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HomeMy WebLinkAboutPermit M07-233 - WELLS FARGOWELLS FARGO 6847 S 180 ST M07 -233 Parcel No.: 3623049079 Address: Suite No: Tenant: Name: Address: Owner: Name: Address: 6847 S 180 ST TUKW Contact Person: Name: JEFFRE SECHIER Address: 6802 S 220 ST , KENT WA Value of Mechanical: $6,200.00 Type of Fire Protection: City-of Tukwila Contractor: Name: COMFORT MECHANICAL INC Address: 6617 S 193 PL, #P -105 , KENT, WA Contractor License No: COMFOM1015LA WELLS FARGO 6847 S 180 ST , TUKWILA WA FIRST INTER BNK- KIRKLAND WELLS FARGO BANK - 92685 , PO BOX 63931 Furnace: <100K BTU 0 >100K BTU 0 Floor Furnace 0 Suspended/Wail/Floor Mounted Heater 0 Appliance Vent 0 Repair or Addition to Heat/Refrig /Cooling System.... 0 Air Handling Unit <10,000 CFM 0 >10,000 CFM 0 Evaporator Cooler 0 Ventilation Fan connected to single duct 0 Ventilation System 0 Hood and Duct 0 Incinerator: Domestic 0 Commercial/Industrial 0 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http.• / /www.ci.tukwila.wa.us MECHANICAL PERMIT Permit Number: Issue Date: Permit Expires On: DESCRIPTION OF WORK: REPLACE EXISTING 17 YEAR OLD 3 -TON ROOFTOP A/C UNIT WITH NEW 3 -TON ROOF TOP A/C UNIT. EOUIPMENT TYPE AND QUANTITY * *continued on next page ** Phone: Phone: 206 963 -3862 Phone: 425 - 251 -9840 Expiration Date: 06/01/2008 M07 -233 11/26/2007 05/24/2008 Fees Collected: $235.00 International Mechanical Code Edition: 2006 Boiler Compressor: 0-3 HP /100,000 BTU 0 3 -15 HP /500,000 BTU 0 15-30 HP /1,000,000 BTU.. 0 30-50 HP /1,750,000 BTU.. 0 50+ HP /1,750,000 BTU 0 Fire Damper 0 Diffuser 0 Thermostat 0 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment 1 doc: IMC-1 O/06 M07 -233 Printed: 11 -26 -2007 Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie The granting of construction or Signature: Print Name: doc: IMC-10 /06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: M07 -233 Issue Date: 11/26/2007 Permit Expires On: 05/24/2008 Date: 1112.Q ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. t does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating ce of work. I am authorized to sign and obtain this mechanical permit. Date: 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 suspende( or abandoned for a period of 180 days from the last inspection. M07 -233 Printed: 11 -26 -2007 Parcel No.: 3623049079 Address: 6847 S 180 ST TUKW Suite No: Tenant: WELLS FARGO 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: M07 - 233 Status: ISSUED Applied Date: 11/01/2007 Issue Date: 11/26/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 11: VALIDITY OF PERMIT: The issuance or granting of a permit 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 ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. * *continued on next page ** doc: Cond -10/06 M07 -233 Printed: 11 -26 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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 s permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or perSornan of work. Signature: Print Name: Date: l doc: Cond -10/06 M07 -233 Printed: 11 - 26 - 2007 Name: Mailing Address: 4 E -Mail Address: Company Name: Mailing Address: Company Name: Mailing Address: Company Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www. ci. tukwila. wa. us Building Permit No. Mechanical Permit No. k / Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: GA 47 S3, 180,. Tenant Name: (AL Property Owners Name: Mailing Address: titit■s 4:uomok Ropoes GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Contact Person: E -Mail Address: Contractor Registration Number: Contact Person: / /J E -Mail Address: 11 r j Contact Person: E -Mail Address: Q:Uppleations Worms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9-2006 bh l King Co Assessor's Tax No.: o (4q 039 Suite Number. City ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record New Tenant: Floor: ❑ Yes .No State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: 019(p3—‘s8eAQ p 98 03 City / State Zip Fax Number: 4 S/ — 9 pq City State Zip Day Telephone: Fax Number: Expiration Date: City State Zip Day Telephone: Fax Number: City State Zip Day Telephone: Fax Number: Page 1 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling Systems Incinerator - Domestic Other Mechanical Equipment ` 34), Wc. Air Handling Unit <10,000 CFM Incinerator — Comm/Ind MECHANICAL PERMIT INFORMATION — 206- 431 -3670 MECHANICAL COWRA�C,�'OR IN �A N I e..al Company Name: Mailing Address: Vsoa S, c 'r�'C L Si. Contact Person: Z Q.. � �� E -Mail Address: , � C �.. C ■ Contractor Registration Number: ���W' I t> �.I4 Valuation of Mechanical work (contractor's bid price): $ (Q 1 Scope f Work (please provide detailed information) Q1. e�c'ls i C4 y �l,. ou 3 - • a IL Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... Fuel Type: Electric V,L Gas .... Other: Indicate type of mechanical work being installed and the quantity below: Q: Applications\Fomts- Applications On Line34006 - Permit Application.doc Revised: 9 -2006 bh City atc, U4 9663a (( State ++�� Zip Day Telephone: 3' (Do. Fax Number: s /ter- 98 Expiration Date: 0(p /o / oZlR3� alc. Page 4 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application 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. 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 0 Signature: Print Name: Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). Date Application Accepted: Mailing Address: IO %t.a e )XL SI Il lol[91- Q:\ApplcationsWomm- Applications On Line\3 -2006 - Permit Applieation.doe Revised 9 -2006 bit Date Application Expires: Date: 10 130 167 Day Telephone: a¢ �tz -JY3L IG � 0/4 99.a3zTh- City State Zip (51 of 1 o� Staff Initials: Page 6 of 6 Receipt No.: R07 -02385 Initials: JEM User ID: 1165 City of Tukwila Parcel No.: 3623049079 Permit Number: M07 -233 Address: 6847 S 180 ST TUKW Status: PENDING Suite No: Applied Date: 11/01/2007 Applicant: WELLS FARGO Issue Date: Payee: COMFORT MECHANICAL, INC. Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.citukwilawa.us RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Check 11778 235.00 ACCOUNT ITEM LIST: Description MECHANICAL - NONRES PLAN CHECK - NONRES Account Code Current Pmts 000/322.100 194.00 000/345.830 41.00 Total: $235.00 __'i Payment Amount: $235.00 Payment Date: 11/01/2007 10:16 AM Balance: $0.00 doc: Receipt-06 Printed: 11 -01 -2007 Proj t: � . k l /L5 /,c1 o Type of I ection: iv \ Address.; - Date Called: Special Instructions: (9&97 s 40,1-7 660,.5-1- Date Wanted: /2_ /72 /o-7 _ Requester: - a Pho N L &°: 3 - 78 (9 z._ INSPE ON NO. INSPECTION RECORD Retain a copy with permit 4' PERMIT NO. CITY s F TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 IS A.pproved per applicable codes. El Corrections required prior to approval. COMMENTS: "--)41 MA,e/ nspector Date: -r'``7 / I / Ver? .00 REINSPECTION FEE EQUI . Prior to inspection, fee must be aid at 6300 Southcenter Blv ., S to 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: i Type nspection: Addrel:, /? S / s � Date Called: Special Instructions: Wante Date Wante : / Z � �- Requeste . Phone .6- ''63 — 3562 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 M Approved per applicable codes. 0 Corrections required prior to approval. F COMMENTS: ector: 1A is Datg /z /h REINSPECTION FEE R�QUIRED. P/ior to inspection. fee must be at 6300 Southcenter Blv .. Suite 1000. Call the schedule reinspection. Recei'•t No.: (Date: Project: , e �� fi � D Type of Inspection: criid .eC ._5 1 LiV Ad res Date Called: Special Instructions: Date Wanted: / 2 2 -767 :,i� Requester: Phone No • 2 oG --ce3- ?c.54 z M 67 INSPE ' N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 COMMENTS: P. Date: I Recei • t No.: Date: Z REINSPECTION FEE ' EQUIRED. Pr' • r to inspection, fee must be at 6300 Southcenter Blvd., Suite 100 - ll the schedule reinspection. Approved per applicable codes. Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit Project: 4/' //S v Type of Insp ctipn: i 2 P Pis �a1•.; ,k) Ad�Jre:/ r.- Date Called: .5 l Special Instructions: Date Wand: /� . ? a /2 /' Z �_ / fi r'' "' Requester: P 26G- 563 3862 INSPECTION NO. INSPECTION RECORD Retain a copy with permit )nl7- -233 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: N/A Date: 7I A && - // $ . 10 REINSPECTION FEE RUIRED. Prio o inspection, fee must be /"d at 6300 Southcenter Blvd.. Suite 100. lithe schedule reinspection. 'Receipt No.: 'Date: Project: IJ 4 f/S /�{F2_ v Type of Inspection: f� 1 c__ Address: 6 8u ' BO -- Suite #: Contact Person: k.s MC G:u s Special Instructions: Phone No.: a-o6- 7tr, 3- $ s s' Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT mom- ?3" PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 - Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: tfueNc._ j Er cry—, v„ Inspector: Jz1 -/y Date: /„2/270 7 Hrs.: the City of Tukwila Finance Department. Call to schedule a reinspection. I Word /Inspection Record Form.Doc 1/13/06 $80.00 REINSPECTION FEE REQUIRED., You will receive an invoice from T.F.D. Form F.P. 113 4: ' 5 Todd B?vt} "a F Ac j l oe Ll 0 2DO A4apt?u inc. S Glacier St L Orflli a 5.18 St ` s 180th 1a v 203 m I spa ft Map D 2CO7 N*VTEQ. or Tetefiga REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 1 0 Cvls4a.61 nolv. SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical CYElectrical � ( l.lGas Piping City of Tukwila BUILDING DIVISION Pav-VoN\ FILE COPY Plan review approval Approval Is subject t onoraaId A> oft8. construction docurtisabousnotseltorize the _ II,!' of : .. cods or admin. R000lpf p , and is iit Date: ) 11 —D City of Tukwila !WILDING 011/ISION a)Zs1el1 Cry lig CA Z.4` 4/C. 0-it&k tekr411t4014.40 s 1401. So cx.,.a. (n) 4443r LEA GA,b okQ. cy) 004;- (r)%9‘90 pbc sLoL9A. lQV 19 REVISIONS SCALE DRAWN CHECKED, co co rt- DATE, IO-��n Job Information COMFORT MECHANICAL -- SPERRY BUILDING Tag Model number Unit Information Quantity Unit Efficiency Voltage Refrigeration Systems Option Max. unit operating weight 603.0 lb Cooling Information Tonnage Cooling EWB Cooling LDB Gross total capacity Gross latent capacity Net sensible capacity Evap coil leaving air temp (DB) Evaporator face area 6.68 sq ft Motor/Electrical Information Voltage Max available ESP Direct drive speed Indoor rpm Outdoor motor power System power SEER/EER @ ARI MCA MCA (230 w /elec heat) Compressor 1 RLA Condenser fan FLA Electric haat FLA .Heating Information Heating Capacity Electrical values provided are estimated only IV I VI I 1\LL, 1 y VVV1111y I W%JILVFJ T_C-1 THCO33 1 High efficiency 460/60/3 Standard refrigeration system 033 - 3 ton 13 SEER 67.00 F 59.26 F 38.03 MBh 9.16 MBh 27.71 MBh 57.12 F 460/60/3 797 rpm 0.21 kW 3.25 kW 13.0 EER 8.30 A 0.00 A 5.30 A 0.60 A Without electric heat Unit Function Airflow Design airflow Airflow application Min. unit operating weight Cooling EDB Ambient temperature Cooling LWB Gross sensible capacity Net total capacity Net sensible heat ratio Evap coil leaving air temp Indoor mtr operating power Indoor motor power Compressor power Operating EER IPLV @ ARI MOP MOP (230 w /elen MAO C:mmnrmssnr 2 RLA Evaporator fan FLA MB) Evaporator face velocity 180 ft/min 0.36 bhp 0.34 kW 2.70 kW 0.0 IPLV 15.00 A 0.00 A 0.00 A 2.50 A DX cooling Convertible configuration 1200 cfm Downflow 409 4) lb 0.0 57.35 F 28.87 MBh 36.87 MBh 0.75 Number 56.52 F Design ESP 0.50 in H2O Supply Fan/Drive Type/Motor Standard Drive Motor and are subject to change without notice and may differ from nameplate values. LtU Field installed low or high static drive kits may be needed. Please check the fan performance tables in the product catalog for application ranges. 10/29/2907 Product Versinn 2002.09.04.1 RECEIVED CITY OF TUKWILA NOV 01 2007 PERMIT CENTER 23� I EXPIRES: 2 -23 -09 ARMOUR UNSDERFER ENGINEERING, INC 13456 SE 27th PI., Suite. 200 Bellevue, WA 98005 (425) 614 -0949 Fax (425) 614 -0950 STRUCTURAL CALCULATIONS FOR: Wells Fargo Bank - Sperry Mechanical Unit 6847 S. 180th St, Tukwilla, WA 98188 Client: Comfort Mechanical 6802 S. 220th St. Kent, WA 98032 By Bill Armour PE, SE 1 AUE No. 7422 Date: 10/3112007 AU; Wells Fargo Bank - Sperry Mechanical Unit 6847 S. 180th St, Tukwilla, WA 98188 TOPIC PAGES Index 1 Load Criteria LD -1 Seismic Loads S1 - S2 Wind Loads W1 - W2 Mechanical Unit Support/Anchorage ME1 - ME3 Framing Analysis /Design B1 - B4 Sketches SSK1 Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614-0949 Project: Wells Fargo Bank - Sperry Mechanical Unit Pg. No: I -1 dress: 6847 S. 180th St, Tukwilla, WA 98188 Date: 10/31/07 tient: Comfort Mechanical Job No.: 7422 . Gravity Loading [Roof Dead Load: Roofing Plywood Insulation Wood Framing Ceiling Misc / Mech (Tot 12 PSF (Live Load 25 PSF Snow Load vi Seismic Criteria: Short-period Spectral Response, S, = 1.43 One - second Spectral Response, S 0.489 Cat I, II, Ill, or IV (Table 1 -1 ASCE 7 -05) II Site Class, (Sec 11.4.2, ASCE 7 -05) = D Fa = 1 Fv = 1.511 There ais 1 new roof top mechanical unit replacing an existing unit RTU 6 650 lbs 5' -9" x 3' -8" x 4' -10" tall equiv. uniform load = Unit bear on an existing 14" curb with 14" adapter on plywood over 2x4@ 24" o/c and 4x8 purlins 8' o/c with a 9' span and purlins bear on 7x21 GLB © 9' o/c spanning 32' Wells Fargo Bank - Sperry Mechanical Unit 2.2 PSF 2.2 PSF 1 PSF 2.9 PSF 2.8 PSF 0.9 PSF Roof Live Load Types Snow Load Live Load Rain Load 1 31 psf Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 Project: Wells Fargo Bank - Sperry Mechanical Unit Address: 6847 S. 180th St, Tukwilla, WA 98188 Client: Comfort Mechanical Pg. No: LD1 Date: 10/31/07 Job No.: 7422 Seismic Load Calculation for Components and System (Reference: ASCE 7 -05, Chapter 13.3 & 13.6, ICC Seismic Design Parameters 3.10) 0.2s Spectral Response Acceleration, Site Class B, S, 1.0s Spectral Response Acceleration, Site Class B, S Site Class Seismic Use Group = Site Coefficient per S, & Site Class, F Site Coefficient per Si & Site Class, F„ S = F,S, SM1 = F S ps = 2/3 S Ms Sp = 2/3 SM1 Seismic Design Category per SBS (Per ASCE 7.9.6.1.3) Component amplification factor, ap Component Importance factor, Ip Component operating weight, W. Component response modification factor, R. Height in structure at point of attachment of component, z Average roof height of structure, h A Seismic Design Force, F. Standard - Occupancy Buildings Max. seismic design force, F. Min. seismic design force, Fp Seismic Design Force, Fp Min. seismic design force, F Max. seismic design force, Fpmax Seismic Design Force, F. 1.429 0.489 = D II 1.00 1.51 1.43 0.74 0.953 0.493 = D 2.5 1 = W. 6 20 20 0.4a R 1.6S 0.3Sp (ASCE 7 -05 11.4.1) (ASCE 7 -05 11.4.1) (ASCE 7-05 11.4.2) (ASCE 7 -05 11.4.3, Table 11.4 -1) (ASCE 7 -05 11.4.3, Table 11.4 -2) (ASCE 7 -05 11.4.3) (ASCE 7 -05 11.4.3) (ASCE 7-05 11.4.4) (ASCE 7 -05 11.4.4) (ASCE 7 -05, Table 13.6 -1) (ASCE 7 -05, Section 13.1.3) (lb) (ASCE 7 -05, Table 13.6 -1) (ft) (ft) (z/h need not exceed 1.0) (1 +2z/h) 0.48 Wp (Ultimate) 0.29 W. 1.52 W. 0.34 W. (ASD) (No one third stress increase allowed) Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 (Eq. 13.3 -1) (Eq. 13.3 -2) (Eq. 13.3 -3) Project: A ddress: Client: Wells Fargo Bank - Sperry Mechanical Unit 6847 S. 180th St, Tukwilla, WA 98188 Comfort Mechanical Pg. No: Date: Job No.: S -1 10/31/07 7422 AWE 7422 WFB Sperry Seismic Soil Values Wed Oct 31 10:17:00 PDT 2007 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 98188 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Centroid Sa (sec) (g) 0.2 1.429 Ss, Site Class B 1.0 0.489 S1, Site Class B Period Maximum Sa (sec) (g) 0.2 1.473 1.0 0.507 Period Minimum Sa (sec) (g) 0.2 1.377 1.0 0.470 Ss, Site Class B S1, Site Class B Ss, Site Class B Si, Site Class B Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 98188 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvSl Site Class D - Fa = 1.0 ,Fv = 1.511 Period Sa (sec) (g) 0.2 1.429 SMs, Site Class D 1.0 0.739 SM1, Site Class D Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 98188 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.511 Period Sa (sec) (g) 0.2 0.952 SDs, Site Class D 1.0 0.493 SD1, Site Class D Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 Project: Wells Fargo Bank - Sperry Mechanical Unit Pg. No: S - 2 ddress: 6847 S. 180th St, Tukwilla, WA 98188 Date: 10/31/07 Client: Comfort Mechanical Job No.: 7422 i Data Input Lh = H= x= z= h= Kd= Kz= Kzt= Kzt= Method 2 Analytical Proceedure per ASCE 7 -05 V= Category: Hurr. Prone? Iw= Exposure 85 MPH II All Buildings (Typ.) No Col 3 1 B Fact. = 0.624 0.85 0.62 1.00 1.00 Direction of Wind H/2 H H/2 97150 FEET 500 FEET 97150 FEET 20 FEET 4 ► Lh ASCE Wind x 'Type: Flat Terrain I 'Direction: Downwind of Crest 20 FEET Mean Ht above Local Ground Level p. 76, Table 6-4 p. 75, Table 6 -3 p. 47, Figure 6-4 Source: Table xxx Kz Mean qz= 0.00256 *Kz *Kzt *Kd *V ^2 *I = 9.8 psf qh (qz eval. At Mean) = 9.8 psf (upwind of crest Pos. downwind of crest Pos. Dist. Upwind of Crest to Half Ht of Hill or Escarp. Ht. of Hill or Escarp. Relative to the upwind terrain Dist. (Upwind or Downwind) from the crest to the building site Ht above Local Ground Level 0.62 'Ignored If Type Is User Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, z WA 98005 (206) 614 -0949 Project: Wells Fargo Bank - Sperry Mechanical Unit Address: 6847 S. 180th St, Tukwilla, WA 98188 Client: Comfort Mechanical Pg. No: W1 Date: 10/31/07 Job No.: 7422 Area (ftA2) Location 0 10 20 50 100 200 500 4 &5 1 1 0.95 0.9 0.82 0.8 0.72 4 -1.1 -1.1 -1.05 -0.98 -0.93 -0.9 -0.8 GC 5 -1.4 -1.4 -1.3 -1.15 -1.05 -0.95 -0.8 Components & Cladding Summary: V= 85 MPH Category: II All Buildings (Typ.) Hurr. Prone? No Iw= Exposure 1 B Can be changed on Corn. Building Enc. Enclosed Buildings I Length = Width = Ht = Roof Angle= H <= 60 qh = 40 FEET 20 FEET 20 FEET 0 -10 Degrees 9.81 PSF q qi = Not App. PSF Not App. PSF Gcpi = 0.18 -0.18 Longer Dimension Shorter Dimension Co • Down as Needed (Specific Cladding: Mech Unit Building Width 40 Unit Width 3.75 Exposure B Area = 16.0 SF Location = 5 Row Num : 4 GC 1 -1.4 = 8.0 PSF -12.0 PSF -15.5 PSF 11.6 PSF ASCE 6.5.15.1 increase= 1.9 Zg = 1200 a = 7 z = 20 Kz = 0.62 K1 /(H /Lh) #N /A K1 = #N /A Kzt = 1.00 Exp. Fact= 0.62 Clad/Bld = 1.00 Length j Width Armour Unsderfer Eng, 13455 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 IA Project: Wells Fargo Bank - Sperry Mechanical Unit ddress: 6847 S. 180th St, Tukwilla, WA 98188 Client: Comfort Mechanical Pg. No: W2 Date: 10/31/07 Job No.: 7422 Gravity Loading !Dead Load 12 PSF (Live Load 25 PSF 'Joist L = I 32IFT 'Dist. = 'Unit Wt = I Expected Unit Wt = !Balance = 650 LBS SIFT 650 ILBS / I WI Curb Adaptor Per Struct Drawings Old unit 0 LBS GLB (a3 I' 9IFT`OC Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 IA Project: Wells Fargo Bank - Sperry Mechanical Unit ddress: 6847 S. 180th St, Tukwilla, WA 98188 Client: Comfort Mechanical Pg. No: ME1 Date: 10/31/07 Job No.: 7422 L GLB Check Dead Load = Live Load = Tot. Load = Span = Trib = Dist. From End Wdl = Wdl with (e) unit WII = wtl = Mom (Exist) = V (Exist) = Bal. (N)Unit = Unit Size (Ft) = Net Wt. = 1/2 Unit on Support ? Wt. on Joist Madd / Joist = Vadd / Joist = V mech = M mech = M mech = No. No. Of Joists Sti Th r A 12 PSF 25 PSF 37 PSF 32 FEET 9 FEET 6 FEET 108 PLF 108 PLF 225 PLF 333 PLF 42624 LBS FEET 5328 LBS 650 LBS 5.75 x 3.7 650.0 LBS 650.0 LBS No 2131 LBS FT 266.4 LBS 528.1 LBS 3168.75 LBS FEET AT UNIT 1950 LBS FEET AT CL 2.0 Joist for Shear r Moment No Reduction Allowed for Snow No Yes All Unit is on Joist 5 % Increase 5 % Increase :NV / 4 (Existing ME Unit to be replaced Wt = Rxn = V max= M max = w shear = w mom. = See Sheets B1 to B4 for analysis of existing framing members and reinforcment design where required 0 LBS 0 LBS 0 LBS 0 LBS FT 0 PLF 0.00 PLF 1 ck Joist where known: Size — 30K10 No /Un = 2 w tl = 268 PLF w 11= 148 PLF w current= 333 PLF w bal = -65 PLF Vbal = - I 0 LBS -83' 0 LBS 264.1 L = S 975.0 LB • FT Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 Project: Wells Fargo Bank - Sperry Mechanical Unit Pg. No: ME2 ddress: 6847 S. 180th St, Tukwilla, WA 98188 Date: 10/31/07 Client: Comfort Mechanical Job No.: 7422 Long Dim to Load Short Dim to Wind Pmax = 817.9 LBS Wind Gov. OTM = 1975.1 LBS FT RM = 1014 LBS FT Ratio O/R = 0.513306 Anchorage Required Pmax = OTM = RM = Ratio O/R : 522.0 LBS Wind Gov. 1260.6 LBS FT 1588.4 LBS FT 1.3 Anchorage Required Deck Height = Unit Height = Min Trib Area= Zone = , p wind = wind Max = 20� 4.830 FEET 17.7 SF 5 22.0 PSF -29.4 PSF 29.4 PSF p P Long wind = 817.9 LBS Worst Case P Trans wind = 522.0 LBS (P siesmic = 221.2 LBS Worst Case IT net = 261.9 LBS Metal to Metal: 2 #12 Unit to Curb: Try: No Screws = Screw Cap = T cap = Curb to Wood: Try: No Screws = Screw Cap = • can= AUE #12 Min Screws @ 2 Min 280 LBS in 43 Mil Curb 685.0667 LBS #10 Min Screws @ 2 Min 136 LBS in wood 332.7467 LBS Armour Unsderfer Eng, 13456 SE 27th 18 In. on centers 261.9 Therefore OK Use: #12 Min Screws 18 In. on centers 18 In. on centers 0 J 261.9 Therefore OK PL., Suite 200, Bellevue, WA 98005 (206) 614 -0949 IA Project: ddress: Client: Wells Fargo Bank - Sperry 6847 S. 180th St, Tukwilla, Comfort Mechanical Mechanical Unit WA 98188 Pg. No: ME3 Date: 10/31/07 Job No.: 7422 IGLB GLB supporting mechanical unit Beam Design (simple span) DL= LL= Total Load = P DL= P LL = 12 psf 25 psf 37 psf 650 LBS 0 LBS Total P = 650 LBS' I Span = 32 ft Trib for w = 9 ft Wall load= 0 psf Height of wall= 0 ft CO(DL) Additional = 0 pif 0 (LL) Additional = 0 pif Self Weight= 39 plf (DL +LL) _ 372 pif co (LL)= 225 pif Shear (DL +LL) _ 5952 lbs Moment (DL +LL) = 47616 ft-lbs Try 63/4x21 Area = 141.8 in S = 496.1 in Ix = 5209.3 In Deflection, An = 0.981 In Deflection, A = 0.566 In Allowable Stress, Fv x CD x Coth for Shear, F,; = 265 x 1.00 x 1.00 = 265 psi Fb x CD x CV x Coth for Bending, Fb' = 2400 x 1.15 x 0.88 x 1.00 = 2429 psi L/392 < L / 678 E = 1800000 psi FOR BEAMS WITH A CONCENTRATED LOAD Cagy "a" : 650 lbs b = 6ft X= P= a= RA = RB = RDL = RLL = Rxn. © A = Rxn. @B= 4111 Armour Unsderfer Engineering.13456 SE 27th PI Project: 'WFB Sperry" Address: "6847 S 180th St, Seattle, WA" Client: "Comfort Mechanical" 528 lbs 122 Ibs 2352 lbs 3600 lbs 6480 lbs 6074 lbs V max = 6480 lbs M max = 49564 ft-lb b= d= OK 74.1 OK 50.6 6 3/4 in 21 in L/ 240 L/ 360 Mat: Giu -lam 24F -V4 Max Shear & Moment With Point Load OK 1.63 OK 1.88 A @X for a >b = AmAx @X fora <b = MAx LL @ X fora > b= MAxLL @Xfora <b = A for co(DL + LL) = .. Ste. 200. Bellevue. WA 98005 (425) 614 -0949 Pg No.B -1 Date:10/31/2007 Job No: 7422 26 ft 13.85 ft 0.04 in 0.04 in 0.00 in 0.00 In 0.94 in A,REQ'D = 36.7 in SX,REQ'D = 244.9 in 3 USE: Glu -lam 24F -V4 6 3/4 x 21 or higher I [Purlin Purlin Supports 1/3 of the unit Beam Design (Simple Span) DL= LL= Total Load = P DL= P LL = Span = Trib for w = Wall load= Height of wall= 03 (DL) Additional = W(LL) Additional = Self Weight= (DL +LL) = (LL) Shear (DL +LL) = Moment (DL +LL) Try Area = I = Deflection, A = Deflection, ALL = 12 psf 25 psf 37 psf 220 LBS 0 LBS Total P = 220 LBS I 8.5 ft 8ft 0 psf Oft 0 plf 0 plf 7 plf 303 plf 200 plf 1288 lbs 2736 ft-lbs 4x8 25.4 in 30.7 In 111.1 In` 0.214 in 0.124 In AV Project: "WFB Sperry" Address: "6847 S 180th St, S Client: "Comfort Mechanical" Allowable Stress, OK NOT OK L/477 L / 820 1, FOR BEAMS WITH P = 220 a= 4 RA = RB = RDL = RLL = Rxn. @ A = Rxn. @B = 53.9 -24.8 b= d= a Mat: D -Fir#1 E = 1700000 psi 116 104 438 850 lbs lbs lbs lbs 1404 lbs 1392 lbs V max = 1404 lbs M max = 3193 ft -lb 3 1/2 in 7 1/4 in U 240 U 360 (A p ►'4 Fv for Shear, F,; = 180 x CD x Coth x 1.00 x 1.00 180 psi Fb for Bending, Fb' = 1000 x CD x CF x Cr x 1.00 x 1.00 x 1.00 = 1000 psi A CONCENTRATED LOAD (a7 "a" : lbs b = ft X = Max Shear & Moment With Point Load ov OK 1.99 OK 2.28 AMAx @X for a >b = AmAx @ X fora < b = MAX Lt. @ X for a >b = MAxLL@X for a <b= ATL for f + LL) = A,REQ.D = 11.7 in SX,REQ'D = 38.3 in a USE: D -Fir#1 4 x 8 or higher I Armour Unsderfer Engineering.13456 SE 27th PI.. Ste. 200. Bellevue. WA 98005 (425) 614 -0949 Pg No.B -2 eattle, WA" Date:10/31/2007 Job No: 7422 4.5 ft 4.17 ft 0.03 in 0.03 in 0.00 in 0.00 In 0.19 in ` Purlin Reinforcin Design reinforcing for purlin to carry all of the mechanical! Beam Design (Simple Span) DL= LL= Total Load = P DL= P LL = Span = Trib for w = Wall load= Height of wall= (0 (DL) Additional = w(LL) Additional = Self Weight= Area = Sx = l = Deflection, ATL = Deflection, ALL = 12 psf 25 psf 37 psf 325 LBS 0 LBS Total P = 325 LBS I 8.5 ft 1ft 0 psf Oft 0 plf 0 plf 3 plf (DL +LL) = 40 plf (LL) 25 plf Shear (DL +LL) _ 170 lbs Moment (OL +LL) = 361 ft-lbs Try 1 314 x 5112 9.6 in 8.8 in 24.3 in' 0.064 In Allowable Stress, AWE d Armour Unsderfer Engineering.13456 SE 27th PI Project: "WFB Sperry" Address: "6847 S 180th St, Seattle, WA" Client: "Comfort Mechanical" Mat: ML -LVL Fv x CD x Coth for Shear, F,; = 285 x 1.00 x 1.00 = 285 psi Fb x ' [12/d )^0.136 for Bending, Fb' = 2600 x 1.00 ' 1.00 1.00 = 2600 psi Rxn. @ A = Rxn. @ B = OK 79.2 OK 49.6 0.240 in L / 424 L / 1604 E = 1900000 psi FOR BEAMS WITH A CONCENTRATED LOAD C7 "a" : P = 325 lbs a= aft RA = 210 lbs R8 = 115 lbs RDL = 64 lbs RLL = 106 lbs 380 lbs 285 lbs Max Shear & Moment With Point Load V max = 380 lbs M max = 961 ft-lb b= 1 3/4 in d= 5112 in U 240 L/ 360 OK 1.77 OK 4.46 b= X= AMAx @ X for a > b= AMAx @X for a <b = AAAAxLL @ X for a > b= AMAxLL @X for a <b = A for CO (DL +LL) = A,REQ'D 2.0 in SX,REQ = 4.4 In 3 USE: ML -LVL 1 3/4 x 51/2 or higher .. Ste. 200. Bellevue. WA 98005 (425) 614 -0949 Pg No.B -3 Date:10 /31 /2007 Job No: 7422 5.5 ft 3.91 ft 0.14 in 0.14 in 0.00 in 0.00 In 0.10 in 'Subpurlin Member under side of Mechanical Unit i Beam Desig DL= LL= Total Load = P DL= P LL = Total P = 165 LBS I Span = Trib for w = Wall load= Height of wall= o(DL) Additional = ° (LL) Additional = Self Weight= (DL +LL) = (LL)= Shear (DL +LL) = Moment (DL +LL) = Try Area = l = Deflection, OTL = Deflection, ALL = tl (Simple Span) Project: "WFB Sperry" 12 psf 25 psf 37 psf 165 LBS 0 LBS 8ft 3ft 0 psf Oft 0 plf 0 plf 5 pif 116 pif 75 plf 464 lbs 928 ft-lbs 4x6 19.3 in 17.6 in 48.5 in4 0.167 In 0.084 in Allowable Stress, Fv x CD x Coth for Shear, F,; = 180 x 1.15 x 1.00 = 207 psi Fb x CD x CF x Cr for Bending, Fb' = 1000 x 1.15 x 1.00 x 1.00 = 1150 psi Rxn. © A = Rxn. @B = % OK 79.5 OK 25.3 L / 576 L / 1145 < Mat: D -Fir#1 E = 1700000 psi FOR BEAMS WITH A CONCENTRATED LOAD t'a? "a" : P = 165 lbs b = 4 ft a = 4ft X = 4.00 ft RA = 83 lbs OMAx © X for a > b = 0.04 in RB = 83 lbs AmAx © X for a < b= 0.04 in RDL= 164 lbs &, LL © X for a > b= 0.00 in R 300 lbs AM4XLL ©X for a <b= 0.00 In O for cop. +11) = 0.13 in 547 lbs 547 lbs Max Shear & Moment With Point Load V max = 547 lbs M max = 1260 ft-lb b= 31/2 in d= 51/2 in L/ 240 LI 360 a % OK 2.4 OK 3.18 p AIREQ = 4.0 in SX,REQ'D = 13.1 in 3 USE: D -Fir#1 4 x 6 or higher I ._u 56 SE 27th PI.. Ste. 200. Bellevue. WA 98005 (425) 614 -0949 - d Armour Unsderfer Engineering.13456 ( ) Pg No.B -4 Address: "6847 S 180th St, Seattle, WA" Date:10 /31/2007 Client: "Comfort Mechanical" Job No: 7422 Petail "A -A" 16d © 4" o/c staggered from LVL to (E) 4x8 I(E) CMU Wall I ■ - - " ----- 7 I 1 (E) 4x6 ATTACHMENT NOTE: - ATTACH MECHANICAL CURB TO EXISTING CURB WITH #12 SCREWS AT 18" 0/C, MIN (4) PER SIDE. - ATTACH (E) CURB TO FRAMING BELOW PLYWOOD WITH #12X2 -1/2" SCREWS SPACED AT 18" 0/C, MIN (4) PER SIDE. partial Roof Plan with New Mechanical Units NTS (E) 6- 3/4x21 GLB at 9' o/c 7{(E) 4x8 © 8' -0m' o/c (E) 2x4 © 2' -0 m' o/c 1 +4-6' -0" I Armour Unsderfer Eng, 13456 SE 27th PL, Suite 200, Bellevue, WA 98005 (206) 614 -0949 I Reinforce the (E) 4x8 with a 1- 3/4"x5-1/2" LVL full length per detail "A -A" New 850 lbs max unit weight with accessories Project: Wells Fargo Bank - Sperry Mechanical Unit Pg. No: SSK 1 Address: 6847 S. 180th St, Tukwilla, WA 98188 Date: 10/31/07 Client: Comfort Mechanical Job No.: 7422 ACTIVITY NUMBER: M07 -233 PROJECT NAME: WELLS FARGO SITE ADDRESS: 6847 S 180 ST DATE: 11 -01 -07 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: II Buil I g Division Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete • 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 REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 � PERMIT COORD COPY `,- PLAN REVIEW /ROUTING SLIP ,„ Fire Prevention Structural ❑ Incomplete ❑ DUE DATE: 11-06-07 Not Applicable n No further Review Required DATE: DUE DATE: 12-04-07 Approved ❑ Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Planning Division Permit Coordinator C n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License COMFOMI015LA Licensee Name COMFORT MECHANICAL INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601954041 Ind. Ins. Account Id Business Type CORPORATION Address 1 6802 SO. 220TH STREET Address 2 City KENT County KING State WA Zip 98032 Phone 4252519840 Status ACTIVE Specialty 1 AIR CONDITIONING Specialty 2 UNUSED Effective Date 6/1/1999 Expiration Date 6/1/2008 Suspend Date Separation Date Parent Company Previous License COMFOP *064D2 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date JACKSON, SHIRLEY A Cancel Date 01/01/1980 Bond Amount JACKSON, HERB J 01/01/1980 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date COLONIAL AM CAS & SURETY Until Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. A. ■b. A. ..... https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= COMFOMI015LA 11/26/2007