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Home My WebLink AboutP_Plans_20250106_v1.pdfABV ABOVE AC AIR CONDITIONING ACC ACCESS ACT ACOUSTICAL TILE ADA AMERICANS WITH DISABILITIES ACT ADJ ADJACENT AFF ABOVE FINISHED FLOOR AL ALUMINUM ALT ALTERNATE ANB ANCHOR BOLT ANC ANCHOR, ANCHORAGE ANOD ANODIZED APPROX APPROXIMATE ARCH ARCHITECT, ARCHITECTURAL ASF ALUMINUM STOREFRONT AUTO AUTOMATIC BD BOARD BEL BELOW BET BETWEEN BLDG BUILDING BLKG BLOCKING BM BENCH MARK BOH BACK OF HOUSE B.O. OR B/BOTTOM OF BTM BOTTOM C/W COMPLETE WITH CB CATCH BASIN CG CORNER GUARD CJ CONTROL JOINT CLG CEILING CLR CLEAR, CLEARANCE CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONT CONTINUOUS OR CONTINUE CP COOLER PANEL CX CONNECTION DA DOUBLE-ACTING DEMO DEMOLISH, DEMOLITION DETL DETAIL (E)EXISTING EA EACH ELEC ELECTRIC, ELECTRICAL EQ EQUAL EQPM EQUIPMENT E/W EACH WAY EXTR EXTERIOR FA FIRE ALARM FCIC FURNISHED BY CONTRACTOR, INSTALLED BY CONTRACTOR FD FLOOR DRAIN FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FLOOR FFE FINISHED FLOOR ELEVATION FFL FINISHED FLOOR LINE FIN FINISH, FINISHED FCO FLOOR CLEANOUT FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOIC FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FOIO FURNISHED BY OWNER, INSTALLED BY OWNER FRP FIBERGLASS REINFORCED PANEL FTG FOOTING GA GAUGE, GAGE GALV GALVANIZED GC GENERAL CONTRACTOR, CONTRACTOR GI GALVANIZED IRON GWB GYPSUM WALL BOARD GYP GYPSUM HB HOSE BIB HDR HEADER HM HOLLOW METAL HT HEIGHT HVAC HEATING/VENTILATING/AIR COND. ID INSIDE DIAMETER IE INVERT ELEVATION INS INSULATE, INSULATED, INSULATION INTR INTERIOR L LENGTH LAV LAVATORY LVR LOUVER LW LIGHTWEIGHT MAS MASONRY MAT'L MATERIAL, MATERIALS MAX MAXIMUM MDF MEDIUM DENSITY FIBERBOARD MECH MECHANIC, MECHANICAL M/E/P MECH/ELECT/PLUMBING MFR MANUFACTURE, MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MTL METAL MW MILLWORK N NORTH (N)NEW NIC NOT IN CONTRACT NTS.NOT TO SCALE O/OVER OA OVERALL OC ON CENTER, ON CENTERS OD OVERFLOW DRAIN OH OVERHEAD OPP OPPOSITE OSB ORIENTED STRAND BOARD PCF POUNDS PER CUBIC FOOT PERF PERFORATE, PERFORATED PLF POUNDS PER LINEAL FOOT PLAM PLASTIC LAMINATE PLCS PLACES PLY PLYWOOD PNL PANEL PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED PTN PARTITION QT QUARRY TILE RD ROOF DRAIN REF REFERENCE OR REFER REFG REFRIGERATION REIN.REINFORCING, REINFORCED REV REVERSE (SIDE) RO ROUGH OPENING RWL RAINWATER LEADER S SOUTH SCH SCHEDULE SCWD SOLID CORE WOOD SD STORM DRAIN SF SQUARE FOOT SIM SIMILAR SPEC SPECIFICATION(S) SQ SQUARE SSTL STAINLESS STEEL STD STANDARD STL STEEL STRUCT STRUCTURAL T&G TONGUE AND GROOVE TBD TO BE DETERMINED TEL TELEPHONE TI TENANT IMPROVEMENT T.O. OR T/TOP OF TYP TYPICAL UNO UNLESS NOTED OTHERWISE VAR VARIES VB VAPOR BARRIER VERT VERTICAL VG VERTICAL GRAIN VIN VINYL VTR VENT THROUGH ROOF W WEST WD WOOD W/O WITHOUT WWF WELDED WIRE FABRIC W/WITH A. CONTRACTOR TO VISIT THE SITE TO VERIFY AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. IF CONFLICTS OCCUR, NOTIFY THE ARCHITECT IMMEDIATELY. COMMENCEMENT OF WORK IN ANY GIVEN AREA SHALL BE UNDERSTOOD TO REPRESENT THAT THE CONTRACTOR HAS CHECKED EXISTING CONDITIONS AND FOUND THEM SATISFACTORY TO ACCEPT HIS PORTION OF THE WORK. B. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS, LOCATIONS, AND CHARACTERISTICS OF ALL WORK AND EQUIPMENT AND COORDINATE WITH THE MANUFACTURER PRIOR TO THE START OF RELATED WORK. ANY VARIATIONS FROM INDICATED DIMENSIONS OR CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. WORK IN THE PROBLEM AREA SHALL NOT PROCEED UNTIL APPROVED BY THE ARCHITECT AND OWNER. C. CONTRACTOR SHALL INFORM ARCHITECT IN WRITING OF ANY AND ALL CONSTRUCTION DISCREPANCIES. ERRORS AND OMISIONS ON THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION PRIOR TO PROCEEDING WITH WORK AFFECTED BY SUCH DISCREPANCIES. D. NO CHANGES SHALL BE MADE WITHOUT THE APPROVAL OF THE OWNER AND/OR ARCHITECT. E. THE GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WORK WITH THE PROPERTY MANAGER. F. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES. G. PROVIDE FIRE-TREATED BLOCKING, BRACING, AND/OR STRUCTURE AS REQUIRED TO FACILITATE INSTALLATION OF ALL WALL MOUNTED EQUIPMENT. GENERAL CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE SUPPORT REQUIRED TO MAINTAIN THE INTEGRITY OF THE WALL AND SECURITY OF THE EQUIPMENT. H. GENERAL CONTRACTOR IS TO ENSURE THAT RATED WALLS AND ANY PENETRATIONS THROUGH RATED WALLS ARE CONSTRUCTED PER DETAILS AND IN ACCORDANCE WITH LOCAL, MUNICIPAL, STATE, AND REFERRAL CODES. ALL DOORS IN RATED WALLS SHALL BE PROPERLY RATED AND HAVE APPROPRIATE HARDWARE AND CLOSER AS INDICATED ON PLANS AND IN SCHEDULE. I. DO NOT SCALE DIMENSIONS. CALCULATE REQUIRED DIMENSIONS. WHERE THERE ARE DISCREPANCIES OR MISSING DIMENSIONAL INFORMATION CONTACT ARCHITECT IMMEDIATELY IN WRITING. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING PROJECT SAFETY DURING THE CONSTRUCTION PROCESS TO PROTECT PERSONNEL, TENANTS, AND BUILDING OCCUPANTS. REQUIREMENTS INCLUDE, BUT SHALL NOT BE LIMITED TO O.S.H.A. PART 1926, LATEST EDITION IN FORCE. K. G.C. TO PROVIDE DUMPSTER AT LOCATION APPROVED BY OWNER AND LOCAL AUTHORITIES. CONSTRUCTION DEBRIS TO BE REMOVED FROM JOBSITE AND PUT IN DUMPSTER DAILY. L.G.C. TO KEEP A COMPLETE AND CLEAR RECORD OF ALL DEVIATIONS FROM THIS SET OF DRAWINGS. DRAWING MARKUPS SHALL BE PROVIDED TO OWNER AND ARCHITECT AT COMPLETION OF PROJECT. PROJECT LOCATION PROJECT LOCATION PROJECT SITE ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB-CONTRACTORS. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. Sheet Title: Designer: Consultant: Project Manager: Reviewed By: Approved By: Project No: Drawn By: VICINITY MAP PROJECT CODE AND SCOPE SHEET INDEX SITE MAP PROJECT DIRECTORY GENERAL NOTESABBREVIATIONS Project Title & Address: Seal: City Approval: LOCATION PLAN 11 / 1 5 / 2 0 2 4 1 : 3 7 : 1 9 P M G001 COVER 281_P467002 INTERIOR REMODEL 601 MONSTER ROAD SW, RENTON, WA 98057 Designer DH BS BC 281_P-467002 BS 281_P467002 601 MONSTER ROAD SW, RENTON, WA 98057 OWNER CUMMING MANAGEMENT GROUP 1325 4TH AVE SUITE 1010 SEATTLE, WA 98101 CONTACT: SAM HANSEN 206.876.8008 ARCHITECT CUSHING TERRELL 1201 WESTERN AVENUE, STE 700 SEATTLE, WA 98101 CONTACT: DAVID HO 206.282.6222 STURCTURAL ENGINEER CUSHING TERRELL 1201 WESTERN AVE SUITE 700 SEATTLE, WA 98101 CONTACT: ASRADE MENGSTU 206.282.6222 GENERAL G001 COVER G101 CODE PLAN Description: No: By: Date: CODE SUMMARY APPLICABLE CODES 2021 INTERNATIONAL BUILDING CODE (IBC) WITH WA STATE AND REDMOND AMENDMENTS 2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC) WITH WA STATE AND REDMOND AMENDMENTS 2021 INTERNATIONAL MECHANICAL CODE (IMC) WITH WA STATE AND REDMOND AMENDMENTS 2021INTERNATIONAL FUEL GAS CODE (IFGC) WITH WA STATE AND REDMOND AMENDMENTS 2021INTERNATIONAL FIRE CODE (IFC) WITH WA STATE AND REDMOND AMENDMENTS 2021UNIFORM PLUMBING CODE (UPC) WITH WA STATE AND REDMOND AMENDMENTS 2021INTERNATIONAL ENERGY CONSERVATION CODE WITH WA STATE AND REDMOND AMENDMENTS 2023 NATIONAL ELECTRIC CODE (NEC) WITH WA STATE AND REDMOND AMENDMENTS 2009 ACCESSIBLE & USABLE BUILDINGS & FACILITIES (ICC/ANSIA117.1) RENTON LOCAL AMENDMENTS AND REGULATIONS OCCUPANCY CLASSIFICATION: F-1 & B FIRE SPRINKLER SYSTEM: FULLY SPRINKLERED - NOT CHANGED CONSTRUCTION TYPE: IB CODE REVIEW (AREA OF WORK) OCCUPANCY GROUP: F-2 (NO CHANGE) CONSTRUCTION TYPE: 1B (NO CHANGE) FULLY SPRINKLERED: YES (NO CHANGE) BUILDING AREA: 167,443 GSF (NO CHANGE) BUILDING HEIGHT: 1 STORY (NO CHANGE) OCCUPANT LOAD: EXISTING & UNCHANGED NUMBER OF EXITS: EXISTING & UNCHANGED EXIT WIDTH: EXISTING & UNCHANGED COMMON PATH OF TRAVEL: EXISTING & UNCHANGED MAXIMUM PATH OF TRAVEL: EXISTING & UNCHANGED SCOPE OF WORK INSTALLATION AND ANCHORAGE OF A NEW OPEX MAIL SORTER MACHINE. -NO CHANGE OF USE/OCCUPANCY -NO CHANGE TO BUILDING ENVELOPE AREA OF WORK: APPROX. 750SF POR OF NW 1/4 & OF GOV LOT 1 IN SECTION 24-23-04 & THE SW 1/4 & GOV LOT 6 IN SECTION 13-23-04 DAF - BEG THE QUARTER CORNER BETWEEN SECTIONS 13 & 24 TH N 87-26-48 W 1214 FT TO WLY MGN OF CO RD NO 8 CHARLES MONSTER RD SW & NOW KNOWN AS STEEL HILL ROAD TH S 32-29-51 E 85.34 FT TH ON CURVE TO RGT RAD OF 256.48 FT DISTANCE OF 139.14 FT TO TPOB TH S 01-24-51 E 268 FT TH S 88-35-09 W 436.55 FT TH S 02-33-12 W 115.03 FT TH S 70-05-34 W 95.47 FT TH S 88-37-17 W 105.38 FT TH N 01-21-04 W 689.06 FT TH N 88-03-18 E 115.01 FT TH N 01-21-14 W 189.69 FT TO NON-RADIAL CURVE TO RIGHT RADIAL LINE BEARING S 08-52-39 W TH ALONG SAID CURVE BEING SLY MARGIN OF S 143RD ST AS CONVEYED TO CITY OF RENTON UNDER RECORDING NO 8702100643 TH ALONG SAID CURVE TO RIGHT RADIUS OF 524.90 FT AND ALONG SLY MARGIN 94.61 FT TH S 70-45-53 E 147.08 FT TH ON CURVE TO RIGHT RADIUS 842.73 FT & ALONG SOUTHERLY MARGIN 81.56 FEET TH S 65-13-10 E 257.10 FT TO WLY MARGIN OF 72ND AVE SW TH ON CURVE TO RIGHT RADIUS OF 45 FT & ALONG SAID WESTERLY MARGIN 70.69 FEET TH S 24-46-50 W 24.57 FT TH ON CURVE TO LEFT RADIUS OF 180 FT AND ALONG SAID WESTERLY MARGIN 82.35 FEET TH S 01-05-23 E 81.81 FT TO POB LESS ANY PORTION LY ELY OF C/L OF CHARLES MONSTER ROAD VACATED BY CITY OF RENTON ORDINANCE NO 4123 RECORDING NO 8803070674 PARCEL B-1 OF CITY OF RENTON LOT LINE ADJUSTMENT NO LUA 98-148 LLA RECORDING NO 9812309028 LESS ST PER REC #20211001001541 & 20211001001556 PARCEL NUMBERS 242304-9008 TYPE: C Q-S-T-R: NW-24-23-4 ZONING INFORMATION ZONE: IM BUILDING USE: (F) FACTORY & INDUSTRIAL - UNCHANGED NORTH REF STRUCTURAL S101 FOUNDATION PLAN S102 EQUIPMENT PLAN LEGAL DESCRIPTION NORTH REF EMEARSA T O ISH NG N NE RED NRE E E IG WOFE TAT A TS IO G N I S S O EFS ER 46161 L A R P D G N S U T RECEIVED 01/06/2025 striplett BUILDING DIVISION B2 5 0 0 0 0 6 2 _ V 1 REVIEWED Rick Lee 01/08/2025 BUILDING DIVISION THIS SET OF REVIEWED PLANS MUST BE MADE AVAILABLE ON THE JOB AT ALL TIMES DURING CONSTRUCTION. Note: This review is for the non-structural review only APPROVED BUILDING DIVISION THIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALL TIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BE OCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTON BUILDING DIVISION AND RECEIPT OF CERTIFICATE OF OCCUPANCY. APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TO VIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES, OR OTHER REGULATIONS ENFORCED BY THIS CITY. DATE: 02/07/2025 DN CR CR UP GIN1192 E 192E GIN1192 E 192E SSL SSL SSL SSL UBM 4 8 UBM 4 8 UBM48 UBM48 SSL SSL SSL SSL SSL SSL SSL SSL SSL SSL SSLSSL SSL SSL 3648 3648 484 8 4 8 4 8 3648 36483648 3648 3648 484 8 4 8 4 8 3648 36483648 364 8 3648 4848 3648 364 8 364 8 4848 364 8 3648 4848 3648 364 8 364 8 4848 4848 4848 484 8 484 8 364 8 364 8 4848 4848 364 8 364 8 364 8 364 8 364 8 4848 4848 364 8 364 8 364 8 364 8 364 8 4848 4848 364 8 364 8 364 8 364 8 364 8 4848 4848 364 8 364 8 364 8 486 4 4864 4864 486 4 2 4 6 4 486 4 246 4 48644864 246 4 246 4 AAAA AA A A AA AAAA AAAA AA A A AA AAAA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA MM MM MM MM T T MM TT MMMM TT TT 8888 SF 8888 XXX/XX EXIT PATH SPACE AREA OCCUPANCY TAG: OCCUPANT LOAD FACTOR NUMBER OF OCCUPANTS CODE PLAN LEGEND OVERALL DIAGONAL MINIMUM EXIT SEPARATION BUSINESS 150 GROSS ASSEMBLY 15 GROSS MECH, ELEC, STORAGE 300 GROSS WAREHOUSE 500 GROSS GOVERNING CODES:2021 INTERNATIONAL BUILDING CODE (IBC) WITH WA STATE AND REDMOND AMENDMENTS 2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC) WITH WA STATE AND REDMOND AMENDMENTS 2021 INTERNATIONAL MECHANICAL CODE (IMC) WITH WA STATE AND REDMOND AMENDMENTS 2021 INTERNATIONAL FUEL GAS CODE (IFGC) WITH WA STATE AND REDMOND AMENDMENTS 2021 INTERNATIONAL FIRE CODE (IFC) WITH WA STATE AND REDMOND AMENDMENTS 2021 UNIFORM PLUMBING CODE (UPC) WITH WA STATE AND REDMOND AMENDMENTS 2021 INTERNATIONAL ENERGY CONSERVATION CODE WITH WA STATE AND REDMOND AMENDMENTS 2023 NATIONAL ELECTRIC CODE (NEC) WITH WA STATE AND REDMOND AMENDMENTS 2009 ACCESSIBLE & USABLE BUILDINGS & FACILITIES (ICC/ANSIA117.1) RENTON LOCAL AMENDMENTS AND REGULATIONS OCCUPANCY CLASSIFICATION: F-1 & B FIRE SPRINKLER SYSTEM: FULLY SPRINKLERED -NOT CHANGED CONSTRUCTION TYPE: IB BASIC ALLOWABLE HEIGHT AND AREA FROM TABLE 503 ALLOWABLE HEIGHT: 12 STORIES ALLOWABLE AREA: UL TOTAL GROSS BUILDING AREA = 167,443 SF FIRST FLOOR = 90,041 SF INCIDENTAL ACCESSORY OCCUPANCIES FROM TABLE 508.2.5 FURNACE ROOM WHERE ANY PIECE OF EQUIPMENT IS OVER 400,000 BTU PER HOUR INPUT = 1 HOUR ROOMS WITH BOILERS WHERE THE LARGEST PIECE OF EQUIPMENT IS OVER 15 PSI AND 10 HP = 1 HOUR FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS FROM TABLE 601 FOR TYPE IB: PRIMARY STRUCTURAL FRAME : 2 HR BEARING WALLS INTERIOR/EXTERIOR : 2 HR NON-BEARING WALLS AND PARTITIONS INTERIOR : 0 HR FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY STRUCTURE : 2 HR ROOF CONSTRUCTION AND ASSOCIATED SECONDARY STRUCTURE : 1 HR FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE FROM TABLE 602 IF FIRE SEPARATION DISTANCE ≥30 FEET, FOR ALL CONSTRUCTION TYPES = 0 HOURS MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION FROM TABLE 705.8 IF FIRE SEPARATION DISTANCE IS 30 FEET OR GREATER FOR UNPROTECTED, NONSPRINKLERED (UP, NS) OPENINGS = NO LIMIT INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY FROM TABLE 803.9 FOR GROUP B, NONSPRINKLERED: EXIT ENCLOSURES AND EXIT PASSAGEWAYS = A CORRIDORS = B ROOMS AND ENCLOSED SPACES = C OCCUPANT LOAD FACTOR FROM TABLE 1004.5 FIRST FLOOR BUSINESS AREAS = 5,501 SF / 150 SF = 37 OCCUPANTS FIRST FLOOR WAREHOUSE AREAS = 60,836 SF / 500 SF = 122 OCCUPANTS FIRST FLOOR STORAGE AREAS = 4,687 SF / 300 SF = 16 OCCUPANTS FIRST FLOOR ASSEMBLY AREAS = 2,007 SF / 15 SF = 134 OCCUPANTS TOTAL FIRST FLOOR OCCUPANT LOAD = 309 OCCUPANTS / 10 EXITS = 31 OCCUPANTS PER EXIT MINIMUM REQUIRED EGRESS WIDTH FROM SECTION 1005.3.2 OTHER EGRESS COMPONENTS = 309 x 0.2 = 61.8 INCHES REQUIRED, 360" INCHES PROVIDED COMMON PATH OF EGRESS TRAVEL FROM SECTION 1006.2.1 = SHALL NOT EXCEED 100 FEET W/ SPRINKLER SYSTEM SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY FROM TABLE 1006.2.1 FOR F-1 OCCUPANCY, MAXIMUM OCCUPANT LOAD = 49 EXIT ACCESS TRAVEL DISTANCE FROM TABLE 1017.2 FOR F-1 OCCUPANCY, WITH SPRINKLER SYSTEM = 250 FEET CORRIDOR FIRE-RESISTANCE RATING FROM TABLE 1020.1 FOR F-1 OCCUPANCY, WITH SPRINKLER SYSTEM, IF OCCUPIED LOAD SERVED BY CORRIDOR IS GREAT THAN 30 = 0 HOUR RATING REQUIRED DEAD END CORRIDORS FROM SECTION 1020.4 = NO MORE THAN 20 FEET NO CHANGES TO PLUMBING FIXTURE REQUIREMENTS OR COUNT MINIMUM NUMBER OF PLUMBING FIXTURES FROM TABLE 2902.1 BUSINESS OCCUPANCY = 18 MALES, 19 FEMALES WATER CLOSET: REQUIRED : 0.72 MALES, 0.76 FEMALES LAVATORIES:REQUIRED : 0.45 MALES, 0.48 FEMALES ASSEMBLY OCCUPANCY = 67 MALES, 67 FEMALES WATER CLOSET:REQUIRED : 1.68 MALES, 1.68 FEMALES LAVATORIES:REQUIRED : 0.89 MALES, 0.89 FEMALES STORAGE OCCUPANCY = 8 MALES, 8 FEMALES WATER CLOSET:REQUIRED : 0.08 MALES, 0.08 FEMALES LAVATORIES:REQUIRED : 0.08 MALES, 0.08 FEMALES WAREHOUSE OCCUPANCY = 61 MALES, 61 FEMALES WATER CLOSET:REQUIRED : 0.61 MALES, 0.61 FEMALES LAVATORIES: REQUIRED : 0.61 MALES, 0.61 FEMALES TOTAL WC PROVIDED: 8 MALES, 8 FEMALES, 3 GN (EXISTING, NO CHANGE) TOTAL LAVATORIES PROVIDED:5 MALES, 5 FEMALES, 3 GC (EXISTING, NO CHANGE) CODE REVIEW INFORMATION M A X I M U M O V E R A L L D I A G O N A L : 4 9 2 ' KITCHENETTE 01.633 2007 SF 15 = 134 MOTHER'S ROOM 01.103 BADGING 01.102 STORAGE 01.602 INTERVIEW 01.101 HUDDLE 01.104 INTERFAITH PRAYER 01.105 TEAM ROOM 01.641 IDF 01.604 COMM CENTER 01.605 CONF 01.203 BUSINESS SELF-SERVICE CENTER 01.201 BUSINESS SERVICE CENTER 01.202GENERATOR 01.629 FACILITY MANAGEMENT 01.628 STORAGE 01.627 MDF 01.626 ELECTRICAL 01.624 SERVER 01.625 IDF 01.619 IDF 01.621 TEAM ROOM 01.613 WAREHOUSE 01.609 WAREHOUSE 01.635 WAREHOUSE 01.610 WAREHOUSE 01.620 WAREHOUSE 01.615 WAREHOUSE 01.614 WAREHOUSE 01.622 WAREHOUSE 01.623 20611 SF 500 = 42 1072 SF 500 = 3 1408 SF 500 = 3 15563 SF 500 = 32 11960 SF 500 = 24 1913 SF 150 = 13 5609 SF 500 = 12 1780 SF 500 = 4 WAREHOUSE 01.616 760 SF 300 = 3606 SF 300 = 3591 SF 300 = 2 272 SF 150 = 2 486 SF 150 = 4 755 SF 300 = 3 152 SF 300 = 1 BIKE STORAGE 01.630 STORAGE 01.631 ELEC 102 FIRE SUPPRESSION 101 153 SF 150 = 2 99 SF 150 = 1 123 SF 150 = 1 185 SF 150 = 2 640 SF 150 = 5 242 SF 300 = 1 99 SF 150 = 1 99 SF 150 = 1 236 SF 150 = 2 220 SF 150 = 2 215 SF 150 = 2 113 SF 150 = 1 70 SF 150 = 1 70 SF 150 = 1 88 SF 150 = 1 107 SF 150 = 1 99 SF 150 = 1 2525 SF 500 = 6 294 SF 300 = 1 310 SF 300 = 2 356 SF 300 = 2 307 SF 300 = 2 97 SF 150 = 1205 SF 150 = 2 308 SF 500 = 1 31 31 31 31 3131 31 31 31 31 31 x .2 = 6.2" REQUIRED CLEAR EXIT WIDTH 36" PROVIDED 31 x .2 = 6.2" REQUIRED CLEAR EXIT WIDTH 36" PROVIDED 31 x .2 = 6.2" REQUIRED CLEAR EXIT WIDTH 36" PROVIDED 31 x .2 = 6.2" REQUIRED CLEAR EXIT WIDTH 36" PROVIDED 31 x .2 = 6.2" REQUIRED CLEAR EXIT WIDTH 36" PROVIDED 31 x .2 = 6.2" REQUIRED CLEAR EXIT WIDTH 36" PROVIDED 31 x .2 = 6.2" REQUIRED CLEAR EXIT WIDTH 72" PROVIDED 31 x .2 = 6.2" REQUIRED CLEAR EXIT WIDTH 36" PROVIDED 31 x .2 = 6.2" REQUIRED CLEAR EXIT WIDTH 36" PROVIDED 31 x .2 = 6.2" REQUIRED CLEAR EXIT WIDTH 36" PROVIDED 01.617 VESTIBULE 01.607 VESTIBULE 01.603 VESTIBULE 01.601 RECEPTION 49 SF 300 = 1 01.636 ACP RETAIL 108 MEN'S RR 109 WOMEN'S RR 106 RR 107 RR 105 JANITOR 103 RR N.I.C. N.I.C. 4' - 6 " 3'-0" AREA OF NEW WORK ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB-CONTRACTORS. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. Sheet Title: Designer: Consultant: Project Manager: Reviewed By: Approved By: Project No: Drawn By: Project Title & Address: Seal: City Approval: 11 / 1 5 / 2 0 2 4 1 : 3 7 : 2 4 P M G101 CODE PLAN Designer DH BS BC 281_P-467002 BS 281_P467002 601 MONSTER ROAD SW, RENTON, WA 98057 Description: No: By: Date: 1/16" = 1'-0"G101 1 FIRST FLOOR CODE PLAN NORTH REF EMEARSA T O ISH NG N NE RED NRE E E IG WOFE TAT A TS IO G N I S S O EFS ER 46161 L A R P D G N S U T B2 5 0 0 0 0 6 2 _ V 1 RECEIVED 01/06/2025 striplett BUILDING DIVISION SPECIAL INSPECTION REQ'D FOR HILTI BOLT INSTALLATION CR CR NOTE: ALL DIMENSIONS, ELEVATIONS AND LOCATIONS OF EXISTING STRUCTURAL COMPONENTS ARE BASED ON INFORMATION GATHERED FROM ORIGINAL OR CURSORY FIELD MEASUREMENTS AND ARE SHOWN FOR INFORMATION ONLY. CONTRACTOR SHALL FIELD MEASURE AND VERIFY ALL CONDITIONS PRIOR TO COMMENCING ANY WORK. NOTIFY ENGINEER WHERE CONDITIONS VARY FROM THOSE SHOWN. ______________ S102 1 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB-CONTRACTORS. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. Sheet Title: Designer: Consultant: Project Manager: Reviewed By: Approved By: Project No: Drawn By: Project Title & Address: Seal: City Approval: 11 / 1 1 / 2 0 2 4 2 : 2 9 : 3 3 P M S101 FOUNDATION PLAN MENGSTU - - GLEASON 281_P-467002 281_P467002 601 MONSTER ROAD SW, RENTON, WA 98057 1/16" = 1'-0"S101 1 OVERALL FLOOR PLAN NORTH REF Description: No: By: Date: STRUCTURAL GENERAL NOTES STRUCTURAL GENERAL NOTES ARE INTENDED TO HIGHLIGHT OR IN SOME CASES SUPPLEMENT PROJECT SPECIFICATIONS. REFER TO THE PROJECT SPECIFICATIONS FOR COMPLETE WORK COVERAGE. A. GOVERNING CODES 1)INTERNATIONAL BUILDING CODE (IBC), 2021 EDITION. 2)MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES, ASCE/SEI 7-16. 3) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 318-19. B. DESIGN LOADS AND CRITERIA 1) GRAVITY LOADS, MAIL SORTER EQUIPMENT: 1. UTURN MODULE, WEIGHT: 880 LBS. 2. MMS STACKER MODULE, WEIGHT: 650 LBS (QTY 6). 3. SIM MODULE, WEIGHT: 870 LBS. 4. I/O MODULE, WEIGHT: 775 LBS. 5. FEEDER MODULE, WEIGHT: 2,230 LBS. 2)SEISMIC CRITERIA: a)SS = 1.466 g / S1 = 0.499 g MAPPED MCER VALUES b) RISK CATEGORY = II c)PROJECT SITE CLASS = D d)Ie = 1.00 e) SDS = 0.977 g DESIGN RESPONSE COEFFICIENT f) SEISMIC DESIGN CATEGORY = D g) ANALYSIS PROCEDURE: CHAP 13 NONSTRUCTURAL COMPONENTS C. MATERIALS SECTION 1) STRUCTURAL STEEL: a) PLATES AND BARS: ASTM A36, Fy = 36 ksi 2) NUTS: ASTM A563 GRADE DH PLAIN; STEEL TO STEEL CONNECTIONS 3) WASHERS: ASTM F436 TYPE 1 PLAIN; STEEL TO STEEL CONNECTIONS 4)SCREW ANCHORS: a)CONCRETE: ASTM B633, CLASS SC1, TYPE III SUCH AS (HILTI KH-EZ) ICC-ES REPORT ESR-3027 OR APPROVED EQUAL D. MISCELLANEOUS 1)CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS SHOWN ON THE CONSTRUCTION DOCUMENTS AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO PROCEEDING WITH CONSTRUCTION. 2)USE ONLY WRITTEN DIMENSIONS FOR CONSTRUCTION. WHERE NO DIMENSION IS PROVIDED, CONSULT THE ENGINEER FOR CLARIFICATION PRIOR TO CONSTRUCTION. 3)DETAIL MARKS ANNOTATED ON PLANS ARE INTENDED TO INDICATE SPECIFIC CONFIGURATION(S) AND INFORMATION. FOR PLAN CLARITY, NOT EVERY LOCATION WHERE A SPECIFIC DETAIL MAY APPLY IS ANNOTATED. CONTACT THE ENGINEER IF CLARIFICATION IS NEEDED. 4)COORDINATE OPENINGS AND EMBEDDED ITEMS IN CONCRETE AND MASONRY WORK WITH ALL TRADES. 5) NOTIFY ENGINEER OF ANY DISCREPANCIES DISCOVERED WITH OTHER TRADES. 6)CONSTRUCTION LOADS SHALL NOT BE GREATER THAN THE DESIGN LOADS INDICATED IN DESIGN LOADS AND CRITERIA SECTION B.1, UNLESS REVIEWED AND APPROVED BY THE ENGINEER. 7)COSTS ASSOCIATED WITH STRUCTURAL DRAWING CHANGES RESULTING FROM USE OF ALTERNATES OR SUBSTITUTIONS, INCLUDING MECHANICAL EQUIPMENT, IS THE CONTRACTOR'S RESPONSIBILITY. 8)CONTRACTOR IS RESPONSIBLE FOR LOCATING, PROTECTING AND STABILIZING ALL ADJACENT STRUCTURES AND UTILITIES THROUGH ALL PHASES OF CONSTRUCTION. 9)STRUCTURAL GENERAL NOTES SHALL NOT BE A SUBSTITUTE FOR THE PROJECT SPECIFICATIONS. CONFLICTS BETWEEN THE STRUCTURAL GENERAL NOTES AND PROJECT SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OR THE STRICTER OF THE TWO CRITERIA SHALL BE USED. EMEARSA T O ISHN G N NE RED NRE E E IG WOFE TAT A TS IO G N I S S O EF S ER46161 L A R P D GN S U T B2 5 0 0 0 0 6 2 _ V 1 RECEIVED 01/06/2025 striplett BUILDING DIVISION MMS STACKER MODULE, QTY 6 (WT=650#) WXLXH=94.3"X34.3"X55.8" SEE UTURN MODULE, QTY 1 (WT=880#) WXLXH=64"X44.5"X72") SEE SIM MODULE. QTY 1 (WT=870#) WXLXH=35.4"X44.9"X56.3" SEE I/O MODULE, QTY 1 (WT=775#) WXLXH=64.2"X44.8"X56.3" SEE FEEDER MODULE, QTY 1 (WT=2,230#) WXLXH=125.2"X50.2"X71.7" SEE 4/S102 6/S102 5/S102 3/S102 2/S102 3'-0" 4' - 6 " 38.7" 5 0 . 6 " 5 5 . 7 " UTURN MODULE, QTY 1 (WT=880#) WXLXH=64"X44.5"X72" EXIST 6" CONC SLAB ON GRADE SIDE ELEVATION BOTTOM PLAN SEISMIC TIE PL BY MFR (4 TOTAL) EQUIP TO REST ON ADJUSTABLE LEVELLING FEET (4 TOTAL) 7 S102 ______________ ADJUSTABLE LEVELING FOOT SEISMIC TIE PL BY MFR W/ 3/8"Ø HILTI KWIK HUS-EZ SCREW (2" EMB) MODULE, SEE PLAN CASTERS TO REMAIN EXIST 6" CONC SLAB ON GRADE NOTE: ANCHOR BOLTS SHALL BE LOCATED A MINIMUM OF 6" AWAY FROM ANY CONCRETE JOINTS OR EDGE OF SLAB SIDE ELEVATION 8 1 . 3 " 25.1" MMS STACKER MODULE, QTY 6 (WT=650#) WXLXH=94.3"X34.3"X55.8" EXIST 6" CONC SLAB ON GRADE BOTTOM PLAN SEISMIC TIE PL BY MFR EQUIP TO REST ON ADJUSTABLE LEVELLING FEET (4 TOTAL) 7 S102 ______________ 5 5 . 8 " 5 6 . 3 " SIDE ELEVATION 7 S102 ______________ BOTTOM PLAN SIM MODULE, QTY 1 (WT=870#) WXLXH=35.4"X44.9"X56.3" EXIST 6" CONC SLAB ON GRADE SEISMIC TIE PL BY MFR (4 TOTAL) EQUIP TO REST ON ADJUSTABLE LEVELLING FEET (4 TOTAL) 1 5 " 38.5" 5 6 . 3 " 7 S102 ______________ SIDE ELEVATION BOTTOM PLAN I/O MODULE, QTY 1 (WT=775#) WXLXH=64.2"X44.8"X56.3" EXIST 6" CONC SLAB ON GRADE SEISMIC TIE PL BY MFR (4 TOTAL) EQUIP TO REST ON ADJUSTABLE LEVELLING FEET (4 TOTAL) 43.7" 3 9 . 5 " 5 6 " 7 S102 ______________ SIDE ELEVATION FEEDER MODULE, QTY 1 (WT=2,230#) WXLXH=125.2"X50.2"X71.7" EXIST 6" CONC SLAB ON GRADE SEISMIC TIE PL BY MFR AT OPP SUPPORTS AS SHOWN (4 TOTAL) EQUIP TO REST ON ADJUSTABLE LEVELLING FEET (8 TOTAL) 104.7" 3 9 . 5 " BOTTOM PLAN ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB-CONTRACTORS. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. Sheet Title: Designer: Consultant: Project Manager: Reviewed By: Approved By: Project No: Drawn By: Project Title & Address: Seal: City Approval: 11 / 1 1 / 2 0 2 4 2 : 2 9 : 3 5 P M S102 EQUIPMENT PLAN MENGSTU - - GLEASON 281_P-467002 281_P467002 601 MONSTER ROAD SW, RENTON, WA 98057 NORTH REF 1/4" = 1'-0"S102 1 ENLARGED EQUIPMENT PLAN Description: No: By: Date: 3/4" = 1'-0"S102 2 UTURN MODULE 3/4" = 1'-0"S102 7 SECTION 3/4" = 1'-0"S102 3 MMS STACKER MODULE 3/4" = 1'-0"S102 4 SIM MODULE 3/4" = 1'-0"S102 5 I/O MODULE 3/4" = 1'-0"S102 6 FEEDER MODULE EMEARSA T O ISHN G N NE RED NRE E E IG WOFE TAT A TS IO G N I S S O EF S ER46161 L A R P D GN S U T B2 5 0 0 0 0 6 2 _ V 1 RECEIVED 01/06/2025 striplett BUILDING DIVISION REVIEWED By: Alan Findlay, P.E. Date: 02/07/2025