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2021.0276.BP0020 Modern Resources - PERMIT REVIEW SET-sMODERN RESOURCES CAB/NET SHOP BUILD/NG 1002 & 11 02 RHO TON RD SE, YELM, WASHINGTON 98597 MSGS Project No. 27-772 ARCHITECT: MSGS ARCHITECTS 510 CAPITOL WAY S. OLYMPIA, WA 98501 PH: 360.943.6774 x 108 FX: 360.352.7005 BILL SLOANE, PROJECT ARCHITECT EMAIL: BILLS@MSGSARCH.COM CIVIL ENGINEER: SKILLINGS, INC. 5016 LACEY BLVD SE LACEY, WA 98503 PH: 360.491.3399 PATRICK SKILLINGS, PROJECT ENGINEER EMAIL: PSKILLINGS@SKILLINGS.COM STRUCTURAL ENGINEER: SARGENT ENGINEER, INC. 320 RONLEE LN NW OLYMPIA, WA 98502 PH: 360.867.9284 FX: 360.867.9318 ERIK MARTIN, PROJECT ARCHITECT EMAIL: ERIKM@SARGENTENGINEERS.COM MECHANICAL ENGINEER: HULTZ BHU CONSULTING ENGINEERS 1 1 1 1 FAWCETT AVE. SUITE 100 TACOMA, WA 98424 P H: 253.383.3257 FX: 253.383.3283 NICK HULTZ, PROJECT ENGINEER EMAIL: NICKH@HULTZBHU.COM ELECTRICAL ENGINEER: HULTZ BHU CONSULTING ENGINEERS 1 1 1 1 FAWCETT AVE. SUITE 100 TACOMA, WA 98424 P H: 253.383.3257 FX: 253.383.3283 PHIL CRAWFORD, PROJECT ENGINEER EMAIL: PHILIPC@HULTZBHU.COM OWNER: MODERN RESOUCES LLC 4810 RACCOON VALLEY ROAD SE OLYMPIA, WA 98513 P H: 360.890.7286 EMMANUEL MUPINGANJIRA EMAIL: EMMANUELM@MODERNCW.COM PROJECT DESCRIPTION -SCOPE BUILDING ADDRESS: 1002 & 1 102 RHOTON ROAD SE YELM, WASHINGTON 98597 GENERAL SITE INFORMATION ZONING: INDUSTRIAL TOTAL ACRES: 4.85 acre total PARCEL NO.: 64300800301 & 64300800302 CITY OF YELM SEPA PROJECT NO: 2021-0003 LEGAL DESCRIPTION: 64300800301 - Section 19 Township 17 Range 2E Quarter NW NE Plat MCKENNA IRRIGATED TRACTS SS008255YL LT 1 Document 3327634. 64300800302 - Section 19 Township 17 Range 2E Quarter NW NE Plat MCKENNA IRRIGATED TRACTS SS008255YL LT 2 Document 3327634. PROJECT DESCRIPTION: New construction of a 20,000 SF Pre-engineered metal building to house residential and commercial cabinet fabrication. Asphallt concrete paving is proposed for the loadiing of trucks and for employee parking. OCCUPANCY: F-1 MODERATE HAZARD FACTORY INDUSTRIAL TYPE OF CONSTRUCTION; m CODE: International Building Code, 2018 Edition International Mechanical Code, 2018 Edition International Fire Code, 2018 Edition Uniform Plumbing Code, 2018 National Electrical Code, 2018 International Code Council / American National Standard ICC/ ANSI Al 17.1-2017 DEFERRED SUBMITTALS: Fire Sprinkler Fire Alarm The contractor shall submit a schedule for submitting deferred submittals prior to issuance of the building permit per IEBC 106.3.4 VICINITY MAP NOT TO SCALE 5,U SITE I 3l w l zoom `4 00 S 1510 z� �a w 'k - "y ABBREVIATIONS AB ANCHOR BOLT HDWR HARDWARE AFF ABOVE FINISH FLOOR HDR HEADER ALUM ALUMINUM HVAC HEATING, VENTILATION, 3 TESC & DEMOLITION PLAN 4 AIR CONDITIONING B.O. BOTTOM OF HT HEIGHT BLDG BUILDING HM HOLLOW METAL 9 STORM WATER DETAILS & NOTES HORIZ HORIZONTAL CPT CARPET HB HOSE BIB CLG CEILING 14 SANITARY SEWER DETAILS & NOTES CT CERAMIC TILE I.D. INSIDE DIMENSION CO CLEAN OUT INSUL INSULATE(D) OR CLR CLEAR(ANCE) INSULATION COL COLUMN ARCHITECTURAL CONC CONCRETE MAX MAXIMUM CONT CONTINUOUS MDO MEDIUM DENSITY OVERLAY CG CORNER GUARD MFR MANUFACTURER CJ CONTROL JOINT MIN MINIMUM E S1.1 MISC MISCELLANEOUS DBL DOUBLE MO MASONRY OPENING DEMO DEMOLISH COLUMN PLINTHS AND ANCHOR LAYOUT S5.20 DF DRINKING FOUNTAIN NIC NOT IN CONTRACT DIA. DIAMETER NO. NUMBER DN DOWN NTS NOT TO SCALE DS DOWNSPOUT FOUNDATION PLAN M3.01 DWG DRAWING O.C. ON CENTER FLOOR PLAN - HVAC M4.02 O.D. OUTSIDE DIAMETER ELEC ELECTRICAL OPH OPPOSITE HAND EP ELECTRICAL PANEL OPP OPPOSITE EWC ELECTRIC WATER COOLER ELECTRICAL SCHEDULES ELEV ELEVATION PL PLATE EQ EQUAL PLAM PLASTIC LAMINATE EQUIP EQUIPMENT PWD PLYWOOD EXIST EXISTING E2 ENDWALL ELEVATION EJ EXPANSION JOINT R RADIUS EF EXHAUST FAN RB RUBBER BASE EH EXHAUST HOOD RD ROOF DRAIN D2 STANDARD DETAIL PAGE RF RESILIENT FLOORING FA FIRE ALARM R.O. ROUGH OPENING FD FLOOR DRAIN REQ'D REQUIRED FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET S.F. SQUARE FOOT. FH FIRE HYDRANT SIM. SIMILAR F.I.C. FURNISHED BY OWNER, INSTALLED SUSP SUSPENDED BY CONTRACTOR FIN. FLR. FINISH FLOOR TB TACK BOARD FLR FLOOR(ING) TBB TELEPHONE BOARD FND FOUNDATION T&G TONGUE AND GROOVE FO FACE OF T.O. TOP OF F.O.I.O FURNISHED BY OWNER, INSTALLED TV TELEVISION BY OWNER TYP TYPICAL FTG FOOTING VIF VERIFY IN FIELD GA GAUGE GALV GALVANIZED WB WHITE BOARD GC GENERAL CONTRACTOR WH WATER HEATER GL- GLASS W/ WITH GLU-LAM GLUED LAMINATE W/O WITHOUT GWB GYPSUM WALLBOARD U.N.O. UNLESS NOTED OTHERWISE ARCHITECT: MSGS ARCHITECTS 510 CAPITOL WAY S. OLYMPIA, WA 98501 PH: 360.943.6774 x 108 FX: 360.352.7005 BILL SLOANE, PROJECT ARCHITECT EMAIL: BILLS@MSGSARCH.COM CIVIL ENGINEER: SKILLINGS, INC. 5016 LACEY BLVD SE LACEY, WA 98503 PH: 360.491.3399 PATRICK SKILLINGS, PROJECT ENGINEER EMAIL: PSKILLINGS@SKILLINGS.COM STRUCTURAL ENGINEER: SARGENT ENGINEER, INC. 320 RONLEE LN NW OLYMPIA, WA 98502 PH: 360.867.9284 FX: 360.867.9318 ERIK MARTIN, PROJECT ARCHITECT EMAIL: ERIKM@SARGENTENGINEERS.COM MECHANICAL ENGINEER: HULTZ BHU CONSULTING ENGINEERS 1 1 1 1 FAWCETT AVE. SUITE 100 TACOMA, WA 98424 P H: 253.383.3257 FX: 253.383.3283 NICK HULTZ, PROJECT ENGINEER EMAIL: NICKH@HULTZBHU.COM ELECTRICAL ENGINEER: HULTZ BHU CONSULTING ENGINEERS 1 1 1 1 FAWCETT AVE. SUITE 100 TACOMA, WA 98424 P H: 253.383.3257 FX: 253.383.3283 PHIL CRAWFORD, PROJECT ENGINEER EMAIL: PHILIPC@HULTZBHU.COM OWNER: MODERN RESOUCES LLC 4810 RACCOON VALLEY ROAD SE OLYMPIA, WA 98513 P H: 360.890.7286 EMMANUEL MUPINGANJIRA EMAIL: EMMANUELM@MODERNCW.COM PROJECT DESCRIPTION -SCOPE BUILDING ADDRESS: 1002 & 1 102 RHOTON ROAD SE YELM, WASHINGTON 98597 GENERAL SITE INFORMATION ZONING: INDUSTRIAL TOTAL ACRES: 4.85 acre total PARCEL NO.: 64300800301 & 64300800302 CITY OF YELM SEPA PROJECT NO: 2021-0003 LEGAL DESCRIPTION: 64300800301 - Section 19 Township 17 Range 2E Quarter NW NE Plat MCKENNA IRRIGATED TRACTS SS008255YL LT 1 Document 3327634. 64300800302 - Section 19 Township 17 Range 2E Quarter NW NE Plat MCKENNA IRRIGATED TRACTS SS008255YL LT 2 Document 3327634. PROJECT DESCRIPTION: New construction of a 20,000 SF Pre-engineered metal building to house residential and commercial cabinet fabrication. Asphallt concrete paving is proposed for the loadiing of trucks and for employee parking. OCCUPANCY: F-1 MODERATE HAZARD FACTORY INDUSTRIAL TYPE OF CONSTRUCTION; m CODE: International Building Code, 2018 Edition International Mechanical Code, 2018 Edition International Fire Code, 2018 Edition Uniform Plumbing Code, 2018 National Electrical Code, 2018 International Code Council / American National Standard ICC/ ANSI Al 17.1-2017 DEFERRED SUBMITTALS: Fire Sprinkler Fire Alarm The contractor shall submit a schedule for submitting deferred submittals prior to issuance of the building permit per IEBC 106.3.4 VICINITY MAP NOT TO SCALE 5,U SITE I 3l w l zoom `4 00 S 1510 z� �a w 'k - "y ! 0411 LO 00 0411 Z W Z O D zN Ica �N O(n � �o W O � II-- Ix= w w cn � ZH �� IxF.. zia.- WW ON () 13 Z O C/) O � N O V0(5 N O O 05/2021 PERMIT SET No. SHEET INDEX COVER PROJECT TITLE, VICINITY MAP, PROJECT DATA & SHEET INDEX G0.01 CODE ANALYSIS AND OCCUPANCY PLANS E CIVIL 0 1 COVER SHEET 2 EXISTING CONDITIONS AND SURVEY CONTROL 3 TESC & DEMOLITION PLAN 4 TESC DETAILS & NOTES 5 SITE, SURFACING & HORIZONTAL CONTROL PLAN 6 GRADING A PAVING PLAN 7 GRADING & PAVING DETAILS & NOTES 8 STORM DRAINAGE PLAN 9 STORM WATER DETAILS & NOTES 10 STORM WATER DETAILS & NOTES 11 STORM WATER DETAILS & NOTES 12 SANITARY SEWER PLAN & PROFILE 13 SANITARY SEWER DETAILS & NOTES 14 SANITARY SEWER DETAILS & NOTES 15 WATER SYSTEM PLAN & PROFILE 16 WATER DETAILS & NOTES 17 WATER DETAILS 18 WATER DETAILS 19 PARKING LOT STRIPING PLAN 20 TREE PLANTING PLAN, DETAILS & NOTES ARCHITECTURAL A2.10 FLOOR PLANS A2.20 ROOF PLAN A3.10 EXTERIOR ELEVATIONS A3.20 SECTIONS A5.10 ELEVATIONS, SCHEDULES & TYPES A8.10 DETAILS STRUCTURAL E S1.1 STRUCTURAL NOTES S1.20 SPECIAL INSPECTIONS TABLE S2.10 FOUNDATION PLAN S4.10 MEZZANINE PLANS AND DETAILS S5.10 COLUMN PLINTHS AND ANCHOR LAYOUT S5.20 FOUNDATION DETAILS MECHANICAL M0.01 MECHANICAL NOTES M0.02 MECHANICAL LEGEND & NOTES M0.03 MECHANICAL SCHEDULES M0.04 MECHANICAL SCHEDULES M2.01 FOUNDATION PLAN M3.01 FLOOR PLAN - PLUMBING M3.02 PLUMBING DETAILS M4.01 FLOOR PLAN - HVAC M4.02 HVAC DETAILS ELECTRICAL E0.01 ABBREVIATIONS, LEGEND & GENERAL NOTES E2.01 LIGHTING PLANS E3.01 POWER PLANS E5.01 ELECTRICAL SCHEDULES STEEL SHOP DRAWINGS CI COVER SHEET Fl ANCHOR BOLT PLAN & DETAILS F2 ANCHOR BOLT REACTIONS P1 RIGID FRAME ELEVATION P2 RIGID FRAME ELEVATION E1 ROOF FRAME PLAN E2 ENDWALL ELEVATION E3 ENDWALL ELEVATION E4 SIDEWALL ELEVATION E5 SIDEWALL ELEVATION E6 PARTITION 1 ELEVATION E7 PARTITION 2 ELEVATION D1 STANDARD DETAIL PAGE D2 STANDARD DETAIL PAGE ! 0411 LO 00 0411 Z W Z O D zN Ica �N O(n � �o W O � II-- Ix= w w cn � ZH �� IxF.. zia.- WW ON () 13 Z O C/) O � N O V0(5 N O O 05/2021 PERMIT SET No. LO E 0 C:)° oco N N O- M O O O 3 co O Ln E Q V) 3 U 3 �o • O E O >_ NO O Q ! 0411 LO 00 0411 Z W Z O D zN Ica �N O(n � �o W O � II-- Ix= w w cn � ZH �� IxF.. zia.- WW ON () 13 Z O C/) O � N O V0(5 N O O 05/2021 PERMIT SET No. Revisions Closing Date Sheet No. ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. MSGS Project No. Sheet Title 05/2021PERMIT SET 21-112 0 8 '" • • \ • • \ • • \ BREAK RM 1041-------,fF-----lt----- OCC: ASSEMBLY lOBSF/15=8 MECH/ ELEC I 07 t---++-• OCC: MECH/ ELEC 165 SF/ 300 = 1 ~ RR 105 • • \ \ DF RR 106 FE WORKSHOP [@TI OCC: MANUFACTURE 5,200 SF/ 200 = 26 • • \ • • \ • • MAX. TRAVEL DISTANCE = 101 '-4" < 400' PER I.B.C. \ • EXIST WIDTH REQUIRED 39 x .2 = 7.8" PROVIDED 36" \ • • \ • • \ • • \ • • \ • • \ • • $@2.S.~UPANCY PLAN -GROUND LEVEL " " " :::DN " " " FFl~E ,► IMIOI OCC:OFFICE 233 SF/ 150 = 2 .I OFFICE 'Z ► ~ OCC: OFFICE 244SF/ 150=2 ~ OCCUPANCY PLAN -EB-@~16~.~.ZZANINE LEVEL 0 8' 16' 32' SCALE: 1/16" = l'-0" COMPRESSOR ROOM r.===h' OCC: ACCESSORY 78SF/300= 1 • • \ • • WORKSHOP 11021 11,713 SF/ 200 = 59 MAX. TRAVEL DISTANCE = 111 '-7" < 400' PER I.B.C. \ • • \ • • 30 ... EXIST WIDTH REQUIRED 30 x .2 = 6" PROVIDED 36" PROJECT DATA BUILDING ADDRESS: 1002 & 1102 RHOTON ROAD SE YELM, WASHINGTON 98597 GENERAL SITE INFORMATION ZONING: INDUSTRIAL TOTAL ACRES: 4.85 acre total PARCEL NO.: 64300800301 & 64300800302 LEGAL DESCRIPTION: 64300800301 -Section 19 Township 17 Range 2E Quarter NW NE Plat MCKENNA IRRIGATED TRACTS SS008255YL LT 1 Document 3327634. 64300800302 -Section 19 Township 17 Ronge 2E Quarter NW NE Plat MCKENNA IRRIGATED TRACTS SS008255YL LT 2 Document 3327634. PROJECT DESCRIPTION: New construction of a fabrication building consists workshops, offices, restrooms, break room and mech/ elec room. CODE: International Building Code, 2018 Edition International Mechanical Code, 2018 Edition International Fire Code, 2018 Edition Uniform Plumbing Code, 2018 National Electricol Code, 2018 International Code Council / American National Standard ICC/ ANSI Al 17.1-2017 DEFERRED SUBMITTALS: Fire Sprinkler Fire Alarm The contractor shall submit a schedule for submitting deferred submittals prior to issuance of the building permit per IEBC I 06.3.4 Deferred submittals are to be submitted to the Architect for review prior to submitting to the building department per IEBC 106.3.4 EXIST WIDTH REQUIRED 30 x .2 = 6" PROVIDED 36" FE % 30 RR 108 WORKSHOP 11031 C: MANUFACTU 1,700 SF/ 200 = 9 EXIST WIDTH OFFICE OCC: OFFICE 108 SF/I 50 = I REQUIRED IO x .2 = 2" PROVIDED 36" 0 8' 16' 32' .... SCALE: 1 /16" = l '-0" CODE ANALYSIS MSGS Ard1iteds, as design professional in responsible charge, shall review and coardinala submittal dllcumllfflll praperad by olh11rs, including phllSlld and deferred aubrnitlal ite11111, for compalibilily wilh the daaign oftha building. CITY OF YELM CODE COMPLIANCE IBC CODE REQUIREMENT Chapter 3 Use & Occupancy Classification Occupancy Group F-1 -Moderate Hazard Factory Industrial Chapter 5 General Building Heights and Areas Table 503 -Allowable Building Heights and Areas Group F-1, Type V-B construction: 1 story, 8,500 SF Table 506.2 Alllowable Area Factor in Square Feet F-1 Occupancy, Type V-B, SI (buildings a maximum of one story above grade plane equipped with an automatic sprinkler system installed in accordance with Section 903.3.1.1) = 34,000 SF Chapter 6 Types of ConstrucHon Table 602 Fire Resistance Rating Requirements Fire separation distance > 30' Beating -Exterior Type of construction VB Occupancy F-1 Fire resistance requirement O hr Chapter 7 Fire-Resistance-Rated Canslruction Table 705.8 Maximum Area of Exterior Wall Openings Separation distance: >30' No Limit Chapter 10 Means of Egress I 006 Number of Exits and Exit Access Doorways 1006.2.1 Egress based on occupant load ond common path of egress traavel distance. Two exits or exit access doorways from any space shall be provided where the design occupant load ... exceeds the values listed in Table I 006.2.1: Spaces with I Exit or Exit Access Doorway F Occpancy. Max Occupant Load: 49 Max. Common Path of Egress Travel with Sprinklers: 100' 1008. l Means of Egress illumination. Illumination shall be provided in the means of egress in accordance with Section 1008.2 l 013. l Exits shall be marked by an approved exit sign readily viisible from any direction of egress travel. 1017 Exit Access Travel Distance Table l 017.2 Exit Access Travel Distance Occupancy With Sprinkler System F-1 250' Chapter 29 Plumbing systmes Table 2902.1 Minimum number of required plumbing fixture Water Closet: 1 per I 00 Total Occupancy: 109 Required WC: 2 Lavatory: I per 100 Total Occupancy: 105 Required LAV: 2 Drinking fountain: l per 400 OCCUPANCY LEGEND USE & OCCUPANCY CLASSIFICATION MEANS OF EGRESS: ACTUAL BUILDING DESIGN F-1 Moderate Hazard Factory Industrial -Woodworking (cabinet) I story, 20,000 SF Table 601 VB Structural Frame O hr Bearing -Interior O hr Non-beating -Exterior O hr Non-beating -Interior O hr Floor Construction O hr Roof Construction 0 hr Total Occupant Load: 109 Occupants (4) Exit doors provided Illuminated Exit Signs provided at all egre J: exits. Maximum travel distance: 175' Water Closet provided: 3 Lavatory provided: 3 Drinking fountain provided: 2 PER I.B.C.2018 EDITION TABLE 1004.5FLOOR AREA IN S.F. PER OCCUPANT ALLOWANCES ACCESSORY, ELEC, MECH, STORAGE 300 GROSS ASSEMBLY (UNCONCENTRATED) 15 NET MANUFACTURING AREA 200 GROSS OFFICE 150 GROSS SYMBOL LEGEND OCC: OFFICE ROOM S.F. I OCCUPANT ALLOWANCE 293 SF/ 100 = 3 PER S.F. = OCCUPANT LOAD 8 NEW EXIT SIGN FE NEW FIRE EXTINGUISHER W/ BRACKET DF NEW DRINKING FOUNTAIN ◄2 OCCUPANT LOAD EXITING ROOM f-----TRAVELING PATH DISTANCE OF EXITING Lt) E V) .c --o 0 0 I :::, Lf) Ru 0 CX) N ..C: u "' "' Lt) u >-c (YJ ~ 0 0 0 0 ~ 0) '° "' Q) -c (YJ ~ 0 ·--E ;!::: .c: 0. "' 'st I I 0 0 " u ~ " '° ·-2.Q (YJ ...c Lf) 0. 'st E "' 0 >- '° u 0 (YJ 0. Si....... 0 C) V) z w -uc uJ" ai=:::: V) "' :, :, 0 Lt) ""~ 0 CCI zz V) A.. oo I-I-w 0 00 ai=:: :r:z "" -:::c: :r: N v, z V) O<{ ::: ~ ai=:: ..... o6 -Ww N =z: 0 -' Oz S'~ o- :E ~ u CODE ANALYSIS AND OCCUPANCY PLANS G0.01 RHOTON ROADCULLENSROADKILLIONROADIIIIIIIIIIIIIIIIIIIIIC A N A L R O A D C A N A L R O A D YELM CENT R A L I A CANA L YEL M C R E E K NISQUALLY RIVER 5016 Lacey Boulevard SE, Lacey, Washington 98503(360) 491-3399 Fax (360) 491-3857 100% PLAN SUBMITTAL BID ITEMNO.DESCRIPTION QUANTITY UNIT PREPARATION 1 MOBILIZATION 1 L.S. 2 CLEARING AND GRUBBING 1.94 ACRE GRADING 3 ROADWAY EXCAVATION INCL. HAUL 3420 C.Y. 4 GRAVEL BORROW INCL. HAUL 820 C.Y. DRAINAGE 5 QUARRY SPALLS 1 C.Y. STORM SEWER 6 SOLID WALL PVC STORM SEWER PIPE 6 IN. DIAM.440 L.F. 7 12" ADS N-12 STORM PIPE 65 L.F. 8 TESTING STORM SEWER PIPE 1 L.S. 9 CURB CUT 3 EACH SANITARY SEWER 10 SEWER CLEANOUT 1 EACH 11 4" SANITARY SEWER CASING 55 L.F. 12 PVC SANITARY SEWER PIPE 6" DIAMETER 15 L.F. 13 PVC SANITARY SEWER PIPE 2" DIAMETER 200 L.F. 14 1500 GALLON CONCRETE STEP TANK 1 EACH 15 ORENCO MODEL PF200511 DUPLEX PUMP 1 EACH WATER LINES 16 TAPPING SLEEVE AND VALVE ASSEMBLY 6"1 EACH 17 HYDRANT ASSEMBLY 1 EACH 18 2" HDPE PRESSURE CLASS 200 SERVICE LINE 95 L.F. 19 DUCTILE IRON PIPE FOR WATER MAIN 6" DIAMETER 145 L.F. 20 CONCRETE THRUST BLOCKING 1 C.Y. 21 DETECTABLE MARKING TAPE 240 L.F. 22 HYROSTATIC PRESSURE TESTING 1 L.S. 23 SERVICE CONNECTION 2 IN. DIAM.1 EACH 24 POST INDICATOR VALVE, DOUBLE CHECK DETECTOR VALVE ASSEMBLY, AND VAULT (AMES 2000-DCA)1 EACH 25 REDUCED PRESSURE BACK FLOW ASSEMBLY (AMES 4000B)1 EACH SURFACING 26 CRUSHED SURFACING BASE COURSE 1,840 TON HOT MIX ASPHALT 27 HMA CL. 1/2 IN. PG 58H-22 1,130 TON 28 SAWCUT 125 L.F. EROSION CONTROL AND ROADSIDE PLANTING 29 SILT FENCE 590 L.F. 30 STABILIZED CONSTRUCTION ENTRANCE 205 S.Y. 31 EROSION CONTROL AND WATER POLLUTION PREVENTION 1 L.S. 32 HIGH VISIBILITY FENCE 1700 L.F. TRAFFIC 33 CEMENT CONC. TRAFFIC (BARRIER) CURB 128 L.F. 34 PAINT LINE 260 L.F. 35 PAINTED ACCESS PARKING SPACE SYMBOL 1 EACH 36 SPCC PLAN 1 L.S. OTHER ITEMS 37 ADJUST VALVE BOX 1 EACH 38 BOLLARD TYPE 4 EACH4/30/2021 3 3 7 3383353363373323333343293313283283283333343353 3 6 32933133232 8 328329327328337338338335336337331332333334329328330330330TSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBX X X X X X X 17 2019 18 TR 17N 02 19 EPP 5016 Lacey Boulevard SE, Lacey, Washington 98503(360) 491-3399 Fax (360) 491-3857 YELM WA EXISTING CONDITIONS AND SURVEY CONTROL MODERN RESOURCES LLC SITE DEVELOPMENT 4/30/2021 3353363373323333343293313283283283333343353 3 6 32933133232 8 328329327328335336331332333334329328330330330TSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBX X X X X X X TR 17N 02 19 EPP 3293283303353363313323333345016 Lacey Boulevard SE, Lacey, Washington 98503(360) 491-3399 Fax (360) 491-3857 YELM WA TESC & DEMOLITION PLAN MODERN RESOURCES LLC SITE DEVELOPMENT 4/30/2021 5016 Lacey Boulevard SE, Lacey, Washington 98503(360) 491-3399 Fax (360) 491-385715' MIN.12" MIN THICKNESS 100' MIN. GEOTEXTILE 4"-8" QUARRY SPALLS EXISTING ROADYELM WA TESC DETAILS & NOTES MODERN RESOURCES LLC SITE DEVELOPMENT 4/30/2021 3 3 7 3383353363373323333343293313283283283333343353 3 6 32933133232 8 328329327328337338338335336337331332333334329328330330330TSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBX X X X X X X 17 2019 18 TR 17N 02 19 EPP 3293283303353363373313323333343385016 Lacey Boulevard SE, Lacey, Washington 98503(360) 491-3399 Fax (360) 491-3857 VERTICAL DATUM NAVD 88 YELM WA SITE, SURFACING & HORIZONTAL CONTROL PLAN MODERN RESOURCES LLC SITE DEVELOPMENT 4/30/2021 3 3 7 3383353363373323333343293313283283283333343353 3 6 32933133232 8 328329327328337338338335336337331332333334329328330330330TSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBX X X X X X X 17 2019 18 TR 17N 02 19 EPP 3293283303353363373313323333343385016 Lacey Boulevard SE, Lacey, Washington 98503(360) 491-3399 Fax (360) 491-3857 VERTICAL DATUM NAVD 88 YELM WA GRADING & PAVING PLAN MODERN RESOURCES LLC SITE DEVELOPMENT 4/30/2021 5016 Lacey Boulevard SE, Lacey, Washington 98503(360) 491-3399 Fax (360) 491-3857 YELM WA GRADING & PAVING DETAILS & NOTES MODERN RESOURCES LLC SITE DEVELOPMENT 4/30/2021 33533233333432933132832832833333433532933133232 8 3283273283313323333343293283303303303293283303313323333345016 Lacey Boulevard SE, Lacey, Washington 98503(360) 491-3399 Fax (360) 491-3857 VERTICAL DATUMNAVD 88 YELM WA STORM DRAINAGE PLAN MODERN RESOURCES LLC SITE DEVELOPMENT 4/30/2021 5016 Lacey Boulevard SE, Lacey, Washington 98503(360) 491-3399 Fax (360) 491-3857 YELM WA STORMWATER DETAILS & NOTES MODERN RESOURCES LLC SITE DEVELOPMENT 4/30/2021 5016 Lacey Boulevard SE, Lacey, Washington 98503(360) 491-3399 Fax (360) 491-3857 YELM WA STORMWATER DETAILS & NOTES MODERN RESOURCES LLC SITE DEVELOPMENT 4/30/2021 5016 Lacey Boulevard SE, Lacey, Washington 98503(360) 491-3399 Fax (360) 491-3857 YELM WA STORMWATER DETAILS & NOTES MODERN RESOURCES LLC SITE DEVELOPMENT 4/30/2021 5016 Lacey Boulevard SE, Lacey, Washington 98503(360) 491-3399 Fax (360) 491-3857 YELM WA SANITARY SEWER PLAN & PROFILE MODERN RESOURCES LLC SITE DEVELOPMENT 4/30/2021 5016 Lacey Boulevard SE, Lacey, Washington 98503(360) 491-3399 Fax (360) 491-3857 YELM WA SANITARY SEWER DETAILS & NOTES MODERN RESOURCES LLC SITE DEVELOPMENT 4/30/2021 5016 Lacey Boulevard SE, Lacey, Washington 98503(360) 491-3399 Fax (360) 491-3857 YELM WA SANITARY SEWER DETAILS & NOTES MODERN RESOURCES LLC SITE DEVELOPMENT 4/30/2021 5016 Lacey Boulevard SE, Lacey, Washington 98503(360) 491-3399 Fax (360) 491-3857 YELM WA WATER SYSTEM PLAN AND PROFILE MODERN RESOURCES LLC SITE DEVELOPMENT 4/30/2021 5016 Lacey Boulevard SE, Lacey, Washington 98503(360) 491-3399 Fax (360) 491-3857 YELM WA WATER DETAILS AND NOTES MODERN RESOURCES LLC SITE DEVELOPMENT 4/30/2021 5016 Lacey Boulevard SE, Lacey, Washington 98503(360) 491-3399 Fax (360) 491-3857 YELM WA WATER DETAILS MODERN RESOURCES LLC SITE DEVELOPMENT 4/30/2021 5016 Lacey Boulevard SE, Lacey, Washington 98503(360) 491-3399 Fax (360) 491-3857 YELM WA WATER DETAILS MODERN RESOURCES LLC SITE DEVELOPMENT 4/30/2021 5016 Lacey Boulevard SE, Lacey, Washington 98503(360) 491-3399 Fax (360) 491-3857 YELM WA PARKING LOT STRIPING PLAN MODERN RESOURCES LLC SITE DEVELOPMENT 4/30/2021 3 3 7 3383353363373323333343293313283283283333343353 3 6 32933133232 8 328329327328338338335336337331332333334329328330330330TSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBX X X X X X X 3293283303353363373313323333343385016 Lacey Boulevard SE, Lacey, Washington 98503(360) 491-3399 Fax (360) 491-3857 YELM WA TREE PLANTING PLAN, DETAILS, & NOTES MODERN RESOURCES LLC SITE DEVELOPMENT 4/30/2021 200'-0" 20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"100'-0"20'-0"20'-0"20'-0"20'-0"7'-0"20'-0"20'-0"13'-0"7'-0"13'-0"100'-0"20'-0"10'-0"10'-0"20'-0"13'-0"7'-0"20'-0"10'-0"10'-0"20'-0"7'-0"13'-0"A2.10 1 1/8" = 1'-0" FLOOR PLAN - GROUND LEVEL BREAK RM MECH/ELEC RR RR OFFICERR COMPRESSOR ROOM WORKSHOPWORKSHOP WORKSHOP A3.10 3 A3.10 2 A3.10 1 A3.10 4 A3.20 2 A3.20 1 2 2 8'-0" HIGH A.F.F. FROM 8'-0" AND ABOVE 8'-0" HIGH A.F.F. FROM 8'-0" AND ABOVE 8'-0" HIGH A.F.F. FROM 8'-0" AND ABOVE FROM 8'-0" AND ABOVE 8'-0" HIGH A.F.F. FROM 8'-0" AND ABOVE 8'-0" HIGH A.F.F. 8'-0" HIGH A.F.F. FROM 8'-0" AND ABOVE 8'-0" HIGH A.F.F. FROM 8'-0" AND ABOVE 8'-0" HIGH A.F.F. FROM 8'-0" AND ABOVE 8'-0" HIGH A.F.F. FROM 8'-0" AND ABOVE FROM 8'-0" AND ABOVE 8'-0" HIGH A.F.F. 8'-0" HIGH A.F.F. FROM 8'-0" AND ABOVE 8'-0" HIGH A.F.F. FROM 8'-0" AND ABOVE 8'-0" HIGH A.F.F. FROM 8'-0" AND ABOVE 8'-0" HIGH A.F.F. FROM 8'-0" AND ABOVE 8'-0" HIGH A.F.F. A3.20 3 A3.20 3 FE FE FE FE DF FE GC GC GC GC GC GC UP A8.10 1 A5.102 A5.10 2 SCALE: 1/8" = 1'-0" 4' 8'0 16' 2 Revisions Closing Date Sheet No. ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. MSGS Project No. Sheet Title 05/2021PERMIT SET 21-112 A ,__...____, ___ _ I 2 3 4 5 e 0 7 /-\ ~__) 8 9 10 11 12'-8" 4" -- r( E3 > r( E3 > ~ -< E3 1'-10" 6'-8" 13'-0" IT@] - I K E2 > I I I K E2 > I I I -< E2 I (~ El ) < E4 >, < E4 )i -~ L<: -= I > 5 > J~, ... 2 < 3B 4 > ~ ~ < 4 ( l O I @\ , 3A > ~ 11091 ll![v I~ gl ' E4 ) --u Lf) E V) .c - 0 0 -a I :::, Lf) Ru OCXl N ..C: u "' "' Lf) u >-C M ~ 0 0 0 0 ~ 0) '° "' Q) M f,ll -c 0 ·--E ;!::: .c 0. "' --st I I 0 0 " u ~ " '° ·-oc5 M -·---st ...c Lf) 0. 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I M-10 I 5' ~ 2 > NEW WALL CONSTRUCTION G 1--4-~--- < E4 , ~ ,:_ \ IM- ::I -I l < 2 )-' . ~- 5' 0 OFFICE -;- Ci±ill 0 N ~ 5' ~ ·-~ ~ ~ 0 4'-li' < E4 ► 4'-CT' 6'-1)' CLEAR □ c:::i NEW WALL 0 CONSTRUCTION ~ NEW DOOR & FRAME, SEE DOOR SCHEDULE F WALL TYPES, SEE A5.10 FOR DETAIL FLOOR PLANS CG STAINLESS STEEL CORNER GUARD 20'-9" ( E3 > 8'-0" A.F.F. FE FIRE EXTINGUISHER WITH 1 2 BRACKET N ' "' lfil $ @r8~_9□9R PLAN -MEZZANINE LEVEL 0 4' 8' I 6' .... SCALE: l /8" = l '-0" DF DRINKING FOUNTAIN A2.10 ' Revisions Closing Date Sheet No. ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. MSGS Project No. Sheet Title 05/2021PERMIT SET 21-112 2 3 4 5 0 20( '-0" 7 8 9 10 11 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-[J' ....__ . PRE-FINISHED METAL -------------"-~ PRE-FINISHED SHEET METAL ~ ROOF PANEL -....._ PRE-FINI! HED SHEET METAL PRE-FINISHED SHEET METAL 1\ GurrERANDDowNsPouT-----if'\~= "---...~========,===~l================l=,=,=============I ========,=======~l===========,===~l~,..__======~=~;;;;;;;==G=uT=T=ER=A=l=N::;D=D=o,=w=N::;s=P=o=u=T==i===i====r===rl ===f==i===i==;:,===~==j,=~l==i==f==i'='9====r-==i===Fl==iG=urr7ER=A=ND,=D=o=wj=N=s=p=oi=u=T~i=l~I A >-....,,.__....,,._ __ _ a • A L/) E V) .c - 0 0 -a I :::, L/) Ru OCXl N ..C: u V) "' L/) u >-C M ~ 0 0 0 0 ~ 0) "' '° 0) Q) -c M 0 ·-"' ;!::: .c -E 0. "' --st I I 0 0 " u ~ " '° ·-oc5 M -·---st ...c L/) 0. "' E 0 >- '° u 0 M 0. !ii,._ 0 9 ·~ • ~ 9 ~ PRE-FINISHED METAL ROOF PANEL -- I I I I I I I I I B ~i~ ~i~ .. g .. g -V) -V) / B b PRE-FINISHED METAL ROOF PANEL __/ ' "' -- b ' "' - b I I I I I I I I I ' b "' b ' b "' B.l -----H ------I ----,, B. l ~ ~ C C C) <;> / METAL RIDIGE VENT CAP /I METAL RIDGE VENT CAP b I I I I I I I 0-~ 9 -----~ b ' b E 9 I I I I I I I I I .... PRE-FINISHED METAL ROOF PANEL E. l -----i ~ ------I ---- b ' b •• "' <;> b - b -~ -----0 ~ __ , ~ b ' b - --~-E 9 .... E. l b ' b "' V) z w -uc uJ" ai=:::: V) "' :, :, 0 L/) ""~ 0 al zz V) A.. oo ,-,-wo 0(.'.) :r:z ai=:: :::c "" -N I o"' z V) -<( -~ ai=:: ..... o6 -Ww N ~ 0 -' Cz ~ ~ o-~; b ' b ' u "' "' - I I I I I I I I I F iw iw -CL -CL .. g .. g -v, -V) ,i, 9 V ~ -PRE-FINISHED METAL ROOF PANEL _,, " ~ --~-F 9 ~ I I I I I I I I I a J ¢ _a_ D lI th ¢ th ¢ n n th D -· G - PRE-FINISHED SHEET METAL f PRE-FINISHED SHEET METAL J ~ '-.::.,I GUTTER AND DOWNSPOUT GUTTER AND DOWNSPOUT 2 3 4 5 6 7 8 9 10 11 0 4' 8' 16' .._ I I SCALE: 1/8" = 1 '-0" 0 Keynotes General Notes: L egend ROOF PLAN A2.20 "' ' "' "' A3.10 2 1/8" = 1'-0" ELEVATION - EAST 0'-0" GROUND LEVEL SCALE: 1/8" = 1'-0" 4' 8'0 16' A3.10 9'-0" MEZZANINE LEVEL PRE-FINISHED SHEET METAL GUTTER AND DOWNSPOUT PRE-FINISHED METAL ROOF PANEL PRE-FINISHED SHEET METAL GUTTER AND DOWNSPOUT PRE-FINISHED METAL ROOF PANEL CONTINUOUS METAL RIDGE VENT PRE-FINISHED SHEET METAL GUTTER AND DOWNSPOUT PRE-FINISHED METAL ROOF PANEL 0'-0" GROUND LEVEL 9'-0" MEZZANINE LEVEL A3.10 4 1/8" = 1'-0" ELEVATION - WEST SCALE: 1/8" = 1'-0" 4' 8'0 16' 133 PRE-FINISHED SHEET METAL GUTTER AND DOWNSPOUT PRE-FINISHED METAL ROOF PANEL PRE-FINISHED VERTICAL METAL WALL PANEL PRE-FINISHED SHEET METAL GUTTER AND DOWNSPOUT PRE-FINISHED METAL ROOF PANEL PRE-FINISHED SHEET METAL GUTTER AND DOWNSPOUT PRE-FINISHED METAL ROOF PANEL CONTINUOUS METAL RIDGE VENT A3.10 3 1/8" = 1'-0" ELEVATION - NORTH 0'-0" GROUND LEVEL SCALE: 1/8" = 1'-0" 4' 8'0 16' PRE-FINISHED SHEET METAL GUTTER AND DOWNSPOUT PRE-FINISHED METAL ROOF PANEL PRE-FINISHED VERTICAL METAL WALL PANEL PRE-FINISHED SHEET METAL GUTTER AND DOWNSPOUT PRE-FINISHED SHEET METAL GUTTER AND DOWNSPOUT CONTINUOUS METAL RIDGE VENT A3.10 1 1/8" = 1'-0" ELEVATION - SOUTH 0'-0" GROUND LEVEL 9'-0" MEZZANINE LEVEL SCALE: 1/8" = 1'-0" 4' 8'0 16' 1 PRE-FINISHED METAL ROOF PANEL PRE-FINISHED SHEET METAL GUTTER AND DOWNSPOUT PRE-FINISHED VERTICAL METAL WALL PANEL PRE-FINISHED SHEET METAL GUTTER AND DOWNSPOUT CONTINUOUS METAL RIDGE VENT Revisions Closing Date Sheet No. ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. MSGS Project No. Sheet Title 05/2021PERMIT SET 21-112 21-112 -21-l 12-A3. l O EXTERIOR ELEVATIONS.dwg -hsinyuk-5/10/2021 4:19 PM )> w • II C) i ' ' ' ' / / i 0 / .,; / D > 0 / t;l / B > -, § ' 0 ~ m r-m m >< < ..... )> m --1:::ia --00 z ;::ia en I I I I I [QJ □ I I ........... ~~ f¾.... I I -I I -I ...... I ~ ~ f¾.... \ I\ I \ \ r r A/ I / I I I , ' I , -' I --{ I , ' I , -I I , -' I , ' I I I \ , ~\ "''\ ,....-r-,.. i /1 -I / a, / t'5 ' -/~ ! ~ -\ \ \ \ ~ MODERN RESOURCES CABINET SHOP BUILDING l 002 & l l 02 RHOTON RD SE, YELM, WASHINGTON 98597 / , ' , ' , ' , I ' I , ' , , ' , ' , ' \, \' r r ~ l~r dL I / I -{ I I -{ I -==-\I { --t===---1 -{ . I -{ . I -{ I II---I [QJ1i----II -{ I Q I [QJ1.--II :~=== : 01.----II _} ~ -{ ~ p 360 943 6774 f 360 352 7005 www.msgsarch.com architects 510 capitol way south olympia, washington 98501 SCALE: 1/4" = 1'-0" 2' 4'0 8' A3.20 1 1/4" = 1'-0" SECTION 0'-0" GROUND LEVEL 10'-0" MEZZANINE LEVEL OFFICE OFFICE RR RR BREAK RM WHITE VINYL PLASTIC SHEETGWB CEILING BOARD 4" CONCRETE SLAB ON GRADE METAL PIPE COLUMN PER STRUCTURAL PRE-ENGINEERED METAL STAIRCASE R-49 BATT INSULATION PRE-FINISHED METAL ROOF PANEL PRE-FINISHED SHEET METAL GUTTER AND DOWNSPOUT SCALE: 1/4" = 1'-0" 2' 4'0 8' A3.20 2 1/4" = 1'-0" SECTION 1 0'-0" GROUND LEVEL 10'-0" MEZZANINE LEVEL MECH/ ELECRR OFFICE R-49 BATT INSULATION PRE-FINISHED METAL ROOF PANEL 4" CONCRETE SLAB ON GRADE POST PER STRUCTURAL SCALE: 1/4" = 1'-0" 2' 4'0 8' A3.20 3 1/4" = 1'-0" BUILDING SECTION 0'-0" GROUND LEVEL 10'-0" MEZZANINE LEVEL R-49 BATT INSULATION WHITE VINYL PLASTIC SHEET PRE-FINISHED METAL ROOF PANEL CONTINUOUS RIDGE VENT 4" CONCRETE SLAB ON GRAD PRE-FINISHED SHEET METAL GUTTER AND DOWNSPOUT PRE-FINISHED SHEET METAL GUTTER AND DOWNSPOUT WHITE VINYL PLASTIC SHEET METAL PIPE COLUMN PER STRUCTURAL WORKSHOP Revisions Closing Date Sheet No. ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. MSGS Project No. Sheet Title 05/2021PERMIT SET 21-112 21-112 -21-l 12-A3.20 SECTIONS.dwg -hsinyuk-5/10/2021 4:26 PM i i 10'-0" 3'-6" ''I C ' I "' I•,. 1 lt, ................................................................................................... .,_. ............ i .............................................................. ~I I -ii 9'-1 3/8" ~l 8'-0" J' lt 9'-4 5/8" •' ~ I II I ~I ::1 '"' I I . II [fil I ts:11 ) I P::ll / I·•' ~ Rl m ' ' A I /' II ~ ~ ... ... ,,, ,,, 10'-0" 10'-0" 1 '" ' " " "' • 'Y 'YTY 'fl ~---I -------8'-0" -f--. -----' -------T-101/4' [§] 9'-4 1/4' I I ' I [fil I J I I ~ I > .. "' A I ; 'v I "' ~ l.... .· ' I ~ ✓ I ' ·' • ' -· )> w • "-> C) ' .. ' •. l__._ .. .i,. ... ' ' l.... ,. ; . ' ., -@J -CA m n ..... -0 z CA ,,l 8'-8 5/8" I0'-4 7/8" "' [fil -A A "' "' ~ ' =t I I I I -----1---d I ,, ~ > Ii '1 I ~~> I I I I > I I I I I ~ ' ~ I > I I I I > I I ! ' I I > I I r 8'-0" ,,· ,, ,,· I~ ,.• I lj ~ A I 111, ) I 11, I 18:, 1: ' ' '.-1 \ ,, 1•(1 8'-0" r Rl m 10'-0" 10·-a· < ---@ f ~ I 4 I ~ [§] l@i~ C "' /ml/ ( "' --0 Rl m MODERN RESOURCES CABINET SHOP BUILDING l 002 & 1102 RHOTON RD SE, YELM, WASHINGTON 98597 p 360 943 6774 f 360 352 7005 www.msgsarch.com architects 510 capitol way south olympia, washington 98501 3" = 1'-0" WALL TYPE 2 3" = 1'-0" WALL TYPE 1 2X4 METAL STUD @ 16" O.C. STRUCTURE ABOVE 5/8" GWB ACOUSTIC BATT INSULATION ACOUSTICAL CONTINUOUS CAULK 2X4 METAL STUD @ 16" O.C. CONTINUOUS SLOTTED DEEP LEG METAL TRACK NEW 5/8" GWB 3" = 1'-0" WALL TYPE E1 3" = 1'-0" WALL TYPE E2 CONTINUOUS SLOTTED DEEP LEG METAL TRACK STRUCTURE ABOVE ACOUSTICAL CONTINUOUS CAULK R-21 BATT INSULATION 8" GIRT PER STRUCTURAL 3/4" PLYWOOD UP TO 8'-0" A.F.F. PRE-FINISHED METAL WALL PANEL 3" = 1'-0" TYPICAL WALL DETAILAT FLOOR LINE WALL TYPE 1-1/2" HATCH CHANNEL @ 24" O.C. 3" = 1'-0" WALL TYPE E3 R-21 BATT INSULATION 8" GIRT PER STRUCTURAL WHITE VINYL PLASTIC SHEET PRE-FINISHED METAL WALL PANEL 8" GIRT PER STRUCTURAL 3/4" PLYWOOD UP TO 8'-0" A.F.F. PRE-FINISHED METAL WALL PANEL 1-1/2" HATCH CHANNEL @ 24" O.C. 3" = 1'-0" WALL TYPE 5 GIRT PER STRUCTURAL 3/4" PLYWOOD 3" = 1'-0" WALL TYPE 4 5/8" GWB FROM 8'-0" AND ABOVE ACOUSTICAL CONTINUOUS CAULK 2X8 METAL STUD @ 16" O.C. CONTINUOUS SLOTTED DEEP LEG METAL TRACK 1/2" PLYWOOD SHEATHING 3' = 1'-0" WALL TYPE 3A 1/2" PLYWOOD SHEATHING ACOUSTIC BATT INSULATION @ WALL TYPE 3B WALL TYPE 3B - W/ ACOUSTICAL BATT INSULATION 3/4" PLYWOOD UP TO 8'-0" A.F.F. 3/4" PLYWOOD UP TO 8'-0" A.F.F. @ WALL TYPE 3A 5/8" GWB @ WALL TYPE 3B 3" = 1'-0" WALL TYPE E4 R-21 BATT INSULATION 8" GIRT PER STRUCTURAL FIBERGLASS REINFORCED PANEL PRE-FINISHED METAL WALL PANEL 1-1/2" HATCH CHANNEL @ 24" O.C. FLOOR LINE A SOLID CORE WOOD B HOLLOW METAL AA HM FRAME FLOOR LINE FLOOR LINE HM FRAME01 HM FRAME02 C GALVANIZED STEEL OVERHEAD COILING TEMP. GLASS HM FRAME03 1/4" = 1'-0" DOOR FRAME TYPES 1/4" = 1'-0" DOOR TYPES 1/4" = 1'-0" WINDOW TYPES D VERTICAL VINYL STRIP CURTAIN GALVANIZED WALL MOUNT PLATE A1 HOLLOW METAL A5.10 1 1/4" = 1'-0" INTERIOR ELEVATION 0'-0" GROUND LEVEL 10'-0" MEZZANINE LEVEL PRE-ENGINEERED METAL STAIRCASE SCALE: 1/4" = 1'-0" 2' 4'0 8' 1/2" X 1/2" SQ. BALUSTER 2" X 2" SQ. STL. POST 3" X 2" STL. GUARDRAIL DK POST PER STRUCTURAL A5.10 2 1/4" = 1'-0" INTERIOR ELEVATION SDPTDMW Revisions Closing Date Sheet No. ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. MSGS Project No. Sheet Title 05/2021PERMIT SET 21-112 SCALE: 1/4" = 1'-0" 2' 4'0 8' A8.10 3 1/4" = 1'-0" STAIR ELEVATION 0'-0" GROUND LEVEL 10'-0" MEZZANINE LEVEL 1/2" X 1/2" SQ. BALUSTER 2" X 2" SQ. STL. POST 3" X 2" STL. GUARDRAIL Ø = 1-1/2" STL. HANDRAIL POST PER STRUCTURAL A8.10 4 3" = 1'-0" DETAIL 1 STEEL 2X10 STRINGER 1" STL. DECKING 1x1 STL. TUBE WELD TO L ANGLE 1x3 L ANGLE A8.10 5 3" = 1'-0" DETAIL 3 2" SQUARE STL. POST Ø = 1-1/2" STL. HANDRAIL @ STAIR PORTION ONLY 1/2" X 1/2" SQ. STL. BALUSTRADE @ 4" O.C. 3" X 2" STL. GUARDRAIL STEEL 2X10 STRINGER 1" STL. DECKING 1x3 L ANGLE 3"X 2" STL. POST STEEL 2X10 STRINGER 1x3 L ANGLE 1" STL. DECKING A8.10 6 3" = 1'-0" DETAIL 2 POST PER STRUCTURAL A8.10 7 3" = 1'-0" DETAIL 4 2" SQUARE STL. POST 1/2" X 1/2" SQ. STL. BALUSTRADE @ 4" O.C. Ø = 1-1/2" STL. HANDRAIL Revisions Closing Date Sheet No. ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. MSGS Project No. Sheet Title 05/2021PERMIT SET 21-112 21-112 -21-112-AB. l O DEIAILS.dwg -hsinyuk-5/10/2021 4:29 PM ~.,, i )> ci ;:;a ..... -)> r-u, ..... )> -;:;a .,, r-)> z I G) ;:;a 0 C: z C r-m < m r-u, ---0 () )> r-: -. 's ----l>c II-..,. >, ~ ' Q )> 00 • II C) "' ~ -;: m ~o .,!: m ~ m 0 "' ~ fl: l> ,. 1c rl1{!) / 4" 7 7 F.0.G. 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LI u -U 1 1 LI q ' / u IU LI_ Rl 3'-6" w. u f!l 1-.J p 360 943 6774 f 360 352 7005 www.msgsarch.com architects 510 capitol way south olympia, washington 98501 A21120.00 Modern Resources.dwg - revitlaptop - 5/8/2021 10:42 PMPRELIMINARY NOT FOR CONSTRUCTION Revisions Closing Date Sheet No.architectsp 360 943 6774 f 360 352 7005www.msgsarch.com510 capitol way southolympia, washington 98501ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. MSGS Project No. Sheet Title APRIL 2021PERMIT SET 1002 & 1102 RHOTON RD SE,21-112MODERN RESOURCESCABINET SHOP BUILDINGYELM, WASHINGTON 9859705/08/2021 ’ ’ ’ S1.10 STRUCTURAL NOTES A21120.00 Modern Resources.dwg - revitlaptop - 5/8/2021 10:42 PMPRELIMINARY NOT FOR CONSTRUCTION Revisions Closing Date Sheet No.architectsp 360 943 6774 f 360 352 7005www.msgsarch.com510 capitol way southolympia, washington 98501ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. MSGS Project No. Sheet Title APRIL 2021PERMIT SET 1002 & 1102 RHOTON RD SE,21-112MODERN RESOURCESCABINET SHOP BUILDINGYELM, WASHINGTON 9859705/08/2021 S1.20 SPECIAL INSPECTIONS TABLE G F E C B A 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 B.1 E.1 G F A B.1 E.1 E D C B D A21120.00 Modern Resources.dwg - revitlaptop - 5/8/2021 10:42 PMPRELIMINARY NOT FOR CONSTRUCTION Revisions Closing Date Sheet No.architectsp 360 943 6774 f 360 352 7005www.msgsarch.com510 capitol way southolympia, washington 98501ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. MSGS Project No. Sheet Title APRIL 2021PERMIT SET 1002 & 1102 RHOTON RD SE,21-112MODERN RESOURCESCABINET SHOP BUILDINGYELM, WASHINGTON 9859705/08/2021 S2.10 FOUNDATION PLAN A21120.00 Modern Resources.dwg - revitlaptop - 5/8/2021 10:42 PMPRELIMINARY NOT FOR CONSTRUCTION Revisions Closing Date Sheet No.architectsp 360 943 6774 f 360 352 7005www.msgsarch.com510 capitol way southolympia, washington 98501ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. MSGS Project No. Sheet Title APRIL 2021PERMIT SET 1002 & 1102 RHOTON RD SE,21-112MODERN RESOURCESCABINET SHOP BUILDINGYELM, WASHINGTON 9859705/08/2021 S4.10 MEZZANINE PLANS AND DETAILS A21120.00 Modern Resources.dwg - revitlaptop - 5/8/2021 10:42 PMPRELIMINARY NOT FOR CONSTRUCTION Revisions Closing Date Sheet No.architectsp 360 943 6774 f 360 352 7005www.msgsarch.com510 capitol way southolympia, washington 98501ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. MSGS Project No. Sheet Title APRIL 2021PERMIT SET 1002 & 1102 RHOTON RD SE,21-112MODERN RESOURCESCABINET SHOP BUILDINGYELM, WASHINGTON 9859705/08/2021 S5.10 COLUMN PLINTHS AND ANCHOR LAYOUT A21120.00 Modern Resources.dwg - revitlaptop - 5/8/2021 10:42 PMPRELIMINARY NOT FOR CONSTRUCTION Revisions Closing Date Sheet No.architectsp 360 943 6774 f 360 352 7005www.msgsarch.com510 capitol way southolympia, washington 98501ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. MSGS Project No. Sheet Title APRIL 2021PERMIT SET 1002 & 1102 RHOTON RD SE,21-112MODERN RESOURCESCABINET SHOP BUILDINGYELM, WASHINGTON 9859705/08/2021 S5.20 FOUNDATION DETAILS VENT (V)HOT WATER (HW)COLD WATER (CW)NATURAL GAS (G)GISOLATION VALVE - SEE SPECIFICATIONS FOR TYPEUNIONHOSE BIBBROUND DUCT OR FLAT OVAL20/12FLEXIBLE DUCTMBALANCING VALVEDUCT SECTION (EXHAUST OR RETURN)FLEXIBLE CONNECTIONMOTORIZED DAMPERVOLUME DAMPER (MANUAL)DUCT SECTION (SUPPLY)DUCT (FIRST FIGURE, SIDE SHOWN)ABOVE FINISHED FLOORAUTHORITY HAVING JURISDICTIONAIR HANDLING UNITAPPROXIMATELYARCHITECTURALBOTTOM OF DUCTBRITISH THERMAL UNITBRITISH THERMAL UNIT/HOURBUILDINGCONDENSATECAPACITYCEILINGCLEANOUTCOMPRESSORCONNECTIONCONTINUE, CONTINUATIONCUBIC FEET PER HOURCUBIC FEET PER MINUTECOLD WATERDEGREE FAHRENHEITDIAMETERDOWNDRAWINGEACHEXHAUST FANEFFICIENCYELECTRICAL, ELECTRICENERGY EFFICIENCY RATIOEXHAUSTEXTERNAL STATIC PRESSUREFIREFEET PER MINUTEFLEXIBLEFLOORFLOOR CLEAN OUTFULL LOAD AMPSGALLONGASHORSE POWERHIGH VELOCITY LOW SPEEDHOT WATERHOT WATER CIRCULATIONINTEGRALINCHINVERT ELEVATIONKILOWATTLININGMAXIMUMMANUFACTURERTHOUSAND BTUHMINIMUM CIRCUIT AMPACITYMECHANICALMINIMUMNUMBERNOT TO SCALEOPPOSED BLADE DAMPEROUTSIDE AIROUTSIDE AIR INTAKEPHASEPLUMBING AND DRAINAGE INST.RETURNRATED LOAD AMPSREFERENCEREQUIREDRETURN AIRREVOLUTIONS PER MINUTEROOMSUPPLYSUPPLY AIRSCREENED OPENINGSTAINLESS STEELTEMPERATURETYPICALUNLESS NOTED OTHERWISEVENT THROUGH ROOFVOLTS, VOLTAGE, VENTWALL CLEAN OUTWASTEWATTWITHAFFAHJAHUAPPROXARCHB.O.D.BTUBTUHBLDGCCAPCLGCOCOMPCONNCONTCFHCFMCWDEG F, °FDIA, ØDNDWGEAEFEFFELECEEREXHESPFFPMFLEXFLFCOFLAGALGHPHVLSHWHWCINTEGR.INI.E.KWLMAXMFRMBHMCAMECHMINNO.NTSOBDOAOAIPHP.D.I.RRLAREFREQ'DRARPMRMSSAS.O.SSTEMPTYPUNOVTRVWCOWWAW/HOT WATER CIRCULATING (HWC)FLOOR CLEANOUT (FCO) / SURFACE CLEANOUT (SCO)WASTE OR SOIL (W) PIPE DOWNPIPE UPPIPE TEE IN LINE, BRANCH PIPE DOWNCFMSIZE,SYMBOLM3.12DETAIL/SECTION IDENTIFICATION NUMBERSHEET ON WHICH DETAIL IS SHOWNWALL OUTLET (OR INLET)SIZE,SYMBOLCFMCFMSIZE,SYMBOLCEILING OUTLETCEILING INLETELBOW WITH TURNING VANESDUCT UP (RECTANGULAR)DUCT UP (RECTANGULAR)DUCT DOWN (RECTANGULAR)DUCT UP (ROUND)DUCT DOWN (ROUND)DUCT DOWN (RECTANGULAR)NOTE: FOR DESCRIPTION OF OTHER ABBREVIATIONS SEE SYMBOL LISTING TO THE LEFT,EQUIPMENT/ITEMS SCHEDULES, AND ABBREVIATIONS LISTED IN SPECIFICATIONS1. ALL WORK IS BASE BID UNLESS SPECIFICALLY NOTED AS ALTERNATE BID WORK.2. MECHANICAL WORK IS NOT LIMITED TO MECHANICAL DRAWINGS AND DIVISION 20, 21, 22 AND 23SPECIFICATIONS. THERE IS ADDITIONAL MECHANICAL WORK TO BE INCLUDED IN THE BID INDICATED ONOTHER DRAWINGS AND IN OTHER SPECIFICATION DIVISIONS. CONTRACTOR SHALL REVIEW ALL DRAWINGSAND SPECIFICATIONS FOR ADDITIONAL MECHANICAL WORK.3. ALL ITEMS ARE NEW UNLESS SPECIFICALLY NOTED AS EXISTING.4. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR BUILDING SEISMIC & EXPANSION JOINTS. PROVIDEFLEXIBLE CONNECTIONS IN ALL PIPING & DUCT SYSTEMS WHICH CROSS SUCH JOINTS, SIZED/CONFIGUREDTO ACCOMMODATE SPECIFIED MOVEMENT (SEE SPECIFICATIONS) IN ANY DIRECTION W/O PERMANENTDAMAGE. SUBMIT DETAILS OF FLEXIBLE CONNECTIONS & LOCATIONS.5. DRAWINGS SCALES APPLY TO FULL SIZE SHEET ONLY; FULL SIZE SHEETS ARE 36"x24". USE CAUTION INOBTAINING DIMENSIONS AND QUANTITIES FROM DRAWINGS THAT ARE NOT THIS FULL SIZE; USEDIMENSIONS CALCULATED FROM DIMENSIONS ON THE ARCHITECTURAL AND STRUCTURAL DRAWINGSOVER OTHER METHODS OF OBTAINING DIMENSIONS.6. SEISMICALLY ANCHOR ALL UNITS & EQUIPMENT TO BUILDING. (UNO). CONTRACTOR IS RESPONSIBLE TOSELECT AND PROVIDE ALL SEISMIC ANCHORING DEVICES FOR ALL MECHANICAL EQUIPMENT, ALL PIPINGAND ALL DUCTWORK. CONTRACTOR SHALL SUBMIT DETAILS AND PLANS TO BUILDING INSPECTOR FORREVIEW AND COMMENT PRIOR TO INSTALLATION.7. FIXTURE LOCATIONS: VERIFY LOCATION OF PLUMBING FIXTURES WITH ARCHITECTURAL AND FOODSERVICE DRAWINGS BEFORE BEGINNING WORK. ARCHITECTURAL DRAWINGS GOVERN. PLUMBING FIXTUREHEIGHTS SHALL BE AS SHOWN ON ARCHITECTURAL DRAWINGS.8. CLEANOUTS: PROVIDE CLEANOUTS AS REQUIRED BY CODE; USE FLOOR CLEANOUTS WHERE POSSIBLE.SEE DETAILS ON SHEET M3.02.9. PIPE ROUTING: ALL PIPING SHOWN IS SCHEMATIC, CONTRACTOR SHALL PROVIDE ALL OFFSETS/ELBOWSAS REQ'D TO ALLOW ROUTING AROUND STRUCTURE, ELECTRICAL, & OTHER INTERFERENCES. ALL PIPINGSHALL BE RUN CONCEALED, UNO.10. PIPE SIZES: UNSIZED PLUMBING PIPING SHALL MATCH THE SIZE OF THE LARGEST ADJACENT CONNECTINGPIPE SIZE SHOWN, WHERE THE ADJACENT PIPE IS NOT SHOWN (OR NOT CLEAR), THE PIPE SIZE SHALL BEBASED ON THE GPM FLOWING IN THE PIPE (USE FIXTURE UNITS AND CORRESPONDING GPM PER THE UPCFOR DOMESTIC WATER SYSTEMS, USE WASTE FIXTURE UNITS & UPC TABLES FOR WASTE/VENT SYSTEM),AND A VELOCITY NO GREATER THAN 4 FEET PER SECOND. USE UPC CURVES FOR GPM/VELOCITY FORAPPROPRIATE PIPING MATERIAL INVOLVED.11. ALL PLUMBING VENTS THRU ROOF SHALL BE MINIMUM 2' FROM ROOF CRICKET PEAK OR ROOF VALLEY.ADJUST PIPING AS NECESSARY.12. CONDENSATE DRAINS: PROVIDE PRIMARY CONDENSATE DRAINS FOR UNITS GENERATING CONDENSATE INACCORDANCE WITH CODE REQUIREMENTS & AS SHOWN ON DRAWINGS.13. PROVIDE TRAP PRIMERS TO ALL FLOOR DRAINS, FUNNEL DRAINS, AND FLOOR RECEPTORS PER DETAIL 3ON SHEET M3.02. WHERE LOCATION IS NOT INDICATED FOR TRAP PRIMER VALVE. CONTRACTOR SHALLSELECT LOCATION AND SUBMIT PROPOSED LOCATION.14. ALL DUCT PENETRATIONS THRU WALLS AND FLOORS SHALL BE PROVIDED WITH CLOSURE COLLARS (BOTHSIDES OF PENETRATION) AND BE TIGHTLY SEALED TO PREVENT THE TRANSMISSION OF NOISE.15. CONTRACTOR SHALL CAREFULLY COORDINATE WORK W/ ALL OTHER TRADES, ESPECIALLY IN CEILINGSPACES WHERE SPACE IS TIGHT. SHEET METAL CONTRACTOR SHALL HAVE PRIORITY OVER OTHERMECHANICAL TRADES IN CEILING SPACE WHERE CONFLICTS OCCUR.16. ALL DUCTWORK SHOWN IS SCHEMATIC, CONTRACTOR SHALL PROVIDE ALL OFFSETS/ELBOWS AS REQ'D TOALLOW ROUTING AROUND STRUCTURE, ELECTRICAL, & OTHER INTERFERENCES.17. FLEXIBLE DUCT LENGTH SHALL NOT EXCEED 8 FEET, AND MAY ONLY BE USED WHERE SPECIFICALLYSHOWN ON THE PLANS.18. SUPPORT EXHAUST FANS FROM ROOF/CEILING VIA SPRING ISOLATORS. SEE DETAIL ON SHEET M4.02.19. PROVIDE MANUAL VOLUME DAMPERS IN ALL BRANCH DUCTS AND SPLITS IN MAIN DUCTS AND WHEREREQUIRED BY BALANCERS; ONLY SOME OF THE REQUIRED DAMPERS ARE SHOWN ON THE PLANS.20. UNSIZED DUCTS SHALL MATCH THE SIZE OF THE LARGEST ADJACENT DUCT THAT IS SIZED. WHERE THEADJACENT DUCT SIZE IS NOT SHOWN, PROVIDE THE FOLLOWING SIZED DUCTS (OR EQUIVALENTRECTANGULAR). CFM DUCTS TO AIR OTHER INLETS/OUTLETS DUCT 0 - 100 6" Ø 6" Ø 101 - 150 8" Ø 8" Ø 151 - 250 10" Ø 8" Ø 251 - 400 12" Ø 10" Ø 401 - 500 14" Ø 12" Ø 501 - 700 16" Ø 12" Ø 701 - 900 18" Ø 14" Ø 901 - 1200 20" Ø 16" Ø 1201 - 1500 ---- 18" Ø 1501 - 2000 ---- 20" Ø 2001 - 2400 ---- 22" Ø >2401 SIZE BASED ON 0.08"/100' P.D.21. VERIFY LOCATIONS OF ITEMS INSTALLED IN CEILINGS WITH ARCHITECTURAL REFLECTED CEILING PLANSPRIOR TO BEGINNING WORK. NOTIFY ARCHITECT/ENGINEER OF DISCREPANCIES.22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE & SELECT FINAL LOCATIONS OF ALL AIRINLETS/OUTLETS. SHIFT AIR INLETS/ OUTLETS FROM LOCATIONS SHOWN AS REQ'D TO AVOID CONFLICTSW/ STRUCTURE, LIGHTS, & OTHER ITEMS. SUCH SHIFTS SHALL MAINTAIN SYMMETRY OF AIR TERMINALS &SHALL HAVE PRIOR APPROVAL OF ARCHITECT/ENGINEER.23. HEIGHTS GIVEN TO WALL INLETS & OUTLETS & WALL LOUVERS (& SIMILAR ITEMS) ARE TO BOTTOM OFOPENING. PRIOR TO ORDERING MATERIALS, CONTRACTOR SHALL VERIFY THE SUITABILITY OF ALL HEIGHTSBY PERFORMING FIELD REVIEWS.24. LOCATE MOTORIZED DAMPERS TO BE ACCESSIBLE.25. VERIFY ALL LOUVER LOCATIONS & SIZES WITH ARCHITECTURAL DRAWINGS. ARCHITECTURAL DRAWINGSGOVERN.26. PROVIDE BALANCING OF HVAC SYSTEM, HYDRONIC SYSTEM, & DOMESTIC HOT WATER RECIRCULATIONSYSTEM.27. ALL DUCTWORK SHALL BE RUN CONCEALED, UNO.28. PROVIDE DUCT ACCESS DOORS AT ALL MOTORIZED DAMPERS.29. PROVIDE FLEX CONNECTORS IN DUCT CONNECTIONS TO ALL EQUIPMENT.30. VERIFY MOUNTING HEIGHTS OF ALL EXPOSED DUCTWORK & WALL GRILLES/WALL CAPS W/ ARCHITECTPRIOR TO BEGINNING WORK.31. PROVIDE TRANSITIONS FROM DUCT SIZES INDICATED TO CONNECTION SIZES AT EQUIPMENT TO MATCHUNIT CONNECTIONS. WHERE THE CONNECTING DUCT IS LINED, THE TRANSITION SHALL BE LINED.32. SEE SECTION 23 31 00 FOR DUCT CONSTRUCTION PRESSURE CLASS.MECHANICAL LEGENDSYMBOLDESCRIPTIONABBREV.DESCRIPTIONMECHANICAL GENERAL NOTESCHECK VALVEDRAIN VALVE WITH HOSE CONNECTIONMECHANICAL DRAWING INDEXM0.01 MECHANICAL LEGEND & NOTESM0.02 MECHANICAL NOTESM0.03 MECHANICAL SCHEDULESM0.04 MECHANICAL SCHEDULESM2.01 FOUNDATION PLANM3.01 FLOOR PLAN - PLUMBINGM3.02 PLUMBING DETAILSM4.01 FLOOR PLAN - HVACM4.02 HVAC DETAILSM5.01 FIRE PROTECTION PLANM0.01MECHANICALLEGEND & NOTESRevisionsClosing DateSheet No.architects p 360 943 6774 f 360 352 7005 www.msgsarch.com 510 capitol way south olympia, washington 98501ALL RIGHTS RESERVED THESE DRAWINGS ARETHE PROPERTY OF MSGS ARCHITECTS ANDARE NOT TO BE USED OR REPRODUCED INANY MANNER, WITHOUT PRIOR WRITTENPERMISSION.MSGS Project No.Sheet Title5/14/2021PERMIT1002 & 1102 RHOTON RD SE YELM, WASHINGTON 9859721-112MODERN RESOURCES CABINET SHOP BUILDINGgeneral@hultzbhu.comPhone: (253) 383-32571111 Fawcett Ave Suite 100e n g i n e e r s i n c HULTZFax: (253) 383-3283Job Number:Tacoma, WA 98402BHU21-055PERMIT SETSIGNED05/14/2021 ENERGY CODE NOTESMECHANICAL CHECKLISTEQUIPMENT SIZING, PERFORMANCE, AND TYPE1. LOAD CALCULATIONS: LOAD CALCULATIONS HAVE BEEN PERFORMED IN ACCORDANCE WITHWSEC.2. EQUIPMENT AND SYSTEM SIZING: OUTPUT CAPACITIES OF HEATING AND COOLING EQUIPMENT ANDSYSTEMS ARE NO GREATER THAN THE SMALLEST AVAILABLE EQUIPMENT SIZE THAT EXCEEDS THECALCULATED LOADS.3. HVAC EQUIPMENT PERFORMANCE: EQUIPMENT SCHEDULES ARE INCLUDED WITH THESE PLANS.4. ELECTRIC MOTOR EFFICIENCY: ALL ELECTRIC MOTORS SHALL MEET THE MINIMUM EFFICIENCY OFMOTOR TABLES . FRACTION HP FAN MOTORS 1/12HP OR GREATER UP TO 1HP SHALL BE ECM TYPEOR SHALL HAVE A MINIMUM EFFICIENCY OF 70% OR GREATER.5. MOTOR NAMEPLATE HP: FOR EACH FAN, THE MOTOR SHALL BE NO LARGER THAN THE FIRSTAVAILABLE MOTOR SIZE GREATER THAN THE BHP.6. OUTDOOR AIR, EXHAUST & RELIEF DAMPERS: PROVIDE ALL OUTSIDE AIR, EXHAUST AIR, ANDRELIEF AIR OPENINGS WITH CLASS 1 (MAX LEAKAGE OF 4 CFM/SF AT 1.0” W.C.) MOTORIZEDDAMPERS.HVAC SYSTEM CONTROLS7. AUTOMATIC SETBACK AND SHUTDOWN: HVAC SYSTEMS SHALL BE EQUIPPED WITH AUTOMATICCONTROLS CAPABLE OF STARTING AND STOPPING THE SYSTEM FOR SEVEN DIFFERENT DAILYSCHEDULES, AND SHALL HAVE MANUAL OVERRIDE CONFIGURED TO OPERATE THE SYSTEM FOR 2HOURS.8. AUTOMATIC START: AUTOMATIC START CONTROLS SHALL BE PROVIDED FOR EACH HVAC SYSTEM,AND BE CAPABLE OF AUTOMATICALLY ADJUSTING DAILY START TIME IN ORDER TO BRING EACHSPACE TO THE DESIRED OCCUPIED TEMPERATURE IMMEDIATELY PRIOR TO SCHEDULEDOCCUPANCY.9. OUTDOOR AIR DAMPERS: OUTSIDE AIR INTAKE DAMPERS SHALL AUTOMATICALLY CLOSE WHENSYSTEM OR SPACES SERVED ARE NOT IN USE OR DURING WARM-UP AND SET BACK.10. VENTILATION: MECHANICAL VENTILATION AIR SYSTEMS SHALL BE CONFIGURED TO PROVIDE NOTMORE THAN 150%, BUT AT LEAST THE MINIMUM REQUIRED VOLUME OF OUTDOOR AIR TO EACHZONE PER IMC. SEE MECHANICAL EQUIPMENT SCHEDULES FOR MINIMUM OUTSIDE AIR VALUES.DUCTING SYSTEMS11. DUCT CONSTRUCTION: DUCTWORK SHALL BE CONSTRUCTED AND SEALED PER IMC.12. DUCT PRESSURE CLASS: ALL DUCTWORK SHOWN IS LOW PRESSURE DUCT, OPERATING AT STATICPRESSURE LESS THAN OR EQUAL TO 3 INCHES WATER GAUGE (W.G.).13. DUCT INSULATION: MINIMUM DUCT INSULATION PER WSEC IS AS FOLLOWS:SERVICEINSULATION LEVELOUTSIDE AIR DUCTS AND PLENUMSPROVIDE INSULATION EQUIVALENT TOENVELOPE REQUIREMENT FOR METALFRAMED WALLS (TABLE C402.1.3)OUTSIDE AIR DUCT SERVING INDIVIDUAL R-7SUPPLY UNIT WITH LESS THAN 2,800 CFMOF SUPPLY AIRSUPPLY & RETURN DUCTSR-6IN UNCONDITIONED SPACESSUPPLY DUCTS WITHIN CONDITIONEDR-3.3SPACE WHERESUPPLY AIR IS < 55 DEG F.OR > 105 DEG F.EXPOSED DUCTWORK WITHINNO INSULATION REQUIREDA ZONE THAT SERVES THAT ZONECOMMISSIONING14. SCOPE OF MECHANICAL SYSTEMS COMMISSIONING: ALL MECHANICAL SYSTEMS, EQUIPMENT ANDCONTROLS ARE REQUIRED TO BE COMMISSIONED. FOR BUILDINGS WITH COOLING CAPACITY > 240MBH OR HEATING OUTPUT > 300 MBH ALL SYSTEMS ARE TO BE COMMISSIONED REGARDLESS OFINDIVIDUAL CAPACITY.15. COMMISSIONING REQUIREMENTS IN CONSTRUCTION DOCUMENTS: COMMISSIONING PLAN SHALLBE DEVELOPED BY A COMMISSIONING PROFESSIONAL AND CONSIST OF A NARRATIVEDESCRIPTION OF ACTIVITIES, ROLES & RESPONSIBILITIES OF THE COMMISSIONING TEAM,SCHEDULE OF ACTIVITIES INCLUDING TAB, FUNCTIONAL PERFORMANCE TESTING ANDVERIFICATION OF PROJECT CLOSE OUT DOCUMENTATION , AND SUBMIT COMPLIANCE CHECKLISTTO THE BUILDING OFFICIAL UPON SUBSTANTIAL COMPLETION. A PRELIMINARY COMMISSIONINGREPORT AND/OR COMMISSIONING COMPLIANCE CHECKLIST SHALL BE AVAILABLE FOR AHJ REVIEWPRIOR TO THE FINAL MECHANICAL INSPECTION.16. BALANCING: HVAC AIR SYSTEMS SHALL BE BALANCED IN ACCORDANCE WITH THE SPECIFICATIONSAND THESE WSEC NOTES. SEE SPECIFICATIONS FOR FLOW RATE TOLERANCES.17. AIR SYSTEM BALANCING DEVICES: PROVIDE ALL SUPPLY AIR OUTLETS AND TERMINAL DEVICESWITH MEANS OF BALANCING AIRFLOW. BALANCE TO FIRST MINIMIZE THROTTLING LOSSES, THENADJUST TO MEET DESIGN AIR FLOWS.18. FUNCTIONAL PERFORMANCE TESTING CRITERIA: FUNCTIONAL PERFORMANCE TESTING SHALL BEPERFORMED IN ACCORDANCE WITH WSEC.PROJECT CLOSE OUT DOCUMENTATION19. DOCUMENTATION SUBMITTAL REQUIREMENTS: SUBMIT ALL CLOSEOUT DOCUMENTATIONINCLUDING AS-BUILTS AND O&M'S TO OWNER WITHIN 180 DAYS OF RECEIPT OF CERTIFICATE OFOCCUPANCY.20. THESE "ENERGY CODE NOTES" ARE LISTED TO SATISFY THE BUILDING DEPARTMENT'SREQUIREMENT THAT CERTAIN INFORMATION BE PLACED ON THE PLANS, BUT DO NOT DIMINISH THEFULL PROJECT REQUIREMENTS. PROVIDE ITEMS IN EXCESS OF CODE WHERE NOTED ONDRAWINGS AND IN SPECIFICATIONS. FOR OTHER ADDED REQUIREMENTS, SEE SPECIFICATIONS,INCLUDING BUT NOT LIMITED TO THE FOLLOWING:SERVICE WATER HEATING CHECKLISTEQUIPMENT SIZING, PERFORMANCE, AND TYPE21. SWH (SERVICE WATER HEATING) EQUIPMENT TYPE & EFFICIENCY: EQUIPMENT SCHEDULES AREINCLUDED WITH THESE PLANS.PIPING SYSTEMS22. INSULATION OF PIPING: PROVIDE INSULATION FROM WATER HEATER TO FINAL FIXTURE, AND ONPIPING THAT IS HEAT TRACED. MINIMUM PIPE INSULATION PER WSEC IS AS FOLLOWS: INSULATION THICKNESSFLUID OPERATING(NOMINAL PIPE SIZE)TEMPERATURE<11 TO <1-1/21-1/2 TO < 44 TO < 8OVER 8105-1401.0 1.0 1.51.5 1.540-600.5 0.5 1.01.0 1.0<400.5 1.0 1.01.0 1.523. EFFICIENT SWH SUPPLY PIPING: ALL PIPING CONNECTING TO SERVICE HOT WATER SOURCE, SHALLCOMPLY WITH MAXIMUM ALLOWABLE PIPE LENGTH METHOD. MAXIMUM ALLOWABLE LENGTHS AREAS FOLLOWS:NOMINALMAXIMUM LENGTH (FEET)PIPE SIZEAT PUBLIC AT OTHER(INCH)LAVATORYFIXTURES1/22433/412110.5131-1/40.581-1/20.562 OR LARGER0.5424. HEATED WATER CIRCULATING SYSTEM: CIRCULATING HOT WATER PUMPS SHALL TURN OFFAUTOMATICALLY WHEN THERE IS NO DEMAND OR DESIRED WATER TEMPERATURE IN RETURNLOOP HAS BEEN MET. CIRCULATING HOT WATER PUMPS SHALL BE EQUIPPED WITH CONTROLS TOTURN OFF DURING PERIODS OF NON-USE.PROJECT CLOSE OUT DOCUMENTATION25. DOCUMENTATION SUBMITTAL REQUIREMENTS: SUBMIT ALL CLOSEOUT DOCUMENTATIONINCLUDING AS-BUILTS AND O&M'S TO OWNER WITHIN 180 DAYS OF RECEIPT OF CERTIFICATE OFOCCUPANCY.26. THESE "ENERGY CODE NOTES" ARE LISTED TO SATISFY THE BUILDING DEPARTMENT'SREQUIREMENT THAT CERTAIN INFORMATION BE PLACED ON THE PLANS, BUT DO NOT DIMINISH THEFULL PROJECT REQUIREMENTS. PROVIDE ITEMS IN EXCESS OF CODE WHERE NOTED ONDRAWINGS AND IN SPECIFICATIONS. FOR OTHER ADDED REQUIREMENTS, SEE SPECIFICATIONS,INCLUDING BUT NOT LIMITED TO THE FOLLOWING: ITEM SECTION#AS-BUILT DOCUMENTS20 05 00O&M MANUALS20 05 00PIPING & DUCT INSULATION20 07 00DUCTWORK SEALING & TESTING23 31 00M0.02MECHANICALNOTESRevisionsClosing DateSheet No.architects p 360 943 6774 f 360 352 7005 www.msgsarch.com 510 capitol way south olympia, washington 98501ALL RIGHTS RESERVED THESE DRAWINGS ARETHE PROPERTY OF MSGS ARCHITECTS ANDARE NOT TO BE USED OR REPRODUCED INANY MANNER, WITHOUT PRIOR WRITTENPERMISSION.MSGS Project No.Sheet Title5/14/2021PERMIT1002 & 1102 RHOTON RD SE YELM, WASHINGTON 9859721-112MODERN RESOURCES CABINET SHOP BUILDINGgeneral@hultzbhu.comPhone: (253) 383-32571111 Fawcett Ave Suite 100e n g i n e e r s i n c HULTZFax: (253) 383-3283Job Number:Tacoma, WA 98402BHU21-055PERMIT SETSIGNED05/14/2021 = SPEED CONTROL = DISCONNECTACCESSORIES:12GAS HEATER SCHEDULESYMBOLITEMDESCRIPTIONBASIS OF DESIGNMANUFACTURERAND SERIES NO.AREA SERVEDEQUIPMENT CAPACITYELECTRICALCONTROLREMARKSPOWER VOLTS / PHUH-101AGAS-FIREDUNIT HEATERREZNOR UBZ SERIES WORKSHOP 10145 MBH INPUT;36.9 MBH OUTPUT3.7 AMPS 115/1W/ SEPARATED COMBUSTION,CONCENTRIC ADAPTER BOXUH-101BGAS-FIREDUNIT HEATERREZNOR UBZ SERIES WORKSHOP 10145 MBH INPUT;36.9 MBH OUTPUT3.7 AMPS 115/1W/ SEPARATED COMBUSTION,CONCENTRIC ADAPTER BOXUH-101CGAS-FIREDUNIT HEATERREZNOR UBZ SERIES WORKSHOP 10145 MBH INPUT;36.9 MBH OUTPUT3.7 AMPS 115/1W/ SEPARATED COMBUSTION,CONCENTRIC ADAPTER BOXUH-101DGAS-FIREDUNIT HEATERREZNOR UBZ SERIES WORKSHOP 10245 MBH INPUT;36.9 MBH OUTPUT3.7 AMPS 115/1W/ SEPARATED COMBUSTION,CONCENTRIC ADAPTER BOXUH-102AGAS-FIREDUNIT HEATERREZNOR UBZ SERIES WORKSHOP 10260 MBH INPUT;49.2 MBH OUTPUT7.1 AMPS 115/1W/ SEPARATED COMBUSTION,CONCENTRIC ADAPTER BOXUH-102BGAS-FIREDUNIT HEATERREZNOR UBZ SERIES WORKSHOP 10260 MBH INPUT;49.2 MBH OUTPUT7.1 AMPS 115/1W/ SEPARATED COMBUSTION,CONCENTRIC ADAPTER BOXUH-102CGAS-FIREDUNIT HEATERREZNOR UBZ SERIES WORKSHOP 10260 MBH INPUT;49.2 MBH OUTPUT7.1 AMPS 115/1W/ SEPARATED COMBUSTION,CONCENTRIC ADAPTER BOXUH-102DGAS-FIREDUNIT HEATERREZNOR UBZ SERIES WORKSHOP 10260 MBH INPUT;49.2 MBH OUTPUT7.1 AMPS 115/1W/ SEPARATED COMBUSTION,CONCENTRIC ADAPTER BOXUH-103AGAS-FIREDUNIT HEATERREZNOR UBZ SERIES WORKSHOP 10330 MBH INPUT;24.6 MBH OUTPUT3.7 AMPS 115/1W/ SEPARATED COMBUSTION,CONCENTRIC ADAPTER BOXUH-103BGAS-FIREDUNIT HEATERREZNOR UBZ SERIES WORKSHOP 10330 MBH INPUT;24.6 MBH OUTPUT3.7 AMPS 115/1W/ SEPARATED COMBUSTION,CONCENTRIC ADAPTER BOXT1T21MAX WEIGHT = 125 LBS2SHALL COMPLY WITH ANSI Z83.20 AND CSA Z-34.WATER HEATER SCHEDULESYMBOLBASIS OF DESIGNMANUFACTURER ANDSERIES NO.TYPE AREA SERVEDINPUTRATINGSTORAGE(GAL)DOMESTIC HWELECTRICALREMARKSGPH EWT LWT FLA VOLTS/PHWH-1 A.O. SMITH DSE ELECTRIC TANKRESTROOM106/107,BREAK RM 1043 KW50 15 40 120 8.3208/3WH-2 CHRONOMITE CMTINSTANTANEOUSMINI-TANKRESTROOM 1111440 W 2.5-40 11012 115/1 MOUNT UNDER LAVATORYPLUMBING FIXTURE SCHEDULESYMBOLDESCRIPTIONW V CW HWREMARKSP-1AWATER CLOSET4" 2" 1/2" -FLOOR MOUNT - ADAACCESSIBLE - TANK TYPEP-3ALAVATORY1-1/2" 1-1/2" 1/2" 1/2"WALL MOUNT,ADA ACCESSIBLEP-5ASINK2" 1-1/2" 1/2" 1/2"STAINLESS STEEL -SINGLE BOWLP-8ADRINKING FOUNTAIN W/BOTTLE FILLER2" 1-1/2" 1/2" -DUAL UNIT, ADA ACCESSIBLE,115V / 1PHP-10AWALL HYDRANT- - 3/4" -WALL MOUNT, NON-FREEZEP-11AFLOOR DRAIN2" 2" - -W/ TRAP PRIMERP-11BFUNNEL FLOOR DRAIN 3"2"- -W/ TRAP PRIMERP-11CFLOOR RECEPTOR 4" 2" - -W/ TRAP PRIMERPLUMBING STOPS: QUARTER TURN BALL VALVE; BRASSCRAFT.P-TRAPS: 17 GAUGE SEAMLESS CHROME PLATED BRASS, WITH MINIMUM 2-INCH SEAL; SIZE PER UPC.RISERS: FLEXIBLE BRAIDED STEEL TYPE; RATED FOR 125 PSIG.PROVIDE ALL ACCESSORIES REQUIRED FOR ADA FIXTURES TO BE CODE COMPLIANT.PUMP SCHEDULESYMBOLBASIS OF DESIGNMANUFACTURER ANDSERIES NO.TYPESERVICEGPMHEAD FT.H20ELECTRICALREMARKSMIN. HP VOLTS/PHCP-1BELL & GOSSETT NBFDOMESTICCIRCULATORDOMESTICHW3101/4115/1LEAD FREE CONSTRUCTIONFAN SCHEDULESYMBOLBASIS OF DESIGNMANUFACTURER ANDSERIES NO.TYPEAREA SERVED CFM ESP RPMELECTRICALDRIVE CONTROLMAXWEIGHTLBSREMARKSPOWER VOLTS / PHDOAS-1LIFEBREATHMETRO 120ERVDOAS ERVOFFICE M-10OFFICE M-1175 0.5"-60WATTS115/1 DIRECT50ENERGY RECOVERYVENTILATOR - 83% EFFDOAS-2LIFEBREATHMETRO 120ERVDOAS ERVOFFICE 11145 0.5"-60WATTS115/1 DIRECT50ENERGY RECOVERYVENTILATOR - 83% EFFEF-101GREENHECK SQ-140INLINEWORKSHOP 1012650 0.375" 15503/4 HP 115/1 DIRECTTIMECLOCK150W/ EC MOTOREF-102GREENHECK BSQ-180INLINE WORKSHOP 1025875 0.375" 1550 3 HP115/1 BELTTIMECLOCK300W/ EC MOTOREF-103GREENHECK SQ-120INLINE WORKSHOP 103 875 0.375" 1550 1/2 HP 115/1 DIRECTTIMECLOCK100W/ EC MOTOREF-104 GREENHECK CSPCEILING BREAK RM 104 200 0.375" 1550 1/4 HP 115/1 DIRECTTIMECLOCK50W/ EC MOTOREF-106 GREENHECK CSPCEILING RESTROOM 106 100 0.375" 1550 1/4 HP 115/1 DIRECTTIMECLOCK50W/ EC MOTOREF-107 GREENHECK CSPCEILING RESTROOM 107 100 0.375" 1550 1/4 HP 115/1 DIRECTTIMECLOCK50W/ EC MOTOREF-110 GREENHECK CSPCEILING RESTROOM 110 90 0.375" 1550 1/4 HP 115/1 DIRECTTIMECLOCK50W/ EC MOTORHVLS-1BIG ASS FANSBASIC 6HIGH VELOCITYLOW SPEEDWORKSHOP 101 110 - - 1-1/2 HP 208/3 DIRECT SWITCH 25014' DIAMETERHVLS-2BIG ASS FANSBASIC 6HIGH VELOCITYLOW SPEEDWORKSHOP 102 135 - - 1-1/2 HP 208/3 DIRECT SWITCH 25012' DIAMETERHVLS-3BIG ASS FANSBASIC 6HIGH VELOCITYLOW SPEEDWORKSHOP 102 135 - - 1-1/2 HP 208/3 DIRECT SWITCH 25012' DIAMETERELECTRIC HEATER SCHEDULESYMBOLBASIS OF DESIGNMANUFACTURER ANDSERIES NO.TYPEAREA / UNIT SERVEDELECTRICALREMARKSWATTS VOLTS/PHEWH-106 MARKEL 3400 SERIES WALL HEATERRESTROOM 106500115/1W/ INTREGRAL THERMOSTATEWH-107 MARKEL 3400 SERIES WALL HEATERRESTROOM 107500115/1W/ INTREGRAL THERMOSTATEWH-108 MARKEL 3400 SERIES WALL HEATERMECH/ELEC 108500115/1W/ INTREGRAL THERMOSTATEWH-110 MARKEL 3400 SERIES WALL HEATERRESTROOM 110500115/1W/ INTREGRAL THERMOSTATT2121TTTTTTT21212121212121TT12121212121212M0.03MECHANICALSCHEDULESRevisionsClosing DateSheet No.architects p 360 943 6774 f 360 352 7005 www.msgsarch.com 510 capitol way south olympia, washington 98501ALL RIGHTS RESERVED THESE DRAWINGS ARETHE PROPERTY OF MSGS ARCHITECTS ANDARE NOT TO BE USED OR REPRODUCED INANY MANNER, WITHOUT PRIOR WRITTENPERMISSION.MSGS Project No.Sheet Title5/14/2021PERMIT1002 & 1102 RHOTON RD SE YELM, WASHINGTON 9859721-112MODERN RESOURCES CABINET SHOP BUILDINGgeneral@hultzbhu.comPhone: (253) 383-32571111 Fawcett Ave Suite 100e n g i n e e r s i n c HULTZFax: (253) 383-3283Job Number:Tacoma, WA 98402BHU21-055PERMIT SETSIGNED05/14/2021 OUTDOOR HEAT PUMP SCHEDULESYMBOLBASIS OF DESIGNMANUFACTURERAND SERIES NO.AREA SERVEDCOOLING CAP. *HEATING CAP.**OUTDOORFANCOMPRESSORMAX.WEIGHTLBSREFRIGERANTPIPE SIZINGUNIT ELECTRICALREMARKSTOTALMBHEFF.(SEER)EFF.(EER)MBHHI TEMP EFF(COP)QTYQTYRG RL MCA MOP VOLTS/PHHP-1 MITSUBISHI PUMY-P36OFFICE M-10/M-11,BREAK RM 10436 22.3 15.0 42 4.011300 5/8"3/8"36 44 208/1HP-2 MITSUBISHI MUZ-GL09OFFICE 1119 24.6 15.4 10.9 4.4411100 3/8" 1/4" 9 15 208/1VRF INDOOR HEAT PUMP SCHEDULESYMBOLBASIS OF DESIGNMANUFACTURERAND SERIES NO.TYPEAREA SERVED SERVED BYCAPACITY (MBH)MAXCFMREFRIGERANTPIPE SIZINGFILTERS UNIT ELECTRICALMAXWEIGHTREMARKSCOOLING HEATINGRG RL TYPE MCA VOLT/PHHP-10MITSUBISHIPKFY-P12WALL MOUNTEDOFFICE M-10HP-11213.5300 1/2" 1/4"MFRSTD0.24 208/1 50W/ MA CONTROLLER, CONDENSATE PUMPHP-11MITSUBISHIPKFY-P12WALL MOUNTEDOFFICE M-11HP-11213.5300 1/2" 1/4"MFRSTD0.24 208/1 50W/ MA CONTROLLER, CONDENSATE PUMPHP-104MITSUBISHIPKFY-P04WALL MOUNTEDBREAK RM 104HP-144.5150 1/2" 1/4"MFRSTD0.24208/150W/ MA CONTROLLER, CONDENSATE PUMPHP-111MITSUBISHIMSZ-GL09WALL MOUNTEDOFFICE 111HP-2910.9400 3/8" 1/4"MFRSTD1.0208/150W/ ME CONTROLLER, CONDENSATE PUMPM0.04MECHANICALSCHEDULESRevisionsClosing DateSheet No.architects p 360 943 6774 f 360 352 7005 www.msgsarch.com 510 capitol way south olympia, washington 98501ALL RIGHTS RESERVED THESE DRAWINGS ARETHE PROPERTY OF MSGS ARCHITECTS ANDARE NOT TO BE USED OR REPRODUCED INANY MANNER, WITHOUT PRIOR WRITTENPERMISSION.MSGS Project No.Sheet Title5/14/2021PERMIT1002 & 1102 RHOTON RD SE YELM, WASHINGTON 9859721-112MODERN RESOURCES CABINET SHOP BUILDINGgeneral@hultzbhu.comPhone: (253) 383-32571111 Fawcett Ave Suite 100e n g i n e e r s i n c HULTZFax: (253) 383-3283Job Number:Tacoma, WA 98402BHU21-055PERMIT SETSIGNED05/14/2021 GFECBA12345678910111234567891011B.1E.1GFAB.1E.1EDCBD14"W, I.E. = -3.65'24"W @ 1/8"PER LF SLOPE25FIRE, SEESHEET M5.0152"CW52"V UP2"V UP4"W4"WFCO (TYP)SCO (TYP)8M3.022M3.024"W @ 1/8"PER LF SLOPEM2.01FOUNDATIONPLANRevisionsClosing DateSheet No.architects p 360 943 6774 f 360 352 7005 www.msgsarch.com 510 capitol way south olympia, washington 98501ALL RIGHTS RESERVED THESE DRAWINGS ARETHE PROPERTY OF MSGS ARCHITECTS ANDARE NOT TO BE USED OR REPRODUCED INANY MANNER, WITHOUT PRIOR WRITTENPERMISSION.MSGS Project No.Sheet Title5/14/2021PERMIT1002 & 1102 RHOTON RD SE YELM, WASHINGTON 9859721-112MODERN RESOURCES CABINET SHOP BUILDINGgeneral@hultzbhu.comPhone: (253) 383-32571111 Fawcett Ave Suite 100e n g i n e e r s i n c HULTZFax: (253) 383-3283Job Number:Tacoma, WA 98402BHU21-055PERMIT SETSIGNED05/14/2021SCALE: 1/8" = 1'-0"4' 8'016'M2.011FOUNDATION PLANSCALE: 1/8" = 1'-0"1. SEE MECHANICAL GENERAL NOTES ON SHEET M0.01.2. FOR PIPING SIZES TO INDIVIDUAL PLUMBING FIXTURES SEE"PLUMBING FIXTURE SCHEDULE", SHEET M0.03 .3. PROVIDE WALL CLEANOUT BENEATH FIXTURES FOR ALL SINKSAND LAVATORIES.4. ALL ISOLATION VALVES SHALL BE ACCESSIBLE. PLUMBINGCONTRACTOR SHALL COORDINATE WITH OTHER TRADES TOINSURE VALVES ARE ACCESSIBLE.5. OFFSET VTR'S AND PIPING AS REQUIRED TO AVOID DUCTWORKAND OTHER OBSTRUCTIONS. VTR'S SHALL BE A MINIMUM OF 15FEET FROM ANY OUTSIDE AIR OPENING.6. SEE FOUNDATION PLAN FOR TRAP PRIMER PIPING TO FLOORDRAINS. PROVIDE ACCESS DOOR AND TRAP PRIMER VALVE PERDETAIL ON SHEET M3.02.7. NOT ALL KEYED NOTES USED ON EACH SHEET.GENERAL NOTES:KEYED NOTES:11/2" CW DOWN TO TRAP PRIMER VALVE.1/2" CW TRAP PRIMER LINE TO FLOOR DRAIN/FLOORRECEPTOR.PROVIDE 1/2"HW (W/ STOP VALVE) & DRAIN LINE (W/ AIRGAP FITTING) FROM ADJACENT FIXTURE TO SERVEDISHWASHER.1/2"CW TO REFRIGERATOR WALL BOX, PROVIDE 1/4"CWTO REFRIGERATOR.CONNECT TO SITE PIPING. VERIFY LOCATION ANDCOORDINATE WITH SITE CONTRACTOR.PROVIDE 1/2" CW AND 1/2" HW, CAPPED FOR FUTURECONNECTION TO SHOWER VALVE.CONTRACTOR TO VERIFY LOCATION OF GAS METERPRIOR TO BEGINNING WORK. PROVIDE ISOLATIONVALVE AND SEISMIC ISOLATION VALVE AT CONN TOMETER.234567 GFECBA12345678910111234567891011B.1E.1GFAB.1E.1EDCBDBREAK RM104MECH/ELEC108RR106RR107OFFICE111RR110COMPRESSORROOM109WORKSHOP102WORKSHOP101WORKSHOP103LOADING DOCK105P-1AWATER HEADERP-11AP-3A, WH-2P-11CP-11A (TYP)P-3A (TYP)P-1A (TYP)WH-1, CP-1FIRE SPRINKLERRISERP-5A1134P-10A6P-8AP-11B1"CW1/2"HWC4"VTR1"HW3/4"C, ROUTETO P-11B (TYP)1"CW3M5.017M3.025M3.02UNIT HEATER(TYP)2M4.02GG GAS METER(6"W.C.)72-1/2"G DN, ROUTETO METERG1"G1"G2"G1"G1"G1-1/2"GGG1"G1"GGG 3/4"G1-1/4"G1"GG1-1/4"G3/4"GG1"G6M3.02GGGG3/4"C1"CWP-10AROUTE CONDENSATETO P-TRAP OFLAVATORY123GFE.1OFFICEM-10OFFICEM-114"VTR3/4"C DN3/4"C (TYP)M3.01FLOOR PLAN -PLUMBINGRevisionsClosing DateSheet No.architects p 360 943 6774 f 360 352 7005 www.msgsarch.com 510 capitol way south olympia, washington 98501ALL RIGHTS RESERVED THESE DRAWINGS ARETHE PROPERTY OF MSGS ARCHITECTS ANDARE NOT TO BE USED OR REPRODUCED INANY MANNER, WITHOUT PRIOR WRITTENPERMISSION.MSGS Project No.Sheet Title5/14/2021PERMIT1002 & 1102 RHOTON RD SE YELM, WASHINGTON 9859721-112MODERN RESOURCES CABINET SHOP BUILDINGgeneral@hultzbhu.comPhone: (253) 383-32571111 Fawcett Ave Suite 100e n g i n e e r s i n c HULTZFax: (253) 383-3283Job Number:Tacoma, WA 98402BHU21-055PERMIT SETSIGNED05/14/2021SCALE: 1/8" = 1'-0"4' 8'016'M3.011FLOOR PLAN - PLUMBINGSCALE: 1/8" = 1'-0"SCALE: 1/8" = 1'-0"4' 8'016'M3.012FLOOR PLAN - MEZZANINE LEVELSCALE: 1/8" = 1'-0"1. SEE MECHANICAL GENERAL NOTES ON SHEET M0.01.2. FOR PIPING SIZES TO INDIVIDUAL PLUMBING FIXTURES SEE"PLUMBING FIXTURE SCHEDULE", SHEET M0.03 .3. PROVIDE WALL CLEANOUT BENEATH FIXTURES FOR ALL SINKSAND LAVATORIES.4. ALL ISOLATION VALVES SHALL BE ACCESSIBLE. PLUMBINGCONTRACTOR SHALL COORDINATE WITH OTHER TRADES TOINSURE VALVES ARE ACCESSIBLE.5. OFFSET VTR'S AND PIPING AS REQUIRED TO AVOID DUCTWORKAND OTHER OBSTRUCTIONS. VTR'S SHALL BE A MINIMUM OF 15FEET FROM ANY OUTSIDE AIR OPENING.6. SEE FOUNDATION PLAN FOR TRAP PRIMER PIPING TO FLOORDRAINS. PROVIDE ACCESS DOOR AND TRAP PRIMER VALVE PERDETAIL ON SHEET M3.02.7. NOT ALL KEYED NOTES USED ON EACH SHEET.GENERAL NOTES:KEYED NOTES:11/2" CW DOWN TO TRAP PRIMER VALVE.1/2" CW TRAP PRIMER LINE TO FLOOR DRAIN/FLOORRECEPTOR.PROVIDE 1/2"HW (W/ STOP VALVE) & DRAIN LINE (W/ AIRGAP FITTING) FROM ADJACENT FIXTURE TO SERVEDISHWASHER.1/2"CW TO REFRIGERATOR WALL BOX, PROVIDE 1/4"CWTO REFRIGERATOR.CONNECT TO SITE PIPING. VERIFY LOCATION ANDCOORDINATE WITH SITE CONTRACTOR.PROVIDE 1/2" CW AND 1/2" HW, CAPPED FOR FUTURECONNECTION TO SHOWER VALVE.CONTRACTOR TO VERIFY LOCATION OF GAS METERPRIOR TO BEGINNING WORK. PROVIDE ISOLATIONVALVE AND SEISMIC ISOLATION VALVE AT CONN TOMETER.234567 FLOOR DRAIN DETAIL NTSWASTE PIPE TOP-TRAP, SEEPLAN FOR SIZEFLOORDRAINFINISH FLOOR(CONSTRUCTION VARIES)TRAP PRIMERLINEFLOORS WITH EMBEDWATERPROOF MEMBRANESMEMBRANE BELOWFLASHING COLLAR1M3.02TRAP PRIMER DETAIL NTS1/2" (TYP.)ACCESS DOORTRAP PRIMER VALVEFINISHED FLOORTO FLOOR DRAINTRAP (TYP)PRIMER MANIFOLD(S) (WHERESERVING MORE THAN ONEFLOOR DRAIN)CW LINE3M3.02NTSWALL CLEANOUT-IN WALL ACCESS COVER,SEE SPECIFICATIONSCLEANOUT TEE W/ PLUG,SEE SPECIFICATIONSNO HUB COUPLING,SEE SPECIFICATIONS(TYP)FINISH WALL, CONSTRUCTIONMATERIALS VARY4M3.02SURFACE CLEANOUT DETAIL NTS2M3.02FINISH GRADECLEANOUT ACCESSHOUSING, INDEPENDENTOF CLEANOUTWASTE PIPE, SEEPLAN FOR SIZECLEANOUT BODYWITH PLUG24"x24"x6" CONCRETEPAD (WHERE NOT SET INCONCRETE AREA)INSTANTANEOUS WATER HEATER NTSHW TO FIXTUREINSTANTANEOUS ELECTRICWATER HEATER, MOUNTAS HIGH BELOW FIXTUREAS POSSIBLECW ANGLE STOP VALVECW TO WH, W/ INLINESTOP VALVEFIXTURE AS NOTED ONDRAWINGS. TYPE VARIES.6M3.02WATER HEATER DETAIL NTSWH-1SEISMIC STRAP (TYP)CIRCULATING PUMPDIAPHRAGM EXPANSIONTANK, PRE-CHARGE TOBLDG STATIC PRESSURE,PROVIDE W/ SUPPORTSHW, SEE PLANFOR SIZERELIEF VALVE, PIPEDISCHARGE FULL SIZETO FLOOR DRAIN5M3.02CW, SEE PLANFOR SIZEHWC, SEE PLANFOR SIZETHERMAL WELL W/AQUASTAT FORPUMP CONTROL6" HIGH DRAIN PAN, MIN 20GA. GALV. STEELCONSTRUCTION3/4" DRAIN, PIPE SAMEAS SHOWN FOR RELIEFVALVE (SEE PLAN), KEEPSEPARATE FROM RELIEFVALVE PIPER-10 RIGIDINSULATIONFINISHED FLOORWATER HEADER DETAIL NTS2" CW MAIN2" WATER MAIN2" HEADERMAIN SHUT-OFF1" CW TO WH-1SLEEVE & SEALPRESS. GAUGECONCRETE SLAB1"7M3.02HOSE BIBB DRAIN W/VACUUM BREAKER1"CW TOWORKSHOP 103NOTE: PROVIDE SUPPORT OF HEADER TO WALL OR TO FLOOR. DO NOT ALLOW VERTICAL WATER MAIN TO SUPPORT HEADER.1"CW TOWORKSHOP 1011"CW, CAPPEDFOR FUTURE USEFLOOR CLEANOUT DETAIL NTSMIN 18" TO ANYOBSTRUCTION (TYP)CLEANOUT COVERFINISH FLOOR(CONSTRUCTION VARIES)WASTE PIPE, SEEPLAN FOR SIZECLEANOUT BODYWITH PLUGFLASHING CLAMP,AT FLOORS WITHWATERPROOFMEMBRANE8M3.0248" TO 60"AFF (TYP)M3.02PLUMBINGDETAILSRevisionsClosing DateSheet No.architects p 360 943 6774 f 360 352 7005 www.msgsarch.com 510 capitol way south olympia, washington 98501ALL RIGHTS RESERVED THESE DRAWINGS ARETHE PROPERTY OF MSGS ARCHITECTS ANDARE NOT TO BE USED OR REPRODUCED INANY MANNER, WITHOUT PRIOR WRITTENPERMISSION.MSGS Project No.Sheet Title5/14/2021PERMIT1002 & 1102 RHOTON RD SE YELM, WASHINGTON 9859721-112MODERN RESOURCES CABINET SHOP BUILDINGgeneral@hultzbhu.comPhone: (253) 383-32571111 Fawcett Ave Suite 100e n g i n e e r s i n c HULTZFax: (253) 383-3283Job Number:Tacoma, WA 98402BHU21-055PERMIT SETSIGNED05/14/2021 GFECBA12345678910111234567891011B.1E.1GFAB.1E.1EDCBDBREAK RM104MECH/ELEC108RR106RR107OFFICE111RR110COMPRESSORROOM109WORKSHOP102WORKSHOP101WORKSHOP103LOADING DOCK105EWH-110EF-110HP-111CONCRETEPADHP-2RG/RL PIPING, SEEEQUIP SCHEDULEFOR SIZETMS.O.2OA INTAKELOUVER, MIN 4SF GROSS AREA1M20x20 S.O.2EXHAUSTLOUVER, MIN 4SF GROSS AREA114/14EF-103EWH-107EWH-106WALL CAP(TYP)EF-104EF-106EF-107HP-104T6"Ø(TYP)EWH-108M24x24 S.O.2EXHAUSTLOUVER, MIN 12SF GROSS AREA120/20EF-101MS.O.2OA INTAKELOUVER, MIN 24SF GROSS AREA1EXHAUSTLOUVER, MIN 24SF GROSS AREA1EF-102M226/2632x32 S.O.MS.O.2OA INTAKELOUVER, MIN 24SF GROSS AREA1STTTO RH-103BTTORH-103ACONCRETEPADHP-1RG/RL UP (TYP)RG/RL PIPING, SEEEQUIP SCHEDULEFOR SIZEHVLS-3HVLS-2HVLS-1UH-101AUH-101BUH-101CUH-101DUH-102AUH-102BUH-102DUH-102DUH-103AUH-103B4" VENT, 4" COMBUSTIONAIR TO CONCENTRICVENT (TYP)DOAS-2TSTO HVLS-1SSTOHVLS-2TOHVLS-36x6CD-4454"Ø (TYP)6x6CRG45MMM1M4.02MMOFFICEM-10OFFICEM-1112GFHP-10HP-11TRG/RL DN, ROUTETO OUTDOOR UNITTDOAS-16"Ø6x6CRG406x6CD-4404"Ø (TYP)6x6CRG356x6CD-4356"Ø (TYP)MMM4.01FLOOR PLAN -HVACRevisionsClosing DateSheet No.architects p 360 943 6774 f 360 352 7005 www.msgsarch.com 510 capitol way south olympia, washington 98501ALL RIGHTS RESERVED THESE DRAWINGS ARETHE PROPERTY OF MSGS ARCHITECTS ANDARE NOT TO BE USED OR REPRODUCED INANY MANNER, WITHOUT PRIOR WRITTENPERMISSION.MSGS Project No.Sheet Title5/14/2021PERMIT1002 & 1102 RHOTON RD SE YELM, WASHINGTON 9859721-112MODERN RESOURCES CABINET SHOP BUILDINGgeneral@hultzbhu.comPhone: (253) 383-32571111 Fawcett Ave Suite 100e n g i n e e r s i n c HULTZFax: (253) 383-3283Job Number:Tacoma, WA 98402BHU21-055PERMIT SETSIGNED05/14/2021SCALE: 1/8" = 1'-0"4' 8'016'M4.011FLOOR PLAN - HVACSCALE: 1/8" = 1'-0"SCALE: 1/8" = 1'-0"4' 8'016'M4.012FLOOR PLAN - MEZZANINE LEVELSCALE: 1/8" = 1'-0"1. SEE MECHANICAL NOTES, SHEET M0.01.2. LOCATE MOTORIZED DAMPERS, ACTUATORS, & BDD'S TO BEACCESSIBLE, PROVIDE DUCT ACCESS DOORS AT MOTORIZEDDAMPERS, & BDD'S TO ALLOW ACCESS TO DAMPERS.3. VERIFY HEIGHTS OF ALL WALL INLETS/OUTLETS WITHARCHITECT PRIOR TO WALL CONSTRUCTION. CONTRACTORSHALL SUBMIT (AS A SUBMITTAL) PROPOSED HEIGHT THATSUITS CONSTRUCTION & PROVIDES PROPER LOCATION OF AIROUTLETS/INLETS FOR AIR DISTRIBUTION.4. SEE SHEET M4.02 FOR MECHANICAL DETAILS.GENERAL NOTES:KEYED NOTES:1SEE ARCHITECTURAL PLANS FOR LOUVER DIMENSIONS.INTERLOCK MOTORIZED DAMPER WITH EXHAUST FANTO BE OPEN WHEN FAN IS ON.MOUNT BOTTOM OF UNIT HEATERS 14'-0" AFF.MOUNT HVLS FANS 14'-0" AFF, TO BE SAME ELEVATIONAS LIGHTING. COORDINATE FINAL HEIGHT ANDLOCATION WITH OTHER TRADES PRIOR TO BEGINNINGWORK.234 EQUIPMENT GAS CONN NTSG2M4.02SIZE PER PLANSIZE TO MATCH UNITCONN (UNO)MECHANICALEQUIPMENTDRIP LEGINSTALL TO ALLOW ROOMFOR REMOVAL2.CONCENTRIC VENT KIT SHALL BE INSTALLED PERMANUFACTURER'S RECOMMENDATIONS.VERIFY INTAKE/EXHAUST VENT SIZING WITHMANUFACTURER.CONCENTRIC VENT DETAIL NTS(E) STANDING SEAMMETAL ROOFCLAMP & SEALANTCONCENTRIC VENTASSEMBLYINTAKE/COMBUSTION AIRPIPING TO RADIANT HEATER.SIZE TO MATCH UNITCONNECTIONSMIN. 9" (OR AS REQ'D BYROOFING SYSTEM)VENT/EXHAUST PIPING TORADIANT HEATER. SIZE TOMATCH UNIT CONNECTIONSNOTES: 1. MIN 24" MIN 12"ALLOW ROOM FOR PIPEMOVEMENTCONE FLASHINGSTORM COLLARM4.0212"x2"x1/4" ANGLE, ANCHOR TOADJACENT EXISTING GIRTFRAMING MEMBERS, TYP AT 2SIDES OF NEW OPENING(E) GIRT ATAPPROX 5' O.C.NOTES:SUSPENDED EQUIP. SUPPORT NTS1. ALL SUSPENDED HVAC EQUIPMENT W/ ROTATING COMPONENTSSHALL HAVE VIBRATION ISOLATORS AS SHOWN.2. VIBRATION ISOLATORS SHALL BE SELECTED FOR 1" DEFLECTION.3. FOR INTERNALLY ISOLATED UNITS PROVIDE DOUBLE DEFLECTION NEOPRENEHANGER (MASON SERIES HD OR APPROVED) IN LIEU OF TYPE SHOWN. SIZEFOR 1/8" DEFLECTION.4. SEE STRUCTURAL FOR ATTACHMENT TO STRUCTURE & OTHER ANCHORINGREQUIREMENTS.5. MOUNT SPRING ISOLATOR AS CLOSE TO EQUIPMENT AS POSSIBLE.6. NOT REQUIRED FOR CEILING TYPE EXHAUST FANS OR UNIT HEATERS.HANGER ROD TO STRUCTURE, SEESTRUCTURAL FOR ATTACHMENT (TYP)COMBINATION SPRING & DOUBLEDEFLECTION TYPE VIBRATIONISOLATOR, MASON SERIES DNHSOR APPROVED (TYP)MOUNTING CLIP FURNISHEDW/ UNITWASHER/ NUT (TYP)UNIT W/ SUPPORT PROVISIONSEQUIPMENT (TYP)MIN 18 GAUGE ANGLECLIP ANCHORED TOUNIT & TO STRUT1-5/8" x 1-5/8"x12GAUGE STRUTUNIISTRUT SUPPORT3M4.02FLEX CONNM4.02HVAC DETAILSRevisionsClosing DateSheet No.architects p 360 943 6774 f 360 352 7005 www.msgsarch.com 510 capitol way south olympia, washington 98501ALL RIGHTS RESERVED THESE DRAWINGS ARETHE PROPERTY OF MSGS ARCHITECTS ANDARE NOT TO BE USED OR REPRODUCED INANY MANNER, WITHOUT PRIOR WRITTENPERMISSION.MSGS Project No.Sheet Title5/14/2021PERMIT1002 & 1102 RHOTON RD SE YELM, WASHINGTON 9859721-112MODERN RESOURCES CABINET SHOP BUILDINGgeneral@hultzbhu.comPhone: (253) 383-32571111 Fawcett Ave Suite 100e n g i n e e r s i n c HULTZFax: (253) 383-3283Job Number:Tacoma, WA 98402BHU21-055PERMIT SETSIGNED05/14/2021 GFECBA12345678910111234567891011B.1E.1GFAB.1E.1EDCBDBREAK RM104MECH/ELEC108RR106RR107OFFICE111RR110COMPRESSORROOM109WORKSHOP102WORKSHOP101WORKSHOP103LOADING DOCK105FIRESPRINKLERRISER3M5.01122212OFFICEM-10OFFICEM-1112GFE.1FIRE SPRINKLER SCHEMATIC NTSFIRE MAIN TO RISERDRAIN (TYP.)WATER MOTOR ALARM (TYP.)WATERFLOW ALARMWATER MAINSEE CIVILDIV 2THRUST BLOCK (OREQUIVALENT RESTRAININGDEVICE) (TYP)SLEEVE & SEAL, SEESECTION 20 05 30OS&Y VALVE W/TAMPER SWITCHCONNECT. TO FIRE ALARMSYSTEM BY DIV. 26 (TYP)TO "WET"SYSTEMBACKFLOW PREVENTER, FDCAND VAULT, SEE CIVILMAIN DRAIN, 2" MIN, PIPE TOOUTSIDE (TYP)WET PIPE SYSTEM ALARMVALVE W/ RETARD CHAMBER &CONN. TO WATER MOTORALARM ASSY.POST INDICATORVALVE,SEE CIVIL1. PIPE SIZING FROM ALARM VALVE & OUT TO SPRINKLERS IS BY CONTRACTOR.2. CONNECTION OF ALL TAMPER SWITCHES & WATERFLOW ALARMS TO BUILDING FIREALARM SYSTEM IS BY DIVISION 26.3. SEE SECTION 21 10 00 FOR FIRE SPRINKLER SPECIFICATIONS.4. ALL BENDS/JOINTS SHALL BE RESTRAINED AGAINST MOVEMENT USING MECHANICALJOINTS W/ SET SCREW RETAINER GLANDS OR OTHER APPROVED METHODS.NOTES:DIV 21 5'M5.013FIRE DEPT.CONN.M5.01FIRE PROTECTIONPLANRevisionsClosing DateSheet No.architects p 360 943 6774 f 360 352 7005 www.msgsarch.com 510 capitol way south olympia, washington 98501ALL RIGHTS RESERVED THESE DRAWINGS ARETHE PROPERTY OF MSGS ARCHITECTS ANDARE NOT TO BE USED OR REPRODUCED INANY MANNER, WITHOUT PRIOR WRITTENPERMISSION.MSGS Project No.Sheet Title5/14/2021PERMIT1002 & 1102 RHOTON RD SE YELM, WASHINGTON 9859721-112MODERN RESOURCES CABINET SHOP BUILDINGgeneral@hultzbhu.comPhone: (253) 383-32571111 Fawcett Ave Suite 100e n g i n e e r s i n c HULTZFax: (253) 383-3283Job Number:Tacoma, WA 98402BHU21-055PERMIT SETSIGNED05/14/2021SCALE: 1/16" = 1'-0"8' 16'032'M5.011FLOOR PLAN - FIRE PROTECTIONSCALE: 1/16" = 1'-0"M5.012FLOOR PLAN - MEZZANINE LEVELSCALE: 1/16" = 1'-0"SCALE: 1/16" = 1'-0"8' 16'032'FIRE SPRINKLER NOTES:1. COMPLETE BUILDING SHALL BE FIRE SPRINKLERED PER NFPA 13, PER THE LOCAL AUTHORITY HAVINGJURISDICTION, AND IN EXCESS OF THESE REQUIREMENTS AS INDICATED. ALL SPACES SHALL BE FIRESPRINKLERED, INCLUDING ALL CONCEALED NON-COMBUSTIBLE SPACES, AND ABOVE AND BELOW ALLCEILINGS.2. PROVIDE WET PIPE TYPE SYSTEM SERVING ALL AREAS NOT SUBJECT TO FREEZING, AND DRY PIPE SYSTEMSERVING OTHER AREAS. DRY TYPE HEADS MAY BE USED OFF WET SYSTEM FOR LIMITED COVERAGE AREASAND WHERE FREEZING OF WET PIPE IS NOT POSSIBLE.3. REVIEW ARCHITECTURAL, STRUCTURAL, AND ALL OTHER DRAWINGS FOR BUILDING DETAILS AND LAYOUT.PLANS SHOWN ON "M" SHEETS ARE APPROXIMATE.4. COORDINATE WITH ALL TRADES IN ROUTING OF SPRINKLER PIPING TO AVOID CONFLICTS.5. SEE CIVIL DWGS FOR LOCATION OF CONNECTION TO PRIMARY WATER SUPPLY, & LOCATION OF PIV & FDC.6. NOTIFY STRUCTURAL ENGINEER OF ALL INTENDED DRILLING/CUTTING OF STRUCTURE. OBTAIN ENGINEER'SAPPROVAL PRIOR TO DRILLING OR CUTTING.7. SYSTEM SHALL BE HYDRAULICALLY DESIGNED BY CONTRACTOR. CONTACT WATER DISTRICT (OR FIREMARSHALL) AND OBTAIN WATER FLOW DATA PRIOR TO DESIGNING.8. SEE DIVISION 21 FOR FIRE SPRINKLER SYSTEM SPECIFICATIONS.9. HAZARD CLASS SHALL BE AS DETERMINED BY AUTHORITY HAVING JURISDICTION.10. SEE ELECTRICAL PLANS & SPECIFICATIONS FOR FIRE ALARM SYSTEM.11. CONTRACTOR'S PLANS SHALL BE STAMPED BY A WASHINGTON STATE LICENSED FIRE PROTECTIONDESIGNER (AS REQ'D BY AUTHORITY HAVING JURISDICTION).12. ALL FIRE SPRINKLER HEADS SERVING OCCUPIED AREAS OF THE BLDG SHALL BE QUICK RESPONSE TYPE.13. ALL EXPOSED PIPING SHALL BE CAREFULLY FABRICATED & INSTALLED FOR BEST APPEARANCE. PIPINGSHALL BE CLEANED AND PREPARED FOR PAINTING. PIPING MAY ONLY BE RAN EXPOSED WHERE NOTED ANDWHERE APPROVED BY ARCHITECT. WHERE EXPOSED ALL PIPE LABELS, MARKS, LETTERING, ETC. SHALL BEREMOVED.14. EXPOSED PIPING SHALL BE ARRANGED TO BE SYMMETRIC AND COMPATIBLE WITH THE DIRECTION ANDSPACING OF ADJACENT STRUCTURE MEMBERS AND ARCHITECTURAL FEATURES.15. ALL FIRE SPRINKLER HEADS SHALL BE LOCATED TO BE SYMMETRIC WITHIN SPACES SERVED AND BUILDINGARCHITECTURAL FEATURES.16. BUILDING PLANS ON THESE SHEETS IS APPROXIMATE AND IS SCHEMATIC. USE ARCHITECTURAL PLANS FORACTUAL BUILDING LAYOUT. SEE ARCHITECTURAL PLANS FOR CEILINGS. ARCHITECTURAL PLANS GOVERN.17. SERVE BELOW STAIRS AND SIMILAR ITEMS WITH SIDEWALL HEADS AND WITH PIPING ROUTED CONCEALED INWALLS.18. PIPE ROUTING ON THESE PLANS DO NOT CONSTITUTE A "DESIGN". ALL SYSTEM DESIGN IS BY THECONTRACTOR. THE PIPING LOCATIONS ARE MEANT TO CONVEY A CONCEPTUAL INTENT TO THECONTRACTOR OF PREFERRED PIPING PATHS. SINCE THE SYSTEM IS NOT "DESIGNED", NO ROUTING PATHSSHOWN HAVE BEEN CONFIRMED FOR ADEQUATE SPACE, CODE COMPLIANCE, OR COMPLETE FEASIBILITY.19. WHERE PIPING IS ROUTED NEAR AIR INTAKES, AIR RELIEF, AND SIMILAR ITEMS WHERE COLD AIR MAY BEPRESENT, PROTECT SECTION OF SPRINKLER PIPE WITH 1" THICK ELASTOMERIC PIPE INSULATION ANDSMOOTH ALUMINUM METAL JACKET. WHERE A SECTION OF EXPOSED PIPE IS INSULATED, INSULATE FROMWALL PENETRATION ALL THE WAY TO HEAD FOR A UNIFORM APPEARANCE.20. LOCATE SPRINKLER SYSTEM MAINS AS UNOBTRUSIVELY AS POSSIBLE.21. SYSTEM AND COMPONENT LAYOUT IS SUBJECT TO THE ARCHITECTS REVIEW.22. SEE HVAC PLANS FOR LOCATIONS OF HVLS FANS. ARRANGE SPRINKLER PIPING AND HEADS TOACCOMMODATE.KEYED NOTES:PROVIDE COVERAGE WITH DRY PIPE SYSTEM OR DRY TYPE HEADS OFF WET SYSTEM.AREA WITHOUT CEILING WHERE PIPING MAY BE RUN EXPOSED. CONFIRM ARRANGEMENTWITH ARCHITECTURAL PLANS.12 Revisions Closing Date Sheet No.architectsp 360 943 6774 f 360 352 7005www.msgsarch.com510 capitol way southolympia, washington 98501ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. MSGS Project No. Sheet Title 05/14/21PERMIT1002 & 1102 RHOTON RD SEYELM, WASHINGTON 9859721-112MODERN RESOURCESCABINET SHOP BUILDINGgeneral@hultzbhu.com Phone: (253) 383-3257 1111 Fawcett Ave, Suite 100 e n g i n e e r s i n c HULTZ Fax: (253) 383-3283 Job Number: Tacoma, WA 98402 BHU 21-055 PERMIT SET SIGNED 5-19-2021 E0.01 ABBREVIATIONS, LEGEND & GENERAL NOTES ABBREVIATIONS (SOME ABBREVIATIONS MAY NOT BE USED ON DRAWINGS) ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION A or AMP AMPERES MCM, KCM THOUSAND CIRCULAR MILS AC ALTERNATING CURRENT MDF MAIN DISTRIBUTION FRAME A/C AIR CONDITIONING MECH MECHANICAL AIC AMPERE INTERRUPTING CAPACITY MIN MINIMUM AL ALUMINUM MLO MAIN LUGS ONLY ARCH ARCHITECTURAL MOP, MOCP MAXIMUM OVERCURRENT PROTECTION ATS AUTOMATIC TRANSFER SWITCH NIC NOT IN CONTRACT AWG AMERICAN WIRE GAUGE NTS NOT TO SCALE BKR BREAKER OC ON CENTER BLDG BUILDING PA PUBLIC ADDRESS C CONDUIT PB PULLBOX C.O.CONDUIT ONLY Ø or PH PHASE CB CIRCUIT BREAKER PNL PANEL CCTV CLOSED CIRCUIT TELEVISION PR PAIR CFM CUBIC FEET PER MINUTE PRI PRIMARY CKT CIRCUIT PVC POLYVINYL CHLORIDE CLG CEILING RECPT RECEPTACLE CONC CONCRETE REQ REQUIRED CT CURRENT TRANSFORMER RM ROOM CU COPPER SHT SHEET CW COLD WATER SP SINGLE POLE DC DIRECT CURRENT SPD SURGE PROTECTIVE DEVICE DIA DIAMETER SPDT SINGLE POLE, DOUBLE THROW DIV DIVISION SPST SINGLE POLE, SINGLE THROW DPDT DOUBLE POLE, DOUBLE THROW SW SWITCH DPST DOUBLE POLE, SINGLE THROW SWBD SWITCHBOARD DWG DRAWING TEL TELEPHONE EGC EQUIPMENT GROUND CONDUCTOR TV TELEVISION ELEC ELECTRIC TTB TELECOMMUNICATIONS TERMINAL BOARD EMT ELECTRICAL METALLIC TUBING TYP TYPICAL EXST, (E)EXISTING UL UNDERWRITERS LABORATORY EV ELECTRIC VEHICLE UF UNDERFLOOR FA FIRE ALARM UG UNDERGROUND FC FOOTCANDLE V VOLTS FLA FULL LOAD AMPS VA VOLT AMPERES GFCI GROUND FAULT CIRCUIT INTERRUPTER VAC VOLTS ALTERNATING CURRENT GND GROUND VAR REACTIVE VOLT AMPERES HP HORSEPOWER W WATTS IDF INTERMEDIATE DISTRIBUTION FRAME WP WEATHERPROOF J-BOX JUNCTION BOX /W WITH KV KILOVOLTS W/O WITHOUT KVA KILOVOLT AMPERES XFER TRANSFER KW KILOWATTS XFMR TRANSFORMER LT LIGHT LTG LIGHTING MAX MAXIMUM MCA MINIMUM CIRCUIT AMPS MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER COUNTER HEIGHT (*) CASEWORK OUTLETS SWITCHES AND DIMMERS RECEPTACLES THERMOSTATS CLOCKS OCCUPANCY SENSORS DATA (COMPUTER) TV (TELEVISION) TV WALL MOUNTED SPEAKERS CLOCK/SPEAKER FIRE ALARM MANUAL STATIONS SIGNALING DEVICES REMOTE ANNUNCIATOR SECURITY KEY PAD CARD READER CCTV CCTV POLE MOUNTED +3 INCHES ABOVE SPLASH AS DIRECTED 90 INCHES 48 INCHES 18 INCHES 48 INCHES 18 INCHES 18 INCHES 90 INCHES, GYM OR COMMONS - 120" 90 INCHES CENTER OF TV BRACKET 16 FEET 48 INCHES 48 INCHES TO TOP WITHIN 6 INCHES OF GRAPHIC PLAQUES REMOTE ALARM LIGHTS 80 INCHES TO BOTTOM 60 INCHES TO BOTTOM 60 INCHES TO BOTTOM 80 INCHES TO BOTTOM 48 INCHES TO TOP WALL PHONE 48 INCHES (MEASURE TO CENTER OF BOX, UNLESS OTHERWISE INDICATED) OUTLET MOUNTING HEIGHTS CAMERA MOUNT 12 FEET MAXIMUM PROJECTOR ABOVE WHITEBOARD, TO BE COORDINATED GENERAL ELECTRICAL NOTES: 1.SEE ARCHITECTURAL PLANS FOR LOCATION OF FIRE RATED CONSTRUCTION. 2.BRANCH CIRCUIT NOTES: A.VERIFY BRANCH CIRCUIT WIRE COUNT BEFORE PULLING CONDUCTORS. PROVIDE REQUIRED CONDUCTORS TO EACH OUTLET AND DEVICE FOR PHASE, NEUTRAL AND EQUIPMENT GROUND BASED ON CIRCUIT DESIGNATIONS SHOWN AND AS OTHERWISE INDICATED ON PLANS OR NOTE BELOW. B.FOR SWITCHED OUTLETS, PROVIDE ADDITIONAL CONDUCTOR COUNT REQUIRED FOR SWITCH LEGS TO ACCOMMODATE SWITCH CONTROL INDICATED. MAINTAIN UNSWITCHED LEG IN LIGHTING BRANCH CIRCUITS TO EXIT, EMERGENCY, AND NIGHT LIGHTING SHOWN. C.MINIMUM BRANCH CIRCUIT CONDUCTOR SIZE FOR OUTDOOR AND EXTERIOR BUILDING LIGHTING SHALL BE #10 AWG. D.PROVIDE SEPARATE NEUTRAL CONDUCTOR FOR BRANCH CIRCUITS SERVING RECEPTACLE OUTLETS UNLESS OTHERWISE INDICATED. 3.MINIMUM CONDUIT SIZE FOR HOMERUNS AND FOR CONDUIT INSTALLED BELOW GRADE OUTDOORS SHALL BE 3/4 INCH. 4.REFER TO ARCHITECTURAL PLANS FOR LIGHT FIXTURE LOCATIONS AND FOR MOUNTING HEIGHT OF SUSPENDED AND WALL MOUNTED LIGHT FIXTURES. REFER TO REFLECTED CEILING PLANS, INTERIOR ELEVATIONS, EXTERIOR ELEVATIONS, ROOM SECTIONS, AND DETAILS SHOWN ON ARCHITECTURAL CONTRACT DOCUMENTS PRIOR TO ROUGH-IN. REPORT CONFLICTS TO ARCHITECT/ENGINEER FOR RESOLUTION. 5.REFER TO ARCHITECTURAL ELEVATIONS FOR LOCATION AND MOUNTING HEIGHT OF WIRING DEVICES. REPORT CONFLICTS TO ARCHITECT/ENGINEER FOR RESOLUTION. 6.VERIFY EXACT LOCATION OF FLOOR BOXES AND OUTLETS LOCATED IN KNEE SPACES AND CASEWORK. OBTAIN ARCHITECT APPROVAL PRIOR TO ROUGH-IN. 7.VERIFY BACK BOX REQUIREMENTS OF EQUIPMENT FURNISHED UNDER OTHER THAN DIVISION 26, 27 OR 28 SECTIONS AND EQUIPMENT FURNISHED BY OWNER. 8.SEE MECHANICAL PLANS FOR QUANTITY AND LOCATION OF FIRE / SMOKE DAMPERS. PROVIDE 120 VOLT CONNECTION TO EACH DAMPER. ENERGY CODE COMPLIANCE NOTES 1.MANUAL LIGHTING CONTROL: PROVIDE EACH ROOM WITH MANUAL LIGHTING CONTROL AS INDICATED. REMOTE LIGHTING CONTROLS SHALL IDENTIFY WHERE LIGHTS ARE CONTROLLED AND ON/OFF STATUS. MANUAL CONTROLS FOR SPACES NOT COVERED IN C405.2.1.2 LISTED EXCEPTIONS SHALL INCLUDE PROVISION FOR 50% LIGHT REDUCTION. 2.AUTOMATIC TIME SWITCH CONTROL: PROVIDE PROGRAMMABLE TIME SWITCH WITH MANUAL OVERRIDE FOR AUTOMATIC CONTROL OF LIGHTING IN ALL AREAS OF THE BUILDING NOT CONTROLLED BY OCCUPANCY SENSORS. TIME SWITCH AND OVERRIDE CONTROL SHALL COMPLY WITH MINIMUM REQUIREMENTS OF C405.2.2.1. 3.OCCUPANCY SENSORS: PROVIDE OCCUPANCY SENSORS IN ALL CLASSROOMS, CONFERENCE/MEETING ROOMS, LUNCH AND BREAK ROOMS, PRIVATE OFFICES, RESTROOMS, WAREHOUSE AND STORAGE SPACES, JANITORIAL CLOSETS, AND OTHER SPACES 300 SQUARE FEET OR LESS. 4.DAYLIGHT ZONES: PROVIDE AUTOMATIC CONTROL OF PRIMARY (DZ1) AND SECONDARY (DZ2) DAYLIGHT ZONES INDICATED ON PLANS INDEPENDENT OF MANUAL LIGHTING CONTROL ZONES INDICATED. 5.DAYLIGHT ZONE CONTROL: PROVIDE AUTOMATIC CONTINUOUS DIMMING CONTROL OF LIGHTS LOCATED WITHIN PRIMARY AND SECONDARY DAYLIGHT ZONES. 6.SPECIFIC APPLICATION CONTROLS: PROVIDE DEDICATED CONTROL INDEPENDENT OF OTHER LIGHTING FOR THE FOLLOWING: A.MEANS OF EGRESS: PROVIDE AUTOMATIC CONTROL OF EGRESS LIGHTING BY MEANS OF OCCUPANCY SENSORS OR TIME CLOCK AS INDICATED. EMERGENCY LIGHTS TO HAVE UL924 RELAYS TO OVERRIDE CONTROL STATE UPON LOSS OF POWER. B.DISPLAY AND ACCENT LIGHTS: PROVIDE MANUAL CONTROL AS INDICATED. C.FIXED MOUNTED TASK LIGHTING: PROVIDE LIGHTS WITH INTEGRAL ON/OFF CONTROL AND CONTROL BY OCCUPANCY SENSOR IN SPACE. 7.EXTERIOR LIGHTING CONTROL: PROVIDE AUTOMATIC CONTROL OF EXTERIOR LIGHTING USING COMBINATION OF PHOTOCELL AND ENERGY MANAGEMENT SYSTEM, SEE SERVICE PLAN FOR ADDITIONAL INFORMATION. 8.ELECTRIC ENERGY METERING : PROVIDE END-USE METERING FOR HVAC AND WATER HEATING PER SECTION C409. 9.TRANSFORMERS: DRY TYPE DISTRIBUTION TRANSFORMERS RATED 600 VOLTS OR LESS SHALL COMPLY WITH MINIMUM EFFICIENCY REQUIREMENTS OF NEMA TP-1, TABLE 4-2. 10.MOTORS SHALL COMPLY WITH EFFICIENCY REQUIREMENTS OF C405.8, SEE MECHANICAL DOCUMENTS FOR MOTOR EFFICIENCY DATA. 11.COMMISSIONING: PROVIDE PROGRAMMING, CALIBRATION, AND FUNCTIONAL PERFORMANCE TESTING OF AUTOMATIC LIGHTING CONTROL SYSTEMS TO INCLUDE OCCUPANCY SENSORS, DAYLIGHT CONTROLS, AND TIME SWITCHES PER APPROVED COMMISSIONING PLAN. SUBMIT COMPLETED COMMISSIONING COMPLIANCE CHECKLIST (C408.1.2.1) FOR SIGNATURE PRIOR TO FINAL INSPECTIONS BY MECHANICAL AND ELECTRICAL INSPECTION AUTHORITIES. (SOME SYMBOLS MAY NOT BE USED ON DRAWINGS) ELECTRICAL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION DISTRIBUTION PANELBOARD - SURFACE PANELBOARD - EXISTING (SURFACE PANEL SHOWN) SWITCHBOARD OR MCC (DRAWN TO SCALE) MAGNETIC MOTOR STARTER OR OTHER MOTOR CONTROL DEVICE AS SCHEDULED DRY TYPE TRANSFORMER WIRING CONCEALED IN CEILING OR WALL WIRING CONCEALED UNDERGROUND OR BELOW FLOOR WIRING EXPOSED WIRING HOMERUN CONDUIT UP, DOWN FLEXIBLE WIRING CONNECTION DISCONNECT SWITCH FUSED DISCONNECT SWITCH GENERAL SCHEDULED EQUIPMENT CONNECTION (INCLUDE ALL WIRING, DISCONNECTING MEANS, CONTROL AND OTHER REQUIREMENTS SCHEDULED) # A A - SHEET WHERE DETAIL SHOWN # - IDENTIFYING NUMBER DETAIL SYMBOL: #REVISION CALLOUT #FLAG NOTE #SCHEDULED CONDUIT CALLOUT LIGHTING # # - IDENTIFYING NUMBER BUBBLE NOTE TAG SYMBOL: LUMINAIRE (TO SCALE ON DRAWINGS) EMERGENCY FIXTURE - TWIN HEAD E LIGHT FIXTURE ON EMERGENCY LIGHTING CIRCUIT (INVERTER) EMERGENCY LIGHTING UNIT COMBINATION EXIT SIGN AND TWIN HEAD a,b INDICATES CONTROL ZONE POLE MOUNTED LIGHT INDICATES LUMINAIRE TYPE LIGHTING CONTROL DIGITAL SWITCH STATION SINGLE POLE TOGGLE SWITCH SWITCH SUBSCRIPTS: M LV LVM 4 D 3 2 K EP DIMMER MANUAL MOTOR STARTER LOW VOLTAGE MASTER KEY OPERATED EXPLOSION PROOF LOW VOLTAGE FOUR WAY THREE WAY DOUBLE POLE MC MOMENTARY CONTACT P SWITCH W/PILOT LIGHT T TIMER WP WEATHERPROOF W/OVERLOADS a, b, c MULTIGANG SWITCH STATION PHOTOCELL, EXTERIORPC OS OCCUPANCY SENSOR DAYLIGHT SENSOR - DUAL ZONE POWER C P WP REF COP DF IG DUPLEX RECEPTACLE (NEMA 5-20R) SUBSCRIPT: COPIER CEILING WEATHERPROOF PEDESTAL REFRIGERATOR CHILLED WATER FOUNTAIN ISOLATED GROUND DW DISHWASHER P WALL MOUNT PROJECTOR TV VIDEO DISPLAY OUTLET. REFER TO ARCHITECTURAL DETAILS FOR MOUNTING HEIGHT FOURPLEX RECEPTACLE (NEMA 5-20R) DUPLEX RECEPTACLE CONTROLLED BY OCCUPANCY SENSOR OR TIME SWITCH HALF OF RECEPTACLE IS UNCONTROLLED ASTERISK INDICATES COUNTER HEIGHT OUTLET (DUPLEX RECEPTACLE SHOWN) RANGE RECEPTACLE (NEMA 14-50R) DRYER RECEPTACLE (NEMA 14-30R) SPECIAL PURPOSE OUTLET (AS NOTED) GFCI DUPLEX RECEPTACLE (NEMA 5-20R) RECESSED FLOOR BOX FOR POWER & SIGNAL DISCONNECT SWITCH FUSED DISCONNECT SWITCH JUNCTION BOX MOTOR CONNECTION WC HD WHSUBSCRIPT: EQUIPMENT CONNECTION WATER COOLER HAND DRYER WATER HEATER COMMUNICATIONS (2) CAT 6 OUTLETS WITH 1.25"C TO ACCESSIBLE SPACE AND (2) CAT 6 CABLES TO DISTRIBUTION FRAME 3 EACH IF MORE THAN 2 OUTLET TO DISTRIBUTION FRAME, QTY OF CAT 6 OUTLETS INDICATED W/ CAT 6 CABLE FOR MIN 1.25"C TO ACCESSIBLE SPACE WIRELESS ACCESS POINT STATION WITH (1) CAT 6A CABLE TERMINATED IN A BISCUIT STYLE ENCLOSURE WITH (1) CAT 6A OUTLET, INSTALL WAP FURNISHED BY OWNER AP AUDIO VISUAL AV AV FLOOR BOX PROJECTOR AV PLATE AV SYSTEM INPUT STATION AV SYSTEM ENCLOSURE AV SYSTEM SELECTOR STATION INTERCOM / CLOCK COMBINATION DIGITAL CLOCK & SPEAKER INTERCOM SPEAKER INTERCOM CALL SWITCH INTRUSION / ACCESS CONTROL KEY PAD INTRUSION ALARM MOTION SENSOR CARD READER KEY SWITCH DOOR CONTACT XX CLOSED CIRCUIT TELEVISION CAMERA TELEVISION OUTLET - F-CONNECTOR & COAX TO TERMINAL FIRE ALARM FAP FIRE ALARM CONTROL PANEL FAA FIRE ALARM ANNUNCIATOR F MANUAL STATION F C HORN [SPEAKER] "C" INDICATES CEILING MOUNT F C "C" INDICATES CEILING MOUNT HORN [SPEAKER] WITH VISUAL SIGNAL (STROBE) H HEAT DETECTOR SMOKE DETECTOR LIGHT FIXTURE CALLOUTS F1 a PNL-13 EM PANELBOARD AND CIRCUIT NUMBER CONTROL ZONE ID FIXTURE TYPE EMERGENCY EGRESS FIXTURE (HATCH & CALLOUT SHOWN) FIXTURE SYMBOL UL924 EMERGENCY TRANSFER RELAYETR R RELAY AV-E AV-I AV-P AV-S CR KS KP DC LINE TYPES EXISTING WORK NEW WORK USB DUPLEX WITH TWO USB PORTS G F E C B A 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 B.1 E.1 G F A B.1 E.1 E D C B D BREAK RM 104 MECH/ELEC 108 RR 106 RR 107 OFFICE 111 RR 110 COMPRESSOR ROOM 109 WORKSHOP 102WORKSHOP 101 WORKSHOP 103 LOADING DOCK 105 HB HBE HB HB HB HB HBHBEHB HBE HB HB HBHBE HBE HB HBE HB HBE HB HB HB HB HB HBE HB HBE HB HBE HB HB HB HB HB HB HB HB HB HB HBE HB HBE HB HBE HBE HB HBE HB HBE X X XX W1E W1E W1E W1E S1 S1 L1 L1 S1 S1 S1 S1 S1 S1 OS OS OS OS OS OS OS A1A1A1 1 2 3 G F E.1 OFFICE M-10 OFFICE M-11 OS L1 L1 L1 L1 OS L1 L1 L1 Revisions Closing Date Sheet No.architectsp 360 943 6774 f 360 352 7005www.msgsarch.com510 capitol way southolympia, washington 98501ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. MSGS Project No. Sheet Title 05/14/21PERMIT1002 & 1102 RHOTON RD SEYELM, WASHINGTON 9859721-112MODERN RESOURCESCABINET SHOP BUILDINGgeneral@hultzbhu.com Phone: (253) 383-3257 1111 Fawcett Ave, Suite 100 e n g i n e e r s i n c HULTZ Fax: (253) 383-3283 Job Number: Tacoma, WA 98402 BHU 21-055 PERMIT SET E2.01 LIGHTING PLANS GENERAL NOTES: 1.PROVIDE UL924 DEVICES WHERE REQUIRED SO THAT FIXTURES RETURN TO FULL BRIGHTNESS UPON LOSS OF POWER. SCALE: NORTH GROUND LEVEL LIGHTING PLAN 1/8"=1'-0" SCALE: NORTH MEZZANINE LEVEL LIGHTING PLAN 1/8"=1'-0" G F E C B A 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 B.1 E.1 G F A B.1 E.1 E D C B D WORKSHOP 102 WORKSHOP 101 WORKSHOP 103 LOADING DOCK 105 LIFT 1 DC 2 (FUTURE) CNC 2 (FUTURE) CNC 1 DC 1 BAND 1 DC 3 UCS 1 BREAK RM 104 MECH/ELEC 108 RR 106 RR 107 OFFICE 111 RR 110 COMPRESSOR ROOM 109 DV 1 DV 2 WP * **USB * REF MWWCRANGE *COFFEETV USB +54" * C C C +48" +48"+48"+48"+48"+48"+48" +48" +48" +48" +48" +48" +48"+48"+48"+48"+48" +48" +48" +48" +48"+48"+48" +48" +48" +48" +48" DOW 1 TBL 1 TBL 2 (FUTURE) +48" +48" +48" +48" +48" +48" +48" +48" +48" +48" +48" DOOR POWER DOOR CONTROLLER (TYPICAL) DOOR DOOR 1 HP 1 EWH 108 EF 106 EF 107 EWH 106 EWH 107 HP 104EF 104 EF 101 EF 102 EF 103 EF 110 EWH 110 HP 111 HP 2 UH 101C UH 101D HVLS 1 HVLS 3 UH 101A UH 101B UH 102A UH 102B UH 103A UH 102D UH 102D UH 103B DOAS 2 SEWER PUMP CONTROL PANEL (3-CKTS) HVLS 2 WH 2 CP 1 WH 1 1 2 3 G F E.1 OFFICE M-10 OFFICE M-11 TV IT RACK UPS AND RACK POWER CONNECTION HP 10 HP 11 DOAS 1 Revisions Closing Date Sheet No.architectsp 360 943 6774 f 360 352 7005www.msgsarch.com510 capitol way southolympia, washington 98501ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. MSGS Project No. Sheet Title 05/14/21PERMIT1002 & 1102 RHOTON RD SEYELM, WASHINGTON 9859721-112MODERN RESOURCESCABINET SHOP BUILDINGgeneral@hultzbhu.com Phone: (253) 383-3257 1111 Fawcett Ave, Suite 100 e n g i n e e r s i n c HULTZ Fax: (253) 383-3283 Job Number: Tacoma, WA 98402 BHU 21-055 PERMIT SET E3.01 POWER PLANS GENERAL NOTES: 1.PROVIDE SURFACE MOUNT RIGID METALLIC CONDUIT (RMC) AT ALL EQUIPMENT CONNECTIONS AND DISCONNECTS. PLAN NOTES: PROVIDE MC CABLE BEHIND PLYWOOD PANELING AND FLUSH MOUNT RECEPTACLES. 1 SCALE: NORTH GROUND LEVEL POWER PLAN 1/8"=1'-0" SCALE: NORTH MEZZANINE LEVEL POWER PLAN 1/8"=1'-0" G F E C B A 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 B.1 E.1 G F A B.1 E.1 E D C B D WORKSHOP 102 WORKSHOP 101 WORKSHOP 103 LOADING DOCK 105 BREAK RM 104 MECH/ELEC 108 RR 106 RR 107 OFFICE 111 RR 110 COMPRESSOR ROOM 109 TS FSFAP K F F F F F FF F F F F F F 1 2 3 G F E.1 OFFICE M-10 OFFICE M-11 F F Revisions Closing Date Sheet No.architectsp 360 943 6774 f 360 352 7005www.msgsarch.com510 capitol way southolympia, washington 98501ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. MSGS Project No. Sheet Title 05/14/21PERMIT1002 & 1102 RHOTON RD SEYELM, WASHINGTON 9859721-112MODERN RESOURCESCABINET SHOP BUILDINGgeneral@hultzbhu.com Phone: (253) 383-3257 1111 Fawcett Ave, Suite 100 e n g i n e e r s i n c HULTZ Fax: (253) 383-3283 Job Number: Tacoma, WA 98402 BHU 21-055 PERMIT SET E4.01 FIRE ALARM AND LOW VOLTAGE PLANS SCALE: NORTH GROUND LEVEL FIRE ALARM AND LOW VOLTAGE PLAN 1/8"=1'-0" SCALE: NORTH MEZZANINE LEVEL FIRE ALARM AND LOW VOLTAGE PLAN 1/8"=1'-0" Revisions Closing Date Sheet No.architectsp 360 943 6774 f 360 352 7005www.msgsarch.com510 capitol way southolympia, washington 98501ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. MSGS Project No. Sheet Title 05/14/21PERMIT1002 & 1102 RHOTON RD SEYELM, WASHINGTON 9859721-112MODERN RESOURCESCABINET SHOP BUILDINGgeneral@hultzbhu.com Phone: (253) 383-3257 1111 Fawcett Ave, Suite 100 e n g i n e e r s i n c HULTZ Fax: (253) 383-3283 Job Number: Tacoma, WA 98402 BHU 21-055 PERMIT SET E5.01 ELECTRICAL SCHEDULES Revisions Closing Date Sheet No.architectsp 360 943 6774 f 360 352 7005www.msgsarch.com510 capitol way southolympia, washington 98501ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MSGS ARCHITECTS AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. MSGS Project No. Sheet Title 05/14/21PERMIT1002 & 1102 RHOTON RD SEYELM, WASHINGTON 9859721-112MODERN RESOURCESCABINET SHOP BUILDINGgeneral@hultzbhu.com Phone: (253) 383-3257 1111 Fawcett Ave, Suite 100 e n g i n e e r s i n c HULTZ Fax: (253) 383-3283 Job Number: Tacoma, WA 98402 BHU 21-055 PERMIT SET E7.01 ELECTRICAL DETAILS PURPLE (+) GREY (-) } HOT NEUTRAL HOT NEUTRAL HOT NEUTRAL PURPLE (+) GREY (-) PURPLE (+) GREY (-) PURPLE GREY AUTOMATIC DAYLIGHT CONTROL PHOTODIODE CONTROLLING 0-10 VDC DIMMING BALLAST WIRING DIAGRAM AUTOMATIC DAYLIGHT CONTROL WIRING PLAN 0-10VDC CONTROLLED ELECTRONIC DIMMING BALLASTS 0-10VDC CONTROLLED ELECTRONIC DIMMING BALLASTS 0-10VDC CONTROLLED ELECTRONIC DIMMING BALLASTS TO ADDITIONAL 0-10VDC CONTROLLED ELECTRONIC DIMMING BALLASTS DAYLIGHT SENSOR #18/2C MINIMUM, CLASS 2 WIRING, COLOR CODED PURPLE/GREY INSTALLED IN CONDUIT. PLENUM RATED OPEN CABLE PERMITTED ABOVE ACCESSIBLE CEILING SPACES. DAYLIGHT ZONE PER PLAN 2-WIRE FIELD CALIBRATED INDOOR DAYLIGHT SENSOR FIXTURE WITH 0 - 10 VDC DIMMING BALLAST (TYPICAL) RELAY POWER PACK NEUT 120/277V LOW VOLTAGE OS BLUE BLACK RED OCCUPANCY SENSOR DIAGRAM NOTES: ROOM OCCUPANCY SENSOR WIRING DIAGRAM 1.PROVIDE ONE OR MORE OCCUPANCY SENSORS AS REQUIRED FOR FULL AREA COVERAGE. LOCATE WITHIN ROOM TO MINIMIZE FALSE ACTIVATION THRU OPEN DOORS. 2.INSTALL RELAY POWER PACK ON BOX OF FIRST LIGHTING OUTLET ABOVE ACCESSIBLE CEILINGS. FOR INACCESSIBLE CEILING SPACES, INSTALL RELAY POWER PACK INSIDE SENSOR OUTLET BOX. 3.OCCUPANCY SENSOR AND RELAY PACK SHALL BE APPROVED AND WIRED FOR MANUAL ON/OVERRIDE OFF/AUTOMATIC OFF OPERATION. OPERATING MOMENTARY SWITCH CLOSES POWER PACK RELAY TO TURN ON LOAD. OPERATING SWITCH WHILE LOAD IS ON WILL OPEN RELAY AND TURN LOAD OFF. ADDITIONAL LOW VOLTAGE WIRING CONNECTION(S) TO SWITCH MAY BE REQUIRED FOR SOME POWER PACK RELAY PRODUCTS. 4.LOW VOLTAGE WIRING SHALL BE INSTALLED IN CONDUIT EXCEPT OPEN CABLING MAY BE USED ABOVE ACCESSIBLE CEILINGS AND IN ATTIC SPACES UNLESS OTHERWISE INDICATED ON PLANS. ADDITIONAL SENSORS AS REQUIRED TO ADDITIONAL SWITCH(S) PER PLAN OCCUPANCY SENSOR MANUAL ON OVERRIDE OFF MOMENTARY SWITCH LIGHTING LOAD FAC TSFS PS LA DCDH ELEVATOR RECALL, ATC FAN SHUT DOWN, KITCHEN HOOD K F K D PROVIDE FOR HVAC SYSTEMS RATED OVER 2000 CFM. SEE DIV [15][23] EQUIPMENT SCHEDULE PROVIDE FOR SMOKE DAMPERS SEE MECHANICAL PLANS FOR QUANTITY AND LOCAITONS FSP 120VAC (CKT #) (CKT #) 120VAC XMTR TEL LINE #1 TEL LINE #2 FA SIGNAL POWER EXPANDER PANEL (QUANTITY AS REQUIRED). GROUP MOUNT AT ONE LOCATION 120VAC (CKT #) MAY BE INTEGRAL WITH FAC INSTALLATION REQUIREMENTS LOCATIONS, WIRING LAYOUT, AND REFER TO SHOP DRAWING FOR DEVICE NOTE: K SD F FIRE ALARM RISER DIAGRAM