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HomeMy WebLinkAboutPermit D18-0037 - MACY'S - HOLES IN INTERIOR WALL AND MEZZANINE FLOORMACY'S 17100 SOUTHCENTER PKWY D18-0037 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 7888920020 Permit Number: 17100 SOUTHCENTER PKWY Project Name: MACY'S Issue Date: Permit Expires On: 018-0037 8/3/2018 1/30/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: WIG PROPERTIES LLC -SS 4811 134TH PL SE , BELLEVUE, WA, 98006 KIRT NEAL 3015 112 AVE NE - SUITE 205 , BELLEVUE, WA, 98004 LAFAYETTE ENGINEERING INC 2405 LEBANON RD , DANVILLE, KY, 40422 LAFAYEI828L8 MACY'S 17000 SOUTHCENTER PKWY, TUKWILA, WA, 98188 Phone: (425) 582-5515 Phone: (859) 236-6884 Expiration Date: 7/24/2020 DESCRIPTION OF WORK: CUTTING TWO HOLES INTO EXISTING INTERIOR WALL AND ONE HOLE INTO THE MEZZANINE FLOOR. Project Valuation: $25,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIIB Electrical Service Provided by: TUKWILA Fees Collected: $1,110.84 Occupancy per IBC: S-1 Water District: TUKWILA Sewer District: 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: 11 Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: Date: U -16 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 NA ate' ~ /,vt•%� Date: .?,,a6 2l:/8 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 5: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 9: 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. 10: 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. 11: 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). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: 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. 14: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 20: TO SCHEDULE ALL FIRE INSPECTIONS CALL 206-575-4407. 21: Do not create any new openings in rated walls without prior approval of opening protection from the Tukwila Building Dept. 16: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 15: 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). 17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 18: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 19: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 4046 SI-EPDXY/EXP CONC 4034 SI -METAL PLATE CONN 4026 SI-STRUCT STEEL 4004 SI -WELDING CITY OF TUK6,,,,?A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Peru rt No. tTX�1 Project No, � A Date Application Accepted:. ei t Date Application Expires: cb I 1 (For office us 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 Site Address: King Co Assessor's Tax No.: 262-304-9077 17000 SOUTHCENTER PARKWAY, TUKWIIg Tenant Name: MACY'S Suite Number: PROPERTY OWNER Name: MACY'S Address: 17000 SOUTHCENTER PARKWAY City: TUKWILA State: WA Zip: 98118 CONTACT PERSON — person receiving all project communication Name: KIRT NEAL Address: 3015 112TH AVE. NE SUITE 205 City: BELLEVUE State: WA Zip: 98004 Phone: (425) 582-5500 Fax: Email: KNEAL@WAREMALCOMB.COM GENERAL CONTRACTOR INFORMATION Company Name: Company Name: WARE MALOMB Company Name: Architect Name: KEVIN EVENNHAM Address: Address: City: State: City: State: Zip: Phone: Fax: Phone: Fax: Contr Reg No.: Email: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Floor: New Tenant: ❑ Yes ® ..No ARCHITECT OF RECORD Name: Art .r5 Company Name: WARE MALOMB Company Name: Architect Name: KEVIN EVENNHAM City: 7-(4.4/44 Address: City: State: Zip: Phone: Fax: Email: State: ENGINEER OF RECORD Name: Art .r5 Company Name: 5 ou TN�eei, T L, City: 7-(4.4/44 Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Art .r5 Address: / 7 5 ou TN�eei, T L, City: 7-(4.4/44 State: 14;4 Zip:qg//r Page 1 of 4 BUILDING PERMIT INFORMATI0"206-431-3670 Amoy Valuation of Project (contractor's bid price): $ 2 5 6 Describe the scope of work (please provide detailed information): C (4/C 714/0 IVIrL ,S / iv 7 4-,/,'71416- Existing -,/,'i'L6- Existing Building Valuation: $ /4/rG #'iad WA/6_Ati 72 aME /fid C t !e/ Tp Ty/;: /lil 2 Z 4. ',.i' ,G 2 . 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: Will there be a change in use? E l Yes Compact: Handicap: ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinlders Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Pennit Application Revised - 8-9-11.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 ls`Floor 370,264 III -B S-1 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: Will there be a change in use? E l Yes Compact: Handicap: ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinlders Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Pennit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY I PAID $714.59 D18-0037 Address: 17100 SOUTHCENTER PKWY Apn: 7888920020 $714.59 Credit Card Fee $20.81 Credit Card Fee R000.369.908.00.00 0.00 $20.81 DEVELOPMENT $664.19 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $67.83 PERMIT FEE R000.322.100.00.00 0.00 $591.86 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $29.59 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15088 R000.322.900.04.00 0.00 $29.59 $714.59 Date Paid: Friday, August 03, 2018 Paid By: JEFFREY WINTEER Pay Method: CREDIT CARD 30169P Printed: Friday, August 03, 2018 3:43 PM 1 of 1 SYSTEMS • • CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 08/03/2018 03:43:00 PM CREDIT CARD SALE MASTERCARD CARD NUMBER: **********5818 K TRAN AMOUNT: $714.59 APPROVAL CD: 30169P RECORD #: 000 CLERK ID: Bill X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Page 1 of 2 https://classic.convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTran... 8/3/2018 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT ( QUANTITY PAID PermitTRAK $396 25 D18-0037 Address: 17100 SOUTHCENTER PKWY Apn: 7888920020 $396.25 Credit Card Fee R000.369.908.00.00 0.00 $11.54 $11.54 DEVELOPMENT $384.71 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R13797 R000.345.830.00.00 0.00 $384.71 $396.25 Date Paid: Wednesday, February 14, 2018 Paid By: GUNHEE HAN Pay Method: CREDIT CARD 00275D Printed: Wednesday, February 14, 2018 4:20 PM 1 of 1 CRWSYSTEMS IrOAIINSPECTION RECORD Retain a copy with permit TION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: M T -o-f Inspection: _ She/- Address: 171 Do 64t41.Gaued;_ cw Sw: INSPECTION RECORD Retain a copy with permit ori? -0037 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: M t.'5 �YPIknspecti I Address: 76o0 Sc I Bae -CaId vi - Special Instructions: • 5.:Z - W el d t _a P.m, 'ter— (� Phone N �eff�y: a�l-550.2133 pApproved per applicable codes. COMMENTS: gi,Corrections re `iL Af._ aDnrieetion .r Prior to •,o O • 5- S—teri 4., AP • SI - W5ti Inspector:730 Date: g ��.zor REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a c dpy i perms - - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:/ A A 5 Type of Inspection: � 41-7____ . Address:Contact Suite #: %©0 g6 Pkiti Person: jcs-r—p- Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6,../ ���rav&A ?&y rs S f iZovGe 49/0/2-u- c 'iz rV to v S //QS/. kr-7 Needs Shift Inspection: 17 Sprinklers: " Hrs.: Fire Alarm: ti Hood & Duct: Monitor: t -O Pre -Fire: 11 —7-4, Permits: Occupancy Type: Cj. Inspector: Date:Wii c7 Hrs.: r $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: Word/Inspection Record Form.Doc State: 1 Zip: 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with Pernik' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: VC 5 2 /C Type of Ins a ion: d �zrn�lc.j1-127/---ip-ie-t- Address: / Suite #: ��SC PkM/ Contact Person: Special Instructions: Phone No.: F7Approved per applicable codes. ` Corrections required prior to approval. COMMENTS: Sprinklers: L f' Fire Alarm: /', Monitor: n/C C_ Pre -Fire: - _pk/e75 /-1 evd 1 ? .5prz,/Nic(6 Ab L (Q 6 .LA -T- ga 2r -16j 2 r2Ft otGA- T?" 4 /1107--- WD 4a 6,2,16- b;,/ -J /�C-' SP�.i,,, t i'G,,p rj'r " Needs Shift Ins ection: y Sprinklers: L f' Fire Alarm: Hood & Duct: Monitor: n/C C_ Pre -Fire: Permits: Occupancy Type: Inspector: Date: q.19-/( J Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila. Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Word/Inspection Record Form.Doc T.F.D. Form F.P. 113 September 11, 2018 Project No: 18-1015 Wig Properties, LLC Support Services Center 4811 134`h Place SE Bellevue, WA 98006 hayremcetroy & associates, llc 9644 153rd Ave NE Redmond, WA 98052 p (425)869-6750 Subject: Final Letter — Special Inspection and Materials Testing Macy's Warehouse 17100 South Center Parkway, Tukwila, WA Permit No.: D18-0037 This letter certifies that we have performed materials testing and inspections of the following items, with exceptions as may be noted: • Epoxy/Expansion Concrete Anchor Bolts • Structural Steel Welding • Structural Steel Fabrication All inspections and tests performed were reported according to the requirements and, to the best of our knowledge, the work was in general conformance with the approved plans, specifications, City of Tukwila, and engineer's written and/or verbal instructions. Please call the undersigned at (425) 869-6750 if you have any questions or concerns. Sincerely, HAYRE MCELROY & ASSOCIATES, LLC James A. McElroy, P.E Gee S. Hayre, C.B.O. Principal Principal Copyright 2018 Hayre McElroy & Associates, LLC DEI DIBBLE ENGINEERS INC FILM MACY'S WAREHOUSE EXTERIOR UPDATE ['repaired for VVare MaIcon-lb Project # 18-056 REVIEWED FOR CODE COMPLIANCE APPROVED • FEB 26 2018 S) RECEIVED Y OF TUKWILA f%f6tar FEB 1 4 2018 PERMIT CENTER DIte0031 DIBBLE ENGINEERS INC 1 1029 Market Street, Kirkland WA 98033 1 425.828 4200 Idibbleengineers.corn DEI DIBBLE ENGINEERS INC STRUCTURAL CALCULATIONS TABLE OF CONTENTS Design Criteria and Loads Gravity Lateral C G L DEI DIBBLE ENGINEERS INC DESIGN CRITERIA AND LOADS DEI DIBBLE ENGINEERS INC Design Criteria Project Name: Macs Project #: 18.056 Location: Tukwila, WA Building Code: Permitting Authority: City of Tukwila, WA 2015 IBC Gravity Design Loads Roof Dead Load Roof Live Load Floor Dead Load Floor Live Load LL Reducible? Partition Load 15 20 60 125 n/a n/a Composite Floor n/a Foundation Soil Bearing Pressure (assumed) Pile Capacity Frost Depth 1,500 n/a 18 Lateral Earth Pressures Restrained Unrestrained: Passive Pressure: Friction Coefficient 60 30 200 0.25 Snow Ground Snow Load RI. Importance Factor Is Snow Load ps Snow Exposure Ce .......................................... Thermal Factor C, 20 25 1.00 1.00 psf psf psf psf YM psf psf psf tons inch pcf Pd lad psf psf Concrete Pc fy Footing: 2.5 60 ksi Slab -on -grade: 2.5 60 ksi Concrete Beams : 2.5 60 ksi Elevated Slabs: 2.5 60 ksl ........................................................................................................... Concrete Columns: 2.5 60 ksi Concrete Walls: 2.5 60 ksi Piles: 2.5 ksi Masonry Reinforced Masonry Pm fy 1.5 60 ksi Structural Steel W -shapes: ASTM A992, Gr. 50 .............................................................................. Tube/Pipe: ASTM A500, Gr. B. Fy 50 46 ksi ksi Lumber Item: Species & Grade Fb Fv 2x4: HF #2 850 150 psi 2x6 & larger 2x : HF #2 850 150 psi 4x Beams & Post: HF #2 850 180 psi 6x Beams & Post : DF #1 1300 170 psi Engineered Wood Products SWWJ / OWWJ PSL / LSL / LVL Glulam: 24F -V4 / 24F-V8 .................................................................. Sheathing (roof) .................................................................... Sheathing (floor) .................................................................... Sheathing (walls) TJI/TJL 2900 2400 15/32 23/32 15/32 Psi psi inch inch inch Design Maps Summary Report https://earthquake.usgs.gov/cn 1/designmaps/us/summary.php?templa... EMS Design Maps Summary Report User -Specified Input Report Title Macy's Wed February 7, 2018 20:54:00 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 47.45137°N, 122.26239°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output Ss = 1.452 g S1 = 0.541 g SMs = 1.452 g 5M1= 0.811g Sps = 0.968 g Spl = 0.541 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. PACER Response Spectrum Design Response Spectrum PerioJ. f (eee) For PGAM, TL, CRS, and CR1 values, please view the detailed report. Ic77 Lel 14:7 !.C9 I!i, _CU Peno:l, f (sec) 1 elf) //R/7(11R 9•(1(1 AM DEI 11 DIBBLE ENGINEERS INC GRAVITY DEI DIBBLE ENGINEERS INC PROJECT NAME f _ � � y PROJECT# SUBJECT 0p4.10-tir, AZZAL4 u� 22'-0" Er>F 0 SHEET # DATE 2P -�- 1'-0" 2ND FLOOR HOLE LOCATION DIBBLE ENGINEERS, INC. Project No: 18-056 Sheet No: G Project Pro Macy's Macy's Date 2/2018 Subject Subj Subject Gravity Gravity By E Egan Member: Tibor 1>catAA Use: t if£ 4‘.4° L: Trib: w: fb: fv: r.‘7 r.‘7 FT FT r� PLF PSI PSI PSI f R1= 41.7( TYP HANGER 0 TYP POST 0 # Ldef e.'7 IN LIN ,. j L 4 R2=ILFAII # TYP HANGER 0 TYP POST 0 Member: L: Trib: [ 1 FT Use: FT w: fb: fv: l PLF PSI PSI RI= L def rN l/ D+L def IN } TYP HANGER 0 TYP POST 0 L # K R2= 1 TYP HANGER 0 TYP POST 0 1/ # K Member: Use: L: l Trib w: fb: fv: FT FT PLF PSI RI= # K R2= L def D+L def PSI TYP HANGER 0 TYP POST 0 TYP HANGER 0 TYP POST 0 # K Member: Use: L: Trib. w: fb: fv: FT FT PLF PSI PSI L def D+L def IN l/ IN l/ t L } R1= # K R2= # K TYP HANGER 0 TYP POST 0 TYP HANGER 0 TYP POST 0 Steel Beam Lic. # : KW -06006102 Description : B1 Floor Beam CODE REFERENCES File = J:12018 Projects118.056 Macy's Warehouse Upgrade\CalcslMacy's.ec6 ENERCALC, INC. 1983-2017, Build:10.17.12.10, Ver:10.17.12.10 Licensee : DIBBLE ENGINEERS INC. Calculations per AISC 360-10, IBC 2015, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis : Major Axis Bending D(0.1602) L(0.33375) 8 4 6 Fy : Steel Yield : E: Modulus : 50.0 ksi 29,000.0 ksi O W16x45 Span = 36.0 ft Applied Loads Beam self weight calculated and added to loading Uniform Load : D = 0.060, L = 0.1250 ksf, Tributary Width = 2.670 ft DESIGN SUMMARY Service loads entered. Load Factors will be applied for calculations. Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.425: 1 Maximum Shear Stress Ratio = WI 6x45 Section used for this span 87.354 k -ft 205.339 k -ft +D+L+H 18.000ft Span # 1 0.745 in 0.745 in 1.205 in 0.000 in Ratio = Ratio = Ratio = Ratio = Maximum Forces & Stresses for Load Combinations Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 579 >=360 579 >=360 359 >=180 0 <180 Design OK 0.087: 1 W16x45 9.706 k 111.090 k +D+L+H 0.000 ft Span # 1 Load Combination Max Stress Ratios Segment Length Span # M V Summary of Moment Values Mmax + Mmax - Ma Max Mnx Mnx/Omega Cb Rm Summary of Shear Values Va Max Vnx Vnx/Omega +D+H Dsgn. L = 36.00 ft 1 Dsgn. L = 36.00 ft 1 +D+Lr+H Dsgn. L = 36.00 ft 1 +D+S+H Dsgn. L = 36.00 ft 1 +D+0.750Lr+0.750L+H Dsgn. L = 36.00 ft 1 +D+0.750L+0.750S+H Dsgn. L = 36.00 ft 1 +D+0.60W+H Dsgn. L = 36.00 ft 1 +D+0.70E+}1 Dsgn. L = 36.00 ft 1 +D+0.750Lr+0.750L+0.450W+FI Dsgn. L = 36.00 ft 1 +D+0.750L+0.750S+0.450W+H Dsgn. L = 36.00 ft 1 +D+0.750L+0.750S+0.5250E+H Dsgn. L = 36.00 ft 1 +0.60D+0.60W+0.60H Dsgn. L = 36.00 ft 1 0.162 0.425 0.162 0.162 0.360 0.360 0.162 0.162 0.360 0.360 0.360 0.097 0.033 0.087 0.033 0.033 0.074 0.074 0.033 0.033 0.074 0.074 0.074 0.020 33.29 87.35 33.29 33.29 73.84 73.84 33.29 33.29 73.84 73.84 73.84 19.97 33.29 342.92 87.35 342.92 33.29 342.92 33.29 342.92 73.84 342.92 73.84 342.92 33.29 342.92 33.29 342.92 73.84 342.92 73.84 342.92 73.84 342.92 19.97 342.92 205.34 205.34 205.34 205.34 205.34 205.34 205.34 205.34 205.34 205.34 205.34 205.34 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.70 9.71 3.70 3.70 8.20 8.20 3.70 3.70 8.20 8.20 8.20 2.22 166.64 166.64 166.64 166.64 166.64 166.64 166.64 166.64 166.64 166.64 166.64 166.64 111.09 111.09 111.09 111.09 111.09 111.09 111.09 111.09 111.09 111.09 111.09 111.09 Steel Beam Lic. # : KW -06006102 Description : Load Combination B1 Floor Beam Max Stress Ratios File = J:12018 Projects118-056 Macy's Warehouse UpgradelCalcs\Macy's.ec6 ENERCALC, INC. 1983-2017, BuiId:10.17.12.10, Vec10.17.12.10 Licensee : DIBBLE ENGINEERS INC. Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma Max Mnx MnxlOmega Cb Rm Va Max Vnx Vnx/Omega +0.60D+0.70E+0.60H Dsgn. L = 36.00 ft 1 0.097 0.020 19.97 19.97 342.92 205.34 1.00 1.00 2.22 166.64 111.09 Overall Maximum Deflections Load Combination Span Max. "' Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+L+H Vertical Reactions 1 1.2046 18.103 Support notation : Far left is #1 0.0000 0.000 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 9.706 9.706 Overall MlNimum 2.219 2.219 +D+H 3.699 3.699 +D+L+H 9.706 9.706 +D+Lr+H 3.699 3.699 +D+S*H 3.699 3.699 +D+0.750Lr+0.750L+H 8204 8.204 +D+0.750L+0.750S+H 8.204 8.204 +D+0.60W+H 3.699 3,699 +D+0.70E+H 3.699 3.699 +D+0.750Lr+0.750L+0.450W+H 8.204 8.204 +D+0.750L+0.750S+0.450W+H 8.204 8.204 +D+0.750L+0.750S+0.5250E+H 8.204 8.204 +0.60D+0.60W+0.60H 2.219 2.219 +0.60D+0.70E+0.60H 2.219 2.219 D Only 3.699 3.699 Lr Only L Only 6.008 6.008 S Only W Only E Only H Only DEI DIBBLE ENGINEERS INC LATERAL DEI DIBBLE ENGINEERS INC PROJECT NAME PROJECT # /8 etelS. SUBJECT SHEET # DATE evei BY� kLL I1JLE LOCATIONS DEI DIBBLE ENGINEERS INC PROJECT NAME PROJECT# SUBJECT of 1‹,),„s T,/ UUreir-- elr ;::11 4 • s.Ds I' - (k) '17i-ti.7 4' Lk) rz • Z 6" Lovt,JG C1SSV t'Vi t. C, e. 54 LA Ay • 6,6617 d ,ef 4 Oic a9 I ; =/6,U O.e>617 114 k 7S, DEI DIBBLE ENGINEERS INC 4' PROJECT NAME PROJECT # ,/ -r6 / 1 1 ✓Ci SUBJECT C)3:11.e.t4 i a 45.0t '* ✓a t t sL /l/ e." Tr? U i ✓ r J,.... 13717 = io 14/ = 6 /tz " to, . 14. re..4 yoe>-'cf = ts.. .fa o ri-r : 4 7 rf. /0/0=ZI4'''?-71.)z 6°zet /o.. & '4/ b 64 G1' c- rem LA --1 Gl e 4 i ti;�., 60JGs, age-z•�'�s 6.ZdF ;L, 1,u1vt 6s9 • /,e �� .. O. z.z68 45- ic L t�k` i44 SHEET # L DATE4e6 BY iz 1-4 I • c.« • =/Ztz"/I /44 ci ese) 7/2/2018 0 4 City of Tukwila Department of Community Development KIRT NEAL 3015 112 AVE NE - SUITE 205 BELLEVUE, WA 98004 RE: Permit Application No. D18-0037 MACY'S 17000 SOUTHCENTER PKWY Dear KIRT NEAL, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 2/14/2018, 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 APPROVED and is due to expire on 8/14/2018. 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: D18-0037 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 9)EnMIT COORD COPY � PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0037 DATE: 05/04/18 PROJECT NAME: MACY'S WAREHOUSE SITE ADDRESS: 17100 SOUTHCENTER PKWY Original Plan Submittal Response to Correction Letter # X Revision # 1 before Permit Issued Revision # after Permit Issued DEPARTMENTS: u Itc Wor s Building Division M RIA)c 5-33—r8 Lov?, iv/4 s e Fire Prevention Planning Division ip Structural ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 05/08/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/05/18 Approved Corrections Required ❑ Approved with Conditions ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 'QPERMIT COORD COPY 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0037 PROJECT NAME: MACY'S SITE ADDRESS: 17000 SOUTHCENTER PKWY DATE: 02/14/18 X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: AJ 'tV1rot $ Building Division ff PIHO t Public Wo'rk� nen wr 1-0I1 Fire Prevention Fire Prevention Structural Planning Division pi ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 02/15/18 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: ❑ Approved with Conditions ❑ Denied (ie: Zoning Issues) (corrections entered in Reviews) 03/15/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PROJECT NAME: KIN/s �G�'YtIS� PERMIT NO: 1C1' 0O37 SITE ADDRESS: 11(OU Sor yA. WI,wy ORIGINAL ISSUE DA E: 1 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITI.,S ISSUED DATE STAFF INITIALS 1 S-14-10 Summary of Revision: $'17)4 6 un Summary of Revision: y,, 14 d S 1 ,kispw, a, ea41- U)a II, *Vv•tv.94,g,k o v1vylS VN l 4 16�c,-,,,_i /t -P -2 nl eRe r J,As�r,.` ved by�A:�`,�E� REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please print REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please prin REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please print REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please print REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please prm D City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 05-02-2018 Plan Check/Permit Number: D18-0037 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ® Revision # 4Ermit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: MACY'S WAREHOUSE Project Address: 17100 SOUTHCENTER PARKWAY APN:7888920020 Contact Person: KIRT NEAL Phone Number: 425-582-5515 Summary of Revision: REMOVE THE NEW OPENINGS FROM THE PLANS ON EAST WALL. INCREASE OPENINGS IN SEVEN LOCATIONS AS INDICATED ON PLANS. ENLARGE NEW MEZZANINE OPENING. RECEIVED CITY OF TUKWILA MAY 0 4 2018 PERMIT CENTER Sheet Number(s): A0.1, A2.1, A2.2, S1.0, S1.1 "Cloud" or highlight all areas of revision including date o revision Received at the City of Tukwila Permit Center by: � Entered in TRAKiT on O 91. rJ W:\Penni[ Center \Templates\Forms\Revision Submittal Formdoc Revised: August 2015 LAFAYETTE ENGINEERING INC° c. Washington State Department of Labor & Industries 0 Home Espanol Contact Search L&I A -L Index help Safety & Health Claims & Insurance Workplace Rights LAFAYETTE ENGINEERING INC Owner or tradesperson ROBBINS, ROBERT B Principals ROBBINS, ROBERT B, PRESIDENT ROBBINS, CARMEN BETH EDWARDS, VICE PRESIDENT WA UBI No. 604 144 042 2405 LEBANON RD DANVILLE, KY 40422 859-236-6884 Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. LAFAYEI828L8 Effective — expiration 07/24/2018— 07/24/2020 Bond Fidelity & Deposit Co of MD Bond account no. 9276836 $12,000.00 Received by L&I Effective date 06/28/2018 06/20/2018 Expiration date Until Canceled Insurance .................. _ . Travelers Property Cas Co of A $1,000,000.00 Policy no. 6302349P995 Received by L&I Effective date 07/24/2018 11/17/2017 Expiration date 11/17/2018 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts ........... No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. Page 1 of 2 ARCH My 1..R1 Trades & Licensing Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=604144042&LIC=LAFAYEI828L8&SAW= 8/3/2018 LAFAYETTE ENGINEERING INC14'6% License Violations No license violations during the previous 6 keetiperiod. Workers' comp No active workers' comp accounts during the previous 6 year period. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been Issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 2 Washington State Dept, of Labor & 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=604144042&LIC=LAFAYEI828L8&SAW= 8/3/2018 W: \SEA\18\0003\00\Architectural\Cad\CD\PHASE ONE PLAN CHANGE\1803_A0.1.dwg CAU HUN: II- IHIS $HJiI IS \U I .5U x42 I I IS A KLUULiU ISI -<IN i MA Y 1 WAREH U E 17000 SOUTHCENTER PARKWAY TUKWILA, WA 98188 i SHEET INDEX (TOTAL SHEETS = ?? ) i ABBREVIATIONS OWNER PROJECT DATA L (E) ACOUS A.D. ADJ. AGGR. AL. APPROX. ARCH. ASB. ASPH. BD. BITUM. BLDG. BLK. BLKG. BM. B.O.C. B.O.M. B.O.P. B.O.R. BOT. CAB. C.B. CEM. CER. C.I. C.G. CLG. CLKG. CLO. CLR. C.O. COL. C.O.M. CONC. CONN. CONSTR. CONT. C.O.R. CORR. CTSK. CNTR. CTR. DBL. DEPT. D.F. DET. DIA. DIM. DISP. DN. D.O. DR. DWR. DS. D.S.P. DWG E. EA. E.J. EL. ELEC. ELEV. EMER. ENCL. E.P. EQ. EQPT. E.W.C. EXST. EXPO. EXP. EXT. And Angle At Centerline Diameter or Round Pound or Number Existing Acoustical Area Drain Adjustable Aggregate Aluminum Approximate Architectural Asbestos Asphalt Board Bituminous Building Block Blocking Beam Bottom of Bottom of Bottom of Bottom of Bottom Concrete Mullion Panel Reveal Cabinet Catch Basin Cement Ceramic Cast Iron Corner Guard Ceiling Caulking Closet Clear Cased Opening Column Center of Mullion Concrete Connection Construction Continuous Center of Reveal Corridor Countersunk Counter Center Double Department Drinking Fountain Detail Diameter Dimension Dispenser Down Door Opening Door Drawer Downspout Dry Standpipe Drawing East Each Expansion Joint Elevation Electrical Elevator Emergency Enclosure Electrical Panelboard Equal Equipment Electric Water Cooler Existing Exposed Expansion Exterior F.A. F.B. F.D. FDN. F.E. F.E.C. F.H.C. FIN. FL. FLASH. FLUOR. F.O.C. F.O.F. F.O.M. F.O.SH. FPRF. F.S. FT. FTG. FURR. FUT. GA. GALV. G.B. GL. GND. GR. GYP. H.B. H.C. HDWD. HDWE. H.M. HORIZ. HR. HGT. I.D. INSUL. INT. Jan. JT. KIT. K.O. LAB. LAM. LAV. LKR. LT. MAX. M.C. MECH. MEMB. MET. MFR. MH. MIN. MIR. MISC. M.O. MTD. MUL. N. N.I.C. NO. NOM. N.T.S. O.A. OBS. O.C. O.D. OFF. OPNG. OPP. Fire Alarm Flat Bar Floor Drain Foundation Fire Extinguisher Fire Extinguisher Cab Fire Hose Cabinet Finish Floor Flashing Fluorescent Face of Concrete Face of Finish Face of Mullion Face of Sheathing Fireproof Full Size Foot or Feet Footing Furring Future Gauge Galvanized Grab Bar Glass Ground Grade Gypsum Hose Bibb Hollow Core Hardwood Hardware Hollow Metal Horizontal Hour Height Inside Diameter (Dim.) Insulation Interior Janitor Joint Kitchen Knock Out Laboratory Laminate Lavatory Locker Light Maximum Medicine Mechanical Membrane Metal Manufacturer Manhole Minimum Mirror Miscellaneous Masonry Opening Mounted Mullion North Not In Contract Number Nominal Not To Scale Overall Obscure On Center Outside Diameter (Dim.) Office Opening Opposite PRCST. PL. P.LAM. PLAS. PLYWD. PR. PT. P.T.D P.T.D/R PTN. P.T.R. P.J. Q.T. R. RAD. R.D. REF. REFR. RGTR. REINF. REQ. RESIL. RM. R.O. RWD. R.W.L. S. SAF S.C. S.C.D. SCHED. S.D. SECT. SH. SHR. SHT. SIM. S.N.D. S.N.R. SPEC. SQ. S.ST. S. SK. STA. STD. STL. STOR. STRL. SUSP. SYS. TRD. T.B. T.C. TEL. TER. T. & G. 11 -IK. T.O.C. T.O.P. T.O.R. T.O.RC. T.O.M. T.O.W. T.P. T.P.D. T.V. T.W. TYP. UNF. U.O.N. UR. VERT. VEST. W. WI W.C. WD. W/0 WPM WRB WSCT. WT. Pre—cast Plate Plastic Laminate Plaster Plywood Pair Point Paper Towel Dispenser Combination Paper Towel Partition Paper Towel Receptacle Panel Joint Quarry Tile Riser Radius Roof Drain Reference Refrigerator Register Reinforced Required Resilient Room Rough Opening Redwood Rain Water Leader South Self Adhered Flashing Solid Core Seat Cover Dispenser Schedule Soap Dispenser Section Shelf Shower Sheet Similar Sanitary Napkin Disp. Sanitary Napkin Recept. Specification Square Stainless Steel Service Sink Station Standard Steel Storage Structural Suspended Symmetrical Tread Towel Bar Top of Curb Telephone Terrazzo Tongue and Groove Thick Top of Concrete Top of Panel Top of Reveal Top of Deep Recess Top of Mullion Top of Wall Top of Pavement Toilet Paper Dispenser Television Top of Wall Typical Unfinished Unless Otherwise Noted Urinal Vertical Vestibule West With Water Closet Wood Without Waterproofing Membrane Wheather/Water Resistive Barrier Wainscot Weight MACYS 17000 SOUTHCENTER PARKWAY TUKWILA, WA 98188 ARCHITECT WARE COMB 3015 112TH AVE NE, SUITE 205 BELLEVUE, WA 98033 KIRT NEAL PH: (425) 582-5518 OWNER'S CONSULTANTS LAFAYETTE ENGINEERS 2000A S GROVE AVENUE, SUITE 107 ONTARIO, CA 91761 KEVIN HAN PH: (859) 236-6884 FAX: (859) 236-7108 ARCHITECT'S CONSULTANTS STRUCTURAL ENGINEER DIBBLE ENGINEERS, INC. 1029 MARKET STREET KIRKLAND, WA 98033 EDWARD EGAN PH: (425) 828-4200 SYMBOLS VICINITY MAP OFFICE OFFICE ALIGN D ROOM NAME ROOM NUMBER DOOR NUMBER EXISTING DOOR DETAIL REFERENCE SHEET NUMBER DETAIL SECTION REFERENCE SHEET NUMBER DETAIL SECTION REFERENCE SHEET NUMBER C C 1 EXTERIOR ELEVATION REFERENCE SHEET NUMBER FEC FEC INTERIOR ELEVATION VIEW INTERIOR ELEVATION REFERENCE SHEET NUMBER WALL MATERIAL TYPE TYPE NUMBER FLOOR MATERIAL TYPE TYPE NUMBER MISC. MATERIAL TYPE TYPE NUMBER KEYNOTE INDICATOR FINISH INDICATOR VISION REN FIRE EXTINGUISHER CABINET W/ FIRE EXTINGUISHER OFE WALL—MOUNTED FIRE EXTINGUISHER \Teri 3\CG 3±re1P\G PROJECT SITE NO SCALE BUILDING DEPARTMENT: CITY OF TUKWILA APPLICABLE CODES: BUILDING: STRUCTURE: FIRE/LIFE SAFETY: ENERGY: SCOPE O O 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL FIRE CODE 2015 ENERGY CODE WA STATE ORK INCLUDES INCREASING SIZE OF SEVEN EXISTING OPENINGS IN EXISTING CONCRETE WALL AND ONE OPENING IN THE MEZZANINE FLOOR FOR FUTURE INSTALLATION OF CONVEYOR SYSTEM MACHINERY. CONVEYOR TO BE PERMITTED UNDER SEPARATE SUBMITTAL. SITE DATA LOT: BUILDING ONE AREA: ZONING: 405,543 SF (9.31 ACRES) 370,264 SF ASSESSOR'S PARCEL NO: 262-304-9077 CHAPTER 3 - USE & OCCUPANCY CLASSIFICATION: GROUP SECTION DESCRIPTION OF OCCUPANCY PROPOSED AREA (SF) BUILDING HEIGHT BUILDING HEIGHT 55'-0" +20'-0" 75'-0" S-1 / STORAGE (311) WAREHOUSE SEE ALLOWABLE AREA BELOW NONSEPARATED OCCUPANCIES (508.3) YES NO CHAPTER 5 - GENERAL BUILDING HEIGHTS & AREAS: ALLOWABLE BUILDING HEIGHT: MOST RESTRICTIVE OCCUPANCY GROUP S-1 (TABLE 503) TABULAR BUILDING ALLOWABLE HEIGHT (504.2) SPRINKLER INCREASE ALLOWED BUILDING HEIGHT BUILDING HEIGHT BUILDING HEIGHT 55'-0" +20'-0" 75'-0" EXISTING NUMBER OF STORIES 2 STORY + 1 STORY 3 STORY 1 STORY CHAPTER 6 - TYPES OF CONSTRUCTION: TYPE OF CONSTRUCTION• (602) FIRE RESISTANCE RATING REQUIREMENTS: TYPE III—B (FULLY SPRINKLERED THROUGHOUT) • EXISTING FIRE BARRIER SEPARATES S-1 AREA FROM ADJACENT S-1 AREA. • OPENING IN FIRE BARRIER TO BE PROTECTED BY FIRE SUPPRESSION CURTAIN; DESIGN AND INSTALLATION BY CONTRACTOR UNDER DIFFERED SUBMITTAL. CHAPTER 9 - FIRE PROTECTION SYSTEMS: (903.3.1.1) AUTOMATIC SPRINKLER SYSTEM WILL BE PROVIDED (EXISTING). (903.4) AUTOMATIC SPRINKLER SYSTEM MONITORING AND ALARMS WILL BE PROVIDED (EXISTING). ARC H TECTU RAL (--- SHEETS) A0.1 A2.1 A2.2 TITLE SHEET FLOOR PLAN MEZZANINE PLAN STRUCTURAL (-- - SHEETS) AND DETAILS !SEPARATE PERMIT REQUIRED FOR: aKiechanicaj f ' Iectrical IR/Plumbing Piping City of Tukwila BUILDING DIVISION REVISIONS No changes sh !1 be made to the sc ope Y:,n.1pp:io} approval of Tu:r_ate B riiii require a rat/ plan silt:n' ta! and may imlude adelWiral plan renes w fees. FILE COPY Permit No. t) 1 S- 00 37 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Co. and conditions is acknowledged: By: Dat ZG/9 City of Tukwila BUILDING DIVISION p 00 3 7 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 252018 A -r 14( City of Tukwila BUILDING DIVISION RECEIVER CITY OF TUKWILA MAY 042018 PERMIT CENTER DEFERRED SUBMITTALS DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEERS OF RECORD WHO SHALL REVIEW AND PROVIDE NOTATION INDICATING DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE WITH THE BUILDING DESIGN. SUBMITTAL MATERIALS SHALL INCLUDE PLANS, DETAILS Al).CALCULATIONS PREPARED AND SIGNED BY A STATE REGISTERED ENGINEER. CONTRAC TOR: SHALL SUBMIT ARCHITECT AND ENGINEER REVIEWED SUBMITTAL MATERIALS TO THE BUILDING OFFICIAL FOR REVIEW AND PERMIT APPROVAL. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED PRIOR TC0 OBTAINING THE BUILDING OFFICIAL'S APPROVAL OF THE SUBMITTAL. • DIFFE RE) SUBMITTAL INCLUDES FIRE SUPPRESSION SYSTEM AT OPENINGS IN THE EXISTING FIRE BARR TER. THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON Tts a3 Co) V O .4< ctS a) J -13 w � Q O � z til ct J az Q ow CO O ZI5C::,3 Q ti TURKWILA, WASHINGTON 98188 TITLE SHEET REMARKS DRAWN BY: 000 JOB NO.: SEA17—OOXX-00 w Q 0 REMARKS So PLAN REVISION SUBMITTAL _% 4 DATE 'I 05-04-2018 PA / PM: KAN DRAWN BY: 000 JOB NO.: SEA17—OOXX-00 SHEET A0 .1 C/) f— z W 2 U 0 0 ce 0 Co d' CV Wed, 02 May 2018 (AU ITU 1111111111 II- IHIS SHhJI IS NUI 5U x42 II IS A KhUU( L) HKI\I FLOOR PLAN NOTES SEE SHEET A0.2 FOR GENERAL NOTES 1 EXISTING STRUCTURAL COLUMN TO REMAIN. 2 EXISTING CONCRETE SLAB. 3 EXISTING RAMP TO REMAIN. 4 NEW WALL OPENING REFER TO STRUCTURAL SHEETS FOR MORE INFORMATION. 5 MEZZANINE LINE ABOVE. 6 EXISTING ROLL—UP DOOR TO REMAIN. 7 EXISTING REINFORCED CONCRETE WALL/FIRE BARRIER. V.I.F. g EXISTING CONCRETE PIER TO REMAIN. 9 VERIFY EXISTING OPENING IN FIELD. 10 FUTURE CONVEYOR SYSTEM UNDER A SEPARATE PERMIT. THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. RAMP UP TO MEZZANINE LEVEL 1 11111111.1111111111111111111111 [I nllam WEII aahlamonlii1likk .amu nuu1a{1Ia•wa1MuI� a:11111MM1laa1111� ANINE it x 11...11.... ■..._ 11 It43iuuuuu ■iii ' 1la.1.111 I.: •..u11pi111aM sIlamtgaiorl 111111 r II II IN MI i maii WM. 1.1.1.1.11111,11ANI g4 .. . r .. .. ■ . • . ■. . . t ii i i i i ■— .. i i DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO Li O 0 ON • O N 3/8"=1'-0" I I I 0 1' I ELEVATION 'C' - TYPICAL WALL REMOVAL SCALE: 3/8"=1'-0" 1/32"=1'-0" �I I 1 16" 3 FIRST FLOOR PLAN 128" SCALE: 1/32"=1'-- -..4.. /32"=1'— __ 11K11otN I I:iiiI11mm11®:1:m 111111 __ a,ttlo1�1111i1I1111R'RRMII Ip�Rr,11i�11II:r:iuuiII 111111 1IUU II 111111:III11111111111.1111111111RI1111111111.11111111!111111111 $111111111111Ii 1.11111®1N111111111111111111111111111101011 1111111111.1111111111111111111111 W: \SEA\18\0003\00\Architectural\Cad\CD\PHASE ONE PLAN CHANGE\1803_A2.1.dwg REV1E1,'JED FOR CODE CO PLUANCE APPROVED RECEIVED CITY OF TUKWILA MAY 0 4 2018 /16"=1'- " I I SCALE: 3/16"=1'-0" W Cf) Q a� az W ct° Jaz= Q�Q 7§-4 >=1Cf" O0 Fj U o Q .r.."ti FLOOR PLAN REMARKS DRAWN BY: cadd JOB NO.: SEA17—OOXX-00 DATE REMARKS PLAN REVISION SUBMITTAL LL\ II IA /I MI DATE .. 05-04-2018 1.111 IDN PA / PM: KAN DRAWN BY: cadd JOB NO.: SEA17—OOXX-00 SHEET A2.1 U) z w 2 U 0 H 2 oC w 0 Co N Wed, 02 May 2018 W: \SEA\18\0003\00\Architectural\Cad\CD\PHASE ONE PLAN CHANGE\1803_A2.2.dwg CAU HUN: II- I HIS SHJI I IS \U I ,5U x42 I I IS A HEDU(EU 1�1-<1\ a ® a 0 a a A 4 .a . o -- s 4 a 4° d d a .4 ^ o a tl' d :a a . a. 4 . p •d. a� a d a a- •K� d' a" a • a : -a a. a • d a' qI d .d 'd a . 001- a 4 a• 4 d • 4 a ( a 4 d a •l . .d 4 a" 4 •. Q 4 - . la. • pa - d d d' 'd a - .p Is Z7ANINE d d 'a. I N 0 I 7t - N O I N O I N O d N O I N t NO "aa MEZZAI' INE >24o d 0 d - N 0 9 ▪ 1- N 1/32"=1'-0" 0 16" 32" 64" 128" NO WORK ON EAST SIDE OF THE BUILDING MEZZANINE — FLOOR PLAN ED SCALE: 1 /32"=1'-0" 1-1 a a. a Q a A 4 a. 4. Ll 4 .a - Q u a 1/4"=1'-0" fII I I 0 2' 4' 8' 16' .Q. "n a 4 a a L a ENLARGED — MEZZANINE PLAN 'A' SCALE: 1/4"=1'-0" FLOOR PLAN NOTES SEE SHEET A0.2 FOR GENERAL NOTES EXISTING STRUCTURAL COLUMN TO REMAIN. EXISTING CONCRETE MEZZANINE FLOOR. OUTLINE OF MEZZANINE TO REMAIN. VERIFY LOCATION IN FIELD. CUT OPENING IN EXISTING CONCRETE MEZZANINE FLOOR. REFER TO STRUCTURAL PLANS FOR MORE INFORMATION. 1 2 3 REVs`E VED FOR CODE CO 4'iPLIANCE APPROVED MAY 252010 City of Tukwila BUILDING DIVISION RECEI y'ED CITY OF TUKW:LA MAY 04 20;3 PERMIT CENTER THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON iw 2 O i Wg:4 � 0 dr< "O ctiN -J W Cf) Q O Q 07; 2 EL Z �wWz Q ow( Q D 2 Q cm Oj 0 Q CDN- ‘r— PA PA / PM: KAN DRAWN BY: cadd JOB NO.: SEA17—OOXX-00 SHEET A2.2 z w U 0 0 I— 2 w 0 00 N Wed, 02 May 2018 J:\2018 Protects\18-056 Macy's Warehouse Upgrade\CADD\18-056 S1.0 (GSN Plans details).dwg, 5/4/2018 9:53:23 AM, TLT C U 0\ IF THIS S _- IT IS 1\OT 30"x 2" IT IS AR STRUCTURAL NOTES GENERAL REQUIREMENTS BUILDING CODE & REFERENCE STANDARDS: The "International Building Code" (IBC), 2015 Edition, as adopted and modified by the JURISDICTION, governs the design and construction of this project. Reference to a specific section in the Code does not relieve the contractor from compliance with the entire materials reference standards noted below. The latest edition of the materials reference standards shall be used. SCOPE OF STRUCTURAL WORK: Provide support for penetrations in existing concrete tilt up and existing floor diaphragm. DEFINITIONS: The following definitions apply to these general notes: • "Structural Engineer of Record" (EOR) - The structural Engineer who is legally responsible for stamping & signing the structural documents for the project. The EOR is responsible for the design of the Primary Structural System. • "Specialty Structural Engineer (SSE) - A licensed professional Engineer, not the EOR, who performs specialty structural engineering services necessary to complete the structure, who has experience and training in the specific specialty. The General Contractor, subcontractor, or supplier who is responsible for the design, fabrication and installation of specialty -engineered elements shall retain the SSE. Submittals shall be stamped and signed by the SSE. Documents stamped and signed by the SSE shall be completed by or under the direct supervision of the SSE with a PE license issued by the State of Washington. • "Deferred Submittals - Deferred Submittal is engineering work to be designed -by -others or bidder -designed. NOTE PRIORITIES: Notes on the individual drawings shall govern over these general notes. SPECIFICATIONS: Refer to the contract specifications for information in addition to that contained in these notes and the structural drawings. Refer to these notes, structural drawings, and architectural drawings which serve as specifications for this project. DRAWINGS: Structural drawings call out both typical and atypical details of construction. At conditions not specifically called out but of similar character to details in the drawings, similar construction shall be used unless noted otherwise by the Architect or Engineer. Details may not necessarily be called out on the structural drawings, but still apply. ARCHITECTURAL DRAWINGS: Refer to the Architectural drawings for information including, but not limited to: dimensions, elevations, slopes, door and window openings, non-bearing walls, curtain walls, stairs, elevators, curbs, drains, depressions, railings, waterproofing, finishes and other nonstructural items. COMMUNICATION: Correspondence related to the structural design of this project shall be submitted in the form of a Request For Information (RFI) to the design professional managing this project, usually the Architect, to distribute to the EOR. Once the EOR receives the RFI from the Architect, the EOR shall submit the response back to the Architect in a timely manner, usually within two weeks. STRUCTURAL RESPONSIBILITIES: The EOR is responsible for the strength and stability of the Primary Structure in its completed state. CONTRACTOR RESPONSIBILITIES: The contractor is responsible for the means and methods of construction and all job related safety standards such as OSHA and WSHA. The contractor is responsible for the strength and stability of the structure during construction and shall provide temporary shoring, bracing and other elements required to maintain stability until the structure is completed. It is the contractor's responsibility to be familiar with the work required in the construction documents and the requirements for executing it properly. DISCREPANCIES: In case of discrepancies between these general notes, the contract drawings and specifications, and/or reference standards, the EOR shall determine which shall govern. Discrepancies shall be brought to the attention of the EOR before proceeding with the work. Accordingly, any conflict in or between the Contract Documents shall not be a basis for adjustment in the Contact Price. SITE VERIFICATION: The contractor shall verify all dimensions and conditions at the site prior to fabrication and/or construction. Conflicts between the drawings and actual site conditions shall be brought to the attention of the EOR before proceeding with the work. All underground utilities shall be determined by the Contractor prior to excavation or drilling. ADJACENT UTILITIES: The contractor shall determine the locations of all adjacent underground utilities prior to excavation or pile placement. Any utility information shown on the drawings and details is approximate and not necessarily complete. DESIGN CRITERIA CONSTRUCTION LOADS: Loads on the structure during construction shall not exceed the design loads or the capacity of the partially completed construction. WIND DESIGN: Partition Live Load 5psf SEISMIC DESIGN: Earthquake design is determined using Chapter 12 ASCE 7-10 in accordance with IBC Chapter 16 with the following factors: Importance Factor le = 1.0 Risk Category= II Ss = 1.452 g Sds = 0.968 g S1 = 0.541 g Sd1 = 0.541 g Site Class = D Seismic Design Category = D DEFLECTIONS: Floor Dead Plus Live Load Deflection Limit: 1/240 Floor Live load Deflection Limit: 1/260 LIVE LOADS: Manufacturing 12.5 PSF DEFERRED SUBMITTAL LOADS: All pre-engineered, pre -fabricated, pre -manufactured, or other products designed by others shall be designed for the tributary dead and live loads plus wind, earthquake, and component, and cladding loads when applicable. Design shall conform to the project drawings and specifications, reference standards, and governing code. Metal Deck and Topping Dead Load Total Deflection Limit Live Load Deflection Limit 50 PSF U240 L/360 SUBMITTALS SUBMITTALS: Shop Drawings shall be submitted to the Architect/EOR prior to any fabrication or construction for all structural items as noted below. The contractor shall review and place a shop drawings stamp on the submittal before forwarding to the EOR. Submittals shall be made in time to provide a minimum of one week for review by the EOR. Additional submittals required for this project are specified in the specific sections below. Reference the individual material section for specific information to be included in the submittal.. If the shop drawings differ from or add to the design of the Structural drawings, they shall bear the seal and signature of the Washington State Registered Professional Engineer who is responsible for the design.. Structural steel ALTERNATES: Product or manufacturer components specified in these drawings are used as the basis of design for this project. Alternates for specified items may be submitted to the EOR for review. However, contractor shall submit a current ICC-ESR/IAPMO-ER report identifying that an alternative component has the same or greater load capacity than the specified item. SHOP DRAWING REVIEW: Review by the Architect/EOR is for general compliance with the design concept and the contract documents. Dimensions and quantities are not reviewed by the EOR, and therefore, must be verified by the General Contractor. Markings or comments shall not be construed as relieving the contractor from compliance with the project plans and specifications, nor departures therefrom. The contractor remains responsible for details and accuracy; for confirming and correlating all quantities and dimensions; for selecting fabrication processes; for techniques of assembly; and for performing work in a secure manner. When shop drawings (component design drawings) differ from or add to the requirements of the Structural drawings they shall be designed and stamped by the responsible SSE. Allow one week for EOR review time. DEFERRED SUBMITTALS: Per IBC Section 107.3.4.1, drawings, calculations, and product data for the design and fabrication of items that are designed -by -others shall bear the seal and signature of the Washington State Registered Professional Engineer (SSE) who is responsible for the design and shall be submitted to the Architect/EOR and the building department for review prior to fabrication. Allow one week for EOR review time. The SSE shall submit stamped and signed calculations and shop drawings to the EOR for review. Review of the SSE's shop drawings is for general compliance with design criteria and compatibility with the design of the primary structure and does not relieve the SSE of responsibility for that design. All necessary bracing, ties, anchorage, and proprietary products shall be furnished and installed per manufacturers instructions or the SSE's design drawings and calculations. design of the connection to the primary structure is the responsibility of the supplier and SSE. Submitted calculations are for cursory review only and will generally not be returned. Deferred submittals include but are not limited to the following: TESTS & INSPECTIONS INSPECTIONS: All construction is subject to inspection by the Building Official in accordance with IBC Sec 110. The contractor shall coordinate all required inspections with the Building Official. Submit copies of all inspection reports to the Architect/EOR for review. The Building Official may accept inspection of and reports by approved inspection agencies in lieu of Building Official's inspections. The contractor shall obtain approval of Building Official to use the third -party inspection agency and contractor shall alert the Architect/EOR as such. SPECIAL INSPECTIONS: In addition to the inspections required by IBC Sec 110, a Special Inspector shall be hired by the Owner as an independent third -party inspector to perform the special inspections per IBC Ch. 17. The EOR shall be independent of the special inspection process. Please direct questions regarding Special Inspection to the Building Authority or an approved special inspection agency. Special inspections shall be performed by an approved testing agency as outlined in the Special Inspection Schedule, the contract documents, and/or the project specification. Special Inspections shall meet the requirements outlines in the specific materials sections of IBC Sec 1705. The contractor is responsible for scheduling the inspections, per the city/Building Official requirements. Special Cases Continuous inspection of post -installed anchors. STRUCTURAL STEEL DESIGN STANDARDS: Structural steel for this project is designed in accordance with the latest edition of the AISC Steel Construction Manual. REFERENCE STANDARDS: Conform to: (1) AISC "Code of Standard Practice for Steel Buildings & Bridges." (2) RCSC "Specification for Structural Joints using ASTM A325 or A490 Bolts." (3) AWS D1.1 "Structural Welding Code - Steel." (4) AWS D1.3 "Structural Welding Code - Sheet Steel.' MATERIALS: Structural WF Shapes Other Structural Shapes Bars & Plates HSS Structural Tubing Bolts Nuts Washers (flat or beveled) Welding Electrodes Expansion Anchors WELDING: Conform to AWS Dl. materials to be welded. BOLTS: Bolted assemblies shall noted. ASTM A992, Fy =50 ksi ASTM A36, Fy =36 ksi ASTM A36, Fy =36 ksi ASTM A500, Grade B, Fy =46 ksi ASTM A325 ASTM A563 or ASTM A194, Grade 2H ASTM F436 E70XX, 70 ksi, low hydrogen, typical Simpson Strong Bolt 2 1. Welders shall be certified in accordance with WABO requirements. Use E70 electrodes of type required for include bolt, nut, and washer at each exterior faying surface. All holes standard sized, unless otherwise CAST -IN -PUCE CONCRETE REFERENCE STANDARDS: Conforms to the latest editions of the following: (1) ACI 318 "Building Code Requirements for Structural Concrete and Commentary". (2) IBC Chapter 19. CONCRETE MIXTURES: Conform to ACI 318 Chapter 19 "Concrete: Design and Durability Requirements." MATERIALS: Conform to ACI 318 Chapters 19 & 20. Member Type/Location Infill Concrete TABLE OF MIX DESIGN REQUIREMENTS Strength Test Age Maximum Exposure Max Minimum (psi) (days) Aggregate Classification W/C Ratio Air Content 2500 28 1" FO, CO 0.45 - MIX DESIGN NOTES: (1) W/C Ratio: Water-cementitious material ratios shall be based on the total weight of cementitious materials. Ratios not shown in the table above are controlled by strength requirements. (2) Cementitious Content: The use of fly ash, other pozzolans, silica fume, or slag shall conform to ACI 301 Sec 4.2.2 9b. Maximum amount of fly ash shall be 20% of total cementitious content unless reviewed and approved otherwise by EOR. Air Content: Conform to ACI 301 Sec 4.2.2.4. Horizontal exterior surfaces in contact with the soil require entrained air. Use Exposure Category FO, SO, WO, and CO unless noted otherwise. Tolerance is +/- 1.5%. Air content shall be measured at point of placement. Exposure Classification: The mix design provided shall meet the requirements of ACI 318 Chapter 19, based on the exposure classification indicated in the table above. Slump: Unless otherwise specified or permitted, concrete shall have at the point of delivery, a slump of 4" +/- 1". For additional criteria, reference ACI 301 Sec 4.2.2.2. (3) (4) (5) MEASURING, MIXING, AND DELIVERY: Conform to ACI 301 Sec 4.3. HANDLING, PLACING, CONSTRUCTING, AND CURING: Conform to ACI 301 Sec 5. CONCRETE REINFORCEMENT REFERENCE STANDARDS: Conform to: (1) ACI 301 "Standard Specifications for Structural Concrete."Sec 3" Reinforcement, and Reinforcement Supports." (2) IBC Chapter 19, Concrete. (3) ACI 318 and ACI 318R. (4) ACI SP -66 "ACI Detailing Manual" including ACI 315 "Details and Detailing of Concrete Reinforcement." (5) CRSI MSP -2 "Manual of Standard Practice." (6) ANSI/AWS D1.4 "Structural Welding Code - Reinforcing Steel." MATERIALS: Reinforcing Bars Tie Wire ASTM A615, Grade 60, deformed bars. 16.5 gage or heavier, black annealed. (E) METAL DECK & TOPPING PER PLAN ii /4 ii /4 COPE TOP FLANGE TO FIT , r=‘,.1 r--\° //// ////,..A 0 1 BEAM PER PLAN (E) JOIST BEYOND, PER PLAN // e 1" .(/ MAX BEAM TO BEAM CONNECTION -1/4" SHEAR TAB x 4"x12" W/ (4) 3/4"� A325 THRU BOLTS (E) BEAM PER PLAN SCALE: N.T.S. 36'-0" (4) <K=J(21,ST. . d < • . a a 41 PARTIAL MEZZANINE FRAMING PLAN SCALE: 1/4" = a a a () METAL4 DECK & TOPPING a 3/ '16 SHIM PER PLAN 11111&t.„ 7-- (E) METAL DECK 8c TOPPING PER PLAN BEAM PER PLAN, REF 4/S1.0 FOR BEAM TO BEAM CONNECTION (E) BEAM PER PLAN JOST TO BEAM CONNECTION SCALE: N.T.S. (E) METAL DECK 8c TOPPING PER PLAN SHEAR TAB x 4"x12" N (4) 3/495 A325 THRU BOL -F. CcD) (E) JOIST PER PLAN 1-12 SHIM PER PLAN BEAM PER PLAN SLAB CONNECTION TO BEAM SCALE: 1"=1'-0" (E) JOIST PER PLAN REVIE.WED FOR CODE COMPLIANCE APPROVED MAY 2 5 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 04 2018 PERMIT CENTER OCA- THE NOTICE OF WARE MALCOMB PRIOR AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY DRI\T PA / PM: REMARKS DRAWN BY: TLT JOB NO.: DEI #18-056 DATE REMARKS PERMIT SUBMITTAL INFILL REVISION PLAN REVISION SUBMITTAL DATE 00 ...7.7„. 0) ...., 3/9/18 00 ..1....; .4- -....... C•1 til PA / PM: EJE DRAWN BY: TLT JOB NO.: DEI #18-056 SHEET J:12018 Projects\18-056 Macy's Warehouse Upgrade\CADD\18-056 S1.1 (Plan, Elev).dwg, 5/4/2018 9:53:33 AM, TLT L CA„ TI O\ IF T IS s IT IS \OT 30"xL-2" IT IS A RE3.JC 0 ° ° a a ° a a A a ° a ° DEMO (E) PRECAST CONC WALL PANEL AS SHOWN; SAW CUT AS NEEDED, DO NOT OVER CUT @ CORNERS & FLOOR, TYP ° a a a° a a 4 (E) PRECAST CONC ° COLUMN, TYP a a a a a a ° (E) PRECAST CONC WALL PANEL a ° a a ° A a ° a a° ° a a A a a a ° ° a ° a a ° a a a ° a ° (E) CONVEYOR BELTS, TYP • 3" MIN TO REMAIN, TYP ENLARGED ELEVATION SCALE: 1/2" = 1'-0" 111111123M111111111111111 IIIIIIIIII IIIIIIIIIIIIII 11111111111111111111111111E11011111111111111111111111111111111 111111111111111111111111111(I DEMO PORTION OF OPNG, WHERE SHOWN, TYP REV E , JED FOR CODE CO 'e='LIANCE APPROVED MAY 2 5 2018 City of Tukwila BUILDING DIVISION i111111111111111111111111111111 11111iiiiiiiiiiI1111111111111111111 11111111111111111TE111111111111 r L 1 (E) PRECAST CONC COLUMN & WALL PANEL ,TYP PARTIAL FLOOR FRAMING PLAN SCALE: 1/8" = 1'-0" 0' .5x' 1 x' 2x' CI CENE F TUKWILA MAY 042018 PERMIT CENTER VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. THESE DRAWINGS AND SPECIFICATIONS ARE D 9 I\T c43 01 k"1.4 _ 2 p) g <1/41 architecture N A Po 3015 112th avenue NE, suite 205 w � Q c:13 owed!, T Qaz WOHw Qctw� Oa >LT, F._2 ft; >=IWV" U o� ti 2 qv PA / PM: REMARKS DRAWN BY: TLT JOB NO.: DEI #18-056 DATE - REMARKS PERMIT SUBMITTAL INFILL REVISION PLAN REVISION SUBMITTAL DATE 03 0) N 3/9/18 5/4/18 ‘- N PA / PM: EJE DRAWN BY: TLT JOB NO.: DEI #18-056