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Permit M10-087 - HAYWARD BAKER
HAYWARD BAKER 11022 EAST MARGINAL WY S M10 -087 City A-Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa. us MECHANICAL PERMIT Parcel No.: 0323049168 Address: 11022 EAST MARGINAL WY S TUKW Project Name: HAYWARD BAKER Permit Number: M10 -087 Issue Date: 07/13/2010 Permit Expires On: 01/09/2011 Owner: Name: EMW SOUTH L L C Address: 3006 NORTHUP WAY STE 303 , BELLEVUE WA 98004 Contact Person: Name: MIKE SCHEFFLER Address: 11021 128 PL NE , KIRKLAND WA 98033 Email: METRO.AIR @COMCAST.NET Contractor: Name: METRO AIR INC Address: 11021 128 PL NE , KIRKLAND, WA 98033 Contractor License No: METROAI995RC Phone: 425 - 922 -9198 Phone: 425 889 -8224 Expiration Date: 12/03/2011 DESCRIPTION OF WORK: INSTALL (3) 4 -TON ROOF TOP UNITS AND DUCT WORK Value of Mechanical: $23,000.00 Fees Collected: $423.31 Type of Fire Protection: UNKNOWN International Mechanical Code Edition: 2009 Permit Center Authorized Signature: (6V'' Date: G154 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 performance of work. I am authorized to sign and obtain this mechanical permit. Signature: Print Nam ' • ?L.� Name �.. \kr Date: ) )11—X) This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IMC -4/10 M10 -087 Printed: 07 -13 -2010 • • C 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 Parcel No.: 0323049168 Address: 11022 EAST MARGINAL WY S TUKW Suite No: Tenant: HAYWARD BAKER Permit Number: M10 -087 Status: ISSUED Applied Date: 06/28/2010 Issue Date: 07/13/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Readily accessible access to roof mounted equipment is required. 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: 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: 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. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: 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 M10 -087 Printed: 07 -13 -2010 • City of Tukwila n/ \Z 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 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 construction or the performance of work. '%'-4"A Signatur_ ' -' Print Name: YTh"Ni - 1� s \''--''C \\r` Date: ordinances governing or local laws regulating doc: Cond -10/06 M10 -087 Printed: 07 -13 -2010 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us SITE LOCATION Mechanical Permit No. 111. 10 - O g 7 Project No. (For office use only) MECHANICAL PERMIT APPLICATION 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 ** King Co Assessor's Tax No.: o3,2.302-1- 6 Q Site Address\_\ Tenant Name: �p \1 csl%Q8' 12;10.,W=`■tz, Property Owners Name � -�-� c)q..v kN +'1 Mailing Address: jQ®L Wt'',''`P �,�: 'j City Suite Number: New Tenant: Floor: Yes ❑..No " State Zip CONTACT PERSON - Who do we contact when your permit is ready to be issued Name: Cyr tc3. tN-a" Mailing Address •\. `'`%:• Day Telephone ' "\ "-" C\SP `■ > \ (r33 E -Mail Address: c1/4\-* City State Zip Fax Numbei,�1J MECHANICAL CONTRACTOR INFORMATION Company Name ■ 13 L g '��\ \r".1§1).. i \. C�►�". Mailing Address. Person: 1 ll5 Cz'` C V,i E -Mail Address: 1 9(; \42_ 'r co QA4 tzes Contractor Registration Number'\ \ «`v . <T c\L '(■\ \,s.6\ c)Nkv33 City Day Telephone: Fax Number: ~' Expiration Date: State ARCHITECT OF RECORD All plans must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: City Day Telephone: Fax Number: State Zip ENGINEER OF RECORD All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: H:\Applications\Forms - Applications On Line\2009 Applications \1.2009 - Mechanical Permit Application.doc Revised, 1 -2009 bh City Day Telephone: Fax Number: State Zip Page 1 of 2 Valuation of Project (contractor's bid price): $Q Si% Scope of Work (please provide detailed information)? .-4, \42 y \' '_`(S • Use: Residential: New .. Commercial: New Replacement Replacement Fuel Type: Electric ❑ Gas ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type:;` Qty Boiler /Compressor; Qty Furnace <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 System Incinerator — Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm /Ind PERMIT APPLICATION NOTES - 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 extension of time for additional periods not to exceed 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 OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDIINNG OWNER OR Signatu_ Print Name: Mailing Address: ENT: Day,Telephone: c\ c\V \i State Zip Date Application Accepted: t ` ^ T U Date Application Expires: Staff Initials: Iv,AUU1/(` H:\Applications\Forms- Applications On Line\2009 Applications \1 -2009 - Mechanical Permit Application.doc Revised: 1 -2009 bh Page 2 of 2 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 RECEIPT Parcel No.: 0323049168 Permit Number: M10 -087 Address: 11022 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 06/28/2010 Applicant: HAYWARD BAKER Issue Date: Receipt No.: R10 -01180 Initials: User ID: Payee: WER 1655 Payment Amount: $423.31 Payment Date: 06/28/2010 02:32 PM Balance: $0.00 METRO AIR INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 4592 423.31 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES PLAN CHECK - NONRES 000.322.102.00.00 338.65 000.345.830 84.66 Total: $423.31 PAY E T RFCEIVFD doc: Receiot -06 Printed: 06 -28 -2010 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 -3670 Permit Inspection Request Line (206) 431 -2451 /21i0.Ot5 7 Project: is14 ye4/gR4)- ,d ,4#,P Type of Inspection: ,,=',. A.4074 Address: 1/022 e ,n, ' /V'U Date Called: c' 0 0,72„ AApp y _ 4,„,e,,6' Special Instructions: r el g I 6'23/ -- O/ Date Wanted: a.m. Requester: Phone No: a0 b -92 7 6.6,7,4 6e- Approved per applicable codes. Corrections required prior to approval. COMMENTS: I , /.1t (/'//tJ?1/ 0 0,72„ AApp y _ 4,„,e,,6' ,/d� t : rri 6e- r.,_ 6 e eir4 4 _ bra- i-f 1 Date: 3-2 S --1/ 11 R (N PECTION FEE RE UIRED. Prior o next inspection. fee must be fii 6300 Southcenter :lvd.. Suit 00. Call to schedule reinspection. 1 /04‘ INSPECTION RECORD Retain a copy permit ermit INSPECTION NO PERMIT NO. • . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 (206) 431 -3670 Project: A Type f Inspection: Kav 6 ., t Address: Address: 0 C. Date Calle_ r�- At Sp • cia Instructions: • _ Date Wanted: . • i r (3 a.m. (0 `Mlrtr' Requester: Phone LNo: ed. — .367 -8' p1Z proved per=applicable• codes. orrections required prior to approval.. COMMENTS: 'crY Ai C 8 it-t;tf- kef..):* ,'d ,/ 1 .:Ale Acerx— es S --,-.. .1 - S-e_c__ R. d T f 4P7 f? 6 i c?` fo K1 e e,ek -e Ai C. -141-cs.47? s1. TD f` o,‘ -`-v r et 4 r-.4. f 5- A A N Inspect Date: n REINSPECTION FEE REQUIRED: Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • ) INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. \im Mio -O87 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr 'eQ� ct: �Ai,� A /�c TYPI6I t UA on-`---1" AJ e.S1 Address: i Date Called: Special Instructions: Date Wanted m 4 Requester: Phone % 0 �1.? 6 7 _0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: t i Oic cz.c ALY1 • ct •'r: A REINSPECTIOEE REQUIRED. Prior to inspection, fee must be at 6300 Southcent r Blvd., Suite 100. Call to schedule reinspection. f Date: !3 -1t7 Receipt No.: Date: cox Datl /Time OCT- 1O-2010(SUN) 20:11 Oct 11 2010 4:O1AM HP LRSERJET FAX 4258223282 4258223282 METRO AIR INC 11021 128 PLACE NE * KIRKLAND, WA 98033 Mike A Scheffler (425) 922 -9198 * Ash T Hanlon (425) 260 -6849 P. 001 page 1 Rio FACSIMILE TRANSMITTAL TO: Brian Moorman From: Mike Scheffler COMPANY: MMI Services DATE: 10 -10 -10 FAX NUMBER: (425)369 -8656 PHONE NUMBER RE: NUMBER OF PAGES INCLUDING COVER 5 SENDER REFERENCE NUMBER 425- 822 -3282 URGENT FOR REVIEW NOTES AND COMMENTS Brian: LEASE COMMENT PLEASE REVIEW Here is the air balance report for final at Hayward Baker TI. If Jason or yourself are heading to job site could you please get it there. I have also attached my final billing for Job. If you have any questions feel free to give me a call. Thank you, . U& a Sche 411x Date/Time OCT-10-2010 (SUN) 20:11 Oct 11 2010 4:01FIM HP LASERJET FAX gaildh. I coasmovaisoceint NEATING MaCCOUFOG UMW &MC cow aannwar • . EQUIPMENT # TQNSt •g CFM: /gap 246/ INDOOR' BLOWERNOTOR AMPS: $ ". 0 ILA-.. Apo ZIP OUTDOOR IlLOWOJrNIGTOR AMPS: 7.0 -FLA .33 AIP 1ST. STAGE COMP: /Li. /Z-LPit 2N0. STAGE COMP: 4258223282 4258223282 AIR BALANCE REPORT JOB NAME: I4A1ttitift LOCATION: *.a..77-i4- Seotxrrz.e" •1.14.444,1A441-- DATE: Ao-6--/O P. 003 page 3 MODEL , 560 A,- /3C • SERIAL 374o • MAX.:CIRC. AMPS: # SIZE DESIGN TEST 1 TEST 2 27./eY5-71/., ACTUAL: Z. 7 ACTUAL: /. ACTUAL: •/ ACTUAL: .11 TEST .3 FINAL . •-• Rx Dat6 /Time OCT- 10- 2010(SUN) 20:11 Oct 11 2010 4:O1AM HP LASERJET FAX IMAM =WOW eliatentil •. uouso too® aura 4258223282 4258223282 P. 004 Page 4 AIR BALANCE REPORT A - JOB NAME: PAYLIARIS. Epitje.R- LOCATION:_saw: � r i iA 4 4*--94V DATE: /0 -6-- /O EQUIPMENT # - tF TONS; CFM: ._. ,w MODEL dM..: VOLTAGE: , .a aF7i r MAX'..CIRC AMPS 3 �`!h ' , SERIAL I/ ift/ ,,:Z/r7,5 INDOOR BLOWERMO'TOR AMPJ:. a r. :n /„ ACTUAL:...:. Z. 9 . OUTDOOR BL•:O{ R�MOTOR {.AMPS:. 1ST.. STAGE 'COMP:,:. N. 6 7 LA . ACTUAL: / � ACTUAL: 2N0. STAGE COMP:. .. TO ACTUAL:. N SIZE DESIGN TEST 1 TEST 2 TEST .3 235Z 2.78Z FINAL R71 I '.: ;E:90. .00 ?re/ . , ..70.9.. z [13'- 3 547 3 7� 32-3 3 7e .cg � • i• ._ 3 .63 310 .. 26 U 3-55 • I 1 Nx.Dat'e /Time OCT- 10- 2010(SUN) 20:11 Oct 11 2010 4:01AM HP LASERJET FAX EQUIPMENT # TONS: MODEL #. INDOOR a'OVNEFt 11 oroniRMR'5.:.. OUTDOOR BL 4VL.R MOTOWAMPS: 1ST.. STAGE :COMP: 2ND. STAGE COMP;. .4C j # SIZE 4258223282 4258223282 AIR BALANCE. REPORT JOB NAME: AN LOCATION: DATE: P. 005 page 5 CFM: _,; VOLTAGE:. .�: > a MAX. CIFIC' AMPS A A SERIAL #4n22i2C_2LL_ ACTUAL. '�. • — "- "- -»,�.� "--- -- ACTUAL:. . • 4COS / 723 • 'DESIGN. . T .1 , LEST 2 Permit No. ""riTeaf !a rn,�..�1 ' Modehnlurriber Ysed4$@3E11` * co0* " * * *03 ' ---- Customer: Project: Name: Metro Air Unit function Airflow Design Airflow Tonnage Cooling Entering WB Ambient Temp Heating EAT Design ESP Evaporator Fin spacing Evaporator face velocity Max. unit operating weight Rated capacity (ARI) 3 -10 Ton R410A PKGD Unitary Gas /Electric Rooftop DX cooling, gas heat Convertible configuration 1600cfm 4 Ton 67.00F 95.00F 70.00F 0.500in H2O Unit efficiency Airflow Application Fresh air selection Cooling Entering DB Ent Air Relative Humidity Heating capacity Voltage Evaporator rows 20� Min. VIEWED FOR orator face area unit operating weight 48h60DE COMPLIANC 'RAE 90.1 tai jiy c' 3' Standard efficiency Downflow Econ -dry bulb 0 -100% 3hp 80.00F 51.08% Medium gas heat 3ph 208 - 230/60/3 4.00Each 7.71sq ft 563.0112 Yes Main Cooling IPLV @ ARI Evap Coil Leaving Air Temp (WB) Cooling Leaving Unit WB Gross Sensible Capacity Net Total Capacity Net Sensible Heat Ratio Dew Point Refrig charge (HFC -410A) - ckt 2 Saturated Suction Temp Circuit 1 Saturated Suction Temp Circuit 2 0.0` PLV 57.01F 57.32F 37. }BMBh City of Tukwila 47.39MBh O56.1. LDING DIVISIO OF- - -- 0.0Ib 52.6672286987305 0 Evap Coil Leaving Air Temp (DB) Cooling Leaving Unit DB Gross Total Capacity Gross Latent Capacity Net Sensible Capacity n motor heat frig charge (HFC -410A) - ckt 1 Saturated Discharge Temp Circuit 1 Saturated Discharge Temp Circuit 2 58.43F 60.00F 49.45MBh 12.17MBh 35.12MBh 2.15MBh 7.4Ib 120.267395019531 0 Dehumidification IPLV @ ARI 0.0IPLV Main Heating IPLV @ ARI Output Heating Capacity Heating LAT 0.0IPLV 64.00MBh 107.30F Input Heating Capacity Output Heating Cap. w /Fan Heating Delta T 80.00MBh 66.15MBh 37.30F Motor /Electrical IPLV @ ARI Field supplied drive kit required Indoor RPM Outdoor Motor Power System Power MCA Compressor 1 RLA Condenser fan FLA Exhaust fan power 0.OIPLV None 927rpm 0.32kW 4.31 k W 25.20A 14.60A 2.00A 0.65kW Component SP Indoor mtr operating power Indoor Motor Power Compressor Power SEER/EER @ ARI MOP Compressor 2 RLA Evaporator fan FLA 0.1201n H2O 0.61bhp 0.45kW 3.53kW 13.0EER 35.00A 0.00A 5.00A RECEIVED JUN 28 2010 PERMIT CENTER DX Cooling, Gas Heat 3 -10 Ton Major design sequence Major design sequence Unit controls Electro mechanical controls 3 ph Page 1 } Refrigeration controls Frostat and crankcase heater 3ph Field installed accessories 3 5/8' EVAPORATOR SECTION ACCESS PANEL CONDENSER FAN CONDENSATE DRAIN (ALT) 3/4 " -14 NPT DAI. HOLE 14' 9 1/4" 15 1/2' 4' 16" 24' RETURN 4 3/16' SUPPLY AI t 4 9/16" ONDENSER COIL NIT CONTROL WIRE 7/8• DIA HOLE SERVICE GAUGE PORT ACCESS 1 3/8' DIA. HOLE NIT POWER WIRE ONTROLAND COMPRESSOR ACCESS PANEL NPT GAS CONNECTION ISOMETRIC - PACKAGED THROUGH THE BASE ELECTRICAL (REQUIRES FACTORY INSTALLATION) 2 13/16" !f ` 23 1/2" THROUGHTHE BASE CONDENSATE 1/2' GAS CONNECTION 4 7/8 "--) 5 1/16 " —, —27 9/16' DOWNFLOW- PENETRATION 3 11/16" 17 1/4" 8 7/8' 13 1/4' 3 3/16" CONDENSATE 89 7/8' HORIZONTAL- PENETRATION 36 AIR FLOW r 1' s N 7- 14 3/4" RETURN SUPPLY o . ff P 9 5/8' 55I13 T1 1 ,1T 3 11/16" 17 1/4" 8 7/8' 13 1/4' 3 3/16" CONDENSATE 89 7/8' HORIZONTAL- PENETRATION 36 AIR FLOW r 1' s N 1/4" 1 201/4" o . ff P 9 5/8' 55I13 Ill 1 ,1T 4 1/4'- 5 9/16' 7 5/8' 44 1/4" R IGHT- PACKAGED Page 3 AMBO HORIZONTAL AIR FLOW • MAW' RETURN 314' -14 NPT DRAIN CONNECTION 23 9116" ISOMETRIC- PACKAGED COOLING Page 4 Miff ELECTRICAL /GENERAL DATA GENERAL (z)(i)tal Model YSCO4BE Oversized Motor HEATING PERFORMANCE HEATING - GENERAL DATA Unit Operating Voltage 187 -253 MCA N/A Unit Primary Voltage 208 MFS• N/A Heating Model Medium Unit Secondary Voltage 230 MCB N/A Heating Input (Btu): 80.000 Unit Hertz: 60 Heating Output (Btu) 84,000 Unit Phase. 3 No Burners 2 No Stages 1 SEER 13 0 Standard Motor Field Installed Oversized Motor Gas Inlet Pressure MCA 25 2 MCA N/A Natural Gas (M in/M ix) 4 5/10 5 MFS 35.0 M FS N/A LP (Min /Max) 100/13.0 MCB' 35 0 MCB N/A Gas Pipe Connection Site 1'/ 2' INDOOR MOTOR Sanderd Motor Oversized Motor Field Installed Oversized Motor Number 1 Number N/A Number: N/A Horsepower 1.0 Horsepower N/A Horsepower N/A Motor Speed (RPM) — Motor Speed (RPM) N/A Motor Speed (RPM): N/A Phase 3 Phase N/A Phase N/A Full Load Amps: 5.0 Full Load Amps N/A Full Load Amps: N/A Locked Rotor Amps 32 2 Locked Rotor Amps N/A Locked Rotor Amps. N/A COMPRESSOR Circuit 1/2 OUTDOOR MOTOR Number 1 Number 1 Horsepower 3 8 Horsepower 0.33 Phase. 3 Motor Speed (RRM) 1015 Rated Load Amps. 14.6 Phase 1 Locked Rotor Amps: 91.0 Full Load Amps 2.0 Locked Rotor Amps' 8.6 POWER EXHAUST ACCESSORY C3) FILTERS REFRIGERANT (2) (Field Installed Power Exhaust) Type R -410 Phase: N/A Type Throwaway Horsepower N/A Furnished Yes Factory Charge Motor Speed (RPM)' NIA Number 2 Ciruit #1 74 Full Load Amps: N/A Recommended 20'x304x1' Ciruit #2 N/A Locked Rotor Amps- N/A NOTES: 1. Maximum (HACR) Circuit Breaker sizing is for installabons in the United States only 2. Refrigerant charge is an approximate value For a more precise value, see unit nameplate and service instructions 3 Value does not include Power Exhaust Accessory 4. Value includes oversized motor 5. Value does not include Power Exhaust Accessory 8. EER is rated at ARI conditions and in accordance with DOE test procedures Page 5 PACKAGED GAS /ELECTRICAL CORNER WEIGHT INSTALLED ACCESSORIES NET WEIGHT DATA ACCESSORY WEIGHTS ECONOMIZER 76.0 Ib MOTORIZED OUTSIDE AIR DAMPER MANUAL OUTSIDE AIR DAMPER BAROMETRIC RELIEF OVERSIZED MOTOR BELT DRIVE MOTOR POWER EXHAUST THROUGHT THE BASE ELECTRICAL ( FIOPS) UNIT MOUNTED CIRCUIT BREAKER ( FIOPS) UNIT MOUNTED DISCONNECT (FIOPS) POWERED CONVENIENCE OUTLET ( FIOPS) HINGED DOORS ( FIOPS) HAIL GUARD SMOKE DETECTOR. SUPPLY / RETURN NOVAR CONTROL STAINLESS STEEL HEAT EXCHANGER REHEAT ROOF CURB 61.0 Ib BASIC UNIT WEIGHTS CORNER WEIGHTS CENTER OF GRAVITIY SHIPPING NET O 175.0 Ib © 101.0 lb (E) LENGHT (F)WIDTH 836 0 Ib 563 0 Ib O 145.0 Ib DO 147 0 Ib 31' 19' NOTE 1 CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY 2. TO ESTIMATE SHIPPING WEIGHT ADD 5 LBS TO NET WEIGHT. 3. BASIC UNIT WEIGHT DOES NOT INCLUDE ACCESSORY WEIGHT TO OBTAIN TOTAL WEIGHT. ADD ACCESSORY NET WEIGHT TO BASIC UNIT WEIGHT 4 WEIGHTS FOR OPTIONS NOT LISTED ARE >5 LBS. PACKAGED GAS / ELECTRICAL RIGGING AND CENTER OF GRAVITY Page 6 CLEARANCE 36' CLEARANCE 48' #f CLEARANCE FROM TOP OF UNIT 72' DOWNFLOW CLEARANCE 36' HORIZONTAL CLEARANCE 18' ROOF OPENING UNIT OUTLINE CLEARANCE 37' PACKAGED GAS /ELECTRIC CLEARANCE 40" 68 3/16" 37" 44 112" DOWNFLOW-ROOF OPENING Page 7 6 MAME ACCESSORY -ROOF TOP CURB OI J14 22 15/16 -14 9/16' - 1' 1 16 314' 1' ACCESSORY -ROOF TOP CURB 19716• Page 8 Peter A.Opsahl Structural Engineering, Inc. 720 Third Avenue • Suite 1611 • Seattle, WA 98104 • ph: 206.322.4518 • f: 206.322.4528 • www.paostructural.com STRUCTURAL CALCULATIONS Hayward Baker Building 11022 E. Marginal Way S. Tukwila, WA for McConkey Development by Peter A Opsahl Structural Engineering Inc. 4/28/2010 INCOMPLETE LTR# I REVIEWED FOR C ODE COMPLIANCE APPWIED JUL 12 2010 City of Tukwila BUILDING DIvICinni CITY OFETUItWILA JUL 0 7 2010 PERMIT CENTER IV Design Criteria Project Name: Hayward Baker T.I. Location: E. Marginal Way, Tukwila, WA Dead Roof: Loads: Memebrane roof 3.0 PSF 1/2" Sheathing 1.7 PSF 2x Sheathing 4.3 PSF 6x Purlins 1.5 PSF Glulam Beams 2.4 PSF Miscellaneous 2.1 PSF Total 15.0 PSF Live Loads: Snow 25.0 PSF Date: 4/2/2010 Soil Bearing: 2000 psf Frost Depth: 18" Floors: Flooring 0.0 PSF Topping 0.0 PSF 3/4" Sheathing 0.0 PSF TJI joists 0.0 PSF 5/8" Gypsum 0.0 PSF Miscellaneous 0.0 PSF Total 0.0 PSF Floor 40.0 PSF Seismic Loads: per 2006 IBC, Sect. 1613 & ASCE 7 -05, Chapter 11 Design Category = D Site Class = D Latitude ( °N) = 47.505 Longitude ("W) = 122.290 Building Ci= Height h„ = Period T= Ct(h„) "" = Se = 1.004 Importance = 1.0 R = 1.5 Ss = 1.506 S1= 0.520 (per 2002 USGS) (per 2002 USGS) 0.02 (wood) 16.5 ft. 0.16 sec. Walls: CMU 45.0 PSF 2x4 Framing 0.9 PSF 0.0 PSF Insulation 0.5 PSF 5/8" Gypsum 2.8 PSF Miscellaneous 0.8 PSF Total 50.0 PSF Wind 12.0 PSF Redundancy = 1.00 Fs = 1.000 SDS = 2 /3(FaxSs) = 1.004 F„ = 1.500 SD, = 2 /3(F„xS1) = 0.520 To= 0.2 *(SD7 /SDS) = 0.10 Ts =(SDi /SDS) = 0.52 Se =SDS if To <T <Ts, Sa= 0.6 *(Sos/To)*T +0.4 *SDS if T<T0, Sa =SD1/T if T>T8 Not greater than: Not less than: Design Category E or F; not less than: Seismic Design Coefficient: Seismic Weight Distrubution: Diaphragm Roof h, (ft.) w, (kips) 16.5 183.9 183.9 Cs SD1/T *(R/I) = 2.121 CS 0.044SDs *I = 0.044 CS 0.5S1 /(R/I) = 0.173 CS= SDs /(R/I) = 0.669 Cs = 0.669 h;w;(K -ft.1 w;h /sum(w,h,) 0 0 0 0 3026.5 3026.5 0 0 0 0 1 Design Base Shear (working str.) = 0.7 *( 0.669 * W) = 0.469 *W = F, (Ibs.) 0 0 0 0 86,158 86,158 lbs. Wind Loads: per SEAW RSM -03 (3 -sec. gust wind speeds) Inflation Wind Speed (MPH) Exposure Roof Pitch (x:12) Ki= K2= K3= KA=(1 +K1 *K2 *K3)`= 85 B 0 0.00 0.00 0.00 1.00 qs= 18.5 KZ= 0.59 Iw= 1.0 Wall (windward) Wall (leeward) Roof (windward) Roof (leeward) Ps = 10.9 X CRSM MFWRS CRsea PRSM (psf) 0.42 4.6 -0.51 -5.6 0.07 0.8 -0.59 -6.4 Sum Fi(lbs.) 0 0 0 0 86,158 Cladding (100 ft2) CRsee PROM (psf) Wall (field) -0.93 -12.0 Wall (edges) -1.05 -13.6 Roof (field) -0.83 -10.7 Roof (edges) -1.35 -17.5 Roof (O /H- edges) -1.87 -24.2 Roof (O /H- crnr.) -2.12 -27.4 5,- or570 1.P r, 40,5651v Duwamish, Washington, United States 1-' Lc • 122 Tiff ) " 0 mi 0.2 0.4 0.6 0.8 Copyright ®1988 -2004 Microsoft Corp. and /or its suppliers. All rights reserved. httpJ /www.microsoft.com/streets/ O Copyright 2003 by Geographic Data Technology, Inc. All rights reserved. O 2004 NAVTEQ. All rights reserved. This data includes Information taken with permission from Canadian authorities 0 Her Majesty the Queen in Right of Canada. 3 11\313<u -Irr,I> CjF:IS l +,C iAlf l6:irtt ; `,o rq& wAIN ` 4- -` 12'I' (/) % ( +'41,33,f2).. W�fANG. 111,4140* Cxi NC:.sWcyv( sue►. cz *. V ---11C0111- Pik), i • E`6d5Tlnlc, BeAmAs (ox:10 'S7F* `ar c= ,.; 4 ... - 3!o‘G, A. = l •• Qs' • �M = 150 g� ( ) I i ZrBC — AiPPE.om►yi hi - !wn_. u.dA I PcttT) 1b,625� 1.1,¢5" —20.2 i I $N (at0n..._: Ilo t _kb (1.625" 101-2 oc, 11.oM l)Nckl; {rn v6 (L e 't !i 113.5.� . Atli) 1�3:5,2) • N6,--4E7-1 ∎35; ! _ i ∎1!1 - SQ GSA U P o 0( ! � i pv 111 -'t ikt w1d cctWl�s a�� b.155"1� ; So o,sZ z.l.(ti52� 13g �O1i72 ..._.. (015` 0 -it't : . 231 2..1(0: Sz-)12.1,,411- - 415701-0 0 =. -i4 %. t °(1 M .). os- owsi i .. • i; •2S0 IG'PWp.!.....' CP= o�S_- uw�yt�n_irr - 12 :63'54 p lS I = 32,!�i3.. -W . wag = ;1.2(0:5 )O:IS dkr '1.11)! y 1 `I'I5�r' ! e t�1 -S Los Peter A.Opsahl Structural Engineering, Inc. 720 Third Avenue • Suite 1611 • Seattle, WA 98104 • 206.322.4518 • www.paostructural.com Project Designer Client Date Sheet Pxyc UT, )4,,%24.1' 1,6 -t (Lb* 0040 S p.6‘t.6 t 1�. Qutot Lo l0cr. 0 wn `bSb� �1►tNx�i ,,ft (65.0 C4;1027 2 30 gN.wDac, _, 0•s (21,x05 �t-�° 33,�11�# 5 . 1 L 6$(062)(1 %,5.3?e 171Y) = :5(.4.1091V E. iq,ti liVb11y..ya,05`f EW • 1.12.2.2; Svlfhit 1).>W .w� OQ +I't.S. _ W E:42; [rt. V ... 5 V1.AC, W k (Cu -) b (2,5ou+K� 5 , �y . 2 9 1.E 12oP .33 x LSD .\,Lino 4 I A g 3� -��` K`l l • t3�'�n'' \Jur' v l •70.1(. Pp es`, vR✓ 1 s �g '10.(,11)x150= I4OOb 1 .11 y 2•b-iX`tl,St- =git MZ j j • b9 ,3.(110)_.*_ (0:3s�.i V •-_.5 liar._.. .,,,,(,,004,14.-4_,::,,,,, i • !'x4(5 _ 1Lip 9;647.7 _.. ter. 1W l.J.f..INL 1.yoviitpl.� 1 \)(, oO k5 -1°) p. ,�- � —` Out Ij Nb_ ;r L &u UPG( _.. Peter A.Opsahl Structural Engineering, Inc. 720 Third Avenue • Suite 1611 • Seattle, WA 98104 • 206.322.4518 • www.paostructural.com Protect Designer Client Date Sheet 5 Potalt tuAU,•. Pp w 2-9,2-0P i Ac= 1 Cti► :5� '�,i2'L ;n�' V,b s� v.= b� 5122 = ,Iq101351! G (2q,2(Xo�'! + 0•5($6,otegr)/ Ztty O sH Cot�1c((o`c o c\e-sY W DCU.. �GgNl> r 25 ,(o IS \r: 1,`ii°tt4 (,5Ib 4.511 0% {10q,c,v. U�%(L�1�►F[�(tC .U.jk1.l.5 NOT i vw 6`I ifOSQf (AIot.) a ;I: I ; ly;R113A.Z (�cNwtol.lSQ!atN(, �..lo. "_off Ili si*“. io1AyjEn _ OQtot„;, • 1 $: A-113 t.4 • 1;iielAtt4 of cooiJ fS' PDX ; }\14Likoodiej I 'PP = 0A (I,ouz.t) (.1•12tt A NbailA s :' F"ST. t�u►KU S Fp= og(l -oo) 2 4l4- ec @ .srw - 1 ;I • i • i I • I . Ik US, it W -r.s c 4". i, )90. �' _l•te i`#l•S ='ri5i _ (,.t ('115. 1 vh` : I I St1L (t;100 1,k,-:= .5,6* Nj ,f5,: 24 Peter A.Opsahl Structural Engineering, Inc. 720 Third Avenue • Suite 1611 • Seattle, WA 98104 • 206.322.4518 • www.paostructural.com Project Designer Client Date Sheet DoM�- _.� ._GQOuT�o C�u,s r c } ctoi r• g( 7 z1Yr. }.gyp "oc, 52"oL ,1'o 3b "no TF..aaSto►�'• gp _i 2I ;o ll,t,ta.� ar,Q u Tb low 9V 2,2id, t,„60 Zgoc. I \I rictl:rp* a� cr69p2d):. 4*(7,054(14) 5,23Lt_2,3'L?? --- 40L: :77— . • • C"1z). 1121111 • 3 � 61O■,Opo, 5306 ivt )(L.9''Ak.33 vt.b) • Ye 1.5 (055" 0$3 "_ !.. I tHS5(41.[311113 `Fw D. t = o. a2o1„a :....M� a Nom( M+ 1 .I Ca (c02.; rCe•O 31LeC)" I CUs j �..'Hs vD s9 . P�- ..1 I1S� .(/i 1,; k90 .: f =10) ti W _ J. Peter A.Opsahl Structural Engineering, Inc. 720 Third Avenue • Suite 1611 • Seattle, WA 98104 • 206.322.4518 • www.paostructural.com 0 Project Designer Client Date Sheet wr NNGU 0 we ,Ikr Cb1.0 MN ° ' , ..Q,. - 1;46:3* 112A34/T (Pk i' A16d, 1-bi�U t - i } G rc.'e . G 0 '1•11 CD4./Ji nie o N40 MI6orc:: (111,42 -sikl 31121 91 h -15 x; OP: V14`01,1& 124v- n1: tb. lc Ill 2 0'2 }∎4 hA _ i ) , l t-Ost `122 1'11 Q.1 4!)._ ..._ Peter A.Opsahl Structural Engineering, Inc. 720 Third Avenue • Suite 1611 • Seattle, WA 98104 • 206.322.4518 • www.paostructural.com 47" Project Designer Client Date Sheet ._ . SQi,GLt 1 r7 7(- AbMtes,j,i" P ek41A 0- 51 l.se•N @. e- 1 0 .w w : 1(:2r'i1lob Q 1{2 =i•S' . C42,0(4) s .. 1g(& * =.07 X1(44 _. 'x.57141 ._;Q:g ;.p ?.. \JA..,frot i ari x es- 0 .12& l!.3 x W f16r 0,`I (00'.12:10).). 1 .11....... '4 4 \ .. 1 ' el-CM-;PI - . -- (_'3 i').j0.2_$_.t.-c1(.44,. Peter A.Opsahl Structural Engineering, Inc. 720 Third Avenue • Suite 1611 • Seattle, WA 98104 • 206.322.4518 • www.paostructural.com Project Designer Client Date Sheet PAO Structural Engineering Inc. Hayward Baker Frame Apr 23, 2010 Load Combinations clot UL( lac 1 Live 0 0 0 2 LL 1 . 0 3 N3 13.5 14.75 0 4 N4 13.5 2 . Snow SL 1 3 Wind WL 1 4 : Seismic EL 1 5 2.4.1.2 Yes DL 1 LL 1 6 2.4.1.3 Yes DL '1 SL 1 7 2.4.1.4 Yes DL 1 LL .75 SL .75 8 2.4.1.5.W Yes DL 1 WL 1 9 Yes DL 1 WL -1 10 2.4.1.5.E . Yes Y DL 1.141 EL 7 11 Yes Y DL 1.141 EL -.7 12 2.4.1.6.W Yes DL 1 LL .75 SL .75 WL .75 13 Yes DL 1 LL .75 SL .75 WL -.75 14 2.4.1.6.E Yes Y DL 1.105 LL .75 SL .75 EL .525 15 Yes Y DL 1.105 LL .75 SL .75 EL -.525 16 2:4.1.7 Yes DL .6 WL 1 17 Yes DL .6 WL -1 18 ' 2.4.1.8 Yes Y DL ' .459 EL .7 19 Yes Y DL .459 EL -.7 20 Drift (Wind) DL 1 LL .5 WL 1 21 DL 1 LL .5 WL -1 22 Drift (Seismic) DL 1 EL 1 23 DL 1 EL -1 24 12.4.3.2.5 DL 1.141 EL 1.4 25 DL 1.141 EL -1.4 26 12.4.3.2.8 DL .459 EL : 1.4 27 DL .459 EL -1.4 28 12.4.3.2.6 . ' DL 1.105 LL 75 SL .75 EL 1.05 29 DL 1.105 LL .75 SL .75 EL -1.05 30 ASCE 1 DL 1.4 31 ASCE 2 (b) DL 1.2 LL 1.6 SL .5 32 ASCE 3.(c) DL 1.2 LL 1 SL 1.6 33 ASCE 3 (d) (a) DL 1.2 SL 1.6 WL .8 34 ASCE 3 (d) (b) . ' .DL 1.2 . SL 1.6 WL -.8 35 ASCE 4 (b) (a) DL 1.2 LL 1 SL .5 WL 1.6 36 ASCE 4.(b):(b) DL 1.2 LL 1 SL .5 WL -1.6 37 ASCE 5 (a) DL 1.401 LL .5 SL .2 EL 1 38 ASCE 5 (b) DL: 1.401 . LL .5 SL 2 EL -1 39 ASCE 6 (a) DL .9 WL 1.6 40 ASCE 6 (b) DL .9 WL -1.6 41 ASCE 7 (a) DL .699 EL 1 42 ASCE 7 (1)) DL .699 EL -1 Joint Coordinates and Temperatures Te 1 N1 0 0 0 2 N2 0 14.75 ... . 0 3 N3 13.5 14.75 0 4 N4 13.5 Joint Boundary Conditions 1 Joint Label N1 X [kilo] Reaction Y Lk/in] Rotation[k- ft/rad] Footing Reaction 2 N4 Reaction Reaction R 1SA -2D Version 8.0.3 [G: \Hayward Baker \Calculations \IEBC Moment frame.r2d] Page 1 ,b PAO Structural Engineering Inc. Hayward Baker Frame Apr 23, 2010 Envelope Joint Reactions Y Fkl lc 1 Ni , max 13.869 19 32.768 11 0 5 2 2 min - 14.19 18 - 29.796. 18 0 5 3 N4 max 14.169 11 32.769 10 0 5 4 A992 min - 13.838 10 - 29.795 .19 0 5 5 Totals: max 28.038 19 4.219 11 max 32.768 6 14.045 min - 28.038 • 10 1.697 19 min Member Distributed Loads Member Label Direction Start Magnitude[k/ft.d..End Magnituderk/ft,d,.. Start Locationrft. %1 End Locationrft. %1 No Data to Print ... Joint Loads and Enforced Displacements (BLC 1 • Dead) -ft in.rad k's^ 1 N2 L Y -1.849 2 N3 L Y -1.849 Joint Loads and Enforced Displacements (BLC 4 : Wind) 1 1 Joint Label N2 L.D,M Direction Magnitude[k.k -ft in.rad k's ^2/ftl L 1 X 1 4.624 1 Joint Loads and Enforced Displacements (BLC 5 • Seismic) Joint Label L.D M Direction Magnitude[k.k -ft in.rad k's ^2/ft] 1 1 1 N2 I L Member Primary Data X I 40.054 Design Rules 1 M1 Ni N2 v M v _ , W18x86 Column Wide Fiange ... A992 Typical 2 M2 N3 N4 ` - 29.796 W18x86 Column Wide Flange ... A992 Typical 3 M3 N2 N3 32.768 W18x86 Beam Wide Flange ... A992 Typical Envelope Member Section Forces 1 M1 1 max 32.768 11 14.045 10 0 5 2 :. min - 29.796 18 -14.046 11 0.. 5 .. 3 2 max 32.768 11 14.045 10 51.795 11 4. min - 29.796 18 - 14.046 . 11 - 51.792 10 5 3 max 32.768 11 14.045 10 103.59 11 6 min - 29.796 18 - 14.046 . 11 - 103.583 10 7 4 max 32.768 11 14.045 10 155.385 11 8 min - 29.796 18 - 14.046 11 - 155.375 10 9 5 max 32.768 11 14.045 10 207.18 11 10 min - 29.796 18 - 14.046 11 - 207.166 . 10 11 M2 1 max 32.769 10 14.015 10 206.719 10 12 min - 29.795 19 - 14.015 11 - 206.722 11 13 2 max 32.769 10 14.015 10 155.04 10 14 min - 29.795 19 - 14.015 11 - 155.041 11 15 3 max 32.769 10 14.015 10 103.36 10 16 min - 29.795 . 19 . -14:015 11 - 103.361 . 11 17 4 max 32.769 10 14.015 10 51.68 10 18 min - 29.795 19 - 14.015 11 -51.68 11 19 5 max 32.769 10 14.015 10 0 5 RISA -2D Version 8.0.3 [G:1Hayward Baker\CalculationslUEBC Moment frame.r2d] Page 2 PAO Structural Engineering Inc. Hayward Baker Frame Apr 23, 2010 Envelope Member Section Forces (Continued) Sr e Shearrkl lc 20 v Vv v1 V min - 29.795 19 - 14.015 11 0 5 21 M3 1 max 13.838 10 30.659 11 207.18 11 22 5 0 min - 14.169 11 - 30.658 10 - 207.166 10 23 10 2 max 13.838 10 30.659 11 103.704 11 24 18 -1.591 min - 14.169 11 - 30.658 10 - 103.695 10 25 max 3 max 13.838 10 30.659 11 .229 11 26 4 min - 14.169 11 . - 30.658 10 -.223 10 27 10 4 max 13.838 10 30.659 11 103.248 10 28 10 11.206 min - 14.169 11 - 30.658 10 - 103.247 11 29 11 5 max 13.838 10 30.659 11 206.719 10 30 11 1.591 min - 14.169 11 - 30.658 10 - 206.722 11 Envelope Member Section Stresses m Bendingrksi 1 M1 v v1 V max 1.295 11 1.591 10 r 0 5 0 5 2 min 0 min -1.178 18 -1.591 11 0 5 0 5 3 18 2 max 1.295 11 1.591 10 3.735 10 3.735 11 4 10 2581.402 min -1.178 18 -1.591 11 -3.735 11 -3.735 10 5 11 3 max 1.295 11 1.591 10 7.47 10 7.471 11 6 4 min -1.178 18 -1.591 11 -7.471 11 -7.47 10 7 min 4 max 1.295 11 1.591 10 11.205 10 11.206 11 8 18 .958 min -1.178 .18 11 -1.591 11 - 11.206 11 - 11.205 10 9 5 max 1.295 11 1.591 10 14.94 10 14.941 11 10 min -1.178 18 -1.591 11 - 14.941 11 -14.94 10 11 M2 1 max 1.295 10 1.588 10 14.908 11 14.908 10 12 min -1.178 19 -1.588 11 - 14.908 10 - 14.908 11 13 2 max 1.295 10 1.588 10 11.181 11 11.181 10 14 .min -1.178 19 -1.588 11 - 11.181 10 - 11.181 11 15 3 max 1.295 10 1.588 10 7.454 11 7.454 10 16 min -1.178 19 - 1.588 11 -7.454 10 - 7.454 11 17 4 max 1.295 10 1.588 10 3.727 11 3.727 10 18 min -1.178 19 -1.588 11 -3.727 10 -3.727 11 19 5 max 1.295 10 1.588 10 0 5 0 5 20 min -1.178 19 -1.588 .11 0 5 0 5 21 M3 1 max .547 10 3.473 11 14.94 10 14.941 11 22 min -.56 11 -3.473 10 - 14.941 11 - 14:94 10 23 2 max .547 10 3.473 11 7.478 10 7.479 11 24 min': -.56 11 -3.473 10 -7.479 11 -7.478 10 25 3 max .547 10 3.473 11 .016 10 .017 11 26 min -.56 11 -3.473 10 -.017 _ 11 -.016 10 27 4 max .547 10 3.473 11 7.446 11 7.446 10 28 min -.56 11 -3.473 . . 10 -7.446 10 -7.446 11 29 5 max .547 10 3.473 11 14.908 11 14.908 10 30 - min -.56 11 -3.473 10 - 14.908 10 - 14.908 11 Envelope Member Section Deflections Sec Ic L/v Ratio c 1 M1v 1 max 0 5 0 5 NC 5 2 . min 0 5 0 5 NC . 5 3 2 max .002 18 .308 11 2581.237 11 4 min -.002 11 -.308 10 2581.402 10 5 3 max .004 18 .589 11 1613.273 11 6 min -.004 11 . -.589 10 1613.376 . 10 7 4 max .005 18 .815 11 1843.741 11 8 min -.006 � 11 = ,815 ` 10 1843.859 �10 9 5 max .007 18 .958 11 NC 11 RISA -2D Version 8.0.3 [G: \Hayward Baker \Calculations \IEBC Moment frame.r2d] Page 3 12 PAO Structural Engineering Inc. Hayward Baker Frame Apr 23, 2010 Envelope Member Section Deflections (Continued) Sec v finl Ratio lc 10 w min -,008 11 -.958 10 NC 10 11 M2 1 max .008 10 .955 10 NC 10 12 .min -.007 19 -.955 11 NC 11 13 2 max .006 10 .812 10 1847.845 10 14 min -.005 19 -.812 11 1847.823 11 15 3 max .004 10 .587 10 1616.865 10 16 min -.004 19 -.587 11 1616.845 11 17 4 max .002 10 .307 10 2586.983 10 18 min -.002 19 -.307 11 2586.952 11 19 5 max 0 5 0 5 NC 5 20 min 0 5 0 5 NC 5 21 M3 1 max .958 10 .007 18 NC 18 22 min -.958 11 -.008 11 NC 11 23 2 max .957 10 .019 19 NC 19 24 min -.957 11 -.02 10 7013.224 10 25 3 max .957 10 0 19 NC 19 26 min -.957 11 0 10 NC 10 27 4 max .956 10 .019 18 7108.174 18 28 min -.956 11 -.02 11 6113.865 11 29 5 max .955 10 .007 19 NC 19 30 min -.955 11 -.008 10 NC 10 RISA -2D Version 8.0.3 [G:1Hayward Baker\CalculationslIEBC Moment frame.r2d] Page 4 �3 PAO Structural Engineering Inc. Hayward Baker Frame Apr 23, 2010 Load Combinations acto 1 Live max 28.068 25 63.377 25 LL 1 2 min - 28.068 24 - 60.419 26. 0 24 3 N4 max 2 Snow 63.377 24 0 24 4 min SL 1 - 60.419 27 0 24 5 Totals: max 56.076 25 4.219 3 . Wind 6 min - 56.076 24 1.697 26 WL 1 4 Seismic EL 1 5 2.4.1.2 DL 1 LL 1 6 2.4.1.3 DL 1 SL 1 7 2.4.1.4 DL 1 LL .75 SL .75 8 2.4.1.5.W DL 1 WL 1 9 DL 1 WL -1 10 2.4.1.5.E Y DL 1.141 EL .7 11 Y DL 1.141 EL -.7 12 2.4.1.6.W DL 1 LL .75 SL ,75 WL .75 13 DL 1 LL .75 SL .75 WL -.75 14 2.4.1.6.E Y DL 1.105 LL ,75 SL .75 EL .525 15 Y DL 1.105 LL .75 SL .75 EL -.525 16 2.4.1.7 DL .6 WL 1 17 DL .6 WL -1 18 2.4.1.8 Y DL .459 EL .7 19 Y DL .459 EL -.7 20 Drift (Wind) DL 1 LL .5 WL 1 21 DL 1 LL .5 WL -1 22 Drift (Seismic) DL 1 EL 1 23 DL 1 EL -1 24 12.4.3.2.5 Yes DL 1.141 EL 1.4 25 Yes DL 1.141 EL -1.4 :26 12.4.3.2.8 Yes DL .459 EL 1.4 27 Yes DL .459 EL -1.4 28 12.4.3.2.6 Yes DL 1.105 LL .75 SL .75 EL 1.05 29 Yes DL 1.105 LL .75 SL .75 EL -1.05 30 ASCE 1 DL 1.4 31 ASCE 2 (b) DL 1.2 LL 1.6 SL .5 32 ASCE 3 (c) DL 1.2 LL 1 SL 1.6 33 ASCE 3 (d) (a) DL 1.2 SL 1.6 WL .8 34 ASCE 3 (d) (b) DL 1.2 SL 1.6 WL -.8 35 ASCE 4 (b) (a) DL 1.2 LL 1 SL .5 WL 1.6 36 ASCE 4 (b) (b) DL 1.2 LL 1 SL .5 WL -1,6 37 ASCE 5 (a) DL 1.401 LL .5 SL .2 EL 1 38 ASCE 5 (b) DL 1.401 LL .5 SL .2 EL =1 39 ASCE 6 (a) DL .9 WL 1.6 40 ASCE 6 (b) DL .9 WL -1.6 41 ASCE 7 (a) DL .699 EL 1 42 ASCE 7 (b) DL .699 EL -1 Envelope Joint Reactions Y fkl Moment fk -ftl Ic 1 N1 max 28.068 25 63.377 25 0 24 2 min - 28.068 24 - 60.419 26. 0 24 3 N4 max 28.007 25 63.377 24 0 24 4 min - 28.007 24 - 60.419 27 0 24 5 Totals: max 56.076 25 4.219 24 6 min - 56.076 24 1.697 26 Envelope Member Section Forces Member Sec 1 1 M1 1 1 1 max I 63.377 1 25 1 28.068 Axial[kl Ic Shear[k] Ic Momentjk -ft] Ic 24 1 0 1 24 1 RISA -2D Version 8.0.3 [G: \Hayward Baker \Calculations \IEBC Moment frame.r2d] Page 5 'LF PAO Structural Engineering Inc. Hayward Baker Frame Apr 23, 2010 Envelope Member Section Forces (Continued) Ic tfk- Ic 2 )YIQIItU01 vc.. min - 60.419 26 - 28.068 25 0 24 3 24 2 max 63.377 25 28.068 24 103.502 25 4 24 0 min - 60.419 26 - 28.068 25 - 103.502 24 5 24 3 max 63.377 25 28.068 24 207.005 25 6 26 -3.18 min - 60.419 26 - 28.068 25 - 207.005 24 7 max 4 max 63.377 25 28.068 24 310.507 25 8 min - 60.419 26 - 28.068 25 - 310.507 24 9 24 5 max 63.377 25 28.068 24 414.01 25 10 24 22.393 min - 60.419 26 - 28.068. 25 -414.01 24 11 M2 1 max 63.377 24 28.007 24 413.105 24 12 25 3.18 min - 60.419 27 - 28.007 25 - 413.105 25 13 min 2 max 63.377 24 28.007 24 309.829 24 14 M2 1 min - 60.419 27 - 28.007 25 - 309.829 25 15 24 3 max 63.377 24 28.007 24 206.553 24 16 24 - 29.792 min - 60.419 27 - 28.007 25 - 206.553 25 17 24 4 max 63.377 24 28.007 24 103.276 24 18 27 -3.173 min - 60.419 27 - 28.007 25 - 103.276 25 19 max 5 max 63,377 24 28.007 24 0 24 20 min - 60.419 27 - 28.007 25 0 24 21 M3 1 max 28.007 24 61.268 27 414.01 25 22 25 7.448 min - 28.007 25 - 61.268 26 - 414.01 24 23 25 2 max 28.007 24 61.268 27 207.231 25 24 24 3.173 min - 28.007 25 - 61.268 26 - 207.231 24 25 min 3 max 28.007 24 61.268 27 .452 25 26 M3 1 min = 28.007 25 - 61.268 26 -.452 24 27 25 4 max 28.007 24 61.268 27 206.326 26 28 25 - 29.857 min - 28.007 25 - 61.268 26 - 206.326. 27 29 27 5 max 28.007 24 61.268 27 413.105 26 30 25 -6.941 min - 28.007 25 -61268 26 - 413.105 25 Envelope Member Section Stresses S c Ic Ic din atks Ic 1 iycniuci M1 a 1 max ff.Cll,....n 2.505 25 ..'.....'.....,. 3.18 24 .- _- .. -... .._.. 0 -- 24 - - - -- 0 24 2 min -2.388 26 -3.18 25 0 24 0 24 3 2 max 2.505 25 3.18 24 7.464 24 7.464 25 4 min -2,388 26 -3.18 25 -7.464 25 -7.464 24 5 3 max 2.505 25 3.18 24 14.929 24 14.929 25 6 min -2.388 26 -3,18 25 - 14:929 25 = 14.929 24 7 4 max 2.505 25 3.18 24 22.393 24 22.393 25 8 min -2,388 26 =3.18 25 - 22.393 25 - 22.393 24 9 5 max 2.505 25 3.18 24 29.857 24 29.857 25 10 min ' -2.388 26 -3.18 25 - 29.857 25 - 29.857 24 11 M2 1 max 2.505 24 3.173 24 29.792 25 29.792 24 12 min -2.388 27 -3.173 25 - 29.792 24 - 29.792 25 13 2 max 2.505 24 3.173 24 22.344 25 22.344 24 14 min -2.388 27 -3.173 25 - 22.344 24 - 22.344 25 15 3 max 2.505 24 3.173 24 14.896 25 14.896 24 16 min -2.388 27 - 3.173 25 - 14.896 24 - 14.896 25 17 4 max 2.505 24 3.173 24 7.448 25 7.448 24 18 min -2.388 27 -3.173 25 -7.448 24 -7.448 25 19 5 max 2.505 24 3.173 24 0 24 0 24 20 min -2.388 27 -3.173 25 0 24 0 24 21 M3 1 max 1.107 24 6.941 27 29.857 24 29.857 25 22 min -1.107 25 -6.941 26 - 29.857 25 - 29.857 24 23 2 max 1.107 24 6.941 27 14.945 24 14.945 25 24 min -1.107 25 -6.941 26 - 14.945 25 - 14.945 24 25 3 max 1.107 24 6.941 27 .033 24 .033 25 26 min -1.107 25 - 6.941 26 -.033 25 -.033 24 RISA -2D Version 8.0.3 [G:1Hayward BakerlCalculations\IEBC Moment frame.r2d] Page 6 L5 PAO Structural Engineering Inc. Hayward Baker Frame Apr 23, 2010 Envelope Member Section Stresses (Continued) Axial[ksil Ic Shear[ksil Ton Bending[ksiil BendinaEk lc 27 4 max 1.107 24 6.941 27 14.88 27 14.88 26 28 min -1.107 25 -6.941 26 -14.88 26 -14.88 27 29 5 max 1.107 24 6.941 27 29.792 25 29.792 26 30 min -1.107 25 -6.941 26 - 29.792 26 - 29.792 25 RISA -2D Version 8.0.3 [G: \Hayward Baker \Calculations \IEBC Moment frame.r2d] Page 7 16 PAO Structural Engineering Inc. Hayward Baker Frame Apr 23, 2010 Load Combinations SR BL C Facto 1 Live max 0 22 0 22 LL 1 2 min 0 23 ' 0 23 ' " - 9.862e -3 ' 22 3 N2 max 2 Snow .01 22 2.784e -3 23 4 min SL 1 -.011 23 . - 2.784e -3 22 5 N3 max 1.363 22 .01 3 Wind 23 6 min -1.363 23 -.011 22 ' . - 2.77e -3 WL 1 N4 max 0 22 0 23 9.833e -3 23 4 Seismic min 0 23 0 22 - 9.833e -3 22 EL 1 5 2.4.1.2 DL 1 LL 1 6 2.4,1.3 DL 1 SL 1 7 2.4.1.4 DL 1 LL .75 SL .75 8 2,4.1.5.W DL 1 WL 1 9 DL 1 WL -1 10 2.4.1.5.E Y DL 1.141 EL .7 11 Y DL 1.141 EL -.7 12 2.4.1.6.W DL 1 LL .75 SL .75 WL .75 13 DL 1 LL .75 SL .75 WL -.75 14 2,4.1.6.E Y DL 1.105. LL .75 SL .75 EL .525 15 Y DL 1.105 LL .75 SL .75 EL -.525 16 2.4.1.7 DL .6 WL 1 17 DL .6 WL -1 18 2.4.1.8 Y DL :459 EL .7 19 Y DL .459 EL -.7 20 Drift (Wind) Yes DL .1 LL .5 WL 1 21 Yes DL 1 LL .5 WL -1 22 Drift (Seismic) Yes DL 1 EL 1 23 Yes DL 1 EL -1 24 12.4.3.2.5 DL 1.141 EL 1.4 25 DL 1.141 EL -1.4 26 12.4.3.2.8 .DL ,459 EL 1.4 27 DL .459 EL -1.4 28 12.4.3.2.6 DL 1.105 LL .75 SL .75 EL 1.05 29 DL 1.105 LL .75 SL .75 EL -1.05 30 'ASCE 1 DL 1.4 31 ASCE 2 (b) DL 1.2 LL 1.6 SL .5 32 ASCE 3 (c) DL 1.2 LL ' 1 SL 1.6 33 ASCE 3 (d) (a) DL 1.2 SL 1.6 WL :8 34 ASCE 3 (d) (b) ' DL 1.2 ' SL ,1.6 WL -.8 ' 35 ASCE 4 (b) (a) DL 1.2 LL 1 SL .5 WL 1.6 36 ASCE 4 (b) (b) DL 1.2 LL 1 SL .5 WL -1.6 37 ASCE 5 (a) DL 1.401 LL .5 SL .2 EL 1 38 . ASCE .5 (b) DL 1.401` LL .5 SL .2 ' ' EL -1 39 ASCE 6 (a) DL .9 WL 1.6 40 ASCE 6 (b) DL .9 ' ' WL, -1.6 41 ASCE 7 (a) DL .699 EL 1 42 ASCE 7 (b) DL .699 EL -1 Envelope Joint Displacements Y ring Rotation fradl lc 1 N1 max 0 22 0 22 9.862e -3 23 2 min 0 23 ' 0 23 ' " - 9.862e -3 ' 22 3 N2 max 1.368 22 .01 22 2.784e -3 23 4 min -1.368 23 -.011 23 . - 2.784e -3 22 5 N3 max 1.363 22 .01 23 2.77e -3 23 6 min -1.363 23 -.011 22 ' . - 2.77e -3 22 7 N4 max 0 22 0 23 9.833e -3 23 8 min 0 23 0 22 - 9.833e -3 22 RISA -2D Version 8.0.3 [G: \Hayward Baker\Calculations \IEBC Moment frame.r2d] Page 8 let PAO Structural Engineering Inc. Hayward Baker Frame Apr 23, 2010 Envelope Member Section Deflections v finl lc 1 M1 1 max 0 20 0 20 NC 20 2 20 2 min 0 20 0 20 NC 20 3 20 2 max .003 22 .44 23 1808.391 23 4 22 5.332 min -:003 23 -.44 22 1808.391 22 5 22 3 max .005 22 .84 23 1130.244 23 6 max 1.803 min -.006 23 -.84 22 1130.244 22 7 4 max .008 22 1.163 23 1291.708 23 8 22 7 min -.008 23 -1.163 22 1291.708 22 9 22 5 max .01 22 1.368 23 NC 23 10 _ - 15.995 min - .011 23 -1.368 22 NC 22 11 M2 1 max .011 22 1.363 22 NC 22 12 min -1.657 min -.01 23 -1.363 23 NC 23 13 M2 2 max .008 22 1.159 22 1294.536 22 14 22 12 min -.008 23 -1.159 23 1294.536 23 15 22 3 max .006 22 .838 22 1132.719 22 16 22 15.96 min -.005 23 -.838 23 1132.719 23 17 23 4 max .003 22 .438 22 1812.351 22 18 max 1.803 min -.003 23 -.438 23 1812.351 23 19 5 max 0 20 0 20 NC 20 20 23 17 min 0 20 0 20 NC 20 21 M3 1 max 1.368 22 .01 22 NC 22 22 23 -5.32 min -1.368 23 -.011 23 7672.31 23 23 22 2 max 1.367 22 .027 23 9451.988 23 24 min -1.657 min -1.367 23 -.028 22 4912.75 22 25 M3 3 max 1.366 22 0 23 NC 23 26 23 22 min -1.366 _ . 23 0 22 NC " ` 22 27 23 4 max 1.364 22 .027 22 4977.652 22 28 23 10.675 min -1.364 23 -.028 23 4282.973 23 29 23 5 max 1.363 22 .01 23 NC 23 30 min -1.363 23 -.011 22 NC 22 Envelope Member Section Stresses Sec Ic Too BendinaFksil m Bendingfks 1 41 1 max 1.803 23 2.271 22 0 20 0 20 2 min - 1.657 22 -2.271 23 0 20 0 20 3 2 max 1.803 23 2.271 22 5.332 22 5.332 23 min -1.657 22 -2271 23 -5.332 23 -5.332 22 5 3 max 1.803 23 2.271 22 10.663 22 10.663 23 6 min . -1.657 22 - 2.271. 23 - 10.663 23 - 10.663 - 22 7 4 max 1.803 23 2.271 22 15.995 22 15.995 23 8 min -t657 22 -2.271 23 - 15.995 23 - 15.995: 22 9 5 max 1.803 23 2.271 22 21.327 22 21.327 23 10 min -1.657 22 -2.271 23 = 21.327 23 - 21.327 . 22 11 M2 1 max 1.803 22 2.266 22 21.28 23 21.28 22 12 . min -1.657 23 - 2.266 23 -21.28 22 -21.28 23 13 2 max 1.803 22 2.266 22 15.96 23 15.96 22 14 min -1.657 23 -2.266 23 -15.96 22 . -15.96 23 15 3 max 1.803 22 2.266 22 10.64 23 10.64 22 16 . min -1.657 23 -2.266 23 -10.64 22 . -10.64 . 23 17 4 max 1.803 22 2.266 22 5.32 23 5.32 22 18 :min -1.657 23 -2.266 23 -5.32 22 -5:32 . 23 19 5 max 1.803 22 2.266 22 0 20 0 20 20 min -1.657 23 -2.266 23 0 20 0 20 21 M3 1 max .791 22 4.958 23 21.327 22 21.327 23 22 min -.791 23 . -4,958 22 - 21.327 . 23 - 21.327 22 23 2 max .791 22 4.958 23 10.675 22 10.675 23 24 . min -.791 23 =4.958 22 - 10.675 • - 23 - 10.675 22 RISA -2D Version 8.0.3 [G: \Hayward Baker \Calculations \IEBC Moment frame.r2d] Page 9 '� PAO Structural Engineering Inc. Hayward Baker Frame Apr 23, 2010 Envelope Member Section Stresses (Continued) Ic Bendi nFksil lc 25 3 max .791 22 4.958 23 .023 22 .023 23 26 min -.791 23 -4.958 22 -.023 23 -.023 22 27 4 max .791 22 4.958 23 10.628 23 10.628 22 28 min - .791 23 - 4.958 22 - 10.628 22 - 10.628 23 29 5 max .791 22 4.958 23 21.28 23 21.28 22 30 min -.791 23 -4.958 22 .21.28 22 -21.28 23 RISA -2D Version 8.0.3 [G:1Hayward Baker\CalculationslIEBC Moment frame.r2d] Page 10 `l - 1.849k 7-2 cT L 1 - 1.849k M3 Loads: BLC 1, Dead Results for LC 20, Drift (Wind) N L 2a 124Mt itS' • 15539, s �I1r11 6s bs Og;- (we( Ft,,,,,--- - :t31rI(0.■4•5(. I:3510 ° • it2.3_ t • 1 .-71\1.\' 71,111 :1:2:: (i�)�� z ,9'� 7..'l __ �A: IyL�S /1z (��8 way. .E 1'11) 1 I C171, .2 Z'bZ bpi ! l-- Peter A.Opsahl Structural Engineering, Inc. 720 Third Avenue • Suite 1611 • Seattle, WA 98104 • 206.322.4518 • www.paostructural.com Project Designer Client Date Sheet 21 r iL -NO AsK aiL . Ito`" �. ; fl . Ij TI.e .0119;)- . ;- ( kti "+ 15 • .1—Llr L (54.t eILLti t•-'- 'g(61 I, ;- ZIO .') tC: 1_ • I i 2o1..l4, (z) use 1 (10)' �a_ 2,5 60 T 1 -?)y i. . Ii j. , _. I i ft: '_ 0. (51 L)( C- - (1 -))- spa I,:. Peter A.Opsahl Structural Engineering, Inc. 720 Third Avenue • Suite 1611 • Seattle, WA 98104 • 206.322.4518 • www.paostructural.com Project Designer Client Date Sheet PROJECT NAME: Hayward Baker PETER A. OPSAHL STRUCTURAL ENGINEERING, INC. DESIGN BY: MTA 04121/10 BOLT SINGLE SHEAR WOOD -WOOD or WOOD -METAL DFL = Douglas Fir -Larch DFS = Douglas Fir -South HF = Hem -Fir Main Member: WOOD species: Fe perp. Fe II Theta Fem or Fe theta tm Theta Max. DFL 2800 psi 5600 psi 0 degrees 5600 psi 2.500 inch 0 degrees Bolt: D Fyb 0.6250 inch 36000 psi Side Member: WOOD species: Fe perp. Fe II Theta Fes or Fe theta ts DFL 2800 psi 5600 psi 0 degrees 5600 psi 5.500 inch METAL Fes or Fu 65000 psi ts 0 inch 1 Z = 1001 Ibs I Single Shear (two member) Z' = 1601 Ibs fi W 1 D F� s L AUR Adjustment Factor Z failure mode Re 1.000 2188 Mode Im Rt 0.455 4813 Mode Is K theta 1.000 1801 Mode I I k1 0.337 1086 Mode Illm k2 1.192 2088 Mode Ills k3 1.041 1001 Mode IV fi W 1 D F� s L AUR Adjustment Factor C D C M C t C g C delta C d C eg Z 1.60 1.00 1.00 1.00 1.00 1.00 1.00 T 0.67 end grain factor Dr 7F Notes: 1. Fe perp is dependent on diameter of bolt (Table 8A -1991 NDS) 2. 0 <= Theta <= 90 3. Metal side members: Fu = 58000psi for ASTM A36 steel, and Fu = 45,000psi for ASTM A446 Grade A steel. 23 PROJECT NAME: Hayward Baker PETER A. OPSAHL STRUCTURAL ENGINEERING, INC. DESIGN BY: MTA 04121/10 BOLT SINGLE SHEAR WOOD -WOOD or WOOD -METAL DFL = Douglas Fir -Larch DFS = Douglas Fir -South HF = Hem -Fir Main Member: WOOD species: Fe perp. Fe II Theta Fem or Fe theta tm Theta Max. DFL 3150 psi 5600 psi 0 degrees 5600 psi 2.500 inch 0 degrees Bolt: D Fyb 0.5000 inch 36000 psi Side Member: WOOD species: Fe perp. Fe II Theta Fes or Fe theta ts DFL 3150 psi 5600 psi 0 degrees 5600 psi 5.500 inch METAL Fes or Fu 65000 psi ts 0 inch 1 Z = 640 Ibs 1 Single Shear (two member) Z' = 1025 Ibs D T s L Adjustment Factor Z failure mode Re 1.000 1750 Mode Im Rt 0.455 3850 Mode Is K theta 1.000 1441 Mode II k1 0.337 820 Mode Ilim k2 1.125 1647 Mode Ills k3 1.026 640 Mode IV D T s L Adjustment Factor C D C M C t C g C delta C d C eg Z 1.60 1.00 1.00 1.00 1.00 1.00 1.00 0.67 end grain factor Dr Notes: 1. Fe perp is dependent on diameter of bolt (Table 8A -1991 NDS) 2. 0 <= Theta <= 90 3. Metal side members: Fu = 58000psi for ASTM A36 steel, and Fu = 45,000psi for ASTM A446 Grade A steel. 1�Q PROJECT NAME: Hayward Baker 04/21/10 PETER A. OPSAHL STRUCTURAL ENGINEERING, INC. DESIGN BY: MTA BOLT DOUBLE SHEAR WOOD -WOOD or WOOD -METAL DFL = Douglas Fir -Larch DFS = Douglas Fir -South HF = Hem -Fir Main Member: WOOD species: DFL Fe perp. 2800 psi Fe II 5600 psi Theta 0 degrees Fem or Fe theta 5600 psi tm 6.750 Inch Theta Max. 0 degrees Bolt: D Fyb 0.7500 inch 45000 psi Side Member: WOOD species: DFL Fe perp. 2600 psi Fe 0 5600 psi Theta 0 degrees Fes or Fe theta 5600 psi ts 0.000 inch METAL Fes or Fu 58000 psi ts 0.25 inch 1 z= 3170 ibs Double Shear (three member) Z' = 5072 Ibs Z failure mode Re K theta k3 0.097 1.000 10.126 7088 5438 3170 4352 Mode Im Mode Is Mode Ills Mode IV L 11 1 1 1 1 1 1\ 1 1 1 1 1 11 1 1 1 1 11 11 1 11 1 1 s Adjustment Factor Z CD CM Ct C g C delta C d C eg 1.60 1.00 1.00 1.00 1.00 1.00 1.00 Notes: 1. Fe perp is dependent on diameter of bolt (Table 8A -1991 NDS) 2. 0 <= Theta <= 90 3. Metal side members: Fu = 58000psi for ASTM A36 steel, and Fu = 45,000psi for ASTM A446 Grade A steel. I _ . L= .!�`'` -o" ; ' (Z =.� lQ;`,t1S (��I 212,1 g- -- -- i- : 4 I ' 1`1 �" 2 �t)o'os . ,1 O;1,t� C2,koo .)ld< t y 1 I • i1. o= kraal, -1'1,}.x'2-%�2 1 - ! c tN S ikotiL to l U( -- l — � T :T t�_2�� im. _ I c4>; n:s44)•, ! a I .5`iAM= 0 oS )0.?� ,61b_g Gn,bal -±4 -. !.___ i_ X7,941; v ! ' 1t% i bu 6S,1 'Y 1 1110Y 1 - - -1 - 6tt., ! _ii,,G___ ____4,_6i, 1 1- � 1 � (=bf,` 4'331 -4" rt — 1 ! — i I Pkl. EVI ll' CAtut, .. 1N0 cwS�(t. If, -rtq4"1 . -I- - -p'`--oe 1/11.1t,l. INC41 0__- Ft(Lfk. �! 51,. $fin; IvoY. ( fl. M me eiuib(t JT II Peter A.Opsahl Structural Engineering, Inc. 720 Third Avenue • Suite 1611 • Seattle, WA 98104 • 206.322.4518 • www.paostructural.com Project Designer Client Date Sheet ,1 • • f Tu 1a June 29, 2010 1 Department of Community Development Mike Scheffler 11021 128 PINE Kirkland, WA 98033 RE: Letter of Incomplete Application # 1 Mechanical Permit Application M10 -087 Hayward Baker — 11022 East Marginal Wy S Dear Mr. Scheffler, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on June 28, 2010 is determined to be incomplete. Before your application can continue the plan review process the attached/following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) 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) 431 -3670. Enclosures File: M10 -087 W:\Permit Center \Incomplete Letters\2010\M 10 -087 Incomplete Ltr # 1.DOC 6300 Southcenter Boulevard, Suite #100 6 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 ® Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: June 29, 2010 Project Name: Hayward Baker Permit #: M10 -087 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide and engineer's analysis with calculations and details to verify the structural roof system is sufficient to support the combined weight of the new and other possible existing mechanical equipment. Details shall include roof penetrations specifying all mechanical fasteners and structural members. Details shall show proposed methods of flashing and method for tying into the existing roof membrane or covering. 2. All architectural and engineered plans with calculations shall be wet stamped and signed by the design professional providing plans and documents. Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. • C RD COPY. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M10 -087 DATE: 07/07/10 PROJECT NAME: HAYWARD BAKER SITE ADDRESS: 11022 EAST MARGINAL WY S Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # after Permit Issued D PARTME TS: Z'vV ui ding Division �•I Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 07/08/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Building Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required n DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 08/05/10 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Y � PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M10 -087 DATE: 06 -28 -10 PROJECT NAME: HAYWARD BAKER SITE ADDRESS: 11022 EAST MARGINAL WY S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued Public Works AVA Ire Prevention _ Planning Division Structural 111 Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06-29 -10 Complete n Incomplete �J Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials:. LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route n Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 07 -27 -10 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 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 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: M10-087 • Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Hayward Baker 11022 East Marginal Wy S CITY- pF° iA 14 11- 071010 PERMIT ceirEA Contact Person 'ACS-- ��� �.J Phone Number: -�� 1G 0 Summary of Revision: �Yv 1 S � 1 ()4 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 °I tl \applications \forms- applications on line \revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Pr ter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEI 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. Business and Licensing Information Name METRO AIR INC UBI No. 602156865 Phone 4258898224 Status Active Address 11021 128Th Pl Ne License No. METROAI995RC Suite /Apt. License Type Construction Contractor City Kirkland Effective Date 12/3/2001 State WA Expiration Date 12/3/2011 Zip 98033 Suspend Date County King Specialty 1 Heating /Vent /Air- Conditioning And Refrig (Hvac /R) Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date SCHEFFLER, MICHAEL A President 12/03/2001 Amount HANLON, ASH T Vice President 12/03/2001 BK01053356859 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 CBIC SE0682 11/15/2001 Until Cancelled $6,000.00 12/03/2001 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 7 OHIO CAS INS BK01053356859 11/15/2008 11/15/2010 $1,000,000.00 10/09/2009 6 OHIO CAS INS BL053356859 11/15/2005 11/15/2008 $1,000,000.0010 /25/2007 5 HARTFORD CAS INS CO 52SBAPK9831 11/15/2003 11/15/2005 $1,000,000.00 10/28/2004 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip /Print.aspx 07/13/2010 11022 E. MARGINAL WAY S TUKWILA, WA 98168 BUILDING REMODEL & TENANT IMPROVEMENT HAYWARD BAKER BUILDING TUKWILA, WA REVIEWED FOR CODE COMPLIANCE APPROVED JUL 12 2010 FILE COPY Permit No M I, O'Ocbl Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged. By Dater ^�� -�'3 City Of Tukwila BUILDING DIVISION AOO I \J " City of kwiIa BUILDING i�IUIsioN PROJ C N OR A ON ABBREVIATIONS GENERAL_ NOTES PROJECT TEAM SHEET INDEX AND DBL. DOUBLE FT. FOOT OR FEET MISC. MISCELLANEOUS SVC. SERVICE ANGLE DEPT. DEPARTMENT FTC. FOOTING MTD. MOUNTED SYM. SYMMETRICAL 0 DIAMETER OR ROUND DET. DETAIL FURR. FURRING MTL. METAL 5/W SIDEWALK PERPENDICULAR DIA. DIAMTER it POUND OR NUMBER DIM. DIMENSION G.A. GAUGE N. NORTH T. THREAD A.B. ANCHOR BOLT DN. DOWN GALV. GALVINIZED N.I.G NOT IN CONTACT T.G. TOP OF CURB AGOUST. ACOUSTICAL DR. DOOR G.G. GENERAL NO. NUMBER TEL. TELEPHONE A.F.F. ABOVE FINISHED D.S. DOWN SPOUT CONTRACTOR N.T.S. NOT TO SCALE T. Ef G. TONGUE AND FLOOR DWG. DRAWING GL. GLASS GROOVE MGR. AGGREGATE CND. GROUND O.G. ON CENTER T1-K. THICK ALUM. ALUMINUM E. EAST GR. GRADE 0/ OVER T.O.P. TOP OF PLATE ANOD. ANODIZED E.A. EACH GP. GROUP OPP. OPPOSITE T.P. TOP OF APPROX. APPROXIMATE E.I.F.S EXTERIOR G.W.B. GYPSUM WALL PAVEMENT ARCH. ARCHITECTURAL INSULATION FINISH BOARD PL. PLATE T.W. TOP OF WALL ASPH. ASPHALT SYSTEM GYP. GYPSUM PLYWD. PLYWOOD TYP. TYPICAL E.J. EXPANSION JOINT P.P. POWER POLE BD. BOARD EL. ELEVATION HDWR. HARDWARE P.LAM. PLASTIC LAMINATE U.B.G. UNIFORM BLDG. BUILDING ELEC. ELECTRICAL HDCP. HANDICAP BUILDING BLK. BLOGK ELEV. ELEVATOR HDWR. HARDWOOD R. RADIUS OR RISER CODE BLK'G. BLOCKING ENGL. ENCLOSURE H.B. HOSE BIBB RD. ROOF DRAIN UNF. UNFINISHED BM. BEAM E.P. ELECTRICAL PANEL H.G. HOLLOW GORE REG. RECOMMENDED U.O.N UNLESS BOT. BOTTOM EQ. EQUAL H.M. HOLLOW METAL REF. REFERENCE OTHERWISE B.U.R. BUILT UP ROOF EQUIP. EQUIPMENT HORIZ. HORIZONTAL REINF. REINFORCED NOTED EXST. EXISTING HR. HOUR REQ'D. REQUIRED GAB. CABINET EXPO. EXPOSED HT. HEIGHT RM. ROOM VERT. VERTICAL G.B. CATCH BASIN EXT. EXTERIOR GEM. GEMENT INST. INSTALL 5. SOUTH W. WEST GH. CHANNEL F.O.I.G FURNISHED BY INSUL. INSULATION 5.G. SOLID GORE W/ WITH G.J. CONTROL JOINT OWNER INT. INTERIOR SCHED. SCHEDULE WD. W OOD GLS. CEILING INSTALLED BY SHT. SHEET WOW. WINDOW GLR. CLEAR CONTRACTOR LAM. LAMINATED SHTG. SHEATHING W/O WITHOUT G.O. GLEAN OUT F.D. FLOOR DRAIN LB. POUND 51M. SIMILAR WP. WATERPROOF GOLM. COLUMN F.E. FIRE EXTINGUISER LOG. LOCATION SPEC. SPECIFICATIONS WR. WATER GONG. CONCRETE F.H. FIRE HYDRANT 50. SQUARE RESISTANT GONN. CONNECTION FIN. FINISH MAIL. MATERIAL STD. STANDARD WSGT. • Do NOT SCALE DRAWINGS. • CONSULT WITH ARCHITECT REGARDING ANY SUSPECTED ERRORS OMISSIONS OR CHANGES ON PLANS BEFORE PROCEEDING WI H WORK COMPLY WITH ALL APPLICABLE GODES, ORDINANCES, REGULATIONS, LAWS, STANDARDS, CUSTOMS AND CRITERION. • UNLESS OTHERWISE NOTED, PLAN DIMENSIONS ARE TO NOMINAL SURFACE OF MASONRY, FACE OF CONCRETE WALLS, FACE OF STUDS @ INTERIOR AND EXTERIOR WALLS • VERIFY DIMENSIONS BEFORE PROCEEDING WITH WORK. (NOTIFY ARCHITECT OF ANY DISCREPANCIES.) • VERIFY ALL ROUGH -IN DIMENSIONS. • VERIFY ALL SIZE AND LOCATION OF AND PROVIDE ALL OPENINGS THROUGH FLOOR AND WALLS, FURRINGS, CURBS, ANCHORS, INSERTS, AND ROUGH BUCKS/BACKING FOR SURFACE- MOUNTED ITEMS. • VERIFY GRADES SHOWN ON DRAWINGS. • VERIFY ALL LOCATION OF ALL UTILITIES BEFORE PROCEEDING WITH WORK. • VERIFY WITH OWNER ALL LANDSCAPING TO REMAIN, TO BE REMOVED OR TO BE RELOCATED. • REPETITIVE FEATURES ARE OFTEN DRAWN ONLY ONCE AND SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. • ALL INTERIOR FRAMED PARTITIONS ARE TO BE 3) " METAL ®16" O.G. UNLESS OTHERWISE NOTED. • DOORS NOT DIMENSIONALLY LOCATED SHALL BE 3" FROM STUD FACE TO EDGE OF DOOR OPENINGS OR CENTERED BETWEEN HALLS AS SHOWN. • PROVIDE SOLID BLKG. OVER PARTITION WALLS AND BEAMS. • PROVIDE ALL FURRINGS AS REQUIRED TO CONGEAL MECHANICAL/ELECTRICAL HARDWARE IN FINISHED AREAS. • "FLOOR LINE" REFERS TO TOP OF SUB - FLOOR. ALL ELECTRICAL WORK SHALL COMPLY WITH NATIONAL ELECTRICAL CODE 2005 AS AMENDED BY LOCAL MUNICIPALITY. • FABRICATE ALL GUTTERS, DOWN SPOUTS AND FLASHING FROM 26 GAUGE GALVANIZED STEEL IN ACCORDANCE WITH ARCHITECTURAL SHEET METAL MANUAL. • COORDINATE ALL NON INDICATED OR SPECIFIED ITEMS WITH OWNER INCLUDING BUT NOT LIMITED TO FINISHES, COLORS, HARDWARE, FIXTURES, SWITCHES, OUTLETS, PHONE JACKS AND GABLE OUTLETS. • DOOR HEADERS TO BE @ 7' -0" ABOVE SUBFLOOR, U.N.O. • WINDOW HEADERS TO MATCH HEIGHT OF DOORS. • GONG SHALL BE 2500 PSI. STAGING STORAGE SHALL OGGUR ON SITE AN ADRESSABLE FIRE ALARM SYSTEM IS REQUIRED FOR THIS PROJECT. PLANS SHALL BE SUBMITTED TO TUKWILA FIRE MARSHAL FOR APPROVAL, PRIOR TO COMMENCING AND ALARM SYSTEM WORK OWNER: MGGonkey Development 3006 Northu W , #303 Northup a y, BeIIevue, WA 018004 Phone: (425) 8801-1180 Contact: Fred McConkey ARCHITECT: Dimensions, Inc. e ARGHITEGTURAL AO.O -COYER SHEET - Y I G I N I TY MAP - GENERAL NOTES AI.O - SITE PLAN A2.0 - FLOOR PLAN - DEMO PLAN _ 1 - CO - CEILING FRAMING PLAN - W- - A - LAN A2.2 - REFLECTED CEILING PLAN - POWER PLAN A23 - INTERIOR ELEVATIONS A2.4 - SCHEDULES Et RESTROOM PLAN A3.0 - EXTERIOR ELEVATIONS A4.O - BUILDING SECTIONS A4.I - WALL SECTIONS A4.2 - WALL SECTIONS ,443 -WALL SECTIONS _ , , • A5.1 - DETAILS STR GTU A 3006 Northup Way #302 Bellevue, WA 018004 Phone: (425) 821-012013 Contact: Mike Perry STRUCTURAL POA Structural ENGINEER: 120 Third Ave, Suite 1611 Seattle, WA 018104 Phone: (425) 322 -4518 Contact: Mike Annee e 51.1 - GENERAL STRUCTURAL NOTES 51.2 - GENERAL STRUCTURAL NOTES 52.1 - FOUNDATION PLAN 52.2 - ROOF FRAMING PLAN 53.1 - STRUCTURAL DETAILS 53.2 - STRUCTURAL DETAILS 53.3 - STRUCTURAL DETAILS J S T/ Project Location: 11022 E. Marginal Way 5 Tukwila, WA cf 8168 -Jurisdiction: City of Tukwila Zoning: Zonin MIG /H Lot Area 20,000 sf Building Size 4,0133 sf 51 TE SERV I GE5 TELEPHONE: STORMWATER: Verizon Gity of Tukwila WATER: SEWER, Gity of Tukwila Gity of Tukwila y w y ELEGTRIG: NATURAL GAS: PUGET SOUND ENERGY PUGET SOUND ENERGY Occupant Load ---- -- SEPARATE PERMIT REQUIRED FOR: 513 / 15 = 34 3213 / 100 = 32 0186 / 300 = 3.5 .WAINSCOT . FLASHING MAX. MAXIMUM STL. STEEL WT. WEIGHT GONTSR. CONSTRUCTION FLASH. GONT. CONTINUOUS FLR. FLOOR MFR. MANUFACTURER STOR. STORAGE G.T. CERAMIC TILE FLUOR. FLUORESCENT M.H. MAN HOLE STRUG. STRUCTURAL GTR. CENTER FOUND. FOUNDATION MECH. MECHANICAL 5U5P. SUSPENDED GTSK. COUNTER SUNK FRM'G. FRAMING MIN. MINIMUM 5. $ V. STAIN Et VARNISH No NOTE: aid REVISIONS Assembl y Business Storage Occupancy 5 S1 • ,� Electrical Iumbin g changes shall be made to the scope g p of work without prior approval of Tukwila without Building Division. 9 Revisions will require a new plan submittal -Gas Piping City of Tukwila BUILDING DIVISION Tota I 601 30146.4 sf 0186.6 may include additional review fees. LESAL DESCRIPTION plan SYMBOLS VICINITY MAP BEG ONELNOFEMARGINAL NAY g SLNOFSEGTH N 16 -41 -30 W 161.54 FT Et TPOB TH GONTG N 16 -41 -30 W 100 FT TH N - 13 -12 -30 E 200 FT TH 5 I6 -14 -30 E 100 FT TH 5 73 -12 -30 W 200 FT TO TPOB. sf C•' . ion Type: VB Total Parking Office 30146�/ 11000 = 10 stalls Parking Provided: IS Stalls Handicapped: 1 stalls Standard: 1-1 stalls Compact: 0 stalls Applicable Codes: BUILDING: I BG 2006 ,$ WAG 51 -30 ELECTRICAL: NEC 2005 Et WFPA 10 MECHANICAL: IMG 2006 WAG 51 -32 PLUMBING: UPG 2006 Et WAG 51-56 Et 51 -5�7 FIRE: I FG 2006 Et WAG 51 -54 HANDICAP: 113G 2006 - I CC /ANSI A111.1-2004 W/ WA STATE AMENDMENTS 2006 INTERNATIONAL FIRE CODE MUNICIPAL CODE (CHAPTER 16.16) WASHINGTON STATE ENERGY GODS, 2006, WAG 51 -11 WASHINGTON STATE VENTILATION $ INDOOR AIR QUALITY GODS, 2006, WAG 51 -13 BUILDING SECTION GRID MARKERS 0 ao FINISH GRADE ELEVATION SCALE = NTS ■ SECTION IDENTIFICATION Imp LEI tR5 IN ONE DIRECTION LOCATED ON SHEET_ A I G,2 -c TOP TOP OF CURB NUMBERS IN THE OTHER DESCRIPTION OF NOR' WALL SECTION © --- SECTION IDENTIFICATION SITE LOCATION / S BOEING ACCESS RD "! ag • DEMOLISH INTERIOR NON - STRUCTURAL PARTITIONS Et MEZZANINE ABOVE, PER PLAN. • REMOVE EXISTING WINDOWS, DOORS Et TWO OVERHEAD DOORS AND REPLACE w/ NEW STOREFRONT SYSTEM. BUILD INTERIOR PARTITIONS PER PLAN w/ NEW LIGHTING ELECTRICAL WIRING TO OUTLETS Et SWITCHES. NEW PLUMBING AND INTERIOR FINISHES �P TOP OF PAVEMENT NV LOCATED ON SHEET_ DOOR SYMBOL ■ DOOR NUMBER 1001 WAY S �, ■ Q� 112TH ��/ CENTER LINE DETAIL ©-- DETAIL IDENTIFICATION ROOM SYMBOL — PROPERTY LINE I Oci — -- gip LOCATED ON SHEET_ ROOM NUMBER > > > > GENTER LINE OF STREAM INTERIOR ELEVATION WINDOW SYMBOL ? N 15TH . TAX IDENTIFICATION NUMBS Aft ELEVATION IDENTIFICATION ©— WINDOW IDENTIFICATION = NEW CONTOUR ,,.1s _._.,._.- ECEIVED JUN 28 2010 LOCATED ON SHEET_ -= - - °` la _ . EXISTING CONTOUR At. '' ROOM SYMBOL NORTH ARROW ROOM NAME „ sr 03230401168 ENERGY REQUIREMENTS PERMIT CENTER OFF I GEC REVISION CLOUD Mr HEAT - SAS (ELECTRIC NOT ALLOWED) ROOF - R -21 WALLS - R -IS ( 0 Ilk 087 GLAZING - U35 SHGC - .45 O I ROOM NUMBER — — A. IDENTIFYING NUMBER �_ • CEILING HEIGHT 01 �� 2 ELEVATION MARKER SQUARE FOOTAGE ,v—. a50 SQ. FT. AOO Date: 2/12/10 Job #• 20001 -28 SGa l e : As Shown Drawn: JG Check: MCP Revisions• /6/1/10 AOO 511-4" 9 b • I4'-2" 5'-10" SINGLY PLY MEMBRANE OVER R-21 RIGID INSULATION OVER EXISTING 2x flO INOOD DECK. - DO NOT PENETRATE DECK vi/ ANY FASTENERS. Zr3 m HVAG \ 5'-10" 0 z I= tf) x ILI Pill 0 --I 0 y 0 0 0 9 N (\I . o - 0 Ig..,..}3 Am. )ins HVAG -ng %Lte' I SLOPE 0 - 1 Ti) HVAG ' 9 -0 \ GUTTER Roof Plan VS" = II-o" PROJEGT REVIEWED FOR CODE COMPLIANCE A PPFUWED JUL 1 2 2010 City of Tukwila BUILDING niincinm 6ENE AL, 1\10 W6E 3 Na? RcIpProP Airz-cot4.1-rrot.A4 th417-.3 6j1-1-0: gooF zA.guss. 7• -4,457(71.71_- _ NE-v4 >%14..-Fruoilar. -1 txPrtAselzSi 4rtILLES, AA. cork-Mc:LS Az SHouldt.1 t.ss-LJ rploaArreb )ct-tostisr" rAN5 fiziNf)sc. 6114-- emtdis-r P tic) 7P12-0€14H- xgsoe lot-r1+ wok--nit-e--neer cAP. OR--ICE AREA ski-Ace-, BE &lcPcsA. 5P/A.A-4.- Aute-nAdoiLK Nei') 7,1401/3145-ZATS .9-64“- BC tworveifiileu- 7-5vGdzgErt.1 71?872° ,574via- 7-.2stbl pfzearetk-S2.C- Awry Xiffirsk--75X-cg, Offie,E AA- RuKIS 5,1;ME 2-C. As sip i . OFF/e6-. E A112- L5A4-1-4- PtPEt, As FR,ovitsC Aire_ BALA14e_E- FIL.0■10sa 57N2-1-- eomnits16,JIA.J4 pcy2, Li.js Ate_ CIRD EXHAVsT FANI _ LA•I 7 IZETUgS., AIR, .• Nj.i.4.17gt". . Tt/ .• 77 R 4.1x. . g-To 340...gs ...it. X /6 14)/ a. s. _ 1.WTot.C. 4V-717. 110 ._1151voir7 . RECEIVED JUN 28 2010 PERMIT CENTER z IJJ 1 LLI CZ ffi z< • I— 0 DLUL < CZ X I- C\I - cy 0 M MI (A) (B) : v:.r:e< . ; s: www5w+ ew±ca. w. uwruaaawva ..,.......wn.w.:"re < "r "r "»» ... vwrv: nrrn. e. cwn .cw.e.cwr ✓. »nx>w+'a�nya..v.... i SIM s> ,. ., 66,.z !i ? 3 . . rx1., DP 3gx MINAY ex. TYP 0 N /27/.777.ZT s ,.,.. 6x 1 0 DE r L__ J _ _1'-6" MAX FROM C.O.G. OF NEW MECH UNIT TO . OF (E) GLB, TYP (3) LOCATIONS DE TYP ® (E) PILASTERS L8x6xY (BELOW) 0 L8x6xY (BELOW) TYP ® (E) PILASTERS WALL ANCHORAGE SCHEDULE WALL LOCATION GROUTED BLOCK HOLLOW BLOCK DETAIL SPACING DETAIL SPACING NORTH WALL TIE 1/S3.3 5' -0" 2/S3.3 5' -0" ELSEWHERE (CONTR OPTION) 5/S3.3 5' -8" 6/S3.3 3' -8" 9/S3.3 6' -0" 10/S3.3 4' -4" EAST /WEST WALL TIE 3/S3.3 4' -0" 4/S3.3 4' -0" ELSEWHERE (CONTR OPTION) 7/S3.3 2' -4" 8/S3.3 1' -4" 11/S3.3 3' -4" 12/S3.3 1' -4" SOUTH SEE 9/S3.2 & 10/S3.2 1 WALL ANCHORAGE SCHEDULE SCALE: NTS NORTH ROOF FRAMING PLAN s. 6x 0 DE 6 10 F 6x 1 0 D. ::1 0 DE L8x6xY (BELOW) . ,'."f•. tsss 11 0 DE la REVIkWEDFo R ODE COMPLIAN 0 JUL 12 2010 Cityof Tukwila ILDING ' DIVj,S1nA /1U U f `• 0 W8x18 ❑ SCALE = 114" =1' -0" L4x4xY TO (E) MASONRY w/ "O SIMPSON TITEN SCREWS ® 48 "oc, MIN 43/2" EMBED. SEE NOTE 2 ROOF FRAMING NOTES: ciTVOFErtlm° ta, JUL 09 2010 PERMIT CENTER 1. ROOF SHEATHING SHALL BE 1/2" APA RATED SHEATHING (32/16). NAIL CO ALL FRAMED PANEL EDGES AND OVER ALL SHEAR WALLS w/0.131"0 ® 6 "oc AND 12 "oc TO ALL INTERMEDIATE FRAMING. PLACE LONG DIRECTION OF PLYWOOD PERPENDICULAR TO JOISTS DIRECTION, STAGGER PANEL JOINTS. 2. WHERE SPECIFIED ANCHOR BOLTS OCCUR AT HOLLOW CMU, INSTALL Y2" THREADED ROD w/ HILTI HY20 EPDXY AND HILTI HIT —A SCREENED INSERT. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 3. (E) CONDITIONS ARE ASSUMED AND SHOULD BE VERIFIED BY THE CONTRACTOR. WHERE DISCOVERED CONDITIONS VARY FROM THOSE SHOWN ON PLANS, THE ENGINEER SHOULD BE CONTACTED BEFORE PROCEEDING w/ CONSTRUCTION. 4. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. INCOMPLETE ANO---0161 Peter A. Opsahl Structural Engineering, Inc. 720 Third Avenue, Suite 1611 Seattle, Washington 98104 Phone: 206.322.4518 Fax: 206.322.4528 www.paostructural.com Hayward Baker Building 11022 E. Marginal Way S. Tukwila, WA Phase Permit Set Date Drawn by Checked by Revisions April 27, 2010 ATE MTA Sheet Title Roof Framing Plan Sheet No. S2.2 Reuse or reproduction of these drawings is strictly prohibited without written consent from Peter A. Opsahl Engineering, Inc.