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Permit M05-110 - SOUTH CENTRAL FOUNDATION
SOUTH CENTRAL FOUNDATION 1000 INDUSTRY DR M05-11O Tenant: Name: Address: Owner: Name: Address: Value of Mechanical: $8,500.00 Type of Fire Protection: doc: IMC- Permit City a ?Tukwila Parcel No.: 2523049071 Address: 1000 INDUSTRY DR TUKW Suite No: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us SOUTH CENTRAL FOUNDATION 1000 INDUSTRY DR, TUKWILA WA MECHANICAL PERMIT CALWEST INDUSTRIAL PROP C/O DELOITTE & TOUCHE LLP, 2235 FARADAY AVE #O Contact Person: Name: 3OFFIE SECHIER Address: 6830 S 220 ST, KENT WA Contractor: Name: COMFORT MECHANICAL INC Address: 6617 S 193 PL, #P -105, KENT, WA Contractor License No: COMFOMI015LA DESCRIPTION OF WORK: INSTALL NEW 2.5 TON ROOF TOP UNIT. INSTALL DUCT WORK FROM NEW ROOF TOP UNIT. INSTALL GAS PIPING TO NEW UNIT. Furnace: <100K BTU 1 >100K BTU 0 Floor Furnace 0 Suspended /Wall /Floor Mounted Heater 0 Appliance Vent 0 Repair or Addition to Heat/Refrig /Cooling System 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 EQUIPMENT TYPE AND QUANTITY * *continued on next page ** M05 -110 PTh Permit Number: Issue Date: Permit Expires On: Phone: Phone: 206- 963 -3862 Phone: 425 - 251 -9840 Expiration Date:06 /01/2006 Steven M. Mullet, Mayor Steve Lancaster, Director MO5 -110 08/22/2005 02/18/2006 Fees Collected: $258.05 International Mechanical Code Edition: 2003 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 1 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment Printed: 08 -22 -2005 Permit Center Authorized Signature: doc: IMC- Permit City a Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us Date: C'ff /a /OS V / I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performan e of work. I am authorized to sign and obtain this mechanical permit. Signature: Date: F oz 2 Print Name: L1 C? 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. M05 -110 Steven M. Mttllet, Mayor Steve Lancaster, Director Permit Number: M05 -110 Issue Date: 08/22/2005 Permit Expires On: 02/18/2006 Printed: 08 -22 -2005 u 00 u) vi w 1—; W0 Z �. W W, 0 0, 0 H. = v : L O 4 W Z U N O City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2523049071 Address: 1000 INDUSTRY DR TUKW Suite No: Tenant: SOUTH CENTRAL FOUNDATION 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS 4: Readily accessible access to roof mounted equipment is required. Permit Number: M05 -110 Status: ISSUED Applied Date: 07/25/2005 Issue Date: 08/22/2005 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 permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 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. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 10: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 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. doc: Conditions * *continued on next page ** M05 -110 Printed: 08 -22 -2005 City of Tukwila Print Name: doc: Conditions Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions 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 regulating construction or the performance of work. Signature: Date: —a2 —os 6 e .; atA)c M05 -110 of law and ordinances other work or local laws Printed: 08 -22 -2005 0 O • to O v� w N LL w O: u U. w O W 2 U� O N' W w Z. V O : Z Site Address: Tenant Name: Property Owners Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Contact Person: E -Mail Address: q:Openniis plus \cc changestpermit application (7.2004) Revised: 6.8.05 bh City Page 1 w TIIKWII A W Building Permit No. Mechanical Permit No. mO$ - / 10 Public Works Permit No. Project No. (For office use only) King Co Assessor's Tax No.asc .3 0 L /9 0 X3 Suite Number: Floor: New Tenant: ❑ Yes No State C ONTACT PERSON N ame: s , Mailing Address: �% b \ E -Mail Address: _ v1,2 Telephone 3 l I � Day T .�,4 8031 City ' L scato Q Zip Fax Number: S u7-1 GENERAL, CONTRACTOR INFORMATION (Mechanical Contractor information on back page) Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** State 'ARCHITECT OF RECORD plans must be wet stamped by Architect of Record Company Name: Mailing Address: Zip State Zip Zip City Day Telephone: Fax Number: ; ENGINEER'OF RECORD All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: Zip State City Contact Person: Day Telephone: E -Mail Address: Fax Number: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: 0 -3 HP /100,000 BTU Qty Furnace<100K BTU Air Handling Unit >10,000 CFM Fire Damper Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 1 0 ' 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 Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM 1 — Comm/Ind Other Mechanical Equipment '.MECHANICAL: PERMIT: INFORMATION — 206- 431 - 3670 MECHANICAL rIr INI IA Company Name: , Y 1 , ` 1 1 '�1 C_ Mailing Address:lpp �� Sp, Contact Person: J • i ' ' E -Mail Address ' ! 1 ►'►A l Contractor Registration Number:COIr. 6 .s () t :l.4 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (p ease rov 1 e d tailed iriform ion): Use: Residential: New .... ❑ Commercial: New ... Fuel Type: Electric ❑ BUILDING 0 Signature: Print Name: Mailing Address: 0... Date Application Accepted: n71,15)05 q: \\permits plus\ice changes\permit application (7.2004) Revised: 6 4.05 bh Gas.... Indicate type of mechanical work being installed and the quantity below: THORIZED AGENT: Page 4 city Day Telephone: Fax Number: Expiration Date: Telephon city n stnte z its a of • r • • _ .$ • Replacement .... ❑ Replacement .... ❑ Other: 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. 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). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY 0 E RY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR T IS PERMIT. Date Application Expifes: Staff Initials: 1- i • ) re al ; Parcel No.: 2523049071 Permit Number: M05 -110 (9 Address: 1000 INDUSTRY DR TUKW Status: APPROVED U p ; Suite No: Applied Date: 07/25/2005 i U) o; Applicant: SOUTH CENTRAL FOUNDATION Issue Date: i co W Receipt No.: R05 -01244 Payment Amount: 228.05 15 Initials: LAW Payment Date: 08/22/2005 10:48 AM = O ; User ID: 1630 Balance: $0.00 1— w Z I- H WUJ n 0- o i~ W W Payee: TRANSACTION LIST: Type Method Description Amount f O 228.05 Z ' 111 0 N O . Payment Check 09244 ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 COMFORT MECHANICAL INC MECHANICAL - NONRES PLAN CHECK - NONRES RECEIPT Account Code Current Pmts 000/322.100 182.44 000/345.830 45.61 Total: 228.05 6363 08/22 9716 TOTAL 228.05 Printed: 08 -22 -2005 Receipt No.: R05 -01097 Initials: LAW User ID :. 1630 ACCOUNT ITEM LIST: Description City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2523049071 Permit Number: M05 -110 Address: 1000 INDUSTRY DR TUKW Status: PENDING Suite No: Applied Date: 07/25/2005 Applicant: SOUTHCENTER FOUNDATION Issue Date: Payee: COMFORT MECHANICAL INC TRANSACTION LIST: Type Method Description Amount Payment Check 09128 MECHANICAL - NONRES doc: Receipt RECEIPT 30.00 Account Code Current Pmts 000/322.100 30.00 Payment Amount: 30.00 Payment Date: 07/25/2005 02:11 PM Balance: $0.00 Total: 30.00 Printed: 07 -25 -2005 Project: 4 ). ci) • C alio Type of Inspe fl ixddress*. / 1 i 0 00 i oaagfr_9 114 Date Called: if 0 C 10-5 Special Instructions: Date Wanted: i / i 7 / 05 , .m. .m. --- Requester: / Phone No: ---) — COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 ot (., as1/0 PET (206)43 1 -3670 riZk pproved per applicable codes. Corrections required prior to approval. I Date2 /i7_0 El $513.00 REINSPECT f‘t4 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. r eceipt No.: 'Date: Ce -J 0 0 (0 a CO UJ u,. ui cn F- 0 z uj D 0 0 c o 0 — 0I— w 0 . Z — 0 ect: • COA f.t. ratiqat Al Type of spection: Of Address: I ODD Ai 446:i .4 r 4 Date C Ile 1( i Special lnstru bons: 2...? neY''■. : • Date Wanted: — v i 1 ji a.m. Requester 1 Phone No: 1 Z Mf) ,*'1 1".. • ' INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: • I nspect° : a A-tr 9,77..) pate: El $58.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. r eceipt No.: 'Date: .ti'..zod,:s.:4 .4 ■.; n4:" . ' - • • • = • Project: _ Type of Inspection: e �� / �� Address: f /"". / 1- e S iG � to Called: Special P Date Wanted: 2 7 v � ~ Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECT • N NO. CITY OF TUKWILA B DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: 1 (Inspector: Date: 2-z— 0 Approved per applicable codes. Corrections required prior to approval. 0 S58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: !Date: Proje , C../.1 G���, / �c/ • 0 1 / Type of Inspection: C- 7;0 1-7/1-2/‹. Address: ' "" /Oa( / w ..y c .. 1)/34 Date Cal / --� Special Instructs s: Date'Wanted: Ca�n ,, 27"(.2s p.m. Requester: - Phone No: A. Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 / )4©S - /,o n Corrections required prior to approval. ) e / f . 5er 064:W/--)--g /7 "di." 4 / c El S58.00 REINSPEC ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: (Date: Project: _✓ ....46 „. L. Type of Insp • AI ion: �J Address: 1)00 %�•74. 1 4 e Cali • .- — . ,T Sp lal Instructions: , to Wanted: ---2 7--v ! im rfPr Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Approved per applicable codes: NO 4 -3670 Corrections required prior to approval. Inspector Date: rL Z- ri $58.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Pro • `t: `.Jf- J r,' �/ Type Inspectio / c..4 Ad ress: / A©D e . /. Lw ,../ � j Date Called: " �,5 = 05 Special Instructions: _,9 1 ' °`''J - �� ` ,mac - �� � /'�- ,/ , IJ�� Date Warned: O O 9 - & a.m., p.m. Request ; — c. -7I %r: Approved per applicable codes. COMMENTS: INSPECTION RECORD / Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVIiION _6300 Southcenter Blvd., #100, Tukwila, WA 98188 110 1 Corrections required prior to approval. (Inspector: 1 �. a $58 '.. EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. 'Receipt No.: 'Date: REVIEW CODE COMPLIANCE Aposammo AUO 1 62005 MODEL City Of Tukwila e gatr u- 11\1 RATED VOLTS/ HROUIL DIN RATINGS (COOLING) BTUH Indoor Airflow (CFM) Power Input (KW) EER/SEER (BTU/Watt-Hr.) Noise Rating No. O A.G.A. RATINGS (HEATING) O (High) Input BTUH Capacity BTUH s AFUE Temp. Rise' F. (Min /Max) (Low) Input BTUH Capacity BTUH b AFUE Type Gas O Min /Max) POWER CONNS.- VRH/HZ Min. Brch. Cir. Ampacity Br. Cir. Max. (Amps) Prot. Rtg. Recmd. (Amps) COMPRESSOR No. Used Votts/Ph/Hz R Amps - LR. Amps OUTDOOR COIL =TYPE Rows / F.P.I. Face Area (Sq. Ft.) Tube Size (in.) INDOOR COIL -TYPE Rows / F.P.I. Face Area (Sq. Ft.) Tube Size (In.) Refrigerant Control Drain Conn. Size (In.) Duct Connections OUTDOOR FAN - TYPE No. Used / Dia. (in.) Type Drive / No. Speeds No. Motors -HP Motor Speed RP. M. Volts/PH/HZ F.L. Amps - LR. Amps INDOOR FAN -TYPE Dia. x Width (in.) No. Used Drive / Speeds (No.) No. Motors - HP Motor Speed RP. M. Volts/PH/HZ F.L Amps COMBUSTION FAN -TYPE Drive - Speeds (No.) Motor HP - Speed (RPM) Volts/PWHZ F.L. Amps FILTER - FURNISHED? Type Recommended Min Face Area -Lo (sq. It) O REFRIGERANT Charge (Ibs. of R -22) O GAS PIPE SIZE (IN.) DIMENSIONS Crated (In.) Uncrated WEIGHT Shipping (ibs.) / Net (Ibs.) 341 / 301 'See unit nameplate for proper input adjustment 0 Rated in accordance with A.R.I. Standard 0 All models are UL Usted. Ratings 210/240. Noise tested In accordance with shown are for elevations up to A.R.I. Standard 270. A.R.I. standard rating 2000 ft. For higher elevations conditions are: 80 D.B. 67 W.B. entering reduce ratings at a rate of 4% air to indoor coil. 95 D.B. entering air to per 10001t. elevation. outdoor coil. 18000 600 1.86 9.35 / 10.00 8.0 48000 37000 78% 35.65 40000 32000 80% 35-65 NATURAL. 208. 230/1/60 15.0 20 20 1 200-230/1/60 8 -48 PLATE FIN 2/15 4.5 3/8 COPPER PLATE FIN 2/15 3.25 3/8 COPPER CAPILLARY 3/4' FEMALE NPT SEE OUTLINE DRAWING PROPELLER 1/18 DIRECT / 1 1.1/5 1080 230/1/60 1.6 -3.3 CENTRIFUGAL 9X9 1 DIRECT l2 1 -1/4 1080 200-230/1/60 1.6/1.4 -2.9 CENTRIFUGAL DIRECT -1 1/35.3480 240/1/60 0.6 NO THROWAWAY 2.0 3.8 LBS. 1/2' HXWXD 31.1/4 X 38 X 57 SEE OUTLINE DRAWING pn General Data YCCO24FILOB 208-230/1/60' 23400 800 2.55 9.10/ 10.00 8.0 48000 37000 78% 35.65 40000 32000 80% 35.65 NATURAL 208. 230/1/60 17.7 25 25 1 200-230/1/60 10,0.67 PLATE FIN 2/15 4.5 3/8 COPPER PLATE FIN 3/15 3.25 3/8 CAPILLARY 3/4" FEMALE SEE OUTLINE DRAWING PROPELLER 1/18 DIRECT / 1 1 -1/5 1080 230/1/60 1.6.3.3 CENTRIFUGAL 9x9 1 DIRECT / 2 1.1/4 1080 200-230/1/60 1.6 -2.9 CENTRIFUGAL DIRECT -1 1/35 - 3480 208. 240/1/60 0.6 NO THROWAWAY 2.67 4 LBS. 1 /2' HXWXD 31.1/4 X38 X57 SEE OUTLINE DRAWING 350/310 FILE COPY YCCO30F1LOB 208. 230/1/60 29200 1000 3.17 9.20/10.00 8.0 48000 37000 78% 35 -65 40000 32000 80% 35-65 NATURAL 208- 230/1/60 21.5 30 30 1 208-230/1/60 13.3.79 PLATE FIN 2/15 5.43 3/8 COPPER PLATE FIN 3/15 3.25 3/8 COPPER CAPILLARY 3/4' FEMALE NPT SEE OUTLINE DRAWING PROPELLER 1/18 DIRECT / 1 1 -1/5 1080 230/1/60 1.6.3.3 CENTRIFUGAL 9X9 1 DIRECT / 2 1 -1/4 1080 200. 230/1/60 1.6/1.4.2.9 CENTRIFUGAL DIRECT -1 1/35.3480 240/1/60 0.6 NO THROWAWAY 3.33 O Convertible to LPG. O This value Is approximate. For more precise value, see Unit Nameplate. OO Based on U.S. Government Standard Tests. 4.4 LBS. HXWXD 31- 1/4X38X57 SEE OUTLINE DRAWING 398/358 RECEIVED CITY OF TUKWILA JUL 2 5 2005 PERMIT CENTER YCCO30FIMOAB 208 - 230/1/60 29800 1000 3.27 9.l0/10.00 8.0 75000 60000 78% 35.65 60000 48000 80% 35.65 NATURAL 208 - 230/1/60 21.3 35 35 1 208. 230/1/60 13.5 -79 PLATE FIN 2/15 5.43 3/8 COPPER PLATE FIN 3/15 3,96 3/8 COPPER CAPILLARY 3/4" FEMALE NPT SEE OUTLINE DRAWING PROPELLER 1/18 DIRECT / 1 1 -1/5 1080 230/1/60 1.6.3.3 CENTRIFUGAL 10X9 1 DIRECT / 2 1.1/3 1080 200-230/1/60 2.8/2.2.5.1 CENTRIFUGAL DIRECT- 1 1/35 - 3480 240/1/60 0.6 NO THROWAWAY 3.33 4.5 LBS. 1/2' HXWXD 35.1/4 X38 X57 SEE OUTLINE DRAWING 398/356 0 Filters must be Installed In return air stream. Square lootages listed are based an 3001.p.m. lace velocity.11 permanent filters are used size per manufacturers recommendation with a dean resistance of 0.05' W.C. YCCO36F1LOB 208-230/1/60 35200 1200 4.02 8.75 / 10.00 8.0 50000 40000 78% 15-45 40000 32000 80% 15 -45 NATURAL 208 - 230/1/60 26.8 40 40 1 208-230/1/60 18.5 - 97 PLATE FIN 2/20 6.34 3/8 COPPER PLATE FIN 3/15 3.96 3/8 CAPILLARY 3/4" FEMALE NPT SEE OUTLINE DRAWING PROPELLER 1/18 DIRECT / 1 1 -1/5 1080 230/1/60 1.6.3.3 CENTRIFUGAL 10X9 1 DIRECT / 2 1 -1/3 1080 200 - 230/1/60 2.8/2.2.5.1 CENTRIFUGAL DIRECT -1 1/35.3480 240 /1 /60 0.6 NO THROWAWAY 4.0 5.3 LBS. 1/2' HXWXD 35.1/4 X38 X57 SEE OUTLINE DRAWING 4261386 0 Unit is shipped on high input, unit is convertible to low input with a Low Fire accessory kit. MODEL NO. AIR DUCT OPENINGS A BCDE C D E YCCO24-36F-L YCCO24-36F-M SUPPLY 21 11-1/4 - - 14-3/4 RETURN - - 11-1/2 18.1/8 YCCO36F-H YCC042-48F-M SUPPLY 21 18.3/4 - - 6-1/4 RETURN - • 21 21-1/8 YCCO48F-H YCCO6OF-M SUPPLY 21 19 - - 3 RETURN - - 21 22-1/8 SERVICE CLEARANCE & PENETRATION DIMENSIONS MODEL NO. A 8 C D E RIGHT SIDE YCC018-36F-L,F-M 42" 30" '6" 24" 36" 25" YCCO36F-H,042-48F-M 42" 30" "12* 30" 44" 25" YCC048F-H,-60F 42" 30" '12" 36" 50" 25" CLEARANCE TO COMBUSTIBLE MATERIAL BOTTOM 0.0" BACK 1.0" LEFT SIDE 6.0" RIGHT SIDE 6.0" FRONT SIDE 12.0" TOP 36.0" II I - • MIMI' BAYCURB030A,038A Roof Mounting Curb Outline YCCO24-060 — Units INSULATED DECK PANS ARE INCLUDED WITH THE BAYCURI3038A ONLY. 18" WITH FRESH AIR ACCESSORY 30" WITH ECONOMIZER SERVICE CLEARANCE LINES Dimensions This member used on YCCO24-036F-L YCCO24-036F-M models only Required Clearance for Unit Installation and Roof Penetration Hole Size Required 24 SERVICE CLEARANCE LINES From Dwg. 210662039 22-1295-05-0303 (EN) MODEL CORNER WEKiHT (LBS) UNR WEIGHT A B C D E F G H J K L M N P WI W2 W3 W4 YCC018F -L 68.3 61.7 84 92.9 307 55-1/4 36 25 -3/16 18 -9/16 11- 1/16 6-9/16 6 -13/16 17 21-5/16 25 17 -1/2 10 3 4-7/16 YCCO24F -L 69.4 60.0 85 99.5 314 YCCO30F -L 70.5 61.4 87 99.8 319 YCCO30F -M 84.06 68.08 92,1 113.7 358 55-1/4 36 29 -3/16 18-9/16 11- 1/16 6-9/16 6 -13116 17 20-3/4 25-13/16 17 -1/2 10 3 4-7/16 YCCO36F -L 78.3 68.3 95,6 109.7 352 19-3/4 24.13/18 YCCO36F -M 86 67.6 93.2 115.13 364 YCCO36F -H 90.3 73.8 101 123.7 399 62 -3/4 36 29 -3/16 18 -9116 , 11- 1/18 6-9/16 11 -1/6 17 19 -3/4 28-1/4 17-1/2 10 3 8-3/4 YCCO42F -M 103.8 88.7 98,6 122.6 412 YCC048F -M 104.6 84.6 102.2 126.4 418 YCC048F -H 123.8 104.6 132.5 157 518 65-5/16 45 33-3/8 21 -1/16 15- 1/16 4-15/16 9.1/8 21-15/16 25 29-7/32 20 14 3-1/2 8-5/16 YCC080F•M 135.4 109.8 137.3 169.3 552 •7RA& . C HORIZONTAL SUPPLY OPENING DOWNFLO SUPPLY OPENING SECT. X - APPEARANCE SURFACE OF SUPPLY & RETURN PANEL TYPICAL CROSS SECTION OF SUPPLY & RETURN PERIMETER FLANGES Dimensions YCC018 -060 Outline -- Rear . NOTE: ALL DRAWING DIMENSIONS ARE IN INCHES HORIZONTAL RETURN OPENING 28 L & M DIMENSIONAL SURFACE (SEE 'ABLE) 8 8 8 SECT Y - TYPICAL CROSS SECTION OF DOWNFLOW SUPPLY & RETURN PERIMETER FLANGES EVAPORATOR COIL & BLOWER PANEL 5 2 15 i8 DIA. ENTRY FOR 1/2 N.P.T. GAS CONNECTION CONDENSATE DRAIN FOR 3 \4" FEMALE NPT DOWNFLOW RETURN OPENING From Dwg. 21D661690 22-1295-05-0303 (EN) c „„w, �V 00 coo cow: • W LL Q W ? ': Q . � Q . O N. Q �. W' F U 0 1 • CABINET SIZE MODEL BAYCURB "A" " B" " C " " D" " E " " F" "G" "H" "A" YCC018 -30F -L 030A 14 -1/8 16 -5/8 36 34 25 -3/16 13 -3/4 - - „ YCCO30 -36F -M YCCO36F-L 030A 14 -1/8 , 16 -5/8 36 34 29 -3/16 13 -3/4 - - "C" YCCO36F -H YCC042F -M YCC048F -M 030A 14 -1/8 16 -5/8 36 34 29 -3/16 13 -3/4 8 -1/8 - 033A 14 -13/16 16 -5/8 36 34 29 -3/16 13 -3/4 - - „ YCC048F -H YCC060F -M 030A 14 -1/8 21 45 34 33 -3/8 13 -3/4 10 -1/8 9 -7/8 034A 14 -13/16 21 45 43 33 -3/8 13 -3/4 - - 0.D. COIL HOLD DOWN CLIP Dimensions YCC018 -060 Outline —.Front with BAYCURB030A Curb NOTE: ALL DIMENSIONS ARE IN INCHES 30 From Dwg, 21D661772 22- 1295 -05 -0303 (EN) r ARMOUR UNSDERFER ENGINEERING, Inc 13456 SE 27th PI., Suite. 200 Bellevue, WA 98005 (425) 614 -0949 Fax (425) 614 -0950 FILE Colt' STRUCTURAL CALCULATIONS FOR: Tukwila Commerce Center Bldg 30 Mechanical Unit 1000 Industry Drive, Tukwila, Washington Client: Mr. Herb Jackson Comfort Mechanical, Inc. 6830 S. 220th Street Kent, WA 98032 By Bill Armour PE, SE RECEIVED CITY OF TUKWILA JUL 2 5 2005 PERMIT CENTER WIRES: 2 -23 -07 AUE No. 5162 M os- 00 Tukwila Commerce Center Bldg 30 Mechanical Unit Gravity Loading Roof Dead Load: Roofing Plywood Insulation Joists Ceiling 2.2 PSF 2 PSF 1 PSF 4.5 PSF 0 PSF Armour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Roof Live Load Types Snow Load Live Load Rain Load 1 Bellevue, WA 98005 (425) 614 -0949 Project: Tukwila Comm. Center Bldg 30 Mechanical Unit Address: Tukwila, WA Client: Comfort Mechanical, Inc. Pg. No. 1 Date: 6/23/05 Job No.: 5162 Gravity Loading Unit #1 tTot 12 PSF 1 Live Load 25 PSF 1 !Joist Li I No second unit on this project Armour Unsderfer Engineering, 13456 SE 27th Pl., Ste. 200, 4x13 @ 8'o/c see page 6 and 7 I 111 12x4@24"olc 1 5"x17" Bm 20 FT OC Dist 2 concrete wall FT. Unk lL�ngth Ling 2 Li — .•!. Unit 1 I 3 dtti .••.",; • . Unit 2 Wi Bellevue, WA 98005 (425) 614-0949 .OFT ! Unit 1 Height Unit 2 Height 2.1 ..• 3 FT- Project: Tukwila Comm. Center Bldg 30 Mechanical Unit Address: Tukwila, WA Client: Comfort Mechanical, Inc, Pg. No. 2 Date: 6/23/05 Job No.: 5162 ..1.2 FT. -..1 Unit 2.Ciirb '. • :: A .2 FT :,•:.;,:•, Gravity Loading Unit #1 tTot 12 PSF 1 Live Load 25 PSF 1 !Joist Li I No second unit on this project Armour Unsderfer Engineering, 13456 SE 27th Pl., Ste. 200, 4x13 @ 8'o/c see page 6 and 7 I 111 12x4@24"olc 1 5"x17" Bm 20 FT OC Dist 2 concrete wall FT. Unk lL�ngth Ling 2 Li — .•!. Unit 1 I 3 dtti .••.",; • . Unit 2 Wi Bellevue, WA 98005 (425) 614-0949 .OFT ! Unit 1 Height Unit 2 Height 2.1 ..• 3 FT- Project: Tukwila Comm. Center Bldg 30 Mechanical Unit Address: Tukwila, WA Client: Comfort Mechanical, Inc, Pg. No. 2 Date: 6/23/05 Job No.: 5162 Beam Check Dead Load = 12 PSF Live Load = 25 PSF Tot. Load = 37 PSF Span = 26 FEET Trib = 20 FEET Dist. From End 10 FEET Wdl = 240 PLF WII = 500 PLF Wtl = . 740 PLF Mom (Exist) = 62530 LBS FEET V (Exist) = 9620 LBS Unit 1 Weight = 400 LBS Unit 2 Wgt = 0 LBS Unit 1 Size (Ft) = 4.6 x 3 Unit 2 Size (Ft) = 5.8 x 3.67 Net Wt.on 1 = 400.0 No Reduction Allowed for Snow Net Wt.on 2 = 0.0 LBS No Reduction Allowed for Snow 1/2 Unit on Joist ? Yes 1v No Yes Wt.1 on Joist 200.0 LBS Wt.2 on Joist 0 LBS Madd / Joist = 3127 LBS FT 5 % Increase Vadd / Joist = 481.0 LBS 5 % Increase V1 mech = 123 LBS V2 mech = 77 LBS M mech = 1231 LBS FEET AT UNIT WORST CASE M mech = 1000 LBS FEET AT CL No. Of Joists No. Of Joists (Sleeper Unit Joist #1 0,3 Joist for Shear 0.4 Joist for Moment 0.4 (Joists Therefore No Sleepers are Required ■ AlkwALINI/AIL AL Altemate Analysis Based on Joist Capacity Not adequate information LBS /FT Allow. M = 10740 LBS FT Allow. V= 2868 LBS Total M= Total V= 26 63530 LBS FT Not Good 9743 LBS Not Good • Not applicable since not adequate information on member Less than 4% increase in stress on member therefore OK Armour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 Project: Tukwila Comm. Center Bldg 30 Mechanical Unit Pg. No. 3 Address: Tukwila, WA Date: 6/23/05 Client: Comfort Mechanical, Inc. Job No.: 5162 Long Diem to Wind Short Dlam to Wind Pmax = OTM = RM = Ratio O/R = 487.2 LBS 1023.1 LBS FT 734 LBS FT 0.7174134 Anchorage Required Pmax = OTM = RM = Ratio O/R : 308.3 LBS 647.4 LBS FT 1160 LBS FT 1.8 No Positive Anchorage Required Deck Height = Unit Height = Wind Speed = Wind Area = Wind Press. = Exposure = Adjust. Factor = Unit #1 FEET 4.2 FEET MPH 24.4 SF PSF PSF Max Press. = 20.0 PSF Max IT net= 218.2 LBS Curb to Sleeper: (Add: Unit to Curb: Try: #12 Min Screws @ 4 222 LBS in 43 Mil Curb 858.4 LBS No Screws = Screw Cap = T cap = lUs #12 Min Screws @ 18 In. on centers 2 318" Diam Through Bolts at Curb or #12 screws at 18" on center 18 In. on centers 218.2 Therefore OK Armour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, 0 Bellevue, WA 98005 (425) 614 -0949 Project: Tukwila Comm. Center Bldg 30 Mechanical Unit Address: Tukwila, WA Client: Comfort Mechanical, Inc. Pg. No. 4 Date: 6/23/05 Job No.: 5162 Design Distribution Member between trusses Maximum span 20 feet Unit #3= Unit #1= 34.5 Unit #2= 43.4782609 Max Unit load = 57 lbs/ft Try Angle 5x3x1/4 S= Moment = Bending Stress= Deflection= L/ 2854 22385.6 Not Good 1.387 inch 173 Not Good Use: Angle 5x3x1/4 under Unit Try 4x8 HF#2 A= S 1= E Moment Shear Deflection= LI Use: Fv= Fb= 2854 Not Good 570.8 OK 1.423 inch 169 Not Good 4x8 HF#2 under Unit 57.08333 75 Vallow= 1269 1105 Mallow= 2823.275 Armour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Angles between joists or wood sleeper above roof Bellevue, WA 98005 (425) 614 -0949 Project: Tukwila Comm. Center Bldg 30 Mechanical Unit Address: Tukwila, WA Client: Comfort Mechanical, Inc. Pg. No. 5 Date: 6/23/05 Job No.: 5162 Z fr � v 0 vJ of W u) LL. W QQ O N D . W : O; W W' gyp;. 0 t-. W W U- W z. ~O • Gravity Loading Joist #2 4x13 purlin 'Tot 12 PSF 1 Live Load 25 PSF (Girder 'Unit VVt • C . ) ,./" 14x13 -:181FrOC1 A • 1 (573 Len Armour Unsderfer Engineering, 13456 SE 27th Pl., Ste. 200, Bellevue, WA 98005 (425) 614-0949 FT 2.1IFT Project: Tukwila Comm. Center Bldg 30 Mechanical Unit Address: Tukwila, WA Client: Comfort Mechanical, Inc. Pg. No. 6 Date: 6/23/05 Job No.: 5162 joist #2 Purlln Check Dead Load = Live Load = Tot. Load = Span = Trib = Dist. From End V mech =. M mech = M mech = No. Of Joists No. Of Joists 12 PSF 25 PSF 37 PSF 20 FEET 8 FEET 4 FEET Wdl = 96 PLF WII = 200 PLF Wtl = 296 PLF Mom (Exist) = 14800 LBS FEET V (Exist) = 2960 LBS Unit Weight = 400 LBS Unit Siie (Ft) = 4.6 x 3 Net Wt. = 400.0 LBS No Reduction Allowed for Snow 1/2 Unit on Support ? yes . No Yes Wt. on Joist 200.0 LBS All Unit is on Joist Madd / Joist = 740 LBS FT 5 % Increase Vadd / Joist = 148.0 LBS 5 % Increase 160.0 LBS 640 LBS FEET AT UNIT 400 LBS FEET AT CL 1.1 Joist for Shear 0.9 Joist for Moment 'Sleeper Unit 1 1.1 'Joists Therefore No Sleepers are Required AM. ANL .nw ■owa■ New mechanical unit actually is somewhat distributed between two purlins so that the 1.1 requirement is met in keeping any stress increase to less than 5% * ■ i■ � Armour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 Pg. No. 7 Date: 6/23/05 Job No.: 5162 Project: Tukwila Comm. Center Bldg 30 Mechanical Unit Address: Tukwila, WA Client: Comfort Mechanical, Inc. Beam Design (Simple Span Members) Roof Dead = Live = Tot = (Mechanical support bm new between two purlins under unit edge 1 Span = Trib = w roof w wall Uniform Loading 1 factor 12 psf 25 psf 37 psf 8ft 5.00 ft max 185.0 plf 0 pif w (DL +LL)= (V (LL) = 185.0 pif 125.0 plf Shear & Moment W/O Point Load Moment (DL +LL) _ Shear (DL +LL) = 1480 ft-lbs 740 Ibs Size & Species: Try: Sawn_Lumber Hem_Fir 4x6 No. 2 Summary of Results: VmAx = MMAx = Deflection, An, = • Deflection, A = Shear Cap. = Moment Cap. = Allowable, A = Allowable, ALL = Use RISA? No 803 Ibs 1636 ft-lbs 0.30 in 0.20 in 33% Increase? No 1107 lbs 1869 ft-lbs L 1240 in > L 1360 in > Fv = 75 psi Fb = 1105 psi E = 1300000 psi FOR BEAMS WITH A CONCENTRATED LOAD (x1 <span /2): Point Load = 100 lbs V max = 803 lbs X = 3 ft M max = 1636 ft-lbs Rxn @ A = 63 lbs Rxn @ B = 38 lbs Rxn LL = 500 lbs Rxn DL = 240 lbs Shear © A = 803 lbs Shear © B = 778 lbs Properties: Area = S = lx-x Mechanical support bm, USE 4x6 Hem_Fir No. 2 Grade 1 803 lbs OK 1636 ft-lbs OK L/323 in OK L / 478 in OK 19.25 in` 17.65 ire 48.53 in" Armour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, 0) TOTAL, V = 0) TOTAL, M = 03 P 201 pif 205 pif Governs Overall Max Shear & Moment W/ Point Load V max = M max = 803 lbs 1636 ft-lbs Factors: *K = 1.00 * = 1 Cf = 1.3 Sx -x * Cf = 22.95 *C = 1.15 * Note: - K is 1.09 for a concentrated load @ mid -span. 1.00 fora uniform load, and 0.96 for concentrated loads @ 1/3 span locations. - x = 10 for Western Species Pine and 20 for Southern Pine. - CO, is 1.0 typically, 1.15 for snow, 0.9 for permanent loading, and 1.33 for wind or seismic. DOES NOT APPLY TO: Microllam, Parai)am, and Timberstrand Products. - ( -1) top left is for point Toads acting upward Comments: Bellevue, WA 98005 (425) 614 -0949 Project: Tukwila Comm. Center Bldg 30 Mechanical Unit Address: Tukwila, WA Client: Comfort Mechanical, Inc. Pg. No. 8 Date: 6/23/05 Job No.: 5162 1 Armour Unsderfer Engineering, Inc 13458 SE 27th PL, Suite 200 Bellevue, Wa 98005 (425) 814 -0949 Fax: (425) 814 -0950 Prepared by: BA Date: 6/23/05 Job Number: 5163 Page: 1 /Fp Job Name Tukwila Comm. Center Mech. Unit Architectuai, Mechanical and Electrical Components and Systems & Concrete /Masonry wall anchorage RE: ASCE 7 -02, Section 9.6 Pg 157 Unit: Rooftop Mechanical Unit Reference brawlgs: N/A �L i �+ hti X A ;f t M . �. ' ,y�,;.- ' 4, l,S r Z..n • : lvl•`, Mt � �iy -�� ' ?: a:.; .7•<yR''k)F1`riro �'�1".TkL'Il'�J;AC� ti Seismic Design Category D Table 9.4.2.1a 131 (Per 9.6.1 ASCE 7 -02 "components shall have the scone Seismic Design Category as that of the structure") Non - building structures supported at grade: Rp Response Modification Coefficient For architectural components For mechanical 6 electrical components n Overstrength Factor 2 Table 9.14.5.1.1 190 Cd Deflection Amplification Factor 2 Table 9.143.1.1 190 Ss Mapped max EQ response spectral IIIIMEM response acceleration short period 1.340 %g • Figure 1615(1) 304/305 Sy. Spectral acceleration, short period 0.893 %g 9.4.12.5 129 a Component amplification factor 1 Table 9.6.3.2 166 Per 9.6.1 ap = 2.5 for non building structures with flexible dynamic characteristics and ap = 1.0 for non budding structures swith rigid dynamic characteristics 157 1r Component Importance factor 1 9.6.1.5 160 Wp Component operating weight 400 Pounds W Component dead weight 400 Pounds z Height in structure of point of attachment with respect to the base. For items at or below base z shall be taken as 0. 20 Feet 9.6.1.3 159 h Avg roof ht of structure re: base 20 Feet 9.6.1.3 159 z/h Value of z/h need not exceed 1.0 1.000 9.6.1.3 159 tics Height to unit center of gravity 26 Inches Equations Fp = 0.4a,SosW (1+2 z/h) = 172 Pounds Eq 9.6.1.3 - 159 Rpirr Fp is not required to be taken as greater than: Fp = 1.6 5ds I W, 571.7333333 Pounds Eq 9.6.1.3 -2 159 Fp shall not be taken as less than Fp = 0.3 5 , 1 W, 107.2 Pounds Eq 9.6.1.3 -3 159 Ong Fp (11 not included ) .a�' K, ',at ^1 Pounds Governing Fp (if period is less than 0.06 Sec) Itt i ;:g ", (i.1 Pounds Eq 9.14.5.2 192 Notes: The force (Fp) shall be applied Independently longitudinally, and laterally in combination with service 159/160 loads associated with the component. Section 9.6 Section 9.14 =KIM Table 9.6.22 Table 9.6.32 7'x;"2- �.:tdfi.p 157 186 162 166 1 Armour Uasderfer EngWerla/, Ina 13458 SE 27th PI., Suite 200 Bellevue, Wa 98005 (425) 614 -0949 Fax: (425) 614-0950 Prepared by: Job Number: Job Name Bill A Date: 5163 Page: Tukwila Comm. Center Mech. Unit 6/23/05 2 /Fp Architectual, Mechanical and Electriacl Components and Systems (continued) Unit: Rooftop Mechanical Unit Unit dimensions Dead weight of unit Total (operating) weight of unit Wind Toad Wind Toad on Tong side Wind load on short side Governing shear Toad Long side: Seismic Short side: Wind Overturning moment Long side: Wind Seism* Governs Short side: Wind Seismic Governs Resisting, moment Load on Long side: Load on Short side: Net overturning moment Load on Long side: Load on Short side: Effective moment arm for tension bolts With Toad on Long side: With load an Short side: Number of bolts resisting uplift tension Load on Long side: Load on Short side: Number of bolts resisting base shear of unit Bolt selection Lag Bolts or ASTM 449 Type 1 Wood Species Pt Allowable tension per bolt Vt Allowable shear per bolt Bolt Toad: Applied tension per bolt long side Applied tension per bolt short side P, Max tension per bolt V, Applied shear per bolt Unity Equation (P,/Pt) * Of,/r) 4 1.0 Bolts Okay? Width Depth Height Units 36 55 25 Inches 400 400 20 125 191 Pounds Pounds PSF Pounds Pounds 172 Pounds 190.9722222 Pounds 130 Ft Pounds 372 Ft Pounds 372 Ft Pounds 199 Ft Pounds 372 Ft Pounds 372 Ft Pounds 234 Ft Pounds 152 Ft Pounds 138 Ft Pounds 219 Ft Pounds 50 Inches 85 Inches 2 Bolts 2 Bolts 4 Bolts 0.38 Inches 3.00 Inches DF P5I 800 Pounds 320 Pounds 17 Pounds 15 Pounds 17 48 Pounds 0.17 Okay Page 1 /Fp Page 1 /Fp 1609.1.2 (16 -12) Use 60% unit dead load Short unit dimension minus bolt gage Long unit dimension minus bolt gage Diameter Fy : 70,000 P5I Embedment in wood 1912.2 1912.2 1912.2 Load on short face Load on long face U • y 0: N W O J z W Dp 0 ,— W I1. � O 1 11 z 0 N. 1+ H Z l• *sw m Ihnbrler Eeyeeerha lea 154515t 276 n, WWI Zoe Prepared by: Bill A bate: (425) 41444040 � (425j e1eoe50 Job Number: 5163 Page: Job Name Tukwila Comm. Center Mech. Unit Wind design J 6/23/05 1/W Wind design -per 2003 International Building Code,1609.6.1 Simplified Wind Load Method Test for applicability of Simplified Design Method For enclosed buildings only Mean roof height (average of eave and ridge) not more than 60' Mean roof height not more than least plan dimension of building Building shall not be sited on upper half of isolated hill or escarpment meeting following condions: 1. Hill or escarpment is 60' or higher (Exp B) or 30' or higher (Exp C) 2. Maximum average slope of the hill exceeds 10 percent 3. The hill or escarpment is unobstructed upwond by other topo features for 50 x height or 1 mile (whichever is less) 1609.6.1.1 Main windforce - resisting systems. Buildings must meet all of the following conditions 1. Must be a simple diaphragm bldg per 1609.2 2. The building is not classified as a flexible building as defined in Section 1609.2 3. The building does not have response characteristics making it subject to across wind loading, vortex shedding, instability due to galloping or flutter; and does not have a site location for which channeling effcts or buffeting in the wake of upwind obstructions warrant special consideration. 4. The buiding structure has no expansion jonts or separations. 5. The bulding is regular shaped and has an approximate symmetrical cross section in each direction with roof slopes not exceeding 45 degrees. 1609.6.1.2 Components and Cladding. For the design of components and cladding, the building must meet all of the following conditions: 1. The building does not have response characteristics making it subject to across wind loading vortex shedding, instability due to galloping or flutter; and does not have a site location for which channeling effects or buffeting in the wake of upwind obstructions warrant special consideration. 2. The building is regular shaped with roof slopes not exceeding 45 degrees for gable roofs, or 27 degrees for hip roofs. Variables 16094.2.1 Basic Wind Speed: per section 1609.3, assumed to come from any horizontal direction Select Basic Wind Speed (3 second gust) Refer to Figure 1609, page 284, 2003 IBC. V,,, Basic Wind Speed - 3 second gust VA Fastest Mile 1609.6.2.2 Importance Factor I. in accordance with Section 1609.5 Select Category from Table 1604.5, Page 272, display L, I~ ;; 1'.00;4Y 1 1609.6.2.3 Exposure category accordance 'with Section 1609.4 Select Exposure Factor W491 ":;:a Eig3osurs Category Mean roof height - per Page 289, Average of roof eave height and height to highest point of roof surfase Except that eave height shall be used for roof angle of Tess than or equal to 10 degrees (about 2.5 in 12) 4(20.00'; Mean roof height, feet 1;00 ; 1. 1609.6.2.4 ht & exposure adjust coefficient, Table 1609.6.2.1(4) Pg 297 Roof angle (Main Windforce- Resisting System) I ' ; :10 7 ,r DDegrees l a*W.;;,n1 1 • �F• .( ,y _• �,'r l: t i; A , Equation 16 - 34: p, =I I. P,,p x 1. .� �k y { Governing PSF Pressure Case 1 Case 2 Case 1 Case 2 Case 1 Case 2 Zone Ps Ps PSF P5F PSF P5F A 11.5 11.5 115 B -5.9 -5.9 -10.0 C 7.6 7.6 10.0 D -3.5 -3.5 -10.0 E -13.8 -13.8 -13.8 F -7.8 -7.8 -10.0 6 -9.6 -9.6 -10.0 H -6.1 -6.1 -10.0 EoH -19.3 -19.3 -19.3 6 -15.1 -15.1 -15.1 Armour linede$er Engineering, Ina 13450 RE 2712 PI., 282W 200 OWrw,w• 00000 (42) 011-0010 F. (422)014-0020 Prepared b1B111 A bate: Job Numbe 5163 Page: Job Name Tukwila Comm. Center MetWind design 6/23/05 2/W Wind design -per 2003 Internation Building Code, 1609.6.1 Simplified Wind Load Method (continued) Building Dimensions Transverse (wind perpendicular to ridge or long axis o f flat roof bldg) Parallel to ridge: Perpendicular.to ridge: Mean Roof Height: Eave Height Roof Height Eave Overhang Rake Overhang Wall height tributary to fdn "a" dimension: SAN! NEIGHT Figure I609.6.2.1 Main Windforce Loading Diagram Feet 10 P5F MIN • per 1609.6.2.2.1 RBFIER$NCIE V CORNIER I.ongltud (wind parallel to ridge or In axis of flat roof bldg) (per footnote 10, Figure 1609.62.1) Ammer Lmderfer Engineering, Inc 13456 8E 27th IM., Sake 200 Bellevue, Wa 96005 (425) 8140949 Fax: (425) 6140950 Prepared by: Bill A Job Number: 5163 bate: Page: Job Name Tukwila Comm. Center Mech. Unit Wind design 6/23/05 3/W Wind design -per 2003 Intsrnotion Building Code, 1609.6.1 Simplified Wind Load Method (continued) INV Zone A • B C D 0.0 Transverse Wind Base Shear Wind tribut. to dia . hragms: Height Width Area 18.0 16.0 0.0 18.0 0.0 18.0 68.0 1224.0 0.0 Pounds Pounds 68.0 eti r 288.0 Wind PSF 11.5 -10.0 10.0 -10.0 (lower 5 feet of wall neglected) Total Effective Load /Zone Load /Zone 3,312 0 12,240 0 18,864 3,312 0 12,240 0 18,864 Zone Wind Total Wind Length Width Area PSF Load on Zone Zone E 18.0 52.0 936.0 -13.8 - 12,917 F 18.0 52.0 936.0 -10.0 -9,360 6 64.0 50.0 3200.0 -10.0 - 32,000 H 64.0 50.0 3200.0 -10.0 - 32,000 EOH (Eave overhang) 18.0 2.0 36.0 -19.3 -695 GOH (Eave overhang) 64.0 2.0 128.0 -15,1 -1,933 Transverse Wind Gross Uplift Transverse Wind Net Uplift (using .6 DL per 1605.3.1 EQ #16.11) (minus sign Indicates net uplift exists) Pressure Zone Size, Area and Loads (feet and pounds) (note: Per Figure 1609.6.2.1 Footnote 7: total horiz load shall not be less than assuming px = 0 in zones B 8 D) 'II, TITZTEM a l�--vy m 'F. » Avg Height Width Zone A 18.0 16.0 C 18.0 68.0 Longitudinal Wind Base Shear Wind Tributary to Diaphragms (lower 5 feet of wall neglecte Zone Area 288.0 1224.0 Table Page 2/W Wind PSF 11,5 10.0 Total Wind Load on Zone 3,312 12,240 , r ' 1 1;4„ •- Zone Wind Total Wind Length Width Area PSF Load on Zone Zone E. 50.0 16.0 800.0 -13.8 - 11,040 F 50.0 16.0 800.0 -10.0 -8,000 6 50.0 68.0 3400.0 -10.0 - 34,000 H 50.0 68.0 3400.0 -10.0 - 34,000 EOH (Rake overhang) 2.0 18.0 36.0 -19.3 -695 GOH (Rake overhang) 2.0 68.0 136.0 -15.1 -2,054 Longitudinal Wind Gross Uplift • �; %0 Longitudinal Wind Net Uplift (using .6 DL per 1605.3.1 EQ #16.11) --► Ey ,4'; 0>g*TI^ Armour Unsderfer Engineering, Inc 13456 SE 27th PI., Salts 200 Bellevue, Wa 98005 (425) 014-0949 Fax: (425) 614-0950 Wind design -per 2003 Internatlon Building Code, 1609.6.1 Simplified Wind Load Method (continued) t 1 Q d ;�•3 _ ,13.k. y tig4i4[i ..l Roof Zone A 3312 0 6800 Prepared by Bill A bate: 6/23/05 Job Numbei 5163 Page: 4/W Job Name Tukwila Comm. Center Mec Wind design C b Total Story Shear This page not required for this project 10112 Zone A C 3312 6800 Total Story Shear 10112 yj • � � � r L ✓ 'F,. 0 �� ' •5 •a +�23i•.I :':.%).. `T L��?e�.aL S t�Ie :.u..abaR� ' Equation 16 -35: p,,,, =I Z,,, P 0 �'.1.g F l � � � ,.. 1' a. F � - ..�• t]�,� '+�] �, Y,• i,� #+,� y i • x ' }� t '.3 ��i''oS�}Tl:: 1 '�•r,,, i' • °a .� ' ;3�'�t3 4 .':1 . Wind Area Net Design Pressure Pram Prat PSF P5, Governing PSF Pos Neg 10 5.3 -13.0 5.3 -13.0 10.0 -13.0 20 5.0 -12.7 5.0 -12.7 10.0 -12.7 1 50 4.5 -12.2 4.5 -12.2 10.0 -12.2 1 100 4.2 -11.9 4.2 -11.9 10.0 -11.9 2 10 5.3 -21.8 5.3 -21.8 10.0 -21.8 2 20 5.0 -19.5 5.0 -19.5 10.0 -19.5 2 50 4.5 -16.4 4.5 -16.4 10.0 -16.4 2 100 4.2 -14.1 4.2 -14.1 10.0 -14.1 3 10 5.3 -32.8 5.3 -32.8 10.0 -32.8 3 20 5.0 -27.2 5.0 -27.2 10.0 -27.2 3 50 4.5 -19.7 4.5 -19.7 10.0 -19.7 3 100 4.2 -14.1 4.2 -14.1 10.0 -14.1 Walla a*- K.. -:;. ,, ,, g9 .h l '� �k r. �d i�� ?y B}^ a'1 fi�.t�� � ., � 4:„.''1., . rs ? s •, c° . ,�r 3 :ir. w' � i s r ,'i �L .� .., .. 5.: � c ' .:ti....� :, ..,L 2 ..� > ... _ �O�l�l. <i a f l 7,?:: 1�..: .M �:.:•. ,!!� _ab:. 4 10 13.0 -14.1 13.0 -14.1 13.0 -14.1 4 20 12.4 -13.5 12.4 -13.5 12.4 -13.5 4 50 11.6 -12.7 11.6 -12.7 11.6 -12.7 4 100 11.1 -12.2 11.1 -12.2 11.1 -12.2 4 500 9.7 -10.8 9.7 -10.8 10.0 -10.8 5 10 110 -17.4 13.0 -17.4 13.0 -17.4 5 20 12.4 -16.2 12,4 -16.2 12.4 -162 5 50 11.6 -14.7 11.6 -14.7 11.6 -14.7 5 100 11.1 -13.5 11.1 -13.5 11.1 -13.5 5 500 9.7 -10.8 9.7 -10.8 10.0 -10.8 Armour Unederfer Engineering, Inc 1 13456 SE 2711, PI., Sake 200 Bellevue, Wa 98005 (425) 6144949 Fax: (425) 614-0950 Wind design -per 2003 Internation Building Code, 1609.6.1 Simplified Wind Load Method (continued) Prepared by: Bill A bate: 6/23/05 Job Number 5163 Page: 5/W Job Name Tukwila Comm. Center Mech. Wind design 10 PSF MIN per 1609.6.2.2.1 NEFEEMEERAtAr. ,4 (Refer to Figu'a 1609.6.2.2 IBC) Building Type: Flat Roof I . Interior Zones Area Zone # assure (Pf Net Uplift Net . Long Wall 1512.0 4 10.0 4 O N g O N 2 g N N N N in m In Of 0.0 10.0 -10.8 , !,,,t 31 10.0 Short Wal 1512.0 4 10.0 1 Y As 10.0 10.0 0.0 10.0 - 10.8 1,, 10.0 Roof 7056.0 1 10.0 -, + t ' `�., 10.0 10.0 - 11.9 -4.8 End Zones Long Roof 672.0 2 10.0 , r :4:� -14.1 -7.0 Short Roof 672.0 2 10.0 ar`';(&Ya ` g -14.1 -7.0 Walls 144.0 5 11.1 * ?' % /, �, l' ; - 13.5 ; , � *� j ' ... rJ: Corner Zones • Roof 64.0 3 10.0 = z ' 'w' .` f -19.7 -12.6 Roo f y '., t :: Ridge 0.0 2 0.0 ; * : ,fir -r 0.0 7.1 Hips 0.0 2 0.0 ' '' 0.0 7.1 �n�G'� ys� f 't a F ,Iii Ft.`4 :. ;'r.?,`r , Ata lii3 l�.li' 1 :. •;3.4 3rw .k.,,,, ... .t,v.YS+. •y7�: ;t 'L M .�` Equation 16 -35: N =I I„ P Wind Net Design Net . Governing PSF Zone Area Pressure PMtb P5F O N g O N 2 g N N N N in m In Of 0.0 10.0 10.0 0.0 10.0 10.0 0.0 10.0 10.0 0.0 10.0 10.0 0.0 10.0 10.0 0.0 10.0 10.0 0.0 10.0 10.0 0.0 10.0 10.0 i Armour Unederfer Engineering, Inc 13456 SE 27th M., Sake 200 tlekewe, We 98005 (425) 614.0949 Fax: (425) 814.0950 J Prepared Bill A Date: 6/23/05 Job NumI 5163 Page: 6/W Job Natty Tukwila Comm. Center Mt Wind design Wind design -per 2003 Internation Building Code, 1609.6.1 Simplified Wind Load Method (continued) 10 P5F MIN per 1609.6.2.2.1 (minus sign indicates that net uplift exists) Project: / IIKWWh. 63,41 ci. eFim7F fe...:' 1U--mt 44•4. LhJ -,- E n •lf C/ /; Pg64,S . Address: iboo Iti-Y r ,L'(F3" 'rn<.t.....t►r_ . , 11, I. ` ? ^'jt;k; Ver. 57&2 - Client:( d f t"t �- ^�'lt���l�r� /�f,S:.G!)I'�'Jt..l�� �1.°" r � t;'!h'�:, r,A�4C�.�• >x.,_i Date:. . �1 c^- r.9 �`�C�J Job No. V-O t /V6Xre-Prt-Ft.39 Z.4.1 Cvaz �,) ) eke.. LE L4 g:12brs`oF LN rr- ovo 0vg.t r! 1 r` t:.r...a ) Hw3 FuP.L►t-A l )2. 1 �. .1z-Ti ter IZOO c Armour Unsderfer Engineering A 13456 SE 27th PI., 200, Bellevue, WA 98005 A (425) 614 -0949 t August 5, 2005 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Attn: Ken Nelson COMFORT MECHANICAL INCORPORATED Re: Application M05 -110 Per my voice message on Thursday the 4 this tenant space is currently occupied. The existing space is conditioned with baseboard electric heat. The tenant would like to install a rooftop gas packaged unit to both heat and cool the space. If you have any further questions please call. d HVAC Service & Construction 6830 S. 220th Street • Kent, Washington 98032 Phone: (425) 251 -9840 • Fax: (425) 251 -9871 www.comfortmech.com INCOMPLETE RECEIVED CITY OF TUKWILA AUG - 5 2005 PERMIT CENTER No 110 July 26, 2005 Joffie Sechier 6830 S 220 Street Kent, WA 98032 Dear Mr. Sechier: City of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 1 Development Permit Application M05 -110 Southcenter Foundation — 1000 Industry Drive, Building #30 This letter is to inform you that your application received at the City of Tukwila Permit Center on July 25, 2005, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Buildine Department: Ken Nelsen, at 206 - 431 -3677, if you have questions concerning the following: 1. Provide documentation that the existing building to be heated or cooled complies with the Washington State Energy Code — section 1133. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) 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. • cerely, u Si , t Dull. renda olt, Permit Coordinator Enclosures File: Permit File No. M05 -110 p: \\1kendaW105 -110 — incomplete hr #1.doc bh A 1 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 ti DEPARTMENTS: 104 tOU Building Oi ivision Public Works ❑ PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M05 -110 DATE: 8 -5 -05 PROJECT NAME: SOUTH CENTRAL FOUNDATION SITE ADDRESS: 1000 INDUSTRY DR Original Plan Submittal X Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued Fire Prevention Structural n Planning Division Permit Coordinator g DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8-9-05 Complete Incomplete ❑ TUES /THURS RO TING: Please Route Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slIp.doc 2-28-02 No further Review Required DUE DATE: 9-6 -05 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVIEWER'S INITIALS: DATE: Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 1 DEPARTMENT : Bui ding kilOr Public Works ❑ Complete ❑ APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 Incomplete PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M05 -110 DATE: 7 -25 -05 PROJECT NAME: SOUTHCENTER FOUNDATION SITE ADDRESS: 1000 INDUSTRY DR X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued �pS� 5tz w 1- Fire Prevention Structural ❑ Planning Division Permit Coordinator a DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 7-26-0 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: �'u0' LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg [74 Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 8-23-0 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: REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Ins ector or Plans Examiner S CU-A Project Name: - SOUTHCENTFR FOUNDATION Project Address: 1000 Industry Drive l , 3 Contact Person: Joffie Sechier ' hone Number :pPO.1/ Summary of Re 'si n: .� , l.. �' . 1� ■ M ! S !e� �- V.►^Tl Plan ChecWPermit Number: M05 -110 v 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.tulnvila.wa.ns Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \ applications \torms - applications on line \revision submittal Created: 8 -13 -2004 Revised: Steven M Mullet, Mayor Steve Lancaster, Director. RECEIVED Crri OF TUKIMI.A 116 - 5 -7 — PERMIT CENTER l:. 1 — Li — cense Information i License COMFOM1015LA Licensee Name COMFORT MECHANICAL INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601954041 Verify Workers Comp Premium Status Ind. Ins. Account Id Business Type CORPORATION Address 1 6830 SO. 220TH STREET Address 2 City KENT County KING State WA Zip 98032 Phone 4252519840 Status ACTIVE Specialty 1 AIR CONDITIONING Specialty 2 SHEET METAL Effective Date 6/1/1999 Expiration Date 6/1/2006 Suspend Date Separation Date Parent Company Previous License COMFOP*064D2 Next License Associated ......----....,. License Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Home Safety Claims & Insurance Workplace Rights ' Trades ft Licensing I Look Up a Contractor, Electrician or Plumber 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. [1 Owner Information Topic Index I Contact Info 1 Find a Law or Rule Get a Form or Publication https://fortress.wa.gov/lni/bbip/Detail.aspx?License=COMFOMI01 5LA 08/22/2005 ce 00 w u., u j g -J u . LU Z I— 0 Z LU D co 0 CI I- 11J w I 0 • Z 0 4 i CCAA CG 4 COMF.Qr I015 06/O 10.06;; EFFECTIVE DATE • 0601/1999 COMFORT ';,MECHANI CAL INC 6830 . SO : 220TH: STREET- KENT WA':98032 LICENSED' AS ;PROVIDED BY .LAW AS • ,., c'= ELECrr.CONTR;. /:RFRG: �ti- -.r; �- : v = rs� *; ;�rgi. `s; "y�,_''. Etgti �, 4.�'�_I:j i;i .,i• - .• irk' `' � �iF,ol.�.isti.�.:c :I� -�".` � .i�V I?; � t i nn - 7eX' *�C:i'. ��' � r.:t EG6A a ' 04 413 �031J40'lr/120"'0G EFFECTIVE . DATE' ... ;`:.0.3/,01/2000 DEPARTMEIWT - OF'LABOR "AND. INDUSTRIES