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Home My WebLink AboutPermit M19-0192 - RESHMI'S GROUP - PREVIOUSLY PERMIT M17-O018: ADDITION OF 40' X 30', (2) DOOR WALK IN FREEZER TO NW CORNERRESHMI'S GROUP INC 1120 ANDOVER PARK E FINALED 04/11/2023 M19-0192 Parcel No: Address: �~^�«x � ^U v~U�� n Tukwila Department mfCommunity Development 630OSouthoentwrBoulevard, Suite #1UQ Tukwila, Washington 98188 Phone: 206'431'3670 Inspection Request Line: 2O6'438'935O Web site: http://www.TukwilaWA.jzov MECHANICAL PERMIT 2623049008 Permit Number: W119'0192 Project Name: RESMK4|'SGROUP INC Issue Date: 12/27/2019 Permit Expires On: 6/24/2020 Owner: AANGANPROPERTIES LL[ 4l54I33ZNDPi'FEDERAL WAY, WA, 98001 Contact Person: Name: lAKUAY[HAVVLA/ZAFAR|QB4L Phone: (286)575-0050 Address: 1l20ANDOVERPARK [,TUKVV|LA, VVA'981D8 Contractor: Name: ZIP MECHANICAL Phone: (206)861-2512 License No: Z|PMEM~842KD Expiration Date: 5/4/2020 Lender: Address: ''' � DESCRIPTION OFWORK: ISSUED PREVIOUSLY 0mPERMIT: W1I7f0018:ADDITION OF4O'X30',(Z)DOOR WALK |NFREEZER TONVVCORNER OF EXISTING WAREHOUSE.CONCRETE SLAB ALSO REMOVED AND REPLACED WITH REDIANT HEATING. COMPRESSOR WILL BE OUTSIDE OF BLDG ON CONCRETE SLAB. CONSTRUCTION PLANNED TO BEGIN IN THE FIRST HALF OFNEXT YEAR. Valuation of Work: $25,000.00 Type nfWork: NEW Fuel type: ELECT Fees Collected: $530.64 Electrical Service Provided by: PUGETSOUND ENERGY Water District: TUKVV|LA 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: ized Signature: National Electrical Code: VVACities Electrical Code: VV4[296~Y6B: WA State Energy Code: Date: 05 21 05 21 2017 2017 2017 | hearby certify that | 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. | am authorized to sign and obtain this development permit and agree tothe conditions attached tothis permit. Signature: Print Name: Date: This permit shall become null and void if the work isnot commenced within ID0days for the date ufissuance, or if the work is suspended orabandoned for aperiod ofl8Odays from the last inspection. PERMIT CONDITIONS: J: 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 bedone inaccordance with applicable standards. (|FC9OI.4)(EXTENDSPRINKLER PROTECTION TO THE WALK-IN FREEZERj 1: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval ofdrawings prior toinstallation ormodification. New sprinkler systems and all modifications tosprinkler systems involving more than S0heads shall have the written approval ofFactory mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior tosubmittal tnthe Tukwila Fire Prevention Bureau. Mosprinkler work shall commence without approved drawings. (City Ordinance No. Z436). Z: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #Z436and #2437) 4: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ofsuch condition orviolation. S: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at(ZO6)57S'4407. 6: 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. 7: Manufacturers installation instructions shall beavailable onthe job site at the time ofinspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (2o6)438'g35o 1400 FIRE FINAL I800 MECHANICAL FINAL 0701 ROUGH'|NK4E[HAN|[AL CITY OF TUKW1 Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. IT ( Project No. Date Application Accepted: /2-Z. 4c7 Date Application Expires: (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION King Co Assessor's Tax No.: 2623049098 Site Address: 1120 Andover Park E, Tukwila WA 98188 Suite Number: Floor: GF Tenant Name: Reshmi's Group Inc PROPERTY OWNER Name: Aangan Properties LLC Address: 1120 Andover Park E City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Sanjay Chawla / Zafar Igba1 Address: 1120 Andover Park E City: Tukwila State: WA Zip: 98188 Phone: (206) 575-0050 Fax: (866) 935-3247 Email: accounting@reshmisgroup.com New Tenant: ❑ Yes E .. No MECHANICAL CONTRACTOR INFORMATION Company Name: ZIP MECHANICAL Address: 5538 S. Avon St. City: Seattle State: WA Zip: 98178 Phone: (206) 861-2512 Fax: Contr Reg No.: ZIPMEM*842KD Exp Date: 04/15/2020 Tukwila Business License No.: Valuation of project (contractor's bid price): $ 25,000 Describe the scope of work in detail: We would like add 40' x 30' walk in freezer inside our existing warehouse. It will be on north west corner of the warehouse with two doors (one slinding and a small door). The floor level will be the same as existing level where existing slab will be removed and new one will be constructed with rediant heating. The compressor will be outside of building sitting on the concerete slab. We have planned to construct in the first half of next year. Frevioy� O iSSvtect) ni I7 - 601 e. Use: Residential: New ❑ Replacement ❑ 6 Commercial: New 0 Replacement ❑ Fuel Type: Electric..... Gas ❑ Other: H:\Applicalions\Forms-Applications On Line\2016 Applications\Mechanical Permit Application Revised 1-4-16.docx Revised: January 2016 Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >100k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/I,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu Noise: Mechanical units need to be in compliance with the Tukwila Noise Code. Maximum permissible sound levels are based on from where the sound is created and where the sound is heard. Additionally, if sound can be heard from within a house at night in a residential zone it may not be allowed. For more details, see TMC 8,22 District of Sound Producing Source District of Receiving Property Residential, Daytime* Residential, Nighttime Commercial Industrial Residential 55 dB(A) 45 dB(A) 57 dB(A) 60 dB(A) Commercial 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) Industrial 60 dB(A) 50 dB(A) 65 dB(A) 70 dB(A) *Daytime means 7AM-10PM, Monday through Friday and 8AM-10PM, Sa A few sounds are exempt from the noise code, including: • Warning devices; • Construction and property maintenance during the daytime hours (7am-lOpm); Testing of backup generators during the day. rday, Sunday and State -recognized holidays. 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 extension of time for additional periods not to exceed 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 OR AUTHORIZED AGENT: Signature: Date: 12/02/2019 Print Name: Sanjay Chawla Day Telephone: (253) 217-7166 Mailing Address: 1120 Andover Park E Tukwila WA 98188 City State Zip HAApplicationsTorms-Applications On Line\2016 ApplicationsWeehanical Permit Application Revised I-4-16.docx Revised: January 2016 Page 2 of 2 Receipt Number R19185 DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID 530.64 M19-0192 Address: 1120 ANDOVER PARK E Apn: 2623049098 $530.64 MECHANICAL $510.23 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100,00.00 0.00 $375.03 PLAN CHECK FEE R000322.102.00.00 0.00 S102.05 TECHNOLOGY FEE $20.41 TECHNOLOGY FEE R000.322,900.04.00 0.00 $20.41 TOTAL; FEES PAID BY RECEIPT: R19185 $530.64 Date Paid: Monday, December 02, 2019 Paid By: AANGAN PROPERTIES LLC Pay Method: CHECK 1012 Printed: Monday. December 02. 2019 4:05 PM 1 of 1 el171111 Permit Number: M19-0192 Permit Inspections City of Tukwila Description: RESHMI'S GROUP INC Applied: 12/2/2019 Approved: 12/26/2019 Site Address: 1120 ANDOVER PARK E Issued: 12/27/2019 Finaled: Status: EXPIRED Parent Permit: Parent Project: Details: City, State Zip Code:TUKWILA, WA98188 Applicant: RESHMI'S GROUP INC Owner: AANGAN PROPERTIES LLC Contractor: ZIP MECHANICAL ISSUED PREVIOUSLY ON PERMIT: M17-0018: ADDITION OF 40' X 30', (2) DOOR WALK IN FREEZER TO NW CORNER OF EXISTING WAREHOUSE.CONCRETE SLAB ALSO REMOVED AND REPLACED WITH REDIANT HEATING. COMPRESSOR WILL BE OUTSIDE OF BLDG ON CONCRETE SLAB. CONSTRUCTION PLANNED TO BEGIN IN THE FIRST HALF OF NEXT YEAR. Engineering calculations and revised plans submitted to relocate compressor from outside to roof. Additional plan review fees required. jh 1i1 INSPEGTIONS SCHEDULED DATE COMPLETED,DATE TYPE INSPECTOR RESULT REMARKS MECHANICAL. FINAL Bill Centen Notes: SPRINKLERS BEN HAYMAN Notes: FIRE FINAL BEN HAYMAN Notes: 12/22/2020 AM 12/22/2020 ROUGH -IN MECHANICAL Darrin Graham APPROVED 425-445-9006 Notes: Printed: Tuesday, 06 July, 2021 1 of 1 SUPERION Ci5ERMFT Cr) RD COPY (::) PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0192 DATE: 12/2/2019 PROJECT NAME: RESHMI'S GROUP INC SITE ADDRESS: 1120 ANDOVER PARK E X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works Structural PRELIMINARY REVIEW: Not Applicable ri (no approval/review required) ArtA Fire Prevention Lil Planning Division Permit Coordinator r 1 DATE: 12/3/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/31/2019 Approved Corrections Required E LI (corrections entered in Reviews) Approved with Conditions — Denied Denied (ie: Zoning Issues Notation: LI 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 0 Some online services are currently unavai able, See a list of service outages. (httos://In'. a.goviagency/system-stalus) \40 Labor & Industries (https://lni,wa.gov) Contractors 122 MECHANICAL Owner or tradesperson Principals DZIP, HOA TRUNG, PARTNER/MEMBER Doing business as ZIP MECHANICAL WA 1.)B1 No. 603 609 185 Parent company Zip Mechanical LLC 5538 SOUTH AVON ST SEATTLE, WA 98178 206-861-2512 KING County Business type Limited Liability Company Governing persons HOA T DZIP HUNG DZIP; 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. ZIPMEM*842KD Effective — expiration 05/04/2016— 05/04/2020 Bond Wesco Insurance Co Bond account no 46WB075151 $12,000 00 Received by L&I Effective date 05/04/2016 05/0312016 Expiration date Until Canceled Insurance Security National Insurance $1,000,000.00 Policy no. NA115450303 Received by L&I Effective date 04/12/2019 04/15/2019 Expiration date 04/15/2020 Insurance history 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. License Violations I I — _ — — — — — — _-- — — — — — — — — — — 98'-2" EXISTING ROOF OUTLINE (NO CHANGE) ------- ---- — I o� I (E) STEEL POST ------------ (6TOTAL) 170"(L) x 45"(W x 5 " (t., I ROOF TOP UNIT. MAX _l� /!Za WEIGHT = 1870 L.ES 95°°`'` r''�`'`` D EXISTING STORAGE FILL P- �OVc: �~ RAMP' :.:_Ag METAL. FREEZER FREEZER FLOOR ,. _ C x8' IDiNG t =' DOOR • r ' --------- 1 ! j FREEZER L r 12' R=TAHN NG WALL. OFFICE SPACE EXISTING PARKING AREA 213.76' �. I ANDOVER PARK EAST SITE PLAN 20' 0 10' 20' 40' SCALE: 1" = 20' 8" CONC SLAB W/ #5 @12"ocEWAT EXISTING 14" v o v v. MID -DEPTH OF SLAB SLAB ON GRADE nsulation Barrier 4" to 6" COMPRESSIVE STRENGTH 30 PSI MIN VAPOR BARRIER SEPARATE_ PERMIT 2x10 REDWOOD U VV V U U Aggregate (sand, gravel) E UI �D O Ql (THERMAL-BREA U ° [,'Electrical K) AROUND E�r Plumbing PERIMETER [-Gas Piping v a v City of Tukwila 4" SLAB ON GRADE BUILDING DIVISION SAWCUT EXIST SLAB HEATING MAT - 1/2" RED NOTE: FOR THE NEW PEX TUBING CONTRACTOR / OWNER SHALL HAVE FREEZER A PLAN FOR LONG-TERM SLAB MAINTENENCE FOR THE FREEZER FLOOR. FREEZER FLOOR ASSEMBLY 6 ?Qn COCtif}t M d0ft .A 1 r ._ • c , +nq momei r00e'3= ? + 30 .): e v F�ela Cone and .y�y7 a •-cw ecw�ec d C]YhGj_ Ott — 3'-0" --NEW FREEZER SLAB #5 F— @ 12" oc.- Lr; -UNDERLAYER ASSEMBLY ---- r �— '\ REF DETAIL 6/S2 8" CONIC WALL w/ #5 VERT @ 12"-- I l oc, #4 HORIZ @ 12" oc. PLACE— VERT. AT CENTER OF WALL TYP. h j ---' 9.5% COMPACT FILL L� DRILL IN AND EPDXY INTO EXIST \` WALL 4" EMBED BY HILTI HIT xd REVISIONS HY-200 RESIN. a new Nan, \\ --EXIST SLAB Cd! Q aiiianal plan revWx, GRADE RAMF*" "'- \---♦=XIST CONIC WALL � Vr INTENTIONALLY ROUGHEN EXIST SURFACE TO 4" AMPLITUDE _.._ --EXIST FOOTING 1 .5R6/ EXPIJU RETAINING WALL SECTION 12 JUN242021 11/13/19 D TUK%%ILA W SCE 0 2 2019 U) R%!G CENTER D CONSTRUCTION SEQUENCE NOTES: t., 2 1 . Q 2 LU :5 1. SAWCUT EXISTING SLAB; 2. EXCAVATE TO EXPOSE EXISTING PANEL WALL FOOTING;° .._.. Q 3. MEASURE THE EXISTING FOOTING SIZE AND REPORT TO ENGINEER; 4. AFTER ENGINEER EVALUATE THE EXISTING CONDITION, CONSTRUCT CONIC RETAINING WALL; 5. BACKFILL AND COMPACT THE SOIL PER STRUCTURAL DETAIL; 6. CONSTRUCT FREEZER FLOOR ASSEMBLY; 19--_0 7. MOVE THE FREEZER COMPRESSOR TO THE EXISTING CONC PAD OUTSIDE OF BLDG; 8. INSTALL THE FREEZER DUCT; �Yapproval stamp 9. INSTALL NEW DOOR AND WALL FRAMING. NOTE THAT EXISTING ROLLING DOOR TO REMAIN. NEW RETAINING WALL TO BE BUILT INSDIE THE ROLLING DOOR E m >CL Z a NTP Engineers 16507 NE 50th St - Redmond WA 98052 housedesign4u@outlook.com 425-891-5111 GENERAL STRUCTURAL NOTES 2015 INTERNATION BUILDIN CODE (IBC 2015) CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE INTERNATIONAL BUILDING CODE (IBC)(2012 EDITION). 2. DESIGN LOADING CRITERIA ACTIVE SOIL PRESSURE............................................................ 40 PCF (ASSUMED) PASSIVE SOIL PRESSURE........................................................ 250 PCF (ASSUMED) SOIL FRICTION....................................................................... 0.3 (ASSUMED) SURCHARGE AT FREEEZER..................................................... 250 PSF 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTIONS, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. GEOTECHNICAL 10. IF SOILS ARE FOUND TO BE OTHER THAN SPECIFIED BELOW, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE. FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE, UNO. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE.................................................................. 2000 PSF CONCRETE 11. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI 318 AND ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF fc = 3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318-11, TABLE 4,4.1. 12. THE MINIMUM AMOUNTS OF CEMENT MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI 318-14, THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE PAID BY THE GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. 13. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy = 60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064. 14. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH 318-14. LAP ALL CONTINUOUS REINFORCEMENT #6 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM, LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318-14, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 15. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH • 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER)..... 2" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER) ..... 1-1/2" SLABS AND WALLS (INT FACE) ............ GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4" ANCHORAGE 16. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "HIT HY200" EPDXY ADHESIVE AS MANUFACTURED BY THE HILTI COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT ESR-3187. SUBSTITUTIONS PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH CURRENT ICC REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED, RODS SHALL BE ASTM A-36, UNO. 17. HEAVY DUTY THREADED CONCRETE ANCHORS SPECIFIED ON THE DRAWINGS SHALL BE "TITEN HD SCREW ANCHOR" AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY, INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT ESR-2713, INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS. SUBSTITUTIONS PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH ICC REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. 18. EXPANSION BOLTS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE "STRONG -BOLT" ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT CONFORMANCE TO ICC-ES REPORT ESR-1771, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. 19. DRIVE PINS AND OTHER POWDER -ACTUATED FASTENERS SHALL BE LOW VELOCITY TYPE (PDPWL- 300MG, 0.145" DIAMETER, UNO) AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT ESR-2138, MINIMUM EMBEDMENT IN CONCRETE SHALL BE 1", UNO. MAINTAIN AT LEAST 3" TO NEAREST CONCRETE EDGE. RECENED CITY 0;= TUKWILA DEC 0 2 20+9 PERMIT CENTER �Yapproval stamp E 0 a NTP Engineers 16507 NE 50th St - Redmond WA 98052 housedesign4u@outlook.com 425-891-5111 tr /1?dwd) ICIA NO. S1 J