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HomeMy WebLinkAboutPermit M02-082 - PIER 1 IMPORTSM02 -082 Pier One 17388 Southcenter Py 7 ' City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2623049079 Permit Number: MO2 -082 Address: 17388 SOUTHCENTER PY TUKW Issue Date: 06/25/2002 Suite No: Permit Expires On: 12/22/2002 Tenant: Name: PIER 1 IMPORTS Address: 17388 SOUTHCENTER PY, TUKWILA, WA Owner: Name: MBK NORTHWEST Phone: 206 575 -8090 Address: C/O TRAMMEL CROW COMPANY, 17560 SOUTHCENTER PY Contact Person: Name: KARL PAULY Address: 1315 NW MALL ST, SUITE 1, ISSAQUAH, WA Contractor: Name: AIR MOTION INC Address: 5624 128 ST E, PUYALLUP WA Contractor License No: AIRMOI *077PM DESCRIPTION OF WORK: NEW ROOF TOP UNIT(S) (12.5 TON AND 7.5 TON); RECONFIGURE HVAC DUCT SYSTEM; RECONFIGURE EXISTING WASHROOMS; NEW KITCHEN SINK AND HOTWATER TANK. Value of Construction: $20,000.00 Fees Collected: Type of Fire Protection: Uniform Mechnical Code Edition: Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction • the perfor• an, of work. I am authorized to sign and obtain this mechanical permit. Date: 6 Signature: Print Name: doc: Mech MECHANICAL PERMIT MO2 -082 Phone: 425 392 -7544 Phone: 253 - 405 -6206 Expiration Date: 10/23/2003 $152.00 1997 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Printed: 06.25 -2002 ACTIVITY NUMBER: MO2 -082 DATE: 08 -05 -02 PROJECT NAME: PIER 1 IMPORTS SITE ADDRESS: 17388 SOUTHCENTER PARKWAY Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued DEPARTM NTS:d �Z B ding 'vision Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: 7-0 z.- LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: SOT TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: 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 r PLAN REVIEW /ROUTING SLIP 51Z B Fire Prevention Structural ❑ Incomplete PERMIT COORD COPY Planning Division Permit Coordinator DUE DATE: 08-06-02 DUE DATE: 09 -03 -02 Not Applicable ❑ DATE: August 7, 2002 Mr. John Hanson Sletten Construction 11770 West President Drive, Ste C Boise, Idaho 93713 RE: Letter of Incomplete Application #1 to Revision #1 Development Permit Application Number MO2 -082 Pier 1 Imports —17388 Southcenter Parkway Dear Mr. Hanson: This letter is to inform you that your application received at the City of Tukwila Permit Center on August 5, 2002, is determined to be incomplete. Before your application can begin the plan review process the following items need to be addressed: Building Department: Ken Nelson, at (206) 431 -3670, if you have questions concerning the following: Plans must show actual duct work layout with return air, etc. Please address the above comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl File: Permit File No. MO2 -082 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: O - .T D Response to Incomplete Letter # 0 Response to Correction Letter # Revision # t after Permit is Issued Project Name: / �t+ Project Address: ) 7 Amy Contact Person: Z3Z2 A / / Phone umber: a7 --4P6 Summary of Revision: Add /%4c Tv / o FFAa Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: . —S Entered in Sierra on — Plan Check/Permit Number: /?1 2 — t7 rz REeEIvPn CITY OF TUKWILA AUG 0 5 2002 PERMIT CENTER 08/30/00 ACTIVITY NUMBER: MO2 -082 DATE: 08 -05 -02 PROJECT NAME: PIER 1 IMPORTS SITE ADDRESS: 17388 SOUTHCENTER PARKWAY Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OFfOtPLETENESS: (Tues., Thurs.) Complete Ia ?i Incomplete �} fAn.oty ck 4 t <kw Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: . DATE: 5 {� /OZ APPROVALS OR CORRECTIONS: Approved Notation: 0 REVIEWER'S INITIALS: Documents/routing sllp.doc 2.28 -02 PLAN REVIEW /ROUTING SLIP Approved with Conditions __e — itn ❑ Not Approved (attach comment) ❑ . / UAW' -A ter reUTeLo W comment DATE: La j - 7j6 - L Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator ❑ DUE DATE: 08 -06-02 Not Applicable ❑ l.Jdr DUE DATE: 09 -03-02 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z z 6 v 0 0 ND w J CO LL tu 0 N O �w O z I— LL) ui 0 N O H w H N v O I. z ACTIVITY NUMBER: MO2 -082 PROJECT NAME: PIER 1 IMPORTS SITE ADDRESS: 17388 SOUTHCENTER PARKWAY Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued DATE: 08 -05 -02 DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP Fire Prevention Structural , Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08-06-02 Complete ❑ Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required 0 No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Not Approved (attach comments) 2 )4-7 / // /o 'Z- DATE: e,76 jo ' Z Notation: REVIEWER'S INITIALS: DUE DATE: 09 -03-02 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 nanstel U co co w co w w0 gQ 3 H w O Z F- W U � OP— o t- w w H u_ 6 Z = O ~ Z DEPARTMENTS: Building Division Complete Documents/routing slip.doc 2-28-02 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MO2 -082 PROJECT NAME: Pier 1 Imports DATE: 05 -10 -02 SITE ADDRESS: 17388 Southcenter Py Original Plan Submittal Response to Incomplete Letter # r Response to Correction Letter # Revision # After Permit Is Issued 6 ► Fire Preventipn [ Planning Division NOG (( -, -0� 5-22 Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ n DUE DATE: 05 -14 -02 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTI G: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE: 06-11-02 Not Approved (attach comments) LI REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 2 ~ w 0 tu w o 2 gj LLI I-O z f-- w 0 ON 0H w w I I O U= O I- z Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5/ V t d� Response to Incomplete Letter # _1_ 0 Response to Correction Letter # 0 Revision # after Permit is Issued Project Name: PIER 1 IMPORTS Project Address: 17388 SOUTHCENTER PARKWAY Contact Person: KARL PAULY Phone Number 42C• 912 ' 7 - Summary of Revision: L I i$J a 41 r tog E4 )1 49p 001125.. 6- c• I 21 3. 1 r P-U == M 1111.12 -b- - City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Received at the City of Tukwila Permit Center by: ® Entered in Sierra on 6 f O'O3 Mt2 -- epts9 Plan Check/Permit Number: hU F-A4 oaf Ade n��inl Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision P ^ C o fi TU MAY n inn", INTER 04/17/02 Et LI 0 U) 9 co o ul 2 ? . z ZO w U 0— o w U. o ui z 0 April 17, 2002 Mr. Karl Pauly 1315 NW Mall Street, Suite #1 Issaquah, WA 98027 RE: Letter of Incomplete Application #1 Development Permit Application Number D02 -082 Pier 1 Imports —17388 Southcenter Parkway Dear Mr. Pauly: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on April 11, 2002, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed: Building Department: Ken Nelson, Plans Examiner at (206) 431 -3677, if you have questions concerning the following: encl City of Tukwila Department of Community Development Steve Lancaster, Director r t ( Structural information is required for roof mounted equipment over 400 pounds. Please address the above comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 432 -7165. Sincerely, /i • Stefania Spencer Permit Technician File: Permit File No. D92r - 13 2 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 z I 00 Lu w J W o g< � d no O N ' 0 1- uiw w 0- 0 t.- z April 17, 2002 Mr. Karl Pauly 1315 NW Mall Street, Suite #1 Issaquah, WA 98027 Dear Mr. Pauly: encl File: Permit File No. D02 -082 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application #1 Development Permit Application Number DO2 -082 Pier 1 Imports —17388 Southcenter Parkway This letter is to inform you that your permit application received at the City of Tukwila Permit Center on April 11, 2002, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed: Building Department: Ken Nelson, Plans Examiner at (206) 431 -3677, if you have questions concerning the following: Structural information is required for roof mounted equipment over 400 pounds. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 432 -7165. Sincerely, Stefania Spencer Permit Technician 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206-431-3665 rrrnovirvMSa.mr 1 1 ACTIVITY NUMBER: MO2 -082 PROJECT NAME: Pier 1 Imports DATE: 05 -10 -02 SITE ADDRESS: 17388 Southcenter Py Original Plan Submittal x Response to Incomplete Letter # ' Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Planning Division ❑ Permit Coordinator ❑ DUE DATE: 05-14-02 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: APPROVALS OR CORRECTIONS: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: Documents/routing slip.doc 2-28-02 DUE DATE: 06 -11-02 Not Approved (attach comments) T Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: 16 DATE: c) Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMITNO.: MO 2-082 MECHANICAL PERMIT APPLICATIONS INSPECTIONS ❑ 2 Pre - construction ❑ 50 WSEC Residential ❑ 60 WA Ventilation/Indoor AQC ❑ 610 Chimney Installation/All Types ❑ 700 Framing ❑ 1080 Woodstove 1090 Smoke Detector Shut Off 1100 Rough -in Mechanical 1101 Mechanical Equipment/Controls ❑ 1102 Mechanical Pip /Duct Insul 1105 Underground Mech Rough -in 1 115 Motor Inspection 1400 Fire - Final 1800 Mechanical - Final ❑ 4015 Special -Smoke Control System 0 0 CONDITIONS 10001 No changes to plans unless approved by Bldg Div 10002 Plumbing permits shall be obtained through King Co 10003 Electrical permits obtained through L & I 10005 All permits, insp records & approved plans available 10014 Readily accessible access to roof mounted equipment 10016 Exposed insulation backing material 10019 All construction to be done in conformance w /approved plans 10027 Validity of Permit 10036 Manufacturers installation instructions required on site X 10041 Ventilation is required for all new rooms & spaces ❑ 10042 Fuel burning appliances ❑ 10043 Appliances, which generate.... ❑ 10044 Water heater shall be anchored.... Additional Conditions: TENANT NAME: er'-tl2 1, , ivt Ft s FEES Basic Fee (Y/N) Supplemental Fee (Y/N) Plan Check Fee (Y/N) Furnace/Burner to 100,000 BTU (qty) Over 100,000 BTU (qty) Floor Furnace (qty) Suspended/WaIVFloor- mounted Heater (qty) Appliance Vent (qty) Heating/Refrig/Cooling Unit/System (qty) Boiler /Compressor to 3 HP /100,000 BTU (qty) to 15 HP /500,000 BTU (qty) to 30 HP /1,000,000 BTU (qty) to 50 HP /1,750,000 BTU (qty) over 50 HP /1,750,000 BTU (qty) Air Handling Unit to 10,000 cfm (qty) over 10,000 cfm (qty) Evaporative Cooler (qty) Ventilation Fan (qty) Ventilation System (qty) Hood (qty) Incinerator — Domestic (qty) Incinerator — Comm /Ind (qty) Other Mechanical Equipment (qty) Other Mechanical Fee (enter $$) Plan Reviewer Permit Tech: Add' 1 Fees — Work w/o Permit (Y/N) Insp Outside Normal Hours (hrs) Reinspections (hrs) Miscellaneous Inspections (hrs) Add'l Plan Review (hrs) Date: 6/3/02--"" Date: (Q — 5'02- re LLI U co W � Q` W Z� �LH 11J w• V 0 OH gi W W H - . O .. U� O ACTIVITY NUMBER: MO2 -082 PROJECT NAME: Pier 1 Imports DATE: 05 -10 -02 SITE ADDRESS: 17388 Southcenter Py Original Plan Submittal X Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ TUES /THURS ROUTING: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2.28.02 PLAN REVIEW /ROUTING SUP Fire Prevention Structural Incomplete n REVIEWER'S INITIALS: [xi Planning Division ❑ Permit Coordinator ❑ DUE DATE: 05-14 -02 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ File ❑ Ping ❑ PW ❑ Staff Initials: Please Route ❑ Sttural Review Required ❑ No further Review Required DATE: 2 0 DUE DATE: 06 -11-02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: MO2 -082 PROJECT NAME: PIER 1 IMPORTS SITE ADDRESS: 17388 SOUTHCENTER PARKWAY XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # DEPARTMENTS: Building Division Public Works Complete ❑ El PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) 5(Z Fire l eg O & �Q ut urall''�y1177 '0?'' Str Incomplete DATE: 04 -11 -02 Revision # After Permit Is Issued Planning Division Permit Coordinator DUE DATE: 4 -16 -02 Not Applicable ❑ Comments: Permit Center Use Only , INCOMPLETE LETTER MAILED: 44/7-02.- LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: ■74S TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 5 -14 -02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2.2802 ACTIVITY NUMBER: MO2 -082 PROJECT NAME: PIER 1 IMPORTS SITE ADDRESS: 17388 SOUTHCENTER PARKWAY XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # DATE: 04 -11 -02 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Documents/routing slip.doc 2.28.02 APPROVALS OR CORRECTIONS: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: REVIEWER'S INITIALS: ❑ Planning Division ❑ ❑ Permit Coordinator ❑ Incomplete iSirer444 .406 estALAd J DUE DATE: 4 -16-02 Not Applicable ❑ IMAw+ A.. 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: DUE DATE: 5-14 -02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: MO2 -082 DATE: 04 -11 -02 PROJECT NAME: PIER 1 IMPORTS SITE ADDRESS: 17388 SOUTHCENTER PARKWAY XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete ❑ REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Planning Division Permit Coordinator DUE DATE: 4-16 -02 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 5 -14 -02 Not Approved (attach comments) ❑ Notation: DATE: #6/5 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Project Name /Tenant: gEr- 2 /A-t ue of ech nical Equipmen Site A City State/Zip: vrlk &tip s Ti0Antir WA Tax Parcel Nu ber: oq -go Property Owner; � `�, w atif /(, K• I - , f , � City tate/Zip: 740/44. /,tl -. , Phone: ( ) 67 � g Fax #: ( ) `/V I Street Address: 175 *xrri/ AI Contracto /PP ,4 , v4,7101-j I,t1,, / Phone: 425') � nlz,.. 79f i Street w5� Mf-�-r; A) � /5T r 1 / 2A ��Ift g �1 Fax #: 4 5eG " 6 Contact Person / � / Phone: i x --) 3Q 7 7 Street ddress: call City State/Zip: Fax #: ) :BUILDING! . NER'i R AUTHO IZED GENT::. Date: 4////02 Fax #: 32S )57z, �SOG� Signature: Print name � r ` Phone: S)ggz -7 Addt / ,/� / 6r , 46 City /State/Zip:/� , I I rlj�7 Mechanical Permit Application MECHANICAL PERMItREVIEW AND.APPROVAI..REQUESTED: (TO BE FILLED OUT BY APPLICANT) Description of wor to be done (please be specific): _ r - 75 UrUI � (/ �Z 2 7 • • �ro�ca �' G b � v 'WA-6 vorir 5t/gro,i STiti) w oo , ,c)Ew Iara kJ ifortkork 11/2/99 much permil.doc CITY OF TL :MLA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Current copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued OR submit Form H-4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Age tt If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notar' ed letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required a art of this submittal. I HEREBY CERTIFY FHAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PE URY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. 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 114.4 of the Uniform Mechanical Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: io / -a z Application taken by: (initials) ✓ Submittal Requirements Floor plan and system layout Roof plan required to identify individual equipment and the location of each installation (Uniform Mechanical Code 504 (e)) Details and elevations (for roof mounted equipment) and proposed screening J Heat Loss Calculations or Washington State Energy Code Form #H -7 ti / H.V.A.C, over 2,000 CFM (approximately 5 ton and larger) must be provided with smoke detection shut- off and will be routed to the Fire Prevention division for additional comments (Uniform Mechanical Code 1009). .Specifications must be provided to show that replacement equipment complies with the efficiency ratings and other applicable requirements of the Washington State Nonresidential Energy Code. (/ /Structural engineer's analysis is required for new and the replacement of existing roof equipment weighing 400 pounds and greater (Uniform Building Code 1632.1). Structural documentation shall be stamped by a Washington State licensed Structural Engineer. Mechanical Permits COMMERCIAL: Two complete sets of drawings and attachments required with application submittal U/2/99 miscpna.doc NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water heaters or vents being installed or replaced. RESIDENTIAL: Two complete sets of attachments required with application submittal Submittal Requirements New Single Family Residence Heat Toss calculations or Form H -6. Equipment specifications. Change -out or replacement of existing mechanical equipment Narrative of work to be done, including modification to duct work. Installation of Gas Fireplace Narrative with specification of equipment and chimney type. If using existing chimney, provide a letter by a certified chimney sweep stating that the chimney is in safe condition. NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water . heaters or vents being installed or replaced. doc: Conditions City of Tukwila PERMIT CONDITIONS MO2 -082 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2623049079 Permit Number: MO2 -082 Address: 17388 SOUTHCENTER PY TUKW Status: ISSUED Suite No: Applied Date: 04/11/2002 Tenant: PIER 1 IMPORTS Issue Date: 06/25/2002 1: ** *BUILDING DEPARTMENT * ** 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 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. 6: Readily accessible access to roof mounted equipment is required. 7: 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. 8: 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). 9: 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. 10: Manufacturers installation instructions required on site for the building inspectors review. 11: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 14: H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1900) 15: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main supply -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) 16: Local U.L. central station supervision is required. (City Ordinance #1900) 17: 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) Printed: 06 -25 -2002 1 18: CaII 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) 19: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 20: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 21: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 22: 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 performapce of work. Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 V Vpr Date: MO2 -082 Printed: 06 -25 -2002 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 1001 Tukwila, WA 98188 / (206) 431 -3670 2623049079 17388 SOUTHCENTER PY TUKW PIER 1 IMPORTS R020000860 SKS 1165 Payment Check 9657 Current Pmts AIR MOTION INC Amount MECHANICAL - NONRES PLAN CHECK - NONRES Type Description RECEIPT Method Description 000/322.100 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 152.00 Payment Date: 06/25/2002 12:18 PM Balance: $0.00 152.00 Account Code 121.60 30.40 Total: 152.00 MO2 -082 APPROVED 04/11/2002 Printed: 06 -25 -2002 re 2 00 co 0 Lu to • o uQ 1-O Z H. iu 0 0: O co, 0 I— w U. O: U N Z Proje Dl�' / Type of Inspection: //f fi rF /VA L Address: ... . .. � erg' > . '5 - 4// e rr Date Ced: Called: I:- /p -- —. pecial Instructions; / 497 Date Wanted: ri ` a.m - ao — o� Y Reque ster: ■ � /(1 Prne Noi ) 8A. y ..... er - 3 ._ 375 ._ INSPECTION REC RD Retain a copy with permit INSPECTION NO. 'CITY.OF TUKWILrA BUILDING DIVISIO 6300 South Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Receipt No.: . (206)431 -3670 COMMENTS: �Date� El Corrections required prior to approval. litr) $4 . ' ' REINSPECTI •FEE RE UIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Prob 1';`�. �,�, T y of Inspection: ti 6 4dda Pry Address: r ! . Pkted Date called: Special inst uctions: 1 Pate want - /1„,,� -i9? 4 0 1 P p.m. Requester: Phone: *41, 41 3 INSPECTION RECOII(D Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Ej Corrections required prior to approval. COMMENTS: t) / , f / Ni/A, G . ,517.1 1/47. 7p Naty, ! �f /- t/tc!.df >• ' e ` -e $47.00 REINSPECTIO A REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. v (206)431 -3670 Pro e . • / et 2 zio,o2 r5 f InspKtion: , Mil/ /'— T p o ,e6Ael/et.Ge._, " PH < —: ate a 7 Address: _ /73F, 7 c5> hi Special instructions: i/ Date w'aVeri / 0,2_ ( a.m. Reqegh y ,/ Ohonql_ )c 2007 7/3 INSPECTION NO. Of t 3proved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 M Oc? — or PERMIT NO. (206)431-3670 i st i or-7 1 1 e cif /".../0-i 4- / .14 tr, e S frip f A/60—d / d"'--r* 74- • 6 4 Corrections required prior to approval. $47.00 REINSPECTION 4 EREQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • Project: P (9 �.. Type of In ection: "94)7 Address: /73R$ SD vth� Date called: 7'1 -.a Special instructions: 9 Date wanted: .7' - 0X. ..- a.m. ; dip Requester: 1.y1 3W hone: oa -.9? i it- INSPECTION RECORD Retain a copy with permit INSPECT ON NO. ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 h�«t � ....�tid;.k :•r xW�t,S' �: �+,a.: i��s;'±:s <:. ��birti,..i..£Oi.��. �, . �`J::svt �i #,.' mo :. -o8 PERMIT NO. (206)431 =3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ` ( lc Date: v1.. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: 1 `5'".S'`.Ltin Revision I No. Date Staff Date Received 1 Initials 1 Issued ; Staff ! Initials I 8 --S -0 2 ,cj S I 1 Summary of Revision: adee X 071 .,thee/ Summary of Revision: Summary of Revision: ti Lx-' Ot�SLx{ • 1 .H I i i `7 ! tr, . Received By: • Revision No. Date I Received i Staff Initials Date Issued Staff I Initials 1 1 1 I Summary of Revision: Summary of Revision: 1 .._. 1 1 • Received By: Received By: Revision No. I Date Received Staff Initials Date Issued 1 Staff i Initials 1 1 1 I Summary of Revision: 1 .._. 1 1 • Received By: Revision No. I Date Received Staff Initials I Date Issued I Staff Initials 1 .._. 1 1 1 Summary of Revision: PROJECT NAME: Site Address: / ?Ac .0 / - REVISION LOG PERMr' .,JO:. /VcZ -t82 Original Issue Date: �c'ZS' (please print) Received By: (please print) pl ease print) (please print) (please print) Revision No. Date Received i Staff I Date Initials ; Issued Staff Initials Summary of Revision: Received By: JUL,31.2002 11 =SRAM PIER ONE IMPORTS •r* . r ORR 1 1 r �n IL JO L iu ICE ■r a `1EN i 4 tx SPRINKLER RI HOLLARDS 8 OFFICE lit r— I !V1EON N0. NO,455 P.2 -'3 Q NEW OFFICE MATC FINISHES OF OFFICE 106 CA1N IOW' C� - 7 2002 NEW WALLS ALUM , NUM EDGE NATIONAL GUARD RODOUCT 0 654 • STOCKROOM 102 RECEIVED CITY OF TUKWILA AUG a 5 2002 PERMIT CENTER n —sue U -p i n; l Oo2 -o 402- o"- ORZ nnr.rww�> -+#al. itwel,MRi�4 �T 2 U W W NLL w 0 �a z w ui o U co 0— 0 1- w u o W z U= 01- z 3U_.31.2OO2 •.... V..• OFFICE CEILING, ITS 4 OUTLET CATE LIGHT 11 :59AM PIER ONE IMPORTS NO.455 P.3 /3 Z rew U U C . U N w � w o g a co 3 z, V o u 1— W . u' O. u; 0 KPFF PROJECT No. 202187 MAY 9, 2002 SUBMITTED T0: PARKWAY SUPERCENTER PIER 1 IMPORTS #1129 STRUCTURAL CALCULATIONS DUNCAN DESIGN GROUP, L.L.C. 3723 WEST BARNES LANE PHOENIX, AZ 85051 SUBMITTED BY: KPFF CONSULTING ENGINEERS 111 SW FIFTH AVENUE, SUITE 2500 PORTLAND, OR 97204-3628 CITYN E.1) tt JUN - 5 n02. LDY ?SG D. INCOMP ETE LITY OFT K UKWILA HAY '1 0 2002 PERMIT CENTER MO X•• 09- re IL/ 0 § ; N W W : J jE V- , W O . u_ Q W 3 0! o " 0 I— uJ . .z O May 9, 2002 l Consulting Engineers Mr. Bill Duncan Duncan Design Group, L.L.0 3723 West Barnes Lane Phoenix, AZ 85051 RE: Parkway Supercenter Pier 1 Imports #1129 Tukwila, Washington New Rooftop Mechanical Units Dear Bill: Attached please find calculation sheets 1 through 9, dated May 9, 2002, which verify the structural adequacy of the new roof framing for the new rooftop mechanical units, as shown on drawings S0.1 through S3.1, dated May 9, 2002. Design is based on the requirements of the 1997 Uniform Building Code as amended by the State of Washington. If you have any questions or need further information, please call me. Sincerely, Ross Palmer, P. E. Attachments D. p v P o c ,C,, S /t . �. • • .7� Y` I EXPIRES :01/08/ [RPIbd1202187 calc•5.9 - 02.doc) 111 S.W. Filth Avenue, Suite 2500 Portland, OR 97204-3628 (503) 227 -3251 Fax (503) 227 -7980 Seattle Portland San Francisco Los Angeles Irvine San Diego Phoenix McLean Portiand.Otegon ERR Consulting Engineers (Zoo 1' OeJ QE or, xt� 00 fbs Project p t. 1 Location IL , ; Client (El' Co /, C9- Y' e. S ts P i c., -ocJ 2x e,t,•' - r7 p ' . q )(ft.( C a cc. 1 . .ZQ psc 6 x 3t gIRP t oG ( tc (0 f aj 6 g/(x 13 6P-I c, ' oc 1.2 pr. s. eipsD /2 psc 1' 7 0 tNGVeaS U1 2 (0 p ( ! l e By (� l p Date 5/6/ Revised Date Sheet No Job No C%*c)Nvl C O=.1 e- 1 COG G A Y— £ F`/ (N) c, oaci G i Fire, , 9 New it � un•t� I7o0 - I2-00 = Soo It/5 / ÷ y 1 ‘), cal rC90 1 0 aci f0 () , 2) x & L f .. .Z0 (/ ) 't .2 0 (2 5 ) 7 I- 6.L -( 2 (0 0 o 1 IO S ( .e AIL.) PoMmolL EMI Consulting Engineers 2S 3)= O pt s- A 4(0.se, 3G00 (0) 2_0( /Oa .• - 1.s Project p„ e v Location Dote /0 Client 20 if " toc_ 0,1„0- (z • 5) L \ Z2 Ca,s-- r7, 2o By OP Revised Date (km Sheet No. 2 Job No. Fic (1.k 7-2- --C — p c s AWN,. Wootx.bie,e Mmax © Cntr in -k @X= ft Max Max © Right End In -k fb Actual psi 180.2 9.60 0.0 1 9.7 ‘ tb i0- A� U u (� Fb :Alloww Allowable psi Overstress Shear @ Left 3.50 / Shear ® Right k 2.90 fv : Actual r si 98.0 Fv : Allowable I 97.8 Overstress [Reactions & Deflection DL @ Left k 1.50 LL @ Left k 2.00 Total @ Left k 3.50 DL © Right k 0.90 LL © Right k 2.00 Total © Right k 2.90 Max. Deflection in -1.005 @ X = ft 9.87 Query Values KPFF Consulting Engineers Portland, OR Rev: 510301 User. KW0130870, Ver 5.1.3, 22•Jun•1899, WIn32 ` (c) 1983.99 ENERCALC Multi -Span Timber Beam Page 1 Description Pier 1 Tukwila Douglas Fir - Larch, No.1 All Spans Considered as Individual Beams [Timber Member Information Description Span Timber Section Beam Width Beam Depth End Fixity Le: Unbraced Length Member Type [Loads Live Load Used This Span ? Dead Load Live Load Dead Load Live Load Start End Location Moment Shear Deflection ft in in ft #/ft #/ft #/ft #/ft ft ft ft in -k Ibs in 20.00 4x14 3.500 13.250 Pin - Pin 0.00 Sawn Yes 80,00 200.00 160.00 5.000 0.00 0.0 3.5 0.0000 Title : Dsgnr: Description : Scope: Job # Date: 9:05AM, 3 MAY 02 Fb : Basic Allow 1,500.0 psi Elastic Modulus 1,600.0 ksi Fv : Basic Allow 85.0 psi Load Duration Factor 1.150 Calculations are designed to 1997 NDS and 1997 UBC Requirements. 3 z �w O cow cow w 0 gQ W� _ ° . � z � O: z H ILI Ili; 0 O N. o H w W. ~V u' O. 111 0 -. O~ z Timber Member Information Description Span ft 20.00 Timber Section 4x14 Beam Width In 3.500 Beam Depth in 13.250 End Fixity Ph Le: Unbraced Length ft 0.00 Member Type Sawn Loads Live Load Used This Span ? Yes Dead Load #/ft 80.00 Live Load #/ft 200.00 Dead Load #/ft 90.00 Live Load #/ft Start ft 13.000 End ft 18.000 Results Mmax @ Cntr in -k 180.4 @ X = ft Left End in-k Max Max @ Right End in -k 10.40 0.0 0.0 ?i1/4°‘ <0 fb : Actual psi 1,761.2 Q t '' c ,, �` • Fb : Allowable psi 1,725.0 ,t,(� l'.` OverStres Shear @ Left k .90 Shear @ Right k 3.15 fv : Actual psi 91.0 Fv : Allowable psi 97.8 Shear OK Reactions & Deflection DL @ Left k 0.90 LL @ Left k 2.00 Total @ Left k 2.90 DL @ Right k 1.15 LL @ Right k 2.00 Total @ Right k 3.15 Max. Deflection in -1.002 @ X = ft 10.13 Query Values KPFF Consulting Engineers Portland, OR Rev: 510301 User, K•000870, Ver 5.1.3, 22•Jun•1099, W in32 (c) 1083.99 ENERCALC Multi -Span Timber Beam Page 1 Description Pier 1 Tukwila Douglas Fir - Larch, No.1 All Spans Considered as Individual Beams Title : Dagnr: Description : Scope: Job # Date: 9:12AM, 3 MAY 02 Fb : Basic Allow 1,500.0 psi Elastic Modulus 1,600.0 ksi Fv : Basic Allow 85.0 psi Load Duration Factor 1.150 Calculations are designed to 1997 NDS and 1997 UBC Requirements Location Moment Shear Deflection ft in -k Ibs in 0.00 0.0 2.9 0.0000 Live Load Used This Span ? Dead Load # /ft Live Load #/ft Dead Load # /ft Live Load #/ft Start ft End ft Yes 80.00 200.00 160.00 7.500 12.500 Results Mmax @ Cntr in -k 210.0 @ X = ft 10.00 Max © Left End in -k 0.0 Max @ Right End in -k 0.0 fb : Actual psi 2,050.5 Fb : Allowable psi 1,725.0 .OverStress Shear @ Left k .20 Shear © Right k 3.20 fv : Actual psi 93.8 Fv : Allowable psi 97.8 Shear OK Reactions & Deflection - DL @Left k 1.20 . „ .. LL @ Left k 2.00 Total @ Left k 3.20 DL © Right k 1.20 LL © Right k 2.00 Total @ Right k 3.20 Max. Deflection in -1.134 @ X = ft 10.00 Query Values 1 ); KPFF Consulting Engineers Portland, OR Rev: 510301 User. KW- 000870, Ver 5.1.3, 22•Jun -1899. Win32 (c) 1983.99 ENERCALC Multi -Span Timber Beam Page 1 Description Per 1 Tukwila General Information Douglas Fir - Larch, No.1 All Spans Considered as Individual Beams LTimber Member Information Description Span Timber Section Beam Width Beam Depth End Fixity Le: Unbraced Length Member Type Loads Location Moment Shear Deflection ft in in ft ft In -k Ibs in 20.00 4x14 3.500 13.250 Pin - Pin 0.00 Sawn 0.00 0.0 3.2 0.0000 rw Title : Dsgnr: Description : Scope : Job # Date: 9:04AM, 3 MAY 02 Fb : Basic Allow 1,500.0 psi Elastic Modulus 1,600.0 ksi Fv : Basic Allow 85.0 psi Load Duration Factor 1.150 Calculations are designed to 1997 NDS and 1997 UBC Requirements a.• ml.: u.: tiltt4a' inYf: «.St�{;;it:;A'.'tiK •4*.x • Auniform dead = 0.178 Duniform live = 0.444 Apoint dead = 0.302 Apointlive = 0.000 Ap +w +m dead= 0.480 Ap +w +m live = 0.444 Atotal d +I = 0.924 Wact = 3 1;';5 s440; l^ '= ia'irdl;b0: Pact = , "11: 4 :? h 0850; &<^ - k '; 0 Mact = (psi) . .,, F'1= 650 (psi) min bear 1= 0.9 (in.) Rb = 15.68 ok <50 F *b = 2400 (psi) E' = 1800000 (psi) Fbe = 3215 (psi) Fbe /F *b = 1.34 Location: affilfiNPRIAMIRAPilatket t Beam Data: Fb = Fv = F.1.= CD = C, = Ct = E= Type = CF DIM = x= Cfu = C = C _ C Cf= CH = Cb = L= braced ? Kbe = Leff = b= d= 1r ' " 10.5; AtirMA50, Men MUM tdRamAAMIM tI80E+06: ok!So- f : Y"s MA f2O, rMii A0339; r� PAN200. a:s!; ti y ?' i32i25 Loads: dead (in.) (in.) (in.) live <woodd >rdp (lb./ft.) (Ib.) (lb-in) (psi) (psi) (psi) (duration) (moisture) (temp) (psi) (DIM /BSPT /GL /LVL /PSL /LSL) na use 1 (size -sawn only) (for C„ Western /Southern) (flat use) (incising) (repetitive) (curvature) (form) (shear) (bearing) (ft.) (see below for Leff) (yes /no) (3.3.3 pp. 16) (see table 3.3.3) (check Leff again) Beams N A00 T' t, r7 :rrc� �E i;C.4 �;ic'. T yYt,]j 1 :'�iit�,'z .. , } 1 rr:lka t ;t? 4, N4 51 1�1Fl ti .'1¢:1�'nH',:fl }7#ri�d.f,.z+i.. �.l +�i,� 'ii�!�.'} .'..t �i..xi i.a Ai Ir.:l'Lrl t�..�� i !!, .. +.iii;'�'i ip.t•.;:. Calculations: C„ or (Cf BSPT) = 1.0000 CL 0.906 F'b = 21731 Ix = Sx = fb (w) = or fb (p) = or fb (w +p +m) = 450.00 75.00 1120 6801 18001 (psi) 1 ok R= F'v = fv= 1825 165 73.0 Vibration: f = 4.691 kf„ = F040E to , rec. max 4000 theat. 16000 office (volume or size BSPT) (psi) (in. "4) (in. "3) (psi) (psi) (in) (in) (in) (in) (in) (in) (in) (Ibs) (psi) (psi) 1 ok cps 26j(k /in -sec) 1997 NDS (EQ 3.3 -5) (EQ 3.3 -6) L/ 1350 540 794 # DIV /01 500 540 260 10 min. I . ... .. T +?..... OO.+•rn su*.N,ma.M.ff.MlMSem.MfAnte.rom+, ww"titAKAYr11hitivarn iuniform dead = 0.178 Duniform live = 0.444 i point dead = 0.185 i pointlive = 0.000 Ap +w +m dead= 0.363 Ap +w +m live = 0.444 Atotal d +I = 0.807 Wact = n ,1 �C fv .x:4,0, ri' tY.. 4 1 : r ��;.'f.�,�:,r::1,00. Pact = v n "sii.c:i:' tlAf iki 4 0 Mact = ii ?.:h >i sQ' ;;aiM~•` , a 1 :s:1: °`0; F'1= 650 (psi) min bear 1 = 0.8 (in.) Rb = 15.68 ok <50 1 F *b = 2400 (psi) E' = 1800000 (psi) Fbe = 3215 (psi) Fbe /F *b = 1.34 Location: Beam Data: Beams CA A00 L MEµoEYL 'r��! ,°i'15' r-�� r<ti^r 4,,'•,.pv11j: :t('1��7'�6 +� �..�p`.�e r . �.� „ + { � arr• � it: .L * t 5 i '1� /� i�" .^.T- Ty ".fl.., ";'.�K:a i:i:`�. �,�' y�.�' �� w }ii: >i. `• ,1,:t �s,'� ,: Y ..t,��; ft,.,; i. n, %� �,cs�., ��': �a'• y,, �l�;::;:.: a; �y�.�;.���:..,�� a.t;: {;��"r,,. ���..r. .� F fkill ,N1.R. r VQ'�I,S, 01t,' Fj"-, 4��-': }sri� .�,T #; t a N'asa Ng.. aiN?3?�iii .r Jfirt { { ;1: t 4nr r t { x: t'! ..n 4 , .� zi'..s..,,... "x:1i,r �t,3;:'l';+>l'._ r is � !. •.t�`, .r: r ' �l r L.a ,.,1:5.�,a.1,�= tl. Fb = Fv = Fl = CD = MEM Cm = Ct = E= Type = CF DIM = x= Cfu = CI = C� = C = Cf = CH = Ct, = L= braced ? Kbe = Leff = b= d= L t F ?11t8OE 00, PAIGISTM MENAI tocird $rf.. rtk'iY t r VIARTAI INTWAVI i `: u ` . ?2Q. IISTMOISTI !'I�0 0o4:39; R> pMai 200 �� i=�z 3:1'•25 Loads: dead (in.) (in.) (in.) live <woodd >rdp (psi) (psi) (psi) (duration) (moisture) (temp) (psi) (DIM /BSPT /GL /LVL /PSL /LSL) na use 1 (size -sawn only) (for C, Western /Southern) (flat use) (incising) (repetitive) (curvature) (form) (shear) (bearing) (yes /no) (see below for Leff) (3.3.3 pp. 16) (see table 3.3.3) (check Leff again) (lb./ft.) (Ib.) (lb-in) Calculations: C, or (Cf BSPT) = I 1.00001 CL = 0.9061 F'b = 21731 Ix = Sx = fb (w) = or fb (p) = or fb (w +p +m) = 450.00 75.00 1120 4161 15361 (psi) 1 ok Vibration: f = 5.261 kf rec. max 4000 theat. 16000 office 1997 NDS (volume or size BSPT) (psi) (in. ^4) (in. ^3) (psi) (psi) (in) (in) (in) (in) (in) (in) (in) (Ibs) (psi) cps 301(k/in -sec) (EQ 3.3 -5) (EQ 3.3 -6) L/ 1350 540 1298 #DIV /0! 662 540 297 R= F'v = fv = 1660 165 66.4 (psi) 1 ok 1 10 min. 1 7 Poitand.orapon EMI Consulting Engineers 2ooF T6p c9 k F KA-%tel S e r v: ce, I <C� FoI1wW + 7 a- ha(y5 . 12-77_ rov 12.'1 z•. 734 /t f / '13 331 Protect etr Location Client tS Sp brava 2 t o 1 (0.5 C „ =,s` F - 6.06 3 LY 1 i f 3 2--Ls: r (JC' f (1.0 3. o / .a Date Revised 6e 5 f Se wte ( i3c0) 0. (- of Cf i•`T o)( J = /, 0 3 1.( By Dote o vt� . 3 Sheet No. Job No. 3 7,2 L „ ur , *— c on,/fro 0 oerfuv1',+tnt y 'f S c r z h uO 0 2W ca W LL Q uj W Z �4 �L H O N 0 I- uJ U. O J Z '. U N' O 323 477 0 76816 89287 76816 89287 734 -1509 216 191 336 0 39639 50219 39639 50219 531 -1051 145 #DIV /0! #DIV /0! 0 #DIV /0! #DIV /0! #DIV /0! #DIV /01 #DIV /0! #DIV /01 0 #DIV /0! #DIV /0! 0 #DIV /0! #DIV /0! #DIV /0! #DIV /0! #DIV /0! #DIV /0! 0 #DIV /0! #DIV /0! 0 #DIV /0! #DIV /0! #DIV /0! #DIV /0! #DIV /0! #DIV /0! 0 #DIV /0! #DIV /0! 0 #DIV /0! #DIV /0! #DIV /01 #DIV /0! #DIV /0! #DIV /0! 0 #DIV /0! #DIV /0! 0 #DIV /0! #DIV /0! #DIV /0! #DIV /0! #DIV /0! #DIV /0! 0 #DIV /0! #DIV /0! 0 #DIV /0! #DIV /0! #DIV /0! #DIV /0! #DIV /0! #DIV /0! 0 #DIV /0! #DIV /0! 0 #DIV /0! #DIV /0! #DIV /01 #DIV /0! #DIV /0! #DIV /0! 0 #DIV /0! #DIV /0! 0 #DIV /0! #DIV /0! #DIV /0! #DIV /0! #DIV /0! #DIV /01 0 Seismic Coeff = QJ37 Vertical Accel. = d <Ifrsd >rdp Location: Data: 04-411010:11:011140, 1 54 -Y. , bp Me l rUnits (Unit Type 1 Lengthy Width 1 Height 1 Weight 1xbar ybar 1 zbar '1A11240:01 i. M A 9 3 MO ° LR 1,550, = A WA 4143151N ° ' , 0 b40, . ' ;'1:b.40 MN 1:940 2D WIRTMEiti , 0 b 4',11M0 ,� �,:�6 .u.11, x��Q rigt;mo EMUS mono Rizmo. Ittmo A ` 0 - mum . , } r . rr " g 0 4 O, '�r<7 klitINO �. ittE.°..� `• N0 ,rF 0 VIM WriV'. '0 Z0 x3�.- g0 . (l.7jX1�'.R L3E0. 3E5 S'Mh BAP u i �� (xWp) (ref UBC 1632) (xWp) Notes for use: 1. Tension is positive 2. Compression is negative 3. Tension and compression for unit on supports 4. Reverse Tmax and Cmax for suspended units 5. x,y,z axis origin is at centroid of rectangular profile 6. xbar,ybar,zbar are measured from origin to c.g. 7. x is along length, y is along width, and z is vertical 8. zbar is positive above origin negative below origin 9. Fpz does not include self weight 10. ref #5, moments are normally taken about H/2 11. H may be neglected using Zbar for elevation of c.g. (for units supported on elevated stands) Calculations: Fpx 1 Fpy 1 Fpz Mx I My 1 Mx I My ITmax Cmax 1 V Fpx = Fp *sin(arctan(W /L)) Fpy = Fp *cos(arctan(W /L)) Tmax= Cmax= V= Mechanical Unit Anchorage max max Mx = Fpy *(H /2 +zbar) +(Weight + / -Fpz) My = Fpx *(H /2 +zbar) +(Weight + / -Fpz) min (Mymin /2 *W) +( Mxmin/2*L)- ((Weight - Fpz) /4) - ((Mymax/2 *W) +(Mxmax/2 *L) +((Weight +Fpz) /4)) (3 /2) *(Fp /4) min er corner r . F625.4)52.0(1(1 h197) DEPARTMENT OP CA13OR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT SPECIALTY EXP. DATE tCAAAFAIRM03 10/23/2003 - EXTECTrVEDATEI; 10/14/1993 AIR MOTION INC 5624 128TH ST E PUYALLUP WA 98373 .:, :FLi ?}:•vtl: ? ?}Y; >T.•.:•.'i •: T.v.Y.,..:Y::J.. 4 ti.:T: }'.•..4. , { : •4 }SL•.;,;F: }• {uY':' i TTl`R •' : }. [. . }.: } .... }.: �v, 4,..... .v C �......:...... ` �y,.:: L;. F ......,..,. Lt?:.:. uS:• :.s:.;..:a;.>:.T.s,.T;}}., ,:. }T. <.:.'•5::. ... ...: u.:... LLt:}::; .. }:....w......: T ..... : A:: •1 ::. }v:: ,.,p}... L.'•} } }:• }:• }:: v:TLL.Y.v:•:4 ...., 1. FF} :{• F:;,:,:;,,�: }F:• }:{• }:•:;,•• ?:..Lw•. ::. >.................::..:.....:.....:::::.:.: . r. : : v }:.:.. }, •.};: om 'v}:' : }: • ' �••+ .n, ., .. �..`5. .. } ?::t:}. L.T:, oTT;•}?;•T:•;..:: EE }::.::,...::: + } T: To-,: \ •BETE; X (Ica/1J � / � .. �) 4/ • -J �(�� I � � / . Balance Due: $ /5).0 O Need Current Contractor Registration Card: Yes 0 No Need to Enter Contractor Information in Sierra: Ek es ❑ No hod' &Aok G4'rvyl1'vd-mih - Cla/nc 0v40 110 z ~ W 6 UO u) 0 CO ILI 9 N LL WO g Q = O W Z � ZO U� Lu O O F— WW b- . z = O ~ Z FURNISH INSTALL 318tl01 dd •N OaO1OYI vmemisnimm OaoiONm �, 'a1N00 ltla3N O aOd l a31d ITEM REMARKS DMSION 1 Builders Rsk In s ur t T Controls C F roes & mp. a T mp Final Se Progress & Final Cleanup n. DMSION 2 — SIiEWORK Selective Demolition Exterior pavement & Surfacing Work Grading DMSION 3 — CONCRETE • '.CUT Concrete Slab Cutting & Patching Concrete Curbs • • • CONC. WALL PANEL FOR NEW DOOR SIZE Concrete Slab & Foundation DMSION 4 - MASONRY - Mason Work METALS 1111 I FMSIu 1111 Structural Steel Primary — So —Roo �HV AC units Misc. Metals H O - Metal Cap O■ 11_11.. ® 111 ••• ... DMSION 6 — WOOD & PLASTICS ._ Misc. ocin ki 1x4 Wo & Bac ' .® od Tnm base a d chair—rail per plan .L7. 1® DMSION 7 THERMAL & MOISTURE PROTECTION lid 111 Building Insulation e=1 Sealants: Caulk Sealer Fire Sating Foam Roof Cuttin• & Patchin• j ®1® WORK BY LANDLORD APPROVED ROOF CONTRACTOR EIFS Storefront Met& Fascia Panels & Accessory Trim DMSION 8 — DOORS & WINDOWS Doors & From. — Exit Doors w/ Hordwnre and Fxit Devices • DOORS AND HARDWARE PER PLAN EHason Door 1111 1111 •r • _Warn . .••e. ® .O LA : NEW ENTRY DOORS PER PLAN Glnsv &• Gkn;ing :1111 11 .O11 DMSION 9 — FINISHES Wall Partitions — Demising Partition' Studs • NEW PAR1n1oNS PER PLAN PATCH REPAIR EXISTING — Gypsum Drywall w /Metal Partition Framing Ceramic Floor & Wall Tile & use Acoustical' Ceilings Woad Base / Rubber Base Wood '.: • 1111 Trim Painting & Site Finishes 1111 DIVISION . 10 — SPECIALTIES FRP Paneling • 1111. . anelina Exterior Illuminated' Si•na•e Interior ��1 GC TO COORDINATE AND MAKE FINAL ELEC. CONECTIONS Signage & Graphics Maximum occupancy sign Tole Code. door • • 111 ASREO BY LOCAL COD — re•'d sT•ns Fire Extinauishers Toilet .O. AS REQ'D. BY'LOCAL COD PROVIDE AND INSTALL PER PLANS & SPECS Accessories 1 al • ii PROVIDE AND INSTALL PER PLANS & SPECS DM9aN 12— FlIRMSHINnS Displays Cash stand. 11.... PROVIDED &INSTALLED BY PIER 1 / UNDER SEPERATE PERMIT 1111 DIVISION 15.— '. MECHANICAL Packaged Roof —too Units (including curbs) Ductwork Diffusers • NEW ROOF TOP UNITS PER PLAN & 1111 Waste Line to premises • NEW SYSTEM AND DISTRIBUTION PER PLANS 1111 1111 Water Line to premises Gas Line to premises a • • Plumbing System Plumbin• Fixtures S 1111 .O. • Q� . {L syem. Main ervice. S r sy w'dhin S building • ■■■ •' •1 DESIGN .& INSTALL BY LICENSED FIRE SPRINKLER CONTRACTOR DMSION 16 — ELECTRICAL •• Electrical Service to premises Stec— ••• • down ransformer Electric., System lease space L ight Fixture Package • • NEW ELECTRICAL DISTRIBUTION PER PLANS ' NEW LIGHT FIXTURES PROVIDED BY PIER 1 / INSTALLED BY G.C. Fire Alarm S em 1 ®• NEW RELOCATION OF EQUIPMENT PER PLAN A A A A eIe eIe sie A' ORIGINAL ISSUE CS D -1 A -1 A -2 A -3 A -4 A -5 A -6 M -1 _ M-2 P - E -1 E- 2 1 1 iiii 301 COMMERCE STREET SUITE 600 FORT WORTH, TEXAS T V MBK NORTHWEST 17574 Southcenter Parkway Tukwila, WA 98188 Phone: (206) 575 -8090 REVISED ON ORIGINAL DRAWINGS INDEX OF DRAWINGS STOREFRONT ELEVATION / SECTION / EIFS SPEC. A -7 STOREFRONT SECTIONS DETAILS MECHANICAL FLOOR PLAN SCHEDULES / DETAILS PLUMBING FLOOR PLAN LIGHTING PLAN POWER FLOOR PLAN E -3 PANEL SCHEDULES / ONE -LINE RISER / NOTES SP -1 STANDARD SPECIFICATIONS SP -2 STANDARD SPECIFICATIONS SP -3 STANDARD SPECIFICATIONS 76102 MocYRd ILA, WA - 1 29 LANDLORD ARCHITECT 1: COVER SHEET DEMOLITION PLAN FLOOR PLAN / EXTERIOR ELEVATION CEILING PLAN / CEILING DETAILS & NOTES ROOM FINISH SCHEDULE / DOOR SCHEDULE / DETAILS INTERIOR DETAILS INTERIOR DETAILS eIe KENN BUTTS A.I.A. Kenneth L Butts, Architect 124 STAGECOACH ROAD BELL CANYON, CA. 91307 TEL 818 999 4272 FAX 818 999 4321 MECHANICAL /ELECTRICAL ENGINEER KULKARNI ENGINEERING COMPANY, INC. 2130 E. KALER DRIVE Phoenix, Arizona 85020 Phone: (602)678 -5993 BUILDING INFORMATION BUILDING CODE 1997 OBC CONSTRUCTION TYPE: V —n Sprinklered USE GROUP: MERCHANTILE (EXISTING — 1 CHANGE) F LEASE 11 S.F. (EXISTING NO CHANGE) _EASE AREA: ,998 S ( ) OCCUPANCY USE: USE AREA: FACTOR: LOAD: SALES AREA 9,520 S.F. 1:30 317 STOCK ROOM 1,699 S.F. 1:300 6 OFFICE /BREAK ROOM 235 S.F. 1:100 3 JANITOR /ELECTRIC EQUIP. 145 S.F. 1:300 0 TOILETS 131 S.F. 0 0 VESTIBULE /EXIT CORRIDOR 268 S.F. 0 0 OCCUPANT LOAD = EXIT ACCESS REQUIREMENTS: EXITS PROVIDED: 2 / EXITS REQUIRED: 2 326 LOCATION MAP AFF ALUM. CLOS. DBL. ELEC. ELEV. FD FFE FSE FS GC GYP. BD. H.C. HD H.M. MNFG. MAX. MIN. MTL. O.C. OPT. PLAM. PREP. PTD. REQ. S.C. S/S SIM. TEMP. TYP. WD. ABBREVIATIONS Above Finished Floor Aluminum Closet Double Electrical Elevation Floor Drain Furniture: Fixtures & Equipment Food Services Equipment Floor Sink General Contractor Gypsum Board Handicap Accessible Hub Drain Hollow Metal Manufactured Maximum Minimum Metal On Center Optional Plastic Laminate Preparation Painted Required Solid Core Stainless Steel Similar Tempered Typical Wood RESPONSIBILITY SCHEDULE Responsibilities are listed for clarification and are not intended to relieve the G.C. of responsibility to coordinate all sub — contractors, material deliveries and work, whether provided directly by the G.C. or his sub — contractor. This schedule is provided for clarity and does not necessarily contain all required scopes of work. L PRIOR TO BIDDING THIS PROJECT, THE GENERAL CONTRACTOR SHALL VISIT THE SITE TO VERIFY SITE CONDITIONS. I VIEW THESE DRAWINGS FOR COMPLIANCE W1T4 AS -BUILT Si-ELL CONDITIONS, REPORT ANY DISCREPANCIES TO PIER 1 IMPORTS :IT SHALL es 7146. SOLE RESPGNSIBILTYOF THE BIDDING CONTRACTORCS) TO VISIT THE SITE TO VERIFY INFORMATION PRIOR TO SUBMITTNG. BIDS (BY SUBMITTNG A BID THE CONTRACTOR IS INDICATING 145 HAS 01517E0 7145 PROJECT SITE TO VERIFY CONDITIONS AND ADDRE55ED /QUALIFIED CONDITIONS M HIS BID)_ 2. ALL ITEMS INDICATED IN THESE 900.58NT5 AS EXISTING 70 REMAIN' SHALL 8E SITE VERIFIED BY THE CONTRACTOR PRIOR TO SUBMITTING BIDE THE CONTRACTOR SHALL VERIFY SIZES RATINGS, WEAR AND OTHER CONDITIONS W1410H4 WILL AFFECT THE INSTALLATION OF NEW WORD RELATED TO 11-10SE ITEMS OR SYSTEMS. 3. 170 NOT SCALE DRAWINGS, VERIFY ALL DIMENSIONS PRIOR TO START OF WORK AND REPORT ANY DISCREPANCIES, TO PIER 1' IMPORTS. 4. GENERAL CONTRACTOR SHALL VERF " AVAILABILTY OF SPECIFIED ITEMS, AND INFORM PIER I IMPORTS OF ALL ITEMS WITH LEAD - TRIES' THAT MAY CAUSE A DELAY IN THE CONSTRICTION SCHEDULE_ 5. REMOVE AND PROPERLY DISPOSE OF £XI517NG CONSTRUCTION TO ALLOW NEW CONSTRUCTION. CONTRACTOR SHALL TAKE EXTREME CARE TO PROTECT RENAMING FINISHES AND SYSTEMS :' FROM DAMAGE DURING DEMOLITION AND NEW CONSTRUCTION. CONTRACTOR TO REPAIR DAMAGES' TO 'LIKE -NEW' CONDITION AT 14I5 EXPENSE. ' 6. INSTALL MATERIALS AND SYSTEMS IN PROPER r RELATION TO ADJACENT CONSTRUCTION AND WITH UNFORM APPEARANCE. 1. INSTALL ALL FINISHES AS DIRECTED BY THE MANUFACTURER FOR THIS PROJECT'S CONDITIONS. 8. GENERAL CONTRACTOR SHALL KEEP EXTERIOR/COMMON AREAS CLEAN OF ALL CONSTRUCTION DEBRIS DURING THE DURATION OF THE PROJECT. GC SHALL MAKE ARRANGEMENTS' TO MEET WITH T1.10 LANDLORD PRIOR TO THE START OF WORK TO DETERMINE THE LANDLORD'S REQUIRMENT5 FOR MAINTAINMG THE COMMON AREAS. GENERAL NOTES FILE COPY I understand that the Plan Check approvals are I ' subject to eribrs and omissions and approval of pans does net authorize the violation of any I� adopted code or ordinance Receipt of Cron tractors copy of approved plans acknowledged. L0 MECHANICAL LvU ELECTRICAL ® si �, ; , [v� / PLUMBitiG �® E -AS PIPING � � �'\SV fi r, � 00� CITY OF TUKWILA O� 0 P BUILDING DIVISION SEPARATE PERMIT REQUIRED FOR: CONTRACTOR NOTE: U 11 CONSTRUCTION DURATION SHALL. BE 90 CALENDAR DAYS MCL651VE OF ALL WORK INDICATED'l-E51a THE START DATE SHALL BE DETERMINED'. BY PIER .I IMPORTS. THE GENERAL 00041540 OR SHALL" REFLECT THIS SCHEDULE IN PREPARING' HIS 0ID. 2) CONFIT -3 LOCAL .REQUIIs,ri6NTS FOR UNION LABOR AND BID ACCORDINGLY. 'STORE NUMBER: 4 ir OWNER: ARCHITECT SEAL a• ' PROJECT COORDINATOR 1129 KENN BU1TS MA_ Kenneth L Bulls, Are19.1 24 STAGECOACH ROAD BELL CANYON. CA. 91367 TEL 1316 999 4V2 FAX SR 999 4321 34e. REG1STEf3E0j 7 1 AR ITEM" rATt# MiRautmeTq$_ 3723.. TVEST BARNES LANE PHOENLY, ARIZONA 8.052 PHONE- 602 -1442 -1264 z p I g N Hwy • / W (4 ET 1,--cA milt ®� • c.) Wm am = N imm Q i ■ ® a up MR 09 NE '-1 DATE: April 1, 2002 REVISIONS DATE DESCRIPTION RECEIVED cm of Tuxwlla APR. _1 1 21".12 PERMIT CENTER -- COVER SHEET PROJECT No: 0 2(02 / ®82, CS 1 MECHANICAL LEGEND SINGLE U ( DOUBLE ABBR DESCRIPTION o RECTANGULAR DUCT NEW) 1 ( '' --.—+ o TRANSITION � 11 P 8 o ROUND DUCT (NEW, (OR OVAL) O RD O OVAL - f__ ° RECTANGULAR DUCT (EXISTING) 8 cl- - -t) E___B o ROUND DUCT (EXISTING) 9 45 DEG. TAP: USE AT BRANCH DUCTS ONLY 1 7� �. sir' ^ o DUCT SPLIT =DAMPER: USE AT ELBOWS AND TEES: PROPORTION DUCT AREAS BY CFM'S o CURVED ELBOW -MIN. RADIUS R: 19 WIDTH '- ° 90 DE9. ELBOW WITH SINGLE RADIUS TURNING vANES ° FLEXIBLE DUCT CONNECTION 7 ° SD SD SMOKE DETECTOR f 3 r VD VOLUME DAMPER W /LOCKING QUADRANT r I I I o S DUCT TAKE -OFF W /DAMPE° El EXH ° VI RA RETURN AIR ° E REL RELIEF AIR ° 2 OSA OUTSIDE AIR o ® o NEW CONNECTION TO EXISTING 0 o TA TRANSFER AIR ° o ER EXHAUST REGISTER EXHAUST DUCT ° o AFF ABOVE FINISHED FLOOR ° 0 BFF BELOW FINISHED FLOOR ° NTS NOT TO SCALE o O 9 THERMOSTAT 416 CFM 16/8 SR 416 CFM 16/8 SR 416 CR1 t 16/8 SR 416 16/8 SR 16/16 16/8 SR 48/2 RAG CD-I 100 CFM 8' DIA CD 312 CFM 2/8 SR 16/16 16/1 312 CFM 12/8 SR 312 CFM 12/8 SR 22/16 48/48 RAG G 312 CR 12/8 312 312 C t- -11. CRM 12/8 12 /S SR 312 GN`I f 2/8 SR 312 CFM f 12 /S SR 312 - CFM U/8 SR 312 12/3 SR 312 CFM t- I2/S SR 312 GFM 12/8 SR _ C 312 FM 12/8 SR 12/14 12/8 SR 312 CFM 12/8 SR 312 CFM 12/8 SR NOTE: NOT ALL 991160LS A1 USED. GENERAL NOTES: MECHANICAL CONTRACTOR SHALL VISIT 59E PRIOR TO BID 2 COMPLETELY FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS. CONTRACTOR SHALL NOTIFY ARCHITECT 4 ENGINEER OF ANY DISCREPANCIES PROIR TO BID. MECHANICAL CONTRACTOR 15 RESPONSIBLE FOR ANY ADDITIONAL G059'5 INCURRED DUE TO LACK OF A PROPER SITE INVESTIGATION. 2 MECHANICAL CONTRACTOR SHALL INCLUDE IN HIS BID ALL ITEMS, NECESSARY TO CARRY -OUT THE INTENT OF THESE DRAWING'S 2 COMPLY WITH ALL LOCAL CODES 2 BUILDING AUTHORITIES, 74 PSI GAS METER GAS PIPING NOTES: I. LONGEST RUN 99' NTS GAS METER VERIFY EXACT LOCATION IN FIELD 200 MBH RG 24`X,.4' 100a, 8• DIA. Li EXIST. ROOF - 1 T CURB y i METAL CAP 1" RIG - ID iNSULAT!ON VANDAL PROOF SCREWS ; EXIST. ROOF INSULATED CURB CAP DETAIL NTS FLOOR PLAN MECHANICAL SCALE I /8' = M OQg2 KEY NOTES: 0 NEW 12 -1/2 TON ROOF TOP GAS HEAT A/C UNIT_ MODIFY EXISTING CURB/ROOF OPENING- TO ACCOMMODATE NEW UNIT: 0 NEW lS TON ROOF TOP GAS HEAT 9/9 UNIT. MODIFY EXISTING CURB/ROOF OPENING TO ACCOMMODATE NEW UNIT. 0 NEW "LIGHTSTAT' MULTISTAGE MODEL TIME- PO! -RRS THEROMOSTAT LOCATED PER PLAN, WITH ALL NEW WIRING IN CONDUIT. VERIFY FINAL LOCATION OF REMOTE SENSORS WITH PIER 1 IMPORT PROJECT MANAGER PRIOR TO ROUGH -IN. 0 NEW REMOTE TEMPERATURE SENSOR MO. NTED .7N COLUMN a 5' -6° AF99. INTERLOCK WITH ASSOCIATED NEW THERMOSTAT LOCATED AS SHOIUN- O PROVIDE NEW THERMOSTAT AND SENSOR CONTROL WIRING- - O 6 NEW AC UNIT ON ROOF. T CONDENSATE DRAIN W. TRAP 4 VENT - ROUTE TO MOP SINK 0 SEAL EXISTING AC CURB WITH INSULATED WEATHER PROOF CAP AND MAKE vANDALPROFF. 0 SAME A5 O6 BUT 1` 0 9 UNIT HEATER 4° FLUE THRU ROOF TO CAP SEE DETAIL. ON SHEET M -2 10 PROVIDE WALK OFF PADS. 11 G-C. TO. PROVIDE ADDITIONAL SUPPORTS FOR NEW RTU. 312 CFM 12/8 5R 312 CFM 12/5 SR 312 CFM 12/8 5R 312 Ti CFM �- F -••• 12 /8 SR 312 C'rM �.. L 1 -►. 12/2 SR 1 1 I 312 CFM t 12/5 5R 12/14 16/16 19/12 12/14 312 CFM /8 SR 312 CFM /2 SR 312 - CFM 14 SR 312 i CFM SR L FURNISH ALL LABOR MATERIALS. TOOLS EQUIPMENT, FEES, PERMITS, CERTIFICATE OF INSPECTION, ETC„ NECESSARY. OR REASONABLE, REQUIRED FOR THE COMPLETE INSTALLATION. OF ALL AIR CONDITIONING WORD THE WORK SHALL BE IN STRICT ACCORDANCE WITH ASHRAE GUIDE, AND ALL LOCAL AND STATE CODES, ORDINANCES AND REEC-ULATIONS. 2- DUCTS SHALL BE FABRICATED OF F'RIT, GALVANIZED LOCK FORMING QUALITY 5TEEL SHEETS, OR A 9-9-9 19 ACCORDANCE WITH THE FOLLOWING TABLE: DUCTS WITH LONGEST SIDE NOT MORE THAN 12' IN WIDT1426 GA DUCTS WITH LONGEST SIDE 13' TO 30' IN WIDTH24 GA DUCTS WITH LONGEST SIDE 31• TO 40' IN WIDTH _22 GA DUCTS WITH LONGEST SIDE OVER 40' 7 0 GA 3- PROVIDE RADIUS ELBOWS, TURNING VANES, AND SPLI -ER DAMPERS IN BRANCHES AND EXTRACTORS WHERE APPLICABLE. 4. DUCT SIZES 51-10WN ARE 'CLEAR INSIDE' DIMENSIONS. 5. TEST AND BALANCE SYSTEM. SUBMIT REPORT TO OUNER WITHIN 10 — DAYS OF COMPLETING TEST AND BALANCE. 6. ALL DUCTWORK TO BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH '45HRAESMACNA STANDARDS 4'WM -C >'_ 1. EXACT PLACEMENT OF DIrr -USERS AND REGISTERS TO BE COORDINATED WITH ARCHITECTURAL - REFLECTED. CEILING- PLAN 8. CONTRACTOR TO vERIFY LOCATION OF ALL AIR EQUIPMENT SO THAT NO INTERFERENCES ARE ENCOUNTERED WITH OTHER EQUIPMENT OR WITH STRUCTURAL ELEMENTS. 3 MECHANICAL CONTRACTOR TO VERIFY THAT ALL 'DUCTWORK WILL FIT WHERE INDICATED WITHOUT INTERFERENCES. 10. THERMOSTATS MUST BE LOCATED NO LESS THAN 4S' AFF, 0 4- 17.2003 CITY Of Tii9'JA 92950 9D 00 - 5 2H2 iU e STORE NUMBER: 1 129 OWNER: ARCHITECT iza STAGECOACH acre BELL CANYON, GL 9t:5u'7 TEL 813 9 -s 4272 FAX 818 995 4321 CONSULATANT Y.V. KULKARNI PE CONSULTING ENGINEERS 2730 EAST KALER DRIVE PHOENIX, ARIZONA 85020 602 678 -5993 602 678 0530 (FAX) f NIMNI DATE: APRIL 1. 2002 REVISIONS DATE PROJECT No: 16 -2002 • 7 � 7 1 , ice- { ca z an a O ceD H DESCRIPTION mn APR 1 1 -or? ER.IIT CENTER FLOOR PLAN MECHANICAL M -1 ) 0 PACKAGED GAS /ELECTRIC AIR CONDITIONING UNIT SCHEDULE MARK MANUFJ MODEL • AIR CAPACITIES MIN ARI 240 EER (1511114 COOLING / CAPACITIES NATURAL GAS MSH CI ECTPJcA DATA REMARKS 12 -1/2 TON TOTAL CFM 05 CFM ESP ILUG SLOW. HP ENT AIR AMBIENT STUN DS WS 53 DS 84 WS 65 TOTAL 146 SENS_ 121 INPUT 200 OUTPUT 162 MCA 30A VOLT/PH 480 3 PHASE I t 2 TRANS YGD150 5000 1452 15 5 9.3 55 3 YOD100 3 000 336 .l5 15 11.0 55. 53 S4 65 89 15 100 80 20A 4g0 3 PHASE 1 -1/2 TON GRILLES, REGISTER & DIFFUSER SCHEDULE MARK MANUF./ MODEL # DESCRIPTION FRAME STYLE FINISH MATERIAL DAMPER MAX' NC REMARKS CD -I ro TG A SUPPLY DIFF. NOTE I LOUV. WHITE STEEL OBD. 30 DIRECT RG-1 350RS RETURN DIFF. NOTE 1 LOUV. WHITE STEEL NO 30 e EXHAUST, FAN SCHEDULE MARK MANUF./ MODEL .# TYPE CFM E.S.P. HP VOLT 0 B.D.D. DRIVE OPE. T REMARKS q G� 6 CK CLCs 100 025 FRACT 120/1 YES DIRECT 6 SWITCH W/ LIGHTS GRILLES, REGISTERS AND DIFFUSER SIZING SCHEDULE INSTALL DIFFUSERS PER SCHEDULE BELOW. DO NOT EXCEED MAXIMUM CFM INDICATED. BASIS OF DESIGN: TITUS IOC. MAX. 25 NC. RD NECK NECK MAX SIZE SIZE CFM 9 X 9 8" DIA 225 12 X 12 12" DIA 400 15 X 15 14 " DIA 600 18 X 18 16" DIA 700 21 X 21 21 X 21 1500 24 X 24 24 X 24 2000 INSTALL RETURN GRILLES PER SCHEDULE BELOW. DO NOT EXCEED MAXIMUM CFM INDICATED. BASIS OF DESIGN: TITIJS 350RS. MAX. 25 NC. 24 x 12 MODULE NECK SIZE MAX CFM 12 x 22 1100 24 x 24 MODULE NECK SIZE MAX CFM 22 x 22 1800 UNIT HEATER SCHEDULE MARK UH HORIZONTAL DISCHARGE. GAS FIRED. 50 MESH INPUT. NON - STANDING- PILOT. SPARK IGNITION. CONDUIT MOUNTED T'STAT_ ADJUSTABLE LOUVER. DAYTON OR EQUAL VENTILATION SCHEDULE MARK RTU H2 9680 SQ. FT. X 3 = 2904 CFMOSA REQUIRED 25 TONS X 295 OSA = 2904 CFM PROVIDED RTU -3 2400 SQ. FT. X .14 = 336 CFMOSA REQUIRED 7.5 TONS X 1L2% OSA = 336 CFM PROVIDED MIN 24" ABOVE ROOF PARAPET OUTSIDE AIR INTAKE FILTER, DAMPER AND 31RDSCREEN� ADD STRUCTURAL SUPPORT !F REQUIRED VOLUME DAMPER FLEXIBLE DUCTWORK TO TO SUPPLY OUTLET MAX 8' -0" ADJUSTABLE CURB SUPPLY DUCTWORK AIRFLOW L BRANCH TAKE -OFF DETAIL 1" FROM CCMBUS?18L-S FLUE THRU ROOF Ill RTU ROOF DACE �N`PiN -IN FITTING W/ AIRSCOOP VOLUME DAMPER N'S CAP TYPE P_UE , R000NG NTS 314° CONDENSATE DRAIN WITH TRAP E VENT ASKET WOOD NAILING STRIP FLASHING ° INSULATION BOARD ANT ROOFING SMOKE DETECTOR e RT4 ONLY III TAG: "SMOKE DETECTOR ASCVE CL'G-` UT_`.ZNG NOT LESS THAN I2' LETTERING NEW NEW NOTE: PROVIDE EXHAUST FAN WITH THE FOLLOWING: 1. FACTORY SUPPLIED ROOF CAP AND EXHAUST GRILLE 2. INTERLOCK viA RELAY TO LIGHT SWITCH IN RESTROOM TO ENERGIZE WHEN LIGHTS ARE ON. NOTE: I. CON TRACTOR SHALL PROVIDE T -BAR BORDER IN ALL LAY -IN CEILINGS AND.FLANGE TYPE BORDERS FOR ALL OTHER APPLICATIONS UNLESS OTHERWISE INDICATED. 2_ CONTRACTOR SHALL PROVIDE SQUARE TO ROUND ADAPTORS AS REQUIRED FOR INSTALLATION_ NOTE: PROVIDE EXHAUST FAN WITH THE FOLLOWING: I. FACTORY SUPPLIED ROOF CAP AND EXHAUST GRILLE 2. INTERLOCK VIA RELAY TO LIGHT SWITCH IN RESTROOM TO ENERGIZE WHEN LIGHTS ARE ON. GENERAL NOTES I. T.G.C. MAY SUBSTITUTE'S SPIRAL DUCT OF EQUIVALENT CAPACITY, IN LIEU OF RECTANGULAR DUCT 5055. 2. INSULATE DUCTWORK IN NON - CONDITIONED CONCEALED SPACES WITH 2° THICK 3/4 L5 WITH FOIL FACING 2 VAPOR SEAL 00764 FASTAPE n 0805. 3. SEAL ALL 514EET METAL DUCT JOINTS 4 SEAMS WITH IRON GRIP • 601 AND GLASS MESH FS -I50 4. DUCTWORK DIMENSIONS SHOWN ARE INSIDE CLEAR AIR FLOW DIMENSIONS. MOUNT DUCTWORK AT I3' -0" MIN. A.F.F. e RECEIVING MOUNT 00T. OF DUCT WORK 0 sMOIE DETECTOR NOTE - SMOKE DETECTOR MOUNTED IN SUPPLY DUCT. AUTOMATIC. SHUT - OFF SHALL BE 4000! IP LISPED BY INTERRUPTING POUTER. SOURCE OF, HEAT PJMP UPON DETECTION OF SMOKE IN THE MAIN SUPPLY AIR DUCT. SMOKE' DETECTOR SHALL 56 LABELED BY AN APPROVED AGENCY FOR AIR DUCT INSTALLATION AND SAHLL. INSTALLED IN ACCORDANCE WITH THE MFGR'S INSTALLATION INSTRUCTIONS. 8005 DEVICES SHALL BE COMPATIBLE WITH THE '.OPERATING VELOCITIES, PRESSURES, i 5MPERATURES AND HUMIDITIES. OF 1148 SYSTEM. WHERE FIRE DETECTION OR ALARM SYSTEMS AREA PROVIDED FOR THE BUILDING. THE 51 DETECTOR SHALL BE SUPERVISED BY SUCH SYSTEM. DETECTOR SHALL BE I20v/Iph DETECTOR SHALL 58 PROVIDED AND INSTALLED BY MECHANICAL INTERLOCK 50 MECHANICAL, LINE VOLTAGE BY ELECTRICAL. (TYPICAL FOR ALL UNITS,. TIT} U 711E o1 • App TT E /STORE NUMBER: 1 129 ARCHITECT L1/ CO NSULA TA NT Y.V. KULKARNI' PE CONSULTING ENGINEERS 2130 EAST KALER DRIVE PHOENIX, ARIZONA 85020 602. 678-5993 602'678 0530 (FAX) gawk Z v W MI= fa4 MEI M ®' Cn glum ® , Pi ft 1g Imo .® DATE: APRIL 1, 2002 REVISIONS DATE PROJECT No: `16 -2002 WM BUTTS A.1.14. Kenneth L Buffs. O 124 4lAGECOACN OCN BELL CANYON. CA. 91307 TEL 818 939 4272 FAX 818 999 4321 4-17.2003 DESCRIPTION t c H o � o H r 1 CITY OF TUMMI�I APR 1 11 2nn2 NOTES - DETAILS SCHEDULES M -2 ( STORE NUMBER: 11 OWNER: � `� G � S , }P � Q 0 0 A S I I fr ( P < ‘, : N ' p'• 4' 4C)-6 FQ ,e� ARCHITECT / —� KENN' BUTTS A.I.A. Kemefh L Mts. ArthBed 124 STAGECOACH 9040 BELL CANYON, CA. 91307 TEL 818 999 4272 FAX 818 399 x.321 SEAL • t• I wan OUON04 CONSULTANT ComultingEngheem Fbrasn4'W -3 07204 523'W-3251 II "si E DATE: May 9, 2002 REVISIONS A CITY COMMENTS DATE DESCRIPTION GENERAL STRUCTURAL NOTES PROJECT No: 2 -O.1 1' DRAWING INDEX S0.1 GENERAL STRUCTURAL NOTES AND DRAWING INDEX S2.1 ROOF FRAMING PLAN S3.1 FRAMING DETAILS GENERAL STRUCTURAL NOTES STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE INTENDED TO BE USED WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM THESE DRAWINGS INTO THEIR SHOP DRAWINGS AND WORK. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS, REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. COPE REQUIREMENTS' CONFORM TO THE UNIFORM BUILDING CODE, 1997 EDITION, AS AMENDED BY THE STATE OF WASHINGTON. EXISTING CONDITIONS' ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE FIELD VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY SIGNIFICANT' DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS. DESIGN CRITERIA' DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE 1998 OSSC. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND ALLOWABLES WERE USED. FOR DESIGN, WITH LIVE LOADS REDUCED PER 1997 UBC: ROOF 25 PSF L.L. (SNOW) WIND 80 MPH - EXPOSURE B DESIGN AND DETAILING WAS BASED ON CRITERIA FOR SEISMIC ZONE 3. SUBMITTAISISHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING' GLUE - LAMINATED MEMBERS IF THE SHOP DRAWINGS DIFFER FROM,, OR ADD' TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY, SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTEREII IN THE STATE OF WASHINGTON. ANY CHANGES TO THE STRUCTURAL DRAWINGS 'SHALL BE SUBMITTED ,TO THE ARCHITECT AND ARE SUBJECT TO REVIEW AND ACCEPTANCE OF THE ENGINEER THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT, MACHINERY,' AND ASSOCIATED PIPING WITH THE STRUCTURE. ANY CONNECTIONS TO STRUCTURE NOT CONFORMING TO SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION'(SMACNA), OR SPECIFICALLY DETAILEII ON THE MECHANICAL ENGINEER'S DRAWINGS; SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF WASHINGTON, AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION.' FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM, OR ADD TO THE STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO CONSTRUCTION. SAWN I1114BFR' SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES, LUMBER SHALL BE THE SPECIES AND GRADE NOTED BELOW' USE DIM. LUMBER 2' TO 4' THICK SPECIES /GRADE DOUGLAS FIR -LARCH NO. 2 Fb (PSI) (BASE VALUE) 875 ALL LUMBER IN CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURE TREATED UNLESS AN APPROVED MOISTURE BARRIER IS PROVIDED. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE (OR APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. ALL NAIL HOLES SHALL BE FILLED WITH STRUCTURAL FASTENERS UNLESS NOTED OTHERWISE ON THE DRAWINGS AND FASTENERS SHALL BE IN3 FOLLOWING ALL MANUFACTURERS REQUIREMENTS. IF A SUBSTITUTION IS MADE, A DOCUMENT SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL OUTLINING THE FRAMING ACCESSORIES BEING REPLACED AND THE SUBSTITUTED FRAMING ACCESSORIES. ALLOWABLE LOADS FOR THE SIMPSON ACCESSORIES, SHALL BE TABULATED ALONG WITH ALLOWABLE LOADS FOR THE SUBSTITUTED ACCESSORIES,' WHICH CLEARLY INDICATE THE SUBSTITUTED ACCESSORIES HAVING AN EQUAL OR GREATER CAPACITY. HANGERS NOT SHOWN SHALL BE SIMPSON U -TYPE OR B -TYPE OF SIZE RECOMMENDED FOR MEMBER. ALL FRAMING NAILS SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE DRAWINGS AND CONFORM TO ASTM F 1667, 'STANDARD SPECIFICATION OF DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES'. NAILS SHALL BE IDENTIFIED BY LABELS (ATTACHED TO THEIR CONTAINERS) THAT SHOW THE MANUFACTURERS NAME AND NES REPORT NUMBER, NAIL SHANK DIAMETER, AND LENGTH. NAILING NOT SHOWN SHALL BE AS INDICATED ON 1998 OSSC TABLE 23- 11 -B -1. THE FOLLOWING NAIL SIZES SHALL BE USED: NAIL TYPE 10d SHANK DIAMETER (IN) 0.148 MINIMUM PENETRATION INTO FRAMING MEMBER (IN) 1.625 BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI /ASME STANDARD B18.21 -1981. ALL BOLTS AND LAG SCREWS SHALL BE INSTALLED WITH STANDARD CUT WASHERS. ALL A307 BOLTS SHALL HAVE CUT THREADS. CUTTING AND NOTCHING OF JOISTS AND STUDS SHALL CONFORM TO 1998 OSSC 2320.8.3, 2320.9 AND 2320.10 SALVAGED LUMBER SHALL BE GRADED PRIOR TO USE BY AN APPROVED GRADING AGENCY AND SHALL MEET THE MINIMUM BENDING STRESSES SHOWN ABOVE. WOOD STRUCTURAL PANELS' WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS OF "US. PRODUCT STANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD', PRODUCT STANDARD PS 2 PERFORMANCE STANDARD FOR WOOD -BASED STRUCTURAL -USE PANELS, OR APA PRP -108 PERFORMANCE' STANDARDS. UNLESS NOTED, PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. WOOD STRUCTURAL PANEL INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8' SPACING AT PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER. ALL ROOF SHEATHING AND SUB - FLOORING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON 'THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED, TONGUE - AND - GROOVE, OR HAVE EDGES SUPPORTED BY PLYCLIPS. WHEN ROOF SHEATHING IS NAILED DIRECTLY TO BLOCKING, THE BLOCKING SHALL BE NAILED TO SUPPORT MEMBERS WITH A MINIMUM OF 16'D NAILS AT 4' o.c. SUB- FLOORING SHEATHING SHALL BE UNBLOCKED, EXCEPT AS INDICATED ON DRAWINGS, SUB -FLOOR PANELS SHALL BE FIELD GLUED TO THE FRAMING USING ADHESIVES MEETING APA SPECIFICATIONS AFG-01 OR ASTM D3498. TONGUE AND GROOVE PANELS SHALL ALSO BE GLUED AT THE T &G JOINT. SHEAR WALL SHEATHING SHALL BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY AND BE BLOCKED WITH 2x FRAMING AT ALL PANEL EDGES. NAILING NOT SHOWN SHALL BE AS INDICATED' ON 1998 OSSC TABLE 23- 11 -B -1. ALL NAILS SHALL BE COMMON NAILS; EXCEPT USE RING SHANK FOR ROOF SHEATHING. GLUED LAMINATED MEMBERSIGLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ANSI STANDARD A190.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER, OR OTHER CODE- APPROVED DESIGN, MANUFACTURING AND /OR QUALITY ASSURANCE PROCEDURES EACH MEMBER SHALL BEAR AN AITC OR APA -EWS IDENTIFICATION MARK OR BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OF FIELD. BEAMS SHALL BE WESTERN SPECIES INDUSTRIAL 'CHIDDEN), OR ARCHITECTURAL ( EXPOSED) APPEARANCE CLASSIFICATION, AND OF THE STRENGTH INDICATED BELOW: COMBINATION, SYMBOL (SPECIES) 24F-V4 (DF/DF) USE SIMPLE FLEXURAL', STRESS, Fb ( PSI' 2,400 MODULUS 'OF ELASTICITY (PSI: 1,800.100 HORIZONTAL' SHEAR STRESS, Fv' (PSI) 240 GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON GLT DR AS APPROVED -BY OFF. ADHESIVE SHALL BE WET -USE EXTERIOR WATERPROOF GLUE. 1V‘C) CITY OF TVEU u�(wn,,; M PERMIT CENTS{:, INCOMP TE CITY OF TzKWILA TR# A'PPD'eID ';�j -5 M1` J 1i :Y roa-o el' STORE NUMBER: 129 OWNER: • G O by 4S X1 p'• k. 4� L c .z. Q ARCHITECT / _ KENN BUTTS A.I.A. Kainafh L 88113, ArcFHed 124 STAGECOACH ROAD BELL CANYON. CA. AD FA8 TEL HLB 999 1272 FA% B;& 399 1341 -r_ n ' m x lit (E) 5I4,x22 GLB SEAL ' P n' 4 i tiVi ' I DPFES WOW I CONSULTANT 0 Engineers Consuithg Pa Nand psuan 97194 NSW 5111 Avenue ells 2300 'J _J2 — YF Ark 171xt> II 31 (E) 5' GLS cv x 1m (N) RTU-- 61 W= 1700Ibs0 ZL_ (N) 4x6,..... (4) PLC'S (E) 5' 'z's GLS DATE: May 9, 2002 REVISIONS & CITY COMMENTS DATE DESCRIPTION wane -r- � N rrr �J1 cc x r TYP. 1 0 ut I SIM. TYP. Q1 9 2 t x INFILL (E) OPENING S iTi (E) 5'/4x30 G -LB Ln TYP. 0 Mr (E) 5%4x22%2 GLB Mir (E) 5VSx30 GLB ROOF FRAMING PLAN PROJECT No: 2 1 87 (S - 2. 1, NOTES: I. (E) INDICATES EXISTING. 2. INDICATES EXISTING STRUCTURE. 3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS PRIOR TO FABRICATION AND ERECTION AND NOTIFY ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES FROM THAT SI- IOWN'ON THE DRAWINGS. 4. CONTRACTOR TO SI -{ORE ALL EXISTING FRAMING AS REQUIRED FOR DEMOLITION AND REFRAMING WORK. 5. ALL EXPOSED FRAMING LUMBER SHALL BE INSPECTED FOR CRACKS AND DAMAGE BY THE CONTRACTOR AND FINDINGS REPORTED TO THE ARCHITECT. 6. (N) RTU DENOTES NEW ROOF TOP UNIT. CD ROOF FRAMING PLAN 1/8 " =1' —O" (E) 2x4 SUSPLIRLNIS s 24" o.c. TYP. ALL LOCATIONS MO2 ALL ROOFING REPLACEMENT TO 13E PERFORMED BY 8 ONTRACTOR. OMNILA 0 cUUt PERMIT CENTER 5155 OF TUKWI APPRI)YEO JUN - 5 2CD2 T n ) ) -r_ n ' m x lit (E) 5I4,x22 GLB 111 5' 5 x (E) S /4x30 GLB 'J _J2 — YF Ark 171xt> (E) 5' GLS cv x 1m (N) RTU-- 61 W= 1700Ibs0 ZL_ (N) 4x6,..... (4) PLC'S (E) 5' 'z's GLS , T 1 ' x �m E^ i TYP. NFILL (E) OPENING (E) 5 GLE3 wane -r- � N rrr �J1 cc x r TYP. 1 0 ut I SIM. TYP. Q1 9 2 t x INFILL (E) OPENING S iTi (E) 5'/4x30 G -LB Ln TYP. 0 Mr (E) 5%4x22%2 GLB Mir (E) 5VSx30 GLB FN)4xla J z .m en J I __ -I 4x6 0 z 4 0 m z en efl S IM. (E) 4x14 ' S -0" o.c. (N) RTU W = 10401b5 (E) 4x14 9 V-(7):' cc. r SIM. , - .. (N) 2x4 57 12" o.c. (E) 4x14 S' - 0" o.c. N)4x6 TYP. ALL SAYS TYP. z L CS YP. ALL SAYS 'F TYP. TYP. ALL SAYS (E) S x22''2 G_S (E) 5l '/4x30 GLS t (E) Siiax30 GLS NOTES: I. (E) INDICATES EXISTING. 2. INDICATES EXISTING STRUCTURE. 3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS PRIOR TO FABRICATION AND ERECTION AND NOTIFY ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES FROM THAT SI- IOWN'ON THE DRAWINGS. 4. CONTRACTOR TO SI -{ORE ALL EXISTING FRAMING AS REQUIRED FOR DEMOLITION AND REFRAMING WORK. 5. ALL EXPOSED FRAMING LUMBER SHALL BE INSPECTED FOR CRACKS AND DAMAGE BY THE CONTRACTOR AND FINDINGS REPORTED TO THE ARCHITECT. 6. (N) RTU DENOTES NEW ROOF TOP UNIT. CD ROOF FRAMING PLAN 1/8 " =1' —O" (E) 2x4 SUSPLIRLNIS s 24" o.c. TYP. ALL LOCATIONS MO2 ALL ROOFING REPLACEMENT TO 13E PERFORMED BY 8 ONTRACTOR. OMNILA 0 cUUt PERMIT CENTER 5155 OF TUKWI APPRI)YEO JUN - 5 2CD2 STORE NUMBER: 1 129 OWNER: 416 ` 4.- 1 \ & ��ry,# Q ARCHITECT KENN I UTT MA. Kenn. 1321 SEAL 4g tr 11 I I CONSULTANT cons iti g Erineera 12 AV . Avenue &ft 25C0 .na Oregon 47204 509- 4274257 II �j F W DATE: May 9, 2002 REVISIONS 0 CITY COMMENTS DATE DESCRIPTION FRAMING DETAILS Di PROJECT No: ` 2187 ? -p S -3e 1, (N) 5 4," PLYWOOD W/ 10d NAILS 6" o.c. AT PANEL EDGES AND 12" o.c. IN THE FIELD [(N) PLYWOOD DOES NOT EXTEND TO BEAM AT 51M.] (N) 2x4 W/ SIMPSON LU24 HANGERS REMOVE (E) SHEATHING TO (t OF FRAMING. PROVIDE (N) 106 NAILS AT 6" o.c. (E) ROOF SHEATHING (E) SUBPURL INS (E) FRAMING (N) SIMPSON HU326/10 (N) GL BEAM REF. PLAN O (N) INFILL AT (E) OPENING O (N) GL BEAM CONN. 1-=1'-0" S2.1 1 " =1' -0" S2.1 (N) 4x REF. PLAN (N) SIMPSON LUS46 (N) CONNECTION 1" =1' -0" (N) 'MECH. UNIT (E) ROOF SHEATHING (E) GL BEAM ((N) GL At SIM) s2.1 MO2: 08a (E) SUBPURL INS SHORE AND CUT AS REQ'D TO INSTALL NEW SEAM AND CONNECTORS, TIP. (E) ROOF SHEATHING (N) FRAMING REF. 'F'LAN (N) GL BEAM AT (E) SUBPUURLINS 1" =1 -0" S2.1 PQF SVVED JUN 1U.` - 5 25132. (E) ROOF SHEATHING (E) GL BEAM (N) SIMPSON LU24, TYP. MECH. UNIT (N) GL BEAM REF. PLAN PROVIDE (6) " 12 SELF DRILLING SCREWS AT CORNERS * 10 € 16" o.c. ALONG REMAINING EDGES MECH. UNIT CURB PER MECH. SPECS PROVIDE (4) " 12x3" SCREWS AT CORNERS (INTO PURLIN OR BEAM). * 10 9 16" o.c. ALONG CURB REGENED Y OF TUKWILF i`Y > 0 ZO02 PERMIT CENTER (E) 2x SUBPURLIN (N) SIMPSON LU24 AT (N) GL BEAM (NOT AT SIM.) (N) GL BELam REF. PLAN (CE) GL AT SIM_) O CONN. AT (N) ROOF TOP UNIT 1" =1' -0" S2.1