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HomeMy WebLinkAboutPermit D18-0167 - HOLADAY PARKS - LOADING DOCK AWNINGHOLADAY PARKS, INC 4650 S 134 PL D18-0167 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 2616600030 Permit Number: D18-0167 4650 S 134TH PL Project Name: HOLADAY PARKS, INC Issue Date: 7/19/2018 Permit Expires On: 1/15/2019 Owner: Name: Address: Contact Person: Name: Address: BC & G LLC 4600 5 134TH PL , SEATTLE, WA, 98168 DUSTY LANE 4600 S 134TH PL , TUKWILA, WA, 98168 Contractor: Name: HOLADAY PARKS INC Address: 4600 S 134 PL , SEATTLE, WA, 98168 License No: HOLADP1379NO Lender: Name: LIBERTY MUTUAL Address: /1/ Phone: (206) 423-0548 Phone: (206) 248-9700 Expiration Date: 9/3/2019 DESCRIPTION OF WORK: ADD AWNING OVER EXISTING LOADING DOCK. INCLUDES FIRE PROTECTION Project Valuation: $20,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $865.97 Occupancy per IBC: Water District: 125 Sewer District: VALLEY VIEW,TUKWILA 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: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Centr Authorized Signature: " Date:OE_ 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 • rmit does n presume to give authority to violate or cancel the provisions of any other state or local laws regula conduction or the performance of work. I am authorized to sign and obtain this development permit and ag • e conditions attached to this permit. Signature: Print Name: Date: 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: 3: 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) 1: 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). 2: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 4: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 5: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 6: ***BUILDING PERMIT CONDITIONS*** 7: 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. 8: 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. 9: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 10: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 11: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 12: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 13: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 14: 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. 15: 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). 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 17: 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. 18: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 4046 SI-EPDXY/EXP CONC 4025 SI -STEEL CONST 4026 SI-STRUCT STEEL 4004 SI -WELDING INSPECTION NO. INSPECTION RECORD Retain a copy with permit 7'i' -0/67 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: /oz-' MY R/1/?1<-5- /1 ?/CsAddress: Type of Inspection: Address: *SD 0, /70# tit, Date Called: jl*- zSk- S=1► Special Instructions: BUiLA/H- P/MtL- 6914/A/iN6- c,%i4D/l & d a Ctt/D/A16- 6642Xj7, Tiwv Date Wanted: /:1 /?isei an. pm. Requester: I Phone No: Ok,- 0 OIL-PI1J, AML - e,,Gb / , rci k Crsiling2it<'2 Approved per applicable codes. E1 Corrections required prior to approval. COMMENTS: o f- Sit we jl*- zSk- S=1► s €` eae-7-R1C ,acv e*- 5 - 5'i P u s7L_ I � /�(�/J��/i toPME- Ok,- 0 OIL-PI1J, AML - Inspector: T5 Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection. 1 N CITY OF TUKTA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov I Al Building Permit No. y15- 0A tr Project No. , Date Application Accepted: O. ' /�y/ 0 I, Date Application Expires: 1 0 11 (For ofc use only) 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 H 6 S0 s t / 7h/ 1 `i /®h � 7'/i% v; /ic , Gds- 24/5f King Co Assessor's Tax No.: 2616600°3 DO 3 Site Address: 4600 S • 11 `HA P) 1-1/1‘ 14"44-t WA- 'cnMg Suite Number: Floor: Tenant Name: Mo/u-day— Pe. elf S 2 C. New Tenant: ❑ Yes K. No PROPERTY OWNER n Name: bV 5� L A IJ C Name: a c $ 6 LI, G Phone: as 6\)4 o &Fax: rzobo za v ta`0 Address: 44G D0 S. / PHA P/ City: rico xvi+rt ot State: W 4 Zip: q '/6k CONTACT PERSON — person receiving all project communication n Name: bV 5� L A IJ C Address: 600 S ' 34+>7 FI City: 1-;) 4 W Ila State: JN Zip:01%IbQ G Phone: as 6\)4 o &Fax: rzobo za v ta`0 Email: d u 1 I 4lr r1 O I a iaH 08,04. Con" GENERAL CONTRACTOR INFORMATION Company Name: » o fa,d ay - Ades req. Address: s j 6 00 S/? 1 AA pi City: Ti/K tw►'! G, State: 14,4 Zip: 4'gge Phone: 206 -1kg -4 70 0 Fax: 206-2 i '-g 70 0 ContrReg No.:/102,A0p;TA &Date:9_7_Ioiy Tukwila Business License No. g 5 — 0100 b H:Wpplications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-I2.docx Revised: February 2012 bh ARCHITECT OF RECORD Company Name: IL % Q C O r1 Engineer Name: /� I l 'r e Z/q GNA65 E MIKIA Company Name: City: $e l l e V o t State: VA Zip: (,1`Qa)a `"' Phone f4Zy) L,4A . �OOFax: Architect Name: Address: State: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: IL % Q C O r1 Engineer Name: /� I l 'r e Z/q GNA65 E MIKIA Address: 16 3 a I N i St Ste, Z S I City: $e l l e V o t State: VA Zip: (,1`Qa)a `"' Phone f4Zy) L,4A . �OOFax: Email: „Ail a 141 aevv11v►eex,no' • Cow, LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: / : /� 722 L 7 (4tL Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIOi:106-431-3670 ‘, q ,� da of Project (contractor's bid price): $ (I P/ 0 0 0 Describe the scope of work (please provide detailed information): add 4j dr' >4(4 GrI Existing Building Valuation: $ /17341,100 %‘4a/i) „oaezt. Will there be new rack storage? ❑ .... Yes X..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? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Materia! Sa ety 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:Wpplications\Forms-Applications On Line\20I2 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 1 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 15t Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Materia! Sa ety 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:Wpplications\Forms-Applications On Line\20I2 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 1 PUBLIC WORKS PERMIT INFOIATION — 206-433-0179 Scope of Work (please provide detailed information): C t eKrNo\ Lao.J-l...doe-I< �1 Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ...Water District # 125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate ❑... Highline ❑ ...Valley View ❑ ... Renton ❑ ...Sewer Availability Provided 0...Renton 0... 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) ❑ .. Bond 0...Insurance 0... Easement(s) Proposed Activities (mark boxes that applv): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities 0 .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation 0... Geotechnical Report ❑... Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0...Right-of-way Use - Profit for less than 72 hours ❑... Right-of-way Use — Potential Disturbance 0... Work in Flood Zone 0...Storm Drainage ... Abandon Septic Tank ... Curb Cut ...Pavement Cut ... Looped Fire Line Domestic Water If ❑ .. Permanent Water Meter Size (1) " WO # ❑ .. Temporary Water Meter Size (1) " WO # ❑ .. Water Only Meter Size WO # ❑ .. Sewer Main Extension Public 0 Private 0 ❑ .. Water Main Extension Public 0 Private 0 ❑... Grease Interceptor ❑ ... Channelization ❑...Trench Excavation 0...Utility Undergrounding (2) " WO # (3) (2) " WO # (3) ❑ .. Deduct Water Meter Size " WO# " WO# FINANCE INFORMATION Fire Line Size at Property Line ❑ .. Water 0 .. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 0 Signature: C Print Name: ORIZED AGENT: Mailing Address: H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-I2.docx Revised: February 2012 bh Date: ''—e=2011) Day Telephone: ON O tiev/V�. 111/9— 9ria' City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT I QUANTITY PAID $865.97 D18-0167 Address: 4650 S 134TH PL Apn: 2616600030 $865.97 Credit Card Fee $25.22 Credit Card Fee R000.369.908.00.00 0.00 $25.22 DEVELOPMENT $816.15 PERMIT FEE R000.322.100.00.00 0.00 $491.91 PLAN CHECK FEE R000.345.830.00.00 0.00 $319.74 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $24.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14608 R000.322.900.04.00 0.00 $24.60 $865.97 Date Paid: Wednesday, May 30, 2018 Paid By: RAMONA HAVENS Pay Method: CREDIT CARD 07489G Printed: Wednesday, May 30, 2018 10:24 AM 1 of 1 SYSTEMS KIA CO FILE 16301 N.E. 8th St., Ste. 251 Bellevue, WA 98008 Phone 425.644.0400 Cell 425.351.5999 DOCK AWNING 4650 SOUTH 134TH PLACE TUKWILA, WASHINGTON 98168 FOR HOLADAY-PARKS, INC. (REVISED: 4-30-2018) MARCH 25, 2018 JOB NO: 124-1801 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 18 2018 City of Tukwila BUILDING DIVISION CORRECTION b1B- 01(97 CITY OF TUKWILA JUL 16 2018 PERMIT CENTER TABLE OF CONTENTS D-1 of D-1 Design Data R-1 to R-3 Roof Framing Design L-1 to L-3 Lateral calculations FR -1 to FR -7 Frame Analysis F-1 of F-1 Foundation Design A-1 to A-6 Appendix (Existing Drawings) DESIGN DATA: Roof Loads - Dead Load Live Load = 2 psf psf (Snow) WIND: 11 O MPH Exposure "B" SEISMIC: Zip Code: 98168 Ss = 1.406g S1 = 0.485g Fa=1.00 Fv = 1-.52 Sits = 0:9378 .... Sd1 = 0.491g Con . F'c = :3,000 psi. (Per Existing Drawings) Reb r Fy = 60,000 psi (Per Existing Drawings) Foundation: 14" Diameter Auger Cast Piles Capacity:: 40 Ton 1 Pile Spacing: _ 8'=0" 0.C. Max (Per Existing Drawings) 0 v 4 Project/Subject J7 ' Sheet No. Job No. f .ye v./ 1 „a -0o • 7, O a a 1 Project/Subject 5Y 16/ Date Shoot No. Job No. p (k5--44),>< , p q Zr- leo O 0 a Project/Su bject Project/Subject Gee 61,,/,%�✓� 7-0 Date Job No. ,007 ► O 0 4 Project/Subject b o ,_ 6t„/ )�--'����E Hp. Date 3 �) Job No. 4650 S 124th Place MCE Ground Motion - Conterminous 48 States Zip Code - 98168 Central Latitude = 47.488839 Central Longitude = -122.29991 Period MCE Sa (sec) (%g) 0.2 140.6 MCE Value of Ss, Site Class B 1.0 048.5 MCE Value of S1, Site Class B Spectral Parameters for Site Class D 0.2 140.6 Sa = FaSs, Fa = 1.00 1.0 073.7 Sa = FvS1, Fv = 1.52 Spectrum for Site Class D Period MCE Sa (sec) (%g) 0.000 056.2 T = 0.0, Sa = 0.4FaSs 0.105 140.6 T = To, Sa = FaSs 0.200 140.6 T = 0.2, Sa = FaSs 0.524 140.6 T = Ts, Sa = FaSs 0.600 122.8 0.700 105.3 0.800 092.1 0.900 081.9 1.000 073.7 T = 1.0, Sa = FvS 1 1.100 067.0 1.200 061.4 1.300 056.7 1.400 052.6 1.500 049.1 1.600 046.0 1.700 043.3 1.800 040.9 1.900 038.8 2.000 036.8 f g16:0- eV 4 - 5. �.. "I -‘9I 73 7 sr� z 21 1 3 s�- (+) e O_ 0 4 fury/ ;11r: Project/Subject • G.o ✓G�� -sh`� 6y Date GG Sheet No. y_z/ Job No. • Iy4-jg�'f • S v.�. tea. J J_ v� geov 5,e? )4 remfrie-e-- 4'7 Jj,.y a -127 pJ 51,121- c::;> 1,12 Ptoject/SubJect BY Date 3_i Job No. PSL.• y fpz 'v -i, I4') P11.00,o f e 7 Z-74- 1i Z5 , y_ 1 /G/ i ,cipi,:= gti,>€-6' ),-.?-q-- -f 2 pi, `- ,,g zed ),7g . it 3 Ky./1,Y )9• '1; x Le>4 1 4 . )-f v --�J 6�'�- 1�s «r�-�,31Z3 ' 104/; Project/Subject ��>G� �• J Z� /"46-,0-° BY STBBI Ni/7 Date g I) Job No. )zq-�)g Project Title: 4650 S 124TH PL Engineer: Project Descr: Project ID: 124-1801 2-D Frame # : KW -06009143. Fite = C:1Users1RONM^•11DOCUME-11ENERCA-1U24-1801.6^6 ENERCALC, INC. 1983.2017, Build:10.17.8.24, Ver.10.17.8.24 Licensee : Kia CO. X: W(0.2 ) 1 Joints... Joint Label r ....,... if 0.33Lvp30klf 6 > 30kdf ColLine 2 6 0 60.33900M $ 4j LF(2) Colli e_3 ColLine_4 Joint Coordinates X ft I X Translational Restraint ; Y Translational Restraint ft 2 3 4 5 6 7 8 10 0.0 13.0 2.0 0.0 2.0 13.0 25.50 0.0 25.50 13.0 47.50 0.0 47.50 13.0 60.50 13.0 Joint Z Rotational Restraint dem eg Fixed Fixed 0 0Fixed ; Fixed 0 0 0 Fixed Fixed I 0 0 Members... Member Label 2-4 3-4 4-6 5-6 6-8 7-8 8-10 Property Label BmLvi_1 CotLine_2 BmLvl_1 ColLine_3 BmLvL_1 ColLine_4 BmLvl_1 Endpoint Joints I LengthI End JEnd Member 1 Releases Specify Connectivity of Member Ends to Joints 1 Joint J Joint e , x y z (i nn) . x y z (rotation) 2 4 I 2.000 ! Fixed Fixed Fixed I Fixed Fixed Fixed 3 4 13.0001 Fixed Fixed Fixed I Fixed Fixed Fixed 4 6 I 23.5001 Fixed Fixed Fixed 1 Fixed Fixed Fixed 5 6 ! 13.0001 Fixed Fixed Fixed ? Fixed Fixed Fixed 6 8 22.000 ! Fixed Fixed Fixed 1 Fixed Fixed Fixed 7 8 13.000 I Fixed Fixed Fixed i Fixed Fixed Fixed 8 10 13.000 Fixed Fixed Fixed Fixed Fixed Member Stress Check Data... Member Label Unbraced Lengths Lu:z ft Lu:y Slendemess Factors K:z K:y AISC Bending & Stability Factors Cm Cb 2-4 2.000 2.000 i 1.00 1.00 1 Internal Internal 3-4 13.000 13.000 1.00 1.00 Intern Interictal 4-6 23.600 23.600 1.00 1.00 Interned Internal 5-6 13.000 13.000 1.00 1.00 internal internal 6-8 22.000 22.000 I 1.00 1.00 1 Internal Internal 7- 7 Project Title: 4650 S 124TH PL Engineer: Protect Descr: Project ID: 124-1801 2-D Frame Lic. # : KW -06009143 File= C:1UsersIRONM-11D000ME-11ENERCA-11124-1801.ec8 ENERCALC, INC. 1983-2017, 8dd:10.17.8.24, Ver.10.17.824 Member Stress Check Data... Member Label Unbraced Lengths Lu:z ft Lu:y Slenderness Factors K:z K:y AISC Bending & Stability Factors Cm Cb 7-8 8-10 13.000 13.000 13.000 13.000 1.00 1.00 1.00 1.00 Internal Internal Internal Materials... Member Youngs Density Thermal Yield Label ksi kcf in/degr ksi Default 1.00 0.000 0.000000 1.00 PIPE 29,000.00 0.490 0.000007 35,00 Steel 29,000.00 0.490 0.000007 50.00 Wood 1,800.00 0.035 0.000000 0.00 Wood Material Data... Wood, Not Defined, Density= 0.035pa, FbT=1000psi, FbC=1000psi, Fv=1000psi, Ft= 1000, 400psi, E Bend XX=1800ksi, E BendMin XX= 1800ksi, E Beny YY=1800ksi, E BendMin YY=1800ksi, E Axial=1800ksi, Species= , Grade= Any, Class= Member Sections... Prop Label Group Tag 1 Material Default Pipe8 Std Pipe8 Std Pipe8 Std Pipe8 Std Pipe8 Std W14x38 Group ColLine 1 ColLine_2 ColLine 3 ColLine_4 ColLine 5 BmLvl 1 Area Depth Width Ixx Iyy Default PIPE PIPE PIPE PIPE PIPE Steel 1.0 inA2 7.850 in"2 7.850 inA2 7.850 in"2 7.850 inA2 7.850 inA2 11.20 inA2 0.0 in 8.625 in 8.625 in 8.625 in 8.625 in 8.625 in 14.10 in 0.0 in 8.625 in 8.625 in 8.625 in 8.625 in 8.625 in 6.770 in 1.0 in"4 68.10 in"4 68.10 in"4 68.10 in"4 68.10 inA4 68.10 inA4 385.0 in"4 1.0 in"4 68.10 inA4 68.10 in"4 68.10 in"4 68.10 in"4 68.10 inA4 26.70 in"4 Joint Loads.... Joint Label Load Direction 10 10 2 2 Global Y Global X Global Y Global X 1 Member Point Loads.... Dead Roof Live 0.640 0.570 Note: Loads labeled "Global Y" act downward Load Magnitude Live Snow Seismic Wind (in "-Y" direction) 2.0 1.780 1.10 1.10 0.250 0.250 Earth k k k k Member Label Load Distance from Direction "I" Joint Note: Loads labeled "Global Y" act downward (in "-Y" direction) Load Magnitude Dead Roof Live Live Snow Seismic Wind Earth 6-8 1 Global Y 3 ft 1.210 3.780 k Member Distributed Loads.... Note: Loads labeled "Global Y" act downward (in "-Y" direction) Member 1 Label ;- 24 4-6 Load Direction Clobal Y - Global Y 8-10 Global Y 6-8 Global Y Load Extents 1 Start ft End Dead Roof Live 2.0 0.0 23.50 0.0 13.0 0.0 22.0 End Mag : Start Mag : End Mag Stan Mag : End Mag : Start Mag : End Mag : 0.080 0.080 0.080 0.080 0.080 0.080 0.080 Load Magnitude Live Snow Seismic 1.250 0.250 0.250 0.250 0.250 0.250 0.250 0.250 Wind Earth k/ft k/ t k/ft k/ft k/ft k/ft k/ft k/ft Strength/Stress Load Combinations ASCE 7-10 Load Combination Description +D+H +D+L+H +D+Lr+H Cd 0.91 1� 1.251 Load Combination Factors Dead Roof Live Live Snow Seismic Wind Earth 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Project Title: 4650 S 124TH PL Engineer: Project Descr: Project ID: 124-1801 2-D Frame Lic. # : KW -06009143... +D+S+H +D+0.750Lr+0.750L+H 1.15 1.251 File = C:tUsers\R0NM-11D0CUME-1\ENERCA-11124-1801.ec6 ENERCALC, INC. 1983-2017, Buiid:10.17.8.24, Ver.10.17.8.24 Licensee : Kia CO 1.0 1.0 0.750 0.750 1.0 1.0 1.0 Strength/Stress Load Combinations ASCE 7-10 Load Combination Description Cd Load Combination Factors Dead Roof Live Uve Snow Seismic Wind Earth +D+0.750L+0.750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L+0.450W+H +D+ 0.750L+0.750S+0.450W+H +D+0.750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H 1.15 1.6 0.9 1.6 1.6 1.15 1.6 0.9 1.0 1.0 1.0 1.0 1.0 1.0 0.60 0.60 0.750 0.750 1.0 0.60 1.0 0.7 1.0 0.750 0.750 0.450 1.0 0.750 0.750 0.450 1.0 0.750 0.750 0.525 1.0 0.60 0.60 0.7 0.60 Reaction Load Combinations ASCE 7-10 Load Combination Description Load Combination Factors Dead Roof Live Live Snow Seismic Wind Earth +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0.750S+0,450W+H +0+0.750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.60 0.60 1.0 1.0 1.0 0.750 0.750 0.750 0.750 0.70 0.750 0.750 0.750 0.750 0.750 0.750 0.5250 0.70 0.60 0.450 0.450 0.60 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.60 0.60 Deflection Load Combinations ASCE 7-10 Load Combination Description Load Combination Factors Dead Roof Live Live Snow Seismic Wind Earth +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L+0.450W+H +D+0.750 L+0.750 S+0.450 W+H +D+0.750L+0.750S+0.5250E+H +0,60D+0.60W+0.60H +0.60D+0.70E+0.60H 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.750 0.750 1.0 0.750 0.750 1.0 1.0 0.70 1.0 0.750 0.750 1.0 0.750 0.750 1.0 0.750 0.750 0.5250 0.60 0.60 0.70 0.60 0.450 0.450 0.60 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.60 0.60 Extreme Joint Displacements Only Load Combinations giving maximum values are listed Joint Label X in Joint Displaceme Y in Z Radians 2 2 3 3 4 Max Min Max Min Max 0.4396 +D+0.750L+0.5250E -0.3490 +0.60D -0.70E 0.0 +040.70E 0.0 +0.6O0 -0.70E 0.4390 +0+0.750L+0.5250E 0.02442 40+0.750L+0.5250E -0.008065 + 0.600-0.70E 0.0 + 0.600+0.70E 0.0 +D+L -0.000353 +0.600+0.70E 0.00030 +0.600-0.70E -0.001140 +0+0.7501+0.5250E 0.003210 +0.600-0.70E -0.003726 +0+0.70E 0.000291 +0.600-0.70E Project Title: 4650 S 124TH PL Engineer: Project Descr: Project ID: 124-1801 2-D Frame Lic. # : KW -06009143 4 Min 5 Max 5 Min 6 Max 6 Min 7 Max 7 Min -0.3490 +0.60D -0.70E -0.004418 -0.001194 +D+L +D4O.750L+0.5250E 0.0 0.0 0.003286 +0+0.750L+0.5250E +0.60D40.70E +13.600-0.70E 0.0 0.0 -0.004414 40.60D -0.70E +0+1_ +D+0.750L+0.5250E 0.4394 -0.000987 0.000521 +040.750L+0.5250E +O.601)+0.70E +D+1. -0.3487 -0.006951 .0000170 +0.60D -0.70E +0+L +0.60D+0.70E 0.0 0.0 0.003376 +0.600.0.70E +0.60D -0.70E 40.60D -0.70E 0.0 0.0 -0.003482 .13+0.750L -0.5250E +D+L +0+0.70E Fite = C:tUserskRONM-1\DOCUME-11ENERCA-11124-1801.ec6 ENERCALC, INC. 1983-2017, Buid:10.17.8.24, Ver:10.17.8.24 Licensee : Kia CO T2 -D Frame Project Title: 4650 S 124TH PL Engineer: Project Descr: Project ID: 124-1801 Lic. # : KW -06009143 File = C:\Users\RONM-11DOCUME-11ENERCA 11124-1801.ec6 ENERCALC, INC. 1983-2017, Build:10.17.8.24, Ver.10.17.8.24 Licensee : Kia CO Extreme Joint Displacements Only Load Combinations giving maximum values are listed Joint Label X in Joint Displacements Y Z in Radians 8 0.4399 -0.001017 -.0000420 Max +0+0.750L+0.5250E +0.60D -0.70E .060D -0.70E 8 -0.3489 -0.009151 -0.003181 Min +0.600-0.70E +0+1. +D+L 10 0.4402 -0.07760 -0.000687 Max +0+0.750L+0.5250E +0.600-0.70E +0.600.0.70E 10 -0.3493 -0.9869 -0.007617 Min +0.60D -0.70E +0+L +04 Extreme Joint Reactions Only Load Combinations giving maximum values are listed Joint Reactions Joint Label X Y Z k k k -ft 2 Max Min 3 0.4738 6.447 Max +O.600 -0.70E +0+L -0.4907 0.5152 Min 4+0.70E +0.600+010E 4 Max Min 5 0.5115 10.144 Max +0.600-0.70E +0+1 -0.7777 1.440 Min +D+0.750L+0.5250E +060D+0.70E 6 Max Min 7 0.7471 13.354 Max +0+0.750L -0.5250E +D+L -0.4174 1.484 Min +0.60D+0.70E +0.600-0.70E 8 Max Min 10 Max Min Extreme Member End Forces Only Load Combinations giving maximum values are listed Member "1" End Forces Member " J " End Forces Member Label Axial Shear Moment Axis1 Shear Moment k k k -ft k k k -ft 2-4 0.770 -0.2670 0.0 0.770 3.010 -0.6089 Max +1.1320+0.70E +0.46840-0.70E +1.132D+0.70E +1.132110.70E +O+L +0.4664D -0.70E 2-4 -0.770 -2.350 0.0 -0.770 0.3419 -5.360 Min +1.132D -0.70E +D+L +0.4684D+0.70E +1.132D+0.70E +0.4684D -0.70E +Q+L 3-4 6.447 0.4921 0.0 -0.3095 0.4752 6.397 Max +D+L +1.1320+0.70E +1.099D+0.750L+0.5250E +0.46840+0.70E +0.4684D -0.70E +1.132D+0,70E 3-4 0.3095 -0.4752 0.0 -6.447 -0.4921 -6.178 Min +0.46840+0.70E +0.4684D -0.70E 4+0.60W +D+L +1.132D+0.70E +0.4684D -0.70E 4-6 0.2849 3.437 8.684 0.3018 4.318 1.974 Max .0.46840+0.70E +D+L +1.099D+0.750L-0.5250E +1.132D -0.70E +0+L +0.4684D -0.70E 4-6 -0.3018 -0.03245 -5.697 -0.2849 0.06751 -15.405 Min +1.1320-0.70E +0.4684D+0.70E +0.46840+0.70E +0.4684D+0.70E +0.4684D -0.70E +1.099D+0.750L+0.5250E Project Title: 4650 S 124TH PL Engineer: Project Descr: Project ID: 124-1801 2-D Frame Lic. # : KW -06009143 File = C:1Users1RONM-11DOCUME-11ENERCA-11124-1801.ec6 ENERCALC, MC. 1983-2017, Build:10.17.8.24, Ver10.17.8.24 Licensee : Kia CO Extreme Member End Forces Only Load Combinations giving maximum values are listed Member Label Member " I " End Forces Axial Sk hear Mo(m t Member " J " End Forces Axial Shear Moment 5-6 10.144 0.7880 0.0 -1.116 0.5252 10.244 Max +D+L +1.099D+0.750L+0.5250E +1.132D -0.70E +0.4684D+0.70E 4846840-0.70E +1.099D+0.750L+0.5250E 5-6 1.116 -0.5252 0.0 -10.144 -0.7880 -6.827 Min 40.4684D+0.70E +0.4684D -0.70E +1.0990+0.7501+0.5250E +0+1. +1.0990+117501+0.5250E +0.46840-0.70E 6-8 0.2304 5.826 10.811 0.6069 6.424 -0.04835 Max +0.4684D -0.70E +D+L +1.0990+0.756[.-0.5250E +1.0990+0.750L+0.5250E +0+1 +0.4684D -0.70E 6-8 -0.6069 0.2033 -2.680 -0.2304 0.2711 -56.069 Min +1.099D+0.750L+0.5250E +0.4684D+0.70E +0.46840+0.70E +0.4684D -0.70E 413.4684D -0.70E +1:1+1. 7-8 13.354 0.4324 0.0 -1.058 0.7584 5.622 Max 40+1. +0.4684D+0.70E +1.132D+0.70E +0.46840-0.70E +1.099D+0.750L-0.5250E +0.46840+0.70E 7-8 1.058 -0.7584 0.0 -13.354 -0.4324 -9.859 Min +0.468411-0.70E +1.09911+0.7501-0.5250E +1.132D -0.70E +D+L +0.4684D+0.70E +1.0990+0.750L -0.5250E 8-10 0.770 6.930 62.205 0.770 -0.2998 0.0 Max +1.132D -0.70E +D+L +D+L +0.4684D+0.70E +0.4684D -870E +0+0.7501 8-10 -0.770 0.7869 7.063 -0.770 -2.640 0.0 Min +0.46840+0.70E +0.4684D -0.70E +0.4684D -0.70E +1.132D -0.70E +D+L +D+L Extreme Member Forces Only Load Combinations giv'ng maximum values are listed Mmbr Label Axial Dist from "I" Joint Moment Dist from 'I" Joint Shear Dist from °I° Joint 2-4 0.770k 0.0 ft 5.360 k -ft 2.0ft -0.2670 k 0.0 ft Max +1.132D -0.70E +D+L +0.4684D -0.70E 2-4 -0.770 k 0.0 ft 0.01093 k -ft 0.04082ft -3.010 k 2.0 ft Min +1.1320+0.70E +0.46840+0.70E +0+L 3-4 -0.3095 k 0.0 ft 6.178 k -ft 13.0ft 0.4921 k • 0.0 ft Max +0.468413+0.70E +0.46840-0.70E +1.1320+0.70E 3-4 -6.447k 0.0 ft -6.397 k -ft 13.0ft -0.4752 k 0.0 ft Min +0+L +1.132D+0.70E +0.4684D -0,70E 4-6 0.3018k 0.0 ft 15.405 k -ft 23.50ft 3.437 k 0.0 ft Max +1.132D -0.70E +1.099D+0.750L+0.5250E +D+L 4-6 -0.2849k 0.0 ft -13.103 k -ft 10.551 ft -4.318 k 23.50 ft Min +0.4684D+0.70E +D+L +D+L 5-6 -1.116k 0.0ft 6.827k -ft 13.0ft 0.7880 k 0.0 ft Max +0.4684D+0.70E +0.46840-0.70E +1.0990+0.750L+0.5250E 5-6 -10.144k 0.0 ft -10.244 k -ft 13.0ft -0.5252 k 0.0 ft Min +D+L +1.099D+0.750L+0.5250E +0.4684D -0.70E 6-8 0.6069k 0.0 ft 56.069 k -ft 22.0 ft 5.826 k 0.0 ft Max +1.099D+0.750L+0.5250E +D+L +D+L 6-8 -0.2304k 0.0 ft -7.084 k -ft 3.143 ft -6.424 k 22.0 ft Min +0.4684D -0.70E +1.0990+0.750L+0.5250E +D+L 7-8 -1.058k 0.0 ft 9.859 k -ft 13.0ft 0.4324 k 0.0 ft Max +0.46840-0.70E +1.0990+0.750L -0.5250E +0.46840+0.70E 7-8 -13.354k 0.0 ft -5.622 k -ft 13.0ft -0.7584 k 0.0 ft Min +D+L +0.46840+0.70E +1.099D+0.750L-0.5250E 8-10 0.770k 0.0 ft 62.205 k -ft 0.0 ft 6.930 k 0.0 ft Max +0.46840+0.70E +D+L +D+L 8-10 -0.770k 0.0 ft 0.08085 k -ft 12.735 ft 0.2998 k 13.0 ft Min +1.132D -0.70E +0.4684D -0.70E +0.4684D -0.70E Member Stress Checks... Stress Checks per AlSC 360-10 & NDS 2015 Member Label 2-4 3-4 4-6 5-6 6-8 7-8 8-10 Section Label BmLvl_1 Conine 2 BmLvL1 ColLine_3 BmLv1_1 ColLine 4 BmLvi_1 Material Steell +D+L Steel +1. ,50 Steell +1.0990+o.750L+0.5250E Steel +1.0990+0.750L+0.5250E Steel, .0+1 Steel' +1.0990+0.750L -0.5250E Steel+D+L Max. Axial + Load Combination Bending Stress Ratios Max. Shear Stress Ratios Ratio Status Dist (ft) Load Combination Ratio Status Dist (ft) 0.035 PASS 2.00 +D+L 0.034 PASS 2.00 0.181 PASS 13.00 +1.132D+0.70E 0.010 PASS 0.00 0.275 PASS 23.50 ' 0.049 PASS 23.50 0.312 PASS 13.00 +1.0990+0.750L+41525QE 0.016 PASS 0.00 0.909 PASS 22.00 +m- 0.073 PASS 22.00 0.309 PASS 13.00 +1.0990+0.7501-0.5250E 0.015 PASS 0.00 0.551 PASS 0.00 +D+L 0.079 PASS 0.00 ,else ,c:1 , . '.. ''c 1 47o.. 9� ) tc-sp,4.- 4-' ):ems 11-`17 am ►32),-.. ,7 ... "G JR4 -x_ 6..),401 v.X 7.i) >44414 / y.. „k-4.4 , •=-;,----)4.)4>"%7 ,1,2 ,r s aw yx kyel 7.2-5- 0,7,'" Go' 0 v Project/Subject 4- .ice ., ............ ... 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TOP 4 Bol ALO 2-#G CONT SoT Co P/LE STRIP (TYR)- ADO 2-# _4 CONT. SOT 0 EA MID- STRIP lD- S7FRIP , (7YP ) ADD. x 10-0" _70P.a' PILE STRIP (EQ. SPACED) TYR aoT (V 40 PILESTR/P. f .40 r L ul 0 iU J P1 1 P1 r P1 05,11 ADD 2 -*t 5 SOT C� P1 LE ADD 2-45 BOT Mi0 Sr/zips EQ. SPAC/'V ADD 3 -#6 x /0'- 6" (P/Ltr STRIP TOP ADD l-#4k1O=0" 0solD STRIP TOP -Exter; BLDG "C" 15 PAI.JELS Q, ADO 1-#G CONT. 630T C'PfLE STIP ADD ,-# G x (0'-a" TOP Co PILE STRIP A0l0 1- #q -x 10'-0" TOP (0 MID 6T RIP. D6.1�HADD 2 - 5 ear CoMID- STRIPS LOA DI G DOC K J.IOTE5 t) E.L!✓VAT IONS l oTEc mos ( ) ARE TO TOP OF G!?.�IDE 15V1BJ=LOw TOP' of SLAB (REP ELEV (01-e7 ')). 2) Mi1.JIMUM LAP LiwNGTN 44 GAR 01A. (M1N Z' -O") 3,) STOPr✓(JDTOM BA fes P PI LE L/,.J W/ (c" MA) B.ETWE J evkie 4) 5EL= SIH 51.4 F17N PLAN FOR al4L. ' NOTES. 0 - OP IR PLAN S.t 7 4 -x4 -x 4 RI/ Va x a, -ah 4 0 &,t 'OM F EE Jlis " 1 PPI tJ pa R. ARCH G" GIP WALL GLS a • do 1t►ti pee R dor a)1/...6 J6� d2 tzECCoetJL ATI * q- ( V/ "t t -t 4 VE T1 mow'.... @ lfa"Oc, CyRAoa !SM C- 2. r LAIQCE SECT C-2, 1 .P��°„ _�---.PER 110E rag Ak l Peg CIVIL/Agc 1411 ' ALJaat -c.,4 PI La PER FINISH GRADE PER ARCH. P.G. PANEL BEYOND 1 ifs PI 4.-6" #4 I � at 14' oc TOP 0 N 40 • 0 0 '-- 0" 34e: 1'— 0" a GRADE BEAM PER SECT. C -2. SfGTtDN D - - 2.1 3/4" = 1'-0" KIA CO (0174 16301 N.E. 8th St:, Ste. 251 Bellevue, WA 98008 Phone 425.644.5.400 Ceti 425.351.5999 July 10, 2018 City of Tukwila Department of Community development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Plan Check/Permit No.: D18-0167 Re: Correction Letter #1 Response This is in response to your Correction Letter #1. 1- Enclosed are wet stamped structural drawings and calculations. 2- Special inspection table is added to sheet S-1, listing required inspections for welding and high strength bolting. Kia CO /1. gjx-A0C Ali Ghassemikia, PE, SE CORRECTION b10 -01V7 RECEIVED CITY OF TUKWILA JUL 16 2018 PERMIT CENTER June 22, 2018 City of Tukwila Department of Community Development DUSTY LANE 4600 S 134TH PL TUKWILA, WA 98168 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0167 HOLADAY PARKS, INC - 4650 S 134TH PL Dear DUSTY LANE, 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. Engineer's plan sheets show the engineer's stamp with expiration 11-27-15. All plan sheets by a registered design professional shall be wet stamped and signed. Engineer's plan sheets with top cover of calculations shall be wet stamped, signed with the "Date" of signature. One set only shall be required wet signed, other sets may be copies. Provide plans and documents as required, see General Information Note above. 2. Engineer's notes indicates special inspection for bolts, however the plan also shows welding. Provide a table of special inspections that include all required special inspections and specify periodic or continuous inspection with specifications listed in the table for each of those inspections. 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 In order to better expedite your resub.dittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, � c el e Ripley 11.4?I.V9 Permit Technician File No. D18-0167 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0167 PROJECT NAME: HOLIDAY PARKS INC SITE ADDRESS: 4650 S 134 PL Original Plan Submittal X Response to Correction Letter # 1 DATE: 07/16/18 Revision # Revision # before Permit Issued after Permit issued DEPARTMENTS: kwc Building Division Public Works 7-t 7-16 u Fire Prevention Structural n Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 07/17/18 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 08/14/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0167 PROJECT NAME: HOLADAY PARKS, INC SITE ADDRESS: 4650 S 134TH PL DATE: 06/04/18 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: 11-3 PAN6 Building Ivision Ok Public Works MV\ k JO (o 1`6 eiFire Prevention ng Division Structural Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 06/05/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: DUE DATE: 07/03/18 El REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: BIdg Fire 0 Ping 0 PW 0 Staff Initials:' 12/18/2013 Q 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, fad etc. Date: 3fi ID I 8 Plan Check/Permit Number: D18-0167 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 O Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: HOLADAY PARKS, INC Project Address:4650 S 134TH PL ^ Contact Person: Q./ c Ty L41 e. Summary of Revision: Phone Number: (fib u1 ` 3_ 0 4 V Wt -l 51awlF G.vvC1_ SQectet iNpeckinn.) ksk dG� O.5 rc�pste G) RLCI_IVED CITY OF TUKWILh JUL 6 2018 Sheet Number(s): 1 "Cloud" or highlight all areas of revisrbn including date of revision Received at the City of Tukwila Permit Center by: [�. Entered in TRAKiT on (w - le PERMIT CENTER W:\Pumit Center (Brenda»Forms\Pamit Center Documents (Word»Revision Submittal Form.doc Revised: August 2015 HOLADAY PARKS INC Hoene Espanol Contact. Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries Page 1 of 2 Search L&I A-7Index Help My LF1 Workplace Rights Trades & Licensing HOLADAY PARKS INC Owner or tradesperson Principals BECK, DAVID CARL, PRESIDENT CONNELL, DANIEL A, PRESIDENT GIRI, BIJIT, PRESIDENT OI77CV r.-onnr V \/InC ooeeincnrr 4600 S 134TH PL SEATTLE, WA 98168 206-248-9700 KING County License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. HOLADPI379NO Effective -- expiration 01121/1983— 09/03/2019 Bond LIBERTY MUTUAL INS CO Bond account no. 23000452 $12,000.00 Received by L&I Effective date 08/23/2002 09/01/2002 Expiration date Until Canceled Insurance Charter Oak Fire Ins Co Policy no. DTCO1 F465357COF17 Received by L&I 10/31/2017 $1,000,000.00 Effective date 11/01/2017 Expiration date 111n1/9n1 R Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 177,231-00 Doing business as HOLADAY PARKS INC Estimated workers reported Quarter 1 of Year 2018 "Greater than 100 Workers" L&I account contact T4 / CASSANDRA SMITH (360)902-5632 - Email: SMCA235©Ini.wa.gov Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=578004089&LIC=HOLADPI379N0&SAW= 7/19/2018 HOLADAY PARKS INC Public Works Strikes and Deb`,:..:,ients Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 09/22/2016 Inspection no. 317940948 Location 1007 Stewart St Seattle, WA 98101 Inspection results date 08/09/2016 Inspection no. 317940177 Location 1011 Western Ave, Suite 1000 Seattle, WA 98104 Inspection results date 05/05/2016 Inspection no. 317940156 Location 4600 S 134th PI Tukwila, WA 98168 Inspection results date 06/11/2014 Inspection no. No violations No violations No violations No violations Page 2 of 2 © Washington State Dept. of Labor 8 Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=578004089&LIC=HOLADPI379N0&SAW= 7/19/2018 VICINITY MAP 77 sa,nn rve..l 9 e ar.t .. Ju•y'CJ err.n; ;,a±env© A'l o;EirSN r y.,re.e,: Mern ruee�q Voisql 9 oui e�:-o ekuve, o FloumlivW Flvrxt Seanle vaccte,,nov _ 9 LHer�l�tre 9 IJ d&e InchllaCon �.P (Me%and 1..ia4-1 9 Tounda Macaay.�6d5 Tei: a M>cve 9 ddm COtrt 9 PeCillc Prick SHEET INDEX SHEET # G-1 A-1 S-1 S-2 SHEET TILE COVER SHEET PROPOSED AWNING PLAN FOUNDATION PLAN DETAILS AND NOTES * INDICATES SHEETS INCLUDED IN THIS ISSUE PROJECT DESCRIPTION 1. INSTALL NEW AWNING OVER LOADING DOCK. SITE INFORMATION ADDRESS: 4650 SOUTH 134TH PLACE, TUKWILA, WA 98168 PARCEL NUMBER: 2616600030 OCCUPANCY CLASSIFICATION: FACTORY - GROUP F SQUARE FOOTAGE: - AREA OF WORK: 1,160 SQ FT. .. FOR. lJ =,:z:chanicai l4Iectricat lumbing Gas Piping City of Tukwila BuILDINC DIVISION FILE COPY Permit No. h 1 f - 01 10 7 Pan review approval is subject to errors and omissions. ,-,provai of construction documents does not authorize the violation of any adopted code or ordinance. Receipt ar ►crovcd Flee . nd co r' i ns i acknov tiged: Ey: Date: City of Tukwila BUILDING DIVISION REVISIONS No chanps shall he made to the scope of work withry.il prior approval of Tukwila E uilding Division. 00171:F tevisicns will require a new plan submittal i and may include additional plan review fees. 1 CORRECTION 1 HOLADAY-PARKS INC. SMART Mechanical Solutions ® Mechanical Solutions • Energy Services Building Controls • Service & Maintenance 4600 S. 134TH PLACE SEATTLE, WA 98168 • (206) 248-9700 HOLADAYPARKS.com WA LICENSE NUMBER: HOLADPI379NO W 0 0 U Z H 0 LADAY- PARKS, Designed by: Drawn by: Approved by: Job Number: PROJECT DESIGN TEAM MJG SLS 19096 Filename: G001-4600.DWG REGISTRATION APPROVED FOR CONSTRUCTION ( ISSUE NAME/DATE I PENDING CITY APPROVAL REvisioNs No. Date By Description 1 REVIEWED FOR CODE COMPLIANCE APPROVED JUL182018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 16 2018 PERMIT CENTER 7 SHEET TITLE I COVER SHEET SHEET NUMBER G-1 ALL RIGHTS RESERVED. THESE DRAWINGS BELONG IN ANY FORM TO HOUIDAY.PARKS, INC.: NO PART OF THIS DOCUMENT MAY BE REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT PERMISSION IN WRITNG FR HOLADAY PARKS, INC F ,.", '-Ii 1 LINfr .66.018' N 45° 36' 45" W "Iir JOB SITE EQUIPMENT 4��III� (1513 SO. �T.) 47 MISG � AISLE (298 SQ RA6F (2q ,� � 4 SQ. F7 -J � � O � Q SIRE LAN- Lilv U ___[ st ..< T-- �ITTIN65 TO SHIP FITTINGS TO SHIP (4625 SO. �T. (4625 FT.) FA<< I \IG STALLS (1004 510. FT.) AISLE LOA 2IN6 (216 5 SQ. ET.) ACCESS \ � EASEMENT 0 z 63. PROPERTY o \ I FIRE LA 9 N .63 O \ MISG. STORA6t (321 SQ. FT.) i I N6RT35 (1255 /E&RE55 . FT.) LORD I N6 (768 50. FT.) zMISG. (642 S Q. FT.) RECYCLE � RECYCLE ^4i (701 50. FT.) \/ MISG. (136 50. �T.) M15G. (136 FT.) PIPE (300 50. FT. DOCK (5211 50. FT.) RE IN6RE55 /EGRESS (IOg4 50. FT.) (20,785 50. FT.) MISC. (268 SO. FT.) -i (I0,g45 50. FT.) I N6RE55/E6RE55 (327 SO. FT.) -a EXIS ING 5LDG. 11 LANDSGAPI N6 25' BUILDING SETBACK 15' STREET LANDSGAF I NS LINE TR 8 • TRA TR 8 • HC HG N LOAD I NS DOG< PROPOSED AWNING LOCATION 6-0" HIGH CYCLONE FE1\GE 141/A001) SLATS CRASH GATE O 011110., EXISTING 51_ 43- O 0 O O 194 ;o z� 0 I I I ISG. 6g 5 I 10 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 18 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 162018 PERMIT CENTER HOLADAY-PARKS INC. SMART Mechanical Solutions ® Mechanical Solutions • Energy Services Building Controls • Service & Maintenance 4600 S. 134TH PLACE SEATTLE, WA 98168 • (206) 248-9700 HOLADAYPARKS,com WA LICENSE NUMBER: HOLADPI379NO PROJECT U Z H 0 LADAYPARKS, DESIGN TEAM Designed by: DL W 0 1 co Ir00 1 F -- D v<es CD -§ O= O CO D Drawn by: EJF Approved by: Job Number: Filename: XSITEI.DWG REGISTRATION APPROVED FOR CONSTRUCTION ISSUE NAME/DATE PERMIT ISSUE PENDING CITY APPROVAL 7/9/15 ISI No. Date By Description 1 7/9/15 DL PERMIT ISSUE I (UT ICITY APPROVAL SHEET TITLE PROPOSED AWNING SHEET NUMBER A- 1 ALL RIGHTS RESERVED. THESE DRAWINGS BELONG IN ANY FORM TO HOLAOAY.PARKS, INC.. NO PART OF THIS DOCUMENT MAYBE REPRODUCED IN ANY FORM OR BY ANY MEANS WITHOUT PERMISSION IN WRITING FROM HOLADAY PARKS, ING 19'-10 1/2" • U 0 N (VERIFY) EXIST. 14" DIA. PILES @ 14'-6" 0.C. EXIST. 14" DIA. PILES @ 14'-6"O.C. EXIST. 8" CONC. SLAB EXIST. 14" DIA. PILES *10 1 CENTER LINE OF COL. & EXISTING WALL (7\ • • 0 TYP. EXISTING 6" CONC. WALL ,[ � �Q.• fie. \,OHO (\I_/�C)J ./\ 0 r) O N AW\I\G FO \3ATIO\ DLA\ SCALE: 1 /4" =1 '— / SPECIAL INSPECTION SCHEDULE ITEM CONTINUOUS PERIODIC COMMENTS HIGH STRENGTH BOLTS, NUTS AND WASHERS <I X TURN OF NUT METHOD STRUCTURAL STEEL WELDING CHECKED BY: A.G. X ALL WELDS SHALL BE VISUALLY INSPECTED EXPANSION AND EPDXY ANCHORS X K I A C O CONSULTING STRUCTURAL ENGINEERS \ OTES : 1. SEE SHEETS S-2 FOR TYPICAL DETAILS AND STRUCTURAL NOTES. 2. CONTRACTOR TO COORDINATE AND VERIFY EXISTING CDNDITIONS PRIOR TO START OF ANY WORK. 3. ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED AND COORDINATED BY THE CONTRACTOR. 4. ATTACH 20GA., PLB-36 VERCO METAL DECK w/ #10x3/4" SELF TAPPING SCREWS WITH RUBBER WASHERS @ 12" o.c. AT ALL SUPPORTS. 5. ELEVATIONS SHOWN THUS: [—'—"] ARE TO THE TOP OF STEEL (BOTTOM OF DECKING) 6. 8" DIA. STANDARD PIPE: t=0.322 IN A=8.40 IN2 S=16.80 1N3 1=72.50 IN4 • • 24'-0" i 9'-10 1/2" 0 10,-0" 4,-3" �J O W14x22 GALV.. 20GA. [13'-0" PLB-36 TYP. METAL DECK • �e d/ TYP. J EXIST. CONC W CD J X X V) OSP (SEE NOTE -4 exec FOR ATTACHMENT) TIP. @ INTERIOR BEAM W14X26 Fo X TYP. [15'-6"] TYP. @ CONC. WALL 410 W14x22 00 X -d- O • 5 , EDGE OF CANOPY 1 1 3 [13'-0" litin AW\I\G .00F HAvI\G DLA\ SCALE: 1 /4" =1 '-0" 9- 0 r) O N 0) N 0) REVIEWED FOR CODE COMPLIANCE s,. APPROVED P JUL 18 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 162018 PERMIT CENTER REVISION EDITION PIPE COL. 4-30-2018 BLDG. DEPT. 7-10-2018 < <I r "j DRAWN BY: F.G. CHECKED BY: A.G. DATE: 04-30-2018 K I A C O CONSULTING STRUCTURAL ENGINEERS PHONE 425.644-6400 16301 NE 8TH STREET, SUITE 251 BELLEVUE, WA 98008 z ogx O 0 0 LL SHEET -1 OF 2 JOB # 124-1801 FULL LENGTH CENTER LINE 51/21/ 51/2" PLATE 1/2"X10"X1'-3" W/ (2)-3/4" DIA. HILTI HAS RODS AND HY200 EPDXY (EMBED. 6" ) PLATE 1/2"X8"X 1'-3" W/ (3)-3/4" DIA. HILTI HAS RODS @ 4" O.C. AND HY200 EPDXY. (EMBED. 6" ) r L - COLV T T 3/8"STIFF. PLATES EACH SIDE EXIST. 8" SLAB EXIST. 6" WALL EXIST. GRADE BEAM EXIST. 14" DIA. PILE EXST. 3CCK WALL� 3/16"\ 3/16"/ <3—SIDES 1/4"V WF PER PLAN—' PLATE 1/2"X9.5"X9.5" COLUMN COLUV\ PER PLAN 3EA v 1/4"V CO\\ECTO\ SCALE: 1"=1'-0" 6 1-0 1 1/2" TYP. COLV\ /1",, 4 1/2" ,, 4 1/2" / 10" FACE OF CONC. /8As CO\ COLUMN PER PLAN \ECTO\ SCALE: 3"=1'-0" 1/2" TYP. o -e--- o -�- -e— o -s- -e-- o e—o -e— BEAM PER PLAN 4%4%3/8%1' —0" EA. SIDE w/ (4)-3/4" DIA. M.B., EA. LEG WF BEAM PER PLAN INF / WF CO\\ D , • A SLOPE iCTO\ SCALE: 1"=1'-0" A A• POOF C METAL DECK PER PLAN 3"x3"x1/4" CONT. w/ 3/4" DIA. HILTI K.B. TZ @ 24" o.c. (EMBED. 4" ) EXIST. CONC. WALL IXST. CO \C. WALL 4"x4"x3/8"x1'-0" EA. 1'-6" 0 SIDE w/ (4)-3/4" DIA. M.B., EA. LEG WF BEAM PER PLAN PLATE 1/2" X9.5" X9.5" COL. LINE <3—SIDES WF PER PLAN 1/4" COLUMN PER PLAN wF/wF/coLuv\ CO\\CTO\ SCALE: l'=1'-0" 1/2" TYP. (3) 4%4%3/8%1' —0" EA. SIDE w/ (4)-3/4" DIA. M.B., EA. LEG WF BEAM PER PLAN WE / WF CO\\ CT 0 \ PLATE 1/2"X6'X6" > • 4 D SCALE: 1"=1'-0" EXIST. CONC. WALL 3/8" STIFF. PLATES EACH SIDE 3/16"\ 3/16"/ <3—SIDES 3/16"V Vi COLUV\/8 1" IAV WF PER PLAN 1/4"/ COLUMN PER PLAN (5� EXIST, 3L3C SCALE: 1"=1'-0" STRUCTURAL NOTES 1. CODE: INTERNATIONAL BUILDING CODE, 2015 EDITION AS AMENDED BY CITY OF TUKWILA. 2. LOADS: SNOW: 25 PSF WIND: 110 M.P.H. (EXPOSURE "B") I =1.0 FOUNDATION: 14" DIAMETER AUGER CAST PILES (EXISTING) CAPACITY=40 TON PER PILE PER EXISTING DRAWINGS. 3. METALS: WIDE FLANGE BEAMS SHALL CONFORM TO ASTM A572 (Fy=50,000 PSI). PIPE COLUMNS SHALL CONFORM TO ASTM A501 (Fy=36,000 PSI). ALL OTHER STEEL SHALL CONFORM TO ASTM A-36 (fy=36,000 PSI) UNLESS NOTED OTHERWISE. MACHINE BOLTS TO BE A-325. ANCHOR BOLTS INTO CONCRETE SHALL BE PLACED ACCURATELY ACCORDING TO SIZE AND LOCATIONS SHOWN AND PROVIDED FOR BY OTHERS. ALL EXPANSION ANCHORS SHALL BE HILTI KWIK BOLT TZ OR APPROVED EQUAL. FOLLOW MANUFACTURERS RECOMMENDATIONS FOR INSTALLATION. SIEISMIC: SITE CLASS=D SDC =D Sds=0.937g Sd 1=0.491 g 4. STEEL DECKING: STEEL ROOF DECKING SHALL BE GALVANIZED 20 GAGE PLB-36 VERCO, (1=.2164 IN,+S3 =.2353 IN.,—S3 =.248 IN). ACCESSORIES SHALL BE FORMED FROM SHEETS CONFORMING TO ASTM A611, GRADE "C" SPECIFICATION. THE DECK SHALL BE ATTACHED TO ALL SUPPORTS PER PLAN. 5. WELDING: ALL WELDS SHALL BE BY CERTIFIED WELDERS. USE FRESH E70 ELECTRODS. WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE BY WABO CERTIFIED WELDERS. 6. SHOP DRAWINGS: SUBMIT 3—SETS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW FOR DESIGN INTENT ONLY PRIOR TO FABRICATION AND AFTER CONTRACTOR REVIEW FOR STRUCTURAL STEEL. ALL DIMENSIONS AND QUANTITIES MUST BE VERIFIED AND APPROVED BY THE CONTRACTOR AND IS NOT RESPONSIBILITY F THE ENGINEER OF RECORD. 7. INSPECTION: INSPECTION SHALL BE PER I.B.C. 2015. PROVIDE SPECIAL INSPECTION BY AN INDEPENDENT TESTING LAB APPROVED BY BUILDING DEPARTMENT FOR STRUCTURAL WELDING, CONCRETE ANCHORS AND BOLTS. SUBMIT A COPY OF ALL INSPECTION REPORTS TO BUILDING DEPARTMENT, STRUCTURAL ENGINEER AND OWNER FOR REVIEW. 8. SPECIAL CONDITION: DURING CONSTRUCTION THE CONTRACTOR SHALL COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD. OBTAIN ENGINEER'S APPROVAL PRIOR TO ALL FIELD CHANGES. CONTRACTOR TO COORDINATE AND VERIFY ALL EXISTING CONDITIONS AND DIMENSION PRIOR TO START OF ANY WORK. CONTRACTOR SHALL PROVIDE PERMENENT AND TEMPORARY SHORING AS REQUIRED. EXIST. CONC. WALL COL. PER PLAN p• A D p 15 I> • A I,.• • COLUV A• A • D p 4 1/2" 6" 1 1/2" SASE CO REVIEWED FOR CODE COMPLIANCE APPROVED JUL 182018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 16 2018 PERMIT CENTER PLATE 1/2"X6"X11" W/ (2)-3/4" DIA. HILTI HAS RODS & HY200 EPDXY (EMBED. 6" ) \\ECTO\ SCALE: 3"=1'-0" REVISION EDITION PIPE COL. 4-30-2018 BLDG. DEPT. 7-10-2018 <1 <1 d- DRAWN BY: F.G. CHECKED BY: A.G. DATE: 04-30-2018 K I A C O CONSULTING STRUCTURAL ENGINEERS t PHONE 425.644-6400 16301 NE 8TH STREET, SUITE 251 BELLEVUE, WA 98008 z 'Q 0 O 0 SHEET S-2 OF 2 JOB # 124-1801