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Home My WebLink AboutPermit D14-0191 - BUY BUY BABY - TENANT IMPROVEMENTBUY BUY BABY 17686 SOUTHCENTER PKWY D14-0191 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: htto://www.TukwilaWA.gov DEVELOPMENT PERMIT 3523049005 Permit Number: D14-0191 17686 SOUTHCENTER PKWY Project Name: BUY BUY BABY 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 BED BATH & BEYOND 650 LIBERTY AVE , UNION, NJ, 07083 Phone: (503) 907-0070 DESCRIPTION OF WORK: RETAIL TENANT INTERIOR BUILD -OUT OF EXISTING RETAIL SPACE WITH ENTRANCE CANOPY MODIFICATION. ADDITION OF CONCRETE LOADING DOCK WITH CANOPY AT REAR OF STORE. Project Valuation: $1,100,000.00 Fees Collected: $15,157.02 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Occupancy per IBC: M Electrical Service Provided by: TUKWILA FIRE SERVICE 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: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: q-i-t-( 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 constru tion or the performance of work. I am authorized to sign and obtain this development p�grmit and agree t nditions attached to this permit. Signature: 77JJ Print Name: (/S[/112 SLTC�4114 Date: 1A%4 1/ 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: 1: ***BUILDING PERMIT CONDITIONS*** 2: 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. 3: 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. 4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 9: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 10: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 11: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 12: Masonry construction shall be special inspected. 13: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 14: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 15: Remove all demolition rubble and loose miscellaneous material from fob 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. 16: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 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: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 20: 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. 21: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 22: Installation of high -strength bolts shall be periodically inspected in accordance with AISC specifications. 23: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 24: Permanent and temporary signage requires a separate permit - what is currently shown on the plans is too large and does not comply with the City's sign code. See TMC 19 for sign code and City web site for sign permit applications. 25: Any material spilled onto any street shall be cleaned up immediately. 26: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 54: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 30: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 27: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 28: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 29: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 31: Maintain fire extinguisher coverage throughout. 32: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 33: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 34: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 35: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 36: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is Tess, from the nearest visible exit sign. (IFC 1011.1) 37: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be Tess than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 38: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 39: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1011.6.3) 40: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 46: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 43: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 42: Maintain a 4 foot clear space around the sprinkler riser(s) for emergency access. (NFPA 25) (City Ordinance #2436) 44: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 47: When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Sprinkler Riser". (NFPA 13) 49: An approved manual fire alarm system including audible/visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2437. 41: U.L. central station supervision is required. (City Ordinance #2436) 51: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 48: 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) 50: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2437) 52: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 53: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 55: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 56: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 57: FIRE LANE - NO PARKING areas were declared at your complex because of less than minimum clearances for fire department vehicle access. These areas are in need of re-signing or repainting per City Ordinance #2435 and International Fire Code Chapter 5, Section 503.3 as amended. Fire apparatus access roads "Fire Lanes" shall be identified by painting the curb yellow and a four inch wide line and block letters 18 inches high, painted in the lane, at fifty foot intervals, stating, "FIRE LANE NO PARKING", color to be bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING", and painting the curb. Signs shall be posted on or immediately next to the curb line or on the building. Signs shall be twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart nor shall they be more than four feet from the ground. (City Ordinance #2435) 58: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 59: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 62: Per Tukwila Municipal Code a fire watch is required any time a fire sprinkler or fire alarm system is impaired. The fire watch shall be maintained until the system is restored. Contact the Tukwila Fire Prevention Bureau at 206-575-4407 for detailed fire watch requirements. 45: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 60: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 61: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 0450 F&S RESISTANT PEN 1400 FIRE FINAL 0201 FOOTING 0200 FOUNDATION WALL 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 4027 SI-COLD-FORM WELD 4000 SI-CONCRETE CONST 4046 SI-EPDXY/EXP CONC 4022 SI-MASONRY 4028 SI-REINF STEEL -WELD 4035 SI-SOILS 4025 SI-STEEL CONST 4026 SI-STRUCT STEEL 4004 SI-WELDING 0406 SUSPENDED CEILING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov D Applic )' ate Applic CONSTRUCTION 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: King Co Assessor's Tax No.: 17686 South Center Parkway, Tukwila, WA, 981 f Tenant Name: buy buy Baby Suite Number: PROPERTY OWNER Name: Matt Barker, Kimco Realty Address: 3535 Factoria Blvd., Suite 520 City: Bellevue state: WA Zip: 98006 CONTACT PERSON — p cO ieatEon Name: Mark Kuhn all tl Address: 7100 E. Pleasant Valley RD , Suite 320 City: Cleveland State: OH Zip: 44107 Phone: (216) 520-1551 Fax: (216) 520-1567 Email: mkuhn@mcgarchitecture.com GENERAL CONTRACTOR "INEORMA'I IN: Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:Upplications\Fomu-Application On Line\2011 Applications'Pemit Application Revised - 8-9-11.docc Revised: August 2011 bh Floor: 1 New Tenant: 0 Yes ..No ARCHITECT OF''. co Company Name: MCG Architecture Architect Name: Young Wong Address: 250 Sutter St. Suite 250 City: San Francisco State: CA Zip: 94108 Phone: (415) 974-6002 Fax: (415) 974-1556 Email: ywong@mcgarchitecture.com ER OF.REC Company Name: McHenry and Associates Engineer Name: Address: 25001 Emery Road, Suite 200 city: Warrensville height: state: OH Zip: 44128 Phone: (216) 929-4696 Fax: (216) 292-5874 Email: whulsey@mchenryassociates.com IERBONO ISSUED (required for projects $5000 or greater per RCW 1927.095) Name: Address: City: State: Zip: Page I of 4 ADING PERMIT OR TION 206-43I-3670 Valuation of Project (contractor's bid price): $ 1,100,000 Describe the scope of work (please provide detailed information): Retail Tenant Interior Build -out of existing retail space with entrance canopy modification Addition of Concrete loading dock with canopy at rear of space. Will there be new rack storage? 0 Yes Existing Building Valuation: $ ❑.. No If yes, a separate permit and plan submittal will be required. Building Arens in Footage Below 1*'Fly 25,165 25,165 IIB M nd Attache+ Ca Uncovered PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O Sprinklers 0 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: AppliationslFormvAppliations On Line12011 Applications \Per it Application Revised - 8-9-11.doct Revised: August 2011 bh Page 2 of 4 PUBLIC'WORKS PERMIIT IN 'C! tMATI(N — 2O6-� Scope of Work (please provide detailed information): Ca11 before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District 21 ...Tukwila 0 ...Water District #125 0 ...Water Availability Provided Sewer District 0 ...Tukwila ❑ ...Sewer Use Certificate ❑...Valley View ❑ ... Sewer Availability Provided ❑ .. Highline ❑ .. Renton ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities RI.. Curb Cut ❑ .. Channelization 0 ...Frontage Improvements 0 .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ _Utility Undergrounding 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water 2 " ..▪ .Permanent Water Meter Size... 2 " WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 11 WO # 0 ...Deduct Water Meter Size » FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\ApplictionsWor m-Applications On Iine\2011 Applications\Pemit Application Revised - 8-9-1.1.docx Revised: August 2011 .. - bh Page 3 of 4 LICATION Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O'w %RR A t. D A e ENT: Signature: Print Name: Mark Kuhn, MCG Architecture Mailing Address: 7100 E. Pleasant Valley RD , Suite 320 H Applications\Forna-Applications On Iine\2011 Applications\Pemit Application Revised - 8-9-I l.dooc Revised: August 2011 bh Date: 06/13/2014 Day Telephone: (877) 520-1551 Cleveland OH 44131 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY I PAID PermitTRAK $16,641.49 D14-0191 Address: 17686 SOUTHCENTER PKWY Apn: 3523049005 $9,363.41 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 $4,283.58 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 $2,508.14 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 $486.36 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 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PK I Art 52 005 $5,793.61. DEVELOPMENT $5,793.61 PLAN CHECK FEE NT R000.345.830.00.00 0.00 $5,793.61 1,019.90 RICAL. PLAN CHECK FEE R000.345.832.00.00 0.00 $1,019.90 $1,019.90 PLAN CHECK FEE R000.322.102.00.00 0.00 $597.18 PLAN CHECK FEE PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R2412 R000.322.103.00.00 R000.322.103.00.00 0.00 0.00 $31.38 $84.43 $84.43 $7,526.50 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 CRWSYSTEMS INSPECTION RECORD Retain a copy with permit Df CITY OF TUKWILA BUILDING DIVISION Ifil" 6300 Southcenter Blvd., 4/100,-Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ERMIT NO. Prot: 'Type (r� y /3q,� . of Inspection; d f kcf f Irasf j i Cfrfr PI Date call pl n Ions ons. 1 Date Wanted: 7--1,3 .-{ - a.m. p.m. Requester: Phone No: Approved per appticahIe codes. Corrections required prior to approval. ICOMMENTS: -11110 t"cf f Inspector: Cate; _ 2 3 p REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspectiion. tec lap CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.; d100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 INSPECTION RECORD Retain a copy With permit PERMIT NO. �� Hsu DQb Adr<s: Y Prt9 Approved PANTS: `Type of Ins ion, p Date Eal Date Wanted: -zo—i. Requester.:.. �.. a( k C (51 Phone No: - — Pro 7 a.m. p.m. Per ap ask ads. Corrections required prior to approval: 54t1 afPt va tlacciffij d� S 4,2( �-` Inspector: Date:_3.. REINSPETt'ION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Btvd.. Suite 100. Cali to schedule reinspection. INSPECTION RECORD Retain' a copy with permit WWI N. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 . " (206) 431-3670 Permit Inspection Request Line (206) 431-2451 kit M s. ll 4 50 Special Instructions: Type of 1 pection: Date Called: Date W ted: Requester c44, 10. p m. Approved per applicable codes. . Corrections required prior to approval. COMMENTS:st91 fl 1- C) tff cliT 4.91--144 tree l-r kr, «ddr F['7'q 'L4 t r-F t ( 64-.Sfp Cototrete, vocic reigt fht (k,- Guar '�refrk_ S e "T1 Lc r, `r $ G .� arr► "bit Da 'r 0 REINSPEC 1ON 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 pry- of R 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: -Type 4��1y of Inspection: 1.7k , s J r ti 1170 $60MCfr- fr q Date Cal ed: Special instructions: Am Date wanted: a,rn. Requester:625cq Y Phone No: Approved per applicable codes. Corrections required prior to approval, 0 ENDS: inspector: �/ Date:_ I jl/,r REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. WAl INS' TION NO. INSPECTION RECORD Retain a copy with permit pry- a(tTf PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: Type of Inspection: • Addres f-41 6 4 14C.fr $rl f Date Called. Special Instructions: �Iw •+'1 Date Wanted:. 70. " /,� _ t `�� a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: G1,0 /01 4a!/Gj' ot-- 0) Jar f Z tt/,cY�. cfAid 140/1 -e(epc,,,, .i rc Inspector: Date, ri 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 INSP ON NO PER i N0> CITY OF TUKWILA- BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project .�tol 'Type of Inspection: E" R At , Y./fi Address. 8' 5ef� Date Galled: lnstructicns: Date Wanted: 12--ZL— 04 p.m. Requester: Phone No: - `5c.3 t toS 1S—(0- .Approved per applicable codes. Corrections requited prior to approval. COMMENTS: or. NSPECTION FEE id at 6300 Southcenter nun iCA. RED. Prior to i vd., Suite 100. °'f`z-zz-iy xt inspection, fee must be iIt to schedule reinspection. INSPECTION RECORD Retain a copy with permit E it NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 'Project: ‘ 1-2-1-,LOSQ•1 3,* b 1 Type ofinspection: ciPrOlt , t..) i"I Address: C c \ t 3 Date Date Galled: Special Instructions: Date anted: \Z- tZ—t(f C.illy! p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: fl o (14 tvt a ✓.4 111 1)/cn/Q `f ns R :'T ' ' ECCION FEE '4 RED. Prior t pa at 6300 Southcenter Btvd., Suite I' next inspection, fee must be . Catt to schedule reinspection. INSPECTION RECORD Retain a copy with permit PERMIT NO. 6,b CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 eType t:» I�1736.11))(1 of inspection: FPArA114 Add •s Date Caged: Special Instructions: -bate Wain' i506 Requestter: Phone No: E3Approved per applicable codes. Corrections required prior to approval. COMMENTS:. A , (f) Sio € 1 2fi g) is t=aA6- 1=-CZ,A611k1 — A ff. ra Jec4 N di G r 1 "Ct,'t i 1 !. NSPECTION FEE RE * RED. Prior to n4xt inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 ProjeC tC9 S3UL18Agy T n pecti n: c..- ram; ®,Q id to to -�'C u 4 Date Called: Special instructions: t Date Wanted: Request e`: _ s 1 LI Ptio U etoi-0070 Approved per applicable codes. COMMENTS: aCorrections required prior to approval. Date: NSPECTION FEH1REQUIRED. Pri r to next inspection.' fee mu be at 6300 Southcenter Blvd.. Suit 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project. Type of I pection: r4- &---/v/0,-/ - Address: Suite # : / ;) 6, —� Conta Person: 4 V_kiv Special Instructions: r Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ti.-41 / 74 /0 I/l ac'f ,( ,vt 1 °..""' F i E. ,2, c v 1 2 F;r7,4e 4141. ii t'/ < iArs �j f Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector. 0 ' '? Date: Z f3 Hrs.: 2, o r $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billin Attn: 9 Address: Address Company Name: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 / — z 7 PERMIT NUMBERS Project..., I Type of�,ns ection: ,\L Address: Suite #: /70 Contact rson: Special Instructions: Phone No.: Approved per applicable codes. 110 Corrections required prior to approval. t COMMENTS: cic 5 a doi-dil /,fit' b scs, s4,Ar~-n.c -b to v ot.A. tA 0 f v Qr t n\ ' 1 cL ig-erfte-` 474 it.o. 1.1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: ..,..- Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date:? Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Address: Company Name: City: State: Zip: .4C Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER yy-o191 ly s-as'o PERMIT NUMBERS CITY OF TUKWILAFIRE DEPARTMENT 206-575-4407 Project: b Type f Ir�specti�n Address / t Suite �#: sc t()_y Contact Person: Special Instructions: Phone No.: Approved per applicable codes. corrections required prior to approval. COMMENTS: cA4-C - c). one c�S Cv_2) Needs Shift Inspection: Sprinklers: Fire,Alarm: Hood & Duct: Morttor: Pre -Fire: Permits: Occupancy Type: Inspector:, ' c Date: Hrs.: f -'' $100.00 REINSPECTION FEE REQUIRED. You will receive; an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspectibn. Billing Address Attn: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: { y. Type of Inspection: 7 ow.e.r 774/ h,(0 Address. �--& Suite #: 'f" 6, , pc y ! Contact Person: Special Instructions: Phone No.: Approved per applicable codes. *;:rorrections required prior to approval. COMMENTS: fI'I U a —' /3no a(o STNASJ ^-/ � ©,� % tY /,; - .4,,,, W' 9 1. oPer1 - awsP e, ' Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 1094 5-„,;"_s---;a___ ` Date: 1 3/71 _ Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Blinn Attn: 9 Address: Address Company Name: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 (I'21.Z2111 & ASSOr.IATF.S, INS GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION February 12, 2015 KA No. 066-14287 Permit No. D14-0191 City of Tukwila Attn: Bldg Dept. 6200 Southcenter Blvd Tukwila, WA 98188 RE: Final Letter Buy Buy Baby 17574 Southcenter Pkwy Tukwila, WA 98188 To Whom It May Concern: In accordance with our clients request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Reinforcing Steel • Cast in Place Concrete • Proprietary Anchors • Framing To the best of our knowledge, all work has been tested and inspected and has been found to be in general accordance with the approved plans and specifications, and engineering revisions, and chapter 17 of the 2012 international Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939-2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC William B Throne Operations Manager Puyallup CC: CSI Construction Co. RECEIVED FEB 17 2015 DF 11 comm, y With Offices Serving The Western United States 922 — Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939-2500 • Fax: (253) 939-2556 Interior Lighting Summary LTG -SUM 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Info Compliance forms do not require a password to use. calculating cells Instructional and are write- Project Address buybuyBaby Parkway Super Center Date 6/3/2014 17574 South Center Parkway For Building Department Use mu rim. Tukwila, Washington 98188 Applicant Name: MCG Architecture Applicant Address: 250 Sutter St., Suite 500, San Francisco, CA 94108 Applicant Phone: 415-974-6002 Project Description ❑ New Building ❑ Addition -' Alteration 4 Plans Included Lighting Compliance Path ® Lighting Power Density Calculations 0 Total Building Performance (If Total Building Performance then only C ' required.) Lighting Power Allowance Method Selection required to enable LPA forms _ Building Are Sp ace -By -Space E. II& Ov WAS l ~ �w �, �� REVIEWED FOR Interior Lighting System Description Briefly describe lighting system type and features. All new lighti _ and r.. isa JUL 0 2 2014 City of Tukwila b 4""` 42717w �ISTOL '`� , 1G `' `1yT jNAL r r f�'1 Additions and Change of Space Use (C : .. : _ Il , SIOIY V Addition area or Change of Space Use area complies with all applicable provisions as stand alone project is combined with existing building lighting systems to demonstrate compliance with all applicable C101.4.3 Area Method (LTG-INT-BLD) or Space -By -Space Method (LTG-INT-SPACE) Compliance Form. Document maximum proposed (including existing if applicable) lighting wattage of Addition or Change of Use space. Provide applicable lighting C405.2 and commissioning of lighting controls per C405.13. ❑ Addition area provisions per Provide Building allowed and controls per Alterations, Renovations and Repairs (C101.4.3.1) 60% or more of luminaires in space replaced Area Method (LTG-INT-BLD) or Space -By -Space Method (LTG-INT-SPACE) Compliance Form. Document maximum within the lighting retrofit space in Maximum Allowed Wattage table and proposed (including existing) lighting wattage in table. Retrofit and non -retrofit spaces shall be documented separately using multiple forms. Provide Building allowed wattage Proposed Wattage ❑ Less than 60% of luminaires in space replaced Provide a separate Space -By -Space Method (LTG-INT-SPACE) Compliance Form for this retrofit area. Document existing total wattage within the lighting retrofit space in cell provided in the Maximum Allowed Wattage table. Document proposed (including existing) lighting wattage in the Proposed Wattage table. ❑ Lamp and/or ballast replacement within existing luminaires only — existing total interior building wattage not increased ❑ New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specific application controls (C405.2.3), and commissioning of lighting controls per C405.13 ❑ New or moved lighting panel Provide all applicable lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of lighting controls per C405.13. ❑ Space is reconfigured - luminaires unchanged or moved only Provide all applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13. ❑ No changes are being made to the interior lighting and space use not changed. RECEIVED Aft 1TV Al• TI 11ltA/l1 biy-a a JUN 1 9 2014 PERMIT CENTER Interior Lighting Summary - Building Area Method LTG-INT-BLD 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revi Project Address buybuyBaby Parkway Super Center Date 6 /3 /2 014 Lighting Alterations, Renovations & Building Additions 0 Less than 60% 0 60% or more 0 Stand alone 0 Addition Notes: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing bldg lighting to demonstrate compliance. Refer to C101.4.3. b. For retrofits and building additions, provide Building Area types and gross interior areas in the Maximum Allowed Lighting table. If a builidng addition will comply as combined with the overall existing builidng, include all applicable existing Building Area types and gross interior areas. c. Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. d. If less than 60% of existing fixtures will be replaced, use LTG-INT-SPACE form. For Building Department Use Maximum Allowed Lighting Wattage Building Area* Location (plan #, room #, or ALL) Area Description Allowed Watts per ft2 Gross Interior Area in ft2 Watts Allowed (watts/ft2 x area) Retail ALL buybuy Baby Retail Store 1.3 3 2 5 9 9 5 3 4 57 3 * Select Table C405.5.2(1) Building Area from drop down menu. Total 25995 Proposed Lighting Wattage Building Area* Location (plan #, room #) Fixture Description** Number of Fixtures Watts/ Fixture Watts Proposed Retail E2.3 B8 15 4 8 72 0 Retail E2.3 BR-4 5 145 725 Retail E2.3 B4 6 25 150 Retail E2.3 A16 129 145 18705 Retail E2.3 Al2 9 113 1017 Retail E2.3 A8 40 77 3080 Retail E2.3 DSIDM 9 93 837 Retail E2.3 D1 4 48 192 Retail E2.3 D 1 4 8 4 8 Retail E2.3 E 3 3 9 Retail E2.3 J 3 19 57 Retail E2.3 A4 23 38 874 Retail E2.3 C74 4 14 56 Retail E2.3 C73 4 26 104 Retail E2.3 C72 3 42 126 Retail E2.3 LFTRACK 34 50 1700 Retail E2.3 G 26 19 494 Retail E2.3 G1 13 24 312 Retail E2.3 G2 59 24 1416 * Select Table C405.5.2(1) Building Area from drop down menu. *` Include existing to remain lighting and exempt lighting equipment per notes below. Compliance by Building Area Building Area Wamings Total Allowed Watts Total Proposed Watts Interior Lighting Power Allowance Retail 34573 30622 COMPLIES Total Notes: 1. Proposed Wattage for each Building Area type shall not exceed the Allowed Wattage for that Building Area type. Trading wattage between 34573 30622 'Building Area types is not allowed under the Building Area Method compliance path. 2. Proposed fixtures must be listed in the building area in which they occur. Include ALL proposed lighting fixtures. 3. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 4. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 5. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank. 6. Document existing to remain fixtures in Proposed Lighting table in the same manner as new fixtures. Identify as existing in fixture description. Lighting, Motor, and Transformer Permit Documents Checklist LTG-CHK 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address buybuyBaby Parkway Super Center Date 6/3/2014 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes LIGHTING CONTROLS (Section C405 2) C405.2.1.1 C405.2.1.2 Manual interior lighting controls Indicate on plans the manual control type & locations served; E2.3 Indicate of plans the 50% lighting load reduction method provided or identify exception taken C405.2.2.1 Automatic time switch controls and override switching Indicate lighting system automatic shut-off capability - identify lighting zone areas served on plans; Indicate locations of override switches on plans and the areas served, include area sq. ft.; Indicate locations where automatic shutoff is provided by other methods (occupancy sensor, daylight controls, etc) C405.2.2.2 Occupancy sensors Indicate on plans the locations served by occupancy sensors E2.3 C405.2.2.3 Daylight zones - Vertical fenestration and skylights Indicate vertical fenestration primary and Secondary daylight zone areas on plans, include sq. ft.; Indicate skylight daylight zone areas on plans, include sq. ft. C405.2.2.3.2 Daylight zone controls Indicate on plans the locations served by daylight zone controls; Indicate in plans the lighting load reduction (dimming) method - stepped or continuous dimming C405.2.3 Specific application lighting controls - General Indicate on plans the locations served by specific application lighting controls C405.2.3 - Items 1&2 Display and accent lighting Indicate lighting control method for display and accent lighting, and display case lighting; E4.3 Indicate these fixtures are controlled independentl y from both general area lighting and other Iighting applications within the same space C405.2.3 - Item 3 Hotel/motel guest rooms Provide a lighting control device at each guest room entry for all permanently installed fixtures in guest room; Indicated whether lighting control is manual or automatic C405.2.3 - Item 4 Supplemental task lighting Provide automatic shut-off vacancy controls for supplemental task lighting, including under -shelf or under -cabinet lighting C405.2.3 - Item 5 Lighting for visual applications non - Identify eligible non -visual applications and method of lighting control; Indicate these fixtures are controlled independently from both general area lighting and other I ighting applications within the same space C405.2.3- Item 6 Lighting equipment for sale or demonstration Indicate lighting control method for lighting equipment for sale or demonstration; Indicate these fixtures are controlled independently from both general area lighting and other I ighting applications within the same space C405.2.3 - Item 7 Means of egress lighting If egress lighting power density is greater than 0.05W /ft2, indicate method of autom atic shut-off during unoccupied periods; Identify on plans the egress fixtures that function as both normal and emergency means of egress illumination C405.10 C405.11 Cooler and freezer lighting Provide vacancy device or timer to tum off fixtures within 15 minutes of unoccupancy for cooler and freezer lighting fixtures with lamp efficacy less than 40 lumens per watt C405.2.4 Exterior lighting controls Indicate on exterior lighting plans the automatic lighting control method and locations served C405.6.1 Exterior building grounds lighting controls Provide motion sensor controls for building grounds fixtures rated at greater than 100 w atts with lamp efficacy less than 60 lumens, or identify exception taken C408.3 Identify applicable commissioning documentation requirements per Section C408 or el igibility for exception; Lighting system functional testing Provide written procedures for functional testing of all automatic controls and describe the expected system response; Identify in construction documents the party responsible for functional testing of automatic lighting controls INTERIOR LIGHTING POWER & EFFICACY (Sections C405.5, C405.10, C405.11) ig ing, ' otor, and Transformer Permit Documents Checklist LTG-CHK 2J)12 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 . Project Address buybuyBaby Parkway Super Center Date 6/3/2014 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes C405.5.1 Provide fixture schedule with fixture types, lamps, ballasts, and rated watts per fixture; E1.1 C405.5.1.1 C405.5.1.2 Total connected Identify spaces eligible for lighting P g 9 9 power exemption on plans and in compliance forms; C405.5.1.3 C405.5.1.4 interior lighting power Identify lighting equipment eligible for exemption in fixture schedule and in compliance forms; Indicate that exempt lighting equipment is in addition to general area lighting and is controlled independentl y C405.4 Exit signs Provide exit sign types and rated watts per fixture in fixture schedule (maximum 5 watts per fixture) C405.10 C405.11 Cooler and freezer lighting For lighting in walk-in coolers and freezers, and refrigerated warehouse coolers and freezers, provide rated lamp efficacy (in lumens per watt) in fixture schedule L Lighting Power Calculation - Indicate compliance path taken C405.5.2 Building Area Method Complete required compliance forms — proposed wattage per building area does not exceed maximum allowed wattage per building area. Identify locations of building areas on plans E2.3 C405.5.2 Space -By -Space Method Complete required compliance forms — total proposed wattage does not exceed maximum allowed wattage. Identify locations of space types on plans, including retail display areas as applicable EXTERIOR LIGHTING POWER & EFFICACY (Section C405.6) Total connected Provide fixture schedule with fixture types, lamps, ballasts, and rated watts per fixture; C405.6.2 exterior lighting power Identify exterior applications eligible for lighting power exemption on plans and in compliance forms; Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting Table C405.6.2(1) Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ C405.6.1 Exterior building grounds lighting For building grounds fixtures rated at greater than 100 w atts, provide rated lamp efficacy (in lumens per watt) in fixture schedule C405.6.2 Exterior lighting power calculations Complete required compliance form — proposed wattage for exterior lighting plus base site allowed does not exceed maximum allowed MOTORS & TRANSFORMERS (Sections C405.8, C405.9) C405.8 Electric Motors For motors not part of an HVAC system, provide electric motor schedule on electrical plans with hp, rpm, and rated efficiency Lc n.�...n:---i--a_-ar_______ C405.9 Transformers _____ _..• Provide distribution transformer schedule on electrical plans with transformer size and efficiency , provide explanation: 2012 Washington State Energy Code Compliance Forms for Commercial, Group RI, and > 3 story R2 and R3 MeitThanical Summary MECH-SUM 2012 Washington State Energy Code Com liance Forms for Commercial Revised June 201 . 4,41 applicable. °Flow control types: variable air volume (VAV), constant volume (CV), or variable speed (VS). 6 Economi c p uTr>i)Zkj(pWI(.A 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, Combusti D14 o(q JUN 19 2014 PERMIT CENTER echanical Permit Plans Checklist - Page 1 of 3 MECH-CHK l 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 calculationsLoad performed per ASHRAE Std 183 or equivalent per Chapter 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 Maximum air cooled chiller capacity Indicate air-cooled chiller capacity does not exceed air-cooled chiller limit N.A. .. C40321 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 air furnace and unit heaters Indicate intermittent ignition or IID, flue/draft damper & jacket loss M4.1 N.A C403.2.3.3 Packaged electric heating/cooling equipment 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 es Yperimeter C403.2.4.1 Thermostatic controls Indicate locations of thermostatic control zones on plans, including systems . M21 M3.1 + N.A. C403.2.4.1.1 Heat pump supplementary heat Indicate staged heating (compression/supplemental) & outdoor lock -out temp Y es C403.2.42 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 overrideM4.1 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 Dam rs Indicate location of OSA, exhaust, relief and retum 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 Combustion heating equipment Indicate modulatin staged control g or g 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 C403.2.5.1high-occupancyDemand controlled ventilation Indicate spaces P aces and systems requiring DCV N.A. C403.2.5.2 Occupancy sensors Indicate spaces requiring occupancy -based system control and method; or altemate means provided to automatically reduce OSA when partially N.A. C403.2.5.3 Enclosed loading dock/parking garage ventilation Indicate enclosed loadingdock and enclosed parking p g 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 altemative 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 energy Y q 9 recovery C403.2.6.3 Energy recovery - condenser systems Indicate remote refricondensers re uiri ER and use of captured energy g' q P VLMK CONSULTING ENGINEERS 3933 SW Kelly Avenue • Portland • OR • 97239-4393 503.222.4453 503.248.9263 vlmk@vlmk.com www.vlmk.com STRUCTURAL CALCULATIONS ItlAc°11 for buybuyBABY 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 big-oict REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 2 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 1 9 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:V1cad2013\20130405\Calculations120130405 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 fagade. ***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 25.0 psf 1.0 1.0 1.0 Floor Loads Mezzanine (per tenant design criteria) 80 psf Dead Loads: Roof (existing) Roofing (new and future) 4.0 psf Insulation 1.5 pst 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:Wcad20131201304051Calculations120130405 DC.docc 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 (UIt) 85 mph (ASD) II B GCDI = +/- 0.18 II 1.0 Ss = 1.442g Si = 0.537g D (assumed) Sds = 0.961g Shc = 0.537g D Light -frame walls sheathed with wood structural panels Cs = 0.148 R = 6.5 Equivalent Static ao Ro Io 2.5 6.0 1.0 File: G: Acad20131201304051Calculations\20130405 DC.docx Printed: June 06,2014 Page 3 VLMK CONSULTING ENGINEERS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 P 503.222.4453 503.248.9263 11 Job 10ht'k / Tu=?I1.Pr- Client ✓,*. -c, Job No 2C°C5d ` - By Date d "®j t 4 Sheet No. G G-Z 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 Comer Radius = Punchout Width = Punchout Length = Design Thickness = 8.000 in 1.625 in 1.625 in 0.500 in 0.0849 in 1.500 in 4.000 in 0.0566 in Steel Properties: Fy = 50.000 ksi Fu = 65.000 ksi Fya = 50.000 ksi 'rL0o(Z-STD ALLOWABLE FLOOR JOIST SPANS INPUT PARAMATERS Deflection Limits: Dead Load = 15.0 psf Total Load = U240 Live Load = 80.0 psf Live Load = U360 . 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 Ib*in/in ALLOWABLE SPANS WITH TRANSVERSE WED STSFFENERS JOIST SPACING 12.0 in 16.0 in 24.0 in SINGLE SPAN 14' 6" e TWO EQUAL SPANS 15'2"i 13'1"a 10'8"e 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" 9' 0" 6' 0" TWO EQUAL SPANS 11' 9" 9' 7" 7' 0" y 2 .-CI Lam. G-3 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 4welie-DertS ALLOWABLE UNIFORM LOADS Deflection Limit: U360 Listed Toad 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/ftl SPAM LENCTH (f ; 3.50 4.00 Without Web Stiffeners 982.8 860.0 860.0 With Web Stiffeners 3226.2 2527.1 1I I1 ef 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 = 3.625 in 1.625 in 1.625 in 0,500 in 0.0849 in 1.500 in 4.000 in 0.0566 in Steel Properties: Fy = 50.000 ksi Fu = 65.000 ksi Fya = 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 (Ib) 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 VLMK CONSULTING ENGINEERS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 P 503.222.4453 503.248.9263 use- Y? SN77*r44t$JC WtY+I S 44.9-Ed-) i Q-\ Job .1/Arfir Tutct-) IAA cent Job No 2p\`'SOf'.45By .6 Date ` 1* Sheet No C - S fie VLMK CONSULTING ENGINEERS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 P F E W 503.222.4453 Job bbBaby Tikwiia 503.248.9263 Job No. 20130405 vimk©vimk.com www.vlmk.com Date 06/2014 v3,02 - Software Copyright 2013 VLMK Consulting Engineers. All Rights Reserved. Sheet No. C. - Wood Shearwall Overturning Analysis Based on the 2009 International Building Code Design Ir'put' Floor DL = RoofDL= Wall DL = Tolerance = Holdown Offset = Load Combination = SDS psf psf psf Ibs in (see Note 3) r short period factor P ROOF/FLOOR. LOAD TTTTTTTTTZTTZTTTTTT liWALL r V4T. WIDTH Notes: 1. Input Seismic loads as 0.7E values. 2. Input Wind Toads 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. Shear_wall' Overturrn ng,,Design Wall (W)ind Roof Height Width Load -or- Trib (ft) (ft) (pif) (S)eis (ft) Floor Trib (ft) holdown -or- stra p MOT MRES (Ib-ft) (lb-ft) 11685 27410 4725 6150 6965 13364 8865 9032 14420 4562 HEIGH' Uplift Total Above Uplift (lbs) (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 Job 66CLY r, ►t'14 Client Job No.11>ITS04i"OS. By J Date V Sheet No. C VLM K CONSULTING ENGINEERS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 P F E W 503.222.4453 503.248.9263 vlmk@vimk.com www.vimk.com v2.05 - Software Copyright 2012 VLMK Consulting Engineers. 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 Iu %,r We c InkIIIIIIID..,_ �Irits=:::=:a:=s=alas=mil URCHARGE LOAD DUE TO DRIFTING BALANCED SNOW LOAD projection type, L, drifts on lower roofs Location Back of Facade Dock Canopy Pf= Pmin= Pf(design)= Y= hb= (Ib/ft2) 14 (Ib/ft2) 20 (Ib/ft2) r � � (Ib/ft2) 17.3 (Ib/ft3) 1.45 (ft) I„= (Input below) II= (input below) hr= (Input below) hd= (calculated below) P ;„_,_ (calculated below) projection Iu type (ft) URCHARGE LOAD DUE TO DRIFTING BALANCED SNOW $111111!■■..LOAD ___ projection type, P, drifts on roof projections (e.g. parapets and mechanical units) 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] snow load on flat roofs (roof slope <_ 5) minimum snow roof load (section 7.3) design snow roof load 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 Toad + roof snnw load. n(h,+h..) II (ft) hd (ft) 8.0, ' 2.8 10.0 3.7, ..,..w._ hr (ft) he Pmax (ft) (Ib/ft2) 6.6 73.2 8.6 (ft) 11.2 14.9 Pa (Ib/ft2) 48.2 64.3 c-� # : KW-06002728 Description : Dock Canopy - Joists CODE REFERENCES„ Calculations per AISC 360-05, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set : IBC 2012 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis : Major Axis Bending Load Combination IBC 2012 pplied t"oa Load for Span Number 1 Uniform Load : D = 0.0790, S = 0.3560 k/ft, Tributary Width = 1.0 f Load for Span Number 2 Uniform Load : D = 0.0790, S = 0.3560 k/ft, Tributary Width = 1.0 f Load for Span Number 3 Uniform Load : 0 = 0.0790, S = 0.3560 k/ft, Tributary Width = 1.0 f Dr0 07 Span =18,30ft W8x10 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 :vi x t:pw.aro r cal Deflection Overall M riff Load Combination 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 irl ectiorls ,Unfactored Loads N20131201344051Cale 10t1ra12A13t� � e 9 kwtla;ee6 ERCALC, INC.1983 2014,l ui6 Licensee : VLMK CONSULTING ENGINEERS Fy : Steel Yield : E: Modulus : 50.0 ksi 29,000.0 ksi D(0.079)�S(0,358) ♦ + Span = 3.50 tt VV8x10 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 Ratio = Ratio = Ratio = r:a;io = 363 240, 298 Design OK 0.135:1 W8x10 3.625 k 26.826 k +D+S+H 16.300 ft Span # 2 Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span D+S Vertical Reactions - Unfactored 1 2 3 0.0000 0.6571 0.0000 0.000 8.253 8.253 D+S D+S Support notation : Far left is #1 -0.3048 0.000 0.0000 0.000 -0.3928 3,500 Values in KIPS Load Combination Support 1 Support 2 Support 3 Support 4 Overall MAXimum Overall MlNimum 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 ‘,002Q13ROP0,4051Calcul4iiciii4 `) ' NERCALG INC 1983-2014'i aull& Licensee: VLNIK CONSULTING Description : Dock Canopy - Perimeter Joist CODE REFERENCES. Calculations per AISC 360-05, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set : IBC 2012 Material Properties tt Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis : Major Axis Bending Load Combination IBC 2012 Span = 2.50 ft C8x11.5 D10.041 0.1781 Span = 18.30 ft • C8x11.5 Fy : Steel Yield : E: Modulus : 50.0 ksi 29,000.0 ksi Span = 3.50ft C8x11.5 Service loads entered. Load Factors will be applied for calculations. 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 ;DESIGN Shill* 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 ..ax :;pwarosotal Deficction 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 Overall Maxitrru i aflactions Unfactored Loads 0.255 in -0.118 in 0.312 in -0.145 In, 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 = tatc = 767 507 627 Design OK 0.057 : 1 C8x11.5 1.817 k 31.617 k +D+S+H 16.300 ft Span # 2 Load Combination Span Max. ° " Defl Location in Span Load Combination Max. "+" Defl Location in Span D+S 1 2 3 ,Vertical Reactions - Unfactored .:.'. Load Combination Support 1 Overall MAXimum Overall MINimum D Only S Only D+S 0,0000 0.3121 0.0000 0.000 8.253 8.253 Support 2 Support 3 2.282 2.580 0.419 0.473 0.419 0.473 1.863 2.106 2.282 2.580 D+S D+S Support notation : Far left is #1 Support 4 -0.1447 0.0000 -0.1866 Values in KIPS 0.000 0.000 3.500 1 Description : Dock Canopy - Beams 4ncac12013t20ROALG1304081Qalculauons)2p130405 bbbtukwilaeb#i Ft� , INQ':' 19$32014; Build 6 X.4126; Ver6.14;1.26' icensee VLMK CONSULTING ENGINEERS Calculations per AISC 360-05, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set : IBC 2012 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 nbraca�,!_>�, Fy : Steel Yield : E: Modulus : 50.0 ksi 29,000.0 ksi 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) add Load(s) for Span Number 1 Point Load : D = 0.930, S = 4.210 k ia7, 5.250 fi Point Load : D = 0.930, S = 4.210 k Cad 10.50 fi DESIGN SUMMARY. 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 ividx Upward i u dl Deflection Span = 15.750 ft W12x14 l4! D(0.93) S(4.21) Service loads entered. Load Factors will be applied for calculations. 0.783 : 1 W12x14 26.985 k-ft 34.445 k-ft +D+S+H 8.663ft Span # 1 0.395 in 0.000 in 0.483 in 0.000 in 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 = Raiio = 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 Overall Maximum Deflections - Unfactored°Loads, Load Combination Span Max. "-" Dell Location in Span Load Combination D+S 1 .Vertical Reactions • Unfactored Load Combination Support 1 0.4831 Support 2 7.954 Support notation Far left is #1 Max. "+" Dell Location in Span 0.0000 0.000 Values in KIPS Overall MAXimum Overall MlNimum 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 Lic. # : KW-D6002728 Description : rreilC Dock Canopy - Columns Wc020112013,0405 cu1atiiiti 20t30405 bbbt kwilaec6 ,. NOicALC,111 `i 1.;i8 20.i tiiiid.614,1$6 6'141.26 Licensee VLMK CONSULTING ENGINEERS Calculations per AISC 360-05, IBC 2006, CBC 2007, ASCE 7-05 Load Combinations Used : IBC 2012 General )nformatia i W Steel Section Name : Analysis Method : Steel Stress Grade Fy : Steel Yield E : Elastic Bending Modulus Load Combination : HSS4x4x1/4 Allowable Strength 46.0 ksi 29,000.0 ksi IBC 2012 Applied Loads AXIAL LOADS .. Axial Load at 13.0 ft, Xecc = 2.000 in, D = 0.930, S = 4.210 k DESIGN SUMMARY 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 Service loads entered. Load Factors will be applied for calculations. 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 1 Omega : Allowable 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 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 at for load combination : Along X-X -0.07157 in at for load combination : D+S 0.0ft above base 7.591ft above base 44 VLMK CONSULTING ENGINEERS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 P 503.222.4453 503.248.9263 [a Job \0\0170§0`t 1-t11.--vALm— Client Job No By c;Creb:- Date 0 C/Pfr Sheet No. C. - 5, • S4,454445,35,45,,4 4,43,443.64,4:,3444;5344,44,30335,44,4444414,334.5.44,,,IP,054‘0115iN*444,4554 r4,,,,3545:3; lc 15144 *;;;:53,,,,W 31,14,4! ver. •r4f1,',44454455.5,455,451,5N444,101.645,cA1,54,43,41.44,4034,31041,r10401144,41.4.44.51,10411rer45411144,100,K4,55,01.11.5,10,45,1FAVOk,e,f4,06Y,4545,4,4b c34444,044440564,V**4441.4,43,,t • , r , I • • , ; ••• ', • 4 • ! • • ... # ; • ' ; ' ; ; - ' • . • . - ,.' 3 • , , • ; • s 3 . ; ; • , 1 ! ; . , i i I . , r . 1 . ; ; 1 • , . : . , .., .,. pr4 _A- kA,1606, , rt \I At-c- ', 1 . , • . I , ' - ' 1: ! '. ' • • -43- 3 ' - k , . , . • i , : • ' : 4 , • . 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Description : ODE Ea New Purlins at HVAC Units R NC Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set : IBC 2012 Material Properties (a=Dtn 2' 051PaI ulatipn$120130405 - Ott tgkwia..i. d 1983-20j4; Build:614.126 Vatf6 4• Licensee: VLMK CONSULTING ENGINEERS Analysis Method : Allowable Stress Design Load Combination IBC 2012 Wood Species Wood Grade Beam Bracing DF/DF 24F - V4 Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft : Beam is Fully Braced against lateral -torsion buckling D(0.161) $ i 0(0.12} S(0.2) 2400 psi E : Modulus of Elasticity 1850 psi Ebend- xx 1800 ksi 1650 psi Eminbend - xx 930 ksi 650 psi Ebend- yy 1600 ksi 265 psi Eminbend - yy 830 ksi 1100 psi Density 32.21 pcf E "fin "*C FEs, ter, 0 i Vol 3.125x13.5 Span = 20.0 ft ApPIiest I,oade fim e==`Sg� r�` e E 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 DESIGN SUMMgRY'.. , .� ° `. �.,' . ............ Maximum Bending Stress Ratio = 0.911: 1 Section used for this span fb : Actual FB: Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Deflostior. Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 3.125x13.5 2,514.89 psi 2,760.00 psi +D+S+H 8.978ft Span # 1 Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs F..,3 if. ^atz: — 0.000 in Ratio = 1.247 in Ratio = 0.000 in Ratio = 0 <240 192 0 <180 Design OK 0.453 : 1 3.125x13.5 137.97 psi 304.75 psi +D+S+H 0.000 ft Span # 1 Overall M rgort[ efiectlons, Unfactored Loads Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span D+S Vertical Reactions z11nfacfored Load Combination Support 1 1.2474 9.854 Support 2 Support notation : Far left is #1 0.0000 Values in KIPS 0.000 Overall MAXimum Overall MtNimum 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 CONSULTING ENGINEERS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 P 503.222.4453 503.248.9263 II Job 1p1)13M3te rUktAILA- Client ✓�+G�t Job No 1,01/°41=C By t Date Dri//, Sheet No. C. ` t °7 VLMK CONSULTING ENGINEERS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 p F E W 503.222.4453 Job bbBABY Tukwila 503.248.9263 Job No. 20130405 vlmk@vlmk.com www.vlmk.com Date 06/2014 v2.10 - Software Copyright 2014 VLMK Consulting Engineers. All Rights Reserved. Wind Loads - Components and Cladding - Low Rise Based on the 2012 International Building Code and ASCE 7-10, 30.5 ( Simplified Procedure h s. 60') Exposure Category [Section 26.7.3] KZt 2 ;q' 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 = Sheet No. C' ( Co Load Factor Ultimate = 1.0W loads, ASD = 0.6W loads Wall Loads: Height (ft) Adjustment A Wall - Interior Zone 4 (psf) (0.6W ASD 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 40 1.05 1.09 11.7 -12.9 11.7 -14.2 12.1 -13.3 12.1 -14.8 45 1.12 12.4 12.4 -15.2 -i3. 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) 15 Adjustment A 1.00 Roof - Interior (psf) 4.2 Zone 1 -11.9 Roof - End (psf) 4.2 Zone 2 -14.2 (0.6W Roof - Corner (psf) 4.2 ASD LEVEL ) Zone 3 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 1.09 4.6 -13.0 4.6 -15.4 4.6 -15.4 45 1.12 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. Description : Facade Wall Stud Force Analysis �entSral,Beattt Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = Span #2 Span Length = 7.0 ft 6.50 ft Load for Span Number 1 Uniform Load : D = 0.0270 k/ft, Tributary Width = 1.0 fl Load for Span Number 2 Uniform Load : D = 0.0270 k/ft, Tributary Width = 1.0 fl $.10 7SUMIkt Maximum Bending = Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection Area = 0.4470 inA2 Area = 0.4470 in"2 04050100t#0120130405 bbb tuk 1laec ..._ 3-1014;8ulkifi i�',t 2$ Ver.��14:1-: Licensee : VLMK CONSULTING ENGINEERS Moment of Inertia = Moment of Inertia = DMQ.P271 2.316 in^4 2.316 in^4 Service loads entered. Load Factors will be applied for calculations. 0.570 k- ft Maximum Shear = crrtr 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 7.000 ft Span # 1 Ov ralil Ma % ►num Defre tl�ns , Unfactd 0.. Lga'. Load Combination Span Max. '--" Defl Location in Span Load Combination Max. "+" Defl Location in Span D Only Vertical Reactions 2 Rf14'tPt 0.0000 0.3122 0.000 D Only 6.500 Support notation : Far left is #1 -0.0258 0.0000 Values in KIPS 4.523 4.523 Load Combination Support 1 Support 2 Support3 Overall MINimum D Only n n�q 0.013 0.013 n151 0.351 0.351 Section Properties Structural (S) Stud Section Properties 250S137-33 2505137-43 250S137.54 250S137-68 k � 'I .' 0.0346 0.0451 0.0566 0.0713 ��f^� Y;Y • x ®0' i 0.197 0.67 0.255 0.87 0.316 1.07 0.390 1.33 C,1, 9 �;'�.��?'� 9� r$iJ .isK � a,'� z,i € . 0.203 0.261 0.318 0.386 u�d°.� K �lf},rn... ` °1 . 0.163 0.208 0.255 0.309 =« �1��'.Y<t'r�vj °Y ..�1�y r.� °„gig 1.015 1.010 1.004 0.994 E+ff} �4'�;,...pp� r.�Am. r�'(l �y, �5' r- { iu 0.052 0.515 0.067 0.511 0.080 0.504 0.095 0.495 °pi9 vF h T' 4 ��yS,t�, ] r. a : 4 � e,� �p� �� ^ ° 0.203 0.156 3.09 1040 0.261 0.205 4.53 1350 0.318 0.255 5.76 1656 0.386 0.309 7.19 2017 AFtod36 r', 1J7±. • d Y` F 7 i ��o .i :!n' ( � °, 1�-N' e � i.° {.. �.18 ,a �yi a�KP "I k�.1 F17 5�:r � , ' e M u� 1.272 1.260 1.250 1.250 C ;J �� T,'• r�� '')'` ;° ai ' 1 0.318 0.386 9" Ir S �f.r!' C;'e�P,. °> 0,244 8.22 2510 0.308 10.65 3057 `?w ,C�'$ ... s`iA r„ .�;.?. x G�.�a: i'd4 z'�'td �ltr....yya:��i,='� his � �1 : d' 1,274 1.251 � -.� t�Y. '%1`Y:'.�t�lt c4 " 0.079 0.075 -1.170 1.633 0.173 0.094 -1.158 1.620 0.337 0.113 -1.150 1.608 0.661 0.134 -1.142 1.593 c4�! e i°kl ram' d i7 4miiU��'*la.�"��"'.� fill, •�`7f SY' �;r{F .' .fr�., tali �:z;1'+ �.P,'.,' � � �; x 0.486 0.489 0.488 0.486 ., ;0:390 09 ��:,id,392 °!:;. Q. ,,, A.391 1885'; <.0:389 350S162.33 0.0346 3505162.43 0.0451 350S162-54 0.0566 350S162.68 0.0713 0.258 0.88 0.508 0.290 1.404 0.098 0.617 0.334 1,14 0.654 0.374 .400 0.125 0.612 0.415 1.41 0.804 0.460 1.392 0.152 0.606 0.515 1.75 0.985 0.563 1.383 0.184 0.597 0508 0.279 5.50 1046 1.779 0.654 0.372 8.08 1777 1.755 0 804 0.460 10.20 2403 1.750 0 985 0.563 12.83 2959 1.750 0.804 0.447 13.37 3446 1,773 0.985 0.557 18.89 4483 1.758 0.103 0.273 -1.351 2.044 0.563 0.227 0.345 -1.339 2.031 0.565 0.443 0.418 -1.331 2.019 0.566 0.872 0.503 -1.321 2.004 0.565 3 O i.' sQ§0346°, Y 0' fi„-* a ,� '. r .. 362S162-33 0.0346 362S162-43 0.0451 362S162-54 0.0566 362S162-68 0.0713 r0 236` . °8 .C:479 Q'2:'' 14 4a 3. 59 01 0 '306 ' 1 4 ., Q ` 1 <09 r.} 4' t h'-3'y + '9i 't�iplkt�a6'Y , 0 •,° a f ��° ' 4 A 0_ fi ,..„ 0�. ek 0.262 0.89 0.551 0.3044 1.450 0.099 0.616 0.340 1.16 0.710 0.392 1.445 0.127 0,611 0.422 1.44 0.873 0.481 1.438 0.154 0.604 0.524 1.78 1.069 0,590 1.429 0.186 0.596 k`' S= rn3 ' 5. ]• A �' 6'. �1jt „ 3°1 0 2 0 76 9 �� a. e ° 0x x '®? O47 •9 5-`�i �f(02-Y' T035' $1 $¢?h 0 �8u'0334,. X3 i777'i;1'8 ±.0+ .2 e T r 4 0.551 0.292 5.77 1039 1.843 0.710 0.389 8.46 1777 1.818 0.873 0.481 10.69 2497 1.812 1.069 0.590 13.44 3076 1.812 . Y psi ' � � ° 'ir..,�'Y�:'r Aid&'` i ,.8� k i " ±,- ' A is rat � Y:s' s a +' { 4°rt " t.... .. 0 ± a� � 0.873 0.468 14.00 3446 1,069 0.584 19.80 4661 n 7'mdp< ±- 3 0 4 -0 0 � 7 t '� t`}'�"6 , .....# ` 1.836 1.820 a +ah u8 6 . i0PA90� .20;7 d 0.105 0.230 0.451 0.887 +r ,� ? 6't t:B26" 0.684 {?0 ,:•' t55 1 814,:E1,687 t'! t 9 <1:6o1'.-.0.688 ?_, 1784 '0.689 0.293 -1.335 2.065 0.582 0.371 -1.323 2.052 0.585 0.449 -1.314 2.040 0.585 0.540 -1.305 2.024 0,585 .y r t58 2',419 '0.472 1,tf758' 24t9; 0.472 sx 1 2407 0471 Q �� 2:39f?' 0.470 7EV.i tc a . r r 2 566h ' �, 6 1 } Y6 8.,. O E '�+ 6 n;i� � 1 4005137.33 0.0346 4005137.43 0.0451 4003137-54 0.0566 4005137.68 0.0713 lr�R1 t.•.r.ppAll'``Ly.,d� a6 tF'i�;(-.Jw.j,.iyfk,�, �`, :±°yP�`?4'rP,kf.JV!°°.}r{k 97y.t6 ."1+ 's.- k t ! 0.249 0.85 0.323 1.10 0.401 1.36 0.497 1.69 1iri.Yi.s 1, .9.�51i„�1,`,.+'�ia},gs-..r" 0.310 1.05 0.402 1.37 0.500 0.622 '2.12 0.603 0.301 0.776 0.388 0.953 0.477 1.165 0.582 A "ib i�Y ..a x, ^§?5 0.812 0.408 1.047 0.524 .70 1.292 0.648 1.589 0.795 1,556 1.551 1.542 1.531 A' . 1.819 1,6 1.608 1,599 0.061 0.078 0.094 0112 S •o�g 0.183 5 0.235 0.287 0.349 0.496 0.491 0.484 0.475 m.'d�."- . 0.769 0.764 0.758 0.750 0.603 0.776 0.953 1,165 k $ 0.805 1.047 1.292 1.589 0.290 0,382 0.477 10.78 0.582 13.58 0.362 0.509 10.06 0.646 14.06 0.795 17.68 5.74 936 2.031 8.43 1777 2.014 2777 2.000 3429 2.000 6; 7.16 936 2.091 1777 2.023 2777 2.000 3429 2.000 0.953 0.457 15.40 1.165 0.581 20.10 -yq 5;¢ 1.292 0.580 17.36 1.589 0.766 25.41 3446 2.034 5196 2.002 Y.,4avi mlS aL 3446 2.091 5196 2.035 0.099 0.200 -0.987 1.908 0.732 0.219 0,253 -0.976 1.897 0.735 0,428 0.305 -0.967 1.884 0.737 0.842 0.365 -0.956 1.866 0.738 RM1 �..sN2133 0.635 635 i 4.,:I.1; 0.638 • .638 8':,3b 9 14 3K,sQ:639 0.124 0.689 -1.715 2.481 0.522 0.272 0.876 -1.703 2.468 0.524 0.534 1.068 -1.695 2.456 0.524 1.054 1295 -1.686 2.441 0.523 400S200-33 0.0346 400S200-43 0.0451 400S200-54 0.0566 400S200-68 0.0713 � Blnri 0 w,n15 1a'M`.1 iAf✓ -T., .Z, 1'y .i� i ) �.4Fe y,Y�> �lt}4rA � yYU i rA� :' Elw SY� r A6�jt'1 ` ;. 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F 6: 2 4 r » 443, -; : ,9, 7 tf y�•o `� p ', 2 g 4 0 2 N t 9 C � B--.� 0 2 .no..,, Ire :., °y n ± ° 45' 1' , rQ - 6Q6 a 'Qt 6 g.< �0 Web -height to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads See Section Properties Table Notes on page 6. 7 Jennifer Marshall 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 Kmoustv@mcgarchitecture.com Mdecapite@mcgarchitecture.com Thanks! Kevin Kevin Mousty Principal /Associate MCG Architecture 7100 East Pleasant Valley Road, Suite 320 Cleveland, OH 44131 (1) 216.520.1551 (F) 216.520.1567 http://www.mcgarchitecture.com Follow us on Linkedln From: Jennifer Marshall [mailto:Jennifer.Marshall@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: D14-0191 DATE: 06/19/14 PROJECT NAME: BUY BUY BABY SITE ADDRESS: 17686 SOUTHCENTER PKWY X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: pa RV c19•�s�� Building Division II AWL g LI Works Pic Fire Prevention Structural 6 CIA- 0(o'2— N Planning Division u Permit Coordinator II PRELIMINARY REVIEW: Not Applicable C (no approval/review required) DATE: 06/24/14 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: rJ1 a `/'��ws DUE DATE: 07/22/14 n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/ 18/2013 C S I CONSTRUCTION COMPANY' Page 1 of 2 0 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