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Permit M14-0127 - BUY BUY BABY - ROOFTOP HVAC UNITS
BUY BUY BABY 17686 SOUTHCENTER PKWY M14-0127 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov MECHANICAL PERMIT 3523049005 17686 SOUTHCENTER PKWY Project Name: BUY BUY BABY Permit Number: M14-0127 Issue Date: 9/4/2014 Permit Expires On: 3/3/2015 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: KIR TUKWILA 050 LLC/KIMCO 3333 NEW HYDE PARK STE 100 PROPERTY TAX DEPARTMENT, NEW HYDE PARK, OH, 11042 KEVIN MOUSTY 7100 E PLEASANT VALLEY RD, STE , CLEVELAND, OH, 44131 C S I CONSTRUCTION COMPANY 17721 NE RIVERSIDE PKWY, STE A , PORTLAND, OR, 97230 CSICOC*084L4 Expiration Date: Phone: (216) 520-1551 Phone: (503) 907-0070 DESCRIPTION OF WORK: INSTALLATION OF PACKAGED ROOFTOP HVAC UNITS AND ASSOCIATED DUCTWORK, GRILLES, CONTROLS, ETC. SUPPLEMENTAL GAS AND ELECTRIC HEAT IN AREAS AS REQUIRED Valuation of Work: $255,000.00 Type of Work: REPLACEMENT Fuel type: GAS Fees Collected: $3,105.32 Electrical Service Provided by: PUGET SOUND ENERGY Water District: HIGHLINE,TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: Permit Center Authorized Signature: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Date: 9'"1 "( I hearby 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 development p mit and agree to the condi ' n attached to this permit. Signature: Date: / / Print Name: .'f CAO— SrC A)S This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 9: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 4: H.V.A.C. units rated at greater than 2,000 cfm require auto -shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2437) 5: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air -moving equipment upon detection of smoke in the main return -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 2: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2437) 6: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2437) 7: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2437) 3: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 8: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 1: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 10: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 11: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 12: ***BUILDING PERMIT CONDITIONS*** 13: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 14: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 15: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 16: 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. 17: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 18: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 19: 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. 20: ***MECHANICAL PERMIT CONDITIONS*** 21: All mechanical work shall be inspected and approved under Permit Center (206/431-3670). 22: Manufacturers installation instructions shall be available on PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1400 0703 1800 0609 0705 0701 0702 FIRE FINAL MECH EQUIP EFF MECHANICAL FINAL PIPE/DUCT INSULATION REFRIGERATION EQUIP ROUGH -IN MECHANICAL SMOKE DETECTOR TEST a separate permit issued by the City of Tukwila the job site at the time of inspection. CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. Project No. Date Application Accepted: `-!q-- Date Application Expires: E�`l„�l(,f (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** SITE LOCATION Site Address: Tenant Name: King Co Assessor's Tax No.: 17686 South Center Parkway, Tukwila, WA 98188 Suite Number: buybuyBaby PROPERTY OWNER Name: Matt Barker, Kimco Realty Address: 3535 Factoria Blvd., Suite 520 City: Bellevue State: WA zip: 98006 CONTACT PERSON - person•receiving all project communication Name: Mark Kuhn, MCG Architecture Address: 7100 E. Pleasant Valley RD , Suite 320 City: Cleveland State: oh Zip: 44131 Phone: (877) 250-1551 Fax: (216) 520-1567 Email: mkuhn@mcgarchitecture.com Floor: 17686 Soul New Tenant: E Yes ❑ ..No MECHANICAL CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of project (contractor's bid price): $ Describe the scope of work in detail: Installation of packaged rooftop hvac units and associated ductwork, diffusers, grilles, controls, etc. Supplemental gas and electric heat in areas as required. 255,000 Use: Residential:. New ❑ Replacement ❑ Commercial: New 0 Replacement El Fuel Type: Electric Gas 0 Other: H:\Applications\Forts-Applications On Line\2011 Applications\Mechanical Permit Application Revised 8-9-11.docx Revised: August 2011 Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu 1 Furnace >100k btu 5 Floor furnace Suspended/wall/floor mounted heater 5 Appliance vent 1 Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfim 6 Unit Type Qty Air handling unit >10,000 cfin Evaporator cooler Ventilation fan connected to single duct Ventilation system 8 Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser 71 Thermostat 11 Wood/gas stove Emergency generator Other mechanical equipment Boiler/Compressor Qty'' 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu 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. BUILDING OWL/� RR E GENT: Signature: Date: 06/13/2014 Print Name: Mark Kuhn, MCG Architecture Day Telephone: (877) 520-1551 Mailing Address: 7100 E. Pleasant Valley RD , Suite 320 cleveland oh 44131 City State Zip H:\Applications\Fornts-Applications On Line\2011 Applications\Mechanical Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 2 DESCRIPTIONS PermitTRAK Cash Register Receipt City of Tukwila ACCOUNT QUANTITY PAID 16,641.49 '. D14-0191 Address: 17686 SOUTHCENTER PKWY T Apn: 3523049005 ,363.41 DEVELOPMENT $8,917.75 PERMIT FEE R000.322.100.00.00 0.00 $8,913.25 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $445.66 TECHNOLOGY FEE R000.322.900.04.00 0.00 $445.66 EL14-0577 Address: 17686 SOUTHCENTER PKWY Apn: 3523049005 283.58.. ELECTRICAL $4,079.60 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $4,079.60 TECHNOLOGY FEE $203.98 TECHNOLOGY FEE R000.322.900.04.00 0.00 $203.98 M14-0127 Address: 17686 SOUTHCENTER PKWY Apn:.3523049005 ,508.14 MECHANICAL $2,388.70 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $2,356.20 TECHNOLOGY FEE $119.44 TECHNOLOGY FEE R000.322.900.04.00 0.00 $119.44 PG14-0103 Address: 17686 SOUTHCENTER PKWY . Apn: 3523049005 48636 GAS $125.50 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $93.00 PLUMBING $337.70 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $305.20 TECHNOLOGY FEE $23.16 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R3005 R000.322.900.04.00 0.00 $23.16 $16,641.49 Date Paid: Thursday, September 04, 2014 Paid By: BUY BUY BABY Pay Method: CHECK 8023003 Printed: Thursday, September 04, 2014 1:42 PM 1 of 1 lWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT PermitTRAK QUANTITY ( PAID $7,526.50 D14-0191 Address: 17686 SOUTHCENTER PKWY Apn: 3523049005 $5,793.61 DEVELOPMENT $5,793.61 PLAN CHECK FEE R000.345.830.00.00 0.00 $5,793.61 EL14-0577 Address: 17686 SOUTHCENTER PKWY Apn: 3523049005 $1,019.90 ELECTRICAL $1,019.90 PLAN CHECK FEE R000.345.832.00.00 0.00 $1,019.90 4M14-012r7i4:. Address: 17686 SOUTHCENTER PKWY Apn: 3523049005 $597.18 MECHANICAL $597.18 PLAN CHECK FEE R000.322.102.00.00 0.00 $597.18 PG14-0103 Address: 17686 SOUTHCENTER PKWY Apn: 3523049005 $115.81 GAS $31.38 PLAN CHECK FEE R000.322.103.00.00 0.00 $31.38 PLUMBING ' $84.43 PLAN CHECK FEE R000.322.103.00.00 TOTAL FEES PAID BY RECEIPT: R2412 0.00 $84.43 $7,526:56.,. Date Paid: Thursday, June 19, 2014 Paid By: MCG ARCHITECTURE Pay Method: CHECK 2810 Printed: Thursday, June 19, 2014 11:37 AM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit TION NO. PERMIT NO. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367� Permit Inspection Request Line (206) 438-9350 44i4_6(z7 Project: 6tL)( 61 6abr Type of Inspection: Mee . Addres : Date Called: SpecialInstructions: `"1 Date Wante : a.m. Requ�steract le Aecit Phone No: 2t 6 -2-5T- Oo Lir Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: tzs F-r-K-R' I Inspector: Dat,_ (a �s— 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. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Ici-©f2.7 Pr jest: J UN bua b X Type of Inspection: df,tek,r1,ci to E F t Date Called: 1 Address: 1 11 40 $6 CV cAy- pctwy Special instructions; l PM Date Wanted: Z- co - 0" a.m. p.m. Requester: Phone No: oApproved per applicable codes. Corrections required prior to,approval. COMMENTS: )r+ t1r de- Qvt+d1 L rc.- • , 5 r zcc-:e.5/4 c c i CI de 4,/i e (J (: 5 t vC ht [/ a (ri.. (e & •t 4-1l -(-. t,r- - s 6 tle_G- 7_oOO cc Inspector: pate (0 _ 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 INS QUIN NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: n‘A-'i kJ Typ of Inspection: ..„ Address—i i 1 .76 ,S. tc.A..f 4e C ffr frt Date Called? r-tAiy .,4 Special Instructions: A_ 0.1 Date Wanted: a.m. p.m. Requester: Phone No; giipproved per applicable codes. Correction S required prior to approval. COMMENTS: -"I I rif\- OFt--(‹„e ir f )CA' fr% pry° 5 \ (NtAiti" --r-f-k• CS ir Inspector: Datez_ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit Of\ t ti-pi2. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Project: It,t\L, C1,(-t Ab1 Type of Inspection: c v`l4—i Address; ' \1 C9*b(0, Se pU-`1 Date Called: Special Instructions: Date Wanted: t,.Z" 0 Iu' rri: p.m: Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. eOlwatENTS n -I ; n L A p p iw * 1 CiOl-1,A,2N i-ltC Apt?/c\./ c; vv\'I Q-2t s ‘/S..vi .e S'A (A rk)C- A i k 4:, c woL ,...6 C' A C k R I (J 4 __L_ e-i-L--) leapt+! r cM., 1 ECTION FEE R.EQUI. 6300 Southcenter Btv Date: (y D. Prior to next/inspection. fee must be .. Suite 100. Cali to schedule reinspection. 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Mechanical: Summary.; CH=SUM Revised June 2013 12 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > . Project Info Project Address buybuyBaby Parkway Super Center Date 6/2/2014 --,t-„„COO 17574 South Center Parkway For Building Dept. Use fll�"'' Tukwila, Washington 98188 �i Applicant Name: MCG Architecture . - ^' Applicant Address: 250 Sutter St., Suite 500, San Francisco, CA 9 Applicant Phone: 415-974-6002 r �'� OVA ,� -.` Project Description '� '�; Briefly describe mechanical / *• — A ® y system type and features. „b �' 2 , on�i'F 43055 0 ,st, Includes Plans Drawings must contain notes requiring compliance with commissioning provis' ,si%. \T' A, AL 0 Simple System 0 Complex System 0 Systems Analysis, -•- Compliance Option %5 EXPIRES Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. Equip Capacity2 OSA CFM SEER Econmizer Heat ID Type Brand Name Model No.1 Btu/h or Econo? or EER IPLV3 Option or Recovery Exceptions Y/N SEE PLANS Heating Equipment Schedule REVIEWED cOR Equip. Equip Capacity2 DE CO PLQ,q CF Heat ID Type Brand Name Model No.1 Btu/h cono?AFi�g i,�l�i:t7u t 1h Efficiency4 Recovery 4 Vy�% 1��}4j Y/N SEE PLANS JUL 2 L,C 1 7 City of Tukwila Fan Equipment Schedule . BUILUINC3 DIVISION Equip. Equip ID Type Brand Name1 Model No.1 CFM SP1 HP/BHP Flow Controls Location of Service SEE PLANS Service Water Heating Equipment Schedule Equip. Equip Input Sub - ID Type Brand Name1 Model No.1 Capacity Category EF7 Location of Service P7 SEE PLANS SEE PLANS 3.0 KW RESIS. * *COMPLIES WITH DOE/ASHRAE 90.1 1 If available. 2 As tested according to Table C403.2.3(1)A thru C403.2.3(8). 3 If required. 4 COP, HSPF, Combustion Ef alEVEDas applicable. 5 Flow control types: variable air volume (VAV), constant volume (CV), or variable speed (VS). 6 EconomiClTAre{F n i xwiLA ( I+ 0 JUN 19 2014 PERMIT CENTER echanical Permit PIansRCliecklist Page.1 of 3 ;MECH `CHK` 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Revised June 2013 Project Address buybuyBaby Parkway Super Center Date 6/2/2014 The following information is necessary to check a mechanical permit application for commercial provision compliance with the 2012 WSEC. NOTE: Define print area in Excel prior to printing MECH-CHK pages. Applicability (yes,no,na) Code Section Code Provision Information Required Location on Plans Building Department Notes GENERAL PROVISIONS Equipment Sizing & Performance yes C403.2.1 Load calculations Load Cha terl3ulations performed per ASHRAE Std 183 or equivalent per P M4.1 Y es C403.2.2 Equipment and system sizing Output capacity of heating and cooling equipment and systems do not exceed calculated loads, note exceptions taken M4.1 yes C403.2.5 Minimum ventilation Ventilation (natural or mechanical) provided per IMC; indicate mechanical ventilation is capable of being reduced to minimum requirement per IMC M2.1, M4.1 yes C403.2.3 & C403.2.3.2 & C403.2.12.1 Equipment minimum efficiency Provide equipment schedules or complete MECH-SUM tables with type, capacity, efficiency, test standard (or other efficiency source) for all mechanical equipment M4.1 N.A. C403.2.13 Electric motor efficiency Provide equipment schedule with hp, rpm, efficiency for all motors; note except. N.A. C403.2.10 Fan power limitation Fan system motor hp or bhp does not exceed limits per Table C403.2.10.1(1) yes& C403.2.10.3 C403.2.13 Fractional hp fan motors Indicate fan motors 1/12 to 1 hp are ECM type or meet minimum efficiency req. M4.1 N.A. C403.2.3 capacity Maximum air cooled chiller Indicate air-cooled chiller capacity does not exceed air-cooled chiller limit N.A. . C4032.1 Non-standard water-cooled chillers Full -load and NPLV values for water-cooled centrifugal chiller adjusted for non-standard operational conditions N.A. C403.2.12.1.2 Centrifugal fan cooling towers Large capacity cooling towers with centrifugal fan(s) meet efficiency requirements for axial fan open circuit cooling towers yes C403.2.3 Forced heatersair furnace and unit Indicate intermittent ignition or IID, flue/draft damper & jacket loss M4.1 N.A. C403.2.3.3 heating/coolinq equipment Packaged electric List equipment required to be heat pumps on schedule N.A. C403.2.3.4 Humidification Indicate method of humidification (note requirements for systems with economizer) HVAC System Controls & Criteria Y es C403.2.4.1 Thermostatic controls Indicate locations of thermostatic control zones on plans, including perimeter systems M2.1,M3.1 N.A. C403.2.4.1.1 Heat pump supplementary heat Indicate staged heating (compression/supplemental) & outdoor lock -out temp Y es C403.2.4.2 Setpoint overlap (deadband) Indicate 5°F deadband minimum for systems controlling both heating & cooling M4.1 yes C403.2.4.3 Automatic setback and shutdown Indicate zone t-stat controls with required automatic setback & manual override M4.1 Y e5 C403.2.4.3.3 Automatic (optimum) start Indicate system controls that adjust equip start time to match load conditions M4.1 yes C402.4.5.2 & C403.2.4.4 Dampers Indicate location of OSA, exhaust, relief and return air dampers; include AMCA rated leakage and control type (motorized or gravity; note exceptions M4.1 N.A. C403.2.11 Heating outside a building Indicate radiant heat system and occupancy controls N.A. C403.2.4.5 Snow melt systems Indicate shut-off controls based on outdoor conditions yes C403.2.4.6 equ pmenon heatingt Indicate modulating or staged control M4.1 N.A. C403.2.4.7 Group R1 hotel/motel systems Indicate method for guest room automatic setback & set-up of 5°F minimum N.A. C403.2.4.8 / g Group R2/R3 dwelling unit systems Indicate 5-2 programmable thermostats in primary spaces with minimum of two setback periods; note exceptions taken N.A. C403.2.5.1 ventilation Demand controlled Indicate high -occupancy spaces and systems requiring DCV N.A. C403.2.5.2 Occupancy sensors Indicate spaces requiring occupancy -based system control and method; or alternate means provided to automatically reduce OSA when partially N.A. C403.2.5.3 Enclosed loading dock/parking garage ventilation Indicate enclosed loading dock and enclosed parking garage ventilation system activation and control method N.A. C403.2.5.4.1 Kitchen exhaust hoods Indicate kitchen hoods requiring make-up air; indicate make-up air source and conditioning method N.A. C403.2.5.4.2 Laboratory exhaust systems Indicate lab exhaust systems requiring heat recovery, method & efficiency; or alternative method taken (VAV, semi -conditioned makeup, or CERM calculation) N.A. C403.2.6.1 Energy recovery - ventilation systems Indicate ventilation systems requiring ER, method & efficiency; note exceptions N.A. C403.2.6.2 Energy recovery - condensate systems Indicate on -site steam heatingsystems requiring energyrecovery y q g N.A. C403.2.6.3 condenser systems Energy recovery - Indicate remote refrig. condensers requiring ER and use of captured energy VLMK CONSULTING ENGINEERS, 3933 SW Kelly Avenue • Portland • OR • 97239-4393 P F E w 503.222.4453 503.248.9253 vImk@vlmk.com www.vImk.com cluscoPSTRUCTURAL CALCULATIONS for buybuyBAB Y Tenant Improvement Parkway Super Center 17574 South Center Parkway Tukwila, Washington 98168 for MCG Architecture 250 Sutter Street, Suite 500 San Francisco, California 94108 Prepared By: Justin Elliott, PE VLMK Job Number: 20130405 June 6th, 2014 1"I-- 01)7 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 4 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 1 8 2014 PERMIT CENTER Structural Engineering•Civil Engineering•Industrial Engineering•Planning•Studies/Evaluations•Entitlement VLMK Consulting Engineers, Inc. Structural Calculations DC-1 buybubyBABY TI buybuyBABY Tenant Improvement 17574 South Center Parkway Tukwila, Washington 98168 VLMK JOB NO. 20130405 STRUCTURAL CALCULATIONS FOR BUILDING PERMIT TABLE OF CONTENTS Design Outline and Criteria DC-1 thru DC-3 Structural Calculations C-1 thru C-18 File: G:1Acad2013120130405\Caiculationst20130405 DC.docx Page 1 Printed: June 06, 2014 Structural Calculations DC-2 buybubyBABY TI PROJECT DESCRIPTION The buybuyBABY TI project consists of the following items: • Addition of a new cold -formed steel (CFS) framed office mezzanine to the interior of the existing retail space. • Addition of new exterior concrete dock with steel framed canopy. • Addition of (6) new roof -top mounted HVAC units. • Minor modifications to the existing facade. ***LIMITATIONS*** VLMK Consulting Engineers was retained in a limited capacity for this project. The design is based upon information provided by the client, who is solely responsible for the accuracy of the information. No responsibility and/or liability is assumed by, nor is any to be assigned to, VLMK Consulting Engineers for items beyond that shown in this Structural Calculation Package. DESIGN CRITERIA CODES: 2012 International Building Code as amended by the State of Washington DESIGN LOADS: Live Loads: Roof Snow Load Flat Roof Snow Load, Pf Snow Exposure Factor, Ce Snow Load Importance Factor, IS Thermal Factor, Ct Floor Loads Mezzanine (per tenant design criteria) 25.0 psf 1.0 1.0 1.0 80 psf Dead Loads: Roof (existing) Roofing (new and future) 4.0 psf Insulation 1.5 psf Sheathing 1.5 psf Sub-purlins 0.7 psf Purlins 1.5 psf Beams 2.0 psf Mechanical and Electrical 1.0 psf Miscellaneous 2.8 psf Total Roof Load 15.0 psf Mezzanine Sheathing 2.3 psf Framing ' 5.0 psf Mechanical and Electrical 1.0 psf Miscellaneous 6.7 psf Total Floor Load 15.0 psf File: G:\Acad2013120130405\Calculations\20130405 DC.docx Page 2 Printed: June 06, 2014 Structural Calculations DC-3 buybubyBABY TI Dead Loads (continued): Additional Loads Roof Mounted Mechanical Units Wind: Basic Wind Speed (3-second gust) Risk Category Wind Exposure Internal Pressure Coefficient Seismic: Risk Category Seismic Importance Factor Mapped Spectral Response Accelerations Site Class Spectral Response Coefficients Seismic Design Category Basic Seismic force resisting system (at mezzanine) Seismic response coefficient(s) Response modification factor Analysis procedure used Component Anchorage Factors HVAC Equip As Noted 110 mph (Ult) 85 mph (ASD) II B GC„, = +/- 0.18 II 1.0 Ss = 1.442g Si = 0.537g D (assumed) Sds = 0.961g Sdi = 0.537g D Light -frame walls sheathed with wood structural panels Cs = 0.148 R = 6.5 Equivalent Static ap 2.5 Rp Ip 6.0 1.0 File: G:Wcad2013\20130405\Calculations120130405 DC.docx Page 3 Printed: June 06, 2014 VLMK CONSULTING ENGINEERS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 P 503.222.4453 503.248.9263 11 Job vJ b W7 Tu ? L f�— Client el"-Lq Job No 2C71/vlKBy Date O4/ f4 Sheet No C r*',.'-�.- i d u 4 Z s. i I r i ' �L p i I i ClarkWestern Building Systems CW Tech Support: (888) 437-3244 clarkwestern.com 2007 North American Specification ASD DATE: 6/5/2014 SECTION DESIGNATION: 800S162-54 [50] Single Section Dimensions: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Inside Corner Radius = Punchout Width = Punchout Length = Design Thickness = Steel Properties: Fy = Fu = Fya = INPUT PARAMATERS 8.000 in 1.625 in 1.625 in 0.500 in 0.0849 in 1.500 in 4.000 in 0.0566 in 50.000 ksi 65.000 ksi 50.000 ksi 1Lc'otZ- ALLOWABLE FLOOR JOIST SPANS Deflection Limits: Dead Load = 15.0 psf Total Load = L/240 Live Load = 80.0 psf Live Load = L/360 Two -Span Live Load Deflection Based on Alternate Span Loading Bearing Lengths for Web Crippling: End Condition = 1.0 in Interior Condition = 3.5 in Allowable Shear and Web Crippling Based on Unpunched Web K-phi for Distortional Buckling = 0.00 lb*in/in ALLOWABLE SPANS SINGLE SPAN TWO EQUAL SPANS WITH TRANSVERSE WEB STIFFENERS 1/ JOIST SPACING i 12.0 in 16.0 in 24.0 in 14'6"e 15'2"i 10'8"e 13'1"a 10'8"a Stiffeners required as noted: e = end, i = interior, a = all WITH UNSTIFFENED WEBS JOIST SPACING 12.0 in 16.0 in 24.0 in SINGLE SPAN 12' 1" TWO EQUAL SPANS 11' 9" 9' 0" 6' 0" 9' 7" 7' 0" a lZ -0 d. ear" G-Z ClarkWestern Building Systems CW Tech Support: (888) 437-3244 clarkwestern.com 2007 North American Specification ASD DATE: 6/5/2014 SECTION DESIGNATION: 600S162-54 (50] (2) Boxed Section Dimensions: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Inside Corner Radius = Punchout Width = Punchout Length = Design Thickness = Steel Properties: Fy = Fu = Fya = INPUT PARAMETERS 6.000 in 1.625 in 1.625 in 0.500 in 0.0849 in 1.500 in 4.000 in 0.0566 in 50.000 ksi 65.000 ksi 55.318 ksi ALLOWABLE UNIFORM LOADS Deflection Limit: U360 Listed load multiplied by 1.00 for deflection check Listed Allowable Loads Not Modified for Duration of Load for Strength Checks Member Configuration: (2) BOXED MEMBERS Shear Capacity Based on Unpunched Web End Bearing Length for Web Crippling = 3 in Flexural Bracing: NONE TOTAL ALLOWABLE UNIFORM LOADS (Ib/ft) SPAN LENGTH (ft) 3.50 4.00 4_5 Without Web Stiffeners 982.8 With Web Stiffeners 3226.2 860.0 860.0 2527.1 I1 I1 G ClarkWestern Building Systems CW Tech Support: (888) 437-3244 clarkwestern.com 2007 North American Specification ASD DATE: 6/5/2014 SECTION DESIGNATION: 362S162-54 [50] Single Section Dimensions: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Inside Corner Radius = Punchout Width = Punchout Length = Design Thickness = Steel Properties: Fy = Fu = Fya = 3.625 in 1.625 in 1.625 in 0.500 in 0.0849 in 1.500 in 4.000 in 0.0566 in 50.000 ksi 65.000 ksi 50.000 ksi COMBINED AXIAL AND BENDING LOADS INPUT PARAMETERS Overall Wall Height = 10.0 Lateral Load = 5.0 psf Lateral Load Multiplied by 1.00 for interaction checks Listed Allowable Axial Load multiplied by 1.00 for interaction checks Lateral load not modified for deflection calculations Studs Considered Fully Braced for Bending K-phi (flexure) for Distortional Buckling = 0.00 Ib*in/in K-phi (axial) for Distortional Buckling = 0.00 Ib*in/in ALLOWABLE LOADS (lb) SPACING Maximum BRACING 12 in 16 in 24 in KUr NONE 1135 1110 1059 199 MID Pt 2799 2722 2574 99 THIRD Pt 3960 3834 3595 83 SHEATH 2 SIDES N/A N/A N/A 83 DEFLECTION U2746 U2060 U1373 Note: Axial loads for sheathing braced design are based on the North American Standard for Cold -Formed Steel Framing - Wall Stud Design, 2007 Edition with 1/2 inch gypsum sheathing and No. 6 fasteners max 12 inches on center P VLMK CONSULTING ENGINEERS 3933 SW Kelly Avenue a e 503.222.4453 • Portland • Oregon 97239-4393 503.248.9263 ei Job Client L@ Job No L Lfit f' By Date OC Sheet No G m u - 1 j li1 4Q 1c42S, 4,1-1 41L 'S r4 t.uc. . _i ! j G4 ;Macs i- I i l• ! ... r 33 �4 . IKw _ -6� } , : SDK W W- L• .*cG I • i 4 7 N u t.J t1- «; .*J. 8? 5c ¢ ts./ 5 A 67tz � �� = 3' pi e VLMK CONSULTING ENGINEERS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 P F E w 503.222.4453 503.248.9263 vlmk@vlmk.com www.vlmk.com v3.02 - Software Copyright 2013 VLMK Consulting Engineers. All Rights Reserved. Wood Shearwall Overturning Analysis Based on the 2009 International Building Code Floor DL = psf Roof DL — 0 psf Wall DL = psf Tolerance = Ibs Holdown Offsets in (see Note 3) Load Combination =I,r 0 §,OE5a 0 7 Ra SDS = short period factor Job bbBaby Tikwila Job No. 20130405 Date 06/2014 Sheet No. C - ROOF/FLOOR LOAD P —..- ******+*++++*++$+ WALL WT. HEIGH WIDTH ►? Notes: 1. Input Seismic loads as 0.7E values. 2. Input Wind loads as 1.0W values. 3. Holdown Offset measured from centerline of holdown to end of wall. 4. Simpson Holdowns are based on a minimum 3 1/2" stud/post width (2x4 wall) except as noted. 5. At Simpson HDU14, HD12, and HD19•holdowns, designer is to verify anchor bolt requirements and post size & capacity considering effective post height. ea r_wa l l Overture in g Desag Wall (W)ind Height Width Load -or- (ft) (ft) (plf) (S)eis Roof Floor holdown Trib Trib -or- MOT MRES (ft) (ft) strap (lb-ft) (Ib-ft) 11685 27410 4725 6150 6965 13364 8865 9032 14420 4562 Uplift Total Above Uplift (Ibs) (Ibs) Holdown Required -557 OK -108 OK -326 OK -9 OK. 717 S/HTT14 VLMK CONSULTING ENGINEERS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 P 503.222.4453 503.248.9263 III Job Client ✓int-(I Job No 'Zt) / S"4h3C By .T Elate Sheet No C ` t VLMK CONSULTING ENGINEERS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 v2.05 - Software Copyright 2012 VLMK Consulting Engineers. P F E w 503.222.4453 503.248.9263 vlmk@vlmk.com www.vlmk.com All Rights Reserved. Job bbBaby Tukwila Job No. 20130405 Date 06/2014 Sheet No. Snow Drift Design - Flat Roofs Based on the 2012 International Building Code Section 1608 and ASCE 7-10 Chapter 7 1 iu PreM BALANCED SNOW LOAD SURCHARGE LOAD DUE TO DRIFTING �is>�ss==s=as=sss>I�sss=I projection type, L, drifts on lower roofs Location Back of Fagade pg= I= Ct= Ce= Pi= Pmin= Pr(design) = 1 ff SURCHARGE LOAD DUE TO DRIFTING BALANCED SNOW 9111111l.:��___ ��% d ass rar projection type, P, drifts on roof projections (e.g. parapets and mechanical units) (Ib/ft2) ground snow Toad [Figure 7-1 and Table 7-1] importance factor [Table 7-4] thermal factor (Table 7-3) exposure factor [Table 7-2] 14 (Ib/ft2) 20 (Ib/ft2) ...Y .: (Ib/ft2) y = 17.3 (Ib/ft3) hb= 1.45 (ft) I„= (Input below) 11= (input below) hr= (input below) hd= (calculated below) Pmax= (calculated below) projection type Iu (ft) snow Toad on flat roofs (roof slope <_ 5 ) minimum snow roof Toad (section 7.3) design snow roof Toad density of drifted snow height of balanced snow load length of roof upwind of the drift (leeward drift) length of lower roof (windward drift) total height of roof projection height of snow drift max drift load + roof snow load, g(hd+hb) 11 (ft) hr (ft) hd (ft) 2.8 he Pmax (ft) (Ib/ft2) 6.6 73.2 W (ft) 11.2 Pd (1 b/ft2) 48.2 Description Dock Canopy - Joists c-� I �n�ad2 ,i3Otao4 oUt t(gn t? id btti kw� a c k EKlEt 641 IN01983- 74 Bpi 6 6;"1�r674i2& , Licensee : VLMK CONSULTING ENGINEERS" Calculations per AISC 360-05, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set : IBC 2012 Mated tat oNe# Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis : Major Axis Bending Load Combination IBC 2012 D(0.079). S(0.33556) Span = 2.50 ft W8x10 0(0.079;(0.356) Span= 16.30ft W8x10 Fy: Steel Yield : E: Modulus : * 50.0 ksi 29,000.0 ksi * D 0.079)+S(0.356) Span = 3.50 ft W8x10 )pplled Load for Span Number 1 Uniform Load : D = 0.0790, S = 0.3560 k/ft, Load.for Span Number 2 Uniform Load : D = 0.0790, S = 0.3560 k/ft, Load for Span Number 3 Uniform Load : D = 0.0790, S = 0.3560 k/ft, 'DEStGIV�Sf�MA!1A�! 4ia Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection Tributary Width = 1.0 f Tributary Width = 1.0 f Tributary Width = 1.0 f 0.569 : 1 W8x10 12.441 k-ft 21.870 k-ft +D+S+H 8.047ft Span # 2 0.538 in -0.249 in 0.657 in -0.305 in Service Toads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = 363 240, 298 197 Design OK 0.135 : 1 W8x10 3.625 k 26.826 k +D+S+H 16.300 ft Span # 2 ,��Fp. axlrp,m OP, tlorlsa U;11009red Loadsq Load Combination Span Max. " " Deft Location in Span Load Combination Max. °+^ Defl Location in Span D+S tca Reactions:: Load Combination 1 2 3 Support 1 0.0000 0.6571 0.0000 Support 2 0.000 8.253 8.253 D+S D+S Support notation : Far left is #1 Support 3 Support 4 -0.3048 0.0000 -0.3928 Values in KIPS 0.000 0.000 3.500 Overall MAXimum Overall MINimum D Only S Only D+S 4.553 0.827 0.827 3.726 4.553 5.148 0.935 0.935 4.213 5.148 - t6 Description Dock Canopy - Perimeter Joist E REFEREjta le' %°cad2�i1, '3t 4t13Oh05 Gal 1a' 1=F CRC aa` IkIC" 986 20 �rnsY20130405 r fb'h��tulil ��Bu1,ld6f44,„1,2`r�"Ve�"rh67� Licensee : VLMK CONSULTING ENGINEERS Calculations per AISC 360-05, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set : IBC 2012 ; te�ial ka a es Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis : Major Axis Bending Load Combination IBC 2012 C8x11.5 Apphedgabs; Load for Span Number 1 Uniform Load : D = 0.040, S = 0.1780 Load for Span Number 2 Uniform Load : D = 0.040, S = 0.1780 Load for Span Number 3 Uniform Load : D = 0.040, S = 0.1780 Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection Span = 16.30 ft • C8x11.5 k/ft, Tributary Width = 1.0 f k/ft, Tributary Width = 1.0 f k/ft, Tributary Width = 1.0 f 0.259 : 1 C8x11.5 6.235 k-ft 24.027 k-ft +D+S+H 8.047ft Span # 2 Fy : Steel Yield : E: Modulus : 50.0 ksi 29,000.0 ksi Span =.3.50 ft C8x11.5 Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.255 in Ratio = -0.118 in Ratio = 0.312 in Ratio = -0.145 in Ratio = 767 507 627 415 Design OK 0.057 : 1 C8x11.5 1.817 k 31.617 k +D+S+H 16.300 ft Span # 2 v ra"l1 =Nlaxlmum AefecffoP aPtoifrersit Load Combination Span Max. " " Defl Location in Span Load Combination Max."+" Defl Location in Span D+S Load Combination 1 2 3 a701 ns 3tJnfac tired •Support 1 0.0000 0.3121 0.0000 Support 2 0.000 8.253 8.253 D+S D+S Support notation : Far left is #1 Support3 Support4 -0.1447 0.0000 -0.1866 Values in KIPS 0.000 0.000 3.500 Overall MAXimum Overall MINimum D Only S Only D+S 2.282 0.419 0.419 1.863 2.282 2.580 0.473 0.473 2.106 2.580 6�Aca ?01,31070: ��NSRCALc�t�c=si) Licensee : VLMK CONSULTING ENGINEERS Description : Dock Canopy - Beams REF�R'ENi Calculations per AISC 360-05, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set : IBC 2012 ateriaal'PopA. Analysis Method : Allowable Strength Design Beam Bracing : Beam bracing is defined as a set spacing over all spans Bending Axis : Major Axis Bending Load Combination IBC 2012 tynbra dtejths ^. r First Brace starts at 0.0 ft from Left -Most support Regular spacing of lateral supports on length of beam = 5.250 ft D(0.93) S(4.21) Span = 15.750 ft W12x14 Fy : Steel Yield : E: Modulus : D(0.93) S(4.21) 50.0 ksi 29,000.0 ksi aar Service loads entered. Load Factors will be applied for calculations. Load(s) for Span Number 1 Point Load : D = 0.930, S = 4.210 k on, 5.250 fi Point Load: D = 0.930, S=4.210k(a)10.50fi EgaltlIMMA Maximum Bending Stress Ratio =_ Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.783 : 1 W12x14 26.985 k-ft 34.445 k-ft +D+S+H 8.663ft Span # 1 Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0:395 in Ratio = 0.000 in Ratio = 0.483 in Ratio = 0.000 in Ratio = 477 . 0 <240 391 0 <180 Design OK 0.120 : 1 W12x14 5.140 k 42.754 k +D+S+H 0.000 ft Span # 1 OveratI M zimur i Alcflgctions ` nfactored�L' oa' ds Load Combination Span Max. " " Defl Location in Span Load Combination Max. "+" Defl Location in Span D+S :cal Reactions SUnfactrgeed 1 Load Combination Support 1 0.4831 Support 2 7.954 Support notation : Far left is #1 0.0000 Values in KIPS 0.000 Overall MAXimum Overall MINimum D Only S Only D+S 5.140 0.930 0.930 4.210 5.140 5.140 0.930 0.930 4.210 5.140 C�IZ V� ad2Q 3a2#0,040 1Cai4l002-0 3040 ` tibbat gI�N RCAF IN4,1982Q11rli ild G426er - Licensee VLMK CONSULTING ENGINEERS Description : Dock Canopy - Columns ereren:ces Calculations per AISC 360-05, IBC 2006, CBC 2007, ASCE 7-05 Load Combinations Used : IBC 2012 Steel Section Name : Analysis Method Steel Stress Grade Fy : Steel Yield E : Elastic Bending Modulus Load Combination : pelted 01.4, AXIAL LOADS .. Axial Load at 13.0 ft, Xecc = 2.000 in, D = 0.930, S = 4.210 N tkirt HSS4x4x1/4 Allowable Strength 46.0 ksi 29,000.0 ksi IBC 2012 Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio Load Combination Location of max.above base At maximum location values are Pa : Axial Pn / Omega : Allowable Ma-x : Applied Mn-x / Omega : Allowable Ma-y : Applied Mn-y / Omega : Allowable PASS Maximum Shear Stress Ratio = Load Combination Location of max.above base At maximum location values are Va : Applied Vn / Omega : Allowable Overall Column Height 13.0 ft Top & Bottom Fixity Top & Bottom Pinned Brace condition for deflection (buckling) along columns : X-X (width) axis : Unbraced Length for X-X Axis buckling = 13.0 ft, K = 1.0 Y-Y (depth) axis : Unbraced Length for Y-Y Axis buckling = 13.0 ft, K = 1.0 0.1353 :1 +D+S+H 12.913 ft 5.140 . k 45.704 k 0.0 k-ft 10.765 k-ft -0.8509 k-ft 10.765 k-ft 0.002592 : 1 +D+S+H 0.0 ft 0.06590 k 25.423 k Service loads entered. Load Factors will be applied for calculations. Maximum SERVICE Load Reactions .. Top along X-X Bottom along X-X Top along Y-Y Bottom along Y-Y 0.06590 k 0.06590 k 0.0 k 0.0 k Maximum SERVICE Load Deflections... Along Y-Y . 0.0 in for load combination : Along X-X -0.07157 in for load combination : D+S at 0.0ft above base at 7.591ft above base vLMx CONSULTING ENGINEERS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 P 503.222.4453 503.248.9263 II Job bI3HV Y 1 1c O - Dent ✓1'L C Li Job No 20 13 o fd S By a3e*-- Date O C i¢ Sheet No C- -, 7 Description : New Purlins at HVAC Units kcaR#380k4 'I4u(at0 0t3048—fladgtli ec ENER LCEIN0 983.2014, Build 6,i14, Licensee : VLMK CONSULTING ENGINEERS Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set : IBC 2012 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2012 Wood Species Wood Grade Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsion buckling DF/DF : 24F - V4 2400 psi 1850 psi 1650 psi 650 psi 265 psi 1100 psi E : Modulus of Elasticity Ebend- xx Eminbend xx Ebend- yy Eminbend Density yy 1800 ksi 930 ksi 1600 ksi 830 ksi 32.21 pcf Span = 20.0 ft Beam self weight calculated and added to loads Uniform Load : D = 0.0150, •S = 0.0250 ksf, Tributary Width = 8.0 ft, (Dead, Snow Uniform Load : D = 0.1610 klft, Extent = 0.0 —» 9.0 ft, Tributary Width = 1.0 f Maximum Bending Stress Ratio = 0.911: 1 Maxim Section used for this span 3.125x13.5 fb : Actual 2,514.89 psi FB : Allowable = 2,760.00 psi Load Combination +D+S+H Location of maximum on span = 8.978ft Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.628 in 0.000 in 1.247 in 0.000 in Ratio = Ratio = Ratio = Ratio = Service loads entered. Load Factors wit be applied for calculations. um Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 382 0 <240 192 0 <180 Design OK 0.453 : 1 3.125x13.5 137.97 psi 304.75 psi +D+S+H 0.000ft Span # 1 Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span D+S Support 1 1.2474 Support 2 9.854 Support notation : Far left is #1 0.0000 Values in KIPS 0.000 Overall MAXimum Overall MlNimum D Only S Only D+S 4.417 2.000 2.417 2.000 4.417 3.620 1.620 1.620 2.000 3.620 VLMK CONSULTING ENGINEERS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 P 503.222.4453 503.248.9263 Job 101) 5 -11A OLtt- Client ✓1" GCS Job No 'IiDI3 :6' By T'Z� Date DCi/// Sheet No C ( 5 VLMK CONSULTING ENGINEERS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 503.222.4453 503.248.9263 vlmk@vimk.com www.vlmk.com v2.10 - Software Copyright 2014 VLMK Consulting Engineers. AD Rights Reserved. Job bbBABY Tukwila Job No. 20130405 Date 06/2014 Sheet No. C' ( (a• Wind Loads - Components and_ Cladding - Low Rise Based on the 2012 International Building Code and ASCE 7-10, 30.5 ( Simplified Procedure h s.609 Exposure Category [Section 26.7.3] Kzt = Topographic Factor [Figure 26.8-1] Risk Category (II), (I), or (III and IV) [IBC Table 1604.5] Degrees Ultimate Wind Speed 3-Second Gust [Figure 26.5-1A, B, & C] Span Length x Effective Width (Not Less Than Span Length/3) Per ASCE 7-10, 30.5 - Part 2 and Figure 30.5-1 Roof Slope = V= Effective Area = Load Factor Ultimate = 1.0W loads, ASD = 0.6W loads Wall Loads: Height (ft) Adjustment A Wall - Interior Zone 4 (psf) (0.6WASD LEVEL ) Wall - End Zone 5 (psf) 15 1.00 11.1 -12.2 11.1 -13.6 20 1.00 11.1 -12.2 11.1 -13.6 25 1.00 11.1 -12.2 11.1 -13.6 30 1.00 11.1 -12.2 11.1 -13.6 35 1.05 11.7 . -12.9 11.7 -14.2 40 45 1.09 1.12 12.1 (3:3 12.1 -14.8 12.4 12.4 -15.2 50 1.16 12.9 -14.2 12.9 -15.7 55 1.19 13.2 -14.6 13.2 -16.1 60 1.22 13.5 -14.9 13.5 -16.5 Minimum design = 10 psf pressure ( 0.6W) Roof Loads: Height (ft) Adjustment A Roof - Interior Zone 1 (psf) Roof - End Zone 2 (psf) (0.6WASD LEVEL ) Roof - Corner Zone 3 (psf) 15 1.00 4.2 -11.9 4.2 -14.2 4.2 -14.2 20 1.00 4.2 -11.9 4.2 -14.2 4.2 -14.2 25 1.00 4.2 -11.9 4.2 -14.2 4.2 -14.2 30 1.00 4.2 -11.9 4.2 -14.2 4.2 -14.2 35 1.05 4,4 -12.5 4.4 -14.9 4.4 -14.9 40 45 1.09 1.12 4.6 -13.0 4.6 -15.4 4.6 -15.4 4.7 -13.4 4.7 -15.9 4.7 -15.9 50 1.16 4.9 -13.9 4.9 -16.4 4.9 -16.4 55 1.19 5.0 -14.2 5.0 -16.9 5.0 -16.9 60 1.22 5.1 -14.6 5.1 -17.3 5.1 -17.3 NOTES;, 1.) Presures are applied normal to their respective surfaces. 2.) Plus and minus signs signify pressures acting toward (+) and away (-) from the surfaces. 3.) The value used in design shall not be less than that required by Section 30.2,2. -t3- c:2. 3:e,i sIm o4ogoalai a ii§pcdp40.RI b to e6 ci e olBlids`i"4i? 6r�idt s • Licensee : VLMK CONSULTING ENGINEERS Description : Facade Wall Stud Force Analysis �n ral Bea #`P�d ��rti'es � Elastic Modulus 29,000.0 ksi Span #1 Span Length = Span #2 Span Length 7.0 ft 6.50 ft Area = 0.4470 i02 Area = 0.4470 inA2 Moment of Inertia = Moment of Inertia = 2.316 in^4 2.316 in^4 D(0.027) ♦ Span = 7.0 ft ♦ D(0.0271 Span = 6.50 ft r li d Loa �� Load for Span Number 1 Uniform Load : D = 0.0270 k/ft, Tributary Width = 1.0 fi Load for Span Number 2 Uniform Load : D = 0.0270 k/ft, Tributary Width = 1.0 fi Maximum Bending = Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 0.570 k-ft _) Maximum Shear = 913911 Load Combination 7.000ft Location of maximum on span Span # 1 Span # where maximum occurs 0.000 in 0.000 in 0.312 in -0.026 in CQ.1760 k 7.000 ft Span # 1 rera`II Na' �i 0,10i n Un ac oreall Laads� Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span D Only U�fact„`; 1 2 0.0000 0.3122 0.000 6.500 Support notation : Far left is #1 D Only -0.0258 0.0000 Values in KIPS 4.523 4.523 Load Combination Support 1 Support 2 Support3 Overall MAXimum Overall MlNimum D Only 0.013 0.013 0.013 0.351 0.351 0.351 Section Properties Structural (S) Stud. Section Properties ,YairAfl111aYx3, : 4c-�: r:,( I140r4'i ii`Fil .':• 144°',- g�`ea. I Wn ,)R,1. 4.1011h1�. ,1� )-:., i ,611�1,. �1�?._ •- Ifc.1]1.,"1i.i i - 1?1;::;• or i�;Ft' �i'c -Si f _�� � y ! a 1.. e�.G91.15r- - d�_� _ �bc'7 -yfel� .(�rA ��l r61.;lio�1 °= fiD ;!3�`•: x • . �4� �s_. �� a B 250S137-33 0.0346 250S137-43 0.0451 250S137-54 0.0566 250S137-68 0.0713 O8 '52 t034;6 50S'S Q a �Q, £ 5 250& 6 d 04""y�bz6G6 66 0 5 13 0.197 0.67 0.203 0.163 1.015 0.052 0.515 0.255 0.87 0.261 0.208 1.010 0.067 0.511 0.316 1.07 0.318 ' 0.255 1.004 0.080 0.504 0.390 1.33 0.386 0.309 0.994 0.095 0.495 d22 0... Ea ?8 MO' RR +62 8 Q 9 ©2 O b t 6 0 5 2ti a0 4 96 r0 G , 0 {35. 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Web stiffeners are required at all support points and concentrated loads See Section Properties Table Notes on page 6. 7 SSMA City of Tukwila Department of Community Development 7/1/2015 KEVIN MOUSTY 7100 E PLEASANT VALLEY RD, STE CLEVELAND, OH 44131 RE: Permit No. M14-0127 BUY BUY BABY 17686 SOUTHCENTER PKWY Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 8/10/2015. Based on the above, you are hereby advised to: 1) Ca11 the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 8/10/2015, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: M14-0127 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development July 03, 2014 MARK KUHN 7100 E PLEASANT VALLEY RD, STE 320 CLEVELAND, OH 44131 RE: Correction Letter # 1 MECHANICAL Permit Application Number M14-0127 BUY BUY BABY - 17686 SOUTHCENTER PKWY Dear MARK KUHN, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - M DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. (BUILDING REVIEW NOTES) 1. New mechanical equipment to be installed on the roof exceeding 400 pounds shall require an engineer's analysis for the roof structure with calculations to show the roof structural members are sufficient for the combined loads imposed by all the mechanical equipment. Provide engineer's calculations with structural details if necessary for upgrades to the roofs structural members. In addition, details shall show how units secure to the curbs to resist wind and seismic loads. All engineer's documents shall be stamped and signed by the engineer. (IMC 106.3.1, 301.15, 301.18, Section 302, IBC 1604.4 & 1606.2) Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, 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. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, --T)?4‘IN, Bill Rambo Permit Technician File No. M14-0127 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Jennifer Marshall k From: Mousty, Kevin <KMousty@mcgarchitecture.com> Sent: Wednesday, July 09, 2014 1:05 PM To: Jennifer Marshall Cc: DeCapite, Marie Subject: RE: correction letter #1 for M14-0127 Hi Jennifer — Per our conversation earlier today — Mark is no longer with MCG. Can you please forward any comments / updates to myself and Marie DeCapite Kmousty@mcgarchitecture.com Mdecapite@mcgarchitecture.com Thanks! Kevin Kevin Mousty Principal /Associate MCG Architecture 7100 East Pleasant Valley Road, Suite 320 Cleveland, OH 44131 (T) 216.520.1551 (F) 216.520.1567 http://www.mcgarchitecture.com Follow us on Linkedln From: Jennifer Marshall [mailto:Jennifer.Marshall(a@TukwilaWA.gov] Sent: Wednesday, July 09, 2014 4:03 PM To: Mousty, Kevin Subject: correction letter #1 for M14-0127 Attached is the correction letter per our telephone conversation. I have also attached the Revision Submittal Form referenced in the letter. Jennifer Marshall Permit Technician, City of Tukwila T: 206 431-3670, F: 206 431-3665 The City of opportunity, the community of choice. 1 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M14-0127 DATE: 07/18/14 PROJECT NAME: BUY BUY BABY SITE ADDRESS: 17686 SOUTHCENTER PKWY Original Plan Submittal Revision # X Response to Correction Letter # 1 before Permit Issued Revision # after Permit Issued DEPARTMENTS: Kr Kvc, 0L2-2- Building Division mp Public Works n Fire Prevention Structural n Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 07/22/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 08/19/14 Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: aohn\exvu, Ga5 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M14-0127 DATE: 06/19/14 PROJECT NAME: BUY BUY BABY SITE ADDRESS: 17686 SOUTHCENTER PKWY X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division ire Prevention sp Planning Division Public Works Structural Permit Coordinator IN PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 06/24/14 Structural Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 07/22/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: ` `� V Departments issued corrections: Bldg - Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 f ti Plan Check/Permit Number: 1 -r O d.1 n Response to Incomplete Letter # Response to Correction Letter # ❑` Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 1.4 Y f? V1 Y) b1 Project Address: Phone Number:0.(0'67-1° Contact Person: (Yl0 Summary of Revision: 'i \1 Li �C�t.rn c,Ttnx.,l�- C�vJ C E c'L 12.1�L-( G uall o kff i`-rjo e-k m 4f . P ,.\) ( P-rA1--- RECEIVED CITY OF TUKWILA 2014 PERMIT CENTER Sheet Number(s): •Cn 1.1 ' — t - "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: A +A/ Entered in TRAKiT on n VOL/ C:\Users\jennifer-m\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\D8TRCME6\Revision Submittal Form.doc Revised: March 2014 C S I CONSTRUCTION COMPANY Page 1 of 2 Washington State Department of Labor & Industries C S I CONSTRUCTION COMPANY Owner or tradesperson PHELAN, TIMOTHY J Principals PHELAN, TIMOTHY J, PRESIDENT UPSON, ROGER B, MEMBER (End: 11/04/2010) PHELAN, TOM, MEMBER (End: 11/04/2010) Doing business as C S I CONSTRUCTION COMPANY WA UBI No. 601 397 118 17721 NE RIVERSIDE PRKWY STE A PORTLAND, OR97230-7370 503-907-0070 Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. CSICOC*084L4 Effective — expiration 06/24/1992— 11/01/2014 Bond HARTFORD FIRE INS CO Bond account no. 5093096 $12,000.00 Received by L&I Effective date 10/17/2001 10/11/2001 Expiration date Until Canceled Insurance Zurich American Ins Co $1,000,000.00 Policy no. GL0655550804 Received by L&I Effective date 11/20/2013 11 /01 /2012 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601397118&LIC=CSICOC*084L4&SAW= 09/04/2014