : Dsgnr: Description : Scope: Shear 4.35 k 4.35 k 4.35 k Job # Date: 3:45PM, 14 MAR 03 Deflection 0.0000 in 0.0000 in 0.0000 in ar F�;stl:{fr 4tid :tair.'':,w., To specify your title block on g2, these five lines, use the SETTINGS main menu selection, choose the DAV 1 D E VA P9ridting & Title Block tab, and ent A N o ASSOC( AT Wfl'Efe block information. Rev: 550100 User: KW0601022. Ver5.5.0.25•Sep•2001 Steel Beam Design (c)1983 -2001 ENERCALC Engineering Software Description Beam B General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : W16X26 Center Span Left Cant. Right Cant Lu : Unbraced Length Dead Load Live Load Short Term Location Summary #1 1.800 4.500 8.000 1 Using: W16X26 section, Span = 18. End Fixity = Pinned - Pinned, Lu = 8 Moment fb : Bending Stress fb / Fb Shear fv : Shear Strew fv / Fv Max. M + Max. M - Max. M © Left Max. M © Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl Depth Width Web Thick Flange Thickness Area Maximum 36.48 k -ft 4.67 k 8.41 k -0.233 in 0.000 in 0.000 In 0.000 ft 4.67 8.41 15.690 In 5.500in 0.250 in 0.345 in 7.68 in2 18.50 ft 0.00 ft 0.00 ft 8.00 ft #2 1.800 4.500 16.000 50ft, Fy = 50.0ksi .00ft, LDF = 1.000 Actual 36.476 k -ft 11.408 ksi 0.453: 1 8.414 k 2.145 ksi 0.107 : 1 1.51 2.58 -0.072 0.000 0.000 Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together L point Loads #3 « -- These columns are Dead + Live Load placed as noted - -» DL LL LL +ST LL LL +ST Only , (5 Center (@ Center @ Cants i Cants 11.20 36.48 Weight I -xx I S -xx S -yy Allowable 80.547 k -ft 25.192 ksi 78.450 k 20.000 ksi Force & Stress Summary 4.67 8.41 -0.233 0.000 0.000 8.41 Title : Dsgnr: Description : #4 Scope: -0.233 0.000 0.000 0.000 0.000 ...Query Defl @ 0.000 Reaction @ Left 1.51 4.67 Reaction @ Rt 2.58 Fa calc'd per 1.5 -2, K *Ur > Cc 1 Beam, Major Axis, (102,000 * Cb / Fy) ^.5 <= UrT <_ (510,000 * Cb 1 Fy)^.5 , Fb per 1.5 -6a 4.67 8.41 26.09 # /ft 301.00 in4 9.59 in4 38.368 in3 3.487 in3 #5 Page 1 c:lwin ntlprofiles'paboldesktopltukw 1.ecw: Calc Fy Load Duration Factor Elastic Modulus Max. Deflection Length /DL Defl Length /(DL +LL Defl) 0.000 0.000 0.000 0.000 Section Properties W16X26 r r -xx r -yy Rt #6 Job # Date: 3:45PM, 14 MAR 03 50.00 ksi 1.00 29,000.0 ksi #7 k k k ft Beam OK Static Load Case Governs Stress k -ft k -ft k -ft k -ft k k 0.000 in 0.000 in 0.000 in 0.000 in -0.233 in 3,073.1 : 1 952.2 : 1 k k 6.260 in 1.117 In 1.360 in z Iz W UO to 0 J H W 2 � co = W H zi- t- O z ~ • W U O N O I- W 0 F-: LI Li) z i • co O ~ z CI To specify your title block on these five lines, use the SETTINGS main menu selection, choose the DAV I D E VA RsrBding & Title Block tab, and ent AND AS S O C I AT Mr'fffte block information. Q Rev: 550100 User: KW- 0601022, Ver 5.5.0, 25 -Sep -2001 _ (c)1983-2001 ENERCALC Engineering Software Steel Beam Design Page 1 c:1wl nntlprofiles\pabo\desktopltukw 1. ecw:Caic Description General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : W16X26 Center Span Left Cant. Right Cant Lu : Unbraced Length L Point Loads r Dead Load Live Load Short Term Location Beam Al Summary #1 2.700 4.300 8.000 Using: W16X26 section, Span = 24. End Fixity = Pinned - Pinned, Lu = 8 Moment fb : Bending Stress fb1Fb Shear fv : Shear Stres: fv / Fv Force & Stress Summary r Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Den. Left Cant Defl Right Cant Defl ...Query Defl @ Depth Width Web Thick Flange Thickness Area Maximum 57.88 k -ft 7.31 k 7.31 k -0.702 in 0.000 in 0.000 in 0.000 ft 15.690 in 5.500in 0.250 in 0.345 in 7.68 in2 24.00 ft 0.00 ft 0.00 ft 8.00 ft #2 2.700 4.300 16.000 OOft, Fy = 50.0ksi .00ft, LDF = 1.000 Actual Allowable 57.878 k -ft 80.547 k -ft 18.102 ksi 25.192 ksi 0.719 : 1 7.313 k 1.864 ksi 0.093 : 1 Pinned- Pinned Bm Wt. Added to Loads LL & ST Act Together #3 «_ These columns are Dead + Live Load placed as noted - -» DL LL LL +ST LL LL +ST Oniv e Center Center (( Cants O. Cants 23.48 57.88 3.01 3.01 -0.285 0.000 0.000 0.000 Reaction @ Left 7.31 3.01 7.31 Reaction @ Rt 7.31 3.01 Fa calc'd per 1.5 -2, K *Ur > Cc I Beam, Major Axis, (102,000 * Cb / Fy) ^.5 <= UrT <_ (510,000 * Cb / Fy) ".5 , Fb per 1.5 -6a Weight I -xx I -yy S -xx S -yy 7.31 7.31 -0.702 0.000 0.000 0.000 7.31 Title : Dsgnr: Description : #4 Scope : 78.450 k 20.000 ksi -0.702 0.000 0.000 0.000 7.31 7.31 26.09 #/ft 301.00 in4 9.59 in4 38.368 in3 3.487 in3 #5 Fy Load Duration Factor Elastic Modulus Max. Deflection Length /DL Defl Length /(DL +LL Defl) 0.000 0.000 0.000 0.000 r -xx r -yy Rt #6 Job # Date: 3:45PM, 14 MAR 03 50.00 ksi 1.00 29,000.0 ksi #7 k k k ft Beam OK Static Load Case Governs Stress k -ft k -ft k -ft k -ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k -0.702 in 1,012.1 : 1 410.1 : 1 6.260 in 1.117 in 1.360 in to t.2014}A4 1..0knL4410. l' :. acIK.... z � re 111 6 J UO 0) O J = H w0 2 L Q. _ a � z = E- O W~ 2 • p U 0 N_ F- w W H � tL 0 uj z O H z CP To specify your title block on these five lines, use the SETTINGS main menu selection, choose the DAVI E VA Rating & Title Block tab, and ent ANO AS S O C I AT 1rifftTe block information. Q Rev: 550100 User: KW- 0601022, Ver 5.5.0, 25- Sep -2001 _(c)1983.2001 ENERCALC Engineering Software Steel Beam Design Page 1 II c:\winntkprofiles1pabo\desktop\tukwl.ecw:Calc Description Dead Load Live Load Short Term Location Summary Max. M + Max. M - Max. M @ Left Max. M @ Right Shear © Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl ...Query Defl @ Reaction @ Left Reaction @ Rt Depth Width Web Thick Flange Thickness Area Beam A2 General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : W16X26 Center Span Left Cant. Right Cant Lu : Unbraced Length #1 2.000 3.500 8.000 Using: W16X26 section, Span = 1 End Fixity = Pinned - Pinned, Lu = Moment fb : Bending Stress fb / Fb Shear fv : Shear Stres: fv / Fv Force & Stress Summary -0.097 in 0.000 in 0.000 in 0.000 ft 0.000 2.96 2.96 16.00 ft 0.00 ft 0.00 ft 0.00 ft #2 2.959 k 0.754 ksi 0.052 : 1 -0.038 0.000 0.000 1.21 1.21 Fa calc'd per 1.5 -1, K`Ur < Cc I Beam Passes 1.5.1.4.1, Para 1, 2, 4, & 5, Fb = 0.66 Fy 15.690 in 5.500in 0.250 in 0,345 in 7.68 1n2 Scope : Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together [point Loads #3 6.00ft, Fy = 36.0ksi 0.00ft, LDF = 1.000 Actual Allowable 22.835 k -ft 75.969 k -ft 7.142 ksi 23.760 ksi 0.301 : 1 Weight I -xx I -yy S -xx S -yy -0.097 0.000 0.000 0.000 56.484 k 14.400 ksi 2.96 2.96 #4 Title : Dsgnr: Description : -0.097 0.000 0.000 0.000 2.96 2.96 26.09 #/ft 301.00 in4 9.59 in4 38.368 in3 3.487 in3 #5 Fy Load Duration Factor Elastic Modulus #6 Beam OK Static Load Case Governs Stress Max. Deflection Length /DL Defl Length /(DL +LL Defl) 0.000 0.000 0.000 0.000 r -xx r -yy Rt 1 1 Job # Date: 3:45PM, 14 MAR 03 36.00 ksi 1.00 29,000.0 ksi #7 k k k ft " «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Maximum Only 0 Center 0. Center (off Cants O. Cants 22.83 k -ft 8.83 22.83 k -ft k -ft k -ft k -ft 2.96 k 1.21 2.96 k 2.96 k 1.21 2.96 k 0.000 in 0.000 in 0.000 in 0.000 in -0.097 in 5,027.3 : 1 1,973.0: 1 k k 6.260 in 1.117 in 1.360 in [Section Properties W16X26 z z w 6 00 fn CO LU J H- M w w tL = d 1- w Z F- 1- 0 Z 1- W • W 0 to O I- W LL O .z U = 0 z To specify your title block on these five lines, use the SETTINGS main menu selection, choose the DAVID E VA Rrtdting & Title Block tab, and ent AND A S S O C I AT Mr' t& block information. Q Rev: 550100 User: KW- 0601022. Ver 5.5.0, 25-Sep-2001 (c)1983-2001 ENERCALC Engineering Software Steel Beam Design Page 1 c: \wi n nt \profiles \pa bo \desktop \I ukw 1. ecw: Calc Description General Information Steel Section : W16X26 Center Span Left Cant. Right Cant Lu : Unbraced Length [oint Loads Dead Load Live Load Short Term Location Summary Using: W16X26 section, Span = 21.00ft, Fy = 50.0ksi End Fixity = Pinned - Pinned, Lu = 8.00ft, LDF = 1.000 Actual Moment 39.025 k -ft tb : Bending Stress 12.205 ksi fb / Fb 0.484: 1 Shear fv : Shear Strew fv1Fv [Force & Stress Summary Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl ...Query Defl @ Reaction © Left Reaction @ Rt Fa calc'd per 1.5 -2, I Beam, Major Axis, Depth Width Web Thick Flange Thickness Area Beam C 21.00 ft 0.00 ft 0.00 ft 8.00 ft #1 2.000 3.500 8.000 16.000 1 Maximum 39.02 k -ft #2 2.000 3.500 6.560 k 1.672 ksi 0.084 : 1 4.99 k 1.99 6.56 k 2.56 -0.345 in 0.000 in 0.000 in 15.690 in 5.500 in 0.250 in 0.345 in 7.68 in2 -0.134 0.000 0.000 0.000 ft 0.000 Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements 11 Fy Load Duration Factor Elastic Modulus Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together #3 «- These columns are Dead + Live Load placed as noted - -» DL LL LL +ST LL LL +ST Only e Center 0 Center (5 Cants 0 Cants 15.06 39.02 4.99 1.99 4.99 6.56 2.56 K'Ur > Cc (102,000 * Cb / Fy) ^.5 <= UrT <_ (510,000 " Cb / Fy) ".5 , Fb per 1.5 -6a Weight I -xx I -yy S -xx S -yy 4.99 6.56 -0.345 0.000 0.000 6.56 #4 Title : Dsgnr: Description : Scope : Allowable 80.547 k -ft 25.192 ksi 78.450 k 20.000 ksi -0.345 0.000 0.000 0.000 0.000 4.99 6.56 26.09 #/ft 301.00 in4 9.59 in4 38.368 in3 3.487 in3 #5 r -xx r -yy Rt #6 l■ Job # Date: 3:45PM, 14 MAR 03 50.00ksi 1.00 29,000.0 ksi #7 k k k ft Beam OK Static Load Case Governs Stress Max. Deflection Length /DL Defl Length /(DL +LL Defl) 0.000 0.000 0.000 0.000 •d k -ft k -ft k -ft k -ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k -0.345 in 1,881.6 : 1 729.6 : 1 6.260 In 1.117 in 1.360 in {1iU4Y.'1.. z w 6 J U 00 co 0 W = H CO W W O L1 < tn� = a I -W Z = I- O Z I- W • W U� 0- O -- W W H 0 O W Z C.) (J) O ~ Z CO CI DAVID EVANS ANDASSOCIATES INC. JOB DESCRIPTION CALCULATION FOR rare I s& Coop ', IT , (1.1r3 ,, . 1 4 R , c , � 15,S -{ '2.-c2)(I 4.'S')+ 1 , X 71 ) I a=-- ki WtU__- 7 ( 4 ) = I on-Ft-r-- evIA) me3 tr)(if e2-500 resF fifeZR,i 2-0C)/ I9f73 I Ti-G! 5 2' prex- A: s ' jizr UrI 1 U(' MtSci. 1 14)17 1500-6__ 10 10/1.5 +' 619(z. 2 teot ArT r-- tlgo-derknot-1 W C t -') Co % ifs JN. likote 1NJ BY 6E0 DATE SHEET OF SHEETS CHECKED BY DATE u�� I Vral ti Mb CM DAVID EVANS AND ASSOCIATES INC. %V 4 11E12. t- , S / spsID t ►-,1 JOB DESCRIPTION CALCULATION FOR &7$t& p o Vtif % M4, P• G co = 0,c0f2-(0)(I&A-)(1-07 I 2 ,p sF F (I ) ( « r���.a? _ 14•� f r • ' M /S 1 )111', r 2 � C. . c t \f ` 1 ,. 2 (4s .C.1 + Q) b) c,2 O Co t �s = I(o rsr = l,o (.1) -t 14-3 t 13,2 (12 , )(7) 4 1 4/` 4 1 2r / ( JN. 14. JOCX7r) — o,o BY 1 -120 DATE 211 S1 b 2 SHEET I OF SHEETS CHECKED BY DATE si._'aLCSI:ii� DAVID EVANS AND ASSOCIATES INC JOB DESCRIPTION Fe09 } --2 , » i CALCULATION FOR 6.491•3 C-6.1% 1011 0 �(sr -itc. 2e*. 3 JN. I t40f2,'�' '' BY tan DATE 2l t et`03 SHEET S OF SHEETS CHECKED BY DATE e4 : J 0 5) V = or CI •d albrl ttl �- .C' (0,15) \L = 2,SCGCL w s cp')(J, 0) (A) or 90 W < c_ \I 0,(2-1/.1 ( [,•th or . 1 1, 3 r 11 /s r $1,, 1.4-S (s4, all' 4 M. Ceitir6 ( 5/0 -Dia VpAsell.=. O, (540)&234 13$ 1 )3.. L ' 1 7 T s4,tai 1 d cor.1 BOTr.. frt. r I OUAVID EVANS AND ASSOCIATES IND' JOB DESCRIPTION CALCULATION FOR JN, "TUJe.tAJ Ova t - Oen , BY I -Ht�� DATE SHEET OF CHECKED BY DATE .(w IIZ MO L) 11(9SB71O+ 113 1'F io 1"13 0 2 ) 2- - 113(1z1i) 11.11-•5 . 1 � �, (I +� � 1�Z (SM c H, 1'13 (6 /2) -µ4 : Gj �'"11 12e C r- 4 Ft SHEETS t2ovF- 7)1 p4a444 Nib `DI = t_ X21 _54i- . e4e (1.)1o. l+3 = M i 150" (A) 15 /3 SI82 1 R=- \,2_ = 1577 957 -7/l o ff - - 2 . o = 114 ? _ 21 o F VF' roll — lJC1X 1 hoc• 136.t Q(="o,c . -3 54. NoM i 'Frit-t Gr • .: {.ai.l; n�iJ� >. <,y ..:(v ::�:..x..i... aioti.;.'GwiY..r d..at:;+x'teY;iaJ cc ±:vii�wcc';:dl.`..:Ssiic "au:.6�i�%wJa4 ;sisuk DAVID EVANS JN, TC-1 K- I,J - f '`ND ASSOCIATES INC' BY FA DATE 2(2, '7o3 JOB DESCRIPTION (��'{ 1 ' < � UP-t SHEET 11 OF SHEETS CALCULATION FOR CO / PJ56 (OKI i I+I� CHECKED BY DATE 9 uT of rt.6.14e- Low ears Gku OW) e t ' 1 1 )1 2 f <4451-it c rr? tA COL Tp RP (i+51t)wr 1 (o )Ct.o) ( ( 3 Co 5)) 69.1 .p wf= o. k lap Fr Mdx _ tea-1 k r - (o.'m.)6,0)1Ai 7-1.44 -4 f m, 6,1 C tp W r : 0 --1(o. )0 ,Q W - 6,2s WI V(.i)wr w ,,o 310 f ra- 'I Cr-Atik o, 2 14- (s e7) fsr-- F Pi cMR ( ! o, z(4- (e - .1 (el fsf- Por k I Jl w4u.s, INc. faxt To specify your title block on these five lines, use the SETTINGS main menu selection, choose the DAV I D EVA Rrftiting & Title Block tab, and ent AND AS S O C I AT P:ar'fTffe block information. Q Rev: 550100 User: KW-0601022, Ver 5.5.0, 25-Sep-2001 (01983.2001 ENERCALC Engineering Software Masonry Wall Design Page 1 c:\win nt \profiles \pa bo\desktop\tukw 1. ecw: Calc Description [General Information Calculations are designed to 1997 UBC Requirements II Wall Height Parapet Height Thickness Rebar Size Rebar Spacing Depth to Rebar Uniform Load Dead Load Live Load Load Eccentricity Roof Load E n: Es /Em Wall Weight 8" CMU Wall at grid E 1,125,000 psi 25.778 78.000 psf L Summary mine 14.00 ft 0.00 ft 8.0 in 6 48 in 3.810 in Loads 700.000 # /ft 1,100.000 # /ft 3.000 in Design Values Max Allow Axial Stress = 0.25 fm (1- (h/140r) ^2) Spinsp AIIow Masonry Bending Stress = 0.33 fm * Spinsp = AIIow Steel Bending Stress = Load Combination & Stress Details Summary Moment Top of Wall in -# DL + LL 5,400.0 DL + LL + Wind 2,100.0 DL + LL + Seismic 2,100.0 Between Base & Top of Wall DL + LL 2,700.0 DL + LL + Wind 6,015.9 DL + LL + Seismic 8,653.9 14.00ft high wall with O.00ft parapet, Med Wt Block w/ 8.00in wall w/ #6 bars at 48.00ino.c. at center Governing Load Combination is.... Dead + Live + Seismic Between Top & Bottom Masonry Bending Stress Steel Bending Stress Masonry Axial Stress Combined Stress Ratio Final Loads & Moments Wall Weight moment @ Mid Ht Dead Load Moment @ Top of Wall Dead Load Moment @ Mid Ht Live Load Moment @ Top of Wall LiveLoad Moment © Mid Ht © Center Maximum AIIow Moment for Applied Axial Load = Maximum Allow Axial Load for Applied Moment = Seismic Factor Calc of Em = fm • Duration Factor Wall Wt Mult. Concentric Axial Load Dead Load Live Load Roof Load Rebar Area Radius of Gyration Moment of Inertia Axial Load Ibs 1,800.0 700.0 700.0 2,346.0 1,246.0 1,246.0 546.00 Ibs 2,100.00 in -# 1,050.00 in -# 3,300.00 in -# 1,650.00 in -# Title : Dsgnr: Description : Scope : 0.3300 750.00 1.330 1.000 0.000 # /ft 0.000 # /ft 0.110 in2 2.205 in 443.320 in4 263.91 psi 495.00 psi 24,000.00 psi Bending Stresses Steel Masonry psi psi 14,293.1 232.7 5,558.4 90.5 5,558.4 90.5 7,146.5 116.3 15,923.4 259.2 22,905.8 372.9 372.88 psi 22,905.76 psi 13.66 psi 0.9544 < 1.3300 Wind Moment @ Mid Ht Seismic Moment @ Mid Ht Total Dead Load Total Live Load 9,067.34 in -# 24,068.68 Ibs fm Fs Special Inspection Solid Grouted Medium Weight Block Equivalent Solid Thickness 7.600 in np k Wind Load (allowable) Job # Date: 3:45PM, 14 MAR 03 0.06202 j 0.29559 2 / kj 7.50561 Axial Compression psi 19.74 7.68 7.68 25.72 13.66 13.66 1,500.0 psi 24,000.0 psi 16.700 psf 4,909.80 in -# 7,567.56 in -# 700.00 Ibs 1,100.00 Ibs 0.90147 Maximum: fb /Fb + fa /Fa f s s 0.5955 0.2316 0.2316 0.3325 0.6635 0.9544 Wall Design OK ��T.J� 4`.1.2v To specify your title block on these five lines, use the SETTINGS main menu selection, choose the DAVID EVA Rating & Title Block tab, and ent AND ASSOC! AT ►oFr'ffffe block information. Rev: 550100 User: KW-0601022, Ver 5.5.0, 25 -Sep -2001 (c)1983-2001 ENERCALC Engineering Software Masonry Lintel Design Page 1 II c: lwinnt \profiles\pabo\desktopllukwl . ecw:Calc Description General Information Calculations are designed to 1997 UBC Requirements 1 fm Fs Em =fm Special Inspection Seismic Factor Wall Wt Mult. Block Type LAppiied Loads Distributed Loads... #1 Wind Load Equiv. Solid Thick Vertical Loads DL Only DL + LL DL + Wind /Seismic + (LL) Lateral Loads Wind Seismic Summary 0.300 1.000 Medium Wt DL + Wind (+ LL) DL + Seismic (+ LL) Vertical Strength As k :(np ^2 +2np) ^.5 -np np j = 1 - k/3 M:mas =Fb k j b d02/2 ' LOF M:StI= FsAsjd Lateral Strength As k:(np ^2 +2np) ^.5 -np np j =1 -k /3 M:mas =Fb k j b d ^2/2 ' LDF M :StI = Fs *As'j'd'LDF Header at Concession 1,500.0 psi 24,000.0 psi 750.00 DL 0.33 k/ft 16.70 psf 0.74 1.04 7.600 in Wall Wt fb /Fb fv /Fv fb /Fb fv /Fv fb /Fb fv /Fv 0.6200 in2 0.23 0.0350 0.923 120.91 k -ft 68.61 k -ft 0.93 in2 0.31 0.07 0.90 14.64 k -ft 12.21 k -ft Clear Span Lintel Depth Thickness End Fixity Bar Spacing Rebar Size # Bars E/F Top Clear Btm Clear # Bar Sets Load Duration Factor Live Loads Not Included with Wind /Seismic Vertical Scope : LL 0.50 k/ft Moment Actual Allowable 6.21 68.61 k -ft 10.38 68.61 k -ft 91.25 k -ft 12.21 k -ft 12.21 k -ft 78.00 psf 0.1513 0.3812 0.0681 0.1716 0.0681 0.1716 Title : Dsgnr: Description : 10.00 ft 5.33 ft 8.00 in Fix -Fix 3.000 in Span= 10.00ft, Depth= 5.33ft, Thick= 8.00inMedium Weight Block, Using 3 bar sets of 1- #5 bars spaced 3.000in apart, Ends are Fix -Fix Combined Stress Ratios DL + LL (shear governs) DL + Wind (+ LL) (shear governs) DL + Seismic (+ LL) (shear governs) Combined Stress Results... DL + LL Start X 0.000 ft Shear Actual 8.84 14.76 1.41 1.98 E 1125,000.0 psi 0.0607 0.0274 0.0851 0.0383 Allowable Stresses Masonry Fb... 0.33 fm (.5 if w/o sp insp) Steel Masonry Fv fm ^.5' (.5 if w/o sp insp) Special Inspection 0.3812 . 1.00 0.1989 • 1.00 0.2099 I 1.00 Lateral Date: 3:45PM, 14 MAR 03 End X 10.000 ft Allowable 38.73 psi 38.73 psi 51.51 psi Job # 51.51 psi 51.51 psi n Combined 0.1513 : 1.00 0.3812 1.00 0.1288 : 1.00 0.1532 0.1989 : 1.00 1.00 0.2099 : 1.00 495.00 psi 24,000.00 psi 38.73 psi 5 1 4.000 in 4.000 in 3 1.330 �9 1 Moments & Shears 1 25.7778 Lintel OK Design Values r CD To specify your title block on these five lines, use the SETTINGS main menu selection, choose the DAV I D EVA Rrthting & Title Block tab, and ent AND ASSOC! AT ,io'ir'tl'TTe block information. Rev: 550100 User: KW0601022, Ver 5.5.0, 25-Sep-2001 (c)1983.2001 ENERCALC Engineering Software Masonry Wall Design Page 1 c: \winnt \profiles \pabo \desktop \tukwt .ecw:Calc Description General Information Calculations are designed to 1997 UBC Requirements Wall Height Parapet Height Thickness Rebar Size Rebar Spacing Depth to Rebar Uniform Load Dead Load Live Load Load Eccentricity Roof Load E 1,125,000 psi n : Es / Em 25.778 Wall Weight 78.000 psf Summ7 Final Loads & Moments 8" CMU End Wall 14.00 ft 0.00 ft 8.0 in 6 48 in 3.810 in 100.000 #!ft 160.000 #/ft 3.000 in Moment Top of Wall in-# DL + LL 780.0 DL + LL + Wind 300.0 DL + LL + Seismic 300.0 Between Base & Top of Wall DL + LL 390.0 DL + LL + Wind 5,060.9 DL + LL + Seismic 7,718.2 Masonry Bending Stress Steel Bending Stress Masonry Axial Stress Combined Stress Ratio Dead Load Moment @ Top of Wall Dead Load Moment © Mid Ht © Center Live Load Moment © Top of Wall 480.00 LiveLoad Moment @ Mid Ht 240.00 Maximum Allow Moment for Applied Axial Load = Maximum Allow Axial Load for Applied Moment = Seismic Factor Calc of Em = fm • Duration Factor Wall Wt Mult. Loads Max Allow Axial Stress = 0.25 fm (1- (h/140r) ^2)' Spinsp Allow Masonry Bending Stress = 0.33 fm * Spinsp = Allow Steel Bending Stress = Concentric Axial Load Dead Load Live Load Roof Load Design Values r Rebar Area Radius of Gyration Moment of Inertia Axial Load lbs 260.0 100.0 100.0 806.0 646.0 646.0 Wall Weight moment © Mid Ht 546.00 lbs 300.00 in -# 150.00 in -# in -# in -# Title : Dsgnr: Description : Scope : 0.3300 750.00 1.330 1.000 0.000 #/ft 0.000 #/ft 0.110 in2 2.205 in 443.320 in4 263.91 psi 495.00 psi 24,000.00 psi Load Combination & Stress Details Summary r Steel psi 2,064.6 794.1 794.1 Bending Stresses Masonry psi 33.6 12.9 12.9 1,032.3 13,395.6 20,429.1 14.00ft high wall with O.00ft parapet, Med Wt Block w/ 8.00in wall w/ #6 bars at 48.00ino.c. at center Governing Load Combination is.... Dead + Live + Seismic Between Top & Bottom 332.56 psi 20,429.05 psi 7.08 psi 0.8512 < 1.3300 Total Dead Load Total Live Load 9,067.34 in -# 24,068.68 lbs fm Fs Special Inspection Solid Grouted Medium Weight Block Equivalent Solid Thickness 7.600 in np k 16.8 218.1 332.6 Wind Load (allowable) Wind Moment © Mid Ht Seismic Moment @ Mid Ht Job# Date: 3:45PM, 14 MAR 03 0.06202 j 0.29559 2 / kj Axial Compression psi 2.85 1.10 1.10 8.84 7.08 7.08 1,500.0 psi 24,000.0 psi 16.700 psf 0.90147 Maximum: fb /Fb + fa /Fa fss 0.0860 0.0331 0.0331 0.0674 0.5581 0.8512 Wall Design OK 4,909.80 in -# 7,567.56 in -# 100.00 lbs 160.00 lbs 7.50561 r w'M+tJ>:`YMM.1YeSt'r�o�44S To specify your title block on these five lines, use the SETTINGS main menu selection, choose the DAV I D EVA RWAting & Title Block tab, and ent AND AS S O C I AT foVrifIfFe block information. Rev: 550100 User: Kw- 0601022, Ver 5.5.0.25•Sep•2001 (01983 -2001 ENERCALC Engineering Software Masonry Wall Design Page 1 II c:\winnt\profiles\paboklesktocAtukwl.ecw:Calc Description General Information Calculations are designed to 1997 UBC Requirements Wall Height Parapet Height Thickness Rebar Size Rebar Spacing Depth to Rebar Loads Uniform Load Dead Load Live Load Load Eccentricity Roof Load [Design Values E n: Es /Em Wall Weight 6" CMU Partition 1,125,000 psi 25.778 58.000 psf 14.00 ft 0.00 ft 6.0 in 5 48 in 2.750 in 1.000 #/ft 1.000 #/ft 1.000 in © Center Seismic Factor Calc of Em = fm Duration Factor Wall Wt Mult. Rebar Area Radius of Gyration Moment of Inertia Max Allow Axial Stress = 0.25 fm (1- (h/140r) ^2)' Spinsp Allow Masonry Bending Stress = 0.33 fm • Spinsp = Allow Steel Bending Stress = Moment Top of Wall in-# DL + LL 2.0 DL + LL + Wind 1.0 DL + LL + Seismic 1.0 Between Base & Top of Wall DL + LL 1.0 DL + LL + Wind 3,881.3 DL + LL + Seismic 5,627.7 Summary Masonry Bending Stress Steel Bending Stress Masonry Axial Stress Combined Stress Ratio Wall Weight moment @ Mid Ht Dead Load Moment @ Top of Wall Dead Load Moment @ Mid Ht Live Load Moment @ Top of Wall LiveLoad Moment @ Mid Ht Maximum Allow Moment for Applied Axial Load = Maximum Allow Axial Load for Applied Moment = Concentric Axial Load Dead Load Live Load Roof Load Title : Dsgnr: Description : Scope : 0.3300 750.00 1.330 1.000 0.000 # /ft 0.000 #/ft 0.078 in2 1.627 in 177.980 in4 172.43 psi 495.00 psi 24,000.00 psi np k L Load Combination & Stress Details Summary Axial Load lbs 2.0 1.0 1.0 408.0 407.0 407.0 406.00 lbs 1.00 in -# 0.50 in -# 1.00 in-# 0.50 in -# Bending Stresses Masonry psi Steel psi 10.4 5.2 5.2 5.2 20,179.9 29,259.7 469.61 psi 29,259.73 psi 6.06 psi 1.2192 < 1.3300 Total Dead Load Total Live Load 4,616.03 in -# 11,587.24 lbs fm Fs Special Inspection Solid Grouted Medium Weight Block Equivalent Solid Thickness 0.2 0.1 0.1 0.1 323.9 469.6 Wind Load 14.00ft high wall with 0.00ft parapet, Med Wt Block w/ 6.00in wall w/ #5 bars at 48.00ino.c. at center Governing Load Combination is.... Dead + Live + Seismic Between Top & Bottom (allowable) Wind Moment © Mid Ht Seismic Moment @ Mid Ht Axial Compression psi 0.03 0.01 0.01 Date: 3:45PM, 14 MAR 03 6.07 6.06 6.06 Job # 1,500.0 psi 24,000.0 psi 5.600 in 13.200 psf 0.06054 I 0.29265 2 / kj 7.57283 Maximum: fb /Fb + fa /Fa f ss 0.0005 0.0003 0.0003 0.0354 0.8408 1.2192 Wall Design OK L . F i lnal Loads & Moments r 3,880.80 in -# 5,627.16 in -# 1.00 lbs 1.00 lbs 0.90245 4 Eta' DAVID EVANS AND ASSOCIATES INC. JOB DESCRIPTION CALCULATION FOR - rn_ --{v ,f 135 �7 2� JN. ©, c • BY DATE SHEET ?/Z""" OF CHECKED BY DATE M=zoo . 10en 11 2'7 ' (�p t 1200 Az) 7) — ,j ?4,1 < (s o4 �' f 1 5. R ob T ALvot...1 -- 2 19 c' nso !zoo 2-( c040 s SHEETS Z w rt 00 0 W I J H' W O. u Q _ d . Z �. F- O ' w ~ ui U � O — o1- U H I - . O Z ii i O Z To specify your title block on these five lines, use the SETTINGS main menu selection, choose the DAVI D EVA RMdting & Title Block tab, and ent AND ASSOC! AT Mr'tf fe block information. Rev: 550100 User: KW- 0601022, Ver 5.5.0, 25- Sep -2001 (c)1983-2001 ENERCALC Engineering Software Masonry Pier Analysis & Design Page 1 c:\winnt\profiles\pabo\desktop\tukwl.ecw:Calc Description Total Lateral Force Seismic Zone Load Duration Factor Pier Height Pier Length Wall Thickness "j" : Depth Mult. Pier Fixity fm Fs Sp Insp Grout Spacing Height/Length (H /L)^3 Rel. Defl Sum Rigidity Rigidity = .001 /Defl % Force to Pier Shear to Pier Relative Defl 10 ^5 M / (V'Depth) Em Ev Summary Shear Reinforcing... fv= V /(12'est'jd) Fv: w/o Reinf. Fv: w/ Reinf. Horiz. Shear Av Req'd Bending Reinforcing... Moment @ End "d" to tension As Bending As Req'd Shear wall at grid 12.5 [General Information Calculations are designed to 1997 UBC Requirements Shear Pier Data Pier #1 11.00 ft 16.00 ft Bin 0.90 Pin -Fix 1,500 psi 24,000 psi Yes 48 in 'Analysis Data Pier #1 0.6875 0.3250 0.3736 2,676.74 2,676.735 1.00 6.830 k 0.00 in 0.688 1125,000.0 450,000.0 Pier #1 12.89 psi 56.88 psi 85.31 psi Not Req'd in ^2 /ft 75.13 k -ft 14.40 ft 0.16 in2 6.83 k 3 1.33 Title : Dsgnr: Description : Scope: Moduli: Em = fm Moduli: Ev = Em Job # Date: 5:27PM, 14 MAR 03 750.00 0.40 psi psi 27 To specify your title block on these five lines, use the SETTINGS main menu selection, choose the DAVID E V A R lbting & Title Block tab, and ent AND A S S O C I AT j3rYitfe block information. C3 Rev: 550100 User: KW-0601022, Ver 5.5.0, 25-Sep-2001 (c)1983.2001 ENERCALC Engineering Software Cantilevered Retaining Wall Design Page 1 c: \winnt \profiles \pabo \desktop \tukwl . ecw:Calc Description [Criteria r Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Soil Density Wind on Stem Total Bearing Load ...resultant ecc. Soil Pressure @ Toe = Soil Pressure @ Heel = Allowable = Soil Pressure Less Than ACI Factored © Toe = ACI Factored @ Heel = Footing Shear @ Toe = Footing Shear @ Heel = Allowable = Wall Stability Ratios Overturning = Sliding = Sliding Calcs Slab Resists All Lateral Sliding Force = [Footing Design Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1 -Way Shear Allow 1 -Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing 6.00 ft 6.00 ft • 0.00: 1 = 0.00 in • 110.00 pcf 16.7 psf Axial Load Applied to Stem I Design Summary I 3,959 lbs 10.98 in 2,432 psf OK 0 psf OK 2,500 psf Allowable 3,223 psf 0 psf 0.0 psi OK 33.6 psi OK 93.1 psi 2.09 OK 0.96 UNSTABLE! Sliding ! 1,325.2 lbs Results 1 Toe Heel 3,223 0 psf 674 0 ft -# 47 0 ft -# 627 4,647 ft-# 0.00 33.58 psi 93.11 93.11 psi = None Spec'd = None Spec'd = None Spec'd .Soil Data Title : Dsgnr: Description : Scope: Allow Soil Bearing = 2,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 50.0 Toe Active Pressure = 0.0 Passive Pressure = 250.0 Water height over heel = 0.0 ft FootingllSoil Friction = 0.300 Soil height to ignore for passive pressure = 0.00 in Axial Dead Load Axial Live Load Stem Construction U Design height Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb /FB + fa /Fa = Total Force @ Section lbs = Moment....Actual ft-# = Moment Allowable = Shear Actual psi = Shear Allowable psi = Bar Develop ABOVE Ht. in = Bar Lap /Hook BELOW Ht. in = Wall Weight = Rebar Depth 'd' in = Masonry Data fm psi = Fs psi = Solid Grouting = Special Inspection = Modular Ratio 'n' _ Short Term Factor = Equiv. Solid Thick. _ Masonry Block Type = Normal Weight Concrete Data fc Fy 78.0 lbs = 125.0 lbs ft = Top Stem Stem OK 0.00 Concrete 8.00 # 5 12.00 Center 0.901 1,700.3 4,646.7 5,154.8 35.4 93.1 21.36 8.56 96.7 4.00 psi = 3,000.0 psi = 60,000.0 Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S Fr Heel: #4@ 14.75 in, #5@ 22.75 in, #6@ 32.25 in, #7@ 44.00 in, #8@ 48.25 in, #9@ 4 Key: No key defined Job # Date: 5:27PM, 14 MAR 03 Footing Strengths & Dimensions fc = 3,000 psi Min. As % Toe Width Heel Width Total Footing Width Footing Thickness Fy Key Width Key Depth = Key Distance from Toe = Cover @ Top = 3.00 in Axial Load Eccentricity = = 60,000 psi 0.0014 0.67 ft 3.33 4.00 12.00 in 0.00 in 0.00 in 0.00 ft @ Btm.= 3.00 in 2.0 in z I CZ 2 U u) J = H • u_ W O <L j to = • w Z � I- O Z H- U D O D- O I- u' O W Z U= O 1- z O. 1 To specify your title block on these five lines, use the SETTINGS main menu selection, choose the DAVI D E VA PK'ding & Title Block tab, and ent AND AS S O C I ATRar'#it1'e block information. Rev: 550100 User: KW- 0601022. Ver 5.5.0, 25 -Sep -2001 (c)1963.2001 ENERCALC Engineering Software Cantilevered Retaining Wall Design Page 2 c: \win nt \profiles\pa boldesktop \tukwl . ecw:Calc Description Summary of Overturning & Resisting Forces & Moments 1 Item Heel Active Pressure = 1,225.0 2.33 Toe Active Pressure = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = 100.2 SeismicLoad = Total = 1,325.2 Resisting /Overturning Ratio Vertical Loads used for Soil Pressure = 3,959.2 Ibs Vertical component of active pressure used for soil pressure OVERTURNING Force Distance Ibs ft 2.09 Moment ft-# 2,858.3 10.00 1,002.0 O.T.M. = 3,860.3 Title : Dsgnr: Description : Scope : Soil Over Heel Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = Soil Over Toe Surcharge Over Toe Stem Weight(s) Earth @ Stem Transitions= Footing Weight = Key Weight Vert. Component Job # Date: 5:27PM, 14 MAR 03 1,757.8 2.67 78.0 0.84 1,160.0 1.00 600.0 2.00 238.4 4.00 Total = 3,834.2 lbs R.M.= 5 RESISTING Force Distance Moment Ibs ft ft-# 4,690.4 65.3 1,163.9 1,200.0 953.6 8,073.1 .s,......,..r�.. •:::iL':'.i;a:.wX. i;}'r �Sii.C:k!+�.E��':uii:i, ARC C , ARC Architects 1101 East Pike Street Seattle, \VA 98122 -3915 206.322.3322 206.322.9323 Fax arc@arcarchitects.com 1 1 1 I I •I ! J i nde TS s je t ' oerr pans oe� a opedc t•i%C P I I H I W(Y 0� AP(1 , SEA 2 2 51133 — 1g at ELEVATION CONTROL BOOTH & COACHES BOXES COPY FILE- • hattle Plan C -he dk- pprovals are • • aid onissions' a approval of it : • h rize t e vi o ion of any ,do o a -rc . Ric ip : of cony ,p of p ove plans cknowled6ed, z 0 H- W W SHEET: DATE: 16 JUNE 2003 SCALE: 114" =1' -0" S KA DRAWN: SNC CHECKED: SWL PROJECT: FOSTER HS STADIUM ■ X O co Cl) ' W T Q U • F O 0 CD CITY OF TM! A APPROVED S E P 2 2 2003 u' EU • ARC Architects 1101 East Pike Street RCP Seattle, WA 98122-3915 CONTROL BOOTH 206.322.3322 206.322.9323 Fax & COACHES B O X E S arc @arcarchitccts.com SHEET: DATE: 16 JUNE 2003 SCALE: 114" =1' -0" S KA DRAWN: SNC CHECKED: SWL Q PROJECT: FOSTER HS STADIUM 8 z = I- F- W 6 _.t O O 0 to • ILI W I W L Q = • d z � 1- 0 z I- uj U � O • E- W W I-H ▪ z 111 w 0 z EXIST. STEEL COLUMN AUG_ REVISED CONTROL /COACHES - PLAN c COACHES' BOX NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. revision no 1 revised control coaches plan control booth and coaches boxes DEPAR MENAf 4'144 Building Division [!!! Public Works ❑ PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -069 DATE: 09 -02 -03 PROJECT NAME: FOSTER HIGH SCHOOL STADIUM SITE ADDRESS: 4242 S 144 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after permit Is Issued Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09 -02 -03 Complete Le Comments: Incomplete ❑ Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS O ORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 09 -30 -03 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2-28-02 PERMIT COORD COPY • •�Y:SiSiitiv si¢.;liJ ■ x'xl.:.?i'ti:.v.. ><:;!},'it,S i 4/c, nir.,lrt ?CN.i'. vsL i:;S •r•. -3.. z _F w CC 2 00 N O LLI -1� w u_ SI2 z � z,- • 0 O • N C] I— w W !' O .Z U= O z r ' . L : RMIT COORD copy PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -069 DATE: 03 -05 -03 PROJECT NAME: FOSTER H.S. STADIUM - CONTROL BOOTH SITE ADDRESS: 4242 SOUTH 144 STREET X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: 3 -Ls I Buil i g sion [ 6 rk V , Documents /routing slip,doc 2-28-02 i L u 3 -12-03 C�� 3- 1'1 Fire evention Planning Division [? Structural ❑ Permit Coordinator Ar DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03 -06 -03 Complete (� Comments: Incomplete Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R�TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 04 -03 -03 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: ..rr1Vi�� COORD COPY DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Revision No. I Date 1 Staff 1 Date Received I Initials I Issued Staff Initials / Ere `%d _ i S",-'s I 'i O 7--- 3 1 / Summary of Revision: • Received By: • �c //7 �-C G!J /! ,e c/G -�f „ - 6 ee>t. l � J >'- 4..'-'6 (� �.-o .� TD //�J /�` -- --Lem- ;� / r `-�L ✓/ ��C iZ i! CCU -C Ai 4 2 �� oe' ,-- iC�, t G- o d.0L� .�� , ��� 7`a 'Received By: ifjcG �4 I Revision No. 1 I Date ! Received i Staff Initials Date Issued Staff Initials I I Summary of Revision: Summary of Revision: • Received By: • Summary of Revision: Received By: Revision No. . Date Received Staff Initials Date Issued Staff Initials Staff Initials Summary of Revision: • Received By: • Revision No. Date Received Staff Initials Date Issued Staff Initials Staff Initials Summary of Revision: Received By: Revision No. Date Received Staff Initials Date - Issued ! i Staff Initials Summary of Revision: Received By: . PROJECT NAM E:� 44- n , �' �� ' ��2,. PERMIT N 0:. Site Address: ' "7.- 5 / - 7c - Original Issue Date: 0' -e'- v3 REVISION LOG (please print) .Yi4t4' ,nwr. 1R " - +.�...r ;0 (please print) (please print) (please print) please print 14t � }4'�?'1a4Fic'.} U' It' n? grvw�. z x•' k�! M',': 1;`. �Xi.' 7Fr`'^I'lS'drEE�NY�:'�7F}�r'S. V,'t�r���a!hR Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: eh svo s • Response to Incomplete Letter # Response to Correction Letter # • Revision # / after Permit is Issued D Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: Summary of Revision: f�,t= PLl>;1 Yt co C41-7G 3s �o 01 C- ! Li lo G�7 iUt1��L7 . C 4t't U1 t `(,•"IZ rot_ lA-crvl Ltr - - 1=', -- 44-(2_14/1_7 UV X1,1 (fit• f?�� - 7 Sheet Number(s): City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431-3670 � z a..;. 474-2 5 . l 4-4 Plan Check/Permit Number: .2(3 --p (p °J "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: . [r / Entered in Permits Plus on F., yd3 Phone Number: ZOO— (s Z3 c F /33 (0)' 47O I / RECEIVED CITY OF TUKWILA AUG 2 9 2003 PERMIT CgNTER 08/06/03 .w. �r%1.t�wiNas. :JA.•a.5n...0 .w7i:li4�rveu K 14(.. +� • .,;11.64.:"401..:1•05444t04 z ~ w re JU 00 N 0 J H � w w u_ Q = • a I- al Z ZO w • W U� O N O I- w w tL O w Z = O z 16.Z5 (1(() ISPM DEPAR'T'MENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGI ST . # . EXP . DATE CCO1 MJTAKI *123CA 09/26/2003 EFFECTIVE, DATE 02/01/1988 M J TAKISAKI INC 1314 S WELLER ST SEATTLE WA 98144 -2051 - - - — Detach And Display 1 t'tIilicalo _.._.__ - ...� RECEIVED t I : ',t_(){l A1c1b/AEA 1 • V TIJKWILA SCHOOL DISTRICT #406 F STER HIGH SCHOOL 4242 S. 144th St. Tukwilla, WA 98168 PROGRAM MANAGER: HEERY INTERNATIONAL, INC. 1326 Fifth Ave. Seattle, WA 98101 206.587.0473 Contact: Russ Kaufman DRAWING INDEX GENERAL G0.1 SHEET INDEX, NOTES & LEGEND L1. DEMOLITION & T.E.S.C. L1.2 TRACK & FIELD GRADING PLAN L1.3 ' RACK & FIELD LAYOUT PLAN L1.4 T'' A CK & FIELD DRAINAGE PLAN L1.5 SY HETIC TURF LAYOUT PLAN L1.6 TRA DETAILS L1.7 TRAC DETAILS L1.8 FIELD E NT DETAILS L1.9 FIELD DRA AGE DETAILS L1.10 SYNTHETIC RF DETAILS L1.11 SYNTHETIC T • F DETAILS L2.1 PLAZAGRADINe •LAN L2.2 PLAZA LAYOUT PL N L2.3 PLAZA LANDSCAPE •LAN L2.4 PLAZA DETAILS ARCHITECTURAL 4' • NDSCAPE / CIVIL • A3.1 GRANDSTAND PLAN, ELEVATION A3.2 GRANDSTAND RCP, ROOF PLAN A3.3 GRANDSTAND PLAN, SECTION, ELEVATION ,44a--66FIEBFlEE6 A5.1 INTERIOR ELEVATIONS A8.1 DETAILS „eri - etiTiie$ STRUCTURAL Mk or • i V W 7 AI ill el • r V • • IF • • IMP • Mk IMP .. • dr rr. • • • S3.1 S6� S5.2 56.1 PRESS BOX FOUNDATION & ROOF FRAMING PLAN PRESS BOX FRAMING DETAILS ROOF FRAMING DETAILS r PRIME CONSULTANT / LANDSCAPE / STRUCTURAL: DAVID EVANS & ASSOCIATES, INC. 3700 Pacific Highway Tacoma, WA 98424 253.922.9780 Contact: Erik Sweet, LA ECTRICAL/MECHANICAL B. ELECTRICAL DRAWINGS E1.0 ECTRICAL DRAWINGS E2.0 EL. TRICAL DRAWINGS E2.1 ELE ICAL DRAWINGS M1.0 MECHA CAL DRAWINGS M2.0 MECHANI DRAWINGS M3.0 MECHANICAL DRAWINGS M4.0 MECHANICAL D WINGS M5.0 MECHANICAL DRA GS M6.0 MECHANICALDRAWI S VEY 1 TO RAPHIC SURVEY 2 TOPOG" IC SURVEY 3 TOPOGRAPHI RVEY 4 T Y ARCHITECT: A R C ARCHITECTURE 1101 E Pike Street Seattle, WA 98122 206.322.3322 Contact: Stan Lokting, AIA GENERAL NOTES & LEGEND ESTIMATE: ROEN ASSOCIATES 911 Western Ave. Suite 304 Seattle, WA 98104 206.343.1003 Contact: Gary Alpine GENERAL NOTES 1. AT LEAST ONE WEEK BEFORE BEGINNING CONSTRUCTION, CONTACT PUBLIC WORKS UTILITIES INSPECTOR AND SCHEDULE A PRECONSTRUCTION MEETING. 2. NOTIFY THE UTILITIES INSPECTOR AT 206.433.0179 AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK. 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING 206.433.0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS AVAILABEL AT THE JOB SITE. 6. ALL WORK SHALL CONFROM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE - APPROVAL FROM THE OWNER, THE LANDSCAPE ARCHITECT, THE ENGINEER, AND THE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL 10. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBUC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON UCENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE NAD 83191. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12. THE CONTRACTOR SHALL REPLACE, OR RELOCATE, ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. GRADING and EROSION CONTROL NOTES 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABUSri THE CLEAR;NG LIMITS AND INSTALL CONSTRUCTION ENTRANCE. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND iN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING To THE ESC PLAN. 4. ESC MEASURES. INCLUDING ALL PERIMETER CONTROLS. SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTAB JSHED. 5 FROU MAY 1 THROUGH SE.°TEMBER 30 PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT Give REMAIN UNWORKED FOR SEVEN DAYS OR MIRE.. E. FROM OCTOBER I T 1ROuGH APRIL. 30 PROVIDE TEMPORARY AND PERMANENT COVER LE.ASURES TO PROTECT DISTURBED AREAS THAT Mrs REMAIN LR4V R hED FOR TWO DAYS OR MORE. N ADDITION TO COVER MEASURES. THE CONTRACTOR SHALL: - PROTECT STOCKPILES AID STEEP CJT AND FILL SLOPES F UNOIORKED FOR MORE THAT 12 HOURS - SSTO ' P'.LE. ON SITE. ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS T. BY OCTOBER a SEED AL,. AREAS ' 'MAT WILL REMAIN t.R%' MOAKED DUIRWIG 'THE WET SEASON ,OCTOBER , THOUGH APRIL 30). PAULCH ILL SEEDED AREAS • ELECTRICAL/MECHANICAL: TRES WEST ENGINEERS, INC. 2702 S 42nd St. Tacoma, WA 98409 253.472.3300 Contact: Larry Elliot UTILITY NOTES IMINIMMIMMIIMMIMMEMINOMIMMIMINIMMIMMMoMMIIMMOMIP 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER NDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBUS RIGHTS -OF -WAY OR EASEMENTS AFTER ASPHALT PAVING. GEOTECHNICAL NOTE i ERIK J. SWEET, THE LANDSCAPE ARCHITECT, REVIEWED THE GEOTECHNICAL REPORT, TITLED "PROPOSED STADIUM RENOVATION', PREPARED BY KLEINFELDER, INC. AND DATED JANUARY 29, 2003. I UNDERSTAND THE REPORTS RECOMMENDATIONS, I EXPLAINED TO THE OWNER THE RISKS DUE TO SLIDES AND I INCORPORATED TI IE RECOMMENDATIONS INTO THE DESIGN. I ESTABLISHED MEASURES TO REDUCE POTENTIAL RISK OF INJURY OR DAMAGE THAT MIGI IT BE CAUSED BY ANY EARTH MOVEMENT PREDICTED IN THE REPORT. SIGNATURE DATE LEGEND - EXISTING (R) RECORD DATA ABAND ABANDONDED ASPHALTIC CONCRETE BW BOTTOM OF WALL CB CATCH BASIN CC CONCRETE CURB CO CONCRETE DRIVEWAY CG CONCRETE GUTTER CON CONIFER TREE CONCRETE SURFACE CTV CABLE TELEVISION Cw CONCRETE WALK DEC DECIDUOUS TREE EV ELECTRICAL VAULT • FIRE H TDRAN T FL FLOW uNE m GAS VALVE CM GAS METER g JUN BOX 0 o JGh T POLE P iPOAER UNE Pv P.3 *ER METER PS PARKING STALL SD STORM DRAINAGE SDCO STORM DRAINAGE CLEAAO.JT SOupi S T 3RI 7RAik AGE" MANfrYC LE SKI SS SA.`. TAR Y SE NER SSCO Slot TAR Y SEINER CL.EAI, J T S& SANITARY SEINER MAMI♦1(XL T TELEPHONE LAE •rC 'FOP OF CUIN T*, TELEPHONE NAP4HO E Ts TOP OF isA L SCRO • U R N 'MR v.': MAID MAT FDICE SURVEY: BUSH, ROED & HITCHINGS, INC. 2009 Minor Avenue East Seattle, WA 98102 206.323.4144 Contact: Darrell Nelson SEPARATE PERMIT REQUIRED FOR: e11ECNANIG►L erELECTRICAL leaLIlMI81gG dcAs PIPING CITY OF TUKWILA BUILDING DIVISION e • oIC 0 C N 1 ,t^ • S la6th St SITE VICTNiTY MAP Scale: 1' = 1320' St FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. it a NO CHANGES 'THE 'SCOPE C 4 !� ? ROVAL O T'.. NZ' I art U) PlO S 144th SI u $ 148th St S I SOUi - R� ''"\f .re j \ ES NO - R , � . ��'". •y .? :Tr I i •- � ..--. r • • _ . �r I" 1)03 - 041 FEB 2 8 20 03 PERMIT SET CONSTRUCTION DOCUMENTS • IIIIIIIIMOrorrOPP. 'PP Irrio.o Pre, wormy. .. all.. . ia..v.. Z Qo � 0 cf) 0 O Cim 8 C. cia< LL Cr) SCALE: I, SCALE slIBBT NO. OF U 2 u) Z < I- > a W -` o 0 5: u) < U) � 2 S (ATE OF WASHINGTON REGI STERED LANDSC E.c .S CERT1F,CATE NO. 858 r J Q w S 2 ch f7. a) W c p� � � m E o 0 a o o REVISIONS: AP1 PROJECT NUMP F.I:: TUKWO G0.1 DATE: ). .+■ Cri 10 2 DO3 DESIGN: ES* DRAWN: K CHECKED: REVISION NUMBER: .mot OHIO 1 I _lµ _________ . SCALE: 1/8" = 1' -0" SCALE: 1/8' = r4 r` 1 .t I it I 4 1' -0' IV -0` • • II ._ - it _ _ _ it I II It - -__ - - -I - -- -I - 1, 1 -- f ELEVATION WITH DEMO NOTES J FLOOR PLAN WITH DEMO NOTES L • • 1 1 . - - - -I I _ . --: • II I II 1I 1I II I 1I II - - i 11 II ail I III ft 1I _ IC _ t - _ - - - - -- I EM11N& 11RE ABOVE 18'-0' - _ -- . _ . -1 1 I 1I II II 1 I- I I II III II 11 • J _ SEATS 1**ERE II II II II II I II II AREA ELE 6UARDRAILS, 1Y1 R MOW GANG. R5 I I BLEB k& REPLACE SEATS, E W WIC. HALLS 4 SLAB, 1 TV -- -I III I'1 0 0 I II 5 5 4 ' -a ' _ j 10 4' 15 10 15 20 20 25 181 CAN 1HZ FENCE 1 1111 HANDRAIL 25 ill II I I I SANDBLAST STEM. COLUP415 t FINISH W SPECIAL COAT,* REMOVE GOACME ` Box (M MID FRAMED DECK W LEGEND I _ _ _I EXISTING STRUCTURE STRUCTURE ABOVE C : : ; ; 3 EXISTING TO BE REMOVED I FRAMED WALL, FULL HEIGHT — SEE PARTITION SCHEDULE FRAMED WALL, PARTIAL HEIGHT — SEE PARTITION SCHEDULE FRAMED WALL, W/ ACOUSTICAL BATTS — SEE PARTITION SCHEDULE 1 HOUR RATED WALL wI ACOUST. BATTS U.O.N. — SEE PARTITION SCHEDULE 11 �1 CORNER GUARDS FEC FIRE EXTINGUISHER CABINET . 1111111111 COAT HOOKS 1:::)0409111:1 CONSTRUCTION DOCUMENTS ARC A R C ARCHITECTS 1101 BAST PIKE ST SEATTLE. WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCHITECTS I�UM REVISIONS: Ii'PD. DATE; FEBRUARY 24 DESIGN: SOL DRAWN: StIC REVISION NUUM SC,ALL :1 /Ff at 1.-4 r' PROJECT NUNLIIER: OW j ..,••-., A3.1 �Ir 3m CO c 0 N is a C o� o E o 8 a • H V • r �► SCALE: 1/8" = 11 - 0w I SCALE_ 115" =1'-U' ROOF PLAN WITH DEMO NOTES • a I I REFLECTED CEILING PLAN WITH DEMO NOTES I I i is 18 1 i 0 0 5 5 10 I i 10 ■ ■ ■ ■ ■ 4 15 15 20 2o 25 EXIST** 6WrTER NV DOMPOUr5 NE'1 - FLY POioI O LEGEND I FRAMED WALL, FULL HEIGHT - SEE PARTITION SCHEDULE FRAMED WALL, PARTIAL HEIGHT - SEE PARTITION SCHEDULE I EXISTING STRUCTURE = - : - I STRUCTURE ABOVE C : _ = C 3 EXISTING TO BE REMOVED FRAMED WALL, W/ ACOUSTICAL BATTS - SEE PARTITION SCHEDULE 1 HOUR RATED WALL W/ ACOUST_ BAITS U.O.N. - SEE PARTITION SCHEDULE U CORNER GUARDS FEC FIRE EXTINGUISHER CABINET lIllIlllll COAT HOOKS I F 1 • CONSTRUCTION DOCUMENTS C;;.: - .. Q- .E -A Z 6 0 i 1 I4(2 g8 §1 1 1 6 91 T ir M I P I 0 03 c 2 ARC O. A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE. WA 98122 206 322 3322 TEL 206 322 9323 FAx AItcARCHITPc's COSA a�ee T oiroomp REGISTERED s � ARCHITECT STAN W. LOICT)IG STATE OF WASHINGTON REVISIONS: APPD. `.r 2203 0r =VT NO. N Q rei CNI 0 a DATE: FEBRUIPRY 11, 2003 DESIGN: SW DRAIN: SIC CHECKED: REVISION PROM= hulas TUC1N0001 A3.2 9 r r t t r �► SCALE: 1/8" = 11 - 0w I SCALE_ 115" =1'-U' ROOF PLAN WITH DEMO NOTES • a I I REFLECTED CEILING PLAN WITH DEMO NOTES I I i is 18 1 i 0 0 5 5 10 I i 10 ■ ■ ■ ■ ■ 4 15 15 20 2o 25 EXIST** 6WrTER NV DOMPOUr5 NE'1 - FLY POioI O LEGEND I FRAMED WALL, FULL HEIGHT - SEE PARTITION SCHEDULE FRAMED WALL, PARTIAL HEIGHT - SEE PARTITION SCHEDULE I EXISTING STRUCTURE = - : - I STRUCTURE ABOVE C : _ = C 3 EXISTING TO BE REMOVED FRAMED WALL, W/ ACOUSTICAL BATTS - SEE PARTITION SCHEDULE 1 HOUR RATED WALL W/ ACOUST_ BAITS U.O.N. - SEE PARTITION SCHEDULE U CORNER GUARDS FEC FIRE EXTINGUISHER CABINET lIllIlllll COAT HOOKS I F 1 • CONSTRUCTION DOCUMENTS C;;.: - .. Q- .E -A Z 6 0 i 1 I4(2 g8 §1 1 1 6 91 T ir M I P I 0 03 c 2 ARC O. A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE. WA 98122 206 322 3322 TEL 206 322 9323 FAx AItcARCHITPc's COSA a�ee T oiroomp REGISTERED s � ARCHITECT STAN W. LOICT)IG STATE OF WASHINGTON REVISIONS: APPD. `.r 2203 0r =VT NO. N Q rei CNI 0 a DATE: FEBRUIPRY 11, 2003 DESIGN: SW DRAIN: SIC CHECKED: REVISION PROM= hulas TUC1N0001 A3.2 9 • SCALE: 1/4- = 1' -0" ENLARGED PLAN I • • ENLARGED ELEVATION SCALE: 114" =1' -0►"` r 0 • 1 2.5 5 7.5 10 12.5 O 25 5 7.5 10 12.5 • SCALE: 114" =1'-0" GMJ TYPE-I 041 TYPE -2 ENLARGED SECTION EXIST. JOIST EMT. SAM N FORE6ROIN0 EXIST. COIN BEYOID PANTED tW PARIS ---- PANTED METAL FRAME -- VENT, TYP EA SIDE SCALE. 114' = I l ENLARGED ELEVATION NBAI BUILT-UP ROOFING ��--- EXIST1N6 PLYWOOD ROOF SHEAT IN6 11 - 1-1 ll EXISTING 6LUE -LAM !BEAM EXISTING ROOF JOISTS 2* FOLLOW METAL FRAME OVERHEAD COME"- DOOR I H01J51N6 PLYWOOD SHEATH**, ABOVE GEILIN6 JOISTS, R -11 ROD IN5UL. PGIERE SHOWN IN ENLAR6ED PLAN -PAINT ALL EXPOSED NOW STRUCTURE ALUMINUM suon6 •41+onw CM SILL GAP P-LAM COUNTER WV BRACKETS GMJ TYPE -2 1' PLYP4000 DECK al 2X8 WOOD JOISTS, 16' 0.G. -VGT MOOR GOVERN& PV RUBBER BASE 0 N 2.5 eb 5 r i ■�•■■ O 2.5 5 7.5 10 I L_1 12.5 ter METAL R S% \\ c. fF.XISTIN6 GUTTER -- - -t431 VINYL - COATED \CHAIN -U*: FINN t &ATE \ -"�- au TYPE -I NM VINYL- COATED CHAIN --LINK FENCE wr VINYL. SLATS • • r • is iu e 14 4::)0 11S1011 CONSTRUCTION DOCUMENTS I -i 8p 1 w," 6,6 3 ±-cc,l a 216 ARC A R C ARCHITECTS 1101 EAST PIKE ST SEATTI.E. WA 98122 206 322 3322 TEL 206 322 9323 FAX ARCARCH1TICTS CODA Olt SI RT N0. • N ▪ g u o 4 E 0 a 8 REVISIONS: APPD. DATI: FEBRUARY 24, 200 DSSIGN: Si. DRAWN: SIC REVISION MOM SCALE:1 /4' - 1 MOM= 7LKrM0001 A3.3 I I ! 1 i ► i i : ..__i_ _i_., -1 1 :E I i F r ____I _1 I hrtri ■■ ■■ ■■ ■ PAW N 11 \ I \ 1 Y Y I i I : t 1 L _1 -1 NM IIIII•Ird MIMI j I 111•11111 I I / r , k i _L � � � 1 ...... . i . , k 11111■11111111.1MWMPOO i ,- I ✓ / in um u . - k - 1 E=SL_ � i -1-1 - 1 -- __I 1 I T - _ _ I _ L _ �__ i l ■■■■■■■■ ■ ■■ • ■ ■ ■ ■ MINI ■.■■ I ! 1 i ► i i : ..__i_ _i_., -1 1 :E I i F r ____I _1 I hrtri ■■ ■■ ■■ ■ PAW N 11 \ I \ 1 Y Y I i I : t 1 L _1 -1 NM IIIII•Ird MIMI 111•11111 I I / r , , _ I _ F _ I"` r i ! - As I 1 ? T ; T 1 ■ ■ ■ Mir ■■ ■■ ■■ ■ PAW 1� :I I I 1 ± I IIIIIIIIIII o "e �� 9 -1 NM IIIII•Ird MIMI 111•11111 I I 1 s ' i I I ■•m M N Min= _L ME � � I 1 tr--.- ■ ■ ■ Mir ■■ ■■ ■■ ■ PAW 1� :I I I 1 ± I 1 o "e �� 9 -1 NM IIIII•Ird MIMI 111•11111 I I 1 s ' i I I ■•m M N Min= _L 111- � � -L I 1 Z ,- I ✓ / in um u . - k - 1 E=SL_ � i -1-1 - 1 -- __I 1 I T - _ _ I _ L _ �__ i l • WOMEN'S RESTROOM Scale: 1/4" = 1' -0" _F i ■ J aim= IILVEME 0 Scale: 1/4" = 1' -0" Scale: 114" = 1'-0' SERVING ISLAND BATHROOM AND STORAGE REFRIGERATOR N.I.G. STAINLESS STEEL WINTER L 1 1 I"- C:- 1 L - I - Scale: 1/4" = 1' -0" RESTROOMS AND CHASE CONCESSIONS WINDOW Scale: 1/4" = 1' -0" .� _.L-_._ -- L • L L~ L l= .JANITORS sw*: TICKET COUNTER, BATHROOM AND STORAGE Scale: 1/4" = 1' -0" o " MEN'S RESTROOM Scale: 1/4" = 1' -0" Gtr NOGG gill IIIIIIIII NNW IMP 1111111M1•11 • IMO SERVING ISLAND Scale: 1/4" = 1' -0" 1 .. 11 illimplera allomagull MMOMMIRMAMMEMMEIMMIN IN mom. Tommummumm • '" 1151111 .., ■ ■N ■ ■■ J I \ • ■■■■■ SERVING COUNTER Scale: 1/4' = 1'-0' E)GWF r 1 1001.) Cr: • •1, , .14 FI► -ti - - - „ _ CONSTRUCTION DOCUMENTS I A RC w J 1 0 1 ccg 65 A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE. WA 98122 208 322 3322 TEL 206 322 9923 FAX REVISIONS: FED 2 8 ZflUj APPD. DATE: FE MY 24, 2003 DESIGN: DRAWN: REVISION 9CAI: 1/4' - 1' - d` PROJECT rum 7UCW0001 sun NO. A5.1 • � M ■ ■■ ■... ■ ■ ■ ■ Mini WM 11111 ■•m M N Min= u M■■ ••• �■■ . ■■■■■ M ■ ■ ■ ■■ arnii■■■ ■■■■■■■■ ■ ■■ • ■ ■ ■ ■ MINI ■.■■ ■■■ ■■■ IM • ■■■■■ ■■■■ ■■ ■ ■ NEN ` ■ Ili / / 111111111•••••11111• ■ ■ ■ ■■ -_ ■ ■ ■.. ■ EMI M■■ ■ ■■■■■■■ ■■ ■ i 111 — _- -■■ I -- -_ iiIL.i • - ; t i-T- N - i--- • WOMEN'S RESTROOM Scale: 1/4" = 1' -0" _F i ■ J aim= IILVEME 0 Scale: 1/4" = 1' -0" Scale: 114" = 1'-0' SERVING ISLAND BATHROOM AND STORAGE REFRIGERATOR N.I.G. STAINLESS STEEL WINTER L 1 1 I"- C:- 1 L - I - Scale: 1/4" = 1' -0" RESTROOMS AND CHASE CONCESSIONS WINDOW Scale: 1/4" = 1' -0" .� _.L-_._ -- L • L L~ L l= .JANITORS sw*: TICKET COUNTER, BATHROOM AND STORAGE Scale: 1/4" = 1' -0" o " MEN'S RESTROOM Scale: 1/4" = 1' -0" Gtr NOGG gill IIIIIIIII NNW IMP 1111111M1•11 • IMO SERVING ISLAND Scale: 1/4" = 1' -0" 1 .. 11 illimplera allomagull MMOMMIRMAMMEMMEIMMIN IN mom. Tommummumm • '" 1151111 .., ■ ■N ■ ■■ J I \ • ■■■■■ SERVING COUNTER Scale: 1/4' = 1'-0' E)GWF r 1 1001.) Cr: • •1, , .14 FI► -ti - - - „ _ CONSTRUCTION DOCUMENTS I A RC w J 1 0 1 ccg 65 A R C ARCHITECTS 1101 EAST PIKE ST SEATTLE. WA 98122 208 322 3322 TEL 206 322 9923 FAX REVISIONS: FED 2 8 ZflUj APPD. DATE: FE MY 24, 2003 DESIGN: DRAWN: REVISION 9CAI: 1/4' - 1' - d` PROJECT rum 7UCW0001 sun NO. A5.1 • ALIGN INTERIOR JAMB (il CMU SCALE: 1 1/2" = 1' -0" • • 4 CONDITION VARIES V4' THICK E)Q'AIii1ON KATE M TYPICAL %• CHAMFER- / GONG. CURB -- tl J /4' SCALE: 1" = 1 SCALE: 1 1/2" = 1' -0" r .1 O THRESHOLD CMU ,� -- TYPICAL 5LA&FOiDTNb ASSEMBLY: - CONCRETE SLAB NO FOOTING (SEE STRUCTURAL) -r SAND - 20 FL. VAPOR see¢ 4' CAPILLARY BREAK, Gta9ED ROCK OR YB.L- FiRADED SAW NO 6RAV9. - PERIMETER INSULATION, R-10 VARIES, RETIR TO I7RAPIN65 _; -- FOOTING► VACS, I i TO STRUCTURAL_ - 7-o`74 I � rS f- Y-1 NOTE: REFER TO 6E0T LING 1L REPORT TYPICAL FOUNDATION FOUVADON DRM4 4' DIN 4. PERFCRATFD PRIG PIPE TSD- cmudetails 1 l J CMU JAMB SCALE: 1 1/2" = 1' -0" SEALANT ALIGN HOLLOW METAL FRAME - GROUT SOLID, PAINT THRESHOLD BELOW 10 CiJ... OF COLIH4 SCALE: 1" = 1' -0" ?X4 FRAM IN6 ENCLOSURE ABOVE EX15T1116 STEEL MF CCU/41 ��R - RI61D IIlSU.. ',ERE OChIR'i IN PLAN WO ' PLYWOOD ON 2Xt JOISTS I6' O.C. VERIFY W/ STMT. D1166. CLEAR FINISH ON INITYIOR SIDE - PAINTED WO - 6LUE LAM BEAM SEE STR X T. - PAINTED HOLLOW METAL FRAME - WOO FRAMED WAGER 14/ PAS PLYh4000 SWATH* O ERIEAD COILING COUNTER DOOR 1 PAINTED AU M. HOUSING PAINTED HOLLOW METAL FRAME AUK WIWI, SLIDER .— 04) way BEYOND RESILIENT FLOOR,* 4 BASE %• PLYWOOD ON 3401•430 D FLOOR JOISTS, 16 OL. FOR GNU REINFORCtielT 4 CEO •EGTION SEE STMT. MSS. .1 DUSTING COWL. 6RArDS NV RISERS 1 2 ' 1 CMU WALL W/ WOOD FLOOR n TSD- flr -cmu- risers SCALE: 1" = 1' -0" ' GAP BE 1 ITN NEW WM I RUG I ION 4 EX15T1NE STRUCTURE, SEAL. OFF r V INSECT SCREENING PAINTED IVO 2X4 FRAMIt16 16' OL. IRV ENRAGING EVERY 4' RAAK) ' PLYWOGD ON 2X6 JOIS1516' OL. VERIFY IV 51RUGT. D1455. CLEAR FIN1511 ON INIERIOR SIDE -- FOR CM rEMFORLWNr 1 CONNECTION 5IEE STRUGT. DYE. COILING COUNTER DR HOUSIN4 CEILING FRAMING - CMU WALL SCALE: 1' =7' -0' TSD-coiling counter dr `� SCALE: 1' =P -0' TSD-clg framing anu CMU WALL W/ CONC 1NFILL TSD- 11r-ctliu -conc G ,- - �;- '14 CONSTRUCTION DOCUMENTS 8� I z w3 cc :2 iotc ci7 ARC A R C ARCHITECTS 1101 EAST Pict ST sBArnE. WA 98122 206 322 3322 Tt.. 206 322 0323 FAX ARCARaVngers c]ou STAN W. LOKT NG STATE OF WASHINGTON FE 5 2 8 2E3— was: 1° a 1s-o* PROMO' NUMM' : MAC SUER NO. A8.1 REGISTERED ARCHITECT SCALE: 1/4" = 0 SCALE: 114 = 4 1`.0" 3' -4" 5-4" i 18' X ty e IT -4" 11' -4" rAir Al a vism. 0 ON. 000 FLOOR FRAMING PLAN -PRESS BOX ROOF FRAMING PLAN - PRESS BOX 8I -0" J f5 TYP. 3' - 4" Aft 11415F YP. 18 ,_ 0 " 5-4" 0 2.5 5 0 25 5 3' -4" 7.5 0 X 10 7.5 10 12.5 • • �► LEGEND 9 B_ XXX.XX TON «X i / 11. INDICATES AN 8" Chilli BEARING WALL w/#6 VERTICAL BARS 4 48' O.C. 8 (2)#4 HORIZONTAL BARS 448' O.0 INDICATES TOP OF CONCRET E SLAB INDICATES ELEVATION AT TOP OF WALL 1 D - INDICATES SPAN DIRECT ION OF 3 " -18GA TYPE 1N" DECKING w123' CONCRETE TOPPING AND 6x6 - W1.4 x W1.4 WWF . INDICATES SPAN DIRECTION OF COX APA RATED SHEATHING FASTENED w/8d NAILS (d� 6" O.C_ AT PANEL EDGES AND 8d NAILS @ 12' O -C. AT INTERMEDIA1 E SUPPORTS ao. ! - - bb • CONSTRUCTION DOCUMENTS 15P1 -± CC Lim CO < g ts5 83 SHEET NO. d • • Z � 4C I- 4( Id .r.r ao 5. 0 �[ • .:.. • FEB2 SCALE: AS NOTED 0 ao r. CD N N 0) C N 0 CL REVISIONS: APPD. DATE: WWI 1Q 2003 DESIGN: DRAWN: CHECKED: REVISION NUMBER: PROJECT NUMBER: 53.1 r • 2A0 • 24' (: c. � 2xk • 24' O.C. 2k� • P 24' Of I I I I I F — ±L._ SCALE: 1/4" = 0 SCALE: 114 = 4 1`.0" 3' -4" 5-4" i 18' X ty e IT -4" 11' -4" rAir Al a vism. 0 ON. 000 FLOOR FRAMING PLAN -PRESS BOX ROOF FRAMING PLAN - PRESS BOX 8I -0" J f5 TYP. 3' - 4" Aft 11415F YP. 18 ,_ 0 " 5-4" 0 2.5 5 0 25 5 3' -4" 7.5 0 X 10 7.5 10 12.5 • • �► LEGEND 9 B_ XXX.XX TON «X i / 11. INDICATES AN 8" Chilli BEARING WALL w/#6 VERTICAL BARS 4 48' O.C. 8 (2)#4 HORIZONTAL BARS 448' O.0 INDICATES TOP OF CONCRET E SLAB INDICATES ELEVATION AT TOP OF WALL 1 D - INDICATES SPAN DIRECT ION OF 3 " -18GA TYPE 1N" DECKING w123' CONCRETE TOPPING AND 6x6 - W1.4 x W1.4 WWF . INDICATES SPAN DIRECTION OF COX APA RATED SHEATHING FASTENED w/8d NAILS (d� 6" O.C_ AT PANEL EDGES AND 8d NAILS @ 12' O -C. AT INTERMEDIA1 E SUPPORTS ao. ! - - bb • CONSTRUCTION DOCUMENTS 15P1 -± CC Lim CO < g ts5 83 SHEET NO. d • • Z � 4C I- 4( Id .r.r ao 5. 0 �[ • .:.. • FEB2 SCALE: AS NOTED 0 ao r. CD N N 0) C N 0 CL REVISIONS: APPD. DATE: WWI 1Q 2003 DESIGN: DRAWN: CHECKED: REVISION NUMBER: PROJECT NUMBER: 53.1 r • S II ISOLATION Si. AT WF COLUMN SCALE: 1" = 1' -0" GAP. (E) 110x33 8" al) 4 „, 1/2` GAP. • EDGE NAILING PLYWOOD SCALE: 1" = 1' -0" 8" GM 2x JOIST 80th BEAM V ti , ,. . r -- Wad • a' LPL NO FLOOR FRAMING AT SIM. �--- P T. 2x10 14/ DIA. ANCHOR BOLTS • 24" O.G. ------ (ANCHOR BOLTS AT SIM,) F F T NtS .t'4' INNk;+ BOLT'S • 48 ' OL. *4 x I'-{a" DOWELS s 24" D.G. EMBEDED 4" INTO (E) GONG. w/SIMIF'SON ET EPDXY FLOOR FRAMING CONN. TO CMU ROOF 9-EA ('E) 3x8 • 24" CL. ROOF FRAMING CONN. TO CMU SCALE: 1' = 1.-C' BOW BEAM SCALE: 1" = 1' -O 16' (MU EDGE NAILIE7 PLYWOCC \_ SCALE: 1' = 2x JOIST MA DUl ANCHOR BOL T5 . 24' 4 L liE) LOC 4 , • � P.T. 2x10 14/ DIA. ANCHOR BOLTS • 24" O.G. r 2x JOIST SIMPSON L 142013 • 48` O.G. D *4 x I' -6" DOWELS • 24" O.G E BEDED 4" INTO (E) GONG w/51t-PSON ET EPDXY FLOOR FRAMING CONN. TO CMU • • 8 4016' 06 - -- (2) a4 ----- ) C.c7tt ( NW . r-' Dirt t`+• : 4. 'IL Etn 4' W.' rA �N IPI '01 ET EIN ` G c r ,. A ;u c - J — J FLOOR FRAMING CONN. TO CMU t:e �40 Op N5g4 iZ ; 2ccD g3wro Tcog co SCALE: AS NOTED SHEET NO. T REVISIONS: APPD. r r B 2 1 DATE: MARCH 10, 2003 DESIGN: DRAWN: CHECKED: REVISION NUMBER: PROJECT NUMBER: TUKW0001 55.2 • I • SCALE: 1" = • -- 6' at CMU PARTITION AT GL BEAM GL BEAM PECKING IS -" GONTINIOUS AT SIM. .1 SIMPSON LTP4 FRAMING PLATES • 48' O.G., STAGGERED EAGH SIDE. EDGE /�NAI GL BEAM P.T. 2x8 w/ " PIA. ANCHOR BOLTS 0 24" O.G. GONTIWOU5 BOW, BEAM 8" GNU ~ - SCALE: 1" = 1' -0" SIMPSON PAIR STRAPS • 48" O.G. CONTINJOUS BOND BEAM 8" GM) SCALE: 1" = 1' -0" SHEATHING 2x T16 DECKING (DE ;KING SPANS `_• OPP. DIR. AT SIR) SCALE_ 1' = 1'-0" ,I/ Ifd NAILS 0 4" O.G. DECK CONN. TO CMU &L BEAM ---- GL BLKG. • 48" O.G. w/SIMPSON HU212 -2 FACE MOUNT HANGERS EAGH END. STEEL STRAP 146Ax3'x24" r4/0W END FASTENED TO " DIA. ANCHOR BOLT AT WALL. OTHER END FASTENED TO BLOCKING w/(12) Ibd NAILS IN 1110 ROWS ROOF FRAMING CONN. TO CMU EDGE NAILING Ibd NAILS • I O.G. NP. DEFLECTION HEAD be GM! P.T. 2x4 FASTENED TO LEDGER w/O.I45" DIA LOW VELOCITY FASTENER5 0.G. L4x4x1 LEDGER IA' DIA. ANCHOR BOLTS • 24' O.G. R ax6xce -lo• • 48 . O:G. wr4M' DIA_ x I ' L *6 %RBIS 3. 1 2" 3 /IE" i 4" BENT It L"w'3' LEC/5 • 48' I� # EA. SIDE w /(2) '~-- -- " DIA. THRU- BOLTS. • 3/16" 2" 3/16" 4" GONTINJOUS BOND BEAM 8" GNU 1 1/2' BEAM CONN. TO CMU SCALE: 1" = 1' -0" SHEATHING 2x Tt& DECKING -� SCALE: 1" = 1' -0" SCALE: 1" = 1 -------- NON - SHRINK GROUT (\ 1/4" 1- SWATHING ING — \ ft ix6x0' -8' 1.4/(2,) x 1 -4" REBAR DOPEL5 0 4' Q.G. EDGE NAILING -� 3/16" 2., 7 3/16" 4" 1 EA. SIDE w/(2) . DIA. THRJJ- BOLTS. hF BEAM BEAM CONN. TO WF BEAM CONN. TO WF HALL BEYOND GI BEAM 6L BEAM EDGE NAILING Ibd NAILS • 1" O.G CONTI BOND BEAM ED6E NAILING 2x T46 DEGKk5 ROOF CONN. TO CMU SCALE: 1" = 1' -0" 2x AG G DECKING SHEATHING -- ----- 'TAPERED P T. 4 xb iit t)IA. AN GIk ) BOL 15 • 24" O.G BEAM BEYOND SCALE: 1" = 1' -0" SHEATHING 16d MILS • 4' O.G. BOND EtAM SCALE: 1' = V BEAM CONN. TO CMU TAPERED P.T. 4x6 sit VIA. Mitt* BOLTS • 24' Ot. EL = 303 -O' BEAM SE tOND ROOF CONN. TO CMU bb I• EDGE NAILING .'. • • REVISIONS: Z . N8>0 DN co < ro SCALE: AS NOTED SHEET NO. co to w v 0 0 PROJECT NUMBER: S6.1 Oi C 0 a C eo 0 to I— c E 8 z a 2003 a 0 0) c1 cri C 0 L a APPD. DATE: MARCH 10. 2003 DESIGN: DRAWN: CHECKED: REVISION NUMBER: