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Permit D18-0239 - U-HAUL - TENANT IMPROVEMENT
U -HAUL 2925 S 112T" ST BLDG 11-14 D18-0239 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0923049155 Permit Number: 2925 S 112TH ST BLDG 11-14 Project Name: U -HAUL Issue Date: Permit Expires On: D18-0239 5/24/2019 11/20/2019 Owner: Name: Address: BOEING COMPANY THE PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, AZ, 98124 Contact Person: Name: NICK CHAVEZ Address: 2727 N CENTRAL AVE , PHOENIX, AZ, 85004 Contractor: Name: Address: License No: Lender: Name: Address: BRIAN GERKE - OWNER AFFIDAVIT N/A - LESS THAN $5,000 Phone: (602) 263-6502 Phone: Expiration Date: DESCRIPTION OF WORK: TENANT IMPROVEMENT TO THE EXISTING BUILDING WHICH INCLUDES CREATING A TENANT SPACE OF 15,161 GFA SELF STORAGE AT THE LOWER LEVEL EXISING PARKING GARAGE. THIS AREA IS PROVIDED WITH AN EXISTING AUTOMATIC FIRE SPRINKLER AND FIRE ALARM SYSTEM AND ALL EGRESS LIGHTING. Project Valuation: $4,800.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IB Electrical Service Provided by: TUKWILA Fees Collected: $351.50 Occupancy per IBC: S-1 Water District: TUKWILA Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signat Volumes: Cut: 0 Fill: 0 Number: 0 Date: ct it / I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: fl Date: d>12-4 tic This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Please note that conversion of the existing building to a self storage facility requires parking determination for the proposed use as noted at the time of preapplication. If the existing parking stalls in the garage are converted to a storage facility there may be an issue with meeting the parking requirements for the conversion of the office building to a self storage facility. The application for Special Permission Director is required for the parking determination decision. 5: 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 Tess. (IFC 906.3) (NFPA 10, 5.4) 2: 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) 3: 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) O 4: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 6: Maintain fire extinguisher coverage throughout. 7: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 8: 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) 9: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 10: 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 1010.1.9.1) 11: 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 1013.1) 12: 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 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 1013.6.1) 13: 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 1018.1) 14: 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 1013.6.3) 15: 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 1008.3.5) 19: 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) 17: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 16: 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). 20: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. J 22: 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. 23: 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) 21: 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) 24: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 25: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 18: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 28: ***BUILDING PERMIT CONDITIONS*** 29: 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. 30: 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. 31: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 32: 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. 33: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 34: 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. 35: 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). 36: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 37: 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. 38: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 39: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL r CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Project No. Date Application Accepted: ji?--15 Date Application Expires: CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 2925 S 112th Street Tenant Name: U -Haul PROPERTY OWNER Name: David Pollock Name: Amerco Real Estate Company Cit: Phoenix State: Az.Zip: 85004 Address: 2727 N Central Ave. Email: david City: Phoenix State: Az. Zip: 85004 CONTACT PERSON — person receiving all project communication Name: David Pollock Address: 2727 N Central Ave. Cit: Phoenix State: Az.Zip: 85004 Phone: (602) 263-6502 Fax: Email: david GENERAL CONTRACTOR INFORMATION Company Name: TBD Architect Name: City: State: Zip: Engineer Name: Chander P. Nangia Address: Address: 7423 Hollow Ridge Dr. City: City: State: Phone: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line12011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh King Co Assessor's Tax No.: 0923049155 Suite Number: Floor: Lower L. New Tenant: m Yes ..No ARCHITECT OF RECORD Company Name: Amerco Real Estate Company Architect Name: City: State: Zip: Engineer Name: Chander P. Nangia Address: Address: 7423 Hollow Ridge Dr. City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: Company Name: Chander P. Nangia City: State: Zip: Engineer Name: Chander P. Nangia Address: 7423 Hollow Ridge Dr. City: Houston State: TX Zip: 77095 Phone: (281) 859-1421 Fax: Email: nangiaeng@att.net LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIO — 206-431-3670 Valuation of Project (contractor's bid price): $ 4,800 Describe the scope of work (please provide detailed information): Tenant Improvement to the existing building which includes creating a tenant space of 15,161 GFA Self -Storage at the lower level existing parking garage. This area is provided with an existing automatic fire sprinkler and fire alarm system and all egress lighting. Existing Building Valuation: $ 20,000,000 Will there be new rack storage? ❑ Yes .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes El No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 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 Applications\Permit Application Revised - 8-9-1I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1'1 Floor 87,927 0 0 2nd Floor 74,378 0 0 3rd Floor 74,378 0 0 Floors 4 thru 5 74,378 0 0 Basement 0 0 0 Accessory Structure* 0 0 0 Attached Garage 81,450 15,161 0 1B S-1 Detached Garage 0 0 0 Attached Carport 0 0 0 Detached Carport 0 0 0 Covered Deck 0 0 0 Uncovered Deck 0 0 0 PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes El No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 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 Applications\Permit Application Revised - 8-9-1I.docx Revised: August 2011 bh Page 2 of 4 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 VI ...Tukwila 0...Water District #125 0 ...Water Availability Provided Sewer District VI ...Tukwila 0 ...Sewer Use Certificate ❑...Valley View ❑...Sewer Availability Provided 0 .. Highline ❑ .. Renton 0 .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 ...Bond 0 .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours O ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ .. Geotechnical Report 0 .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for Less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer 0 .. Abandon Septic Tank 0 .. Grease Interceptor 0 ...Cap or Remove Utilities 0 .. Curb Cut 0 .. Channelization ❑ ...Frontage Improvements 0 .. Pavement Cut 0 .. Trench Excavation 0 ...Traffic Control 0 .. Looped Fire Line 0 .. Utility Undergrounding 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. -- WO # ❑ ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer Monthly Service Billing to: Name: 0 ...Sewage Treatment Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line t2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 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 THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUI Signat ure: 1 k I . 6.' . ' IZE AGENT: —.."1111111111��� k \� Print Name: David Pollock Mailing Address: 2727 N Central Ave. H:\Applications\Forms-Applications On Line12011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Date: 08/01/2018 Day Telephone: (602) 263-6502 Phoenix AZ 85004 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I PermitTRAK QUANTITY I PAID $351.50 D18-0239 Address: 2925 S 112TH ST BLDG 11-14 Apn: 0923049155 $351.50 DEVELOPMENT $341.90 PERMIT FEE R000.322.100.00.00 0.00 $192.06 PLAN CHECK FEE R000.345.830.00.00 0.00 $124.84 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $9.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15079 R000.322.900.04.00 0.00 $9.60 $351.50 Date Paid: Thursday, August 02, 2018 Paid By: U -HAUL INTERNATIONAL Pay Method: CHECK D701-24019 Printed: Thursday, August 02, 2018 2:14 PM 1 of 1 CRWSYSTEMS 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- 67 Permit Inspection Request Line (206) 438-9350 D19-2 *gaol Project:" , V- 1440 L Type of Inspection: 8‘) 1 kdb,,,,k, ,rvA-r Address: Date Called: Special Instructions: 11- t Date Wanted: 6- g--.101 a n. p.m. Requester: .2640) Phone No: T-5-5 Z44- soce9 Approved per applicable codes. Corrections required prior to approval. OMMENTS: Inspector: Date:i n REINSPECTION REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. .••••••. •••••••• ••••••, ••••••, COSCO FILE Fire Protection FIRE PROTECTION HYDRAULIC CALCULATION SUBMITTAL REVIEWED FOR CODE COMPLIANCE •.. APPROVED MAY 222019 City of Tukwila BUILDING DIVISION CORRECTION UHAUL 2925 S 112TH STREET TUKWILA, WA. 98168 Fire Protection Contractor Cosco Fire Protection 4308 South 131St PI. Tukwila, Washington 98168 (206) 438-3360 Fax: (206) 438-3356 JOB # 25SS8621 bL8�O23? RECEIVED CITY OF TUKWILA KWILA MAY 06 2019 PERMIT CENTER tee, Hydraulic Job Number: 1 Report Description: Ordinary Group II Ou . .aJ.c 7, Job Number 1 Design Engineer N RODEWALD Job Name: UHAUL NORTH TOWER Phone FAX Address 1 State Cemricatlon/IJcense Number Addrees 2 AHJ Address 3 Job Site/BulldIng $ystem Density 0.20gpm/ft2 Area olApplioation 1500ft2 (Actual 1605ft2) Moat Demanding Sprinkler Data 5.6 K -Factor 24.00 at 18.367 Hose Streams 250.00 Coverage Per Sprinkler 120ft2 Number Of Sprinldere Calculated 20 System Pressure Demand 76.420 System Fbx Demand 598.99 Total Demand 848.99 @ 76.420 Pressure Result +53.797 (41.3%) Supplies +,. :> _..�,,. ,,,. Check Pomt Gauges 1 Node Name Flow(opm) Hose Flow(oPm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(a m) 1 Water Supply 2349.00 250.00 150.000 20.000 /T 5- -o /3 C?<\FSS/ -2019 . 43002 GJ TEgekG��� AL utiaulr2ntlfloorcad�,. �a�>��r�r��w �>-a� �.,�.,� �,,a ._� Water Su at:Node $, 349.00, 250''007150`.000„ 20.000 W a PPIY:� ,, ( ) a�>F _., t111.111111 , � I1IL . .,M Pressure, psi n ) ro $ o o 8 ci 8 o o C launaau�uuuua�uuuw�urrauu�uaunu�aouuur�aauuua�ruuuu�wauua�uauu� 11Y��� 1 Static Pressure 150.000 598.99 420 176 848.99 1 with hose streams \ ystem demand curve 349 00 @ 20.000 rum Imom 111111111 1111 .11111111111 111111 111 1111 11111 I 1 1111111 1800 2250 2700 3150 3600 4050 4500 Water flow, gpm [j, ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 4/17/2019 6:29:41AM Page 1 Hydraulic ummary Job Number: 1 Report Description: Ordinary Group II ©M.E.P.CAD , Inc. AutoSPRINK 2018 v14.3.10.0 4/17/2019 6:29:44AM Page 2 Job Number 1 Design Engineer N RODEWALD Job Name: UHAUL NORTH TOWER Stale Certification/License Number Address 1 AHJ Address 2 Job Site/Building Address 3 Drawing Name uhaul 2nd floor.cad System ? �.. ; ... �x... _�� fi , t,. RemoteArea(s) Most Demanding Spnntder Data 5.6 K -Factor 24.00 at 18.367 Occupancy Ordinary Group II Job Suffix Hose Allowance At Source 250.00 Density 0.20gpm/ft2 Area of Application 1500ft2 (Actual 1605ft2) Additional Hose Supplies Node Flow(oom) Number Of Sprinklers Calculated 20 Coverage Per Sprinier 120ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 250.00 System Flow Demand 598.99 Total Water Required (Including Hose Allowance) 848.99 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 23.22 between nodes 34 and 41 Maximum velocity Under Ground 6.20 between nodes 35 and 40 Volume rapacity of Wet Pipes 5989.87ga1 Volume capacity of Dry Pipes Supplies' Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) @ (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 250.00 150.000 20.000 2349.00 130.218 848.99 76.420 1 53.797 Contractor Contractor Number Contact Name Contact Title Name of Contractor: Phone Extension Address 1 FAX Address 2 E -mall Address 3 W ebSlte ©M.E.P.CAD , Inc. AutoSPRINK 2018 v14.3.10.0 4/17/2019 6:29:44AM Page 2 111 • Job Number: 1 Water Supply at Node 1 7M Pressure, psi n o $ 0 0 8 0 8 0 0 f 111111111.11111 11111 1J1 1111 11 1 1 111!111 1 1111 1111 111111111111111111111111 1 111111111111111 Static Pressure 150.000 598.99 1 @ 76.420 848.99 with hose streams !System demand curve .00 @ 20.000 11 h i l i_ _J i i_ 1 1 1 1 1 1 1 1 1 i i i i i i i i ) Jill 1 1 1 1 1 11111111 1 0450 900 1350 1800 2250 2700 3150 Water flow, gpm 3600 4050 4500 Hydraulic Graph Water Supply at Node 1 Static: Pressure 150.000 Residual: Pressure 20.000 @ 2349.00 Available Pressure at T of Test 130.218 @ 848.99 sys,ea oanaae 76.420 @ 598.99 System Demand (In iudip Hose Aaosrence el Source) 76.420 @ 848.99 LMy ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 4/17/2019 6:29:46AM Page 3 ummar.. owing Devices , Job Number: 1 Report Description: Ordinary Group II Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 100 34.67 24.00 5.6 38.335 Sprinkler 101 34.32 24.00 5.6 37.570 Sprinkler 102 33.93 24.00 5.6 36.714 Sprinkler 103 31.96 24.00 5.6 32.578 Sprinkler 104 33.72 24.00 5.6 36.265 Sprinkler 105 33.35 24.00 5.6 35.467 Sprinkler 106 31.95 24.00 5.6 32.543 Sprinkler 107 30.59 24.00 5.6 29.836 Sprinkler 108 31.62 24.00 5.6 31.877 Sprinkler 109 31.31 24.00 5.6 31.260 Sprinkler 110 28.61 24.00 5.6 26.097 Sprinkler 111 30.18 24.00 5.6 29.051 Sprinkler 112 29.88 24.00 5.6 28.466 Sprinkler 113 27.26 24.00 5.6 23.702 Sprinkler 114 28.35 24.00 5.6 25.628 Sprinkler 115 28.15 24.00 5.6 25.275 Sprinkler 116 25.30 24.00 5.6 20.404 Sprinkler 117 25.12 24.00 5.6 20.115 b Sprinkler 118 24.00 24.00 5.6 18.367 Sprinkler 119 24.71 24.00 5.6 19.473 c Most Demanding Sprinkler Data ©M.E.P.CAD, Inc. E AutoSPRINK 2018 v14.3.10.0 4/17/2019 6:29:54AM Page 4 air nalys Job Number: 1 Report Description: Ordinary Group 11 Node Elevation(Foot) Fittings Pressure(psi) I Discharge(gpm) 1 0'-5'% S 76.420 598.99 100 39'-6 Spr(-38.335) Spr(-37.570) 38.335 37.570 34.67 34.32 101 39'-6 102 39'-6 Spr(-36.714) 36.714 33.93 103 39'-6 Spr(-32.578) 32.578 31.96 104 39'-6 Spr(-36.265) 36.265 33.72 105 39'-6 Spr(-35.467) 35.467 33.35 106 39'-6 Spr(-32.543) 32.543 31.95 107 39'-6 Spr(-29.836) 29.836 30.59 108 39'-6 Spr(-31.877) 31.877 31.62 109 39'-6 Spr(-31.260) 31.260 31.31 110 39'-6 Spr(-26.097) 26.097 28.61 111 39'-6 Spr(-29.051) 29.051 30.18 112 39'-6 Spr(-28.466) 28.466 29.88 113 39'-6 Spr(-23.702) 23.702 27.26 114 39'-6 Spr(-25.628) Spr(-25.275) 25.628 25.275 28.35 28.15 115 39'-6 116 39'-6 Spr(-20.404) 20.404 25.30 117 39'-6 Spr(-20.115) Spr(-18.367) 20.115 18.367 25.12 24.00 118 39'-6 119 39'-6 Spr(-19.473) 19.473 24.71 28 7'-6'% BV(14'-1) 70.625 29 40'-0 PO(10'-0) 45.064 30 40'-0 44.769 31 40'-0 PO(10'-0) 44.320 32 26'-7'% E(17'-7) 61.517 33 40'-0 PO(8'-0) 43.992 34 40'-0 PO(5'-0) 43.957 35 37'-0 T(47'-3%) 56.716 36 40'-0 T(5'-0) 40.100 37 40'-0 T(5'-0) 39.299 38 40'-0 52.298 39 40'-0 T(5'-0) 38.402 40 40'-0 E(17'-7) 54.640 41 40'-0 T(5'-0) 34.068 42 40'-0 T(5'-0) 37.932 43 40'-0 T(5'-0) 37.096 44 40'-0 T(5'-0) 34.031 45 40'-0 T(5'-0) 33.333 46 40'-0 T(5'-0) 32.686 47 40'-0 T(5'-0) 27.272 48 40'-0 T(5'-0) 30.370 49 40'-0 T(5'-0) T(5'-0) T(5'-0) 29.756 26.780 26.410 50 40'-0 51 40'-0 52 40'-0 T(5'-0) 21.297 53 40'-0 T(5'-0) 20.994 ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 4/17/2019 6:29:56AM Page 5 ill . k4:'; Hydraulic-Analysfs�„; Job Number: 1 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings G Route 1 DR 1.0490 24.00 8.91 120 0.182334 9'-634 Pf 2.834 118 39'-6 24.00 5.6 18.367 Sprinkler, 6'-0 Pe -0.208 53 40'-0 20.994 3E(2'-0) 15-6% Pv BL 1.0490 49.12 18.23 120 0.685862 7'-11 Pf 5.416 53 40'-0 25.12 20.994 Flow (q) from Route 3 Pe 51 40'-0 26.410 7'-11 Pv BL 1.3800 77.27 16.57 120 0.417117 8'-0'% Pf 3.346 51 40'-0 28.15 26.410 Flow (q) from Route 6 Pe 49 40'-0 29.756 8'-014 Pv BL 1.6100 107.15 16.89 120 0.360476 8'-1'14 Pf 2.930 49 40'-0 29.88 29.756 Flow (q) from Route 9 Pe 46 40'-0 32.686 8'-1'/: Pv BL 1.6100 138.46 21.82 120 0.579222 7'-734 Pf 4.410 46 40'-0 31.31 32.686 Flow (q) from Route 12 Pe 43 40'-0 37.096 7'-7'/: Pv BL 2.0670 171.81 16.43 120 0.255725 8'-734 Pf 2.203 43 40'-0 33.35 37.096 Flow (q) from Route 16 Pe 37 40'-0 39.299 8'-7'/: Pv BL 2.0670 206.13 19.71 120 0.358192 4'-0 Pf 5.021 37 40'-0 34.32 39.299 Flow (q) from Route 19 10'-0 Pe 31 40'-0 44.320 PO(10'-0) 14'-0 Pv CM 3.2600 390.43 15.01 120 0.126954 3'-634 Pf 0.449 31 40'-0 184.30 44.320 Flow (q) from Route 5 Pe 30 40'-0 44.769 3'-6'/z Pv CM 4.2600 390.43 8.79 120 0.034498 8'-634 Pf 0.295 30 40'-0 44.769 Pe 29 40'-0 45.064 8'-6'/: Pv CM 4.2600 598.99 13.48 120 0.076147 95-0 Pf 7.234 29 40'-0 208.55 45.064 Flow (q) from Route 2 Pe 38 40'-0 52.298 95-0 Pv CM 6.3570 598.99 6.05 120 0.010840 143'-134 Pf 2.342 38 40'-0 52.298 72'-11 Pe 40 40'-0 54.640 T(37'-814), 2E(17'-7) 216'-0'/: Pv UG 6.2800 598.99 6.20 140 0.008649 4'-034 Pf 0.771 40 40'-0 54.640 85'-1 Pe 1.305 35 37'-0 56.716 BV(15'-9), E(22'-1), T(47'-334) 89'-2 Pv FR 6.3570 598.99 6.05 120 0.010840 15-434 Pf 0.303 35 37'-0 56.716 17-7 Pe 4.498 32 26'-7'/z 61.517 E(17'-7) 27'-1134 Pv CM 8.2490 598.99 3.60 120 0.003048 70'-834 Pf 0.835 32 26'-7'/z 61.517 203'-2'/: Pe 8.273 28 7'-634 70.625 7E(21'-1'h), T(41'-1'14), BV(14'-1 273'-11 Pv UG 8.3900 598.99 3.48 140 0.002110 732'-0 Pf 2.737 28 7'-634 70.625 322'-4 Pe 3.058 1 0'-534 76.420 3T(59'-4'/:), 2E(30'-6'/z), CV(76'- 1054'-4 Pv 4), PIV(6'-9'14), BFP(-0.512), S 250.00 Hose Allowance At Source 1 848.99 wo Route 2 DR 1.0490 24.71 9.17 120 0.192465 8'-634 Pf 2.032 119 39'-6 24.71 5.6 19.473 Sprinkler, 2'-0 Pe -0.208 52 40'-0 21.297 E(2'-0) 10'-6'h Pv BL 1.0490 50.01 18.56 120 0.709075 7'-9 Pf 5.483 52 40'-0 25.30 21.297 Flow (q) from Route 4 Pe 50 40'-0 26.780 7'-9 Pv BL 1.3800 78.36 16.81 120 0.428043 8'-434 Pf 3.591 50 40'-0 28.35 26.780 Flow (q) from Route 7 Pe 48 40'-0 30.370 8'-4'/z Pv BL 1.6100 108.54 17.11 120 0.369197 8'-034 Pf 2.962 48 40'-0 30.18 30.370 Flow (q) from Route 10 Pe 45 40'-0 33.333 8'-034 Pv BL 1.6100 140.16 22.09 120 0.592454 7'-9 Pf 4.599 45 40'-0 31.62 33.333 Flow (q) from Route 13 Pe 42 40'-0 37.932 7'-9 Pv © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 4/17/2019 6:29:57AM Page 6 illHydfoundtiOl sis x �¢ �`�yl Job Number: 1 Report Description: Ordinary Group II Pipe Type Diameter Elevation Flow Discharge Velocity HWC K-Factor Pt Friction Loss Pn Fittings Length Eq. Length Total Length Pressure Summary Downstream Upstream BL 2.0670 173.88 16.63 120 0.261466 8'-3'% 8'-3'% Pf Pe Pv 2.168 42 36 40'-0 40'-0 33.72 37.932 40.100 Flow (q) from Route 17 BL 2.0670 208.55 19.94 120 0.366016 3'-6'/2 10'-0 13'-6'/2 Pf Pe Pv 4.964 36 29 40'-0 40'-0 34.67 40.100 45.064 Flow (q) from Route 20 P0(1o'-0) = Route 3 DR 1.0490 25.12 9.32 120 0.198326 0'-6 5'-0 5'-6 Pf Pe Pv 1.087 -0.208 117 53 39'-6 40'-0 25.12 5.6 20.115 20.994 Sprinkler, T(5-0) Q Route 4 DR 1.0490 25.30 9.39 120 0.200961 0'-6 5-0 5-6 Pf Pe Pv 1.101 -0.208 116 52 39'-6 40'-0 25.30 5.6 20.404 21.297 Sprinkler, T(5'-0) v Route 5 DR 1.0490 27.26 10.12 120 0.230836 10'-4'/2 6'-0 16'-4% Pf Pe Pv 3.777 -0.208 113 47 39'-6 40'-0 27.26 5.6 23.702 27.272 Sprinkler, 3E(2'-0) BL 1.0490 55.87 20.74 120 0.870509 7'-9 7'-9 Pf Pe Pv 6.760 47 44 40'-0 40'-0 28.61 27.272 34.031 Flow (q) from Route 8 BL 1.3800 87.82 18.84 120 0.528525 8'-3 8'-3 Pf Pe Pv 4.370 44 39 40'-0 40'-0 31.95 34.031 38.402 Flow (q) from Route 14 BL 1.6100 121.75 19.19 120 0.456584 4'-3 8'-0 12'-3 Pf Pe Pv 5.590 39 33 40'-0 40'-0 33.93 38.402 43.992 Flow (q) from Route 18 PO(8'-0) CM 3.2600 184.30 7.08 120 0.031660 10'-4% 10'-4% Pf Pe Pv 0.328 33 31 40'-0 40'-0 62.55 43.992 44.320 Flow (q) from Route 11 w Route 6 DR 1.0490 28.15 10.45 120 0.244973 0'-6 5-0 5-6 Pf Pe Pv 1.342 -0.208 115 51 39'-6 40'-0 28.15 5.6 25.275 26.410 Sprinkler, T(5'-0) ea Route 7 DR 1.0490 28.35 10.52 120 0.248135 0'-6 5-0 5-6 Pf Pe Pv 1.360 -0.208 114 50 39'-6 40'-0 28.35 5.6 25.628 26.780 Sprinkler, T(5'-0) Gil, Route 8 DR 1.0490 28.61 10.62 120 0.252329 0'-6 5'-0 5'-6 Pf Pe Pv 1.383 -0.208 110 47 39'-6 40'-0 28.61 5.6 26.097 27.272 Sprinkler, T(5-0) es Route 9 DR 1.0490 29.88 11.09 120 0.273445 0'-6 5-0 5-6 Pf Pe Pv 1.498 -0.208 112 49 39'-6 40'-0 29.88 5.6 28.466 29.756 Sprinkler, T(5'-0) GO Route 10 DR 1.0490 30.18 11.20 120 0.278647 0'-6 5-0 5-6 Pf Pe Pv 1.527 -0.208 111 48 39'-6 40'-0 30.18 5.6 29.051 30.370 Sprinkler, T(5-0) ow Route 11 DR 1.0490 30.59 11.36 120 0.285604 9'-6'/2 6'-0 15'-6% Pf Pe Pv 4.440 -0.208 107 41 39'-6 40'-0 30.59 5.6 29.836 34.068 Sprinkler, 3E(2'-0) BL 1.0490 62.55 23.22 120 1.072812 4'-2Y2 5-0 5-2'% Pf Pe Pv 9.889 41 34 40'-0 40'-0 31.96 34.068 43.957 Flow (q) from Route 15 P0(5'-0) CM 3.2600 62.55 2.40 120 0.004289 8'-2 8'-2 Pf Pe Pv 0.035 34 33 40'-0 40'-0 43.957 43.992 es Route 12 DR 1.0490 31.31 11.62 120 0.298187 0'-6 5'-0 5'-6 Pf Pe Pv 1.634 -0.208 109 46 39'-6 40'-0 31.31 5.6 31.260 32.686 Sprinkler, T(5'-0) eat Route 13 DR 1.0490 31.62 11.74 120 0.303626 0'-6 5-0 5-6 Pf Pe Pv 1.664 -0.208 108 45 39'-6 40'-0 31.62 5.6 31.877 33.333 Sprinkler, T(5-0) �1 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 4/17/2019 6:29:57AM Page 7 rau lc ,nalyJ j Job Number: 1 Report Description: Ordinary Grouo II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Gil Route 14 DR 10490 31.95 11.86 120 0.309494 0'-6 5-0 5-6 Pf 1.696 Pe -0.208 Pv 106 39'-6 31.95 5.6 32.543 Sprinkler, 44 40'-0 34.031 T(5-0) ar Route 15 DR 10490 31.96 11.87 120 0.309802 0'-6 5'-0 5'-6 Pf 1.697 Pe -0.208 Pv 103 39'-6 31.96 5.6 32.578 Sprinkler, 41 40'-0 34.068 T(5'-0) GO Route 16 DR 10490 33.35 12.38 120 0.335131 0'-6 5-0 5'-6 Pf 1.836 Pe -0.208 Pv 105 39'-6 33.35 5.6 35.467 Sprinkler, 43 40'-0 37.096 T(5'-0) GI. Route 17 DR 10490 33.72 12.52 120 0.342100 0'-6 5'-0 5'-6 Pf 1.874 Pe -0.208 Pv 104 39'-6 33.72 5.6 36.265 Sprinkler, 42 40'-0 37.932 T(5-0) G Route 18 DR 10490 33.93 12.60 120 0.346011 0'-6 5-0 5-6 Pf 1.896 Pe -0.208 Pv 102 39'-6 33.93 5.6 36.714 Sprinkler, 39 40'-0 38.402 T(5-0) co Route 19 DR 10490 34.32 12.74 120 0.353466 0'-6 5-0 5-6 Pf 1.937 Pe -0.208 Pv 101 39'-6 34.32 5.6 37.570 Sprinkler, 37 40'-0 39.299 T(5'-0) Gb Route 20 DR 10490 34.67 12.87 120 0.360121 0'-6 5'-0 5'-6 Pf 1.973 Pe -0.208 Pv 100 39'-6 34.67 5.6 38.335 Sprinkler, 36 40'-0 40.100 T(5'-0) Equivalent Pipe,Lengths of Valves'and Fittings (Cx1'20 only) r¢ .:t x. \ CxValue Multipliers Actual Inside Diameter 4.87( Value Of C Multiplying Factor 100 130 140 150 0.713 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter ) = Factor cs, ©M.E.P.CAD, Inc. itaAutoSPRINK 2018 v14.3.10.0 4/17/2019 6:29:57AM Page 8 HydrauhceAnalysi Job Number: 1 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary iPeType Legend, lnits Leger Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaiV BFP BV C cplg Cr CV De1V DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT g GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PrV PRV red S sCV SFx Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11'/s° Elbow 22'/° Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Relief Valve Pressure Reducing Valve Reducer/Adapter Supply Swing Check Valve Seismic Flex Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap �+ © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 4/17/2019 6:29:57AM Page 9 111 =wow gt,t res:y FIow4Diagrama(To 4y eyw)A Job Number: 1 Report Description: Ordinary Group II ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 4/17/2019 6:30:OOAM Page 10 Hydraulic'Overview Job Number: 1 - north building Report Description: Ordinary Group II Soa .�. .�_�.�.. F"�.-;; -ati';• kY �a t a"rY i�k'.vv` + z 3 i��',di; Ni "e i s .S '* .r Job Number 1 Design Engineer N RODEWALD Jab Name: UHAUL SOUTH TOWER PMS FAX Address 1 State CediicationiLkxnse Number Address 2 AHJ Address 3 Job Site/Building S StEn1 Densly 0.20gpm/ft2 Area at Application 1500ft2 (Actual 1564ft2) Most Demanding Sprinkler Data 5.6 K -Factor 24.00 at 18.367 Hone Slreame 250.00 Coverage Per Spdnlder 120ft2 Number Of SpdnMena Calculated 13 SystemPreuure Demand 67.866 System Flow Demand 390.43 Total Demand 640.43 @ 67.866 Pressure Result +70.390 (50.9%) Supplies" ... , �, ,.:.: _ x ,�. b z °_s i Check;Pomt;Gauges� .... .... ,�`� Node Name Flow(eoml Hose Flow(opm) Static(psil Residual(psi) Identifier Pressure(psilK-Factor(K) Flow(opml 1 Water Supply 2349.00 250.00 150.000 20.000 _I 5- -o /3 A q.x.s---- -2019 *.- 43002 oma: 4,ISTE E1/4s, 4tSS �G� Et - ullaul i d iai—.cad . ;` : , , ' I K Wa'Ai iipply atrNodeel":2349 00, 250 b0 t150 000;520 000) w. -ire _--;` ; , All 111il II II1� �MI:1 Pressure, psi 8 8 8 8 8 8 8 8 0 `e I111111111'1111FIllll i1111Iitlllilll 11111 111111 11 l�l I11111II�11111111II IIII CI111�1IICIIIII) UIIEIIII �I11 Static Pressure 150.000 / m 390.43 @ 67.866 It 1- M 640.43 with hose streams gr 1 X System demand curve �h 349 00 @ 20.000 immIIIIILIII II III) 111111 rut 11 111111 111 111111 1 1 1 1 1 1 1 1 1 1 1 1 ) 1 1 1 1 1 1 1 1 a°935018°° 2250 2700 3150 3600 4050 4500 Water flow, gpm (1 ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 4/17/2019 6:28:48AM Page 1 Job Number: 1 - north building Report Description: Ordinary GrouD II = z s Job Number 1 Design Engineer N RODEWALD Job Name: UHAUL SOUTH TOWER State Certification/License Number Address 1 AHJ Address 2 Job Site/Building Address 3 Drawing Name uhaul 2nd floor.cad Systemff, ... RemoteArea(s), , .._ Most Demanding Sprinkler Data 5.6 K -Factor 24.00 at 18.367 Occupancy Ordinary Group II Job Sufi north building Hose Allowance At Source 250.00 Density 0.20gpm/ft2 Area of Application 1500ft2 (Actual 1564f2) Additional Hose Supplies Node Flow(aDm) Number Of Sprinklers Calculated 13 Coverage Per Sprinkler 120ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 250.00 System Row Demand 390.43 Total Water Required (Including Hose Allowance) 640.43 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 23.22 between nodes 26 and 27 Maximum Velocity Under Ground 4.04 between nodes 4 and 3 Volume capacity of Wet Pipes 5989.87ga1 Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) @ (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 250.00 150.000 20.000 2349.00 138.257 640.43 67.866 70.390 Contractor Contractor Number Contact Name Contact Tile Name of Contractor: Phone Extension Address 1 FAX Address 2 E-mail Address 3 Web -Site ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 4/17/2019 6:28:51AM Page 2 EiE raulicGrap Job Number: 1 - north building Water Supply at Node 1 7M Pressure, psi IN 1111111111111111111111111111111111111111111111111 11111 II II11 111 III,, 11I1I 111111111111111111111.111 Static Pressure 150.000 390.43 640.43 @ 67.866 with hose streams l• System demand curve .00 @ 20.000 NIIIIIIIIII Innllll I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I 1 1 1 1 0450 900 1350 1800 2250 2700 3150 3600 4050 4500 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static: Pressure 150.000 Residual: Pressure 20.000 @ 2349.00 Available Pressure at Time of Test 138.257 @ 640.43 System Demand 67.866 @ 390.43 Syslem Demand (Including Hose Aber n e el Source) 67.866 @ 640.43 ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 4/17/2019 6:28:53AM Page 3 ummar owl ng ue' Job Number: 1 - north building Report Description: Ordinary Group II Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 304 34.32 24.00 5.6 37.570 Sprinkler 306 33.35 24.00 5.6 35.467 Sprinkler 308 31.31 24.00 5.6 31.260 Sprinkler 309 29.88 24.00 5.6 28.466 Sprinkler 310 33.93 24.00 5.6 36.714 Sprinkler 312 28.15 24.00 5.6 25.275 Sprinkler 313 31.95 24.00 5.6 32.543 Sprinkler 314 28.61 24.00 5.6 26.097 Sprinkler 315 25.12 24.00 5.6 20.115 Sprinkler 316 31.96 24.00 5.6 32.578 b Sprinkler 317 24.00 24.00 5.6 18.367 Sprinkler 318 27.26 24.00 5.6 23.702 Sprinkler 319 30.59 24.00 5.6 29.836 b Most Demanding Sprinkler Data ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 4/17/2019 6:28:59AM Page 4 Node nalys, Job Number: 1 - north building Report Description: Ordinary Group II Node Elevation(Foot) 1 Fittings Pressure(psi) Discharge(gpm) 1 0'-5% S 67.866 390.43 304 39'-6 Spr(-37.570) 37.570 34.32 306 39'-6 Spr(-35.467) Spr(-31.260) 35.467 31.260 33.35 31.31 308 39'-6 309 39'-6 Spr(-28.466) 28.466 29.88 310 39'-6 Spr(-36.714) 36.714 33.93 312 39'-6 Spr(-25.275) 25.275 28.15 313 39'-6 Spr(-32.543) 32.543 31.95 314 39'-6 Spr(-26.097) 26.097 28.61 315 39'-6 Spr(-20.115) Spr(-32.578) 20.115 32.578 25.12 31.96 316 39'-6 317 39'-6 Spr(-18.367) 18.367 24.00 318 39'-6 Spr(-23.702) 23.702 27.26 319 39'-6 Spr(-29.836) 29.836 30.59 2 26'-7'% E(17'-7) 55.416 3 40'-0 E(17'-7) 49.402 4 37'-0 T(47'-3%) 50.781 5 7-6'/2 BV(14'-1) 64.068 6 40'-0 48.342 11 40'-0 44.769 13 40'-0 PO(10'-0) 44.320 14 40'-0 T(5'-0) 39.299 16 40'-0 T(5'-0) 37.096 18 40'-0 T(5'-0) 32.686 19 40'-0 PO(8'-0) 43.992 20 40'-0 T(5'-0) 29.756 21 40'-0 T(5'-0) 38.402 22 40'-0 T(5'-0) 26.410 23 40'-0 T(5'-0) 34.031 24 40'-0 T(5'-0) 27.272 25 40'-0 T(5'-0) 20.994 26 40'-0 PO(5'-0) 43.957 27 40'-0 T(5'-0) 34.068 (Aj ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 4/17/2019 6:29:OOAM Page 5 ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 4/17/2019 6:29:02AM Page 6 . Hydraulic Analysis Job Number 1 - north building Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Route 1 DR 1.0490 24.00 8.91 120 0.182334 9'-6'h 6-0 15'-6'% Pf 2.834 Pe -0.208 Pv 317 39'-6 24.00 5.6 18.367 Sprinkler, 25 40'-0 20.994 3E(2'-0) BL 1.0490 49.12 18.23 120 0.685862 7-11 7'-11 Pf 5.416 Pe Pv 25 40'-0 25.12 20.994 Flow (q) from Route 2 22 40'-0 26.410 BL 1.3800 77.27 16.57 120 0.417117 8'-0'h 8'-0'% Pf 3.346 Pe Pv 22 40'-0 28.15 26.410 Flow (q) from Route 4 20 40'-0 29.756 BL 1.6100 107.15 16.89 120 0.360476 8'-1'h 8'-11/2 Pf 2.930 Pe Pv 20 40'-0 29.88 29.756 Flow (q) from Route 6 18 40'-0 32.686 BL 1.6100 138.46 21.82 120 0.579222 7-7% 7'-7'A Pf 4.410 Pe Pv 18 40'-0 31.31 32.686 Flow (q) from Route 8 16 40'-0 37.096 BL 2.0670 171.81 16.43 120 0.255725 8'-7% 8'-7'% Pf 2.203 Pe Pv 16 40'-0 33.35 37.096 Flow (q) from Route 11 14 40'-0 39.299 BL 2.0670 206.13 19.71 120 0.358192 4'-0 10'-0 14'-0 Pf 5.021 Pe Pv 14 40'-0 34.32 39.299 Flow (q) from Route 13 13 40'-0 44.320 PO(10'-0) CM 3.2600 390.43 15.01 120 0.126954 3'-6'h 3'-6'% Pf 0.449 Pe Pv 13 40'-0 184.30 44.320 Flow (q) from Route 3 11 40'-0 44.769 CM 4.2600 390.43 8.79 120 0.034498 103'-6'% 103'-6'h Pf 3.573 Pe Pv 11 40'-0 44.769 6 40'-0 48.342 CM 6.3570 390.43 3.95 120 0.004911 143'-1'h 72'-11 216'-0'/2 Pf 1.061 Pe Pv 6 40'-0 48.342 3 40'-0 49.402 T(37 -8'h), 2E(17'-7) UG 6.2800 390.43 4.04 140 0.003918 3'-0 15'-9 18'-9 Pf 0.074 Pe 1.305 Pv 3 40'-0 49.402 4 37'-0 50.781 BV(15'-9) FR 6.3570 390.43 3.95 120 0.004911 10'-4'% 17-7 27-11'/2 Pf 0.137 Pe 4.498 Pv 4 37-0 50.781 2 26-7% 55.416 E(1T-7) CM 8.2490 390.43 2.34 120 0.001381 70'-8'/2 203'-2'h 273'-11 Pf 0.378 Pe 8.273 Pv 2 26-7% 55.416 5 7'-6% 64.068 7E(21'-1'%), T(41'-1'%), BV(14'-1 UG 8.3900 390.43 2.27 140 0.000956 394'-0 291'-9'h 685'-9% Pf 0.740 Pe 3.058 Pv 5 7'-6% 64.068 1 0'-5'h 67.866 3T(59'-4%), E(30'-61/2), CV(76'-4 ), PIV(6'-9'h), BFP(-0.085), S 250.00 Hose Allowance At Source 1 640.43 GO Route 2 DR 1.0490 25.12 9.32 120 0.198326 0'-6' 5'-0 5'-6 Pf 1.087 Pe -0.208 Pv 315 39'-6 25.12 5.6 20.115 Sprinkler, 25 40'-0 20.994 T(5'-0) v Route 3 DR 1.0490 27.26 10.12 120 0.230836 10'-4'16 6'-0 16-4'/ Pf 3.777 Pe -0.208 Pv 318 39'-6 27.26 5.6 23.702 Sprinkler, 24 40'-0 27.272 3E(2'-0) BL 1.0490 55.87 20.74 120 0.870509 7-9 7'-9 Pf 6.760 Pe Pv 24 40'-0 28.61 27.272 Flow (q) from Route 5 23 40'-0 34.031 BL 1.3800 87.82 18.84 120 0.528525 8'-3 8'-3 Pf 4.370 Pe Pv 23 40'-0 31.95 34.031 Flow (q) from Route 9 21 40'-0 38.402 BL 1.6100 121.75 19.19 120 0.456584 4'-3 8'-0 12'-3 Pf 5.590 Pe Pv 21 40'-0 33.93 38.402 Flow (q) from Route 12 19 40'-0 43.992 PO(8'-0) CM 3.2600 184.30 7.08 120 0.031660 10'-416 10'-4'16 Pf 0.328 Pe Pv 19 40'-0 62.55 43.992 Flow (q) from Route 7A 13 40'-0 44.320 ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 4/17/2019 6:29:02AM Page 6 115 rauijc 4`f18sIS Job Number: 1 - north building Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream v Route 4 DR 1.0490 28.15 10.45 120 0.244973 0'-6 5'-0 5'-6 Pf 1.342 Pe -0.208 Pv 312 39'-6 28.15 5.6 25.275 Sprinkler, 22 40'-0 26.410 T(5'-0) as Route 5 DR 1.0490 28.61 10.62 120 0.252329 0'-6 5'-0 5'-6 Pf 1.383 Pe -0.208 Pv 314 39'-6 28.61 5.6 26.097 Sprinkler, 24 40'-0 27.272 T(5-0) OP Route 6 DR 1.0490 29.88 11.09 120 0.273445 0'-6 5'-0 5'-6 Pf 1.498 Pe -0.208 Pv 309 39'-6 29.88 5.6 28.466 Sprinkler, 20 40'-0 29.756 T(5'-0) GIP Route 7 DR 1.0490 30.59 11.36 120 0.285604 9'-6'% 6'-0 15'-6'% Pf 4.440 Pe -0.208 Pv 319 39'-6 30.59 5.6 29.836 Sprinkler, 27 40'-0 34.068 3E(2'-0) BL 1.0490 62.55 23.22 120 1.072812 4'-2'/: 5'-0 9'-2% Pf 9.889 Pe Pv 27 40'-0 31.96 34.068 Flow (q) from Route 10 26 40'-0 43.957 PO(5'-0) CM 3.2600 62.55 2.40 120 0.004289 8'-2 8'-2 Pf 0.035 Pe Pv 26 40'-0 43.957 19 40'-0 43.992 Gi Route 8 DR 1.0490 31.31 11.62 120 0.298187 0'-6 5'-0 5'-6 Pf 1.634 Pe -0.208 Pv 308 39'-6 31.31 5.6 31.260 Sprinkler, 18 40'-0 32.686 T(5'-0) GB Route 9 DR 1.0490 31.95 11.86 120 0.309494 0'-6 5'-0 5'-6 Pf 1.696 Pe -0.208 Pv 313 39'-6 31.95 5.6 32.543 Sprinkler, 23 40'-0 34.031 T(5'-0) ws Route 10 DR 10490 31.96 11.87 120 0.309802 0'-6 5'-0 5'-6 Pf 1.697 Pe -0.208 Pv 316 39'-6 31.96 5.6 32.578 Sprinkler, 27 40'-0 34.068 T(5'-0) v Route 11 DR 10490 33.35 12.38 120 0.335131 0'-6 5'-0 5'-6 Pf 1.836 Pe -0.208 Pv 306 39'-6 33.35 5.6 35.467 Sprinkler, 16 40'-0 37.096 T(5'-0) GO Route 12 DR 10490 33.93 12.60 120 0.346011 0'-6 5'-0 5'-6 Pf 1.896 Pe -0.208 Pv 310 39'-6 33.93 5.6 36.714 Sprinkler, 21 40'-0 38.402 T(5'-0) v Route 13 DR 10490 34.32 12.74 120 0.353466 0'-6 5'-0 5'-6 Pf 1.937 Pe -0.208 Pv 304 39'-6 34.32 5.6 37.570 Sprinkler, 14 40'-0 39.299 T(5'-0) Equivalent,PpkLengtfis'of Valves;and Fittings (0120 only) a_ C Value.Multiplert , Actual Inside Diameter 4'87 Value Of C Multiplying Factor 100 130 140 150 0.713 1.16 1.33 1.51 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor (. ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 4/17/2019 6:29:02AM Page 7 Job Number: 1 - north building Report Description: Ordinary Group II Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity HWC K -Factor Pt Pn Friction Loss Fittings Length Eq. Length Total Length Pressure Summary Pipe Type Legend Units Legend, .: vigsEL`egen� AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeiV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11%° Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 4/17/2019 6:29:02AM Page 8 la ram iew Job Number: 1 - north building Report Description: Ordinary Group II 06, © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 4/17/2019 6:29:05AM Page 9 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 368380 Project: Address: Client: CONSTRUCTION INSPECTION REPORT U -Haul Moving and Storage of Duwamish 2925 South 112th Street, Tukwila U -Haul Corporation Permit Number: Job Number: Client Address: 18-1025 2727 N Central Avenue, Phoenix, AZ Inspections Performed Steel Decking Structural Steel Fabrication Structural Steel Erection Other (specify): Schmidt Hammer Testing Inspector and Date Remarks Dwayne Helgeson Onsite to perform testing of existing column strength using the Schmidt Hammer rebound test method. ORA 7053 hammer was used. Area tested was open air parking garage. Ambient temperature was 41°F. 50 columns tested at grids 19/K -Q (7), 17/G.8 -M (5), 16/K -T (10), 15/M -T (8), 12.8 and 13/M -R (12), and 18/K -R (8). Recordings for all columns were 48 to 50 which is approximately 4800-5000 psi. Work in Progress 12/5/2018 Copies to: X Client Engineer Owner Contractor Architect X Building Dept. Others Technical Responsibility: RECEIVED CITY OF TUKWILA DEC 2 4 2018 PERMIT CENTER sen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN -63-05 (Rev 10/10) May 20, 2019 City of Tukwila Department of Community Development NICK CHAVEZ 2727 N CENTRAL AVE PHOENIX, AZ 85004 RE: Correction Letter # 3 DEVELOPMENT Permit Application Number D18-0239 U -HAUL - 2925 S 112 ST Dear NICK CHAVEZ, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) ** Please respond to buildings review questions below. [1. In the response to item #2 it is indicated repurposing the existing area. It also shows chain link fencing to enclose that area. Please be more specific and provide the specific details for the fencing installation. Show exit gates to comply with emergency exiting. Show how the fencing is seismically anchored top and bottom and indicate the height. Please be specific of any other additions or alterations with specifications or details.] Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other -documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Sincerely, ---YD,tie ,141 Bill Rambo Permit Technician File No. D18-0239 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 .•••••.. :••••••• ' ••••••' COSCO Fire Protection FIRE PROTECTION ANO LIFE SAFETY SPECIALISTS License Na: COSCOPPIIONM WASHINGTON OFFICE Tuesday, April 16, 2019 To: City of Tukwila Fire Department Attn: Fire Plans Examiner- Al Metzler Project: U -Haul 2925 S 112th ST Correction letter # 1 response; 1) The previous use of this building was offices. It is assumed the existing fire sprinkler density throughout is light hazard as would be appropriate for the use and approved under King County as the building was later annexed into the City of Tukwila. The proposed use of the building is now for storage. Provide a technical report from a Washington State Licensed Fire Protection Engineer (FPE) which addresses the adequacy of the existing fire sprinkler system to protect the proposed use and what, if any modification would be required. After review of the As -built drawings it is noted that the existing system in the proposed space was designed to meet a pipe scheduled Ordinary Hazard occupancy. A scanned copy of the As -built drawings are attached for reference. I have clouded the page indicating the design criteria. Max spacing on the existing sprinkler heads is less 130sq ft. The proposed layout would require minimal changes to the existing system, to include but not limited to; relocating sprinklers once walls are removed to insure spacing requirements. Based on the information provided regarding the U -Haul facility this would be miscellaneous storage of class I through class IV commodities up to 12ft in height. The design curve would be OH2 .20 GPM/ 1500 SQ FT. CORRECTION REcENER CITY OF U KWILA MAY 06 2019 b1 02 37 PERMIT CENTER 4308 South 131St Place Telephone: (206) 438-3360 Tukwila, Washington 98168 Facsimile: (206) 438-3356 O'Neal and Associates, Inc. joneal@fiberpipe.net 1 May 2019 Dan Hogfoss Cosco Fire Protection 4308 South 131St Place Tukwila, WA 98168 Tel; 206-438-3360 CC; City of Tukwila Fire Department, Al Metzer (Plans Examiner) Tel: 208-863-9772 Ref; Hydraulic analysis, 2nd floor North and South Tower, for U -Haul located at 2925 S 112th Street, Tukwila, WA. 98168 Dan; I have reviewed the design drawings and hydraulic calculations provided for the U -Haul facility in Tukwila, Washington. The design drawings are scanned as -built drawings from the original installation, which was a pipe schedule wet system with a maximum sprinler head spacing of 130 square feet. The original design was for an Ordinary Hazard protection level. The design drawings and hydraulic calculations provided show that the system design does meet the criteria for a hydraulically designed Ordinary Hazard Group II wet pipe fire sprinkler system. Based on this, NFPA 13 (2013 and 2016) Table 13,2,1 (Discharge Criteria for Miscellaneous Storage Up to 12 feet (3.7 m) in Height) allows for solid -piled, palletized, bin box, shelf, rack, and back-to-back shelf storage of Class I through Class IV commodities up to 12 foot in height. If I can be of further assistance pleas et me know. Page 1 of 1 I ECEiVE i CITY OF UKWILA MAY 06 2019 PERMIT CENTER April 10, 2019 City of i'ukwila Department of Community Development NICK CHAVEZ 2727 N CENTRAL AVE PHOENIX, AZ 85004 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D18-0239 U -HAUL - 2925 S 112 -ST Dear NICK CHAVEZ, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - C DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. In the response to item #2 it is indicated repurposing the existing area. It also shows chain link fencing to enclose that area. Please be more specific and provide the specific details for the fencing installation. Show exit gates to comply with emergency exiting. Show how the fencing is seismically anchored top and bottom and indicate the height. Please be specific of any other additions or alterations with specifications or details. Note: Contingent on response to these corrections, further plan review may request for additional corrections. FIRE - C DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • The previous correction required a technical report from a Washington State Licensed Fire Protection Engineer (FPE). A report was submitted from Cosco Fire Protection by someone who is not an FPE. The report also did not include hydraulic calculations needed to verify the minimum required sprinkler density. Please provide a technical report, complete with hydraulic calculations from a licensed FPE. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 �1 fl Please address the comments above _ an itemized format with applicable revised plait specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Ja�ael'Salazar Permit Technician File No. D18-0239 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 AMERCO. REAL ESTATE CO PANY FACILITIES & CONSTRUCTION DEPARTMENT AMERCO REAL ESTATE COMPANY • 2727 N. CENTRAL AVE. • PHOENIX, AZ 85004 PHONE: (602) 263-6502 January 7, 2019 City of Tukwila Department of Community Development Attn: Allen Johannessen, Al Metzler 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 RE: Plan Review Comments for U -Haul of Duwamish at 2925 S. 112t' St., Tukwila, WA 98168. Permit Application Number D18-0239. The following is U -Haul's response to the city review comments dated August 21, 2018. The numbering of the response below is associated with the comment sheet provided. Response to Building comments: 1. The plan shall require more specific information or clarification. Specify what the previous use was before U -HAUL. Indicate change of use on the plan. Provide a previous floor plan and indicate all if any changes are made from the previous use. Comment noted. The previous use for the area of the permit was vehicle parking for an office structure. The proposed use for the area in permit is S-1 storage use. 2. Provide specific details for all alterations as they apply for the new tenant and clearly show where those, if any, alterations occurred. Comment noted. There are to be no alterations to the current existing conditions, only repurposing the area for S-1 storage use, this permit. 3. The warehouse indicates U -Boxes. For clarification, specify sizes with height dimensions and what method is used where other boxes in back are accessed. One concern here is to ensure egress aisles are maintained. Indicate if any storage racks shall be installed. Rack storage shall be a separate permit if applicable. Comment noted. The storage containers are 5'Wx5'Dx7'H. The units will not be stacked. There is no rack storage. 4. In addition to the egress plan, emergency illumination shall be provided along the designated common paths of egress and shall have at least an average 1 foot-candle and a minimum at any point of 0.1 -foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required at exterior landings or exit discharge doorways where two or more exits are required. Show exit signs and specify emergency illumination provided per code. Clearly specify or show egress paths with emergency illumination. Those designated paths shall be measured with light meters on inspection. (IBC 107.2.3 & Section 1008). Comment noted. Lighting photometrics have been added to the plan set. 5. On the site plan identify or cloud the building where this tenant is located. Comment noted. Site plan has been revised to provide clarity of permit area location. 6. On the cover sheet governing codes, revise electrical codes to reference 2017 NEC and accessibility codes shall refer to ICC/ANSI A117.1-2009. Comment noted. Governing Building Codes have been revised. See revised T1.1. RECEIVED CORRECTIONler0231 CITY OF TUKWILA LTR ft'v frraiin. MAR 0 7 .119 PERMIT CENTER 1 o Note: Contingent on response to these corrections, further plan review may request for additional corrections. Response to Fire comments: 1. The previous use of this building was offices. It is assumed the existing fire sprinkler density throughout is light- hazard as would be appropriate for the use and approved under King County as the building was later annexed in to the City of Tukwila. The proposed use of the building is now for storage. Comment noted. Proposed used is S-1. 2. Provide a technical report from a Washington State Licensed Fire Protection Engineer (FPE) which addresses the adequacy of the existing fire sprinkler system to protect the proposed use and what, if any modifications would be required. Comment noted. Local UHI Representative to procure required FPE report for review. See below FPE Report. If you have any questions or need additional information regarding this response, the revised drawings, and/or calculations, please contact me. Sincerely, Nick Chavez Page 2 of 2 701072_COMMENT RESPONSE R1.DOC .••ll•., ••tel••. '•R•/••' C costo Fire Protection FIRE PROTECTION ANC LtrE SAFETY SPECEALISTS License No: COSCOFPtUONM WASHINGTON OFFICE Thursday, February 14, 2019 To: City of Tukwila Fire Department Attn: Fire Plans Examiner- Al Metzler Project: U -Haul 2925 S 112`h ST Correction letter # 1 response; 1) The previous use of this building was offices. It is assumed the existing fire sprinkler density throughout is light hazard as would be appropriate for the use and approved under King County as the building was later annexed into the City of Tukwila. The proposed use of the building is now for storage. Provide a technical report from a Washington State Licensed Fire Protection Engineer (FPE) which addresses the adequacy of the existing fire sprinkler system to protect the proposed use and what, if any modification would be required. After review of the As -built drawings it is noted that the existing system in the proposed space was designed to meet a pipe scheduled Ordinary Hazard occupancy. A scanned copy of the As -built drawings are attached for reference. I have clouded the page indicating the design criteria. Max spacing on the existing sprinkler heads is less 130sq ft. The proposed layout would require minimal changes to the existing system, to include but not limited to; relocating sprinklers once walls are removed to insure spacing requirements. Based on the information provided regarding the U -Haul facility this would be miscellaneous storage of class I through class IV commodities up to 12ft in height. The design curve would be OH2 .20 GPM/ 1500 SQ FT. Sincerely, Dan R. Hogfoss, NICET #: 121 177 Design Manager Cosco Fire Protection, Inc. 206-438-3381 CORRECTION LTR# RECEIVED CITY OF TUKWILA MAR 07 2019 PERMIT CENTER WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Daniel Ray Hogfoss 2125-0314-C Level 3 Cosco Fire Protection, Inc. COSCOFP110NM q Signature Date 4308 South 131st Place Telephone: (206) 438-3360 Tukwila, Washington 98168 Facsimile: (206) 438-3356 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director February 13, 2019 Nick Chavez 2727 N Central Ave Phoenix, AZ 85004 RE: Request for Application Extension #1 Permit Number D18-0239 Dear Mr. Chavez, This letter is in response to your written request for an extension to application number D18-0239. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through August 2, 2019. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Ja77e1 Salazar Permit Technician File: Permit No. D18-0239 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov AMERCb REAL ESTATE COMPANY FACILITIES & CONSTRUCTION DEPARTMENT AMERCO REAL ESTATE COMPANY • 2727 N. CENTRAL AVE. • PHOENIX, AZ 85004 PHONE: (602) 263-6502 • FAX: (602) 277-1026 January 16, 2019 City of Tukwila - Department of Community Development Attn: Jerry Hight - Building Official, Bill Rambo, Permit Technician 6300 Southcenter Blvd. Ste. 100 Tukwila, WA 98188 RE: Request for Application Extension for U -Haul of Duwamish at 2925 S. 112th St., Tukwila, WA 98168. Permit Application Number D18-0239 Mr. Jerry Hight, This Letter is in response to the Letter received from Bill Rambo with the City of Tukwila, WA regarding the permit application D18-0239, dated 1/02/2019. The current status of the application Comment Response is in progress; the application is due to expire on 02/02/2019. U -Haul is working on resolving the issues brought up in the review comments, however some of the items are still being procured. The FPE report regarding the fire sprinklers is currently being procured by a licensed FPE who is working the local U -Haul Representative. All items will be responded to in a forthcoming resubmittal. Please accept this Letter as a formal request for extension. Let me know if you need any additional information from me. Sincerely, Nic Chavez CProject Coordinator/Drafter Request for Extension # 1 Current E: --)iration Date: Extension ? equest: Approved for fid days Denied (provide explanation Signature/, iitials ( RECEIVED CITY OF TUKWILA JAN 2 2 2019 PERMIT CENTER AMERCO® REAL ESTATE COMPANY FACILITIES & CONSTRUCTION DEPARTMENT AMERCO REAL ESTATE COMPANY • 2727 N. CENTRAL AVE. • PHOENIX, AZ 85004 PHONE: (602) 263-6502 • FAX: (602) 277-1026 January 16, 2019 City of Tukwila - Department of Community Development Attn: Jerry Hight - Building Official, Bill Rambo, Permit Technician 6300 Southcenter Blvd. Ste. 100 Tukwila, WA 98188 RE: Owner's Representative/Applicant Change for U -Haul of Duwamish at 2925 S. 112th St., Tukwila, WA 98168. Permit Application Number D18-0239 Mr. Jerry Hight: I, Tom Casey, Vice -President of AMERCO Real Estate Company, authorize Nick Chavez to act on behalf of AMERCO Real Estate Company as an authorized agent/representative for the City of Tukwila, WA for filings, permits, and any other subsequent actions required by the City of Tukwila - Department of Community Development. Sincerely, Tom Casey Vice -President frAihrfrkhet---, Dhoz39 RECEIVED CITY OF TUKWILA. JAN 2 2 2019 PERMIT CENTER 1/2/2019 City of Tukwila Department of Community Development DAVID POLLOCK 2727 N CENTRAL AVE PHOENIX, AZ 85004 RE: Permit Application No. D18-0239 U -HAUL 2925 S 112 ST Dear DAVID POLLOCK, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 8/2/2018, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of COMMENTS OUT and is due to expire on 2/2/2019. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D18-0239 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 August 21, 2018 City of Tukwila Department of Community Development DAVID POLLOCK 2727 N CENTRAL AVE PHOENIX, AZ 85004 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0239 U -HAUL - 2925 S 112 ST Dear DAVID POLLOCK, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. The plan shall require more specific information or clarification. Specify what the previous use was before U - HAUL. Indicate change of use on the plan. Provide a previous floor plan and indicate all if any changes are made from the previous use. 2. Provide specific details for all alterations as they apply for the new tenant and clearly show where those, if any, alterations occurred. 3. The warehouse indicates U -Boxes. For clarification, specify sizes with height dimensions and what method is used where other boxes in back are accessed. One concern here is to ensure egress aisles are maintained. Indicate if any storage racks shall be installed. Rack storage shall be a separate permit if applicable. 4. In addition to the egress plan, emergency illumination shall be provided along the designated common paths of egress and shall have at least an average 1 foot-candle and a minimum at any point of 0.1 -foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required at exterior landings or exit discharge doorways where two or more exits are required. Show exit signs and specify emergency illumination provided per code. Clearly specify or show egress paths with emergency illumination. Those designated paths shall be measured with light meters on inspection. (IBC 107.2.3 & Section 1008) 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 J`1 f 1 5. On the site plan identity or cloud the building where this tenant is locatea. 6. On the cover sheet governing codes, revise electrical codes to reference 2017 NEC and accessibility codes shall refer to ICC/ANSI A117.1-2009 Note: Contingent on response to these corrections, further plan review may request for additional corrections. FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • The previous use of this building was offices. It is assumed the existing fire sprinkler density throughout is light - hazard as would be appropriate for the use and approved under King County as the building was later annexed in to the City of Tukwila. The proposed use of the building is now for storage. Provide a technical report from a Washington State Licensed Fire Protection Engineer (FPE) which addresses the adequacy of the existing fire sprinkler system to protect the proposed use and what, if any modifications would be required. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. D18-0239 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ;EMIT COORD COPY (41) PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0239 PROJECT NAME: U -HAUL SITE ADDRESS: 2925 S 112 ST Original Plan Submittal X Response to Correction Letter # 3 DATE: 05/20/19 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: ,mac, s -2-H`1 Building Division up Public Works n Fire Prevention Structural n Planning Division Permit Coordinator lel PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 05/21/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 06/18/19 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 ;EMIT COORD COPY C) PLAN REVIEW/ROUTING SLIP' PERMIT NUMBER: D18-0239 DATE: 05/06/19 PROJECT NAME: U -HAUL SITE ADDRESS: 2925 S 112 ST Original Plan Submittal X Response to Correction Letter # 2 Revision # Revision # before Permit ssued after Permit [ssued DEPARTMENTS: 13uidtng Division Public Works At4 Att) C S 1-1 I Fire Prevention Structural Planning Division Permit CoorditIttor n IN "RELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 05/0`x/19 Structural Review Required REVIEWER'S INITIALS: DATE: Fl APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews[)YI (ie: Zoning Issues) DUE DATE: 06/04/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: S -? ^i Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 144 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0239 DATE: 03/07/19 PROJECT NAME: U -HAUL SITE ADDRESS: 2925 S 112 ST Original Plan Submittal X Response to Correction Letter # 1 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: ClZ VP --161 Building Division 111 Public Works ri Fire Prevention Structural Planning Division nPermit Coordinator n to PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 03/12/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 04/09/19 n n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only J f@}V .,' CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire Ping ❑ PW ❑ Staff Initials: 12/18/2013 (;ERMIT COORD COPY PLAN REVIEW/ROUTING SLIT' PERMIT NUMBER: D18-0239 PROJECT NAME: U -HAUL SITE ADDRESS: 2925 S 112 ST X Original Plan Submittal Response to Correction Letter # DATE: 08/02/18 before Permit Issued after Permit Issued Revision # Revision # DEPARTMENTS: C0 S"3- Building Division MP AIS J/,4 - 9 Public Works isi;(611 A )C Fire Prevention Planning Division Structural nPermit Coordinator PRELIMINARY REVIEW: Not Applicable ri (no approval/review required) REVIEWER'S INITIALS: DATE: 08/07/18 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Review Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 09/04/18 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire Ping 0 PW 0 Staff Initials: 12/18/2013 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Ci 1410 Plan Check/Permit Number: D18-0239 ❑ Response to Incomplete Letter # ® Response to Correction Letter # ❑ Revision # after Permit is Issued RECEIVED 11Revision requested by a City Building Inspector or Plans Examiner CITY OF TUKWILA ❑ Deferred Submittal # MAY 16 2019 Project Name: U -Haul Project Address: 2925 S 112 St PERMIT CENTER Contact Person: Nick Chavez Phone Number: 602-263-6502 Summary of Revision: Response to Comment #1: This fencing was installed as a result of several break-ins and trespassing incidents. It is meant as a temporary solution to deter unwanted access and to help secure our staff and customers. It is not a permanent element. Egress exiting corrected as exit door was shown incorrect. See revised A0.2. Response to Comment #2: Local U -Haul Representative to procure corrections to report. Sheet Number(s): Sheet A0.2 (R2 - 05/15/19 - Plan Review Comment Response) "Cloud" or highlight all areas of revision includin ate of rev,$ n C' Received at the City of Tukwila Permit Center by: 8 --Entered in TRAKiT on S''1 W �� C.\Users\bill•r\Desktop\Revision Submittal Form.doc Revised. August 2015 City Tufk s, Department of Community it evelopmeavt 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: htto: /vvv,iv':..=ukyv1)_f.4E li3v REVISION _ _ SIT :T•MITTAL evision submittals must be submitted in person at the Permit Center. Revisions will of be accepted through the mail, fax, etc. Date: 5) to 1 161 0 Response to Incomplete Letter # LEI Plan Check/Permit Number: D18-0239 Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner 0 Deferred Submittal # Project Name: U Haul Project Address: 2925 S 112 St Contact Person: N , 4.. IC ch 4 u c Summary of evision: Phone Number: -- (6-04, COSCO Fire Protection response letter regarding hydraulic calculations. Letter from FPE regarding hazard level. Sheets FP1.00, 1.10, 1.20 hydraulic calculations. RECEIVED CITY OF TUKWIL MAY 0 6 2019 PERMIT CENT Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: er-Entered in TRAKiT on r..... a-. 4110. Date: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http:l/www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. O Response to Incomplete Letter # Plan Check/Permit Number: D 18-0239 Response to Correction Letter # 1 O Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner O Deferred Submittal # Project Name: U -Haul Project Address: 2925 S 112 St Contact Person: Nick Chavez Phone Number: 602-263-6502 Summary of Revision: See attached Comment Response Letter R1 and revised R1 plans for response/revisions. RECEIVED_ CITY OF TUKWILA MAR 0 7 2019 PERMIT CENTER Sheet Number(s): T1.1, A1.1, PH1.1 "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: tg—Entered in TRAKiT on C:\Users\bill-r\Desktop\Revision Submittal Form.doc Revised: August 2015 CITY (.,FruicwiLA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 E-mail: tukplanoci.tukwila.wa.us Permit Center/Building Division 206 431-3670 Public Works Department 206 433-0179 Planning Division 206 431-3670 AFFIDAVIT Ili LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) COUNTY OF KING ) ss. [please print name] , states as follows: PERMIT NO: 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number 11 and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have u der state law in any decision to engage an unregistered contractor to perform construction work. Owner/0 er' gent* Sign d and sworn tobefore me this tel. day of �U' u\� , 201°1 . NOTARY PUBL Residing at Name as commissioned: My commission expires: e of Washington , County (/ 18.27.090 Exemptions. Th.P registration provisions of this C i 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under. chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed chapter do not apyl-ito: by a registerea Lontractor; — 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; _ l An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. An entity who held`:a valid electrical contractor's license under chapter;9.28 RCW tTi t employs a certified journeyman electrietati4t'itifie'd'Osidential specialty electrician, or an electrical trainee rneeting the requirements of chapter 19.28,RCW to]perform plumbing work that is incidentally, directly; and immediately appropriate to the like'in=kind replacementof a household appliance or other small hou"sehold utilization equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. • Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions.