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HomeMy WebLinkAboutPermit D15-0070 - SAHALE SNACKS - RESTROOM, PRODUCTION AREA AND HVAC STEEL STRUCTURESAHALE SNACKS 3411 S 120 PL D15-0070 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: httl2://www.Tukwi[aWA.Rov Parcel No: 1023049069 Address: 3411 S 120TH PL 100 Project Name: SAHALE SNACKS DEVELOPMENT PERMIT Permit Number: D15-0070 Issue Date: 4/20/2015 Permit Expires On: 10/17/2015 Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD 4THFL , SEATTLE, MO, 98168 Contact Person: Name: DUSTIN GILL Phone: (816) 822-3509 Address: 9400 WARD PKWY , KANSAS CITY, MO, 64114 Contractor: Name: BURNS & MCDONNELL ENG CO INC Phone: Address: 9400 WARD PARKWAY ATTN: LEGAL DEPARTMENT, KANSAS CITY, MO, 64141 License No: URNSME005NP Expiration Date: Lender: Name: THE JM SMUCUER COMPANY Address: 1 STRAWBERRY LN , ORRVILLE, OH, 44667 DESCRIPTION OF WORK: Project Valuation: $520,702.00 Fees Collected: $8,595.12 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Occupancy per IBC: Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: 125 Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No < [� Permit Center Authorized Signature: , Date: 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 re I ting co ruction or the performance of work. I am authorized to sign and obtain this development perm' d agr o the conditions attached to this permit. Signature: Date: Print Name: Sn, g=pHf;��- 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: 23: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 3: 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" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: 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) 2: 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) 4: Maintain fire extinguisher coverage throughout. 5: 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) 6: 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) 8: 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) 7: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: 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 less, from the nearest visible exit sign. (IFC 1011.1) 10: 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 less 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) 11: 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) 12: 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) 13: 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) 17: 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) 15: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 14: 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). 19: 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. 20: 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) 18: 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) 21: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 22: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 24: 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. 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 27: 'BUILDING PERMIT CONDITIONS' 28: 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. 29: 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. 30: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 31: 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. 32: 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. 33: 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. 34: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 35: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 36: 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. 37: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 38: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 39: 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). 40: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 41: 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. 42: 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. 43: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 4000 SI-CONCRETE CONST 4046 SI-EPDXY/EXP CONC 4004 SI-WELDING CITY OF TUKWILA Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA..izov Building Permit No. Z70 Project No. Date Application Accepted: Date Application Expires: use 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 King Co Assessor's Tax No.: N I - LfZoe - 0140 13 -70 Site Address: 3411 S. 1 ZO"" Suite Number: / 0 0 Floor: Tenant Name: S A-w 4-L-a S NA-c.c--s New Tenant: ❑ .....Yes 9r.No PROPERTY OWNER Name: SR 6F-y �eti�s2�4-noel Address: �ZZG, T✓+cwtl.q rn/rL 6o�C�vt+s,_1 City: S C- A- TLE State: w.4 Zip: 9 8 / 6 S CONTACT PERSON - person receiving all project communication Name: a/ STt N Cy 4 Address: 41110 0 WAD �Mr kt✓¢v City: k4,V5 t-S C17-Y State: A.1 o Zip: 4,f !(y Phone: $16 - $ZZ -3 fowl Fax: Email: , ` Q�.,,vs rt c b • C •M GENERAL CONTRACTOR INFORMATION Company Name: Address: c/yoo t✓�zd Pftccw4_Y City: 1C q Ns,fs C. tTY State: M a Zip: (r y t l Phone: Fax: Contr Reg No.: $,,&W SmF 000r APExp Date: IZ 3 I Tukwila Business License No.: b 0 0 ARCHITECT OF RECORD Company Name:��� 3 /1/1 L�e n/it/E L cr Architect Name: SCetT toFJE FF Z:2 , dAl Cc.S 0 C 4 Address: /09 00 Nc 9 City: 6r-LLe V,)E State: w,� Zip: 018 00 Lf Phone: Email: Fax: 5PFEFt=E-4- (2-6d4W-S^Ca . Ctan1 ENGINEER OF RECORD Company Name: 03 d �,,s f IV%C-•b 0NAli: t; G Engineer Name: JoN4-ru?/-/ Address: 2A/ CE,v7-n,4t City: A (v r eV tr State: Z Zip: BsacN Phone: 0 - 33 7- 6 SyK Fax: Email: J G,L*Nnt 4M LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: l I�tl� V S�Ax ✓ c a-E .,c- Co, /�+-✓t Address: (_4-AIF' rity. 04.ti+✓tL,%,E State: o Zip: 1,7 HAApplicationsTonns-Applications On Line\2011 ApplicationsWennit Application Revised - 8-9-11.docx Revised: August 2011 bh Pagel of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 3"Z0 ,'70Z Existing Building Valuation: $ "g�S 000/ DC» Describe the scope of work (please provide detailed information): NPR./ 1^10 ✓.ei.ts - f,*,ILAAI& .W W4�Gr+ofSE z. 6E t✓g-w, wfiiunoo.h. /M' ( C 8 L.t /✓G (Al WAIL b 140✓t r- T-* 6 fi NE r.✓ L f A/IE, 1 I40 Z� -C r7o N 4-.- E.t )VF- -/ STIE 5L $7AVC-IyaE T-0 S'dPPo-f N✓h-t` CaLJ)k A,%O/NT O•v 200F Will there be new rack storage? ❑..... Yes K.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor ,7 oO p q7,000 2 r .nAN✓cwtM C-I f1 2 nd Floor Yd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 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? El ....... Yes El ....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 45....... Sprinklers ILL .... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ....... Yes .......No If `yes', attach list ofmaterials and storage locations on a separate 8-112"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:\Applications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 Page 2 of 4 bh PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District # 125 ❑ .. Highline El.. Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... Valley View ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided 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 apr ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ WO # ❑ ...Deduct Water Meter Size " ❑ ...Sewer Main Extension.............Public ❑ Private ❑ ❑ ...Water Main Extension.............Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip H:\ApplicationsTorms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-1 l.docx Revised: August 2011 Page 3 of 4 bh PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one 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 T14E STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: 3/ Z//1 �— Print Name: '�)✓ ST N C 1 L- c. Day Telephone: t I( , - S Z Z- 3 S—O S Mailing Address: C iTY 4'(0 6 4(14 City State Zip H:Npplications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-1 I.docx Re,rised: August 2011 Page 4 of 4 bh DESCRIPTIONS PermitTRAK • QUANTITY PAID $5,310.47 D15-0070 Address: 34115120TH PL 100 Apn: 1023049069 $5,310.47 DEVELOPMENT $5,057.80 PERMIT FEE R000.322.100.00.00 0.00 $5,053.30 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $252.67 TECHNOLOGY FEE TOTAL1 • R000.322.900.04.00 0.00 $252.67 1 .47 Date Paid: Monday, April 20, 2015 Paid By: BURNS & MCDONNELL ENG CO INC Pay Method: CHECK 448778 Printed: Monday, April 20, 2015 11:57 AM 1 of 1 /1 G��SY57EM5 Date Paid: Thursday, March 19, 2015 Paid By: BURNS MCDONNELL Pay Method: CHECK 445528 Printed: Thursday, March 19, 2015 4:29 PM 1 of 1 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $8,595.12 D15-0070 Address: 3411 S 120TH PL 100 Apn: 1023049069 $8,595.12 DEVELOPMENT $8,342.45 PERMIT FEE R000.322.100.00.00 0.00 $5,053.30 PLAN CHECK FEE R000.345.830.00.00 0.00 $3,284.65 WASHINGTON STATE SURCHARGE 13640.237.114 0.00 $4.50 TECHNOLOGY FEE $252.67 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: .4849 R000.322.900.04.00 0.00 $252.67 . 5.12 OJGAS G 11 i � f- ?IaJ'l �e tj(P &j `� n -�aAC) �/5 p/0 D 3In�15 Date Paid: Thursday, March 19, 2015 Paid By: BURNS MCDONNELL Pay Method: CHECK 445528 Printed: Thursday, March 19, 2015 11:12 AM 1 of 1 (rp"f SYSTEMS M Y14 INSPECTION RECORD Retain a copy with permit �,IS' 00 7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: S'791144,,r- 50tc-k5 Type of Inspection: S-1 6?6v 1�-VP CJcsvtcu��` Address: 3y/! /,2os Y1 Date Called: Special Instructions: n,,, �t'I �-i►'r, Date Wanted: a.m. 7- 1 b— p.m. Requester: Phone No: S$ t9-7t o f? 0 3 Z 'W Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: -i� Inspector: Date: REINSPECTION PEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspection. 6 INSPECTION RECORD C Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: Type of Inspection: �. 3 r/s�, 1ZQ�h ?I / Date Gaited: Special Instructions: Date Wanted: a.m. P.M. Requester: Phone No: Approved per applicable codes. EJ Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: SA Type of Inspection: , L lecI Address: 31-1I1 �Zr7�k�1 Date Called: Special Instructions: n Date Wanted: a.m. '-Ip.m. Requester: Phone No: ❑ Approved per applicable codes. LJ Corrections required prior to approval. Inspector: ©ate: '/ ,i� k-/� 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 copv with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 46f- Type of IInss�peectton: Address: /` Date Called: Special Instructions: �h s Date Wanted: a.m. -�0�/� p.m. Requester: Phone No: rApproved per applicable codes. Corrections required prior to approval. Inspector:',� Dat REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. fit INSPECTION RECORD. Retain a copy with permt �� INTPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: SA �- .A �,�,` Type of Inspection: l ,'/' l Address: jg // / � P1 Date Calfed: Special Instructions: ,Q 1 iffl Date Wanted: a.m. -_7-p.m. Requester: Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: I• � i C1�'Q v� � \ tS Y� C'Cici� L a'- - fka Inspector: Date: o REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. /i/-0 INSPECTION RECORD Retain a copy with permit INSP TIQN NQ. 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: TyV of Ins ection: Address: /Z0/4 ;'/ Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. 11 Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Ilk INSPECTION RECORD. _ I Retain a copy with permt IN'51TECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., 4100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: P V4A Type of Inspection: l Address: v I zo" '? Date Called: Special Instructions: Date Wante a.m. f: Ad" p.m. Requester'. Phone No: Approved per applicable codes. 11 Corrections required prior to approval. 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 I lblS-W7® INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: JA�e Type of Inspection: tl Address: r� mot! Date Called: Special Instructions: Date Wanted: y f r a.m. Requester: Phone No: Approved per applicable codes. 11 Corrections required prior to approval. COMMENTS: IInspector: � Date: $60.00 REINSPECTION FEE RE&UIREb. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: I Date: INSPECTION RECORD D(5-0070 QSPE-CTION NO. I 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) 438-9350 ProjlW; T � of InUpec' pA ress: tit I 41u,"k ce, s4l^n(t�ructions: Date Called: Spe4ci -)ate Want a.m. L p.m. Ke—quester: PWone No: .................. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. City of Tukwila INSPECTION RECORD Inspection Request ]Line: 206-438-9350 CA-y PUBLIC WORKS INSPECTIONS 5000 Curb cut, access, sidewalk 5010 Channelization, striping 5020 Fire loop hydrant 5030 Flood Zone Control 5040 1 Land altering 5050 Hauling, moving oversized load 5060 Landscape irrigation 5070 Sanitary side sewer 5080 Sewer main extension 5090 Storm drainage 5100 Street use 5110 Water main extension 5120 1 Water meter- exempt 5130 Water meter- permanent 5140 Water meter - temporary 5160 Public Works pre -inspection 5170 Backflow- irrigation 5180 Backflow - fire 5190 Backflow - water 5200 Erosion measures - install 5210 Erosion measures - final stabilization 5220 Grease interceptor 5230 Paving, pavement restoration 5240 Traffic signal 5250 Illumination FIRE INSPECTIONS 6000 Sprinklers 6005 Sprinkler Cover ©' L 6010 Fire Alarm S 6020 Hood and Duct 6030 -Heforr- 6040 Monitor 6050 1 Smoke Dampers PLANNING INSPECTIONS 1220 Exterior finishes (material and colors) required after framing but before starting any exterior work 1230 Soils inspection (required before plantings) 1200 Landscaping 1210 Parkin FINAL INSPECTIONS 1400 Fire Final 1500 Planning Final 1510 Sign Final 1600 Public Works Final 1800 Mechanical Final 1900 Plumbing Final 2000 Gas Piping Final 2100 Electrical Final -, lof 1700 Building Final* *ALL REQUIRED FINAL INSPECTIONS MUST BE APP VED PRIOR TO SCHEDULING A FINAL INSPECTION (1700) BY BUILDIN DIVISION. INSPECTION RECORD 7) /(�- - o07 Retain a copy with permit /'T- �_: , ,Q INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: A h A- /e� S Type of Inspection: f j' Address: 100 Contact Person: Suite #: Special Instructions: Phone No.: WI -Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: jJ A Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: a^ Date: ��9//�� Hrs.: I � k-) ° ! $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Bming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113` INSPECTION RECORD /S — 5 — i / Retain a copy with permit C;0 INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: �AAA4-S,6,l�s Type of Inspection iex-a'01��J) Address: Suite #: 74Z i/s Contad Person: Special Instructions: Phone No.: Approved per applicable codes. COMMENTS: �-4, 1-1 Corrections required prior to approval. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector�3 Date: Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Bming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 21, 2015 City of Tukwila Attn: Bldg Dept 6200 South Center BLVD Tukwila, WA 98168 RE: Final Letter Sahale Snacks 3411 S. 120' Place Ste 100 Seattle, WA 98168 To Whom It May Concern: ,?VE0 z1 JUL 24 2015 Comml.'�Iity Development KA No. 066-15141 Permit No. D15-0070 In accordance with your 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 • Proprietary Anchors • Cast in Place Concrete • Structural Steel Welding To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, 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: Sahale Snacks With Offices Serving The Western United States 922 — Valley Avenue NW Suite 101 9 Puyallup, WA 98371 • (253) 939-2500 • Fax: (253) 939-2556 /06 �aMAssociates,Inc. Geotechnical Engineering *Environmental Engineering Construction Testing and Inspection PROPRIETARY ANCHOR & BOLTING INSPECTION REPORT NO.: 15141HSBO81015-NA -1 DATE: 8/10/2015 CONTRACTOR: Burns Mcdonnell PROJECT #: 06 115141 PERMIT #: 615-0070 PROJECT: Sahale Snacks INSPECTOR: ickalaus Adams LOCATION: 3411 S. 120th PL JURISDICTION: ity of ukwila KA P.M.: Bill Throne WEATHER: indoor TEMP: 67 ° ❑ HIGH STRENGTH BOLTS ❑Vq ANCHORS ❑ Visual ❑ Proof Load M Torque Test ❑ Epoxy ❑ Bolts were not torque tested. ❑ Anchors were not load tested. ❑ A visual inspection was not performed ❑✓ NOTES ❑ DISCREPANCIES 100 % COMPLETE Krazan & Associates representative arrived on site as requested for torque testing of Hilti KB-TZ'/4" x 10 expansion anchors for Line 1 HVAC structural support Installation of anchors was visually observed by another Krazan & Associates representative. Refer to High. Strength Bolting Report "15141HSB061715-JM" for more details. The torque specification for above stated anchors was 110 foot pounds. Upon inspection, all bolts had achieved equired torque specification rating. Refer to ESR 1917 for more information on anchors. To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Superintendent/Representative: Technician: REC E-1v LD CITY OF TUKWRA PERMIT CENTER Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 Bolter Effwuw ivoarzo1a This npW may nd be mp,.dv..dinmyf at dhoutthew`inrnpemmionofti chentnWKG &AmD=ba. Theinfonneaonpr dodmthompwisprcpamdfatheexcluw=,fttwclimt Th mpMindwM=owmspatmsoba fimn dtwbngr hsb&ndonaiwmndNonaendwnheelormtities. lfie'vdommtion ssubjwtto tevhw ptiorto final submihd. By signmgthis sport, avinspe lm doamtemepl mslp¢9Wity farvalid'eyMasolts. Thesmneinfamationhmt—p—kdbyclhnsooaite 1 2 3 4 6 6 7 8 6 I 10 11 12 13 14 i6 16 17 18 NOTES: 1. GRATING $HALL BE FIBER GRATE T3810 WITH ISOFR RESIN. DARK GRAY COLOR OR ENGINEER APPROVED EQUAL. 2. SEE M111 8 M411 FOR DIMENSIONS AND LOCATION OF TRENCH DRAIN. 3. FOR GENERAL NOTES AND STANDARD DETAILS SEE DRAWING 81727-500,. TOOLED JOINT W/SEALANT GRATING OOLED JOINT (SEE NOTE 1) / SEALANT SAW CUT EXISTING SLAB AND CHIP TO 4'0" T-W EXPOSE 4` OF EACH EXISTING RESAR so. SLAB AND CHIP TO PRE TRENCH DRAIN 3-T EXISTING REBAR F4� EXISTING SLAB REBAR EXISTING iTE BARS SRE AND SPACING TO MATCH EXISTING SLAB REBAR SLABEXISTING CONCRETE SLABCLRREBAR � SLOPE _ TOC EL VARIES SLOPE EE § 'I ° n�= _- __- 11=1 11=1 11=1 I I MIP � iTi-i i i-i i I -III I I i- I=iTl=l t I=I I I —I 11—I I 6 III —III —III —I _III— —III BAR LOCK COUPLER SYSTEM I— — O SPLICE NEW BAR TO EACH EX TING (5)A6LONGIT III _ _—III_ III —III I III -I ( BAR LOCK COUPLER SYSTEM _—_—_ TO SPLICE NEW BAR TO EACH EXISTING T DETERMINE I I III III —I I —III I b+ — —III SLAB OMATCUT. FIELD REBARDETERMINE _ SIZE TO MATCH EXISTING REBAR EXISTING EARTH SIZE TO MATCH EXISTINGREBAR REBAR 2 VOID FORM — PLACED I - BELOW BOTTOM OFTRENCH REBAR EARS SIZEAND SPACINGTO I —III -III- I -III —III —III— 1(- EW MATCH EXISTING SLAB REBAR -III-III-III-III-III-III-III I I S Cn N AI I I —III —III —III —III —III —III EXISTING EARTH TYPICAL TRENCH DNAIN M111 EXISTING EARTH —� Y lE IN FEET 2' VOID FORM SECTION B TYPICAL TRENCH SUMP .uFwFffr 111 III 7� 7� �. swxxEme�rmcaXSlwOntrn9w.w.G Y 111 vM T-1 &.dpean ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION RECEIVED CITY OF TUKWILA RNS �M MAY Z 1 20t5 DONNELL 0V16115 0e e11 C.KRAUSE PERMIT CENTER C KRAUSE D. GILL b Is-oc)7 6 yNACK �as T6 y. SAHALE SNACKS' SAHALE SNACKS NEW L04E 1/WASHROOM/ NRROGEN UPGRADES „i TRENCH DRAIN 1 L SECTION AND DETAILS Poe I W $1727 81727-S003 reY. 2 n� l>- Ne 81727-SO03 A B C D E F G N J K L M O P -.r FILE COPY permit ni ,.' - rh') vl'V- " . Project Varinia Tukwila, WA Structural Calculations Issue for Permit March 2015 Project 83000 BURNS MCGDO VNELL REVWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TCJKUUILA MAR 19 2015 PERMIT CENTER Sahale Snacks Project Varinia Tukwila, WA Burns & McDonnell Project Number: 83000 INDEX AND CERTIFICATION PAGE DESCRIPTION HVAC Steel Structure Design Loads Modal Frequency and Deflection Calculation Welded Connection Calculations Base Plate and Anchor bolt calculations Concrete Trench Drain CERTIFICATIONS) 3(zA 5 JONATHAN GRANTHAM Civil ISSUED FOR PERMIT 3/5/2015 Page 1 Pages 2-18 Page 19-20 Pages 21-30 Pages 31-45 Pages 46-49 Sahale Snacks Project Varinia Burns & McDonnell 1 E C O 7 O U) c O N d d 0 O 3 > N U n W m C 031011 Form GCO-29B Client IM 5IW_ Page Project- U!//VK. _ Date Made By S_ of Checked By Preliminary Final > 2 . - J yt 6 O-Y- LI- %'�.r PE�iBPri'�=k3A.P!ftF_'�";Yf;i_E�h.FtLyks;=Ft Client TM Page of Project 5&A-4gt6 Date Made By Checked 031011 Form GCO-296 0iw_ 5i�✓G7UC� PreliminaryFinal ° 031011 pormano-2oa ' . ' | Page m�_____ Projectoate�___-Made By Checked By -- Pnm/mmun�_____Fin 'at ______ DfHO oc 6 14, 61 Client ,M 5wto- Page_ Project -Date- Made By Checked By of 031011 Form GCO-29B �� �idGPl%2� PreliminaryFinal 9W � ''^^ VJ G � r M (a � N L CU C M O � m a c 0 UI m E� 7 L m d � N � Q c Co N W O p �� rn LW 0 o o N L N T >[ c U O C (n () N w co 00 9xLXLSSH O � VJ G r co co � N C L G M Q � a � c 0 UI m W EI � E }a O a Cl)cu � �s U CO XLXLSSH -0 > E WI N 2 Q �� �� 9xLXLSSH sy + z 9xLXLSSH c 0 o o N L CO O N E o (n () N c � � � W U) co Company JM IIRISA JDeser ob Nn ber : 8M27 uckers Checked By: r c c x n a o a, e c Model Name Dehum Evap_Cond Platform Basic Load Cases RI r` rlee—Wi— C.fennn, Y r—A v (]r,,i 7 (—A WM DniM r)ic+,.K A —IRA C. f-- 2 Ds seIf-weight DL -1 3 De empty dead load OL1 4 Do operating dead load OL2 1 5 Dt test dead load OL3 6 L live load LL 7 S snow load SL 14 8 1 Ff friction forces TL 9 Af, pipe anchor/guide forces PL 10 W(X), equip/pipe wind load L. WLX 4 2 11 W(Z), equip/pipe wind load L. WLZ 4 2 12 Eo(X), operating earthquake.. ELX .29 8 13 Eo(Z), operating earthquake.. ELZ .29 8 14 Ee(X), empty earthquake X-.. OL4 Ee(Z), empty earthquake Z-... OL5 .29 16 NLo(X), operating notional I... NLX 17 NLo(Z), operating notional I... NLZ N.2915 .002 18 NLe(X), empty notional load OL6 19 NLe(Z), empty notional load OL7 .002 20 NLt(X), test notional load OL8 21 NLt(Z), test notional load OL9 22 BP Bundle Pull Loads OL10 23 FP Fireproofing DL 26 dummy x None 27 dummy z None RISA-3D Version 12.0.2 [LA ... \... \... \... \... \... \BNM DD\Dehum_Evap_Cond Platform.r3d] Page 1 Company JM Smuckers IIRISA Designer SMC Job Number 81727 r e c e a a L a c+ e s Model Name Dehum_Evap_Cond Platform Mar 12, 2015 Checked By: Load Combinations r)u ,,iMin Q P C R P� R Pn 1 """'*'°"*" ASD LOAD COMB ""*"'*"""" 2 ASD 1: 1.0(Ds + Do + Ff + Af) + NLo(X) Yes Y DL 1 0... 1 TL 1 PL 1 N... 1 3 ASD 1: 1.0(Ds + Do - Ff + Af) - NLo(X) Yes Y DL 1 0... 1 TL -1 PL 1 N••• -1 4 ASD 1: 1.0(Ds + Do + Ff + Af) + NLo(Z) Yes Y DL 1 0... 1 TL 1 PL 1 N••• 1 5 ASD 1: 1.0(Ds + Do - Ff + Af) - NLo(Z) es Y DL 1 0... 1 TL -1 PL 1 N••• -1 6 ASD 2: 1.0(Ds + Do+ Ff + Af) + 1.OL + NL.. Yes Y DL 1 0., 1 TL 1 IPLI 1 I LL 1 1 N••• 1 7 ASD 2: 1.0(Ds + Do - Ff - Af) + 1.OL - NLo(.. e Y DL 1 0... 1 TL -1 PL 1 LL 1 N.•• -1 8 ASD 2:1.0Ds+Do+Ff+Af) +1.OL+NL.. Yes Y DL 1 0••• 1 TL 1 PL 1 LL 1 N••• 1 9 ASD 2: 1.0(Ds + Do - Ff - Af) + 1.OL - NLo.. Yes Y DL 1 0••• 1 TL -1 PL 1 LL 1 N••• -1 10 ASD 3: 1.0(Ds + Do + Af) + W(X) + S + NL.. es Y DL 1 0••• 1 PL 1 W• 1 SL 1 N••• 1 11 ASD 3: 1.0(Ds + Do + Af) - W(X) + S - NLo.. es Y DL 1 0••• 1 PL 1 W• -1 SL 1 N••• -1 12 ASD 3: 1.0(Ds + Do + Af) + W(Z) + S + NL.. Yes Y IQLI 1 0... 1 PLI 1 W.. 1 SL 1 N••• 1 13 ASD 3: 1.0(Ds + Do + Af) - W(Z) + S - NLo.. Yes Y I IDLI1 0... 1 PL 1 W• -1 SL 1 N••• -1 14 ASD 4:1.0(Ds+Do+Af) +0.7Eo(X)+5+. Yes Y I IDLI1 0... 1 PL 1 E••• .7 SL 1 N••• 1 15 ASD 4: 1.0(Ds + Do + Af) - 0.7Eo(X) + S - .. Yes Y I IDLI1 0... 1 PL 1 E••• -.7 SL 1 N- -1 16 ASD 4: 1.0(Ds + Do + Af) + 0.7Eo(Z) + S +.. es Y DL 1 0••• 1 PL 1 EL2 .7 ISL 1 N••• 1 17 ASD 4: 1.0(Ds + Do + Af) - 0.7Eo(Z) + S -.Yes es Y DL 1 0••• 1 PL 1 E -.7 SL 1 N••• -1 18 ASD 5: 1.0(Ds + Do +Af) + 0.75W(X) + 0.... Yes Y DL 1 0••• 1 PL 1 LL .75 W• .75 SL .75 N••• 1 19 ASD 5: 1.0(Ds + Do + Af) - 0.75W(X) + O.T. Yes Y DL 1 0••• 1 PL 1 LL .75 W -.75 SL .75 N••• -1 20 ASD 5: 1.0(Ds + Do + Af) + 0.75W(Z) + 0.... Yes Y DL 1 0••• 1 PL 1 LL .75 W• .75 SL .75 N••• 1 21 ASD 5: 1.0(Ds + Do + A - 0.75W(Z) + O.T. Yes Y IDLI 1 0••• 1 PL 1 LL .75 W• -.75 SL .75 N••• -1 22 ASD 6: 1.0(Ds + Do + Af) + 0.75*0.7Eo(X)..Yes Y DL 1 0••• 1 PL 1 LL .75 E....525 SL .75 N••. 1 23 ASD 6: 1.0(Ds + Do + Af) - 0.75'0.7Eo(X) ...Yes Y DL 1 0••• 1 PL 1 LL .75 E....52 SL .75 .N.... -1 24 ASD 6: 1.0(Ds + Do + Af) + 0.75'0.7Eo(Z) .. es Y DL 1 0••• 1 PL 1 LL .75E .525 SL .75 N••• 1 25 ASD 6: 1.0(Ds + Do + Af) - 0.75"0.7Eo(Z) ... Yes Y DL 1 0•1 1 1 PL 1 LL .75E .52 SL .76 N••• -1 26 ASD 7: 0.6(Ds) + De + 1.OW(X) + NLo(X) es Y DL .9 0••• 1 W• 1 N••• 1 27 ASD 7: 0.6(Ds) + De - 1.OW(X) - NLo(X) Yes Y IDLI .9 0••• 1 W• -1 N••• -1 28 ASD 7: 0.6(Ds) + De + 1.OW(Z) + NLo(Z) Yes Y IDLI .9 0... 1 W• 1 N••• 1 29 ASD 7: 0.6(Os) + De-1.OW(Z) - NLo(Z) Yes Y DL .9 0... 1 W• -1 N••• -1 30 ASD 8: 0.6(Ds) + De + 0.7Eo(X) + NLo(X) Yes Y IDLI .9 0... 1 E••• .7 N••• 1 31 ASD 8: 0.6(Ds) + De - 0.7Eo(X) - NLo(X) Yes Y IDLI .9 0. 1 E... -.7 N... -1 32 ASD 8: 0.6(Ds) + De + 0.7Eo(Z) + NLo(Z) Yes Y IDLI .9 0... 1 E .7 N... 1 33 ASD 8: 0.6(Ds) + De - 0.7Eo(Z) - NLo(Z) Yes Y IDLI .9 0... 1 E -.7 N... -1 34 ASD 9: 1.0(Ds + Dt) + Wp(X) + NLt(X) Yes Y IDLI 1 0... 1 W• .57 0••• 1 35 ASD 9: 1.0(Ds + Dt) - Wp(X) - NLt(X) Yes Y DL 1 0... 1 W. .57 0••• -1 36 ASD 9: 1.0(Ds + Dt) + Wp(Z) + NU(Z) Yes Y IDLI 1 0••• 1 W. .57 0••• 1 37 ASD 9: 1.0(Ds + Dt - W Z - NLt Z Yes Y IDLI 1 0... 1 W• .57 0••• -1 38 ASD 10: 1.0(Ds + De + Bp+NLo X es Y IDLI 1 0... 1 OLIO 1 N••• 1 39 ASD 10: 1.0(Ds + De + BP-NLo(X) Yes Y IDLI 1 0... 1 OL10 1 N••• -1 40 ASD 10: 1.0(Ds + De + B +NLo 2) Yes Y IDLI 1 0••• 1 OL10 1 N.•. 1 41 ASD 10: 1.0(Ds + De + BD-NLo(Z) Ye Y IDLI 1 0... 1 OL10 1 N••• -1 42 43 `""""`"' LRFD LOAD COMB 44 STR 1: 1.4(Ds + Do + Ff + Af)+1.4NLo(x) Y DL 1.4 0... 1.4 TL 1.4 PL 1.4 N••• 1.4 45 STR 1: 1.4(Ds + Do - Ff + Af)-1.4NLo(x) Y DL 1.4 0... 1.4 TL -1.4 PL 1.4 N••• -1.4 46 STR 1: 1.4(Ds + Do + Ff + Af)+1.4NLo(z) Y DL 1.4 0­11.41 TL 1.4 PL 1.4 IN. -I 1.4 47 STR 1: 1.4(Ds + Do - Ff + Af)-1.4NLo(z) Y DL 1.4 0... 1.4 TL -1.4 PL 1.4 N.•. -1.4 48 STR 2: 1.2(Ds + Do + 1.2Af) + 1.6L+ 0.55 .. Y DL 1.2 0... 1.2 IPLI 1.2 LL 1.6 SL .5 N••• 1.2 49 STR 2: 1.2(Ds + Do + 1.2Af) + 1.6L+ 0.55 .. Y DL 1.2 0... 1.2 PL 1.2 LL 1.61 1 SL .5 N••• -1.2 50 STR 2: 1.2(Ds + Do + 1.2Af) + 1.6L+ 0.55 .. Y IDLI 1.2 0... 1.2 PL 1.2 LL 1.6 SL .5 N••• 1.2 51 STR 2: 1.2(Ds + Do + 1.2Af) + 1.6L+ 0.55-.. Y IDLI 1.2 0... 1.2 PL 1.2 LL 1.6 ISL .5 N••• -1.2 52 STR 3: 1.2(Ds + Do + Af) + 1.OL + 0.55 +... Y IDLI 1.2 0..• 1.2 PL 1.2 LL 1 W• 1.6 SL .5 N••• 1.2 53 STR 3: 1.2(Ds + Do + AD + 1.OL + 0.55 - 1.. Y DL 1.2 0... 1.2 PL 1.2 LL 1 W• -1.6 SL .5 N••• -1.2 54 STR 3: 1.2(Ds + Do + AD + 1.OL + 0.55 +... Y DL 1.2 0... 1.2 PL 1.2 LL 1 W.-1.6 SL .5 N••• 1.2 55 ISTR 3: 1.2(Ds + Do + Af) + 1.OL + 0.55 - 1.. Y DL 1.2 0•.• 121 1 IPL 1.2 LL 1 W• -1.6 SL .5 N••• -1.2 56 ISTR 4: 1.2(Ds + Do + Af) + 1.OEo(X) + 1.0.. Y DL 1.2 0.•• 1 ')1 1 1pL 1.2 LL 1 E •• 1 SL .2 N••• 1.2 RISA-3D Version 12.0.2 [LA ... \...\... \... \... \... \BNM DD\Dehum_Evap_Cond Platform.r3d] Page 2 10 JM Smuckers ROJCompany Designer SMC RRISA ob Number 81727 r E e It N o L o G I E s Model Name Dehum_Evap_Cond Platform Mar 12, 2015 Checked By: Load Combinations (Continued) n-o rinfinn C P C R P. R P. RI C P. R P. R P. R G. R P. R P. 57 STIR 4: 1.2(Ds + Do + Af) - 1.OEo(X) + 1.0... Y IDLI 1.2 0••• 1.2 PL 1.2 ILL 1 E••• -1 SL .2 N••• -1.2 58 STIR 4: 1.2(Ds + Do + A + 1.OEo(Z) + 1.0.. Y DL 1.2 0••• 1.2 PL 1.2 LL 1 E 1 IS .2 N••• 1.2 59 STIR 4: 1.2(Ds + Do + Af) - 1.OEo(Z) + 1.0... Y DL 1.2 0••• 1.2 PL 1.2 LL 1 E -1 SL .2 N••• -1.2 60 STIR 5: 0.9(Ds + De + 1.6W(X)+0.9NLe(X Y DL .9 0•-• .9 W• 1.6 0••• .9 61 STIR 5: 0.9(Ds + De) - 1.6W(X)-0.9NLe(X) Y DL .9 0••• .9 W• -1.6 O••• -.9 62 STIR 5: 0.9(Ds + De) + 1.6W(Z)+0.9NLe(Z) Y DL .9 0•-• .9 W• 1.6 0••• .9 63 STIR 5: 0.9(Ds + De) - 1.6W(Z)-0.9NLe(Z) Y DL .9 0••• .9 W- -1.6 O••• -.9 64 STIR 6: 0.9(Ds + De) + 1.OEe(X)+0.9NLe(X) Y DL .9 0... .9 0... 1 0... ,9 65 STIR 6: 0.9(Ds + De)-1.OEe(X)-0.9NLe(X) Y IQL .9 O••• .9 0... _1 0... -,9 66 STIR 6: 0.9(Ds + De) + 1.OEe(Z)+0.9NLe(Z) Y DL .9 0... •9 0... 1 0... .9 67 STR 6: 0.9(Ds + De)-1.OEe(Z)-0.9NLe(Z) Y DL .9 O••• .9 0••• -1 0••• -.9 68 STIR 7: 1.2(Ds + Dt) + 1.6*Wp(X)+1.2NLt(X) Y DL 1.2 0••• 1.2 W• .57 0••• 1.2 69 STIR 7: 1.2(Ds + Dt) - 1.6*Wp(X)-1.2NLt(X) Y DL 1.2 0••• 1.2 W• -.57 0••• -1.2 70 STIR 7: 1.2(Ds + Dt) + 1.6*Wp(Z)+1.2NLtZ) Y DL 1.2 0•.• 1.2 W• .57 0••• 1.2 71 STIR 7: 1.2(Ds + Dt) - 1.6*Wp(Z)-1.2NLt(Z) Y IDLI 1.2 0••• 1.2 W.• -.57 O.•• -1.2 72 STIR 8: 1.2(Ds + De) + 1.6Bp+1.2NLo(X) Y DL 1.2 0••• 1.2 OLIO 1.6 N•-• 1.2 73 STIR 8: 1.2(Ds + De) + 1.6Bp-1.2NLo(X) Y DL 1.2 0••• 1.2 OLIO 1.6 N••• -1.2 74 STIR 8: 1.2(Ds + De) + 1.6Bp+1.2NLo(Z) Y DL 1.2 0... 1.2 OL10 1.6 N••• 1.2 75 STIR 8: 1.2(Ds + De) +1.6Bp-1.2NLo(Z) Y DL 1.2 0••• 1.2 OL10 1.6 N••• -1.2 76 STIR 9: 0.9(Ds + De) + 1.6Bp+1.2NLo(X) Y DL .9 0... 1.2 OL10 1.6 1 IN••• 11.2 77 STIR 9: 0.9(Ds + De) + 1.6Bp-1.2NLo(X) Y DL .9 0.-.11.21 OL10 1.6 N••• -1.2 78 STIR 9: 0.9(Ds + De) + 1.6Bp+1.2NLo(Z) Y IQLI .9 0... 1.2 OL10 1.6 N••• 1.2 79 STIR 9: 0.9(Ds + De) +1.6Bp-1.2NLo(Z) Y DL .9 0... 1.2 OL10 1.6 N••• -1.2 80 Ds Structure DL DL 1 -.9 81 De Enrinty Dead Load 0... 1 DL 1 -.9 82 Do operating dead load 0... 1 DL 1 -.9 83 Dt test dead load 0... 1 QL1 1 -.9 84 L. live load LL 1 -.9 85 S snow load SL 1 -.9 86 Ff friction forces TL 1 DL 1 87 Af Pipe anchor/ -guide forces IPLI 1 DL 1 -.9 88 W X . equip/pi a wind load in +/ W-I 1 -.9 89 WO, e ui / i e wind load in +/ W.. 1 -.9 90 Eo X operating earthquake X-di E••• 1 -.9 91 Eo Z operating earth uake Z-di EL2 1 -.9 92 Ee X empty earthquake X-dir 0... 1 -.9 93 Ee Z empty earthquake Z-dir 0... 1 -.9 94 NLo X operating notional load N... 1 -.9 95 NLo Z operating notional load N... 1 -.9 96 NLe X emply notional load 0... 1 -.9 97 NLe Z empty notional load 0... 1 -.9 98 NLt X test notional load 0••• 1 -.9 99 NLt Z test notional load 0... 1 -.9 100 BP Bundle Pull Loads 0••• 1 -.9 101 FP Fireproofing DL 1 -.9 -1021 wx 26 1 -.9 -1031 wz 271 1 -.9 RISA-3D Version 12.0.2 [L:\...\... \... \... \... \... \BNM DD\Dehum_Evap_Cond Platform.r3d] Page 3 11 G M a d M a co c to � 0 UI N m N WI N � L E CM G 7 t � O i Q 0 d 0 o C _0 O U a) � a rn 0 W I � N � O � � O N O a m v rn c mc n� o co Qc Y T � c U J O d m O, H o U) N c c J W C/) co G M IL LO Cl M a a c �0 UI CL W CM EI VJ L C13'^ CC C =3 t Cl E Q a Cl co 0 U I !Z > c o ' W U) I E rn � o O p N n 0 P rn 0 0 a 0 c 0 0 c o � �c N n c Y JO m a E r` y o (n U N o c co J W � � co G M O M f0 a �p a Lr) o UI N m N WI � r E L � VJ G Q C O M 7X a Y O X U -a WI E N o + c a m 0 a c 3 m n .a n c m c o X �0 n o N Y JO 7 00 0 fx E o C4 U cV c c J W co G C`') a o o ri w. a (B a c LO 0 UI N m L E� L U 7 t ,,^^ VJ C C Q Y_ O � C L Y O v N o O N U � I � C w Y Y EI 00 Ci i 0 Ad co N M t C a t0 0 a c 3 d fl. .Q n m c -o N c U 0O co n E 0 W U C,4 v 0, co 00 G M 00 ch a ca r 0 UI N m N W EI L 7 L cc G 0 C Y n L O a 0 X Z6 QI a ca w E� .c 0 a X Y f6 c cr L r N L7I C N 0 C . X.0 0 (LA W c Cs A Y UO :3 m a E (n U ti v�a0i 0 W 7 U) co G M M 1_ �p a c 0 N m W eC, EI � L � L CC G � Y f0 C L Y N Y O N Y a C O N UI � Q- w m WI c � Y 3 N i N co N N Y l6 a, m aD rn c m n o c .-: o N - W O c7 >+ Y JO :z m a E r— w o Cn U N o _J W E� 8L M � G Q. C) M (p LC) N L CC G CC2 w0 `0 a a c 0 U� m 7 L ECU � C C o� ^a yr �o 6 ��, CO N o� oa U � 8l Q Z. j c Lu oZ, aD o< < ^� CO oZ, a m a m � c U O t Cn co 00 o E COL o (n ti N c 2 w (A co Company JM Smuckers Mar 12, 2015 RRRISA Designer SMC Job Number 81727 Checked By: T E C M N O L O G I E C Model Name Dehum_Evap_Cond Platform Response Spectra Data X Direction Spectra ASCE 2005 Parametric Design Spectra, SDS = 1 SD1 = 1 TL = 5 Modes Used All 3 modes Mode No. for Signs Modal Combination Method CQC Damping Ratio 5 Percent Z Direction Spectra ASCE 2005 Parametric Design Spectra, SDS = 1 SW = 1 TL = 5 Modes Used All 3 modes Mode No. for Signs Modal Combination Method CQC Damping Ratio 5 Percent Frequencies / Participation Mode Number Frequency Period Percent Modal Participation (Hz) (Sec) X Spectra Y Spectra Z Spectra 1 1.816 .551 87.573 2 1.961 .51 88.025 .001 3 2.637 .379 .089 .208 Totals : 88.114 1 87.782 RISA-3D Version 12.0.2 [LA ... \...\...\...\...\... \BNM DD\Dehum_Evap_Cond Platform.r3d] Page 5 19 JOINT DISPLACEMENTS/STORY DRIFT ARE HELD TO SERVICEABILITY LIMIT OF H/100. TOTAL STRUCTURE HEIGHT IS 30'-0" WITH A DRIFT LIMIT OF 3.6". Envelope Joint Displacements Joint X finl LC Y finl LC Z finl LC X Rotatio... LC Y Rotatio... LC Z Rotatio... LC 1 I N1 max 1 0 10 1 0 26 0 1 16 0 16 0 10 0 11 2 min 0 27 0 11 0 33 0 33 0 27 0 10 3 N2 max 0 26 0 27 0 16 0 16 0 10 0 11 4 min 0 11 0 10 0 33 0 17 0 11 0 10 5 N3 max 0 26 0 26 0 32 0 32 0 10 0 11 6 min 0 27 0 11 0 17 0 17 0 27 0 10 7 N4 max 0 10 0 27 0 32 0 16 0 10 0 11 8 min 0 11 0 10 0 17 0 17 0 27 0 10 9 N9 max 1.119 10 .002 26 .837 12 7.908e-4 28 4.832e-4 10 8.295e-4 27 10 min -1.113 11 -.008 11 -.823 29 -1.43e-3 13 -4.867e-4 11 -1.186e-3 10 11 N10 max 1.119 10 .002 27 .807 12 8.046e-4 28 5.657e-4 10 1.07e-3 11 12 min -1.113 11 -.006 10 -.792 29 -1.178e-3 13 -5.622e-4 11 -8.533e-4 26 13 N11 max .973 10 .001 26 .838 12 1.55e-3 12 8.952e-4 10 6.867e-4 27 14 min -.969 11 -.007 11 -.823 29 -7.763e-4 29 -8.896e-4 11 -1.001e-3 10 15 N12 max .973 10 .002 27 .808 12 1.417e-3 12 9.645e-4 26 1.005e-3 11 16 min -.969 11 -.007 10 -.792 29 -7.721e-4 29 -9.685" 11 -7.045e-4 26 17 N9A max .917 10 .002 26 .652 12 1.799e-3 12 5.208e-4 10 1.754e-3 11 18 min -.917 11 -.007 11 -.645 13 -1.822e-3 29 -5.153e-4 27 -1.781e-3 10 19 N 10A max .917 10 .002 27 .628 12 1.677e-3 12 5.34e-4 10 1.773e-3 11 20 min -.917 11 -.006 10 -.624 13 -1.755e-3 29 -5.254e-4 27 -1.754e-3 10 21 N 11 A max .799 10 .001 26 .651 12 1.826e-3 28 5.929e-4 10 1.53e-3 11 22 min -.797 11 -.006 11 -.645 13 -1.748e-3 13 -5.848e-4 27 -1.556e-3 10 23 N 12A max .799 10 .001 27 .628 12 1.763e-3 28 6.006e-4 10 1.55e-3 27 24 min -.797 11 -.006 10 -.624 13 -1.64e-3 13 -5.958e4 11 -1.539e-3 10 25 N13 max .83 10 .025 29 .652 12 4.022e-4 13 5.647e-4 26 6.27e-4 27 26 min -.829 11 -.048 12 -.645 13 -2.871e-5 28 -5.696e-4 11 -9.044e-4 10 27 N14 max .831 10 .023 29 .628 12 4.06e-4 13 5.618e-4 26 8.851e-4 11 28 min -.829 11 -.048 12 -.624 13 -1.66e-5 28 -5.692e-4 11 -6.276e-4 26 29 N15 max 1.031 10 .003 29 .838 12 9.472e-4 13 1.081e-3 10 2.475e-4 27 30 min -1.027 11 -.069 12 -.823 29 1.237e-4 28 -1.075e-3 11 -9.549e-4 10 31 N16 max 1.031 10 .005 29 .807 12 6.105e-4 13 9.481e-4 10 1.002e-3 11 32 min -1.027 11 -.057 12 -.792 29 9.042e-5 28 -9.394e-4 27 -2.745e-4 26 33 N 19 max .888 10 .025 28 .652 12 2.612e-5 29 5.382e-4 26 7.187e-4 27 34 min -.888 11 -.047 13 -.645 13 -4.013e-4 12 -5.452e-4 11 -9.954e-4 10 35 N20 max .888 10 .023 28 .628 12 1.59e-5 29 5.361e-4 26 9.819e-4 11 36 min -.888 11 -.047 13 -.624 13 -4.184e-4 12 -5.406e-4 11 -7.189e-4 26 37 N24 max .973 10 -.002 27 .834 12 1.579e-3 12 7.849e-4 26 2.094e-4 26 38 min -.969 11 -.021 10 -.819 29 -4.354e-4 29 -7.881e-4 11 -3.502e-4 11 39 N25 max 1.031 10 -.004 29 .834 12 1.032e-3 12 8.882e-4 26 4.668e-5 26 40 min -1.027 11 -.092 12 -.819 29 2.16e-4 29 -8.937e-4 11 -1.677e-4 11 41 N39 max 1.031 10 -.003 29 .835 12 1.026e-3 13 8.486e-4 10 -4.608e-5 28 42 min -1.027 11 -.091 12 -.82 29 1.123e-4 28 -8.505e-4 11 -3.049e-4 13 43 N40B max 1.119 10 .002 27 .835 12 4.133e-4 28 7.767e-4 26 1.519e-4 26 44 min -1.113 11 -.024 10 -.82 29 -1.426e-3 13 -7.861e-4 11 -3.221e-4 11 45 N37B max 1.092 10 -.014 26 .838 12 3.701e-4 29 6.859e-4 10 2.653e-4 27 46 min -1.087 11 -.083 11 -.823 29 -5.817e-4 12 -6.756e-4 27 -1.115e-3 10 47 N38C max 1.092 10 -.021 27 .835 12 3.059e-4 29 7.149e-4 10 4.521e-5 27 48 min -1.087 11 -.112 10 -.82 29 -4.498e-4 12 -7.079e-4 27 -7.347e-4 10 49 N38A max 1.013 10 .002 26 .751 12 2.06e-3 12 5.041e-4 10 2.152e-3 11 50 min -1.018 1 11 -.007 11 -.733 29 -1.805e-3 29 -5.022e-4 11 -2.093e-3 26 51 N39B max 1.018 10 .002 27 .72 12 1.928e-3 12 5.481e-4 10 2.081e-3 27 52 min -1.012 11 -.006 10 -.707 29 -1.707e-3 2 -5.406e-4 27 -2.197e-3 10 53 N40A max .883 10 .001 26 .737 12 1.818e-3 28 7.273e-4 10 1.897e-3 11 54 min -.886 11 1 -.006 11 -.741 13 -1.966e-3 13 -7.197e-4 27 -1.817e-3 26 55 N41 max .889 10 .001 27 .712 12 1.727e-3 28 7.621e-4 10 1.812e-3 27 56 I min -.88 11 -.007 10 1 -.713 1 13 -1.819e-3 13 -7.615e-4 11 -1.914e-3 10 RISA-3D Version 12.0.2 [LA ... \... \... \... \... \... \BNM DD\Dehum_Evap_Cond Platform.r3d] Page 5 20 WORc.wSee seev,ees Client J Smucker Page Of Project No. 81627 Date 3/12/2015 Made By M. Brower Welded connection check for HSS Beams Checked By • All Preliminary MOM -seo.xee-eoreawsa - around weld Final - Shape HSS8X6 bf (in)= 6.00 d (in)= lin 8.00 in V = 1.84 kip M = 9.00 Ikip*ft 1 = 28.00 S = 69.33 applied Load V/L+M/S = 1.62 kip/in req'd weld =implied load 14.85ksi 0.109 in Min. Weld Size 1.75/16 in Y A Z X Envelope Only Solution JM Smuckers SMC Dehum_Evap_Cond Platform Mar 12, 2015 at 5:00 PM 81727 HSS8X6 Dehum_Evap_Cond Platform.r3d 22 Envelope Only Solution JM Smuckers SMC Dehum_Evap_Cond Platform Mar 12, 2015 at 5:00 PM 81727 HSS8x6 Dehum_Evap_Cond Platform.r3d 23 .09LOWI05 SERVICES �I Client Sahale Page - -. -- Of - ■ • Project No. 81727 Date 3/12/2015 Made By M. Brower Welded connection check for HSS6X6 Checked By MOM3 0000M . ARCO D - COMMUMa All around weld Preliminary Final - - Shape HS.S6X4 bf (in)- in d (in)- in V = 0.63 kip M = 1.50 kip*ft 1 = 20.00 S = 36.00 applied Load V/L+M/S = 0.53 kip/in req'd weld =applied load 14.85ksi 0.036 in Min. weld Size 0.57/16 in 24 Envelope Only Solution JM Smuckers SMC 81727 Dehum_Evap_Cond Platform Mar 12, 2015 at 5:11 PM HSS6X4 Dehum_Evap_Cond Platform.r3d ►1 z x Envelope Only Solution JM Smuckers SMC 81727 Dehum_Evap_Cond Platform Mar 12, 2015 at 5:11 PM HSS6X4 Dehum_Evap_Cond Platform.r3d 26 ROMRISAJob Company JM Smuckers Mar 12, 2015 Designer SMC Number 81727 Checked By: r e c a a o o c i e s Model Name Dehum Evap_Cond Platform Envelope Member Section Forces Member Sec Axialrkl LC v Shearfkl LC z Shearfkl I C TnrntlP.rk-ftl I C v-v Mnmen I C 7a Mnman I C 1 M1 1 1 max .816 10 .977 12 .384 11 .26 26 1.253 26 4.859 12 2 min -.261 27 -.094 29 -.378 26 -.579 11 -1.284 11 -2.144 29 3 2 max .816 10 .842 12 .302 11 .26 26 .262 27 1.174 28 4 min -.261 27 -.179 29 -.297 26 -.579 11 -.267 10 -1.949 13 5 3 max .866 10 .285 28 .269 10 .196 12 1.053 27 -.43 26 6 min -.322 27 -.493 1 13P.626 27 -.04 29 -1.057 10 -2.466 11 7 4 max .866 10 .154 2826 .847 11 .403 11 .99 29 8 min -.322 27 -.992 1311 -.369 26 -.39 26 -2.458 12 9 5 max .642 13 .069 2826 .847 11 .934 26 4.988 13 10 min -.097 28 -1.127 1311 -.369 26 -.948 11 -2.153 28 11 M3 1 max .43 17 1.171 1310 .354 27 1.042 27 4.367 13 12 min .02 32 -.07 2827 -.873 1 10 -1.074 10 -2.114 28 13 2 max .558 12 .784 13 .233 10 .354 27 .718 10 1.02 29 14 min .067 26 -.303 12 -.223 27 -.873 10 -.707 127 -2.829 12 15 3 max .558 12 .277 29 .045 13 .379 10 .444 126 -.347 27 16 min -.113 29 -.438 12 -.044 28 -.171 27 -.445 11 -1.227 10 17 4 max .559 12 .192 29 .126 11 .379 10 .138 13 1.199 28 18 min -.113 29 -.573 12 -.125 26 -.171 27 -.135 28 -1.565 13 19 5 max .559 12 .107 29 .207 11 .379 10 .686 11 3.997 12 20 min -.113 29 -.708 1 12 -.207 26 -.171 27 -.679 26 -2.144 29 21 M9 1 max .732 10 1.207 10 .194 28 .118 29 .721 11 5.048 10 22 min -.505 27 -.657 27 -.195 13 -.611 12 -.711 26 -3.997 127 23 2 max .732 10 1.127 10 .151 26 .118 29 .318 11 2.022 26 24 min 1 -.505 27 -.707 27 -.151 111 -.611 12 -.309 26 -2.277 11 25 3 max .732 10 1.047 10 .151 26 .118 29 .331 12 -.183 29 26 min -.505 27 -.758 27 -.151 11 -.611 12 -.324 29 -1.005 12 27 4 max .53 10 .669 26 .413 26 .885 12 .418 28 1.896 27 28 min -.301 27 -1.173 11 -.429 11 -.312 29 -.412 13 -3.053 10 29 5 max .568 11 .619 26 .413 26 .885 12 1.222 126 5.076 11 30 min -.34 26 -1.825 11 -.429 11 -.312 29 -1.259 1 11 -3.939 126 31 M10 1 max .523 11 1.192 11 .251 13 .246 28 .659 26 4.263 11 32 min -.292 26 -.525 26 -.242 28 -.713 13 -.671 11 -3.323 26 33 2 max .523 11 1.112 11 .246 11 .246 28 .172 13 1.574 27 34 min -.292 26Kj569 26 -.237 26 -.713 13 -.16 28 -2.25 10 35 3 max .388 1227 .171 27 .554 13 .467 13 -.213 28 36 min -.148 2910 -.183 10 -.122 28 -.44 28 -1.173 13 37 4 max .388 1227 .363 28 .554 13 .263 29 1.651 26 38 min -.148 2910 -.375 13 -.122 28 -.268 12 -2.258 11 39 5 max .388 1227 .411 28 .554 13 .768 28 4.238 10 40 min -.148 29.10 -.423 13 -.122 28 -.806 13 -3.299 27 41 M9A 1 max -.048 32 .974 12 .103 31 1.087 26 .291 14 6.578 12 42 min -.512 17 -.346 29 -.108 14 -1.384 11 -.268 31 -4.586 29 43 2 Imax -.073 26 .879 12 .083 31 1.087 26 .151 15 2.444 128 44 min -.494 15 -.501 29 -.088 14 -1.384 11 -.151 30 -2.908 13 45 3 max -.061 30 .597 12 .012 29 .056 26 .123 31 -.115 26 46 min -.494 15 -.586 29 -.016 12 -.057 11 -.125 14 -.777 11 47 4 max -.064 26 .503 28 .068 14 1.227 11 .174 31 2.43 29 48 min -.494 15 -.865 13 -.075 15 -.927 26 -.178 14 -2.969 12 49 5 max -.044 33 .348 28 .091 30 1.227 11 .19 30 6.447 13 50 min -.51 16 -.96 13 -.094 15 -.927 26 -.209 15 -4.605 28 51 M10A I max -.023 33 .933 13 .086 30 .928 27 .193 15 6.174 1 13 52 min -.421 16 -.324 28 -.091 15 -1.219 10 -.171 30 -4.397 28 53 2 max -.048 27 .838 1 13 .066 30 .928 27 .171 14 2.317 29 54 1 min -.401 16 -.479 28 -.071 15 -1.219 10 -.171 31 -2.904 12 55 3 max -.044 31 .561 29 .013 33k-.055 26 .123 30 -.121 27 56 min -.394 14 -.573 12 -.017 16-.059 11 -.125 15 -.815 10 RISA-3D Version 12.0.2 [LA ... \... \... \... \...\... \BNM DD\Dehum_Evap_Cond Platform.r3d] Page 1 27 Company JM Smuckers Mar 12, 2015 IIIRISAJob Designer SMC Number 81727 Checked By: T E C M N O l a a l E t Model Name Dehum_Evap_Cond Platform Envelope Member Section Forces (Continued) Member Sec Axiallkl LC v Shearfkl LC z Shearlkl LC Torouelk-ftl LC v-v Momen__ LC z-z Mnmen___ I 57 4 max -.056 27 .476 29 .087 31 1.374 10 .154 30 2.326 28 58 min -.396 17 -.854 12 -.091 14 -1.086 27 -.158 15 -2.836 13 59 5 max -.023 32 .321 29 .107 31 1.374 10 .282 31 6.309 12 60 min -.416 17 -.948 12 -.11 14 -1.086 27 -.303 14 -4.374 29 61 Mil 1 max .014 30 1.839 10 .076 16 .204 10 .217 31 9.003 10 62 min -.247 15 -1.499 27 -.071 33 -.176 27 -.242 14r24 27 63 2 max .009 33 1.729 10 .065 16 .204 10 .108 3110 64 min -.236 16 -1.55 27 -.059 33K.204 27 -.119 1411 65 3 max .009 33 1.618 10 .046 1410 .161 1628 66 min -.236 16 -1.6 27 -.041 3127 -.16 335 67 4 max .009 33 1.552 26 .052 1710 .126 14. 27 68 min -.236 16 -1.709 11 -.047 3227 -.11 31 -4.389 10 69 5 max .015 31 1.502 26 .063 1710 .248 14 8.908 11 70 min -.247 14 -1.82 11 -.058 32. 27 -.219 131 -8.404 26 71 M 12 1 max .009 31 1.618 11 .064 17 .05 31 .182 30 7.84 11 72 min -.254 14 -1.296 26 -.06 32 -.073 14 -.206 15 -7.301 26 73 2 max .003 32 1.508 11 .053 17 .05 31 .09 30 3.672 27 74 min -.243 17 -1.346 26 -.048 32 -.073 14 -.101 15 -3.815 10 75 3 max .003 32 1.398 11 .052 16 .05 31 .159 17 -.113 29 76 min -.243 17 -1.406 10 -.047 33 -.073 14 -.157 132 -.233 4 77 4 max .004 30 1.344 27 .063 16 .05 31 .109 15 3.688 10 78 min -.25 15 -1.516 10 -.058 33 -.073 14 -.094 30 -3.789 11 79 5 max .016 30 1.294 27 .075 1161 .05 31 .213 151 7.88 10 80 1 min 1 -.261 1151 -1.627 10 -.07 1331 -.073 14 -.186 30 -7.287 127 RISA-31D Version 12.0.2 [LA ... \... \... \... \... \...\BNM DD\Dehum_Evap_Cond Platform.r3d] Page 2 28 Company JM Smuckers ONRISAJob Designer SMC Number 81727 T E a If 11 0 l a 6 r E c Model Name Dehum_Evap_Cond Platform Mar 12, 2015 Checked By: Envelme Member Section Forces KA-h- Con Av;.i Ll I r` �, Ch-RA I r` , Chn-rLl I r` Tnrn-m H7 I f' .. KA.... -- 1 !` KA^ --- 1 r` 1 M13 1 max .061 31 .387 11 .058 17 .051 27 .119 32 1.284 11 2 min -.061 14 -.128 26 -.055 32 -.054 10 -.135 17 -.983 26 3 2 max .053 31 .294 11 .05 17 .051 27 .028 30 .465 27 4 min -.053 14 -.163 26 -.047 32 -.054 10 -.035 15 -.688 10 5 3 max .04 33 .2 11 .048 16 .051 27 .13 17 -.112 29 6 min -.041 16 -.198 10 -.045 33 -.054 10 -.13 32 -.289 4 7 4 max .047 30 .163 27 .056 16 .051 27 .036 15 .463 26 8 min -.048 15 -.291 10 -.053 33 -.054 10 -.027 30 -.692 11 9 5 max .055 30 .128 27 .064 16 .051 27 .17 16 1.272 10 10 min -.056 15 -.385 10 -.061 33 -.054 10 -.152 33 -.983 27 11 M14 1 max .143 13 .392 11 .337 27 .032 27 .719 10 .737 11 12 min -.132 28 .018 26 -.337 10 -.066 10 -.718 27 -.413 26 13 2 max .143 13 .329 11 .337 27 .032 27 .183 11 .172 27 14 min -.132 28 -.017 26 -.337 10 -.066 10 -.18 26 -.816 10 15 3 max .193 10 .108 27 .136 29 .172 12 .155 10 -.134 28 16 min -.184 27 -.181 10 -.14 12 -.014 29 -.149 27 -.844 13 17 4 max .193 10 .073 27 .265 28 .172 12 .139 29 .235 26 18 min -.184 27 -.393 10 -.269 13 -.014 29 -.144 12 -.693 11 19 5 max .193 10 .038 27 .265 28 .172 12 .566 28 1.252 10 20 min -.184 27 -.605 10 -.269 13 -.014 29 -.583 13 -.525 27 21 M 16 1 max .06 30 .394 10 .064 16 .048 10 .153 33 1.321 10 22 min -.061 15 -.137 27 -.061 33 -.043 27 -.17 16 -1.031 27 23 2 max .052 30 .301 10 .056 16 .048 10 .055 31 .486 26 24 min -.053 15 -.172 27 -.053 33 -.043 27 -.063 14 -.715 11 25 3 max .042 32 .208 10 .042 17 .048 10 .13 16 -.112 28 26 min -.043 17 -.209 11 -.039 32 -.043 27 -.13 33 -.292 5 27 4 max .048 31 .172 26 .05 17 .048 10 .063 14 .488 27 28 min -.048 14 -.302 11 -.047 32 -.043 27 -.054 31 -.714 10 29 5 max .056 31 .137 26 .058 17 .048 10 .136 17 1.327 11 30 min -.056 14 -.395 11 -.055 32 -.043 27 -.119 32 -1.031 26 31 M20 1 max .083 11 .005 28 .09 10 .066 26 .322 27 .302 29 32 min -.062 26 -.09 13 -.084 27 -.074 11 -.336 10 -.727 12 33 2 max .083 11 -.009 28 .09 10 .066 26 .228 27 .381 29 34 min -.062 26 -.18 13 -.084 27 -.074 11 -.235 10 -.652 12 35 3 max .13 17 -.024 28 .401 10 .066 26 .133 27 .476 29 36 min -.109 32 -.269 13 -.395 27 -.074 11 -.134 10 -.476 12 37 4 max .133 17 -.039 28 .401 10 .066 26 .317 10 .813 13 38 min -.112 32 -.359 13 -.395 27 -.074 11 -.311 27 -.421 28 39 5 max .137 17 -.054 28 .401 10 .066 26 .767 10 1.267 13 40 min -.115 32 -.448 13 -.395 27 -.074 11 -.756 27 -.368 28 41 M25 1 max .278 11 .393 12 .144 11 .06 27 .614 26 1.495 12 42 min -.263 26 .043 -.141 26 -.172 10 -.629 11 -.431 29 43 2 max .278 11 .313 �29 .144 11 .06 27 .138 26 .373 28 44 min -.263 26 -.002 -.141 26 -.172 10 -.142 11 -.57 13 45 3 max .278 11 .233 12 .144 11 .06 27 .343 11 .021 28 46 min -.263 26 -.046 29 -.141 26 -.172 10 -.339 26 -1.057 13 47 4 max .348 11 .066 28 .182 10 .164 10 .205 27 -.131 29 48 min -.322 26 -.256 13 -.178 27 -.04 27 -.207 1 10 -.95 12 49 5 max .348 11 .021 28 .182 10 .164 10 .408 10 .299 29 50 min -.322 26 -.336 13 -.178 27 -.04 27 -.395 27 -.531 12 51 M24B 1 max .482 11 .631 11 .243 29 .033 29 .293 12 .689 11 52 min -.48 26 .017 26 -.254 12 -.067 12 -.272 29 -.216 26 53 2 max .482 11 .418 11 1 .243 29 .033 29 .08 11 .266 27 54 min -.48 26 .005 26 -.254 12 -.067 12 -.069 26 -.273 10 55 3 1 max .482 11 .205 11 .243 29 .033 1291 .164 13 56 1 min -.48 26 -.007 26 -.254 12 -.067 1 12 -.163 1281 -.485 1 10 FZI6A-3D version 12.0.2 ILA ... \... \... \... \... \... \BNM DD\Dehum_Evap_Cond Platform.r3d] Page 3 29 Company JM Smuckers husk Designer : SMC Job Number 81727 T E L N N a t o a I E s Model Name Dehum_Evap_Cond Platform Envelope Member Section Forces (Continued) Mar 12, 2015 Checked By: Member Sec Axialrkl LC v Shearfkl LC z Shearfkl LC Torouefk-ftl LC v-v Momen... LC z-z Momen... LC 57 1 4 Imax .321 10 .056 27 .083 28 .033 29 .087 29 .145 27 58 min -.319 27 -.083 10 -.095 13 -.067 12 -.095 12 -.506 10 59 5 max .321 10 .044 27 .083 28 .033 29 .09 26 .1 27 60 min -.319 27 -.297 10 -.095 13 -.067 12 -.109 11 -.336 10 RISA-3D Version 12.0.2 [LA ... \... \... \... \... \... \BNM DD\Dehum_Evap_Cond Platform.r3d] Page 4 30 Envelope Only Solution JM Smuckers SMC Dehum_Evap_Cond Platform Mar 12, 2015 at 5:13 PM 81727 Base plate joints Dehum_Evap_Cond Platform.r3d 31 Company JM Smuckers IRISA Designer SMC Job Number 81727 T E C H p O l Q G I E S Model Name Dehum_Evap_Cond Platform Envelope Joint Reactions Mar 12, 2015 Checked By: Joint X IkI LC Y fk1 LC Z NI LC MX Ik-ftl LC MY k-ft LC MZ fk-ftl LC 1 N1 max 1 .666 271 5.221 11 .559 33 6.147 33 1 .226 271 7.898 10 2 min -.678 10 -.824 26 -.554 16 -6.141 16 -.23 10 -7.9 11 3 N2 max .678 11 5.364 10 .554 33 6.08 17 .231 11 7.916 10 4 min -.666 26 -.869 27 -.541 16 -6.003 16 -.233 10 -7.886 11 5 N3 max .765 27 5.789 11 .552 17 6.105 17 .2 27 9.061 10 6 min -.779 26 -1.018 26 1 -.559 32 -6.15 32 -.202 10 -9,091 11 7 N4 Imax .782 1 11 1 4.927 10 .543 17 5.994 17 .203 27 9.089 10 8 1 min -.766 1101 -1.075 27 -.554 32 -6.091 16 -.207 110 -9.071 11 Totals: max 2.887 27 11.306 13 2.196 33 W90 min 1 -2.887 1261 6.169 28 -2.196 16 RISA-3D Version 12.0.2 [LA ... \... \... \... \... \... \BNM DD\Dehum_Evap_Cond Platform.r3d] Page 4 32 Z N O ~ J = V W - vzW- QN =LL wwO-zQ Vw uiYd ozzv OLLQ UO _ w _j 0 J v vCj) W Z H = Q� W - 1 oun0W WmmC)Q wZZ-=a CO)oQmCl) C.)H O CO)w F- owzYeo Z O O �� p z W w0=ZtL0 zQ0 < 0 P vam0�Nm MCI) W�OLL mmmR0CL �I g E ^ « E �' ¢ — O Ug NCB y c qq v N o H c.55 o uc-id � a o zmz Z-4 7 m K.. a m a .. .. .... .. .. .. .... .. .. .. .. .. .. .. .. .. .. .. .. a k LL U � 2 m E m g �� z F c c mEE Hm� EEnm:a Q.2 "a c ci" rc � v P9 ca c c O O z m O �� m a ' n c a �' "-;� d t a1 �i t; '� n Z m� m m m W tm 41 NC K «U>U> 2.2 o 1 C O O iU �U m N-II UU C9 '2 Z U v a r � N N �N��2x"z°Covdia Mv°Ji iz z uzz c n m a E =��y,ad dm_ �y12 Za �a`��¢`x°1 =a`wi=AIL ILUm Q � HHN a` a 41 x X LL 0 7 a ?' t m A 3 3 F £ c u_ ILV 3 w w t c Q <IQUW C� WF- N O WWd LL 0� QwU. O QOO coil W J Z Q O J cn QVV� �QLLO W~aZ J_ CA_LU TO Z -� i W 'QA Z W VJ QaJ? M M M M M M M Y th r� th th M C1 �•l th d doo�adddogod����dd W W N W N N W N N W N W N W W N W N •� � •O�pOOO O O O 1� A 0 0 0 0 . o O w z U C, O 80 0 0 a r: � t-A". &v�no / R U jlam'• `�L• �'• Y Y Y Y Y III � C m - a n - _ U C O O 2 •- O O � �i U m Z F � m m � � m m Z• r m 7 N m n Z v O U m m U U m m E i5 z 0i5 C7 m w> O 0 r a d 7 LLA (.) I H Zwa ww LL W Q 0 Q 0 0 W J Z OZD Z O J W �aLLO CJ LLI~dZ Cl)J LU OZ -A _ 0 W Q V N H Cl) Q G J z m dgobcici dd ci ci cidd0 C W W fA W 4l N W fn y W In W N W W N W W (%J �S • *OOOO O O 5 I �,- Y Y �gL- Y Y Yj Y x wa =•'S 5 `oL55 0 _ « p y W � G www.hilti.us Profis Anchor 2.4.7 Company: Page: 1 Specifier: Project: Address: Sub -Project I Pos. No.: Phone I Fax: Date: 3/3/2015 E-Mail: Specifier's comments: 1 Input data Anchor type and diameter: HIT-HY 200 + HAS 112 Effective embedment depth: hef',ti = 2.750 in. (hef,limit = 6.250 in.) Material: 5.8 Evaluation Service Report: ESR-3187 Issued I Valid: 3/1/2014 13/1/2016 Proof: design method ACI 318 / AC308 Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.750 in. Anchor plate: Ix x ly x t = 12.000 in. x 12.000 in. x 0.750 in.; (Recommended plate thickness: not calculated) Profile: Square HSS (AISC); (L x W x T) = 7.000 in. x 7.000 in. x 0.375 in. Base material: cracked concrete, 4000, fc' = 4000 psi; h = 7.500 in., Temp. short/Iong: 32/32 °F Installation: hammer drilled hole, installation condition: dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: > No. 4 bar Seismic loads (cat. C, D, E, or F) no Geometry [in.] & Loading [lb, in.lb] Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor( c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilt! AG, Schaan 38 www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [lb] Tension force: (+Tension, -Compression) Page: Project: Sub -Project I Pos. No.: Date: Anchor Tension force Shear force Shear force x Shear force y 1 0 328 328 -5 2 0 328 328 10 3 0 313 313 -5 4 0 313 313 10 max. concrete compressive strain: 0.02 [%o] max. concrete compressive stress: 101 [psi] resulting tension force in (xty)=(0.000/0.000): 0 [lb] resulting compression force in (xty)=(1.836/-0.016): 7543 [lb] 3 Tension load Profis Anchor 2.4.7 2 3/3/2015 03 04 Y x Compression 01 02 Load N a [lb] Capacity ON, [lb] Utilization pN = N„J^ Status Steel Strength* N/A N/A N/A N/A Bond Strength** N/A N/A N/A N/A Concrete Breakout Strength** N/A N/A N/A N/A * anchor having the highest loading **anchor group (anchors in tension) Input data and results must be checked for agreement with the existing conditions and for plausibilityl PROFIS Anchor( c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 39 www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: 4 Shear load Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.4.7 3 3/3/2015 Load Vua [lb] Capacity #Vn [lb] Utilization SV = Vua/4Vn Status Steel Strength* 328 3705 9 OK Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength (Bond Strength controls)** 1281 24204 6 OK Concrete edge failure in direction x+** 1281 234229 1 OK *anchor having the highest loading **anchor group (relevant anchors) 4.1 Steel Strength Vsa = (n 0.6 Ase,v futa) refer to ICC-ES ESR-3187 0 Vsteel 2 Vua ACI 318-08 Eq. (D-2). Variables n Ase,y [In 2] futa [psi] (n 0.6 Ase,v fut.) [lb] 1 0.14 72500 6175 Calculations Vsa [lb] 6175 Results Vsa [lb]steel Vsa [lb] Vua [lb] 6175 0.600 3705 328 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROMS Anchor (c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 40 www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: 4.2 Pryolut Strength (Bond Strength controls) hYed,Na y/g,Na Tec,Na lVp,Na Nao] Vcpg ^`p[Q ACI 318-08 Eq. (D-31) a0Na / Vcpg 2 Vua ACI 318-08 Eq. (D-1) ANa see ICC-ES AC308, Part D.5.3.7 ANa0 = Scr,Na ICC-ES AC3O8 Eq. (D-16c) Scr,Na = 20 d Tk,�ncr c e 3 h f 1450 - ICC-ES AC308 Eq. (D-16d) Ccr,Na_ Scr,Na — 2 ICC-ES AC3O8 Eq. (D-16e) Wed,Na = 0.7 + 0.3 (Ca —min c 1.0 ICC-ES AC3O8 Eq. (D-16m) \ Ccr,Na / Yg,Na = XVg,NaO + �` 55 .)0.5 • (1 - l�fg,Na0)] Z 1.0 ICC-ES AC3O8 Eq. (D-16g) 1.5 _ � - r C ) • / Tk,` 1 1>_ 1.0 ICC-ES AC3O8 E D-16h Tk,max,c k` Tk,max,c _ Nfdrc , dd hef ' f ICC-ES AC3O8 Eq. (D-16i) n 1 tlfec,Na = t 1 + 2=,N 5 1.0 ICC-ES AC308 Eq. (D-16j) Scr,Na Wp Na = MAX(SL in SE'ta) :5 1 0 ICC-ES AC3O8 Eq. (D-16p) Cac Cac Nao = Tk,c ' xbond ' 7E ' d • hef ICC-ES AC3O8 Eq. (D-16f Page: Project: Sub -Project I Pos. No.: Date: L"= Profis Anchor 2.4.7 4 3/3/2015 Variables kcp Tk,c,uncr [psi] Tkc [psi] danchor [in.] hef [In.] sa, [In.] n 2.000 1880 1051 0.500 2.750 9.000 4 kc f. [psi] ect,N [in.] ec2,N [in.] ca,min [in.] cac [in.] Kbond 17 4000 0.002 0.208 420.500 4.381 1.00 Calculations Scr,Na [in.] Ccr,Na [in.] AN. [in 2] ANa0 [in 2] Wed,N Tk,max [psi] 8.250 4.125 272.25 68.06 1.000 1135 Yg,NaO W9,Na Yec1,N 1lfec2,N tllp Na Nao [ib] 1.109 1.000 1.000 0.952 1.000 4541 Results Vcpg [lb] concrete Vcpg [lb] Vua [ibl 34577 0.700 24204 1281 Input data and results must be checked for agreement with the existing conditions and for plausibilityl PROFIS Anchor (c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 41 www.hilti.us Profis Anchor 2.4.7 Company: Page: 5 Specifier: Project: Address: Sub -Project I Pos. No.: Phone I Fax: Date: 3/3/2015 E-Mail: 4.3 Concrete edge failure in direction x+ Avc Vcbg - (Avco) Wec,v Wed,v Wc,v Wh,v Wpamllel,V Vb ACI 318-08 Eq. (D-22) Vcbg 2 V a ACI 318-08 Eq. (D-2) Avc see ACI 318-08, Part D.6.2.1, Fig. RD.6.2.1(b) Avco = 4.5 62.1 ACI 318-08 Eq. (D-23) / 1 kVec,v = j 1 + 2e, 51.0 ACI 318-08 Eq. (D-26) \ 3Cat Wed v - 0.7 + 0.3(1 ;cat) :5 1.0 ACI 318-08 Eq. (D-28) 1;Cat Wh,v = Z 1.0 ha ACI 318-08 Eq. (D-29) o.z Vb = (7 (tla) �) c Cal ACI 318-08 Eq. (D-24) Variables cat [in.] Cat [in.] ecy [in.] Wc,v ha [in.] 280.333 420.500 0.104 1.200 7.500 le [in.] X da [in.] fc [psi] Wpamllel,y 2.750 1.000 0.500 4000 1.000 Calculations Avc [in2] Avco [in 2] Wec,y Wed,v Wh,v Vb [lb] 6375.00 353640.50 1.000 1.000 7.488 2066320 Results Vcbg [lb] concrete m Vcbg [lb] Vua [lb] 334612 0.700 234229 1281 5 Warnings • Load re -distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! • Condition A applies when supplementary reinforcement is used. The cD factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions • The ACI 318-08 version of the software does not account for adhesive anchor special design provisions corresponding to overhead applications. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibilityl PROMS Anchor( c) 2003-2009 Hilt AG, FL-9494 Schaan Hilt is a registered Trademark of Hilti AG, Schaan 42 www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: 6 Installation data Anchor plate, steel: - Profile: Square HSS (AISC); 7.000 x 7.000 x 0.375 in. Hole diameter in the fixture; df = 0.563 in. Plate thickness (input): 0.750 in. Recommended plate thickness: not calculated Cleaning: Premium cleaning of the drilled hole is required Coordinates Anchor in. Anchor x y c.x c.x c.y c.y 1 -4.500 -4.500 420.500 429.500 420.500 429.500 2 4.500 -4.500 429.500 420.500 420.500 429.500 3 -4.500 4.500 420.500 429.500 429.500 420.500 4 4.500 4.500 429.500 420.500 429.500 420.500 Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.4.7 3/3/2015 Anchor type and diameter: HIT-HY 200 + HAS 1 /2 Installation torque: 360.001 in.lb Hole diameter in the base material: 0.563 in. Hole depth in the base material: 2.750 in. Minimum thickness of the base material: 4.000 in. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 43 www.hilti.us Profis Anchor 2.4.7 Company: Page: 7 Specifier: Project: Address: Sub -Project I Pos. No.: Phone I Fax: Date: 3/3/2015 E-Mail: 7 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up4o-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor( c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 44 BURNS MSDONNELL. client JM S41a.CKC- Page of 010515 Form GCO-29B Project _'5411AL E Date Made By ! Action Items 1 I .. X;_5Trey - �IG VS C-,�'@eG .. I ✓ t ^y n fJI_�t,�I Ede CA ea VC m 'A'� b 15.75 q) • 3. 7s" Vim- .�`•�� 0 U -- 0 7.i ..sy., sl�� 45 Trench Drain 46 n BURNS`MGDONNELL_ Client SC-4 a1 L Page of 010515 Form GCO-29B Project 00,0 Date i7 15 Made By Action Items iaS_ Ps5- 1 �e CA ro.,aaFroh. -to; _ o;_ y AreS5 ,tee 19k5 ps4- ,y 1 5 r» 4 . n� x (-7..) 1:►oPSt s 1 L 9v pa. Lt— 1$ ` X C X o�X ro P1 lr 3�6� �,l /'>►. 17 ` - gGIS psi 4.50 psi 51..5 #-. + • J M, = 1610pl.k Lt 'xI*AASopsg = 11Ta* ply ♦Q+ 1 1000 : 61R0 ply Se —'I = 4013 pt-5 /4,17' = MY17 Psi chc.& k 9" -ISO /o s .Jr 47 .0 0 BURNS %:SMGDONNELL. Client 5A/hq'i-C Page of 010515 Form GCO-29B Project 8.,30W Date Made 13-v Action. Items fA Ila z sv Sy bw JAX ll r 48 0n 1% BURNS iWEDONNELL Client Snh,,t Page of 010515 Form GCO-29B Project 933ILt — Date 3MI15 Made By M , hill Action Items 49 li City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 1 /4/2016 DUSTIN GILL 9400 WARD PKWY KANSAS CITY, MO 64114 RE: Permit No. D15-0070 SAHALESNACKS Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 2/6/2016. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 2/6/2016, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, f Bill Rambo Permit Technician File No: D15-0070 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 * Phone 206-431-3670 • Fax 206-431-3665 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0070 DATE: 3-19-15 PROJECT NAME: SAHALE SNACKS SITE ADDRESS: 3411 S 120TH PL X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: �) -PoOC- 313111r,--) Building Division KI Public Works up PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: FAtvAVC,/ ention 19 Structural ❑ Planning Division Im Permit Coordinator KA DATE: 3-24-15 Structural Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 4-21-15 Approved Approved with Conditions Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 BURNS & MCDONNELL ENG CC IC Page I of 2 Washington State Department of Labor & Industries Home lnicio en Espanol Contact Search L&I i A-Z Index Help My Secure L&I Safety Claims & Insurance Workplace Rights Trades & Licensing BURNS & MCDONNELL ENG CO INC Owner or tradesperson Attn: Legal Department GRAVES, GREGORY MICHAEL KANSAS CITY, M064141 816-822-3564 Principals GRAVES, GREGORY MICHAEL, PRESIDENT QUATMAN, GEORGE WILLIAM, VICE PRESIDENT TAYLOR, MARK HAROLD, VICE PRESIDENT GREENWOOD, DONALD FRANCIS, DIRECTOR C T CORPORATION SYSTEM, AGENT RUF, DAVE G JR, VICE PRESIDENT (End: 06/20/2007) BUKOWSKI, GERARD T, VICE PRESIDENT (End: 07/17/2009) Doing business as BURNS & MCDONNELL ENG CO INC WA UBI No. Business type 600 492 154 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. BURNSME005NP Effective — expiration 08117/2000— 07/10/2016 Bond ................. FIDELITY & DEPOSIT CO OF MD $12,000.00 Bond account no. 08764477 Received by L&I Effective date 08/16/2004 08/10/2004 Expiration date Until Canceled Insurance Liberty Mutual Fire Insurance $1,000,000.00 Policy no. TB2Z41432888034 Received by L&I Effective date 12/05/2014 12/01 /2014 https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=600492154&LIC=BURNSME005NP&SAW= 4/20/2015 1 1 3 4 b / S V 7u 97 'IL 1.3 74 10 10 7/ itf no.I date I by I ckd I description 0 3/17/151 CAK I DWG I ISSUED FOR PERMIT d z CM EGRESS AND GENERAL ARRANGEMENT PLAN (NOT TO SCALE) NORTH 0 2- IV 8' SCALE IN FEET CODE ANALYSIS EXISTING BUILDING GENERAL DESCRIPTION: BUILDING CODE ANALYSIS: BUILDING CODE ANALYSIS CONTINUED: INTERIOR TENANT IMPROVEMENT TO A SPRINKLERED PRECAST TYPE OF CONSTRUCTION: TYPE III B FIRE RESISTANCE RATING: CONCRETE FRAMED STRUCTURE WITH A WOOD ROOF STRUCTURE, TYPE OF CONSTRUCTION: TYPE III B CAST -IN -PLACE CONCRETE FLOOR SLABS AND FOUNDATIONS, OCCUPANCY CLASSIFICATION AND ACTUAL AREAS: IBC -.TBL 508.4 0 HOUR IBC - TBL 601 MECHANICAL HEATING, AIR-CONDITIONING AND VENTILATION, AND B - BUSINESS 11,930 SF INTERIOR FIRE RATED GYPSUM WALLBOARD WALLS. F-1 - FACTORY / INDUSTRIAL 31,340 SF FIRE SPRINKLER SYSTEM THIS EXISTING BUILDING IS SPRINKLERED. IBC 903.1 S-1 - STORAGE 46,120 SF EXISTING BUILDING CONSTRUCTED IN UNDER 2009 IBC AND 2009 FIRE S-1 - STORAGE LEASE AREA 6,742 SF EGRESS OVERALL TOTAL BUILDING 98,600 SF CODE MEANS OF EGRESS ARE NOT PROHIBITED THROUGH ADJOINING OR EXISTING CALCULATED OCCUPANT LOAD OF 80 PERSONS DOES NOT BUILDING HEIGHT AND AREA LIMITATIONS: INTERVENING ROOMS OR SPACES IN A GROUP H, S, OR F OCCUPANCY t INCREASE AND THE EXISTING EXIT PATHS DO NOT CHANGE DUE TO THE AREA: UNLIMITED WHEN THE ADJOINING OR INTERVENING ROOMS OR SPACES ARE THE SAME PLANNED TENANT IMPROVEMENTS. THE BUILDING EXTERIOR WALLS HEIGHT: 55 FEET / 2 STORY OR LESSER HAZARD OCCUPANCY GROUP. ARE UNAFFECTED. THE EXISTING FIRE RATED WALLS HAVE ONE DOOR IBC 1014.2 ADDED BUT ARE OTHERWISE UNAFFECTED. UNLIMITED AREA BUILDING IBC 507 ADJOINING WAY OR YARD REQUIREMENTS 60 FEET EXIT ACCESS TRAVEL DISTANCE: IBC LOCATION: SPRINKLERED YES OCCUPANCY B 300 FT IBC 1016.1 ONEITWO STORY YES OCCUPANCY F-1 250 FT IBC 1016.1 BUILDING IS LOCATED IN CITY OF TUKWILLA, WASHINGTON AND IS OPEN SPACE REDUCTION NONE OCCUPANCY S-2 400 FT IBC 1016.1 SUBJECT TO ZONING DISTRICT MC/H COMMON PATH OF EGRESS: IBC EXISTING PARKING PROVIDED: 80 CARS REQUIRED SEPARATION OF OCCUPANCIES IBC 508 OCCUPANCY B 100 FT IBC 1014.3 NO SEPARATION REQUIREMENT BETWEEN B, F-1, S-2 . OCCUPANCY F-1 100 FT IBC 1014.3 APPLICABLE CODES AND CRITERIA: F-1 SEPARATION FROM S-1 IFC - CHAP 26 OCCUPANCY S-2 100 FT IBC 1014.3 3 HOUR EXISTING FIRE BARRIER SEPARATION MAINTAINED 2012 INTERNATIONAL BUILDING CODE (IBC) EXIT AISLES 3 FT (MIN) IBC 1017.2 2012 INTERNATIONAL FIRE CODE (IFC) 2012 INTERNATIONAL PLUMBING CODE (IPC) DESIGN OCCUPANT LOAD: IBC TABLE 1004.1.1 CORRIDOR WIDTH 3'-8" (MIN) IBC 1018.2 2012 INTERNATIONAL MECHANICAL CODE (IMC) 2012 INTERNATIONAL FIRE CODE (IFC) B BUSINESS 100 SF/OCCUPANT 100 2012 NFPA 101, LIFE SAFETY CODE F-1 MANUFACTURING USE: 100 SF/OCCUPANT 311 EXITS FOR OCCUPANT LOAD 8 (2 MIN) IBC 1021.1 S-1 WAREHOUSE500 SF/OCCUP 39 2009 ANSI accessible codes. BUILDING AREA: 60,785 SF PLUMBING FIXTURES: IBC TABLE 2902.1 (2) .2012 Washington State Amendments and City of Tukwila municipal codes MAX. OCCUPANTS: 450 OCCUPANTS NO CHANGES TO EXISTING WSEC (Washington State Energy Code) 901 UG �J REVISIONS No changes shall be made to the scope of work Without prior approval of Tukwila Building Division. P4O ,E: Fs�rl� ons e^III <quiro �(i n ,., rl,:n c-Isbmitto Gild M3�� I �`+;� ��.' 'on .I P,_nri r f FILE COPY Pe O. it 1b-- C�b� Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize he violation of any pted co or ordinance. Receipt f approved Field and ndI ions is acknowledged: By: Date: City of Tukwila BUILDING DIVISION ---- 3-HOUR RATED BARRIER AS REQUIRED BY NFPA 101. — — — EGRESS PATH EXIT EXIT SIGN - NEW E EXIT SIGN - EXISTING EXIT F NEW FIRE EXTINGUISHER 5 ~ ►'",';';' pit_. ^'�'r..IT 4 , D F Lyra. KMcchanical g C'uctrical Plumbing I C s Piping ® BURNS IN&MISDONNELL A B 0 E F G 11 J K L 11111111V111111111 02/14/2015 C. KRAUSE designed checked C. KRAUSE D. GI4L 0 iJ#LDING DIV S jAREA OF NEW WORK s n C n E x x �, k• �SAHAIE SNACKS' P (RECEIVED .. SAHALE SNACKS CITY OF TUKVVII iooe� NEW LINE 1 / WASHROOM / NITROGEN UPGRADES : '.:REGISTERED HITS � EGRESS AND GENERAL ARRANGEMENT MAR 19 2015 PLAN I project contract c edwar3,P eC:fer 81727 I PERMIT CENTER _a o: zxzfc�ort drawing _ 81727-LS001 rev. A REVIEWED FOR CODE COMPLIANCE APPROVED jj-MBAR 3 12015 TU U4" City of Tukwila F3 I ION file 81727-LS001.DWG 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 16 it 1ti E2 E E li POLYURETHANE FLOOR COATING SYSTEM TO TOP OF CURB SS TRANSITION STRIP 411 EMBEDED IN SEALANT TYP SLOPE TOP 45° #4 CONTINUOUS CONTINUOUS SEALANT FULL PERIMETER OF 4" INSULATED METAL WALL < • FRAME, EACH SIDE OF FRAME PANEL SYSTEM d o ' a. #3 @ 16" O.C. . SLIP SHEET d _ 44., q.: a d . ' A' RUB FINISH c q a a EPDXY GROUT COVE SEALANT AT ONE-SIDED e" MAINTAIN HEIGHT OF SLOPED CONDITION n n an GROUT AROUND ENTIRE ROUT OUT INSULATION AND PERIMETER OF ROOM INSTALL 2X PLASTIC BLOCKIN `. q RIVOT PANEL SKINS TO PLASTIC BLOCKING AT 12" O.0 OCCURS AT JAMB AND HEAD t DRILL AND EPDXY W/ 3" MIN. OF DOOR ' EMBED IMP SS CHANNEL FRAME WITH SEALANT CONCRETE CURB DETAIL 1 0 3" 6" 9„ SCALE IN INCHES SEALANT AT ONE-SIDED CONDITION 4" INSULATED METAL WALL PANELSYSTEM SS TRANSITION STRIP EMBEDDED IN SEALANT POLYURETHANE FLOOR COATING SYSTEM TO TOP OF CURB SLOPE TOP 45° SLIP SHEET #4 CONTINUOUS d.. . V' a RUB FINISH ` EPDXY GROUT v COVE DRILL AND EPDXY W/ 3" MIN. EMBED IMP SS CHANNEL FRAME WITH SEALANT CONCRETE CURB DETAIL 2 0 3" 6" 9" SCALE IN INCHES EXISTING 3HR RATED WALL. MAINTAIN RATING AT ALL OPENINGS AS REQUIRED. UL U435 2x8 FIRE TREATED BLOCKING. EXTEND 12'-0" AFF. 3 LAYERS TYPE X GYPSUM BOARD TO cn o MATCH EXISTING. PAINT TO MATCH D ADJACENT SURFACES w SEALANT, BOTH SIDES z (0 - �4_ z 3HR COILING DOOR EDGE GUIDE Uj IL 0 1'-0" 16 ga GALVANIZED BENT Of PLATE AROUND ENTIRE o OPENING. 00 FIRE RATED DOORJAMB DETAIL 3 0 1/2' 1' 11/2' SCALE IN FEET 16 GA JAMB AND HEAD TRIM TO MATCH PANEL FINISH TYPICAL DOOR JAMB DETAIL 4 0 3" 6" 9" SCALE IN INCHES FABRIC DOOR JAMB DETAIL 5 0 3" 6" 9" SCALE IN INCHES FABRIC DOOR HEAD DETAIL 6 0 3" 6" 9„ SCALE IN INCHES 4" INSULATED METAL PANEL WALL SYSTEM 16 GA TRIM TO MATCH METAL PANEL DOOR AND FRAME PER SCHEDULE 4" INSULATED METAL PANEL WALL SYSTEM CONTINUOUS SEALANT HIGH SPEED FABRIC DOOR kTED METAL ALL SYSTEM OUS SEALANT JND :ED FABRIC DOOR COLD RIVET INTO INSULATED JACKET DOUBLE SIDED BUTYL TAPE TO BE APPLIED BETWEEN STAINLESS FLASHING STAINLESS 14 X 1 1/4" TYPE 17 POINT - HWH W/ STAINLESS / NEOPRENE WASHER @ 12" O.C. TYP. — ROOF MEMBRANE TO BE APPLIED ABOVE FLASHING FASTENER — 2 1/2" X 1/4" STAINLESS TAPCON FASTENER —� L3 X 3 X 3/16" —� EXISTING ROOF - SEALANT J O NEW EQUIPMENT EXHAUST DUCT (14" 0 SHOWN) FLOOR COATING EDGE DETAIL 7 0 3" 6" 9" SCALE IN INCHES -0 0 POLYURETHANE FLOOR COATING SYSTEM, SANITILE 933 RT BY CARBOLINE. SLOPE -17FT MIN SAWCUT EXISTING SLAB AT EDGE OF SLOPED SURFACE. REMOVE SLAB AS REQUIRED. EXISTING SLAB SEALANT U DRAW BAND UMBRELLA FLASHING STAINLESS FUNNEL FLASHING W/ ROOF CURB TERMINATION. 26 GA. STAINLESS 2 1/2" X 1/4" STAINLESS TAPCON FASTENER TREATED 2 X 12 CURB 26 GA. STAINLESS FLASHING TREATED WOOD CANT 2 1/2" X 1/4" STAINLESS TAPCON FASTENER / DETAIL 8 KEYED NOTES: NEW ROOF PENETRATION W/ CURB O SUBCONTRACTOR IS RESPONSIBLE FOR 0 1/2' 1' 11/2' 1 SUPPLYING SEALANT THAT IS COMPLIANT WITH THE ROOF WARRANTY. SCALE IN FEET STEEL HVAC SUPPORT MASTIC STAINLESS STEEL CLAMPING RING PREFABRICATED TUBE FLASHING SPLICING SEALANT no.I date I by I ckd I description L03/03/15 CAK MAB ISSUED FOR ADDENDUM #1 3/17/15 CAK DWG ISSUED FOR PERMIT A B lei 17 E F G H J K L LAP SEALANT ® BURNS M �VMCWONNELL EXISTING ROOFING date detailed 02/11/2015 C. KRAUSE designed checked =D NOTES: C. KRAUSE D. GILL O SUBCONTRACTOR IS RESPONSIBLE FOR SUPPLYING SEALANT THAT IS COMPLIANT WITH THE ROOF WARRANTY. s n c x s t T r. SAHAIE City of Tukwila S N A C K S" BUILDING DIVISION ....... _.._.. ...._.._. RECEIVED P (CITY OF TUKWILA SAHALE SNACKS NEW LINE 1 / WASHROOM / NITROGEN UPGRADES MAR 19 2015 xcxzxcr_ ARCHITECTURAL ROOF DETAILS project I contract PEIRMIT CENTER . is tt dwaxd,Pfeffei . 81727 sAr1 ostlzxc ox drawing rev. 81727-A001 B sheet 1 of 1 sheets file 81727-A001.DWG A B :of. i E F C W J L REVIEVED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila 13UILDING DIVISION RECEIVED CI'tV OF TUKWILA P MAR 19 2015 PEI [v1!T CENTER N LN U C U Z KEYED NOTES: aIMP ROOM TO BE 14'-0" TALL. FLOOR PLAN LOWER LEVEL NORTH SCALE IN FEET q no.I date I by I ckd I description /L 2/17/15 CAK MAB ISSUED FORBID /� 3/03/15 CAK DWG ISSUED FOR ADDENDUM #1 3/17/15 CAK MAB ISSUED FOR PERMIT A KEYPLAN I � 0 E I I IL REVIEWED FOR WDE COMPLIANCE APPROVED MAR 3 1 2015 .City of Tukwila BUILDING DIVISION RECEIVED (1"1"Y OF T11KWIL"A, MAID 19 2015 PP+9R/1T CENTER A B C �7 E F G J K L M REVIEWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila LtUILDING DIVISION RECEIVED r"'Try OF T1.1KWILA P MAR 19 2015 PI R110:T Ct:l\lTEn- IV IV d Z KEYED NOTES: < 01 > IMP ROOM TO BE 20-0" TALL. 02 1OX10 RESEALABLE DOOR IN CONTRUCTION BARRIER. no.I date I by I ckd I description 0 2/17/15 CAK MAB ISSUED FOR BID Q 3/03/15 CAK DWG ISSUED FOR ADDENDUM #1 0 3/17/15 CAK MAB ISSUED FOR PERMIT A B m 0 E F C J AoI�A nn KEYPLAN I t_ BURNS M c ® M_DONNELL date detailed 02/11/2015 C. KRAUSE designed checked C. KRAUSE D. GILL O ,.LACK iIC.)13vTTu 4 9 1� 1i MI i .11 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila 1!BUILDING DIVISION RECEIVED p CITY OF TUKWILA MAR 19 2015 PEtFUCT CENTER A B C 17 F5 F lc3 J K L M 0 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 3 12015 City of Tukwila BUILDING DIVISION REUEIVED e;'ITY OF TUKWILA MAR 19 2015 P PEW01T CENTER A B C !l E F G H J I:1 L Iu� REVIEWIED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 C' f o Ity o Tukwila BUILDING DIVISION CITY OF TUrtilJ4 IUA, MAR 19 2015 P K-711 ° .'T CENTER A B E F ff.Wm i 9M m REVIIEME-1) FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION CITY OF TUMIL-R MAR 19 2015 PZEMCAIT CENTER A B C U E F G H J K L M 0 REViE1ArcD FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION F�����I�rl•:L? I T Y CIF `AUK" WIL MAR 19 2015 ►Pc:n 't4; n CENTEP P A B C L= F G II J 2 L _-REVIEWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION CITY TUKWILI-1.1 MAR 19 2015 PEIFF I U 1'4T C E N T E B A B C E F G H J K L ail RE EWE. D FOR CODE COMPLIANCE APPROVED ° MAR 31 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF "I"UMIL MAR 19 2015 3 E F G H J K L M ___ REVIEWED FOR CODE COMPLIANCE APPROVED 0 MAR 31 2015 City of Tukwila BUILDING DIVISION P RECEIVED CTTY OF Tl.)K!l ILA MAR 19 2015 1 B C Lk F H J I:1 L M 0 P REVIE-WED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 19 2015 PCnCLR- s i ENTE6=1 1 2 3 GENERAL NOTES 1. ALL DETAILS AND NOTES ON THIS DRAWING ARE BURNS & McDONNELL STANDARDS, WITHOUT RESPECT TO CONTRACT. USE ONLY THOSE TYPES CALLED FOR ON PLANS, OR AS REQUIRED TO ACCOMPLISH THE WORK. 2. ITEMS WHICH ARE TO BE FURNISHED AND INSTALLED BY SEPARATE CONTRACTS ARE IDENTIFIED AND LABELED FOR EACH CONTRACT. 3. COORDINATE ALL STRUCTURAL WORK WITH WORK SHOWN ON ALL OTHER DRAWINGS. 4. VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION AND REPORT ANY DISCREPANCIES FROM THE CONTRACT DRAWINGS TO THE ENGINEER OF RECORD PRIOR TO COMMENCING WITH STRUCTURAL DRAWINGS IS PRIIDIMENSIONS FROM THE 5. CONTRACT UB CONTRACTOR SHALL BE RESPONSIBLEIFOR ALL MEANSRE. AND METHODS OF CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, SHORING AND TEMPORARY BRACING. SUB -CONTRACTOR SHALL UNDERTAKE ALL NECESSARY MEASURES TO ENSURE SAFETY OF ALL PERSONS AND STRUCTURES AT THE SITE AND ADJACENT TO THE WORKING AREA. VISITS TO THE SITE AND RELIIEVE THE AREA CONTRACTOR OF SUCH RESPONSIBILITNOT 6. MANUFACTURESHALL S WRITTEN INSTRUCTIO NS AND ANCE WITH THE RECOMMENDATION, UNLESS NOTED OTHERWISE. 7. PROVIDE SAFE PASSAGE OF PERSONS AROUND AND UNDER THE AREA OF CONSTRUCTION. CONDUCT OPERATIONS TO PREVENT MACHINERADJACENT THAT IS TO REMAIN INSPLACELANDSd�ER PERSONS. 8. OBTAIN HOT WORK PERMIT. ALSO SHALL PROVIDE FIRE BLANKETS AND OTHER ECESSARY FIRE PROTECTION FOR AFFECTED,BY WELDING AND CONSTRUCTION COULD BE STRUCTURAL DESIGN STANDARDS 1. ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STUCTURES, 2010. 2. AISC MANUAL OF STEEL CONSTRUCITON, 13TH EDITION, 2005. 3. CONCRE BUILDING CODE REQUIREMENTS FOR STRUCTURAL STRUCTURAL STEEL NOTES: 1. STRUCTURAL STEEL SHALL BE FABRICATED IN ACCORDANCE OTHERWISE ON TIE DRAWINGS 3GSS05120 UNLESS NOTED 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS UNLESS NOTED OTHERWISE. II. CHANNSHAPES LS & ANGLES ANSI 304 STAINLESS STEEL III. BARS & PLATES ANSI 304 STAINLESS STEEL IV. PIPE ANSI 304 STAINLESS STEEL V. HSS SHAPES ANSI 304 STAINLESS STEEL VI. RODS ANSI 304 STAINLESS STEEL 3. BOLTED STRUCTURAL CONNECTIONS SHALL BE MADE WITH 3/4" DIAMETER NLESS NOTEDM A325 YPE.1, HEAVY -HEX STRUCTURAL BOLTS 4. GRIND ALL BURRS AND SHARP EDGES AND BEVEL SHARP CORNERS 5. BURNED HOLES ARE PROHIBITED. ALL HOLES CUT IN STRUCTURAL STEEL SHALL BE DRILLED OR PUNCHED. 6. CLOSE ALL OPEN ENDED HSS WITH 1/4" PLATE FOR BEAMS AND UNLESS NOTED OTHERWISALL NEW HSS LONG SIDE VERTICAL REINFORCING DEVELOPMENT AND SPLICES Pc=4000ps1 BAR SIZE DEVELOPMENT LENGTH SPLICE LENGTH OTHER TOP OTHER TOP #3 V-3" V-7" 1'-7" 2'-0" #4 V-7" 2'-1" 2'-1" 2'-8' #5 2'-0" 2'-7" 2'-7" 3'-4" #8 2'-5" T-1" 3'-1" 4'-0" #7 T-6" 4'-6" 4'-6" 5'-10" #6 4'-0" 5'-2" 5'-2" 6'-8" #9 4'-6" 5'-10" 5'-10" 7-7" #10 514" 6'-7" 6'-7" 8'-6" #11 5' 7" 7' 3" 7' 3" 9' 5" 4 5 6 GUARDRAIL: 1. 1-1/2-INCH NOMINAL (1.9-INCH OUTSIDE DIAMETER) STAINLESS STEEL PIPE 2. POST SPACING SHALL NOT EXCEED 6 FEET FROM CENTER TO CENTER. 3. FORM AND WELD ALL HANDRAIL. GRIND ALL WELDS SMOOTH WELDS REQU� REQUIRED FOR SURFACETHE PIPE, INCLUDING FIELD 4. CAREFULLY FORM ALL HANDRAIL WHERE CHANGE OF DIRECTION OR ELEVATION OCCURS. 5. INSTALL ALL RAILS AND POSTS PLUMB, LEVEL, STAIGHT, AND TRUE IN ALIGNMENT. 6. NCHEIVERTICALCLEAR YAND HORIZONTALLY. BY AT LEAST 3 7. FURNISH AND INSTALL PLATES, BOLTS AND ADDITIONAL ITEMS AS INDICATED OR REQUIRED FOR FAStENING TO SUPPORTING MEMBERS. 8. FOR GUARDRAIL DETAIL REFERENCE EXISTING GUARDRAIL. 9. PROVIDE 4" TOE PLATE TO GUARDRAIL. 1. ALL WELDS BETWEN STAINLESS STEEL MEMBERS SHALL BE DONE IN ACCORDANCE WITH THE LATEST AWS D1.6 STRUCTURAL WELDING CODE AS MODIFIED BY AISC SPECHICATIONS..SELECT STAINLESS STEEL ELECTRODE TO MAT2. ALL WELDS SHALL BE ALL AROUND FILLET OR FLARE BEVEL WELDS WITH THE MINIMUM SIZE EQUAL TO THE WIDTH OF THE CONNECTING MEMBER THICKNESS UNLESS OTHERWISE NOTED. SIDES. SHOP FLANGE TFULL FLANGE WELDS SHALL BE BUTT BOTH WELDS. 3. ALL WELDS TO BE CLEAN AND FREE FROM SCALE AND SPLATTER. 4. ALL WELDERS MUST BE CERTIFIED IN THE STATE OF WASHINGTON. CONCRETE NOTES: 1 CONCRETE 000 PSI. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 2. CONCRETE CONSTRUCTION SHALL CONFORM TO APPLICABLE CODES AND STANDARDS OF THE AMERICAN CONCRETE INSTITUTE (ACI) INCLUDING ACI 304 AND 318. 3. EXISTTNG STRUCTURES I PROVIDEVSHEETING OR SHORING WHERE NECESSARY. 4. ALL EXPOSED CORNERS SHALL HAVE 3/4 INCH CHAMFER UNLESS NOTED OTHERWISE. 5. CONCRETE COVER FOR REINFORCING (UNLESS NOTED OTHERWISE): CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH = 3" EXPOSED TO EARTH OR WEATHER #6 THRU #18 BARS = 2" NOT EXPOSED TOSEARTH OR WENATSMALLER =1 1/2" #8 AND LARGER BARS =1 1/2" #6 AND #7 BARS = 1" #5 AND SMALLER BARS = 3/4" 6. MINIMUM CLEAR SPACING BETWEEN PARALLEL BARS IN A LAYER INCLUDING SPLICE BARS SHALL NOT BE LESS THAN: FOR COLUMNS AND PEDESTALS: THE DIAMETER OF THE BAR TIMES 1.5 1.33 TIMES THE AGGREGATE SIZE FOR ALL OTHER BARS THE DIAMETER OF THE BAR 1.33 TIMES THE AGGREGATE SIZE DEVELOPMENT LENGTHS HOOKED BARS (Pc = 4000ps1) BAR SIZE LENGTH OR MIN EMBEDMENT #3 7" #4 10" #5 1'-0" #6 V-3" #7 #8 #9 1'-10" #10 2'-0" #11 2'-3" Z CRITICAL LL TYPICAL REINFORCING NOTES: SECTION N 1. REINFORCING BAR DEVELOPMENT AND LAP SPLICE LENGTHS SHALL 0 BE AS SHOWN IN THESE TABLES UNLESS NOTED OTHERWISE ON THE DRAWINGS. w J 2. THE LENGTHS SHOWN IN THE TABLES ARE BASED ON THE 12xDIA I RADIUS OF HOOK: FOLLOWING CONCRETE COVERAGE AND REINFORCING C-C SPACING: OF BAR 4xDIA OF BAR - #3 TO #8 BARS BEAMS OR COLUMNS: COVER = 1.0bd (BAR DIAMETER) 5xDIA OF BAR - #9 TO #11 BARS CENTER TO CENTER (C-C) SPACING = 2.Obd. 6xD1A OF BAR - #14 & #18 BARS ALL OTHERS: COVER =1.0bd CENTER TO CENTER SPACING> 3.Obd. 3. TOP BARS ARE DEFINED AS HORIZONTAL REINFORCEMENT BOOKED PLACED SUCH THAT MORE THAN 12" OF FRESH CONCRETE IS Z CAST IN THE MEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE. OOKED BAR 4. THE DEVELOPMENT AND SPLICE LENGTHS SHOWN SHALL NOT APPLY IF ANY OF THE FOLLOWING CONDITIONS OCCUR: w A) Pc < 4000 psi LU e) fy > 60,000 psi C) THE COVER OR C-C BAR SPACING IS NOT AS LISTED ABOVE. ' ' ' ' +• D) THE REINFORCING STEEL IS EPDXY COATED. E) LIGHTWEIGHT CONCRETE IS USED. DETAIL 1 DETAIL 2 5. WHERE BAR SPLICES ARE STAGGERED SUCH THAT ONE-HALF OR LESS DEVELOPMENT LENGTH NOTES: OF TOTAL REINFORCEMENT IS SPLICED WITHIN REQUIRED LAP LENGTH, SPLICE LENGTH MAY EQUAL DEVELOPMENT LENGTH. 1. WHERE DWGS ARE DETAILED SIMILAR TO DETAIL 2, EXTEND THE EMBEDMENT 6. CENTER TO CENTER SPACING (S) IS DEFINED AS BELOW LENGTH SUCH THAT THE HOOKED BAR CONTACTS THE LAYER OF MAIN REINFORCING SHOWN. 4 10"S" 41 O MAIN REINF 2. EMBEDMENT LENGTHS IN CHART ARE TYPICAL EXCEPT AS NOTED IN DETAIL 2, OR AS INDICATED ON DRAWINGS. 040 00 O LAPPED REINF 00 00 TYPICAL REINFORCING DEVELOPMENT AND SPLICES 7 8 9 10 SPECIAL INSPECTIONS: IN ADDITION TO REQUIRED INSPECTIONS BY THE BUILDING OFFICIAL (2010 CBC SEC 108), THE FOLLOWING SPECIAL INSPECTIONS SHALL BE PERFORMED DUTIES AND RESPONSIBILITIES: SPECIAL INSPECTOR SHALL OBSERVE THE WORK OUTLINED BELOW FOR CONFORMANCE WITH THE APPROVED DRAWINGS & SPECS, AND FURNISH REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER OF RECORD, AND THE GENERAL BUILDING CONTRACTOR. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION, AND IF UNCORRECTED, TO THE ENGINEER OF RECORD & BUILDING OFFICIAL. SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE CONTRACT DOCUMENTS AND WORKMANSHIP PROVISIONS OF THE CBC. A. CONCRETE: DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL REINFORCED CONCRETE AND PNEUMATICALLY PLACED CONCRETE. EXCLUDING CONCRETE ENCASING UTILITIES BELOW FOUNDATIONS. B. WELDING: DURING ALL STRUCTURAL WELDING, INCLUDING WELDING OF REINFORCING STEEL AND SHOP WELDING. VERIFY WELD FILLER MATERIAL IDENTIFICATION MARKING AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE. SPECIAL INSPECTIONS ARE NOT REQUIRED WHERE THE WORK IS BEING PERFORMED ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. C. EPDXY GROUTING: THE SPECIAL INSPECTOR MUST RECORD PRODUCT DESCRIPTION (INCLUDING PRODUCT NAME), ADHESIVE EXPIRATION DATE, CONCRETE TYPE AND STRENGTH, ANCHOR DIAMETER AND STEEL GRADE, COMPLIANCE OF DRILL BIT WITH THIS REPORT, HOLE DIAMETER AND LOCATION, CLEANLINESS OF HOLE AND ANCHOR, ADHESIVE APPLICATION, AND ANCHOR EMBEDMENT. ADDITIONALLY, THE SPECIAL INSPECTOR MUST STATE IN THE REPORT SUPPLIED TO THE BUILDING DEPARTMENT WHETHER THE ANCHOR INSTALLATION IS IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTRUCTIONS AND THE ICBO EVALUATION REPORT. T/3 WATERSTOP a 9. N 1 SLAB CJ-1 WITH WATERSTOP CJ-2 WITHOUT WATERSTOP T< 30" TYPICAL HSS TO HSS CONNECTION 0 1/2' 1' 1 1/2' SCALE IN FEET TYPICAL 6" HSS TO 8" HSS CONNECTION 0 1/2' 1' 11/2' SCALE IN FEET 1/2° 4 1/2" 4 1/2" 1 1/2" HSS 8" HSS - HSS COLUMN PER PLAN 3/4" PL 11 ABBREVIATIONS: AB - ACI - AGGR - AISIR - AL - ANSI - APPROX - ARCH - ASTM - AWS - BC - BM G BOT - BRG - BRKT - CAP - CF - CIR R - Ci LJ - CO - CONC - CONT - COLTR CORN - COORD - CSRI - CTR - DBL - DIAG - DIA - DIMDK - DL - DWL - DWG - EA - EFF - EL - ELEC - ELEV - EMBED - (4) 7/8" 0 HOLES FOR 1/2" DIA SS HAS RODS. DRILL AND EPDXY INTO EXISTING SLAB W/ HILTI HY-200 SECTION C ADHESIVE (MIN EMBED 2 3/4") 0 3" 6" 9" 5232 SCALE IN INCHES S233 12 13 11V - IIP - iT H - V 'G tIZ - t G - L 'L :H - Z - 14 DETAIL 1 0 3" 6' 9" $232 SCALE IN INCHES DING :H AL 15 OFF OPPG OSHA PED - PEN - PERP - PLNT - PREFAB PVC - R - RADRD - REF - REVQF - RM - SEHED SECT - SIM - SLV - SID SS - STD STLLI- STIR - STRL - SW UC - SYMM - TEMP - THRUTHD - TOC - TOS - T&B - TRD - TYP - VAR - VERT W/ - WP V WF - Wn _ , 16 17 r 18 DETAIL 2 0 3' 6' 9" S233 SCALE IN INCHES no. date I by I ckd I description L/02/17/15 CAK BNM ISSUED FOR BID AB\ 3/17/1 TAC BNM ISSUED FOR PERMIT ® BURNS `MSDONNELL 02/16/15 C. KRAUSE designed checked C. KRAUSE D. GILL SNACK �BBTI•$R. SAHAI,E SNACKS® SAHALE SNACKS NEW LINE 1 / WASHROOM / NITROGEN UPGRADES GENERAL NOTES AND DETAILS 0 - project contract 81727 I 46232 q/ GIs �v� drawing rev. 81727-S001 B SIONAI..� sheet 1 of 1 sheets file 81727-SO01 A B C l] C� F G J L T RBVItWED FOR O CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION P RECEIVED CITY OF TUKVJI �A MAR 19 2015 PE t" CEN, ER ... ,"• e."", ,nvr�n, e.9nT n"n\nTnl ,n,e., •rn-i CnnA 111A- n/ nn4C A.An DL/ TnARIG i I_1 B C 17 E F G I J K 7 M 0 E IE-WED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION P RE E'IL7ED C,ITY OF TUKWI?.. , MAR 19 2015 F'-` iR rv? T CEN`'Ef3 A A C F G J K L m 501 P { REVIIEWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION CITY OF TUKWII:i' MAR 19 2015 P .► i,p,, CEN T ECi A 0 E 1y C J K L REV!EV1rED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION P RECEIVED CITY OF-ip-UKWII.A MAR 19 2015 PE13h,lip s CENTER A B C L91 E F L I J 2 L M P REV41EWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION CITY OF TUKWILA MAR 19 2015 PERUET CENTER A B C FE L� F 59 fl J K L M REVIEWED FOR o CODE COMPLIANCE APPROVED MAR 3 12015 City of Tukwila DUILDING DIVISION P RECEIVED CITY OF TU WILA MAR 19 2015 PE MITI CENTER LO 0 rn LL mm Lm 4') FOR COOE COMP4.1ANCE APPRONFO MAR 3 1 2015 City of Tukwlla !EKING DIVISION v.. ITY CIF T U KW I MAR 19 2015 PEMMT CENTE n- A B C 0 E F G H J L M 0 FF IEWED FOR COMPLIANCE PROVED MAR 3 12015 City of Tukwila BUILDING DIVISION P erry CF -rur,. llfLA MAID 19 2015 PEn[VI1i' CENTER E2 E m El F 1 2 3 4 5 6 7 u HVAC CONTROL DIAGRAM SYMBOLS HVAC LEGEND M a ELECTRIC ACTUATOR DDC MOTOR CONTROL DAMPER, MOTOR OPERATED 3-WAY CONTROL VALVE �,. 0 STARTER OR CONTACTOR PARALLEL ,.- BLADE MANUAL BALANCE DAMPER 2-WAY CONTROL VALVE HOA HAND -OFF -AUTOMATIC SWITCH DAMPER BDD ' BACKDRAFT DAMPER O SPACE THERMOSTAT EPO 1 EMERGENCY POWER OFF OPPOSED �. BLADE RDA FS FLOW SWITCH DAMPER MANUAL DAMPER WITH A REMOTE DAMPER ACTUATOR SP STATIC PRESSURE SENSOR LL LOW LEVEL C COOLING COIL HL HIGH LEVEL C ADO ACCESS DOOR (AD), ACCESS PANEL (AP) OH HUMIDISTAT D VFD VARIABLE FREQUENCY DRIVE H HEATING COIL 41 FIRE DAMPER: CARBON DIOXIDE MONITOR FNSS NIGHT SETBACK SENSOR 1113 SHOW -4 VERTICAL (WALL) 0 AD SHOW HORIZ. (FLOOR) PB PUSHBUTTON DUCT STATIC FILTER SMOKE DAMPERS: Sp PRESSURE SENSOR SW SUMMERIWINTER SWITCH AD SMOKE-® TEMPERATURE ® DIFFERENTIAL PRESSURE FAN 4 FIRE/SMOKE DAMPERS (F/SD): T SENSOR/TRANSMITTER AD VERTICAL (WALL) Fp-s-q PHOTOELECTRIC SMOKE HORIZ. (FLOOR) DETECTOR EA EXHAUST AIR THERMOMETER FLEXIBLE DUCT CONNECTION FM FLOW METER O®F AIRFLOW STATION PM SASUPPLY AIR POWER METER u RECTANGULAR ELBOW W/TURNING VANES RETURN AIR TEE W/TURNING VANES OA OUTSIDE AIR R RISE IN RESPECT TO AIR -FLOW CONSTRUCTION INTERFACE t DROP IN RESPECT TO AIR -FLOW CONNECT NEW LIMIT OF CONSTRUCTION DEMOLITION SQUARE OR RECTANGULAR TO TO EXISTING DISCONNECT POINT DE= ROUND TRANSITION NEW I® EXIST DEMO'1-EXIST ® ROUND FLEXIBLE DUCT (5'-0" MAX LENGTH) EXISTING TO REMAIN. SQUARE OR RECT. DIFFUSER EXISTING TO REMOVED OR NEW. THERMOSTAT AIR DISTRIBUTION DEVICE IDENTIFICATION OH HUMIDISTAT NUMBER OF DEVICES CFM DP-XXX DIFFERENTIAL PRESSURE SENSOR NECK SIZE - INCHES (ROUND OR RECT.) (NN = NO NECK) ® LOUVERS AND SCREEN (2) 50-8x4 SA-B r{-I UNIT HEATER, HORIZONTAL SPEC..TYPE APPLICATION X X POINT OF CHANGE IN DUCT CONSTRUCTION. X = IN. W.G. PIPE LINE DESIGNATIONS PRESSURE CLASS. "XN" INDICATES NEGATIVE PRESSURE. ?" CHWS CHILLED WATER SUPPLY ?" HHWS HEATING HOT WATER SUPPLY ?" CHWR CHILLED WATER RETURN ?" HHWR HEATING HOT WATER RETURN ® SUPPLY AIR GRILLE/ DIFFUSER ?"CD CONDENSATE DRAIN ?" IRS REFRIGERANT SUCTION ?" NG NATURAL GAS ?" RL REFRIGERANT LIQUID RETURN AIR GRILLE/ DIFFUSER ® EXHAUST AIR GRILLE/ DIFFUSER FILTER BOX WITH BIRD SCREEN AND SHUT-OFF DAMPER INTERTLOCKED WITH FAN. DAMPER ACTUATOR SHALL BE BELIMO OR ENGINEER APPROVED EQUAL /M IMMI V CA0.10 IAI1 CTQ 11A11 N/% INLINE FAN DETAIL NOT TO SCALE a lu rI GENERAL NOTES: PIPING SPECIFICATIONS: 1. - LEGEND IS GENERAL IN NATURE AND MAY INDICATE 10. CONTRACT DRAWINGS REPRESENT THE FINISHED 1. COLD WATER, HOT WATER. NITROGEN, AND COMPRESSED AIR PIPING SHALL BE TYPE M MORE INFORMATION THAN IS APPLICABLE TO PROJECT. PROCESS. CONTRACTOR SHALL BE RESPONSIBLE FOR COPPER PIPING WITH WROUGHT COPPER FITTINGS, 95 / 5 SOLDERED JOINTS AND LEAD SEE PLANS FOR SPECIFIC SYMBOLS AND ALL MEANS AND METHODS OF CONSTRUCTION FREE SOLDER. AT MECHANICAL SUBCONTRACTORS OPTION, PRESS-FIT.JOINTS RATED FOR ABBREVIATIONS. INCLUDING, BUT NOT LIMITED TO SHORING AND SYSTEM PRESSURE MAY BE USED. TEMPORARY BRACING. 2. PROVIDE ALL MATERIALS, VALVES, HANGERS, ETC. AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO 11. SUBCONTRACTOR SHALL UNDERTAKE ALL NECESSARY 2. WASTE AND VENT PIPING SHALL BE ASTM F891-10 RMP1 CELLULAR CORE PVC SCHEDULE 40 INSTALL COMPLETE AND OPERABLE MECHANICAL MEASURES TO ENSURE SAFETY OF ALL PERSONS AND DWV PIPING WITH GLUED JOINTS AND DWV FITTINGS. SYSTEMS AS INDICATED ON THE DRAWINGS, AS STRUCTURES AT THE SITE AND ADJACENT TO THE SPECIFIED AND AS REQUIRED BY CODE. WORKING AREA. VISITS TO THE SITE AND WORKING 3. HOT WATER PIPING SHALL BE INSULATED WITH Z" SECTIONAL FIBERGLASS PIPE COVERING, AREA BY THE OWNER OR THE ENGINEER SHALL NOT OWENS CORNING OR ENGINEER APPROVED EUAL. AT MECHANICAL SUBCONTRACTOR'S 3. INSTALL ALL MECHANICAL EQUIPMENT AND RELIEVE THE CONTRACTOR OF SUCH RESPONSIBILITIES. OPTION, 1" ARMSTRONG AP OR ENGINEER APPROVED EQUAL MAY BE USED.. APPURTENANCES IN ACCORDANCE WITH z MANUFACTURER'S RECOMMENDATIONS, CONTRACT 12. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE 4. NEW REDUCED PRESSURE BACKFLOW PREVENTERS EQUIVALENT TO WATTS SERIES 909 DOCUMENTS, AND APPLICABLE CODES AND WITH THE MANUFACTURES' WRITTEN INSTRUCTIONS AND gFP'S SHALL BE INSTALLED ON NEW AND RELOCATED TRIPLE SINKS. REGULATIONS. RECOMMENDATION UNLESS NOTED OTHERWISE. 4. COORDINATE CONSTRUCTION OF ALL MECHANICAL 13. SUBCONTRACTOR TO PROVIDE SAFE PASSAGE OF 5. NEW SINKS SHALL BE STAINLESS STEEL AND NSF CERTIFIED. WORK WITH STRUCTURAL, CIVIL, ELECTRICAL WORK, PERSONS AROUND AND UNDER THE AREA OF ETC., SHOWN ON OTHER CONTRACT DOCUMENT CONSTRUCTION. CONDUCT OPERATIONS TO PREVENT 6. UNISTRUT HANGERS ANCHORED TO WOOD GLU-LAM BEAMS WITH ALL THREAD DROPS AND DRAWINGS. INJURY TO ADJACENT STRUCTURES, FACILITIES, AND CELVIS HANGERS SHALL BE USED TO HANG PIPING SYSTEMS TO MATCH EXISTING MACHINERY THAT IS TO REMAIN IN PLACE AND OTHER INSTALLATION OF SYSTEMS. SECURELY ANCHOR WITH ADEQUATE PROVISIONS FOR 5. LOCATE ALL MECHANICAL EQUIPMENT FOR PERSONS. EXPANSION AND CONTRACTION AND GRADE LINES FREE OF TRAPS. UNOBSTRUCTED ACCESS TO UNIT ACCESS PANELS, CONTROLS, AND VALVING. 14. ALL WELDING SHALL BE PERFORMED BY WELDERS 7. TRIPLE SINKS SHALL BE SUPPLIED WITH SANITE 75 AND NEUTRAL CLEAN LF CHEMICALS CERTIFIED IN THE STAE OF WASHINGTON. FROM EXISTING RELOCATED CHEMICAL TOTES. WASHERS SHALL BE SUPPLIED WITH 6. VERIFY DIMENSIONS AND CONNECTION SIZES WITH FURNISHED EQUIPMENT. 15. ALL WALL PENETRATIONS SHALL BE SEALED WITH DOW LUSTRE NC-25 FROM EXISTING RELOCATED CHEMICAL TOTE. CORNING 795 SEALANT. 7. ALL ELEVATIONS ARE ABOVE FINISHED FLOOR TO BOTTOM OF DUCT, PIPE OR PIPE INSULATION UNLESS DRAIN CALCULATIONS: NOTED OTHERWISE. 1. A TOTAL OF 14 NEW AND 18 EXISTING DRAINAGE FIXTURE UNITS ARE TO BE CONNECTED OR 8. SUBCONTRACTOR SHALL COORDINATE ALL WORK WITH RE -CONNECTED TO THE EXISTING 4" WASTE LINE AS FOLLOWS (HORIZONTAL 4" LINE HAS WORK SHOWN ALL DRAWINGS. CAPACITY FOR 216 DFU'S): 9. SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS OF 2. NEW FIXTURE UNITS - (TOTAL 14 DFU'S) EXISTING CONSTRUCTION AND REPORT ANY A. 2.0 DFU - SINK -A NEW HAND WASH SINK - SINGLE FAUCET DISCREPANCIES FROM THE CONTRACT DRAWINGS TO B. 2.0 DFU - SINK-B NEW HAND WASH SINK - SINGLE FAUCET THE ENGINEER OF RECORD PRIOR TO COMMENCING THE WORK. C. 4.0 DFU - SINK-E NEW TRIPLE SINK - DUAL FAUCET D. 2.0 DFU - SINK-F NEW HAND WASH SINK SINGLE FAUCET E. 4.0 DFU - NEW COP TANK - 2" OUTLET 2. EXISTING FIXTURE UNITS - (TOTAL 18 DFU'S) A. 6.0 DFU - SINK-C RELOCATED HAND WASH SINK -TRIPLE FAUCET B. 4.0 DFU -SINK-D RELCOATED TRIPLE SINK -DUAL FAUCET F. 4.0 DFU - RELOCATED WASHER G. 4.0 DFU - RELOCATED WASHER MECHANICAL ABBREVIATIONS 120 . ROUND DUCT DIMENSION (INCHES) OA OUTSIDE AIR 24xl2 RECTANGULAR DUCT DIMENSION (INCHES) OB OPPOSED BLADE 24x12 OV OVAL DUCT DIMENSION (INCHES) PB PARALLEL BLADE AFF ABOVE FINISHED FLOOR PBE PLAIN BOTH ENDS AFS AIRFLOW STATION PE PLAIN END AHU AIR HANDLING UNIT POE PLAIN ONE END ARV AIR RELEASE VALVE PSIA POUNDS PER SQUARE INCH ABSOLUTE ATD AIR TRANSFER DUCT PSIG POUNDS PER SQUARE INCH GAUGE BE BEVEL END RA RETURN AIR BLE BEVELED LARGE END RDA REMOTE DAMPER ACTUATOR BLVD BEVELED RED REDUCER -REDUCING BOD BOTTOM OF DUCT RF RAISED FACE BOI BOTTOM OF INSALATION RG RETURN AIR GRILLE BW BUTT WELD RH RESTRAINED MECHANICAL JOINT CENT CENTRIFUGAL RJ RING JOINT CONC CONCENTRIC SA SUPPLY AIR CORP ST CORPORTATION STOP SCH SCHEDULE CUH CABINET UNIT HEATER SD SUPPLY DIFFUSER DB DOWNBLAST SO SLIP ON DN DOWN SR SUPPLY REGISTER DW DESSICANT WHEEL SRC SPRING RETURN CLOSED EA EXHAUST AIR SW SOCKET WELD EG EXHAUST GRILLE TA TRANSFER AIR EL ELEVATION TOC TOP OF CONCRETE ELL ELBOW TOD TOP OF DUCT EPO EMERGENCY POWER OFF TOG TOP OF GRATING ER EXHAUST REGISTER TOS TOP OF STEEL EXIST EXISTING UB UPBLAST F FAN UH UNIT HEATER FF FLAT FACED V VENT FM FLOW METER VA REACTIVATION AIR FOB FLAT ON BOTTOM VAV VARIABLE AIR VOLUME FOT FLAT ON TOP VCU VENTILATION CABINET UNIT FW FIELD WELD VFD VARIABLE FREQUENCY DRIVE HL HIGH LIMIT WE WELD END INVT EL INVERT ELEVATION WN WELD NECK L LOUVER XXS DOUBLE EXTRA STRONG LEL LOWER EXPLOSIVE LIMIT LL LOW LIMIT LR LONG RADIUS MA MIXED AIR MJ MECHANICAL JOINT NC NORMALLY CLOSED (FAIL POSITION) NO NORMALLY OPEN (FAIL POSITION) OFFSET WITH MINIMUM :NGTH 2x FAN OUTLET AMETER WITH BIRD SCREEN XHAUST FAN OUTLETS ONLY) EATED 'LEEPER no.I date I by I ckd I description /� 1/23/15 CAK DWG ISSUED FOR REVIEW /� 3/03/1 CAK DWG ISSUED FOR ADDENDUM #1 A103/17/151 CAK DWG ISSUED FOR PERMIT O BURNS `MGDONNELL date detailed 02/06/2015 C. KRAUSE designed checked W. WIRTZ W. WIRTZ A B 14q !3 E 15 G 11 J K L M A REV EWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 S p C K B$ Tr L�. City of Tukwila S A H AI E BUILDING DIVISION SNACKS . PtvEIL;EL3 SAHALE SNACKS xry OF TUK1fVli<_A NEW LINE 1 / WASHROOM / NITROGEN UPGRADES MECHANICAL MAR 19 2015 LEGEND AND DETAILS project I contract 81727 . PEP^il'MT CENTER drawing rev. 81727-M000 C sheet 1 of 1 sheets file 81727-MOOO.DWG L 1 2 3 .4 5 6 7 8 9 I 10 11 1z 1s 14 10 no.I date I by I ckd I description LA 3/03/15 CAK DWG ISSUED FOR ADDENDUM #1 3/17/1 CAK DWG ISSUED FOR PERMIT U Z DEMO (4) BAYS OF RACKING FOR INSTALLATION OF FUSIBLE LINK FIREWALL DOOR NO CONTINUATION DEMOLITION PLAN LOWER LEVEL NORTH 0 .2' 4' 8' SCALE IN FEET EM.,', Ems"I'll, wYf�tM Z IW IU) Z O Q Z to Io ILL taa�„ �*rnmmmpF.7�j0 V d IQ B 0 E G II J K KEYPLAN I L e BURNS &MSDONNELL M ft�� REVIEWED DE COMPLIANCE APPROVED date 01/08/2015 detailed C. KRAUSE designed C. KRAUSE checked D. GILL MAR 3 1 2015 ISUILDING 5 pCK k�J B.fiTTV SA H A IL City of Tukwila DIVISION SNACKS* P CITY OF TDJ,VJI1_.A SAHALE SNACKS NEW LINE 1 / WASHROOM / NITROGEN UPGRADES MAR 19 2015 MECHANICAL DEMOLITION PLAN CENTER project contract 81727 drawing rev. . 81727-M D 111 B sheet 1 of 1 sheets file 81727-MD111.DWG z 3 4 5 6 7 8 9 I 10 11 12 13 14 15 16 17 18 no.I date I by I ckd I description 0 2/17/15 CAK DWG ISSUED FOR BID 0 3/17/15 CAK DWG ISSUED FOR PERMIT GENERAL NOTES: 1. SEE MECHANICAL SCOPE OF WORK FOR DETAILED SUMMARY OF UTILITY PIPING TO BE DEMOLISHED IN EXISTING WASHROOM. 2. REFER TO CSA SCOPE OF WORK FOR SHORING INFORMATION THAT MUST BE COMPLETED BEFORE WALL. DEMOLITION CAN BEGIN. 3. DEMO ALL EXHAUST DUCT WORK IN THE EXISTING WASHROOM 4. SUBCONTRACTOR TO SEAL EXISTING FLOOR DRAINS (3) AND PATCH FLOOR TO CREATE FLAT SURFACE NEW WASHROOM I DEMO PARTITION WALL W/ (2) 6-0 DOUBLE I PERSONNEL DOORS �— DEMO PARTITION WALLS W/ CONCRETE CURB I WASHROOM STAGING AREA TO BE REPURPOSED TO SERVICE NEW LINE 1 PROCESS ROOM I RELOCATE CHEMICAL TOTE STAGING AND I -- DOSING PUMPS TO NEW WASHROOM I�— • FCONTINUATION EE DRAWING 81727-MD DEMOLITION PLAN LOWER LEVEL NORTH 0 2' 4' 8' SCALE IN FEET Iz Iz r-� r 1 1 1 1 1 1 1 I ---------------- I_1 I C FC F G I J K AMA - KEYPLAN I L BURNS N&MSDONNELL m EREFOR FOR IANCE D 15 date 01/08/2015 detailed C. KRAUSE designed C. KRAUSE checked D. GILL ilaSION 5ACICB.fiTT[3R 'SAHALE SNACKS" '. 1 J" .63 'I ' SERARAN s pc %41i AND n_QO AL ! ° z 4 RECEIVED P CITY OF TUKWILA MAR 19 2015 I3U11i� �'��� SAHALE SNACKS NEW LINE 11 WASHROOM / NITROGEN UPGRADES MECHANICAL DEMOLITION PLAN project 81727 I contract drawing rev. 81727-M D211 B sheet 1 of . 1 sheets file 81727-MD211.DWG •• v o a y. I 7u 77 72 13 14 15 16 17 18 no.I date I by I ckd I description DEMOLITION PLAN CEILING LEVEL t 0 2' 4' 8' SCALE IN FEET GENERAL NOTES: 1. SEE MECHANICAL SCOPE OF WORK FOR ADDITIONAL HVAC INFORMATION. /A 2/17/15 CAK I DWG I ISSUED FOR BID /L 3/17/1 d CAK I DWG I ISSUED FOR PERMIT A B C E F G H J K AMrA — KEYPLAN I L `BURNS m MGDONNELL date detailed REVIEWED FOR 02/03/2015 C. KRAUSE CODE COMPLIANCE designed checked APPROVED W. WIRTZ W. WIRTZ MAR 3 1 2015 O SNACK HFr7City of Tukwila S A � A � � BUILDING DIVISION ri ri SNACKSO SAHALE SNACKS _ ?,r f ✓ NEW LINE 1 / WASHROOM / NITROGEN UPGRADES RI::.t EIV EC MECHANICAL CITYOF 'I"UKWILA J { DEMOLITION PLAN project I contract MAR 19 2015 y•„ 81727 SEF drawing rev. PE M�1T AND 81727-M D231 g 1177,1C t T C E N T E P ,7 n�bf APPRI OVAL sheet 1 of 1 sheets r file 81727-MD231.DWG 0 A B C E F G 11 J I:/ L L REVIEWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUu:Wl'.A MAR 19 �n� 1 2 3 4 5 6 7 8 9 10 11 12 13 16 no.I date I by I ckd I description Ur k GENERALARRANGEMENT LOWER LEVEL NORTH 0 2' 4' 8' SCALE IN FEET /� 1/23/15 CAK DWG ISSUED FOR REVIEW /L 2/17/15 CAK DWG ISSUED FORBID 3/17/15 CAK DWG ISSUED FOR PERMIT noon ne /Q B C J K KEYPLAN I L BURNS m `M9DONNELL date detailed 01/08/2015 C. KRAUSE designed checked C. KRAUSE D. GILL 0 P SAHALE SNACKS NEW LINE 1 / WASHROOM / NITROGEN UPGRADES rf ��" MECHANICAL I .''� a; GENERAL ARRANGEMENT project contract 1 = ; ? 81727 drawing rev. 81727-M 111 C ,Jr-pf ` E PERMIT AND h� x sheet 1 of 1 sheets �,�PROWL file 81727-M111.DWG ,; .,,� s 41e ., REVIE` D FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION CITY OF TUKV►llLA MAR 19 2015 PFnF0,'T CENTER m e m E `o LL m 8 N 1 2 3 01 MOBILE EQUIPMENT TO BE PLACED BY OWNER. 4 5 6 7 8 9 I 10 11 12 13 14 15 16 17 18 q no.I date I by I ckd I description LA 1/14/1 CAK DWG ISSUED FOR REVIEW '� 1/26/1 CAK DWG ISSUED FOR REVIEW '� 2/17/1 CAK DWG ISSUED FOR BID /L 3/17/1 CAK DWG ISSUED FOR PERMIT A nnr_n nn KEYPLAN 113 1 � m� IF IG 1.1 7mf ■ IL ® BURNS M `IMSDONNELL date detailed 01/08/2015 C. KRAUSE designed checked C. KRAUSE D. GILL O . SNACK �HETr�� SAHAIE SNACKS" P SAHALE SNACKS NEW LINE 1 / WASHROOM / NITROGEN UPGRADES MECHANICAL GENERALARRANGEMENT project I contract 81727 drawing rev. 81727-M211 D sheet 1 of 1 sheets file 81727-M211.DWG REVIEWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF �U;<,VVI? A MAR 19 2015 PERMIT CENTi E P 1 2 3 4 5 6 7 8 9 I 10 11 12 13 14 15 16 17 18 no,I date I by I ckd I description 0 2/17/15 CAK DWG ISSUED FOR BID 0 3/17/15 CAK DWG ISSUED FOR PERMIT KEYED NOTES: 01 BUCKET ELEVATOR TO BE SUPPORT FROM ROOF. MATCH CONVEYOR SUPPORT SYSTEM ON LINE 2. I EQUIPMENT SUPPORT COLUMNS (QTY. 4) (SEE DRAWING 81727-S221) l I HVAC EQUIPMENT (SEE DRAWING 81727-MH221) I a C] a LOWER LEVEL EQUIPMENT (SEE DRAWING 81727-M211) NO CONTINUATION GENERALARRANGEMENT UPPER LEVEL 0 2- 4- 8- SCALE IN FEET a KEYPLAN IA I � 0 IC � 0 IF IG I 1K IL 0 BURNS nn *R MGDONNELL date detailed 01/08/2015 C. KRAUSE designed checked C. KRAUSE D. GILL 0 5NpGK �13ETrn SAHAI-E SNACKSW '4 SAHALE SNACKS W y 4. b3 4 � f NEW LINE 1 / WASHROOM / NITROGEN UPGRADES MECHANICAL GENERALARRANGEMENT project contract k t 81727 I drawing rev. — yl.,4C� 81727-M221 B ppRO sheet 1 of 1 sheets 1 ^'s,. F file 81727-M221.DWG REVIEWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUr' WILL MAR 19 2015 PPFgIv? NT CEN�c-t'( I_1 B C A E F G H J K L M REV EWED FOR CODE COMPLIANCE o APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION P RECEWED CITY OF TDir; VILA MAR 19 2015 P"-irl,10 T CE; T� =-I-j 1 2 3 5 6 7 S y I 1U 'Io NO CONTINUATION GENERALARRANGEMENT LOWER LEVEL NORTH 0 2' 4' 8' 1 SCALE IN FEET I no.I date I by I ckd I description &A 1/23/1 CAK DWG ISSUED FOR REVIEW /� 02/17/15 CAK DWG ISSUED FOR BID &03/03/15 CAK DWG ISSUED FOR ADDENDUM #1 AD63/17/ld CAK I DWG I ISSUED FOR PERMIT AM=A AA Q C? C ❑E E F G J K KEYPLAN IL BURNS `M DONNELL M date detailed 01/08/2015 C. KRAUSE designed checked REVIEWEDR C. KRAUSE D. GILL ODDE cOMPLIANCE APPROVED ED MAR 31 2015 S�pCIC►�/11-ETTjs� S A H A I E City of Tukwila S N A C K Sm BUILDING DIVISION J 4:+ SAHALE SNACKS NEW LINE 1 / WASHROOM I NITROGEN UPGRADES RECEIVED MECHANICAL :'rFY OF ; Uiti11ILa GENERAL ARRANGEMENT 31..�project 81727 contract MAR 19 2015 '� �� drawing rev. P_ 81727-�411 D PER[<� T CENTFFI ,, 4 APP# ��..s•• sheet 1 of 1 sheets o"� file 81727-M411.dwg 1 2 3 4 5 6 7 8 9 10 11 12 13 14 10 16 it its no.I date I by I ckd I description KEYED NOTES: ROUTE DUCT UP THROUGH ROOF AND INSTALL 90 DEGREE ELBOW 01 36" ABOVE ROOF LINE WITH 12" LONG DUCT OUTLET CUT AT 45 DEGREES. INSTALL BIRDSCREEN ON DUCT OUTLET. ROUTE DUCT DOWN TO RELOCATED WASHER. RECONNECT DUCT TO WASHER EXHAUST FAN. ROUTE FAN DRAIN TO NEAREST SUMP WITH 2" PVC DRAIN PIPE. DUCT SHALL BE STAINLESS STEEL WITH JOINTS SEALED WATER TIGHT. GENERAL NOTES: 1. SEE MECHANICAL SCOPE OF WORK FOR ADDITIONAL HVAC INFORMATION. HVAC PLAN CEILING PLAN NORTH 0 2- 4- 8- SCALE IN FEET LA 2/17/1 CAK I DWG I ISSUED FOR BID IB� 3/17/1 CAK I DWG I ISSUED FOR PERMIT I11 T C R E F G H J m KEYPLAN IL BURNS Iw `MGDONNELL date detailed 02/03/2015 C. KRAUSE REVIEWED designed checked CODE COMPLIANCE W. WIRTZ W. WIRTZ APPROVED O MAR 3 1 2015 SZyAGK JBEZ'x�k S A � A � E City of Tukwila BUILDING DIVISION S N A C K S" P SAHALE SNACKS NEW LINE 1 / WASHROOM / NITROGEN UPGRADE RECEIVED MECHANICAL HVAC PLAN a ry OF TU KWI L A MAR 19 2015 project 81727 contract I drawing rev. 81727-MH131 B K �F-�cG�°T �,�.: F r r.NT_ER 2rl; (lu i hr-Li file 81727-MH131 1 2 3 4 5 6 7 8 9 I 10 11 12 13 14 15 16 17 18 no.I date I by I ckd I description LA 2/17/1 CAK DWG ISSUED FOR BID 3/17/1 CAK DWG ISSUED FOR PERMIT EVAPORATOR (AIR-02C) KEYED NOTES: D01 EVAPORATOR SHALL INSTALLED BY SUBCONTRACTOR IN CONDITIONED SPACE AT CEILING ELEVATION FOR FULL AND COMPLETE REFRIGERATION SYSTEM. SUBCONTRACTOR SHALL CONNECT 1-5/8" SUCTION LINE AND 7/8" LIQUID LINE BETWEEN EVAPORATOR AND ROOF MOUNTED AIR COOLED CONDENSER WITH ACR COPPER TUBING. SUBCONTRACTOR SHALL CONNECT 3/4" CONDENSATE DRAIN LINE FROM EVAPORATOR TO NEAREST DRAIN. GENERAL NOTES: 1. SEE MECHANICAL SCOPE OF WORK FOR ADDITIONAL HVAC INFORMATION. FOR CONTINUATION SEE DRAWING 81727-MH311 GENERALARRANGMENT LOWER / UPPER LEVEL NORTH 0 2' 4' 8' SCALE IN FEET IA I � 0 1E I IG I IK KEYPLAN I L ® BURNS M `MCDONNELL date detailed 01/08/2015 C. KRAUSE designed checked C. KRAUSE D. GILL O _. SNpGK.4BEi7.g, -� -- SAHAZE 1. SNACKS SAHALE SNACKS NEW LINE 1 / WASHROOM / NITROGEN UPGRADES MECHANICAL. HVAC PLAN project contract _ r, 81727 I drawing rev. 81727-MH221 B �°° ►�' sheet 1 of 1 sheets ►{ file 81727-MH221.DWG pEVIEWED FOR CODE APPROVED�CE MAR 31 2015 City of Tukwila BUILDING DIVISION RECr:9vED CITY OF -y- Urr Wp.€', MAR 19 -.5 P -, V GENERAL NOTES: 1. SEE MECHANICAL SCOPE OF WORK FOR ADDITIONAL HVAC INFORMATION. a I lu 1z 13 14 15 76 17 18 HVAC PLAN CEILING LEVEL NORTH 0 2' 4' 8' SCALE IN FEET no.) date I by I ckd I description /� 2/17/15 CAK DWG ISSUED FOR BID /� 3/03/15 CAK DWG ISSUED FOR ADDENDUM #1 3/17/15 CAK DWG ISSUED FOR PERMIT A B I E F G 11 J K I KEYPLAN I L N BURNS nn *RMG©ONNELL date detailed 02/03/2015 C. KRAUSE designed checked W. WIRTZ W. WIRTZ O SAI�AZE SNACKS" ECE P CITY OF Tl9rmiul% SAHALE SNACKS NEW LINE 1 / WASHROOM / NITROGEN UPGRADES MAR 19 2015 .. Y MECHANICAL HVAC PLAN { J r� project contract p �'2MIT CENTER r 81727 I h" ..drawing _ rev. 81727-MH231 C t�3 im-, Ay p a Vk r- sheet 1 of 1 sheets UI . file 81727-MH231.dwg 0 B C 0 14 F [r_ H J L 0 REVrr-VVED FOR CODE COMPLIANCE APPROVED MAR 3 12015 City of Tukwila BUILDING DIVISION P RECEIVED CITY OF TUKWILA MAR 19 2015 PEWIT CENTER n s c E G H J K L M i FOF2[�REVIEWED ODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION 67�Z/MI t1C�l+ CITY OF TUKWIL MAR 19 2015 PF-. t6JIQjT CENTER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1r �u E. V U z KEYED NOTES: . 01 SUPPLY FAN WITH INTERLOCKED DAMPER AND FILTER BOX SHALL BE PROVIDED AND INSTALLED BY HVAC SUBCONTRACTOR. FAN SHALL BE GREENHECK VAB30F FAN WITH 3 HP 480V/3 PH/60 HZ MOTOR. SIX NEW 24"X24"X4" FILTERS SHALL BE PROVIDED AND INSTALLED. FAN SHALL BE INSTALLED DIRECTLY OVER COLUMN BELOW. EXHAUST SYSTEM SHALL BE BALANCED FOR 7,600 CFM OF EXHAUST. SEE FAN DETAIL ON MH000 FOR EXACT INSTALLATION REQUIREMENTS. DO2EXHAUST FAN SHALL BE PROVIDED AND INSTALLED BY HVAC SUBCONTRACTOR. FAN SHALL BE GREENHECK VAB-30F FAN WITH 3 HP 480V/3 PH/60 HZ MOTOR. FAN SHALL BE INSTALLED DIRECTLY OVER COLUMN BELOW. SUPPLY AIR SYSTEM SHALL BE BALANCED FOR 7,600 CFM OF SUPPLY. SEE FAN DETAIL ON M000 FOR EXACT INSTALLATION REQUIREMENTS. GENERAL NOTES: 1. SEE MECHANICAL SCOPE OF WORK FOR ADDITIONAL HVAC INFORMATION. NO CONTINUATION HVAC PLAN ROOF LEVEL NORTH 0 2' 4' 8' SCALE IN FEET i no.I date I by I ckd I description '� 2/17/1 CAK DWG ISSUED FOR BID /� 3/03/1 CAK DWG ISSUED FOR ADDENDUM #1 &P3/17/15 CAK DWG ISSUED FOR PERMIT A B C C E G I:l J K AREA 04 KEYPLAN L ® BURNS M ` MSDONNELL date detailed 02/03/2015 C. KRAUSE designed checked W. WIRTZ W. WIRTZ O s CICOJB&T'Tn SAHALE fi SNACKSN a®F VIAS�l�C�� P SAHALE SNACKS o NEW LINE 1 / WASHROOM / NITROGEN UPGRADES R Eta E MECHANICAL I rry OF TU�`'..WIL s HVAC PLAN project contract MAR 19 2015 81727 - R . drawing rev. 81727-M H441 C ME P1 4FT E 6;3, o sheet 1 of 1 sheets yg- �= file 81727-MH441.dwg m m E C E 0 LL m 8 KEYED NOTES: O01 SAW CUT EXISTING CONCRETE FLOOR AND INSTALL NEW 6" PRECAST POLYMER CONCRETE TRENCH DRAIN, JR SMITH 9814 OR ENGINEER APPROVED EQUAL. INSTALLATION OF DRAIN SHALL BE COORDINATED WITH NEW FLOOR SLOPE. 02 CONNECT NEW TYPE M COPPER HOT WATER LINE TO COP TANK WATER CONNECTION. ROUTE NEW COP DRAIN LINE TO WALL AND OVER TO NEW SUMP. 03 ROUTE 3 COMPARTMENT SINK DRAIN TO WALL AND OVER TO NEW SUMP. 04 PROVIDE AND INSTALL NEW DUPLEX SUMP PUMP SYSTEM IN NEW CONCRETE SUMP BY OTHERS. 05 SUBCONTRACTOR SHALL FIELD ROUTE NEW LINES AND CONNECT TO EXISTING LINES AT NEAREST AVAILABLE TIE-INPOINT. CONNECT NEW 2" PVC DRAIN LINE TO WASHER (WASH-B) AND ROUTE ALONG WALL TO LARGE SUMP 06 (PMP-01A) TO THE NORTH. CONNECT NEW 1" TYPE M COPPER HW LINE TO WASHER (WASH-B). PLUMBING PLAN LOWER LEVEL 0 2' 4' 8' SCALE IN FEET I no.I date I by I ckd I description 0 02/17/15 CAK DWG ISSUED FOR BID D 3/03/15 CAK DWG ISSUED FOR ADDENDUM #1 &p3/17/15 CAK DWG ISSUED FOR PERMIT A A C R F G H J K KEYPLAN ' L nn RtBURNS MS—DONNELL RE\8E D FOR' date 01/30/2015 detailed C. KRAUSE D®DE COMPLIANCE designed checked ����®��® W. WIRTZ D. GILL MAR 3 1 2015 ° S JACK�]3E2 Jz ��JJ City Of TUICWIIi S A H A I BUILDING DIVISION SNACKS P SAHALE SNACKS RECEIVED b NEW LINE 1 / WASHROOM / NITROGEN UPGRADES CITY OF ';'UKWILA PLUMBING PLAN f/ r NEW WASHROOM MAR 19 2015 project contract 81727 I FI-I ►�'�II DF �"F drawing rev. 81727-P111 C sheet 1 of 1 sheets S'tu,ulij.ni� ens file 81727-P111.DWG 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 no.I date I by I ckd I description AA2J17/15 CAK DWG ISSUED FORBID A 3/17/15 CAK DWG ISSUED FOR PERMIT U Z KEYED NOTES: 01 ROUTE SINK DRAIN DOWN TO SUMP BELOW. CONNECT HOT AND COLD WATER TO SINK AS SHOWN. SUSCONTRACTOR SHALL FIELD ROUTE NEW LINES AND CONNECT TO EXISTING LINES AT NEAREST 02 AVAILABLE TIE-IN POINT. wnvn-v/ I ! I 2" DRAIN DN TO I SUMP BELOW 11 v 1/2" CW I 3/4" CW PROVIDE AND INSTALL NEW SUMP PUMP (SUMP-C) BELOW SINK AND ROUTE 2" OUTLET TO DRAIN LINE 3" W ABOVE. ROUTE 2" VENT UP THROUGH ROOF ABOVE AND SEAL WEATHER TIGHT 3/4" CW 3" W PLUMBING PLAN LOWER LEVEL NORTH 0 2' 4' 8' MALE IN FEET IA I 1 B I IC I I D i 1 E IF IG I I KEYPLAN IL BURNS ©M DONNELL nn date detailed 02/06/2015 C. KRAUSE designed checked W. WIRTZ W. WIRTZ O S ACK �IlExx�� SAHAI,E SNACKS" P SAHALE SNACKS NEW LINE 11 WASHROOM 1 NITROGEN UPGRADES MECHANICAL PLUMBING PLAN project I contract 81727 drawing rev. 81727-P211 B sheet 1 of 1 sheets REVIEWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF UiC. niIL MAR 19 2015 PERM:T CENTER file 81727-P211.DWG 1 2 3 4 5 6 7 8 no.I date I by I ckd I description nA 02/17/15I CAK IDWG I ISSUED FOR BID /'B\63/17/ld CAK IDWGI ISSUED FOR PERMIT E LL 0 2 2 3 4 5 Er I D� H z O 0 z_ i 9 I 10 11 12 13 14 15 16 17 18 H) O 29'-0" (REF) 0 III _mC01- 0 — n I I I = 0 1 /2" H W 1 II RELOCATED SINK 01 �k — � (SINK-D) 2" DRAIN DN TO SUMP BELOW I�X� I ,, CW ' ❑ PROVIDE AND INSTALL olio NEW SUMP PUMP D) BELOW SINK AND ROUTE 1 1 2" OUTLET TO DRAIN LINE �I I ABOVE. ROUTE 2" VENT UP THROUGH ROOF ABOVE AND SEAL WEATHER TIGHT L� a o I IL KEYED NOTES: 01 ROUTE SINK DRAIN DOWN TO SUMP BELOW. CONNECT HOT AND COLD WATER TO SINK AS SHOWN. NO CONTINUATION PLUMBING PLAN UPPER LEVEL NORTH 0 2' 4' 8' SCALE IN FEET 58'-0" (REF) �0l I 1 C I A L'9C A An 1 F I I KEYPLAN IL o BURNS M N&MGDONNELL date detailed 01/08/2015 C. KRAUSE designed checked C. KRAUSE D. GILL O SNpCKB13TT�� SAHAI,E SNACKSO P SAHALE SNACKS NEW LINE 1 / WASHROOM / NITROGEN UPGRADES MECHANICAL PLUMBING PLAN project I contract 81727 drawing rev. 81727-P221 B sheet 1 of 1 sheets file 81727-P221.DWG KftvIicVVED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 19 2015 PF;,RIM-T CENTER 1,1 B C 0 F G W J K L LlJ REV-j%`VIFED FOp� CODE COMPLIANCE a APPROVED MAR 3 1 2015 City of Tukwila ®uILDING DIVISION RECEIVED CITY OF TUKWILA MAR 19 2015 PeT aro,' CENTER 1 2 3 4 5 6 7 8 s 7u 77 7L 73 74 73 70 1/ 18 no.I date I by I ckd I description /Q�� 2/17/1 CAK DWG ISSUED FOR BID 3/17/1 d CAK DWG ISSUED FOR PERMIT E. V 1 m E 2 ID f3 G CJ Z NEW PERSONNEL GUARDING DIRTY EQUIPMENT STAGING AREA FUSIBLE LINK FIREWALL DOOR NEW WASHROOM 11 FIRE PROTECTION COVERAGE PLAN LOWER LEVEL NORTH 0 2• 4. 8. SCALE IN FEET — — LEGEND INDICATES THAT AREAS ARE TO BE SPRINKLED PER THE FOLLOWING: SPRINKLER RATING: 165° F DENSITY: 0.15 GPM/SQ FT OCCUPANCY:ORDINARY HAZARD, GROUP1 MAX SPRINKLER SPACING: PER NFPA 13 NOTES: 1. FIRE PROTECTION SYSTEM SHALL MATCH EXISTING, INCLUDING SPRINKLERS, PIPING, VALVES, AND FITTINGS. 2. INSTALL AND FABRICATE FIRE PROTECTION SYSTEM PER NFPA 13 AND FM GLOBAL REQUIREMENTS, INCLUDING: 2.1. SPRINKLERS SHALL BE UL LISTED AND/OR FM GLOBAL APPROVED, WITH 175 PSIG MINIMUM PRESSURE RATING. 2.2. INSTALL LABELING AND PIPE MARKERS ON EQUIPMENT AND PIPING. 2.3. INCLUDE DRAINS FOR COMPLETE SYSTEM DRAINAGE. 3. COORDINATE LAYOUT AND INSTALLATION OF SPRINKLERS WITH OTHER CONSTRUCTION THAT PENETRATES CEILINGS, INCLUDING LIGHT FIXTURES, HVAC EQUIPMENT, AND PARTITION ASSEMBLIES. PROTECT SPRINKLERS FROM DAMAGE UNTIL SUBSTANTIAL COMPLETION. 4. CONTRACTOR RESPONSIBILITIES INCLUDE DESIGNING, FABRICATING, AND INSTALLING FIRE -SUPPRESSION SYSTEMS AND PROVIDING PROFESSIONAL ENGINEERING SERVICES NEEDED TO ASSUME RESPONSIBILITY. ENGINEERING — I INCLUDES PREPARATION OF WORKING PLANS, CALCULATIONS, AND FIELD TEST REPORTS BY QUALIFIED PROFESSIONAL ENGINEER. a 5. PERFORM THE FOLLOWING FIELD TESTS AND �; INSPECTIONS AND PREPARE TEST REPORTS. REPORT TEST RESULTS PROMPTLY AND IN �00 WRITING TO ENGINEER AND AUTHORITIES HAVING O JURISDICTION: Z 5.1. LEAK TEST: AFTER INSTALLATION, CHARGE SYSTEM AND TEST FOR LEAKS. REPAIR LEAKS AND RETEST UNTIL NO LEAKS EXIST. �w 5.2. FLUSH, TEST, AND INSPECT SPRINKLER �UJI SYSTEMS ACCORDING TO NFPA 13, "SYSTEMS Z ACCEPTANCE" CHAPTER. O 5.3. COORDINATE WITH FIRE ALARM TESTS. Q OPERATE AS REQUIRED. D - -Go �Z U O L 1 I I KEYPLAN A B C ❑0 E Er J K L BURNS M N&MC-DONNELL date detailed 01/30/2015 C. KRAUSE designed checked W. WIRTZ W. WIRTZ O 5NAC aj Tr�� L• SAHAI,E SNACKS" OV WASH ��, y SAHALE SNACKS �,• NEW LINE 1 /WASHROOM /NITROGEN UPGRADES n MECHANICAL ">Q 9FIRE PROTECTION PLAN project contract 81727 , drawing rev. ;Al 81727-FP111 B sheet 1 of 1 sheets file 81727-FP111.dwg REVIEVVED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION CITY OF �'UVVVI1.► MAR 19 2015. PERMIT CENTER E E 5 - LL N N C 1 2 3 4 5 I 6 7 8 9 I 10 11 12 13 14 15 16 17 18 H J 29'-0" 58'-0" (REF) (REF) NO CONTINUATION ........... ..__...._._.......... .......__............._.......... LEGEND CKaJEI I5C7 J INDICATES THAT AREAS ARE TO BE SPRINKLED =- O PER THE FOLLOWING: SPRINKLER RATING: 165° F DENSITY: 0.15 GPM/SQ FT OCCUPANCY:ORDINARY HAZARD, GROUP1 IH MAX SPRINKLER SPACING: PER NFPA 13 E IIIW.E NOTES: i 1. FIRE PROTECTION SYSTEM SHALL MATCH EXISTING, INCLUDING SPRINKLERS, PIPING, N :::::� VALVES, AND FITTINGS. — III 2. INSTALL AND FABRICATE FIRE PROTECTION SYSTEM PER NFPA 13 AND FM GLOBAL REQUIREMENTS, INCLUDING: — - — - 2.1. SPRINKLERS SHALL BE UL LISTED AND/OR FM ag GLOBAL APPROVED, WITH 175 PSIG MINIMUM PRESSURE RATING. 2.2. INSTALL LABELING AND PIPE MARKERS ON III EQUIPMENT AND PIPING. 2.3. INCLUDE DRAINS FOR COMPLETE SYSTEM I � — DRAINAGE. 3. COORDINATE LAYOUT AND INSTALLATION OF SPRINKLERS WITH OTHER CONSTRUCTION THAT PENETRATES CEILINGS, INCLUDING LIGHT FIXTURES, HVAC EQUIPMENT, AND PARTITION ASSEMBLIES. PROTECT SPRINKLERS FROM DAMAGE UNTIL SUBSTANTIAL COMPLETION. i 4. CONTRACTOR RESPONSIBILITIES INCLUDE DESIGNING, FABRICATING, AND INSTALLING FIRE -SUPPRESSION SYSTEMS AND PROVIDING PROFESSIONAL ENGINEERING SERVICES NEEDED TO ASSUME RESPONSIBILITY. ENGINEERING INCLUDES PREPARATION OF WORKING PLANS, - I CALCULATIONS, AND FIELD TEST REPORTS BY QUALIFIED PROFESSIONAL ENGINEER. 5. PERFORM THE FOLLOWING FIELD TESTS AND INSPECTIONS AND PREPARE TEST REPORTS. I I REPORT TEST RESULTS PROMPTLY AND IN WRITING TO ENGINEER AND AUTHORITIES HAVING JURISDICTION: NEW SCALE SUPPORT 5.1. LEAK TEST: AFTER INSTALLATION, CHARGE SYSTEM AND TEST FOR LEAKS. REPAIR LEAKS PLATFORM, FIRE PROTECTION IQ AND RETEST UNTIL NO LEAKS EXIST. REQUIRED ON UPPER AND Iz 5.2. FLUSH, TEST, AND INSPECT SPRINKLER LOWER LEVELS. z SYSTEMS ACCORDING TO NFPA 13, "SYSTEMS 10 O ACCEPTANCE" CHAPTER. 5.3. COORDINATE WITH FIRE ALARM TESTS. Iz OPERATE AS REQUIRED. I IC-71 911 /I UI�) /"-1 n aLDJ D D I I 1 Q I I I I I NO CONTINUATION FIRE PROTECTION COVERAGE PLAN LOWER LEVEL NORTH 0 2' 4' 8' SCALE IN FEET no.I date I by I ckd I description /� 2/17/1 CAK DWG ISSUED FOR BID /� 3/03/1 CAK DWG ISSUED FOR ADDENDUM #1 /8\103/17/1 5. CAK DWG ISSUED FOR PERMIT KEYPLAN A B N D E F D� I J IK L ® BURNS M *R MCDONNELL date detailed E�'!-V' G FOR 01/30/2015 C. KRAUSE CODE COMPLIANCE designed checked APPROVED W. WIRTZ W. WIRTZ MAR 3 1 2015 0 5 pC'K 0 g E T T.4 City Of Tukwila A E DUILDING DIVISION SNACKS" p. RECEIVED j SAHALE SNACKS +W NEW LINE 1 / WASHROOM / NITROGEN UPGRADES �I�j MECHANICAL MAR 19 2015 (J 5 FIRE PROTECTION PLAN project contract �� 81727 @'� 1� k CENTER � drawing rev. PSI k.� 81727-F P211 C sheet 1 of 1 sheets APPIR V9j ,- . file 81727-FP211.dwg R�'.U�+''.t-yi 1 2 3 4 5 6 7 8 9 I 10 11 12 13 14 10 10 'If 10 E F G 1 no.I date I by I ckd I description /A\2/17/1 CAK DWG ISSUED FORBID IL 3/17/1 CAK I DWG I ISSUED FOR PERMIT 5 C uJ 'A 6 7 8 58'-0" (REF) I I I I I I I I I I I I f� I EQUIPMENT STORAGE AREA 58'-0" (REF) LEGEND INDICATES THAT AREAS ARE TO BE SPRINKLED PER THE FOLLOWING: SPRINKLER RATING: 165° F DENSITY: 0.15 GPM/SQ FT OCCUPANCY:ORDINARY HAZARD, GROUP1 MAX SPRINKLER SPACING: PER NFPA 13 1 NOTES: 1. FIRE PROTECTION SYSTEM SHALL MATCH EXISTING, INCLUDING SPRINKLERS, PIPING, VALVES, AND FITTINGS. 1 2. INSTALL AND FABRICATE FIRE PROTECTION SYSTEM PER NFPA 13 AND FM GLOBAL REQUIREMENTS, INCLUDING: 2.1. SPRINKLERS SHALL BE UL LISTED AND/OR FM GLOBAL APPROVED, WITH 175 PSIG MINIMUM PRESSURE RATING. 2.2. INSTALL LABELING AND PIPE MARKERS ON EQUIPMENT AND PIPING. 2.3. INCLUDE DRAINS FOR COMPLETE SYSTEM DRAINAGE. 1 3. COORDINATE LAYOUT AND INSTALLATION OF SPRINKLERS WITH OTHER CONSTRUCTION THAT PENETRATES CEILINGS, INCLUDING LIGHT FIXTURES, HVAC EQUIPMENT, AND PARTITION ASSEMBLIES. PROTECT SPRINKLERS FROM DAMAGE UNTIL SUBSTANTIAL COMPLETION. 4. CONTRACTOR RESPONSIBILITIES INCLUDE DESIGNING, FABRICATING, AND INSTALLING FIRE -SUPPRESSION SYSTEMS AND PROVIDING PROFESSIONAL ENGINEERING SERVICES NEEDED TO ASSUME RESPONSIBILITY. ENGINEERING INCLUDES PREPARATION OF WORKING PLANS, CALCULATIONS, AND FIELD TEST REPORTS BY QUALIFIED PROFESSIONAL ENGINEER. 5. PERFORM THE FOLLOWING FIELD TESTS AND INSPECTIONS AND PREPARE TEST REPORTS. REPORT TEST RESULTS PROMPTLY AND IN WRITING TO ENGINEER AND AUTHORITIES HAVING JURISDICTION: z 5.1. LEAK TEST: AFTER INSTALLATION, CHARGE 0 SYSTEM AND TEST FOR LEAKS. REPAIR LEAKS r;? AND RETEST UNTIL NO LEAKS EXIST. z 5.2. FLUSH, TEST, AND INSPECT SPRINKLER I= SYSTEMS ACCORDING TO NFPA 13, "SYSTEMS p ACCEPTANCE" CHAPTER. U 5.3. COORDINATE WITH FIRE ALARM TESTS. O z OPERATE AS REQUIRED. I I 1 I I I 1 1 I NO CONTINUATION FIRE PROTECTION COVERAGE PLAN LOWER LEVEL NORTH 0 2' 4' 8' SCALE IN FEET n A B C D E F m H K AREA 04 KEYPLAN L O BURNS Iw MC-DONNELL date detailed 01/30/2015 C. KRAUSE designed checked W. WIRTZ W. WIRTZ O S1yNCK 9BE17 SAHAZE ' SNACKS' . r P /C SAHALE SNACKS HE��,°�E IVED ✓ NEW LINE 1 / WASHROOM / NITROGEN UPGRADES cI'ry OF d UKWI A 37737 MECHANICAL FIRE PROTECTION PLAN MAR 9 20�5 � project I contract 81727 drawing rev. PEMAP, S�6=; 81727-FP411 B sheet 1 of 1 sheets file 81727-FP411 1 2 3 4 5 6 7 8 9 10 12 13 14 15 15 17 its no.I date I by I ckd I description Q 2/17/15 CAK DWG ISSUED FOR BID 0 3/17/15 CAK DWG ISSUED FOR PERMIT LIGHT FIXTURE SYMBOLS O CEILING OR SURFACE MOUNTED FIXTURE 0-i WALL MOUNTED FIXTURE PLAN SYMBOLS TELEPHONE OUTLET FLOOR TELEPHONE OUTLET SURFACE MOUNTED BATTERY PACK, LIGHT ® FLOOR DATA OUTLET ®� SINGLE FACE EXIT LIGHT, ARROW DENOTES DIRECTION OF EGRESS, NO ARROW DENOTES NO EGRESS DIRECTION �� X WIRING RUN EXPOSED ON CEILING OR WALL. CONDUCTOR SIZES ARE NOTED IN THE PANEL SCHEDULES. ARROWHEAD NUMBER. ALDENOTESOL MERUNCONDUITS SHALLINDICATES HAVE A GREEN EQUIPMENTUIT GROUNDING CONDUCTOR DOUBLE FACE EXIT L, ARROW DENOTESlei EGRESS NO ARROWIGHTDEN TES NO EGRESS DIIRECTIONN OF 0-0 POLE MOUNTED AREA LIGHT (WOOD, STEEL, ALUMINUM) 0 FLUORESCENT FIXTURE �--� X SAME AS ABOVE EXCEPT CONCEALED IN FLOOR EMERGENCY FLUORESCENT FIXTURE WITH BATTERY BALLAST CONDUIT AND WIRING CONTINUATION I �-. FLOOD LIGHT FIXTURE (AIMED) b CONDUIT AND WIRING TURNING DOWN Q INTEGRAL PHOTOELECTRIC CELL AND RELAY (PHOTOCONTROL) �0 CONDUIT AND WIRING TURNING UP m LIGHTING CONTACTOR GROUNDING SYMBOLS -3 CONDUIT STUB OFF BELOW GROUND, CAPPED UON 0 GROUND ROD INTRUSION DETECTION SYSTEM U GROUND TEST WELL O CAMERA — — — BARE COPPER GROUND CONDUCTOR ONE -LINE & SCHEMATIC SYMBOLS EXOTHERMIC WELD FROM CONNECTION e1eyy1% POWER TRANSFORMER, kVA RATING, WINDING VOLTAGES, AND CONNECTIONS ARE SHOWN NEXT TO SYMBOL — BOLTED CONNECTION CURRENT TRANSFORMER A T 10 FT COIL LENGTH OF GROUND CONDUCTOR INDICATED ABOVE GRADE OR FINISHED CONCRETE FOR CONNECTION TO EQUIPMENT GROUNDING CONNECTION. WHEN USED WITH TRANSFORMER WINDING SYMBOL IT DENOTES A NEUTRAL GROUNDING CONNECTION (ON SECONDARY SIDE ONLY) UNDERGROUND REBAR GRID PLAN SYMBOLS xy GROUNDING WYE WINDING CONNECTION DUPLEX RECEPTACLE, NEMA 5-20R, 42" AFF UON � DELTA WINDING CONNECTION DUPLEX RECEPTACLE, SURFACE MOUNTED RELAY OR CONTACTOR CONTACTS WELDING RECEPTACLE ->i SEPARABLE CONNECTOR OR CONNECTION FOR DRAWOUT ASSEMBLIES E EP G N R VT WP RECEPTACLE AND DEVICE SUFFIXES EXISTING EXPLOSION PROOF GROUNDED NEW RECESSED VAPOR -TIGHT WEATHERPROOF CONDUCTOR CONNECTION — — CIRCUIT BREAKER, MOLDED CASE, TRIP CURRENT (A) AND QUANTITY OF POLES P SHOWN 1200A 3P DISCONNECT SWITCH, NON -FUSED, LOAD BREAK, "1200A, 3P" INDICATES A "l200 AMPS, 3 POLE SWITCH" . 0 JUNCTION BOX -�� DISCONNECT SWITCH, FUSED, LOAD BREAK, FUSE AMPERE RATING (NUMERAL) AND U.L. CLASS SHOWN NEXT TO SYMBOL 0 PB PUSHBUTTON STATION "OPEN," "CLOSE," "STOP." NEMA 13 �- FUSE, AMPERE RATING (NUMERAL) AND U.L. CLASS SHOWN NEXT TO SYMBOL p� DISCONNECT SWITCH, SURFACE MOUNTED RESISTOR PANELBOARD, SURFACE MOUNTED OX KEYED NOTE, "X" INDICATES KEYED NOTE NUMBER -00_ MOTOR THERMAL OVERLOAD PROTECTOR ® 0-�-d I LIGHTNING ARRESTER XHP MOTOR E__1 EQUIPMENT ENCLOSURE Q-) E-STOP X INDICATING LIGHT, X DENOTES COLOR R-RED A -AMBER G-GREEN W-WHITE O-ORANGE B-BLUE S WALL SWITCH, 20A, 120/277V RATED, (AC ONLY), SINGLE POLE SINGLE THROW, MOUNT 46" AFF UON S3 WALL SWITCH, 20A, 120/277V RATED, (AC ONLY), THREE WAY (SINGLE POLE DOUBLE THROW), MOUNT 46" AFF LION VFD VARIABLE FREQUENCY DRIVE S4 WALL SWITCH, 20A, 120/277V RATED, (AC ONLY), FOUR WAY (DOUBLE POLE DOUBLE THROW REVERSING), MOUNT 46" AFF UON SD DIMMER SWITCH SOLENOID VALVE © CCTV OUTLET wwL LINE REACTOR DATA TERMINAL OUTLET ABBREVIATIONS INSTRUMENT ABBREVIATIONS A AMPERES AE ANALYZER ELEMENT AC ALTERNATING CURRENT AS AMMETER SWITCH AF AMPS FRAME AT ANALYZER TRANSMITTER A.I.C. AMPERE INTERRUPTING CAPACITY CS CONTROL SWITCH AMP AMPLIFIER DE DENSITY ELEMENT AMPS AMPERES DT DENSITY TRANSMITTER ATS AUTOMATIC TRANSFER SWITCH ET ELAPSED TIME METER AUX AUXILIARY EY VOLTAGE TRANSDUCER AWG AMERICAN WIRE GAGE FC FLOW CONTROLLER C CONDUIT FE FLOW ELEMENT CB CIRCUIT BREAKER FS FLOW SWITCH CKT CIRCUIT FT FLOW TRANSMITTER FLA FULL LOAD AMPS FX FLOW MISCELLANEOUS GFCI GROUND FAULT CIRCUIT INTERRUPTER FY FLOW TRANSDUCER GND GROUND HS HAND SWITCH GRC GALVANIZED RIGID STEEL CONDUIT IT CURRENT TRANSMITTER HP HORSEPOWER IY CURRENT TRANSDUCER JBOX JUNCTION BOX LC LEVEL CONTROLLER. kVA KILOVOLT AMPERES LE LEVEL ELEMENT kV KILOVOLTS LS LEVEL SWITCH LC LIGHTING CONTACTOR LT LEVEL TRANSMITTER LTG LIGHTING LX LEVEL MISCELLANEOUS MCC MOTOR CONTROL CENTER LY LEVEL TRANSDUCER MFR MANUFACTURER PB PROXIMITOR BOX MIN MINIMUM PC PRESSURE CONTROLLER MTD MOUNTED PS PRESSURE SWITCH MTG MOUNTING PT PRESSURE TRANSMITTER N.C. NORMALLY CLOSED PX PRESSURE MISCELLANEOUS NEC NATIONAL ELECTRICAL CODE PY PRESSURE TRANSDUCER NEMA NATIONAL ELECTRICAL SW SELECTOR SWITCH MANUFACTURERS ASSOCIATION SL SWITCH/LIGHT NEUT NEUTRAL SV SOLENOID VALVE N.O. NORMALLY OPEN TC TEMPERATURE CONTROLLER NO. NUMBER TD TIME DELAY RELAY NTS NOT TO SCALE TE THERMOCOUPLE P POLE TS TEMPERATURE SWITCH PE PHOTOELECTRIC TT TEMPERATURE TRANSMITTER PH PHASE TX TEMPERATURE MISCELLANEOUS PLC PROGRAMMABLE LOGIC CONTROLLER TY TEMPERATURE TRANSDUCER PNL PANELBOARD VS VOLTMETER SWITCH PRI PRIMARY XS MISCELLANEOUS SWITCH PVC POLYVINYL CHLORIDE ZS LIMIT SWITCH RECPT RECEPTACLE RGS RIGID GALVANIZED STEEL SPACE SPACE ONLY (NO BREAKER) SPARE SPARE BREAKER SWBD SWITCHBOARD SWGR SWITCHGEAR TSP TWISTED SHIELDED PAIR TYP TYPICAL V VOLTS VA VOLT-AMPERES VFD VARIABLE FREQUENCY DRIVE W WATTS W/ WITH 1/C SINGLE CONDUCTOR CABLE 3/C THREE CONDUCTOR CABLE. 0 PHASE + USED WITH A NUMERAL WHICH DENOTES HEIGHT OF ITEM ABOVE FINISHED FLOOR LEVEL GENERAL NOTES: 1. ALL SYMBOLS AND ABBREVIATIONS SHOWN ON THE DRAWING ARE NOT NECESSARILY USED FOR THIS PROJECT. 3/94101.6 - A B C IC E 7a G H J 19 L ® BURNS M `MC-DONNELL date detailed 02/02/2015 M. RICHARDSON designed checked S. NAMIN D. GILL O 5�pGK aj I31Rr SAHALE SNACKS` P SAHALE SNACKS NEW LINE 1 / WASHROOM / NITROGEN UPGRADES ELECTRICAL LEGEND project I contract 81727 drawing rev. 81727-E000 B sheet. 1 of 1 sheets REVIEWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION I= E E I V E D CITY OF TUKWILA MAR 19 2015 PE.nNII8 CENTER file 81727 E000 DW�G_� ^�^� yJ 2 C A B C E A G J K L M FCiAtyv ED FOR MPLIANCE P.OVED 1 2015 f Tukwila BUILDING DIVISION RECEIVED P CITY OF TUKWIL MAR 19 2015 P (,--. i"I IVET CENTER Lo E N LY1 U C REVIEWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION 01TY OF TUr vk/I'.-A MAR 19 205 . P .� d&,f �:, ENTEI'l A B C ❑C L 79 G W J 12 0 REVIEWED FOR CODE PLIANCE A6�COMPROVED MAR 31 2015 0 City of Tukwila BUILDING DIVISION ..' pECEjV D CITY OF TUKWIL A P MAR 19 ".''� a A B C U F G M. J K A va 1--- REVIEWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWKLA MAR 19 2015 P PEIglWIT CENTER N I A 0 C E F w J 14 L REVI'r--W[—=D FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION RECEIVER CITY OF 1" UKWILA P MAR 19 2015 PcEFFUtIff CENTER E2 m m 0 LL A B C 0 E F G 7 J K L M ^� REVIEWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION R�:1:6�'9L�ED UF'Y OF „ UF' 11V A P MAR 19 2015 E. l A B u E F G y rl J K L It REVI"�cWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION R CITYOP T � r �a j4.. ♦ •,, MAR 9 z01a P r r Q-AtIrpri A B C .❑ E F Eel M J L 111 0 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUf LDING DIVISION CITY OF -a-U►a1�JI�.., MAR 19 2015 PEd CENTER A B N. fi] F J K L M E RECEIVE CITY OF -IrUK 1/1' A MAR 19 2015 A B C 0 E F G ■ I J K L D R 0 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 19 2015 PE tRC T CENTER REVrtFw� CODE COP ANCE APPP,OVED MAR 3 12015 City of Tukwila BUILDING DIVISION RECEIVED ;`ITY OF " UKVV11..A _. MAR 19 2015 PIK-EnIVE T CENTER L � 7' E A B R. E F G J K L ,,I 1• P REVIEWED FOR CODE COMPLIANCE APPROVED MAR 3 12015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 19 2015 PEI`3Wit i' CENTER A B m JE F G H J K I M o ,.....REV!EWED FOR CODE COMPLIANCE APPROVED MAR 3 1 2015 City of Tukwila P SU j DIVISION CITE` OF TDIr6VVI1.A MAR 19 2015 PEE n- [VI! T CENTER