Agenda packet — Woodland City Council, December 3, 2024 (part 3 of 3)

20x20 20x20 20x20
20x20
20x20
20x20
3'-6"
60 24 x
60 24 x 60 24 x 60 24 x 36 24 x 48 21 X 48 21 X 54 24 x 54 24 x 48 24 x 48 24 x
42 24 x 42 24 x
42 24 x 42 24 x
42 24 x 42 24 x
54 24 x 60 21/ DS DSDSDS AC 1 DEGHF 2 5 12 B 113 SF NC-1 140 115 SF NC-2 139 115 SF NC-3 138 115 SF NC-4 137 115 SF NC-5 136 115 SF NC-6 135 115 SF NC-7 134 115 SF NC-8 133 115 SF NC-9 132 4 K 227 SF CASE MANAGEMENT 112 216 SF CASE MANAGEMENT 111 60 SF DATA 110 204 SF ADMINISTRATION OFFICE 109 143 SF INTAKE 102 122 SF PEST CONTROL 103 577 SF GROUP COUNSELING 124 105 SF STORAGE LINEN 115 121 SF UTILITY / STORAGE 117 425 SF LAUNDRY 114 650 SF MEN'S BATHROOM 118 131 SF CLIENT STORAGE 116 105 SF OFFICE 107 81 SF STAFF RESTROOM 108 410 SF WOMEN'S BATHROOM 148 131 SF ADMINISTRATION OFFICE 128 237 SF MEN'S BATHROOM-NC 147 238 SF WOMEN'S BATHROOM-NC 144 62 SF MEDICATION 127 104 SF COUNSELING OFFICE 1 143 80 SF MECHANICAL UTILITY 145 78 SF MAINTENANCE ROOM 146 87 SF LAUNDRY 129 104 SF COUNSELING OFFICE 2 142 6 7 8 9 10 11 440 SF DAY ROOM 141 102 SF WAITING AREA 125 921 SF COMMERCIAL KITCHEN 119 100 SF FIRE 122 100 SF ELECTRICAL 123 L 144 SF NC-11 154 144 SF NC-12 153 142 SF NC-13 152 142 SF NC-14 151 3 281 SF WAITING AREA 105 168 SF ENTRY 101 299 SF HALLWAY 5 106 126 SF HALLWAY 2 126 598 SF HALLWAY 3 130 914 SF HALLWAY 1 113 241 SF HALLWAY 4 149 116 SF NC-10 131 WD W/D W/D W/D W/D W/D W/D W W D D J 6.1 TYP EXISTING ROOF PROJECTION TO BE DEMOLISHED PER COORDINATION WITH FIRE MARSHALL 87 SF PANTRY 119E 174 SF REFRIGERATOR 119F 97 SF FREEZER 119G 57 SF RESTROOM 119C 53 SF OFFICE 119B (TYP) (TYP) (TYP) (TYP) (TYP) (TYP) (TYP) (TYP) (TYP) (TYP)(TYP) (TYP) (TYP) (TYP) (TYP) (TYP) (TYP) (TYP) (TYP) (TYP) (TYP) (TYP) (TYP) (TYP) (TYP) (TYP) a a a aaaaa a a a a aaaa b b b b c (TYP) (TYP) D3 a,b,c D3 a,b,c D3 a,b,c a (TYP) cc a a b b b b c c c c a L1-1 L1-1 L1-1 L1-1 L1-1 L1-1 L1-1 L1-1 L1-3 L1-3 L1-3 L1-3 L1-3 L1-3 L1-3 L1-3 INV1-1 INV1-1 L1-5 L1-5 L1-5 INV1-1 INV1-1 L1-5 L1-5 L1-5 INV1-1 L1-5 L1-5 L1-5 L1-2 INV1-3 INV1-3 INV1-3 INV1-3 L1-2 L1-2 L1-2 L1-2 L1-2 L1-2 L1-2 L1-2 L1-2 L1-2 L1-2 L1-2 INV1-4 INV1-4 INV1-4 INV1-4 INV1-4 INV1-4 INV1-4 INV1-4 INV1-4 INV1-2 INV1-2 INV1-2 INV1-2 INV1-2 L1-4 L1-4 L1-4 L1-4 L1-4 L1-4 L1-4 L1-4 L1-2 L1-6 L1-6L1-6 L1-6 L1-6 L1-6 L1-6 L1-8 L1-8 L1-8 L1-8 L1-8 L1-2 L1-2 L1-7 L1-7 L1-7 INV1-3 INV1-3 INV1-3 L1-10 INV1-6 INV1-6 L1-10 L1-10 L1-10 L1-10 L1-10 L1-10 L1-10 L1-10 L1-10 L1-10 L1-10 L1-10 L1-10 L1-10 L1-10 L1-10 L1-10 L1-12 L1-12 L1-12 L1-12 L1-12 INV1-6 L1-12 INV1-6 INV1-6 L1-12 INV1-6 L1-12 L1-12 INV1-6 INV1-6 L1-12 INV1-6 L1-12 L1-12 INV1-6 L1-12 L1-12 L1-12 L1-14 L1-14 L1-14L1-14 L1-14 INV1-8 L1-14 INV1-8 L1-14INV1-8 INV1-8 INV1-8 INV1-8 INV1-8 INV1-8 INV1-8 L1-14 INV1-8 L1-14 L1-14 L1-14 L1-14 L1-14L1-11 L1-13 L1-13 L1-13 L1-13 L1-13 L1-13 L1-13 L1-13 L1-13 L1-13 L1-13 L1-13 L1-13 L1-13 L1-13 L1-13 L1-11 L1-11 L1-11 L1-15 L1-15 L1-15 L1-15 L1-15 L1-16 L1-16 L1-16 L1-16 L1-16 1111 PROJECT NUMBER: CLIENT: PHASE: SHEET TITLE: SHEET: All drawings and written materials apperaing herein constitute the original and unpublised work of the designer and the same may not be duplicated, used, or disclosed without the written consent of the designer. REVISIONS: 2222 NE OREGON ST. SUITE 101 PORTLAND, OR 97232 PHONE: 503.702.2575 WWW.SALAZARCH.COM DRAWN BY: CHECKED BY: DATE CREATED: Salazar Architect, Inc. # DATE DESCRIPTION 2321 SHELTER II AT EAST BEAMER 1901 EAST BEAMER STREET WOODLAND, CA 95776 APN:027-360-042 THURMOND CONSULTING 2122 NATOMAS CROSSING SUITE 200-288 SACRAMENTO, CA 95834 75% CONSTRUCTION DOCUMENTS 10/02/24 E-301 EDC EDC LEVEL 01 - LIGHTING PLAN 1 SCALE: LEVEL 01 - LIGHTING PLAN 3/16" = 1'-0" N GENERAL NOTES A. ALL ITEMS LISTED OR SHOWN SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR, UON. B. DEVICE LOCATIONS ARE DIAGRAMMATIC. EXACT DEVICE LOCATIONS SHALL BE COORDINATED WITH OTHER DISCIPLINES. C. REFER TO ARCHITECTURAL DRAWINGS FOR LUMINAIRE MOUNTING HEIGHTS AND EXACT LOCATIONS. SHEET NOTES 1. NEW LIGHTING FIXTURES IN THIS ROOM SHALL BE FED FROM NEAREST AVAILABLE ELECTRICAL PANEL OF EXISTING BUILDING. CONTRACTOR TO VERIFY IN FIELD. #

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STORAGE LINEN 425 SF LAUNDRY 114 PANEL 'LA' 3' AFF 3' AFF 3' AFF 3' AFF 3' AFF 3' AFF 3' AFF 3' AFF 3' AFF 3' AFF GFCI OS OS GFCI LA-17LA-1,3LA-19 LA-21 LA-23 LA-18 LA-20 LA-22 LA-24 LA-5,7 LA-9,11 LA-13,15 LA-2,4 LA-6,8 LA-10,12 LA-14,16 LA-28 LA-26 LA-26 LA-26 100 SF ELECTRICAL 123 PANEL 'L1' INV1, SEE DETAIL: PANEL 'M1' PANEL 'R1' GFCI GFCI SPACE RESERVED FOR PV DISCONNECT 3 E-701 1/2"C TO DATA ROOM, MOUNTED ABOVE CEILING, SEE FLOOR PLANS. MSB & DP 1 EQUIPMENT PAD UNDERGROUND CONDUITS TO UTILITY TRANSFORMER 2 GFCI EQUIPMENT PAD 1 4 E-801 R1-1 R1-1 R1-1 R1-2 80 SF MECHANICAL UTILITY 145 PANEL 'R2' PANEL 'R3' GFCI GFCI GFCIR2-1 R2-1 R2-1 20x20 20x20 20x20 20x20
20x20
20x20
3'-6"
60 24 x
60 24 x 60 24 x 60 24 x 36 24 x 48 21 X 48 21 X 54 24 x 54 24 x 48 24 x 48 24 x
42 24 x 42 24 x
42 24 x 42 24 x
42 24 x 42 24 x
54 24 x 60 21/ 921 SF COMMERCIAL KITCHEN 119 W6 87 SF PANTRY 119E 174 SF REFRIGERATOR 119F 97 SF FREEZER 119G 57 SF RESTROOM 119C 53 SF OFFICE 119B 100 SF ELECTRICAL 123 PANEL 'L1' INV1, SEE DETAIL: PANEL 'M1' PANEL 'R1' GFCI GFCI +48" AFF J +18" AFF E13 E12 J +18" AFF E11 GFCI +36" AFF E6 GFCI +36" AFF E6 +18" AFF J E7 J +48" AFF E3 E5 +74" AFF J +74" AFF J +108" AFF J J +86" AFF PANEL 'K1' E1 E10 GFCI +40" AFF E14 GFCI +38" AFF E18 GFCI +38" AFF E15 +38" AFF GFCI E17 GFCI J +88" AFF E4 SPACE RESERVED FOR PV DISCONNECT OS OS OS OS 3 E-701 1/2"C TO DATA ROOM, MOUNTED ABOVE CEILING, SEE FLOOR PLANS. MSB & DP 1 EQUIPMENT PAD UNDERGROUND CONDUITS TO UTILITY TRANSFORMER 2 GFCI EQUIPMENT PAD 1 4 E-801 R1-1 R1-1 R1-1 R1-2 R1-3 R1-3 R1-3R1-3 R1-5 K1-1 K1-37,39,41 K1-38,40,42 K1-2 K1-32,34,36 K1-3 K1-5,7 K1-4 K1-6 K1-8 K1-10 K1-9 K1-12 K1-11 K1-13 E8 K1-14 GFCI K1-35 60 SF DATA 110 R1-4 R1-4 R1-6 R1-6 R1-6 PROJECT NUMBER: CLIENT: PHASE: SHEET TITLE: SHEET: All drawings and written materials apperaing herein constitute the original and unpublised work of the designer and the same may not be duplicated, used, or disclosed without the written consent of the designer. REVISIONS: 2222 NE OREGON ST. SUITE 101 PORTLAND, OR 97232 PHONE: 503.702.2575 WWW.SALAZARCH.COM DRAWN BY: CHECKED BY: DATE CREATED: Salazar Architect, Inc. # DATE DESCRIPTION 2321 SHELTER II AT EAST BEAMER 1901 EAST BEAMER STREET WOODLAND, CA 95776 APN:027-360-042 THURMOND CONSULTING 2122 NATOMAS CROSSING SUITE 200-288 SACRAMENTO, CA 95834 75% CONSTRUCTION DOCUMENTS 10/02/24 E-401 EDC EDC ENLARGED ELECTRICAL ROOMS 1 SCALE: ENLARGED ELECTRICAL RM. 123 1/2" = 1'-0" GENERAL NOTES SHEET NOTES 1. COORDINATE PAD MOUNT WITH ARCHITECT. FOR PAD MOUNT REQUIREMENTS, SEE DETAIL: 2. 2" CONDUIT FOR SMART METERING STUBBED OUT TO BUILDING EXTERIOR. COORDINATE FINAL LOCATION WITH ARCHITECT AND UTILITY SERVICE. A. ALL ITEMS LISTED OR SHOWN SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR, UON. B. PROVIDE POWER TO HVAC AND PLUMBING EQUIPMENT. F/I JUNCTION BOX MOUNTED ABOVE CEILING / FLUSH MOUNTED ON WALL AS SHOWN ON PLANS. FOR 1 PHASE LOADS, F/I LOCKABLE BREAKER. FOR 2 PHASE LOADS, F/I LOCAL HP RATED TOGGLE SWITCH. FOR 3 PHASE LOADS, F/I LOCAL DISCONNECT SWITCH. COORDINATE EXACT LOCATION, CONTROL, AND POWER REQUIREMENTS WITH MECHANICAL AND PLUMBING DRAWINGS. REFER TO SHEET E00.2 FOR EQUIPMENT FEEDER SCHEDULE. C. PROVIDE POWER TO THERMOSTATS. COORDINATE POWER REQUIREMENTS WITH MANUFACTURER. COORDINATE EXACT LOCATION AND MOUNTING HEIGHT WITH MECHANICAL DRAWINGS. D. FOR PLUG LOAD CONTROLLED RECEPTACLES: · QUAD RECEPTACLE - F/I SPLIT DUPLEX RECEPTACLE WITH ONE CONTROLLED AND ONE UNCONTROLLED RECEPTACLE PER CEC 130.5(D). · DUPLEX RECEPTACLE - CONTROLLED RECEPTACLE. E. ROOM WITH EQUIPMENT RATED 800A OR MORE AND WHERE THE DOORS ARE LESS THAN 25' FROM NEAREST EDGE OF WORKING SPACE MUST HAVE DOORS THAT SWING OUT IN THE DIRECTION OF EGRESS WITH LISTED PANIC HARDWARE. F. SWITCHBOARDS AND PANELBOARDS SHALL BE LOCATED IN DEDICATED SPACES AND PROTECTED FROM DAMAGE PER NEC 110.26(E)(1) AND/OR (2). G. ENSURE THAT SPACE DIRECTLY ABOVE THE PRIMARY ELECTRIC SERVICE EQUIPMENT IS FREE OF PIPES OR DUCTS FOREIGN TO THE ELECTRICAL INSTALLATION PER NEC 110.34(F). H. FURNISH AND INSTALL ARC-FLASH HAZARD WARNINGS ON THE PRIMARY SWITCHGEAR PER NEC 110.16. MARKINGS AND LABELING SHALL MEET THE REQUIREMENTS OF NEC 110.21(B). I. ENSURE PRIMARY SWITCHGEAR ROOM DOORS HAVE PANIC HARDWARE AND ARE CAPABLE OF BEING SECURED IN AN OPEN POSITION. 2 SCALE: ENLARGED MECHANICAL/UTILITY RM. 145 1/2" = 1'-0" 3 SCALE: ENLARGED KITCHEN RM. 119 1/4" = 1'-0" 4 SCALE: ENLARGED LAUNDRY RM. 114 1/4" = 1'-0" 5 SCALE: ENLARGED DATA RM. 110 1/2" = 1'-0" # 5 E-801

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GAS AND SPRINKLER PIPE MPOE ROOM GROUND BUS (MSB ONLY) GROUND RISER - 3/0 AWG #3/0 AWG BUS BAR IN SWITCHBOARD CONCRETE ENCASED GROUNDING ELECTRODE BUILDING STEEL #3/0 AWG 2-3/4" X 12' GROUND ROD, 3/0 AWG COPPER #3/0 AWG #3/0 AWG PIPE WATER COLD PANEL 'M1' RM. 123 GROUND LEVEL PANEL 'R1' RM. 123 22 KAIC 22 KAIC ROOF MSB - ELECTRICAL - RM. 123 800A, 120/208V, 3ɸ, 4W, 65KAIC 400A 3P 150A 3P F150 F400 400A 3P F400 800A 3P 225A 3P F225 PANEL 'L1' RM. 123 22 KAIC 150A 3P F100 'INV1' - RM. 123 INVERTER SIZED FOR EGRESS PATH LIGHTING LOADS 100A 3P SPARE 200A 3P SPARE (3) 5"C TO UTILITY TRANSFORMER 2 1 3 SERVICE GROUND SEE DETAIL: 2 E-701 3/0 AWG PV (FUTURE) REFER TO SOLAR DRAWINGS FOR INVERTER AND DISCONNECT LOCATIONS (1) 3"C EMT PANEL 'R2' RM. 145 22 KAIC 150A 3P F150 M 200A 3P 150A 3P PANEL 'K1' RM. 119 22 KAIC PANEL 'LA' RM. 114 22 KAIC PANEL 'R3' RM. 145 22 KAIC F150 CONDUITS AND CABLES PROVIDED BY UTILITY SERVICE CEILING 91.5" GENERAL NOTES: 1. FOR EQUIPMENT PAD, SEE DETAIL: 2 E-801 102" 2" 2" UTILITY SERVICE FINISHED FLOOR PROJECT NUMBER: CLIENT: PHASE: SHEET TITLE: SHEET: All drawings and written materials apperaing herein constitute the original and unpublised work of the designer and the same may not be duplicated, used, or disclosed without the written consent of the designer. REVISIONS: 2222 NE OREGON ST. SUITE 101 PORTLAND, OR 97232 PHONE: 503.702.2575 WWW.SALAZARCH.COM DRAWN BY: CHECKED BY: DATE CREATED: Salazar Architect, Inc. # DATE DESCRIPTION 2321 SHELTER II AT EAST BEAMER 1901 EAST BEAMER STREET WOODLAND, CA 95776 APN:027-360-042 THURMOND CONSULTING 2122 NATOMAS CROSSING SUITE 200-288 SACRAMENTO, CA 95834 75% CONSTRUCTION DOCUMENTS 10/02/24 E-701 EDC EDC SINGLE LINE DIAGRAM 2 SCALE: SERVICE GROUND DETAIL SCHEMATIC 1. THIS BREAKER SHALL HAVE AN ENERGY-REDUCING MAINTENANCE SETTING WITH LOCAL STATUS INDICATOR IN ACCORDANCE WITH NEC 240.87(3). 2. SERVICE CONDUCTORS PROVIDED AND PULLED BY UTILITY SERVICE. TO BE LOCATED OUTSIDE THE BUILDING AND INSTALLED PER NEC 230.6. COORDINATE EXACT LOCATION WITH JOINT TRENCH DRAWINGS. 3. 2"C ONLY FOR SFPUC SMART METER TO BUILDING EXTERIOR WALL OF ELECTRICAL RM. 123. 1/2"C TO TELECOM ROOM WITH CAT6 FOR UTILITY SERVICE USE. SHEET NOTES # 1 SCALE: SINGLE LINE DIAGRAM 3 SCALE: SCHEMATIC MSB ELEVATION SCHEMATIC

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48" DOORBELL
15"
48" MAX
90" DOOR OPENING PHONE/DATA/CATV/AV OUTLET TELEPHONE ENTRY SYSTEM

7.5"
42"ELECTRICAL RECEPTACLE ACCESSIBLE PUSH PLATE ACCESSIBLE KICK PLATE FINISHED FLOOR NOTE: A. COORDINATE ALL MOUNTING HEIGHTS WITH ARCHITECT. HIGHEST OPERABLE PART SECURITY CAMERA 96" UON CALL BOX EMERGENCY PHONE DOORBELL CHIME/STROBE REQUEST TO EXIT MOTION FIRE ALARM HORN/STROBE LOAD CENTER HIGHEST BREAKER HANDLE 48" MAX WITHOUT OBSTRUCTION AT MOBILITY UNITS CARD 4"READER
44" MAX MAXIMUM 24" REACH (SIDE APPROACH) OR 25" (FRONT APPROACH) ADD EXTENSION TO BOX IF REQUIRED DUE TO COUNTER DEPTH. LIGHT SWITCH DB LA LOCAL ALARM MS INTRUSION MOTION SENSOR RXDC KEYPAD 1 POWER AND SIGNAL MOUNTING HEIGHT DETAIL (NOT ALL SYMBOLS USED) SCALE: SCHEMATIC CAST METAL, 2-GANG, NEMA 3R JUNCTION BOX WITH THREADED HUBS. ELEVATION SECTION "A-A" 460 mm
(18" MAX)
305 mm
(12" MAX) AA 8 ROOFTOP RECEPTACLE MOUNTING SCALE: SCHEMATIC 6 DISCONNECT SWITCH MOUNTING DETAIL SCALE: SCHEMATIC 7 ROOFTOP CONDUIT MOUNTING SCALE: SCHEMATICUV-INHIBITED POLYCARBONATE OR HIGH-DENSITY POLYPROPYLENE PLASTIC BLOCK, LENGTH AS REQUIRED LOCKING SQUARE WASHER & LOCKNUT 3/8" MIN. GALVANIZED THREADED ROD, TYP. REFER TO PLANS FOR QUANTITY & SIZE OF CONDUITS CONDUIT CLAMP. SIZE AS REQUIRED INTEGRAL GALVANIZED LIPPED STEEL MOUNTING CHANNEL SIDE VIEW TOP VIEW 5'-0" MAX. 1-5/8"x1-5/8" BUILDING CHANNEL OR EQUAL RIGID STEEL CONDUIT, TYP. TWO HOLE UNITSTRUT SUPPORT #F1326 IN EACH CORNER, TYP. WATERTIGHT FLEXIBLE CONDUIT WHIP FROM DISCONNECT TO PUMP HOUSEKEEPING PAD B-LINE POST BASE #B278 LOCATE DISCONNECT SWITCH AS SHOWN ON PLANS TO MAINTAIN NEC 110-16 CLEARANCE REQUIREMENTS CAST METAL "WHILE-IN-USE" WP COVER(S) & RECEPTACLE(S) RIGID STEEL CONDUIT FOR SUPPORT PER N.E.C. ART. 314 RIGID STEEL CONDUIT FOR WIRING ROOF PENETRATION AND CONDUIT SUPPORT PER SD260533-05 GFCI RECEPTACLE ABOVE COUNTER COUNTER 4 LIGHTING INVERTER WITH INTEGRATED PANELBOARD DETAIL SCALE: SCHEMATIC INPUT FEED BREAKER MUST BE THERMAL-MAGNETIC, HIGH INRUSH (TRIP CURVE RATING MINIMUM, 8 TIMES NOMINAL AMP RATING FOR .25 SECOND) CENTRAL INVERTER SYSTEM ACCESS CLEARANCE: 6" SIDES; 6" TOP; 36" FRONT ELECTRICAL ONE-LINE MECHANICAL OUTLINE Hz 60 * # OF PHASES AMPS/PHASE SERVICE REQ. * WIRING 30 MAX. 40A 2W+G 1 AC INPUT VOLTAGE EMERGENCY 208VAC NORMAL 5YP - 5-YEAR PREVENTATIVE MAINTENANCE PLAN, START UP INCLUDED; MODEL #: X-IE-X-G-BA20XX-I-Z-5YP SERIES IE 5kW/kVA ELECTRICAL & MECHANICAL PROPOSAL EMERGENCY POWER SYSTEMS 15 SECOND INVERTER RETRANSFER DELAY UPON RETURN OF UTILITY POWER SYSTEM DISPLAY PANEL CONTROLS, METERING AND ALARMS AS INDICATED BATTERY WARRANTY: 1 FULL YEAR, 9 YEAR PRORATA SEALED LEAD CALCIUM VRLA/AGM (BAT-CG12105) BATTERY DATA STANDARD FEATURES ELECTRONICS WARRANTY: 1 YEAR FULL (PARTS, LABOR & TRAVEL) SYSTEM OPTIONS 65K AIC SHORT CIRCUIT RATING RS232 COMMUNICATIONS INTERFACE SELF TESTING/LOGGING PER NFPA 101 INPUT CIRCUIT BREAKER (SEE PRODUCT CUT SHEET OR CATALOG) BATTERIES INCLUDED FOR 90 MINUTE RUN OUTPUT NORMALLY ON 60120VAC NORM. 120VAC EMERG. 20 MAX. 2W+G AC OUTPUT TOTAL OUTPUT LOAD NOT TO EXCEED UNIT VA Hz # OF PHASES AMPS/PHASE WIRING 1 VOLTAGE VOLTAGE 4 1 3/4" ID,2"OD TYP CONDUIT KNOCKOUT 19 4137 26 4 1 1 43 8 21 21 5 13 * 3 4 8 8 4 2283 INVERTER/BATTERY CABINET 30"W x 47"H x 25"DP (NEMA TYPE 1) APPROX. WEIGHT: 1182 lbs SPECIFIED CONDUIT KNOCKOUT LOCATIONS ARE TYPICAL ON TOP AND BOTTOM OF CABINET. DIMENSIONS ON LEFT SIDE ARE TYPICAL TO BOTH SIDES OF ALL CABINETS. * SYSTEM OUTPUT IS MAIN LUG; OUTPUT BREAKERS OPTIONAL OPTIONAL OUTPUT BREAKERS OPTIONAL OUTPUT BREAKERS NORMALLY OFF OUTPUT VOLTAGE AMPS/PHASE WIRING VOLTAGE # OF PHASESHz 0VAC NORM. 120VAC EMERG. 60120 MAX. 2W+GPad-Mounted Equipment Bottom Frame CONCRETE PAD 5 EQUIPMENT CONCRETE PAD DETAIL SCALE: SCHEMATIC GENERAL NOTES: 1. FOR MSB AND DISTRIBUTION PANEL, PAD-MOUNTED EQUIPMENT MUST BE SET BACK LESS THAN 2 INCHES FROM THE FRONT EDGE OF A RAISED PAD. AND THE CONCRETE PAD MUST BE LESS THAN 2 INCHES ABOVE THE GROUND OR FLOOR.* 2. FOR LIGHTING INVERTER, PAD MOUNT SHALL BE 3" HIGH AND 4" AROUND EDGE OF EQUIPMENT. *THIS IS BASED FROM PG&E ELECTRICAL & GAS SERVICE REQUIREMENTS MANUAL, SECTION 5.4.4. - 2" FOR MSB AND DP - 4" FOR LIGHTING INVERTER - 2" FOR MSB AND DP - 3" FOR LIGHTING INVERTER #10 SHEET METAL SCREWS EACH CORNER OF LIGHT FIXTURE TO CEILING GRID CEILING GRID(TYP.) RECESSED LIGHT FIXTURE AT OPPOSITE CORNER 4 - # 12 GAUGE SLACK SAFETY WIRES SECURELY FASTEN WIRE TO STRUCTURE ABOVE. NOTE: S.A.D. FOR ADDITIONAL FIXTURE SUPPORT DETAILS 2 LIGHTING FIXTURE - RECESSED MOUNT DETAIL SCALE: SCHEMATIC 3 LIGHTING FIXTURE - SURFACE MOUNT DETAIL SCALE: SCHEMATIC PROVIDE #10 X 2" SCREWS: - 4@ 2' X 3' LIGHT FIXTURES - 2 @ 1' X 4' LIGHT FIXTURES FIXTURE HOUSING 2 X 6 BLOCK AT EACH SCREW 2-16d EACH END CEILING MATERIAL GYPSUM BOARD PROJECT NUMBER: CLIENT: PHASE: SHEET TITLE: SHEET: All drawings and written materials apperaing herein constitute the original and unpublised work of the designer and the same may not be duplicated, used, or disclosed without the written consent of the designer. REVISIONS: 2222 NE OREGON ST. SUITE 101 PORTLAND, OR 97232 PHONE: 503.702.2575 WWW.SALAZARCH.COM DRAWN BY: CHECKED BY: DATE CREATED: Salazar Architect, Inc. # DATE DESCRIPTION 2321 SHELTER II AT EAST BEAMER 1901 EAST BEAMER STREET WOODLAND, CA 95776 APN:027-360-042 THURMOND CONSULTING 2122 NATOMAS CROSSING SUITE 200-288 SACRAMENTO, CA 95834 75% CONSTRUCTION DOCUMENTS 10/02/24 E-801 EDC EDC ELECTRICAL DETAILS

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PROJECT NUMBER: CLIENT: PHASE: SHEET TITLE: SHEET: All drawings and written materials apperaing herein constitute the original and unpublised work of the designer and the same may not be duplicated, used, or disclosed without the written consent of the designer. REVISIONS: 2222 NE OREGON ST. SUITE 101 PORTLAND, OR 97232 PHONE: 503.702.2575 WWW.SALAZARCH.COM DRAWN BY: CHECKED BY: DATE CREATED: Salazar Architect, Inc. # DATE DESCRIPTION 2321 SHELTER II AT EAST BEAMER 1901 EAST BEAMER STREET WOODLAND, CA 95776 APN:027-360-042 THURMOND CONSULTING 2122 NATOMAS CROSSING SUITE 200-288 SACRAMENTO, CA 95834 75% CONSTRUCTION DOCUMENTS 10/02/24 P-001 EDC EDC PLUMBING TITLE SHEET SYMBOL ABBR DESCRIPTION CVUNGV CHECK VALVE UNION GATE VALVE PRV GCBV BLNV BFV PTRV PG RPBP CS PRESSURE REDUCING VALVE GAS COCK BALL VALVE CIRCUIT SETTER BUTTERFLY VALVE THERMOMETER REDUCED PRESSURE BACKFLOW PREVENTER PRESSURE GAUGE WITH GAUGE COCK PRESSURE AND TEMPERATURE RELIEF VALVE BALANCING VALVE PETE'S PLUG HB HOSE BIBB SANITARY SEWER (ABOVE FLOOR OR OVERHEAD) SANITARY VENT SSVIW INDIRECT WASTE SANITARY SEWER (UNDERGROUND/UNDERSLAB) COLD WATER SUPPLY HWHWR CWTW TEMPERED WATER HOT WATER SUPPLY HOT WATER RECIRCULATING G NATURAL GAS - LOW PRESSURE PIPE BREAK FCO, COTG FLOOR CLEANOUT OR CLEANOUT TO GRADE PIPE RISER UP (ELBOW) PIPE RISER DOWN (ELBOW) CD CONDENSATE DRAIN DRAWING NUMBER DETAIL NUMBER DRAWING NUMBER SECTION NUMBER UNIT NUMBER EQUIPMENT TYPE 1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF TITLE 24 OF THE CALIFORNIA CODE OF REGULATIONS (C.C.R.), 2022 CPC. 2. ALL SYSTEMS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY, FEDERAL AND STATE CODES AND ORDINANCES, AND SHALL MEET ALL REQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION. 3. DRAWINGS SHOWING THE LOCATIONS OF PLUMBING EQUIPMENT, PIPING, ETC. ARE DIAGRAMMATIC AND JOB CONDITIONS WILL NOT ALWAYS PERMIT THEIR INSTALLATION ON THE LOCATIONS SHOWN. THE PLUMBING DRAWINGS SHOW THE GENERAL ARRANGEMENTS OF EQUIPMENT, PIPING, ETC. AND SHALL BE FOLLOWED AS CLOSELY AS ACTUAL BUILDING CONSTRUCTION AND THE WORK OF OTHER TRADES WILL PERMIT. THE ARCHITECTURAL DRAWINGS SHALL BE PART OF THE WORK INSOFAR AS THESE DRAWINGS FURNISH THE CONTRACTOR WITH INFORMATION RELATING TO DESIGN AND CONSTRUCTION OF THE BUILDING. 4. FURNISH AND INSTALL ANY INCIDENTAL WORK NOT SHOWN OR SPECIFIED WHICH ARE NECESSARY TO PROVIDE A COMPLETE AND WORKABLE SYSTEM. 5. PRIOR TO SUBMISSION OF BID, REVIEW FULL SET OF NEW CONSTRUCTION DRAWINGS (INCLUDING ALL OTHER TRADES). INCLUDE ANY ADDITIONAL PIPE OFF-SETS THAT ARE NOT CURRENTLY SHOWN ON DRAWINGS BUT MAY BE REQUIRED TO CLEAR STRUCTURE, FINISHES OR WORK OF OTHER TRADES. NO EXTRA PAYMENT WILL BE ALLOWED FOR WORK RESULTING FROM LACK OF PROPER INITIAL APPRAISAL OF ENTIRE SCOPE OF WORK. SUBMIT REQUESTS FOR INFORMATION (RFIS) AS REQUIRED TO ANSWER ANY QUESTIONS THAT MAY ARISE DURING BIDDING PHASE. CLEARLY INDICATE SCOPE INCLUSION AND EXCLUSION IN BID. 6. FOR PLUMBING PIPING PENETRATING THRU, UNDER AND PARALLEL TO JOISTS, BEAMS AND FOOTINGS, SEE STRUCTURAL DETAILS. PIPE INSTALLATION OTHER THAN SHOWN ON STRUCTURAL DETAILS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. 7. FOR EXACT LOCATIONS OF PLUMBING FIXTURES, SEE ARCHITECTURAL DRAWINGS. 8. FOR EXACT LOCATIONS OF ROOF DRAINS AND OVERFLOW ROOF DRAINS, SEE ARCHITECTURAL DRAWINGS AND DETAILS. 9. COORDINATE WITH CIVIL DRAWINGS FOR SITE CONNECTIONS TO THE FIRE, COLD WATER, GAS, SANITARY SEWER AND STORM DRAIN STUBOUTS. 10. PROVIDE CLEANOUTS ON DRAINAGE LINES IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE AND AS INDICATED ON THE DRAWINGS. 11. ALL STORM DRAIN PIPING SHALL BE SLOPED AT 1/8" PER FOOT UNLESS OTHERWISE NOTED ON THE DRAWINGS. 12. ALL SANITARY SEWER PIPING SHALL BE SLOPED AT 1/4" PER FOOT FOR PIPING LESS THAN 4" IN DIAMETER AND AT 1/8" PER FOOT FOR PIPES 4" OR GREATER UNLESS NOTED OTHERWISE. 13. PROVIDE DEEP SEAL TRAPS ON ALL FLOOR DRAINS AND FLOOR SINKS IN THE MECHANICAL ROOMS. 14. ALL PLUMBING EQUIPMENT SHALL BE SECURELY FASTENED TO THE BUILDING STRUCTURES. 15. WHERE MAIN PIPE SIZE IS NOT INDICATED BETWEEN BRANCH CONNECTIONS ON THE DRAWING, THE PIPE SIZE SHALL BE OF THE PRECEDING PIPE SIZE. 16. ALL VALVES AND ACCESSORIES SHALL BE FULL LINE SIZE. PROVIDE ALL NECESSARY UNIONS, REDUCERS AND STOPS AS REQUIRED WHEN CONNECTING TO EACH FIXTURE AND/OR EQUIPMENT. 17. KEEP ALL PLUMBING PIPING AS HIGH AS POSSIBLE TO THE STRUCTURE ABOVE AND OFFSET PIPING AS REQUIRED. 18. INSTALL ACCESS PANELS IN ALL NON-ACCESSIBLE CEILINGS AND WALLS FOR VALVES AND OTHER MAINTENANCE ITEMS. REFER TO ARCHITECTURAL PLANS FOR TYPES OF CEILINGS AND WALLS. INSTALL SECURITY ACCESS PANELS IN SECURITY CEILINGS AND WALLS. INSTALL FIRE RATED ACCESS PANELS IN FIRE RATED CEILINGS AND WALLS, SEE SPECIFICATIONS. ALL ACCESS PANEL/DOOR LOCATIONS SHALL BE APPROVED BY THE ARCHITECT. OFFSET PLUMBING PIPING AND ACCESSORIES AS REQUIRED. 19. CLOSELY COORDINATE WORK WITH ALL TRADES. 20. FOR ANY CONFLICT IN THE DRAWINGS AND/OR SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL APPLY. ANY SUCH CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER FOR RESOLUTION PRIOR TO THE CONSTRUCTION OF SUCH ITEMS. 21. CHANGES IN THE DIRECTION OF DRAINAGE FLOW SHALL BE PER CALIFORNIA PLUMBING CODE. 22. ALL SANITARY VENTS SHALL TERMINATE AT LEAST 6" ABOVE ROOF AND AT LEAST 12" FROM ANY VERTICAL SURFACE. PROVIDE MINIMUM 10' CLEARANCE FROM VENT TERMINATIONS TO OUTSIDE AIR INLETS OR OPENINGS IN THE BUILDING. 23. PROVIDE VALVES WHERE SHOWN ON FLOOR PLAN AND PIPING DIAGRAMS. 24. ALL PIPING PENETRATION THROUGH RATED WALLS AND FLOORS SHALL BE SEALED WITH UL-LISTED AND CALIFORNIA FIRE MARSHAL LISTED SEALANTS. SEE ARCHITECTURAL DRAWINGS FOR ALL LOCATIONS. 25. PROVIDE DIELECTRIC INSULATING CONNECTIONS BETWEEN ALL DISSIMILAR METALS. 26. PROVIDE INSULATION ON HW AND HWR PIPING AS REQUIRED BY CALIFORNIA ENERGY CODES. 27. PROVIDE TEMPERATURE AND PRESSURE RELIEF VALVES AND DRAIN PIPING PER CALIFORNIA PLUMBING CODE. 1. 2022 BUILDING STANDARD ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R. 2. 2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.; 3. 2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.; 4. 2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R.; 5. 2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.; 6. 2022 CALIFORNIA ENERGY CODE, PART 6, TITLE 24 C.C.R.; 7. 2022 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24, C.C.R.; 9. 2022 CALIFORNIA EXISTING BUILDING CODE, PART 10, TITLE 24 C.C.R; 10. 2022 CALIFORNIA "GREEN" BUILDING REQUIREMENTS, PART 11, TITLE 24 C.C.R (PENDING ADOPTION) 11. 2022 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24, C.C.R. 12. TITLE 19, CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS NFPA 13, AUTOMATIC SPRINKLER SYSTEM, CURRENT EDITION NFPA 24, PRIVATE FIRE SERVICE MAINS, CURRENT EDITION REFERENCE CODE SECTION FOR NFPA STANDARDS - CBC(SFM) 3504.1 TITLE 24 C.C.R. ACCESSIBILITY STANDARDS AMERICAN WITH DISABILITIES ACT - 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN SCOPE OF WORK APPLICABLE CODES GENERAL PLUMBING NOTES SYMBOLS NOTE: NOT ALL SYMBOLS APPLY ABBREVIATIONS NOTE: NOT ALL ABBREVIATIONS APPLY T-1 PLUMBING FIXTURE IDENTIFICATION ABC ABOVE CEILING (OVERHEAD) AC AIR CONDITIONING AFF ABOVE FINISHED FLOOR AG ABOVE GRADE AMP AMPERES ARCH ARCHITECTURAL BFF BELOW FINISHED FLOOR BG BELOW GRADE BHP BRAKE HORSEPOWER BLDG BUILDING BOF BOTTOM OF FOOTING BTU BRITISH THERMAL UNIT BTUH BRITISH THERMAL UNIT PER HOUR CFH CUBIC FEET PER HOUR CLG CEILING CONC CONCRETE COTG CLEAN OUT TO GRADE DIA DIAMETER (E) EXISTING EA EACH EFF EFFICIENCY ELEC ELECTRICAL EWT ENTERING WATER TEMPERATURE FD FLOOR DRAIN FT FOOT OR FEET FP FIRE PROTECTION FU FIXTURE UNIT GA GAUGE GAL GALLON GALV GALVANIZED GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GW GREASE WASTE H&CW HOT AND COLD WATER HD HEAD HP HORSEPOWER HVAC HEATING, VENT & AIR CONDITIONING ID INSIDE DIAMETER IE INVERT ELEVATION IN INCH KW KILOWATTS LAB LABORATORY LBS POUNDS LVL LEVEL LWT LEAVING WATER TEMPERATURE MAX MAXIMUM MBH THOUSAND BTU PER HOUR MIN MINIMUM MISC MISCELLANEOUS N/A NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD PD PRESSURE DROP POC POINT OF CONNECTION POD POINT OF DEMOLITION PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE RIO ROUGH-IN ONLY RPM REVOLUTIONS PER MINUTE SAD SEE ARCHITECTURAL DRAWINGS SCD SEE CIVIL DRAWINGS SED SEE ELECTRICAL DRAWINGS SMD SEE MECHANCAL DRAWINGSSLSLOPE SP STATIC PRESSURE SPECS SPECIFICATIONS STD STANDARD STRUCT STRUCTURAL TDH TOTAL DYNAMIC HEAD TEMP TEMPERATURE TYP TYPICAL UF UNDERFLOOR UG UNDERGROUND UON UNLESS OTHERWISE NOTED V VENT OR VOLTS VTR VENT THROUGH ROOF W WATTS WT WEIGHT WCO, CO WALL CLEANOUT OR CLEANOUT MAIN WATER SHUT FOR BUILDING PLUMBING SHEET NOTE P-001 PLUMBING TITLE SHEET P-201 LEVEL 01 PLUMBING PLANS P-203 ROOF PLUMBING PLANS P-301 ENLARGED H&CW PLUMBING PLAN P-302 ENLARGED SS&V PLUMBING PLAN P-801 PLUMBING DETAILS P-802 SS & V ISOMETRIC PLAN SHEET INDEX 1P-11P-1 WH1 1 1. PROVIDE WATER, SEWER AND VENT SYSTEMS TO CONNECT TO NEW PLUMBING SYSTEMS. 2. PROVIDE WATER HEATERS AS SCHEDULED AND HOT WATER SYSTEM TO PLUMBING FIXTURES. COMPLETE CA ENERGY CODE (TITLE 24) INSTALLATION FORMS AT JOB COMPLETION. REFER TO SHEETS T0.1 THROUGH T0.10. CERTIFICATES OF INSTALLATION NRCI-PLB-01-E AND NRCI-PLB-02-E ARE REQUIRED. MG NATURAL GAS - MEDIUM PRESSURE STORM DRAIN TO FLOW-THRU-PLANTER STORM DRAIN OVERFLOW DRAIN (FOR ROOF DRAINS) SD SD-FTP OD FIRE PROTECTION DEFERRED SUBMITTAL NOTES 1. ALL FIRE PROTECTION WORK FOR THE PROJECT WILL BE DEFERRED SUBMITTAL BY A QUALIFIED DESIGN/BUILD FIRE PROTECTION CONTRACTOR. FIRE PROTECTION SYSTEM IS TO INCLUDE A NEW CONNECTION TO PUBLIC WATER MAIN IN STREET, ONE ENTRY RISER FOR THE PROPERTY, AN ELECTRIC MOTOR FIRE PUMP WITH JOCKEY PUMP IF HYDRAULIC CALCULATIONS INDICATE NEED, INTERIOR LATERALS AND MULTIPLE RISERS WITHIN THE BUILDING AS NEEDED. 2. REFER TO SPECIFICATIONS FOR MATERIALS, METHODS OF CONSTRUCTION AND ADDITIONAL INFORMATION. 3. WORK INCLUDES DESIGN AND INSTALLATION OF A COMPLETE FIRE PROTECTION SYSTEM FOR THE FACILITY. FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR ALL WORK, INCLUDING SHOP DRAWING PREPARATION, NECESSARY FOR A COMPLETE AND FULLY FUNCTIONAL SYSTEM. 4. PERFORM ALL DESIGN AND INSTALLATION WORK IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF NFPA AND ALL GOVERNING BUILDING CODES, REGULATIONS, ORDINANCES AND AGENCIES DRAWINGS AND SPECIFICATIONS. 5. FIRE PROTECTION CONTRACTOR SHALL OBTAIN HYDRANT FLOW TEST CONDUCTED WITHIN THE LAST SIX (6) MONTHS TO DETERMINE AVAILABLE FLOW AND PRESSURE AT THE SITE. MARGIN OF SAFETY FOR WATER FLOW AND PRESSURE: 10 PERCENT, INCLUDING LOSSES THROUGH WATER-SERVICE PIPING, VALVES AND BACKFLOW PREVENTER. 6. FIRE SPRINKLER SYSTEM SHALL BE HYDRAULICALLY CALCULATED IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF NFPA 13. 7. SPRINKLER OCCUPANCY HAZARD CLASSIFICATION, MINIMUM DENSITY FOR AUTOMATIC-SPRINKLER PIPING DESIGN AND MAXIMUM PROTECTION AREA PER SPRINKLER SHALL BE PROVIDED PER CURRENT ADOPTED VERSION OF NFPA 13, 45 AND THE CALIFORNIA FIRE CODE. 8. REVIEW ALL PERMIT CONSTRUCTION DOCUMENTS TO ASSURE COORDINATION OF THE FIRE PROTECTION SCOPE OF WORK WITH ALL REQUIREMENTS AND OTHER DISCIPLINES. 9. SUBMIT COMPLETE FIRE PROTECTION SYSTEM AND FIRE AND LIFE SAFETY PLAN CHECK DOCUMENTS FOR REVIEW AND APPROVAL BY LOCAL FIRE MARSHAL OR AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION. RESPOND TO AND INCORPORATE COMMENTS BY LOCAL FIRE MARSHAL OR AUTHORITY HAVING JURISDICTION. 10. PROVIDE CALIFORNIA LICENSED FIRE PROTECTION ENGINEER'S STAMP OR CONTRACTOR C-16 LICENSE ON FIRE PROTECTION PLANS FOR FIRE MARSHAL APPROVAL. 11. ALL COST FOR INSPECTION, TEST SERVICES, BUILDING PERMITS, LICENSES AND CERTIFICATES SHALL BE THE RESPONSIBILITY OF THE FIRE PROTECTION CONTRACTOR UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS. 12. PROVIDE HANGARS AND SWAY BRACING AS REQUIRED PER THE LATEST ADOPTED EDITION OF NFPA 13, SPECIFICATIONS AND LOCAL CODES AND ORDINANCES. 13. ELEVATIONS OF PIPING AND POINTS OF CONNECTION ABOVE AND BELOW GROUND SHALL BE VERIFIED BY FIELD MEASUREMENT PRIOR TO THE START OF INSTALLATION. 14. COORDINATE THE LOCATION OF RISERS, PIPING AND OTHER SPRINKLER SYSTEMS COMPONENTS WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL TRADES. 15. COORDINATE INSTALLATION OF ALL EQUIPMENT AND PIPING WITH OTHER TRADES PRIOR TO INSTALLATION. FIRE PROTECTION CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ACCESS PANELS AND SPRINKLER HEADS PRIOR TO INSTALLATION. 16. AVOID PENETRATION OF SOUND-RATED FLOORS AND WALLS WHENEVER POSSIBLE IF PENETRATIONS ARE REQUIRED. REFER TO ACOUSTIC CONSULTANT REQUIREMENTS FOR PROPER INSTALLATION. 17. ALL PENETRATIONS OF WALLS, FLOORS AND CEILINGS TO BE SEALED ON BOTH SIDES WITH RATED FIRE STOPPING MATERIALS AND ACOUSTICAL SEALANT IN ORDER TO MAINTAIN THE INTEGRITY OF THE WALL AND AVOID TRANSMISSION OF SOUND. REFER TO ACOUSTIC CONSULTANT CONTRACT DOCUMENTS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 18. FIRE SPRINKLER CONTRACTOR SHALL DETERMINE APPROPRIATE LOCATIONS TO TERMINATE FIRE SPRINKLER DRAINS. DRAIN LOCATIONS SHALL COMPLY WITH ALL CODES AND SHALL BE APPROVED BY THE AUTHORITY HAVING JURISDICTION. FIRE SPRINKLER CONTRACTOR SHALL SHOW DRAIN TERMINATION ON SHOP DRAWINGS. COORDINATE INDIRECT WASTE RECEPTOR LOCATIONS WITH PLUMBING CONTRACTOR TO ACCEPT DRAIN DISCHARGE TERMINATION. 19. SPRINKLER HEADS INSTALLED IN FREEZING CONDITIONS SHALL BE PROTECTED FROM FREEZING. 20. FIRE PROTECTION SYSTEM PIPING AND EQUIPMENT SHALL BE SUPPORTED AND SEISMICALLY BRACED PER CBC, ASCE 7 AND NFPA REQUIREMENTS. 21. COMMISSION AND SUBMIT FIELD TEST REPORTS, AS REQUIRED TO OBTAIN LOCAL FIRE MARSHAL SIGN-OFF OF THE COMPLETED, FUNCTIONAL SYSTEM. 22. PROVIDE FIRE ALARM SYSTEM INTERFACE. 23. SPRINKLER HEADS AT UNITS AND COMMON OR PUBLIC SPACES TO BE CONCEALED AND FLUSH TYPE HEADS, TYP. NO EXCEPTIONS.

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3'-6" DS DSDSDS 1 2 3 4 5 6 7 8 9 10 11 12 WD W/D W/D W/D W/D W/D W/D W W D D 6.1 TYP EXISTING ROOF PROJECTION TO BE DEMOLISHED PER COORDINATION WITH FIRE MARSHALL 1 P-301 2 P-302 NC-1 140 NC-2 139 NC-3 138 NC-4 137 NC-5 136 NC-6 135 NC-7 134 NC-8 133 NC-9 132 CASE MANAGEMENT 112 CASE MANAGEMENT 111 DATA 110 ADMINISTRATION OFFICE 109 INTAKE 102 PEST CONTROL 103 GROUP COUNSELING 124 STORAGE LINEN 115 STORAGE CLIENT ITEMS 117 LAUNDRY 114 MEN'S BATHROOM 118 STORAGE 116 OFFICE 107 STAFF RESTROOM 108 WOMEN'S BATHROOM 148 ADMINISTRATION OFFICE 128 MEN'S BATHROOM-NC 147 WOMEN'S BATHROOM-NC 144 MEDICATION 127 COUNSELING OFFICE 1 143 MECHANICAL UTILITY 145 MAINTENANCE ROOM 146 LAUNDRY 129 COUNSELING OFFICE 2 142 DAY ROOM 141 WAITING AREA 125 COMMERCIAL KITCHEN 119 FIRE 122 ELECTRICAL 123 NC-11 154 NC-12 153 NC-13 152 NC-14 151 WAITING AREA 105 ENTRY 101 HALLWAY 5 106 HALLWAY 2 126 HALLWAY 3 130 HALLWAY 1 113 HALLWAY 4 149 NC-10 131 HB-2 FCO 4"SS UG 41"SS UG 6"SS UG 6"SS UG 1/2" HWR ABC 3/4" HW ABC 3/4" CW ABC 1/2" HWR ABC 3/4" HW ABC 1-1/4" CW ABC 1/2" HWR ABC 3/4" HW ABC 1-1/2" CW ABC 1/2" HWR ABC 1" HW ABC 1-1/2" CW ABC 1-1/2"CW ABC 3/4"HW ABC 1-1/2"HWR ABC 1-1/2"CW ABC 2"CW ABC 2-1/2"CW ABC 2"CW ABC 2-1/2"CW UG 6"FS UG BUILDING CW SHUT OFF VALVE IN SIDEWALK BOX 1"HW ABC 1-1/2"HW ABC 1"HW ABC 1-1/2"HW ABC 2"HW RISER 1-1/2"CW RISER 3/4"HWR RISER 1/2"HWR ABC 3/4"HWR ABC 3/4"HW ABC 5" RD 5" RD 3" RD 4" RD5"RD UG 3"RD UG 6"RD UG 6"RD UG 4 4 4 4 3 3 3 3 3 3 3 1 11 DBF1 AC2 AC1 FC1 EF1 EF4 HRV3 HRV1 4 5" RD 6"RD UG 3 4 5" RD 6"RD UG 3 3/4"CD ABC 3/4"CD ABC PROJECT NUMBER: CLIENT: PHASE: SHEET TITLE: SHEET: All drawings and written materials apperaing herein constitute the original and unpublised work of the designer and the same may not be duplicated, used, or disclosed without the written consent of the designer. REVISIONS: 2222 NE OREGON ST. SUITE 101 PORTLAND, OR 97232 PHONE: 503.702.2575 WWW.SALAZARCH.COM DRAWN BY: CHECKED BY: DATE CREATED: Salazar Architect, Inc. # DATE DESCRIPTION 2321 SHELTER II AT EAST BEAMER 1901 EAST BEAMER STREET WOODLAND, CA 95776 APN:027-360-042 THURMOND CONSULTING 2122 NATOMAS CROSSING SUITE 200-288 SACRAMENTO, CA 95834 75% CONSTRUCTION DOCUMENTS 10/02/24 P-201 EDC EDC LEVEL 01 - PLUMBING PLAN 1 SCALE: LEVEL 01 - PLUMBING PLAN 3/16" = 1'-0" N A. SS PIPE 3" AND UNDER SHALL BE SLOPED AT 1/4" PER FOOT SLOPE, SS PIPE 4" AND GREATER SHALL BE SLOPED AT 1/8" PER FOOT SLOPE. B. HORIZONTAL ROOF DRAINAGE PIPE WILL BE RUN AT 1/8" PER FOOT SLOPE UNLESS NOTED OTHERWISE. C. PROVIDE A WCO UNDER EACH SINK. D. REFER TO ISOMETRIC SHEET P-802 FOR PIPE SIZES NOT SHOWN. E. DO NOT INSTALL WATER PIPES ABOVE ELECTRICAL PANELS. DO NOT RUN WATER PIPES THRU ELECTRICAL ROOMS, IDF OR MDF ROOMS. COORDINATE WITH ELECTRICAL GENERAL NOTES 1. WATER RISER TO ROOF ABOVE. 2. SS DROP FROM ABOVE. 3. REFER TO CIVIL PLANS FOR CONNECTION TO UTILITY. 4. DOWNSPOUT ON EXTERIOR WALL. REFER TO CIVIL PLANS FOR CONNECTION TO STORM DRAIN SYSTEM. SHEET NOTES #

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AC 1 DEGHF 2 5 12 B 44 K 6 7 8 9 10 11 L 3 J 6.1
1 1/2" / 1'-0"
1/4" / 1'-0"
1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" ST-2 ST-1 WH-1 WH-2 CU3 EF3 CU2 CU1 CUK2 MAU1FCK1 HP1 HP3 HP2 HWC-1 929 SF 370 SF 2639 SF 2376 SF 5" RD DOWNSPOUT 5" RD DOWNSPOUT 3" RD DOWNSPOUT 4" RD DOWNSPOUT 1264 SF 2302 SF 2342 SF 5" RD DOWNSPOUT 5" RD DOWNSPOUT ROOF - PLUMBING PLAN 1 SCALE: ROOF - PLUMBING PLAN 3/16" = 1'-0" N PROJECT NUMBER: CLIENT: PHASE: SHEET TITLE: SHEET: All drawings and written materials apperaing herein constitute the original and unpublised work of the designer and the same may not be duplicated, used, or disclosed without the written consent of the designer. REVISIONS: 2222 NE OREGON ST. SUITE 101 PORTLAND, OR 97232 PHONE: 503.702.2575 WWW.SALAZARCH.COM DRAWN BY: CHECKED BY: DATE CREATED: Salazar Architect, Inc. # DATE DESCRIPTION 2321 SHELTER II AT EAST BEAMER 1901 EAST BEAMER STREET WOODLAND, CA 95776 APN:027-360-042 THURMOND CONSULTING 2122 NATOMAS CROSSING SUITE 200-288 SACRAMENTO, CA 95834 75% CONSTRUCTION DOCUMENTS 10/02/24 P-203 EDC EDC

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3'-6" WD W/D W/D W/D W/D W/D W/D W W D D TYP FAUCET W/ 1/2" INLET 8" CENTER PRE-RINSE FAUCET, SPLASH MOUNT PLUMBING SCHEDULE PLUM. NO. 1 DESCRIPTION QTY. WATER WASTE CONN. SIZE DIR. INDIR. CONN. SIZE C.W. H.W. 1.14 PLUMBING KEY NOTE(S): NOTE(S) FLOOR SINK 5EA. - - - - FLOOR SINK 1/2 SIZE 1EA. - - - - FAUCET W/ 1/2" INLET 4" CENTER WALL MOUNTED HAND SINK 1EA. 1/2" 1/2" 1 1/2" - FAUCET W/ 1/2" INLET 4" CENTER WALL MOUNTED HAND SINK 5 1EA. 1/2" 1/2" 1 1/2" - 6 MOP SINK CABINET 1EA. 1/2" 1/2" 7 2" - HIGH TEMP WARE WASHER 1/2" 1/2" - 1 1/2" 1 2 WITH RAPID FILL 1EA. 8 1EA. 1/2" 1/2" - - 9 FAUCET W/ 3/4" INLET 8" CENTER POTWASH SINK 2EA. 3/4" 3/4" - 10 WALL MOUNTED POT FILLER FAUCET 1EA. 1/2" - - - 11 ICE MAKER WITH BIN 1EA. 3/8" 2" - - 3/4" 3 12 SODA AND BEVERAGE DISPENSER 1EA. 3/4" FAUCET W/ 1/2" INLET 8" CENTER PREP SINK PLASH MOUNT 13 1EA. - - - 1/2" 1/2" - 2" x 5 10 1 7 1 8 1 13 1 12 1 11 4 6 1.1 9 1. WATER HAMMER ARRESTOR (MEETING ASSE-1010 STANDARD) BY PLUMBER IN SUPPLY LINE. 2. WATER PRESSURE 15-25 PSI- IF HIGHER, FURNISH PRESSURE REGULATOR VALVE WITH INTERNAL THERMAL EXPANSION BYPASS BY PLUMBER. 3. INTERCONNECT WATER FILTER TO WATER SUPPLY AND OUTLET OF WATER FILTER TO IN INLET OF WATER FILTER. TP-1 FS-1 FD-1 HD-1 EWH-1 STORAGE LINEN 115 STORAGE CLIENT ITEMS 117 LAUNDRY 114 MEN'S BATHROOM 118 STORAGE 116 OFFICE 107STAFF RESTROOM 108 WOMEN'S BATHROOM 148 ADMINISTRATION OFFICE 128 MEN'S BATHROOM-NC 147 WOMEN'S BATHROOM-NC 144 MEDICATION 127 COUNSELING OFFICE 1 143 MECHANICAL UTILITY 145 MAINTENANCE ROOM 146 LAUNDRY 129 COUNSELING OFFICE 2 142 DAY ROOM 141 WAITING AREA 125 COMMERCIAL KITCHEN 119 FIRE 122 ELECTRICAL 123 WAITING AREA 105 HALLWAY 5 106 HALLWAY 2 126 HALLWAY 3 130 HALLWAY 1 113 HALLWAY 4 149 TP-1 WC-1 WC-2 FD-1 WC-2 WC-2 WC-2 WC-2 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 U-1 U-2 U-2 FD-1 L-1 L-1 L-1 L-1 L-2 (TYP 4) L-2 (TYP 5) L-1 SH-1 SH-1 SH-1 SH-2 SH-1 SH-1 SH-1 SH-1 SH-1 SH-1 SH-1 SH-1 SH-2 SH-2 SH-2 DF-1 LS-1 WB-1 S-1 LS-1 WB-1 (TYP 8) FD-1 FD-1 FD-1 FD-1 WC-2 L-1 DF-1 FD-1 1/2"HWR ABC FD-1 3/4"H&CW ABC 3/4"H&CW ABC 1/2"HWR ABC 1/2"HWR ABC 3/4"CW ABC 1/2"HW ABC 1/2"HW ABC 3/4"CW ABC 1-1/4"CW ABC 1-1/4"CW ABC 1-1/4"CW ABC MS-1 3/4"HW ABC 3/4"HW ABC TP-1 HB-1 HB-1 TP-1 3/4"H&CW ABC 3/4"CWABC 1-1/4"CW ABC 1-1/2"CW ABC 1-1/2"CW ABC 1"HW ABC 1/2"HWR ABC HB-11/2"HW ABC 1/2"HWR ABC 3/4"CW ABC 1/2"HWR ABC 3/4"HWR ABC 1/2"HWR ABC 1-1/4"CW ABC 1-1/4"HW ABC 1/2"HWR ABC 1"CW ABC 1"HW ABC 1/2"CW ABC 1/2"HW ABC 3/4"CW ABC 3/4"HW ABC 3/4"CW ABC 1"CW ABC 1-1/4"HW ABC 3/4"HW ABC 1-1/4"CW ABC 1-1/4"CW ABC FD-1 3/4"H&CW ABC 1/2"H&CW ABC 1/2"H&CW ABC 1/2"H&CW ABC 3/4'CW ABC 3/4"H&CW ABC 1"HW ABC 3/4"HW ABC 3/4"CWABC 1"HW ABC 1-1/2"CW ABC 2"CW ABC 1-1/2"CW ABC 1/2"CW HB-1 1/2"HW TP-1 1"CW ABC 1/2"CW ABC 3/4"CW ABC 1"HW ABC 1"CW ABC 1"CW ABC 1"CW ABC FD-1 FD-1 1/2"H&CW ABC FCO (TYP) 4 4 4 4 4 4 4 2 2 2 2 2 2 2 PROJECT NUMBER: CLIENT: PHASE: SHEET TITLE: SHEET: All drawings and written materials apperaing herein constitute the original and unpublised work of the designer and the same may not be duplicated, used, or disclosed without the written consent of the designer. REVISIONS: 2222 NE OREGON ST. SUITE 101 PORTLAND, OR 97232 PHONE: 503.702.2575 WWW.SALAZARCH.COM DRAWN BY: CHECKED BY: DATE CREATED: Salazar Architect, Inc. # DATE DESCRIPTION 2321 SHELTER II AT EAST BEAMER 1901 EAST BEAMER STREET WOODLAND, CA 95776 APN:027-360-042 THURMOND CONSULTING 2122 NATOMAS CROSSING SUITE 200-288 SACRAMENTO, CA 95834 75% CONSTRUCTION DOCUMENTS 10/02/24 P-301 EDC EDC ENLARGED H&CW PLUMBING PLAN 1 SCALE: ENLARGED H&CW PLAN 1/4" = 1'-0" A. DO NOT INSTALL WATER PIPES ABOVE ELECTRICAL PANELS. DO NOT RUN WATER PIPES THRU ELECTRICAL ROOMS, IDF OR MDF ROOMS. COORDINATE WITH ELECTRICAL GENERAL NOTES 1. WATER RISER TO ROOF ABOVE. 2. WATER ISOLATION VALVE ABOVE THE CEILING, PROVIDE ACCESS PANEL. COORDINATE WITH ARCHITECTURAL. 3. REFER TO CIVIL PLANS FOR CONNECTION TO UTILITY. 4. PROVIDE GRISWOLD K VALVE #3K02EL 1/2" FLOW CONTROL VALVE IN HWR PIPE SET TO 0.33 GPM. PROVIDE WITH SHUT-OFF VALVES ON EACH SIDE. SHEET NOTES #

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3'-6" WD W/D W/D W/D W/D W/D W/D W W D D TYP FAUCET W/ 1/2" INLET 8" CENTER PRE-RINSE FAUCET, SPLASH MOUNT PLUMBING SCHEDULE PLUM. NO. 1 DESCRIPTION QTY. WATER WASTE CONN. SIZE DIR. INDIR. CONN. SIZE C.W. H.W. 1.14 PLUMBING KEY NOTE(S): NOTE(S) FLOOR SINK 5EA. - - - - FLOOR SINK 1/2 SIZE 1EA. - - - - FAUCET W/ 1/2" INLET 4" CENTER WALL MOUNTED HAND SINK 1EA. 1/2" 1/2" 1 1/2" - FAUCET W/ 1/2" INLET 4" CENTER WALL MOUNTED HAND SINK 5 1EA. 1/2" 1/2" 1 1/2" - 6 MOP SINK CABINET 1EA. 1/2" 1/2" 7 2" - HIGH TEMP WARE WASHER 1/2" 1/2" - 1 1/2" 1 2 WITH RAPID FILL 1EA. 8 1EA. 1/2" 1/2" - - 9 FAUCET W/ 3/4" INLET 8" CENTER POTWASH SINK 2EA. 3/4" 3/4" - 10 WALL MOUNTED POT FILLER FAUCET 1EA. 1/2" - - - 11 ICE MAKER WITH BIN 1EA. 3/8" 2" - - 3/4" 3 12 SODA AND BEVERAGE DISPENSER 1EA. 3/4" FAUCET W/ 1/2" INLET 8" CENTER PREP SINK PLASH MOUNT 13 1EA. - - - 1/2" 1/2" - 2" x 5 10 1 7 1 8 1 13 1 12 1 11 4 6 1.1 9 1. WATER HAMMER ARRESTOR (MEETING ASSE-1010 STANDARD) BY PLUMBER IN SUPPLY LINE. 2. WATER PRESSURE 15-25 PSI- IF HIGHER, FURNISH PRESSURE REGULATOR VALVE WITH INTERNAL THERMAL EXPANSION BYPASS BY PLUMBER. 3. INTERCONNECT WATER FILTER TO WATER SUPPLY AND OUTLET OF WATER FILTER TO IN INLET OF WATER FILTER. FS-1 FD-1 HD-1 EWH-1 STORAGE LINEN 115 STORAGE CLIENT ITEMS 117 LAUNDRY 114 MEN'S BATHROOM 118 STORAGE 116 OFFICE 107STAFF RESTROOM 108 WOMEN'S BATHROOM 148 ADMINISTRATION OFFICE 128 MEN'S BATHROOM-NC 147 WOMEN'S BATHROOM-NC 144 MEDICATION 127 COUNSELING OFFICE 1 143 MECHANICAL UTILITY 145 MAINTENANCE ROOM 146 LAUNDRY 129 COUNSELING OFFICE 2 142 DAY ROOM 141 WAITING AREA 125 COMMERCIAL KITCHEN 119 FIRE 122 ELECTRICAL 123 WAITING AREA 105 HALLWAY 5 106 HALLWAY 2 126 HALLWAY 3 130 HALLWAY 1 113 HALLWAY 4 149 IGI-1 WC-1 WC-2 FD-1 WC-2 WC-2 WC-2 WC-2 WC-1 WC-1 WC-1 WC-1 WC-1 WC-1 U-1 U-2 U-2 FD-1 L-1 L-1 L-1 L-1 L-2 (TYP 4) L-2 (TYP 5) L-1 SH-1 SH-1 SH-1 SH-2 SH-1 SH-1 SH-1 SH-1 SH-1 SH-1 SH-1 SH-1 SH-2 SH-2 SH-2 DF-1 LS-1 WB-1 S-1 LS-1 WB-1 (TYP 8) FD-1 FD-1 FD-1 FD-1 WC-2 L-1 DF-1 3/4"CD ABC 3/4"CD ABC 3/4"CD ABC 2"SS UG 2"SS UG 3"SS UG 3"SS UG 2"SS UG 2"SS UG 2"SS UG 2"SS UG 2"GW UG 3"SS UG 3"GW UG COTG COTG 2"SS UG 3"SS UG 3"SS UG 3"SS UG 3"SS UG 4"SS UG 1-1/2"SS UG 2"SS UGFCO 3"SS UG 2"SS UG 4"SS UG 1-1/2"SS UG 4"SS UG 4"SS UG 2"SS UG 2"SS UG 2"SS UG 3"SS UG 2"SS UG 3"SS UG 4"SS UG 3"SS UG 1-1/2"SS UG WCO (TYP) 4"SS UG FD-1 3"SS UG 2"SS UG 2"SS UG 3"SS UG 2"SS UG 2"SS UG FD-1 MS-1 FD-1 FD-1 FD-1 FCO (TYP) PROJECT NUMBER: CLIENT: PHASE: SHEET TITLE: SHEET: All drawings and written materials apperaing herein constitute the original and unpublised work of the designer and the same may not be duplicated, used, or disclosed without the written consent of the designer. REVISIONS: 2222 NE OREGON ST. SUITE 101 PORTLAND, OR 97232 PHONE: 503.702.2575 WWW.SALAZARCH.COM DRAWN BY: CHECKED BY: DATE CREATED: Salazar Architect, Inc. # DATE DESCRIPTION 2321 SHELTER II AT EAST BEAMER 1901 EAST BEAMER STREET WOODLAND, CA 95776 APN:027-360-042 THURMOND CONSULTING 2122 NATOMAS CROSSING SUITE 200-288 SACRAMENTO, CA 95834 75% CONSTRUCTION DOCUMENTS 10/02/24 P-302 EDC EDC ENLARGED H&CW PLUMBING PLAN 1 SCALE: ENLARGED H&CW PLAN 1/4" = 1'-0" A. SS PIPE 3" AND UNDER SHALL BE SLOPED AT 1/4" PER FOOT SLOPE, SS PIPE 4" AND GREATER SHALL BE SLOPED AT 1/8" PER FOOT SLOPE. B. PROVIDE A WCO UNDER EACH SINK. C. REFER TO ISOMETRIC SHEET P-802 FOR PIPE SIZES NOT SHOWN. GENERAL NOTES

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MAXIMUM
20" SHOWN ON PLAN NOTE: INSTALL 1/4" PLYWOOD PLUMBER TO FURNISH & EDGE @ FLOOR DRAIN TYP. TEMPLATE W/ BEVELED 2" DIA. TAIL PIECE FLOW LINE SET TOP OF GRATE 1/4" LOWER THAN ELEV. TOP OF CONCRETE FLOOR 2" DRAIN LINE FLOOR DRAIN/SINK 1/4" TRAP PRIMER PIPE, MAX 20 FT LENGTH, MIN 12" BELOW PRIMER 6 SCALE: WASHER BOX DETAIL NONE VENT WASTE CWINLET HWINLET WASTE MIN 18" MAX 30" MIN 6" MAX 18" FLOOR NOTE: COORDINATE HEIGHT OF RECESSED BOX WITH ARCHITECTURAL. RECESSED WALL BOX WATER HAMMER ARRESTER (TYP) PDI-A H&CW HOSE BIBBS CLEAN-OUT SPARE HEADS CABINET 4" FS MAIN HYDRAULIC DESIGN NAMEPLATE FIRE DEPARTMENT CONNECTION 2" MAIN DRAIN VALVE CHECK VALVE BUTTERFLY VALVE WITH TAMPER SWITCH 10" ELECTRIC BELL WIRING BY ELEC 1/2" RELIEF VALVE CHECK VALVE TO SYSTEM FLOW SWITCH CONNECT TO ALARM SYSTEM AND PANEL 7 SCALE: FIRE RISER DETAIL NONE SECTION A-A System No.W-L-1003(Formerly System No. 147) F Ratings - 1 and 2 Hr (See Item 1) T Rating - 0 Hr 1. Wall Assembly - The 1 or 2 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC with nom 2 by 4 in. lumber end plates and cross braces. Steel studs to be min 3-1/2 in. wide by 1-3/8 in. deep channels spaced max 24 in. OC. B. Gypsum Board* - Nom 5/8 in. thick, 4 ft. wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 15 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrant - One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The space between pipes, conduits or tubing and the steel sleeve (Item 3A) shall be min of 0 in. (point contact) to max 2-3/8 in. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe - Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe - Nom 12 in. diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in. diam (or smaller) or Class 50 (or heavier) ductile iron pressure pipe. C. Conduit - Nom 6 in. diam (or smaller) steel conduit or nom 4 in. diam (or smaller) steel electrical metallic tubing. D. Copper Tubing - Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe - Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. 3. Firestop System - Installed symmetrically on both sides of wall assembly. The details of the firestop system shall be as follows. A. Steel Sleeve - Cylindrical sleeve fabricated from min 0.019 in. thick (No. 28 gauge) galv sheet steel and having a min 2 in. lap along the longitudinal seam. Length of steel sleeve to be equal to thickness of wall plus 1 to 4 in. such that, when installed, the ends of the sleeve will project approximately 1/2 to 2 in. beyond the surface of the wall on both sides of the wall assembly. Sleeve installed by coiling the sheet steel to a diam smaller than the through opening, inserting the coil through the openings and releasing the coil to let it uncoil against the circular cutouts in the gypsum wallboard layers. B. Packing Material - Min 1 in. thickness of mineral wool batt insulation firmly packed into steel sleeve on both sides of the wall assembly as permanent forms. Packing material to be recessed min 1/2 in. from end of steel sleeve (flush with or recessed into gypsum wallboard surface) on both sides of wall assembly. B1. Packing Material - (Not shown) - As an alternate to Item B, nom 1 in. thick polyethylene backer rod may be used. The backer rod is to be recessed within the steel sleeve a min of 1 in. from each surface of wall. C. Fill,Void or Cavity Materials* - Caulk or Sealant - When mineral wool batt insulation is used, applied to fill the steel sleeve to a min depth of 1/2 in. on both sides of wall assembly. When backer rod is used, a min thickness of 1 in. of CP-25WB+ caulk is required flush with surface of wall. A nom 1/4 in. diam continuous bead of caulk or sealant shall be applied around the circumference of the steel sleeve at its egress from the gypsum wallboard layers on both sides of the wall assembly. 8 SCALE: FIRE RATED WALL METAL PIPE PENETRATION NONE A 3C 2 3B 1B 1A A 3A 3C SCALE: NONE ELECTRIC WATER HEATER 10 TEMPERATURE AND PRESSURE RELIEF VALVE ASME RATED FULL SIZE T&P DRAIN TO FLOOR SINK HW CW GATE VALVE (TYP) AMTROL ST-5 THERM-X-TROL EXPANSION TANK UNION (TYP) SECURE WITH 26 GA x 1-1/2" SHEET METAL STRAP TO WALL WITH 3/8"x3" LAG BOLT. LOCATE STRAPS ON TOP AND BOTTOM THIRD OF WATER HEATER. DRIP PAN WITH MINIMUM 2" LIP DRIP PAN DRAIN TO FLOOR SINK NOTE: REFER TO PLUMBING PLANS FOR PIPE SIZES. 9 SCALE: PIPING SUPPORT DETAIL NONE MIXED WATER SUPPLY TO BUILDING BUILDING RECIRC COLD WATER SUPPLY HP WATER HEATER RECIRC RETURN SENSOR (OPTIONAL)SYSTEM SUPPLY SENSOR (OPTIONAL) TANK SENSOR SYSTEM RETURN SENSOR (OPTIONAL) HP WATER HEATER THERMAL STORAGE THERMAL STORAGE MIXING VALVE CHECK VALVE EXPANSION TANK ISOLATION VALVE CIRCULATING PUMP TEMPERATURE GAUGE WYE STRAINER TEMP/PRESS RELIEF VALVE ISOLATING FLUSH VALVE PIPING WIRING TEMPERATURE SENSOR BALANCING VALVE FLUSH VALVE Included with heat pump manifold SEE NOTE 3 HWC-1

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60 24 x
60 24 x 60 24 x 30 29 5 32 23 26 3124 6 20x20 7 4 44 1 15.1 1920x20 20x20 FS9.1 E FS9.1 DG FS9.1 F 1 FS9.1 21 17 16 13 12 10 14 9 20x20
20x20
20x20 6 8 2 11 15 5.1 1918 2022 16.1 FS9.1 B C A FS9.1 B 3'-4" 54 24 x 48 24 x 48 24 x
42 24 x 42 24 x
42 24 x 42 24 x
42 24 x 42 24 x
54 24 x 3 25 28 2.42.3 2.1 2.1 2.2 2.3 48 18 X 60 18 X 2.5 42 12 X2.6 3.1 3.1 3.1 3.1 3.2 12'-0" 54 24 x 4.1 36 24 x 4.2 MEN'S BATHROOM 118 COMMERCIAL KITCHEN 119 FIRE 122 ELECTRICAL 123 PANTRY 119E REFRIGERATOR 119F FREEZER 119G RESTROOM 119C OFFICE 119B 42 24 x 3.1 33 3'MIN
CLEAR 3'MIN CLEAR
3'MIN
CLEAR3'MIN CLEAR 1 2 3 4 5 6 6.1 7 8 9 GHKJ EQUIPMENT SCHEDULE ITEM NO QTY EQUIPMENT CATEGORY MANUFACTURER MODEL NUMBER EQUIPMENT REMARKS EQUIPMENT WT. ANCHORAGE DETAIL 1 1 AIR CURTAIN, UNHEATED BERNER SLC07-1048A 2 1 WALK-IN REFRIGERATOR RMI FABRICATED ITEM 2.1 2 COLD STORAGE SHELVING METRO A2442NK3 2.2 1 COLD STORAGE SHELVING METRO A2454NK3 2.3 2 COLD STORAGE SHELVING METRO A2448NK3 2.4 1 COLD STORAGE SHELVING METRO A1860NK3 3 1 WALK-IN FREEZER RMI FABRICATED ITEM 3.1 5 COLD STORAGE SHELVING METRO A2442NK3 3.2 1 COLD STORAGE SHELVING METRO A2454NK3 4 3 DRY STORAGE SHELVING METRO A2460NC 4.1 1 DRY STORAGE SHELVING METRO A2436NC 5 1 WALL MOUNT HAND SINK EAGLE HSAP-14-ADA-FW 5.1 1 HAND SINK, WALL MOUNT ADVANCE TABCO 7-PS-68 6 2 MOBILE WARMING & HOLDING CABINET CRES COR H-137-SUA-12D 7 1 MOP SINK STORAGE CABINET EAGLE GROUP/METAL MASTERS F1916-VSCS-DL 8 1 CLEAN DISHTABLE CUSTOM FABRICATED ITEM 9 1 WAREWASHER, DOOR TYPE, HIGH TEMP HOBART US FOODSERVICE AM16VLT-ADV 10 1 SOILED DISHTABLE CUSTOM FABRICATED ITEM 11 1 PRE-RINSE FAUCET, WALL MOUNT T & S BRASS B-0133 12 1 THREE COMP. SINK CUSTOM FABRICATED ITEM 13 1 CLEAN DISHTABLE CUSTOM FABRICATED ITEM 14 1 WALL SHELF CUSTOM FABRICATED ITEM 15 1 EXHAUST HOOD W/ INSULATED WALL LINING STREIVOR WCLC 1005722.5 15.1 1 FIRE SUPPRESSTION SYSTEM PYRO-CHEM PCL-460 16 1 INDUCTION RANGE W/ OVEN GARLAND GME36-120C 17 1 GRIDDLE, HEAVY DUTY, ELECTRIC GARLAND 36ER38 18 1 WORK TABLE CUSTOM FABRICATED ITEM 19 2 3 STACK DRAWER CUSTOM FABRICATED ITEM 20 1 WALL SHELF CUSTOM FABRICATED ITEM 21 1 MIXER, BENCH GLOBE FOOD EQUIPMENT SP20 22 1 TABLE, WORK EAGLE GROUP/METAL MASTERS OB3036SE 232425 1 ICE MAKER W/ BIN MANITOWOC ICE IYT0420A /D-420 26 1 BEVERAGE DISPENSER CORNELIOUS 621052703 2728 SERVING COUNTER FABRICATED ITEM 29 1 REFRIGERATED COUNTER TOP BEVERAGE-AIR SPE60HC-16 30 1 OVEN, MICROWAVE ACP, INC. RFS12TS 31 1 WORK COUNTER CUSTOM FABRICATED ITEM 32 1 PREP SINK AND WORK COUNTER CUSTOM FABRICATED ITEM 33 1 CUSTOM 1 REMOTE REFRIGERATION COLDZONE MPL-2 16.1 1 POT FILLER FAUCET T & S BRASS B-0592 1 BRUTE GARBAGE CAN RUBBERMAID 1 TABLE MOUNTED POT RACK EAGLE GROUP/METAL MASTERS TM60PR 2.5 1 COLD STORAGE SHELVING METRO A1848NK3 2.6 1 COLD STORAGE SHELVING METRO 1242CSNC 100 596 543200 3200 3200 3200 2400 2400 2400 2400 3200 3200 5720360 544 410 15.8 440 4.1 600 228 161 FG262000GRAY 11.5 64259 240 360 73581 8.5lb PER SQ.FT. FOR 4" PANELS 8.5lb PER SQ.FT. FOR 4" PANELS 165 676 COMP. OF ITEM 12 50250 250 SPARE 540 320 410 23 COMP. OF ITEM 12 C/FS8.2 E/FS8.2 E/FS8.2 E/FS8.2 E/FS8.2 E/FS8.2 E/FS8.2 E/FS8.2 E/FS8.2 D/FS8.2 D/FS8.2 B/FS8.2 B/FS8.2 A/FS8.2 C/FS8.1 K/FS8.2 C/FS8.1 A/FS8.1 C/FS8.1 G/FS8.1 A/FS8.3 G/FS8.2 H/FS8.2 L/FS8.1 L/FS8.1 G/FS8.1 L/FS8.1 MOBILE 2/FS9.1 J/FS8.2 D/FS8.1 B/FS8.1 K/FS8.3 L/FS8.3 L/FS8.1 1/FS4.1 1/FS4.1 4.2 1 DRY STORAGE SHELVING METRO A2454NC 2400 D/FS8.2 W/ RAPID FILL 4/FS4.1 4 5 6 6.1 7 GHJ FOODSERVICE FLOOR PLAN FS1.1 PROJECT NUMBER: CLIENT: PHASE: SHEET TITLE: SHEET: All drawings and written materials apperaing herein constitute the original and unpublised work of the designer and the same may not be duplicated, used, or disclosed without the written consent of the designer. REVISIONS: 2222 NE OREGON ST. SUITE 101 PORTLAND, OR 97232 PHONE: 503.702.2575 WWW.SALAZARCH.COM DRAWN BY: CHECKED BY: DATE CREATED: Salazar Architect, Inc. # DATE DESCRIPTION 2321 SHELTER II AT EAST BEAMER 1901 EAST BEAMER STREET WOODLAND, CA 95776 APN:027-360-042 FRIENDS OF THE MISSION PO BOX 8485 WOODLAND, CA 95776 (916) 416-0901 Author Checker 10/15/24 BUILDING PERMIT SUBMITTAL SHEET NUMBER ROOM/ AREA NAME AND ROOM NUMBER STORAGE SHELVING SIZES (Width x Length) ACCESSIBLE CLEARANCES AND SYMBOL ELEVATION INDICATOR SYMBOL OUTLINE OF FOODSERVICE EQUIPMENT MOBILE FOODSERVICE EQUIPMENT BUILDING WALLS (SEE ARCH. DWGS.) WALK-IN COOLER/ FREEZER INSULATED WALLS COLUMN GRIDS WITH COLUMN INDICATORS WATER HEATER (SEE PLUMBING ENG. DWG.) FOODSERVICE EQUIPMENT BELOW EQUIPMENT TOP EXISTING FOODSERVICE EQUIPMENT FUTURE FOODSERVICE EQUIPMENT FOODSERVICE EQUIPMENT ABOVE EQUIPMENT TOP KITCHEN W.H. (E), EXIST C FS.1 (F) 48(#)18 A FS0.1 B 11 DESCRIPTION FLOOR LEGEND SYMBOL/ABBREVIATION SYMBOL DESCRIPTION ITEM NUMBER SYMBOL (SEE EQUIPMENT SCHEDULE FOR DESCRIPTION) OWNER FURNISH / CONTRACTOR INSTALLED FSEC 1 1 KEY / SHEET NOTE OWNER FURNISH / OWNER INSTALLED OFCI FOODSERVICE EQUIPMENT CONTRACTOR OFOI VFVI VENDER FURNISH / VENDER INSTALLED 30" CLR. 48" CLR. 30"x48" MIN CLEARANCE F.E. FIRE EXTINGUISHER & CABINET REFER TO ARCH. DRAWINGS FOR FIRE EXTINGUISHER LOCATIONS X X X X THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BE POSITIVELY ATTACHED TO THE STRUCTURE BUT NEED NOT DEMONSTRATE DESIGN COMPLIANCE WITH THE REFERENCES NOTED ABOVE. THESE COMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT. FLEXIBLE CONNECTIONS MUST ALLOW MOVEMENT IN BOTH TRANSVERSE AND LONGITUDINAL DIRECTIONS: 3. TEMPORARY, MOVABLE OR MOBILE EQUIPMENT WHICH IS HEAVIER THAN 400 POUNDS OR HAS A CENTER OF MASS LOCATED 4 FEET OR MORE ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT IS REQUIRED TO BE RESTRAINED IN A MANNER APPROVED BY DSA. 2. TEMPORARY, MOVABLE OR MOBILE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G. HARD WIRED) TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS OR WATER. "PERMANENTLY ATTACHED" SHALL INCLUDE ALL ELECTRICAL CONNECTIONS EXCEPT PLUGS FOR 110/220 VOLT RECEPTACLES HAVING A FLEXIBLE CABLE. 1. ALL PERMANENT EQUIPMENT AND COMPONENTS. ALL MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THE DSA-APPROVED CONSTRUCTION DOCUMENTS. THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 2022 CBC SECTIONS 1617A.1.18 THROUGH 1617A.1.26 AND ASCE 7-16 CHAPTERS 13, 26, AND 30: A. COMPONENTS WEIGHING LESS THEN 400 POUNDS AND HAVING A CENTER MASS 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT. B. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS, LESS THAN 5 POUNDS PER FOO T, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL. THE ANCHORAGE OF ALL MECHANICAL, ELECTRICAL AND PLUMBING COMPONENTS SHALL BE SUBJECT TO THE APPROVAL OF THE DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE OR STRUCTURAL ENGINEER DELEGATED RESPONSIBILITY AND ACCEPTANCE BY DSA. THE PROJECT INSPECTOR WILL VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH THE ABOVE REQUIREMENTS. PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM SHALL BE BRACED TO COMPLY WITH THE FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-16 SECTION 13.3 AS DEFINED IN ASCE 7-16 SECTIONS 13.6.5, 13.6.6, 13.6.7, 13.6.8; AND 2022 CBC, SECTIONS 1617A.1.24, 1617A.1.25 AND 1617A.1.26. THE METHOD OF SHOWING BRACING AND ATTACHMENTS TO THE STRUCTURE FOR THE IDENTIFIED DISTRIBUTIONS SYSTEM ARE AS NOTED BELOW. WHEN BRACING AND ATTACHMENTS ARE BASED ON A PRE-APPROVED INSTALLATION GUIDE (E.G., OSHPD OPM FOR 2013 CBC OR LATER), COPIES OF THE BRACING SYSTEM INSTALLATION GUIDE OR MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF AND DURING THE HANGING AND BRACING OF THE DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS. MECHANICAL PIPING (MP), MECHANICAL DUCTS (MD), PLUMBING PIPING (PP), ELECTRICAL DISTRIBUTION SYSTEMS (E): MP MD PP E Option 2: SHALL COMPLY WITH HCAi (OSHPD) PREAPPROVED (OPM #) #_____________________ AS INCLUDED IN THESE DRAWINGS WITH PROJECT-SPECIFIC NOTES AND DETAILS MP MD PP E Option 1: DETAILED ON THE APPROVED DRAWINGS WITH PROJECT SPECIFIC NOTES AND DETAILS. FOODSERVICE EQUIPMENT ROOF PLAN SCALE : 1/4" = 1'-0" 2 FS1.1 FOODSERVICE EQUIPMENT FLOOR PLAN SCALE : 1/4" = 1'-0" 1 FS1.1 HEALTH DEPARTMENT NOTES: PROVIDE THERMOMETER IN ALL REFRIGERATION UNITS CONTAINING PERISHABLE FOODS. PROVIDE PROBE THERMOMETER FOR CHECKING HOT AND COLD FOODS. FOOD STORAGE SHELVES SHALL BE MINIMUM SIZE (6) INCHES ABOVE FLOOR. ALL EQUIPMENT SHALL MEET OR BE EQUIVALENT TO "NSF" STANDARDS. PROVIDE GARMENT STORAGE AREA: LOCKER, CABINET OR HANGERS FOR EMPLOYEE GARMENTS. RODENT AND INSECT-PROOF ALL EXTERIOR DOORS AND WINDOWS. PROVIDE HEAVY-DUTY SELF-CLOSERS ON ALL EXTERIOR DOORS AND RESTROOM DOORS. SEAL ALL HOLES OR GAPS AROUND PIPES ENTERING BUILDING. EXTERIOR DOORS SHALL BE RODENT PROOF WITH NO OPENINGS GREATER THAN 1/4 INCH. PROVIDE HARDWOOD, METAL, FORMICA OR OTHER APPROVED MATERIALS, SMOOTH WITH SEALER ON ALL TABLE, COUNTERS, SHELVES, AND OTHER FOOD CONTACT SURFACES. PROVIDE HAZARDOUS SUBSTANCE LOCATION: SEPARATE CABINET, ROOM OR DESIGNATED AREA FOR STORAGE OF PESTICIDE AND CLEANING COMPOUNDS. INSTALL EQUIPMENT TO FACILITATE CLEANING. PLACE FLOOR MOUNTED UNITS ON CASTERS, MINIMUM SIX (6) INCHES HIGH, ROUND, METAL LEGS, OR SEAL IN POSITION ON MINIMUM FOUR (4) INCH CURB. UNPACKAGED PROCESSED FOODS ON DISPLAY SHALL BE EFFECTIVELY SHIELDED OR COVERED. PROVIDE SOAP AND TOWEL DISPENSERS AT ALL HAND WASHING SINKS. FLOOR SINKS SHALL BE INSTALLED FLUSH WITH FLOOR AND READILY ACCESSIBLE FOR CLEANING. GREASE INTERCEPTORS SHALL BE INSTALLED READILY ACCESSIBLE FOR CLEANING. PROVIDE PROTECTIVE COVERS ON ALL LIGHTS IN FOOD PREPARATION, OPENED FOOD STORAGE ROOM(S), UTENSIL WASH AREAS, OR USE SHATTERPROOF BULBS. LIGHTING REQUIREMENTS: -MINIMUM 50FT. CANDLES REQUIRED IN FOOD PREP AREA -MINIMUM 20FT. CANDLES REQUIRED IN RESTROOMS AND BARS -MINIMUM 10FT. CANDLES REQUIRED IN REFRIGERATORS -MINIMUM 10FT. CANDLES REQUIRED IN STORAGE AREAS -LIGHTING SHALL BE SHATTERPROOF OR SHIELDED EXISTING FIXTURES, FINISHES, AND EQUIPMENT SHALL BE IN OPERABLE CONDITION AND SUBJECT TO FIELD APPROVAL. WALLS & CEILING IN THE RESTROOMS, PREPARATION, STORAGE, AND JANITORIAL AREAS SHALL BE CONSTRUCTED OF APPROVED MATERIALS SO AS TO BE SMOOTH, WASHABLE, AND EASY TO CLEAN. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. FS1.1 - FOODSERVICE FLOOR PLAN KITCHEN EQUIPMENT HOOD AND FIRE SYSTEM 1. THE KITCHEN HOOD FIRE SUPPRESSION SYSTEM SHALL CONFORM TO THE REQUIREMENTS OF THE 2021 EDITION OF THE NFPA 17A. (UL 300 SYSTEM) 2. INSTALLATION OF THE FIRE SUPPRESSION SYSTEM SHALL NOT BE STARTED UNTIL COMPLETE PLANS AND SPECIFICATIONS HAVE BEEN APPROVED BY DEPT. OF STATE ARCHITECT. 3. UPON COMPLETION OF THE SYSTEM IT SHALL BE TESTED IN THE PRESENCE OF THE STATE FIRE MARSHAL. FOODSERVICE DRAWINGS SHEET LIST FS2.1 - FOODSERVICE PLUMBING PLAN FS3.1 - FOODSERVICE ELECTRICAL PLAN FS4.1 - FOODSERVICE MECHANICAL PLAN FS5.1 - FOODSERVICE EXHAUST HOOD DETAILS FS5.2 FS5.3 FS6.1 - FOODSERVICE WALK-IN DETAILS FS7.1 - FOODSERVICE REMOTE REFRIG. DETAILS FS8.1 - FOODSERVICE ANCHORAGE DETAILS FS8.2 - FOODSERVICE ANCHORAGE DETAILS FS8.3 FS9.1 - FOODSERVICE EQUIPMENT ELEVATIONS FS3.2 - FOODSERVICE ELECTRICAL SCHEDULE - FOODSERVICE EXHAUST HOOD DETAILS - FOODSERVICE EXHAUST HOOD DETAILS - FOODSERVICE ANCHORAGE DETAILS

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FAUCET W/ 1/2" INLET 8" CENTER PRE-RINSE FAUCET, SPLASH MOUNT PLUMBING SCHEDULE PLUM. NO. P1 ITEM. NO. DESCRIPTION QTY. WATER WASTE GAS CONN. SIZE DIR. INDIR. HGT.@ WALL BTU/HR (x1,000) CONN. SIZE HGT. @ WALL HGT.@ WALL CONN. SIZE C.W. H.W. P2P3P4 REMARKS FIRE SYSTEM NOTE: 1. PLUMBING KEY NOTE(S): NOTE(S) 5EA. - - 0" - FLOOR SINK - - - - - - 21 INSTALL FLUSH WITH FINISH FLOOR, PROVIDE GRATE COVER W/ DOME STRAINER, REFER TO PLUMBING PLANS FOR TYPE AND SIZE. COIL CONN. + 70" WALK-IN REFRIGERATOR CONN. DRAIN FROM 1" INDIRECT DRAIN TO F.S. P1. SLOPE 1/2" PER FOOT. PROVIDE 1" MIN AIR GAP AT F.S. WITH 'P' TRAP. 2 1EA. - - - - 1" - - - - COIL CONN. + 70" WALK-IN FREEZER CONN. DRAIN FROM 1EA. - - - - 1" - - - - 1" INDIRECT DRAIN TO F.S. P1. SLOPE 1/2" PER FOOT. PROVIDE 1" MIN AIR GAP AT F.S. WITH 'P' TRAP. 3 FAUCET W/ 1/2" INLET 4" CENTER WALL MOUNTED HAND SINK 5 1EA. 1 1/2" PROVIDE S.O.V., RUN PIPING TO UNIT CONNECTION. RUN DIRECT WASTE WITH P-TRAP. 1/2" 1/2" 18" - 24" - - - FAUCET W/ 1/2" INLET 4" CENTER WALL MOUNTED HAND SINK P5 5.1 1EA. 1 1/2" PROVIDE S.O.V., RUN PIPING TO UNIT CONNECTION. RUN DIRECT WASTE WITH P-TRAP. 1/2" 1/2" 18" - 24" - - - P6 7 MOP SINK CABINET 1EA. 1/2" 1/2" P7 42" 2" 0" - - - - PROVIDE S.O.V., RUN PIPING TO UNIT CONNECTION. RUN DIRECT WASTE WITH P-TRAP. HIGH TEMP WARE WASHER 1 1/2" PROVIDE S.O.V., RUN PIPING TO UNIT CONNECTION. PROVIDE 1 1/2" INDIRECT DRAIN TO F.S. P1. 9 1/2" 1/2" 42" - - - - - 1 2 WITH RAPID FILL 1EA. P8 1EA. 1/2" 1/2" 16" - - - - - - PROVIDE S.O.V., RUN PIPING TO UNIT CONNECTION. 11 P9 FAUCET W/ 3/4" INLET 8" CENTER POTWASH SINK 12 2EA. 3/4" 3/4" 16" - - - - - PROVIDE S.O.V., RUN PIPING TO UNIT CONNECTION. PROVIDE 2" INDIRECT DRAIN TO F.S. P1. (CHROME OR PAINT SILVER) P10 16.1 WALL MOUNTED POT FILLER FAUCET 1EA. 1/2" - 52" - - - - - - PROVIDE S.O.V., RUN PIPING TO UNIT CONNECTION. P11 25 ICE MAKER WITH BIN 1EA. 3/8" 48" 2" 3 - 3/4" - - - - 3 PROVIDE S.O.V., RUN PIPING TO UNIT CONNECTION. PROVIDE 3/4" INDIRECT DRAIN TO F.S. P1. (CHROME OR PAINT SILVER) - P12 26 SODA AND BEVERAGE DISPENSER 1EA. 3/4" - PROVIDE 3/4" INDIRECT DRAIN TO F.S. P1. (CHROME OR PAINT SILVER) FAUCET W/ 1/2" INLET 8" CENTER PREP SINK PLASH MOUNT P13 33 1EA. - - - - - - - 1/2" 1/2" 16" - 2" - - - - PROVIDE S.O.V., RUN PIPING TO UNIT CONNECTION. PROVIDE 2" INDIRECT DRAIN TO F.S. P1. (CHROME OR PAINT SILVER) 4 44 CONDENSATE DRAIN LINE TO DRAIN INTO MOP SINK CABINET P6, CONTRACTOR TO PROVIDE CONDENSATE DRAIN LINE COVER REFER TO 4/FS2.1 INTERCONNECT WATER FILTER TO WATER SUPPPLY AND OUTLET OF WATER FILTER TO IN INLET OF WATER OF WATER FITER WATER PRESSURE 15-25 PSI- IF HIGHER, FURNISH PRESSURE REGULATOR VALVE WITH INTERNAL THERMAL EXPANSION BYPASS BY PLUMBER. WATER HAMMER ARRESTOR (MEETING ASSE-1010 STANDARD) BY PLUMBER IN SUPPLY LINE. FURNISH AUTOMATIC GAS SHUT-OFF VALVE INCLUDING ANY NECESSARY ACCESS PANEL. CONTRACTOR SHALL INSTALL THE AUTOMATIC SHUT-OFF VALVE IN AN ACCESSIBLE LOCATION. REFER TO PLUMBING DRAWINGS FOR GAS VALVE LOCATION. LOCATED UNDER WORK COUNTERS 2" 2"
6" 2" TYPICAL FLOOR SINK W/DOME STRAINER. EQUIPMENT BASE TO BE NOTCHED AROUND FLOOR SINK NOTE: FLUSH FLOOR SINK DETAIL SCALE : NONE 2 FS2.1 FLOOR SINK DETAIL IS FOR REFERENCE ONLY. FOR FLOOR SINK TYPE AND SIZE REFER TO PLUMBING PLANS. REMOVABLE GRATE FOR ACCESS TO CLEAN DOME STRAINER. FLUSH WITH FLOOR. G.C. TO GROUT IN GAP BETWEEN SINK & FLOOR. SECTION 6" H. EQUIP. BASE MIN. 1" AIR GAP TO FLOOR SINK TOP RIM. GRATE VIEW3/4 GRATE W/ OPEN 1/4 FOR DRAIN PIPES SET ON TOP OF FLOOR SINK. SEE FS2.1 FLOOR PLAN FOR GRATE ARRANGEMENT PLAN VIEW FLUSH FLOOR SINK DETAIL SCALE : NONE GRATE VIEW PLAN VIEW 3/4 GRATE W/ OPEN 1/4 FOR NOTE: DRAIN PIPES SET ON TOP OF FLOOR SINK SEE FS2.1 PLAN FOR GRATE ARRANGEMENT 3 FS2.1 TYPICAL FLOOR SINK W/ DOME STRAINER NO GAP BETWEEN SINK AND FLOOR REMOVABLE GRATE FOR ACCESS TO CLEAN DOME STRAINER FLOOR SINK DETAIL IS FOR REFERENCE ONLY. FOR FLOOR SINK TYPE AND SIZE REFER TO PLUMBING PLANS. SECTION P4 P4 P5 P5 P6 P6 P7 P1 P8 P1 P9 P9 P10 P1 P12 P13 P1 P2 P3 1 2 1 P11 P1 1 2 3 4 5 6 6.1 7 8 9 GHKJ CONDENSATE DRAIN LINE COVER SCALE : NONE 4 FS2.1 WALL STUD "B-LINE" B22 CHANNEL LENGTH AS REQ'D PROVIDE CHANNLES AT EVERY OTHER STUD WHERE APPLIES 4"x3" 16 GA GALV. SM COVER. PAINT TO MATCH ADJACENT SURFACE. "B-LINE" B-2000 PIPE 4"CLAMP W/ BOLT & NUT, 3" 1" DRAIN LINE PITCH TO FLOOR SINK SECURE CHANNEL TO WALL STUD 32" OC. (VERIFY EXISTING STUD SPACING) W/ (2) 3/8" LAG BOLTS/MIN. 2 1/4" EMBED. FOODSERVICE PLUMBING PLANFS2.1 PROJECT NUMBER: CLIENT: PHASE: SHEET TITLE: SHEET: All drawings and written materials apperaing herein constitute the original and unpublised work of the designer and the same may not be duplicated, used, or disclosed without the written consent of the designer. REVISIONS: 2222 NE OREGON ST. SUITE 101 PORTLAND, OR 97232 PHONE: 503.702.2575 WWW.SALAZARCH.COM DRAWN BY: CHECKED BY: DATE CREATED: Salazar Architect, Inc. # DATE DESCRIPTION 2321 SHELTER II AT EAST BEAMER 1901 EAST BEAMER STREET WOODLAND, CA 95776 APN:027-360-042 FRIENDS OF THE MISSION PO BOX 8485 WOODLAND, CA 95776 (916) 416-0901 Author Checker 10/15/24 BUILDING PERMIT SUBMITTAL FOODSERVICE EQUIPMENT PLUMBING PLAN SCALE : 1/4" = 1'-0" 1 FS2.1 LAVATORY WATER CLOSET LAV. W.C. COLD WATER DIR. 1 1 SHEET AND/OR KEY NOTE HOT WATER C.W. WASTE (DIRECT CONNECTION) H.W. INDIR. INDIRECT WASTE (AIR GAP) G.C. GENERAL CONTRACTOR S.O.V. SHUT OFF VALVE GPH GALLONS PER HOUR (F) DEGREES FAHRENHEIT PSI POUNDS PER SQUARE INCH FLOOR SINK FLOOR DRAIN WASTE DOWN GAS INLET I.D. DRAIN LINE COLD WATER INLET HOT WATER INLET SHUT OFF VALVE (S.O.V.) COLD WATER SHUT OFF VALVE F.S. FLOOR SINK WALK-IN DRAIN LINE P1 CONN. CONNECT LOC. LOCATE K.E.C. KITCHEN EQUIPMENT CONTRACTOR P.C. PLUMBING CONTRACTOR PLUMBING SCHEDULE REFERENCE, REFER TO FS2.1 FOR SCHEDULE GAS SHUT-OFF VALVE 2 DESCRIPTION SYMBOL DESCRIPTION FOODSERVICE PLUMBING LEGEND ABREV./SYMB. CONDENSATE DRAIN LINE COVER, REFER TO 4/FS2.1 PLUMBING PLAN SHEET NOTES WATER CONNECTION TO EQUIPMENT PLUMBING NOTES 1. PLUMBING CONTRACTOR TO VERIFY ALL INCOMING SERVICE AND MAKE FINAL HOOK-UPS TO ALL APPLICABLE EQUIPMENT AND TO PROVIDE ALL PIPING, TEES, ELLS, TRAPS, FILTERS, REGULATORS, FAUCETS, ETC., UNLESS SPECIFICALLY STATED OTHERWISE. 2. ALL HORIZONTAL DIMENSIONS SHOWN ON PLAN ARE FROM FINISHED FACE OF WALL TO CENTERLINE OF STUB-OUT OR FROM CENTERLINE OF STUB-OUT TO CENTERLINE OF STUB-OUT, UNLESS NOTED OTHERWISE ON PLAN OR DETAILS. 3. (VERIFY ALL DIMENSIONS) 4. SYMBOLS NOTED +24", +48", ETC., INDICATES TO STUB-OUT OF WALL AT HEIGHT INDICATED. HEIGHT IS GIVEN FROM FINISHED FLOOR (NOT FINISHED CURB) TO CENTERLINE OF STUB-OUT. SYMBOLS INDICATED "STUB-UP" AND "STUB-DOWN" ARE TO EXTEND ABOVE FINISHED FLOOR AND/OR BELOW FINISHED CEILING AT LOCATION SHOWN. 5. PLUMBING STUBS AND CONNECTIONS SHOWN ON PLANS ARE FOR EQUIPMENT FURNISHED BY THE FOOD SERVICE EQUIPMENT CONTRACTOR. 6. FLOOR SINKS SHOWN ARE TO BE SET FLUSHED WITH TOP OF FINISHED FLOOR. FLOOR SINKS INDICATED HALF-IN AND HALF-OUT OF EQUIPMENT TO BE SET FLUSHED WITH TOP OF FINISHED FLOOR. FLOOR SINKS LOCATED COMPLETELY WITHIN EQUIPMENT AREA TO BE SET FLUSHED WITH TOP OF FINISHED FLOOR. 7. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL REMOVABLE COVERS OR GRATES FOR ALL FULLY OR PARTIALLY EXPOSED FLOOR SINKS. GRATES TO HAVE 1/2" MAX OPENINGS WHERE DRAIN IS EXPOSED TO P.O.T OR TO PEDESTRIAN WAYS TYP. 8. PLUMBING CONTRACTOR SHALL SEAL ALL PLUMBING PENETRATIONS THROUGH WALLS, FLOORS, AND CEILINGS. WATERTIGHT AND VERMIN-PROOF. 9. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL SHUT-OFF VALVES ON ALL WATER AND GAS LINES, INCLUDING VALVES IN FIXTURES, LOCATED IN SUCH A WAY AS TO BE ACCESSIBLE WITHOUT USE OF TOOLS. 10. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL FOR ALL APPLICABLE EQUIPMENT, A TRAPPED FLOOR SINK WITH A LEGAL AIR GAP DRAIN LINE (INDIRECT WASTE) TO FLOOR SINK. INSULATE ALL DRAIN LINES FROM ICE BINS, ICE MACHINES, REFRIG. EQUIP., ETC.. 1 CONDENSATE DRAINS FROM COILS TO BE FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR PROVIDE HEAT TRACE W/ INSULATION FROM COIL TO DRAIN (FREEZER)

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J J J E1 E2 E6 E6 J E7 E8J E9P J E10 J JE11 JE12 E13 E14 E15 E17 E18 JE4 J E3 J E5 E15.1 E15.1 E15.1 E15.1 1 2 3 4 5 6 6.1 7 8 9 GHKJ J E33 4 5 6 6.1 7 GHJ FOODSERVICE ELECTRICAL PLANFS3.1 PROJECT NUMBER: CLIENT: PHASE: SHEET TITLE: SHEET: All drawings and written materials apperaing herein constitute the original and unpublised work of the designer and the same may not be duplicated, used, or disclosed without the written consent of the designer. REVISIONS: 2222 NE OREGON ST. SUITE 101 PORTLAND, OR 97232 PHONE: 503.702.2575 WWW.SALAZARCH.COM DRAWN BY: CHECKED BY: DATE CREATED: Salazar Architect, Inc. # DATE DESCRIPTION 2321 SHELTER II AT EAST BEAMER 1901 EAST BEAMER STREET WOODLAND, CA 95776 APN:027-360-042 FRIENDS OF THE MISSION PO BOX 8485 WOODLAND, CA 95776 (916) 416-0901 Author Checker 10/15/24 BUILDING PERMIT SUBMITTAL FOODSERVICE EQUIPMENT ELECTRICAL PLAN SCALE : 1/4" = 1'-0" 1 FS3.1 J STUBBED-UP CONVENIENCE OUTLET STUBBED-UP JUNCTION BOX STUBBED-UP DATA OUTLET S WALL MOUNTED SWITCH BY E.C STUBBED-UP SIMPLEX OUTLET M.C. AFF SYMBOL DESCRIPTION SYMBOL DESCRIPTION FSEC 1 1 E.C. G.C. S.F. P.R.P. E1 CONN. LOC. CLG. ELECTRICAL SHEET NOTES 1 JP ELECTRIC HEAT TRACE SPIRALED TAPED AND INSULATED CONNECTED AT COIL BY F.S.E.C REFER E/FS7.1 ELECTRICAL PLAN LEGEND VAPOR-PROOF LIGHT FIXTURE AT WALK-IN PROVIDED BY F.S.E.C. INSTALLED BY E.C.) VAPOR-PROOF LED FIXTURE PROVIDED BY F.S.E.C. INSTALLED BY E.C.) VAPOR-PROOF LIGHT FIXTURE AT EXHAUST HOOD (PROVIDED BY F.S.E.C. INSTALLED BY E.C.) EMPTY OCTAGONAL BOX W/ CONDUIT TO +2" ABOVE CEILING BY E.C CEILING MOUNTED, VAPOR-PROOF LIGHT FIXTURE W/ JUNCTION BOX, 115V/1Ø UNLESS OTHERWISE NOTED (WALK-IN REFRIGERATOR) ROOM TEMPERATURE SENSOR SIMPLEX OUTLET SEE SCHEDULE FOR VOLTAGE DUPLEX CONVENIENCE OUTLET 115V/1Ø UNLESS OTHERWISE NOTED SHEET AND/OR KEY NOTE ELECTRICAL SCHEDULE REFERENCE, REFER TO FS3.2 FOR SCHEDULE LOCATE MECHANICAL CONTRACTOR STAINLESS STEEL FABRICATOR PRESSURE RELIEF PORT GENERAL CONTRACTOR FOOD SERVICE EQUIPMENT CONTRACTOR ELECTRICAL CONTRACTOR CONNECT CEILING ABOVE FINISHED FLOOR DATA OUTLET JUNCTION BOX FOODSERVICE EQUIPMENT ELECTRICAL ROOF PLAN SCALE : 1/4" = 1'-0" 2 FS3.1 NOTE FOR FOODSERVICE EQUIPMENT ELECTRICAL SCHEDULE AND NOTES SEE SHEET FS3.2 1

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ELECTRICAL SCHEDULE ELEC. E1 NO. ITEM NO. DESCRIPTION QTY. VOLT. PH REMARKS DRAW AMPS. WATT LOAD OUTLET HP HEIGHT NEMA DIRECT
PLUG 1 NOTE(S) E2 ELECTRICAL KEYNOTES: UNHEATED AIR CURTAIN 1EA. 120 1 X 3.4 1/6 +86" - - - E3E4E5E6 1 2 WALK-IN REFRIGERATOR (BOX) 1EA. 120 1 X 5 +88" - - - 2 WALK-IN REFRIGERATOR (COIL) 1EA. 120 1 X 5 +74" - - - -- WALK-IN REFRIGERATION ELECTRICAL (MINIMUM REQUIREMENTS UNLESS NOTED OTHERWISE) 1. - 2. - 3. - 4. - 1 2 WALK-IN FREEZER (BOX) 1EA. 120 1 X 5 +88" - - - - 2 WALK-IN FREEZER (COIL) 1EA. 208 1 X 10.8 +74" - - - - 1 2 2 6 MOBILE HEATED CABINET 2EA. 120 1 X 5-15P 12 +36" - - - 9 HIGH TEMP WAREWASHER (VENTLESS) 1EA. 3 53.5 +18" E7 208 X - - - - E8 TOUCH SCREEN USER INTERFACE/ 15 ARTD (ROOM SENSOR) 1EA. 120 1 X 20 +48" - - - - 34 E9 FIRE SYSTEM REMOTE PULL LOCATION 1EA. X - - - +48" 15.1 - - - - 5 3 4 5 E10 15.1 FIRE SYSTEM CONTROL POWER 1EA. 120 1 X - - - 20 - +108" 1EA. 82.2 120208 E11 16 INDUCTION RANGE W/ OVEN BASE 3 X - - - - +18" 6 6 E12 17 HEAVY DUTY ELECTRIC GRIDDLE 1EA. 208 3 X - - - 69 - +18" 6 E13 COUNTER TOP MIXER 1EA. 120 1 X 5-15P 6 +48" 21 - - - E14 25 ICE MAKER HEAD 1EA. 120 1 X 5-15P 11.3 +40" - - - E15 26 SODA AND DRINK DISPENSER 1EA. 120 1 - X 5-15P - 3 - +38" SANDWICH PREP TABLE E15.1 29 1EA. 120 1 - X 5-15P - 5.4 - +18" 30 MICROWAVE E17 E18 1EA. 120 1 - X 5-20P - 20 +38" - E19 REMOTE REFRIGERATION 1EA. 208 3 - X 5-20P - 28 +30" 33 - ELECTRICAL CONTRACTOR TO PROVIDE J-BOX W/ EMPTY CONDUIT FROM +2" ABOVE CEILING IN WALL TO AMBIENT TEMPERATURE MONITOR AND HMI TOUCH SCREEN. 26 DCO FOR SODA BAG IN BOX PUMP 4EA. 120 1 - X 5-15P - 15 - +15" E16 PROVIDE DUPLEX RECEPTACLE IN WALL VERIFY ELECTRICAL REQUIREMENTS WITH SODA PROVIDER PROVIDE DUPLEX RECEPTACLE FLUSH MOUNT IN SPLASH INTERCONNECT TO CONNECTION TO POINT ON UNIT PROVIDE DUPLEX RECEPTACLE INTERCONNECT TO CONNECTION TO POINT ON UNIT PROVIDE DUPLEX RECEPTACLE UNIT PROVIDED WITH CORD AND PLUG SET PROVIDE J-BOX INTERCONNECT TO UNIT ELECTRICAL CONNECTION PROVIDE J-BOX INTERCONNECT TO UNIT ELECTRICAL CONNECTION PROVIDE J-BOX INTERCONNECT TO UNIT ELECTRICAL CONNECTION REFER TO FS5.3 EMPTY FLUSH MT'D. OCTAGONAL BOX (REMOTE PULL) SEE FS5.2 CONNECT TO DEMANDAIRE CONTROL PANEL RECESS IN WALL REFER TO FS5.2 PROVIDE J-BOX IN WALL CONNECT TO UNIT POWER CONNECTION PROVIDE DUPLEX RECEPTACLE UNIT PROVIDED WITH CORD AND PLUG SET CONNECT TO UNIT ELECTRICAL CONNECTION AT COIL INSIDE WALK-IN FREEZER. SEE FS7.1 (3) 39W LED CLG. MT'D. LIGHT FIXTURES (1) 11.5W LED LIGHT FIXTURE AT DOOR. CONTRACTOR TO PROVIDE ALL INTERCONNECTIONS. CONNECT TO UNIT ELECTRICAL CONNECTION AT COIL INSIDE WALK-IN REFRIGERATOR. SEE FS7.1 (3) 39W LED CLG. MT'D. LIGHT FIXTURES (1) 11.5W LED LIGHT FIXTURE AT DOOR. CONTRACTOR TO PROVIDE ALL INTERCONNECTIONS. PROVIDE J-BOX IN WALL INSTALL DOOR LIMIT SWITCH FOR INSTANT ON/OFF SWITCH, SEE K/FS8.0 PROVIDE DUPLEX RECEPTACLE UNIT PROVIDED WITH CORD AND PLUG SET PROVIDE SIMPLEX RECEPTACLE FLUSH MOUNT IN SPLASH INTERCONNECT TO CONNECTION TO POINT ON UNIT CONNECT TO DISCONNECT LOCATED ON REFRIGERATION RACK REFER TO FS7.1 PROVIDE EMPTY FLUSH MT'D. OCTAGONAL BOX @ +48" AFF. W/ EMPTY CONDUIT TO +2" ABOVE CEILING. PROVIDE INTERLOCK WIRING FROM FIRE PROTECTION SYSTEMS TO ELEC. SHUNT TRIP BREAKERS INTERCONNECT TO HMI TOUCH SCREEN SEE FS5.2 DRAIN LINE HEATER CONNECTED TO COIL INTERCONNECT REMOTE REFRIGERATION SYSTEM ITEM NO. 33 TO BLOWER COIL PROVIDE ALL CONDUIT AND WIRING NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM WITH ALL CONDUIT IN SO FAR AS POSSIBLE MOUNTED ON THE EXTERIOR CEILING OF THE WALK-IN ASSEMBLY. PENETRATIONS AND ESCUTCHEON PLATES SHALL BE FURNISHED AND INSTALLED. SEAL THE INSIDE OF CONDUITS WHICH PENETRATE THE CEILING OR WALL OF THE WALK-IN REFRIG. AND FREEZER INTERWIRE THE TIME CLOCK ON THE CONDENSING UNIT TO THE DEFROST RELAY ON THE UNIT EVAPORATOR LOCATED IN THE FREEZER COMPARTMENT. INSTALL THE PRESSURE RELIEF PORT, DOOR HEATERS, DRAIN LINE HEATERS AND TEMPERATURE ALARM SYSTEM. INTERWIRING AND FINAL CONNECTIONS. INSTALL AND INTERWIRE LIGHT SWITCHES AND FIXTURES REQUIRED FOR THE FOODSERVICE EQUIPMENT AND MAKE FINAL CONNECTIONS. SPARE - - - - - - - - - - FOODSERVICE ELECTRICAL SCHEDULE FS3.2 PROJECT NUMBER: CLIENT: PHASE: SHEET TITLE: SHEET: All drawings and written materials apperaing herein constitute the original and unpublised work of the designer and the same may not be duplicated, used, or disclosed without the written consent of the designer. REVISIONS: 2222 NE OREGON ST. SUITE 101 PORTLAND, OR 97232 PHONE: 503.702.2575 WWW.SALAZARCH.COM DRAWN BY: CHECKED BY: DATE CREATED: Salazar Architect, Inc. # DATE DESCRIPTION 2321 SHELTER II AT EAST BEAMER 1901 EAST BEAMER STREET WOODLAND, CA 95776 APN:027-360-042 FRIENDS OF THE MISSION PO BOX 8485 WOODLAND, CA 95776 (916) 416-0901 Author Checker 10/15/24 BUILDING PERMIT SUBMITTAL EXHAUST HOOD ELECTRICAL NOTES 1. - ELECTRICAL CONTRACTOR TO PROVIDE ALL HIGH/LOW VOLTAGE CONNECTIONS REQUIRED BY EXHAUST HOOD MANUFACTURER. SEE FOODSERVICE EXHAUST HOOD MANUFACTURER SHEETS FOR DETAILS. 2. - ALL ELECTRICAL CONDUIT THAT IS PROVIDED BY E.C. TO BE RECESSED IN WALL (NO SURFACE MOUNT CONDUIT) 3. - VERIFY ALL EXHAUST HOOD AND EXHAUST HOOD COMPONENTS ELECTRICAL REQUIREMENTS WITH MANUFACTURER DRAWINGS. ELECTRICAL NOTES ELECTRICAL CONNECTION ACCESS 1. - WHERE ITEMS CONNECT TO UTILITY UNDER COUNTER, CONTRACTOR TO VERIFY THAT A GROMMET HOLE IS PROVIDED FOR NECESSARY ACCESS TO CONNECT EQUIPMENT TO UTILITY. 9. JUNCTION/HANDY BOXES, CONVENIENCE OUTLETS AND SPECIAL PURPOSE OUTLETS SHOWN IN FABRICATED WORK TABLES AND COUNTERS SHALL BE FURNISHED BY FABRICATOR. ELECTRICAL CONTRACTOR TO PROVIDE ALL WIRING & RECEPTACLES. 8. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND/OR INSTALL ALL JUNCTION/HANDY BOXES, EXTENSION RINGS, DISCONNECT SWITCHES AS SHOWN, CONVENIENCE OUTLETS WITH STAINLESS STEEL OVERS, SWITCHES, CONNECTORS, CONTROLS AND OTHER ACCESSORIES THAT ARE NOT AN INTEGRAL PART OF THE FOOD SERVICE EQUIPMENT AS REQUIRED TO MAKE FINAL CONNECTIONS TO THE EQUIPMENT FOR A COMPLETE AND OPERABLE OPERATION MEETING ALL APPLICABLE CODES AND ORDINANCES. 7. VERIFY THE UTILITY REQUIREMENTS OF OWNER FURNISHED AND/OR EXISTING EQUIPMENT. 6. UTILITIES WHEREVER POSSIBLE SHALL BE BROUGHT IN FROM ABOVE, 5. VERTICAL DIMENSIONS ARE GIVEN FROM FINISHED FLOOR TO CENTER LINE OF ROUGH-IN LOCATION. 4. RECEPTACLES, JUNCTION/HANDY BOXES INDICATED AT WALLS SHALL BE CONCEALED IN THE WALL AT THE HEIGHT INDICATED. 3. RECEPTACLES, JUNCTION/HANDY BOXES INDICATED AT WALLS SHALL BE CONCEALED IN THE WALL AND STUBBED OUT OF THE WALL AT THE HEIGHT INDICATED. 2. CONNECTIONS SHOWN ARE FOR THE FOOD SERVICE EQUIPMENT ONLY. REFER TO ELECTRICAL DRAWINGS FOR CONVENIENCE OUTLETS AND ADDITIONAL REQUIREMENTS. 1. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL ROUGH-INS, FINAL CONNECTIONS AND INTER-CONNECTIONS TO THE FOOD SERVICE EQUIPMENT 10. ELECTRICAL DIVISION TO CONFIGURE PLUG AND OUTLET REQUIREMENTS IN ACCORDANCE WITH LOCAL REQUIREMENTS. THESE DRAWINGS ARE ELECTRICAL POINT OF CONTACT REQUIREMENTS ONLY. NOTE FOR FOODSERVICE EQUIPMENT ELECTRICAL PLAN SEE SHEET FS3.1

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1. - 3. - 2. - 4. - WALL BACKING NOTES VENTILATING REQUIREMENTS DUCT V1 NO. ITEM NO. DESCRIPTION REMARKS WIDTH LENG. OUTLET HEIGHT CFM S.P.-WC" HEIGHT ITEM QTY. BACKING TO BE 16 GA. G.I. or C.R.S. REFER TO 1/FS4.1 FOR WALL BACKING LOCATIONS 1. 2. 3. DRY STO. SHELVING, FASTEN SHELVING TO BACKING WITH #14 SMS. 4. WALL BACKING SCHEDULE HAND SINK +16" AFF 26" HIGH WB1 WB2 4 NOTES: WALL SHELF +50" AFF 12" HIGH 3 WB3 WB4 DRY STO. SHELVING +69"AFF 12" HIGH 2 COLD STO. SHELVING +69"AFF 12" HIGH +16"AFF 2 PER POST BRACKET WB5 WALL LINING 4" HIGH 2 +6"AFF +29"AFF +53"AFF +76"AFF 5,5.1 14,20 4,4.1,4.2 2,315 WB6 8,10,12,13 WALL SPLASH 4" HIGH 2 +80"AFF+48"AFF 1EA. EXHAUST HOOD EXHAUST DUCT 15 8" 15" 12" 1750 .63" 108" CONTRACTOR TO VERIFY REMOTE REFRIGERATION LINE RUN LENGTH IF LINES EXCEED 150FT THEN OIL SEPARATORS TO BE ADDED PER MANUFACTURER RECOMMENDATIONS REFRIGERATION LINE NOTES MAKE DUCT CONNECTION AT HOOD COLLAR REFER TO FS5.1 FOR EXHAUST HOOD DETAILSB/FS8.2 G/FS8.1 D/FS8.2 E/FS8.2 I/FS8.1 J/FS8.1 COOKING EXHAUST HOOD NOTES 5. - LOCATION OF COOKING HOOD EXHAUST DUCT(S) AND MAKE-UP AIR SYSTEM DUCT(S) ARE TO BE VERIFIED AT THE JOB SITE. 4. - MAKE-UP AIR INTAKE MUST CLEAR AIR EXHAUST DISCHARGE BY A MINIMUM OF TEN (10) FEET, OR AS REQUIRED BY CODE(S). 3. - COOKING HOOD(S) EXHAUST AND MAKE-UP AIR SYSTEM(S) WILL BE CONNECTED BY AN ELECTRICAL INTER-LOCKING SWITCH. 2. - MAKE-UP AIR SHALL BE DELIVERED IN THE PROXIMITY OF THE EXHAUST HOOD(S) IN A MANNER NOT TO CREATE UNDUE AIR TURBULENCE IN THE WORKING AREAS. 1. - EACH AREA CONTAINING COOKING EXHAUST HOOD(S) WILL HAVE 80% MECHANICAL MAKE-UP AIR PROVIDED IN THE VOLUME OF THE AIR BEING EXHAUSTED. 6. - IF REQUIRED BY LOCAL CODE(S), MAKE-UP AIR SYSTEM(S) SHALL BE CAPABLE OF DELIVERING TEMPERED AIR AT 70 DEGREES F.. 7. -CONNECTING DUCTS FROM THE EXHAUST VENTILATORS TO THE EXHAUST AND/OR MAKE-UP AIR FANS SHALL BE SUPPLIED AND INSTALLED WITH ALL FINAL CONNECTIONS. 8. -PERFORMANCE TESTING FOR THE OPERATION OF THE TYPE 1 EXHAUST HOOD PER C.M.C. IS REQUIRED 9. -EXTRACTOR HOODS SHALL COMPLY TO THE C.M.C 2022, NFPA-2020, U.L, N.S.F, AND ALL LOCAL CODES AN ORDINANCES. WALL BACKING AS SHOWN IS MINIMUM, EXTEND BACKING TO NEXT STUD EACH DIRECTION AS NECESSARY FOOD SERVICE EQUIPMENT CONTRACTOR IS TO FURNISH CONTRACTOR WITH DETAILED DRAWINGS SHOWING ALL WALL BACKING LOCATION AND SIZE. ALL WALL BACKING TO BE IN FURNISHED AND INSTALLED BY CONTRACTOR WALL BACKING TO BE 16 GAUGE GALV. STEEL IN LENGTH AND HEIGHT AS SHOWN ON DRAWINGS. V2 1EA. EXHAUST HOOD SUPPLY DUCT 15 3" 14" 10" 700 .40" 108" MAKE DUCT CONNECTION AT HOOD COLLAR REFER TO FS5.1 FOR EXHAUST HOOD DETAILS WB7 15.1 20" HIGH 3 FIRE SYSTEM +80"AFF WALL MTD. 4/FS4.1 COLD STO. SHELVING, 16 GA G.I. STRAP FOAMED IN WALL BY MANUFACTURER. FASTEN SHELVING TO STRAP WITH #14 SMS. ANCHORAGE DETAIL FASTENERS PER STUD BACKING HGT. BOTTOM OF BACKING APPLICATION RISER SIZE CLOSURE SKIRTING AT HOOD SCALE : NONE 5 FS4.1 DETAIL A WRAPPER FRONT SPECIAL 1/8" KINK NOTES SKIRTING END WALL SKIRTING FRONT 1. PROVIDE 22 GA. S/S SKIRTING AT ALL OPEN SIDES 2. S/S WRAPPER TO BE INSTALLED FROM TOP OF VAPOR HOOD TO FINISHED CEILING AT ALL OPEN SIDES 3. SEAL ALL GAP WITH SILVER OR GRAY SEALANT WALL LINING SEE DETAIL I/FS8.1FACTORY WELDED SKIRTING MOUNTING CHANNEL SKIRTING PANELS FLANGED FOR RIGIDITY #10 S/M SCREWS 12" O.C (MIN. TWO) #10 WD. SCREWS INTO BACKING 2" FLANGE TO FASTEN TO WALL INSTALLER TO FASTEN WRAPPER TO FACTORY CHANNEL SEE DETAIL 5/F4.1 'DETAIL A' FIELD DRILLED HOLES WRAPPER END STAINLESS POP-RIVETS WALL BACKING DETAIL SCALE : NONE 3 FS4.1 FINISH FLOOR WALL STUDS BACKING HGT. PER PLAN

TO BOTTOM OF

BACKING
1/2" 1/2" EQ. EQ. 16 GA. GALV. STEEL WALL BACKING BY CONTRACTOR. LOCATION PROVIDED BY KC, FOR STEEL STUD FRAMING, SECURE W/ #10 SMS WITH 2" EMBED. (SEE WALL BACKING SCHEDULE FOR NO. OF SCREWS @ EA. LOC.). REFER TO WALL BACKING SCHEDULE FS4.1 FOR NUMBER OF FASTENERS REFER TO WALL BACKING SCHEDULE WALL MOUNTED FIRE CABINET SCALE : NONE 4 FS4.1 21" MIN
2'-9" MAX.
12" MIN
5 1/2" 5 1/2" 1/2"
TYP
1/2"
TYP
12" MIN
5 1/2" 5 1/2" 1/2"
TYP
1/2"
TYP FIN. CEILING 6" FOR WOOD STUD - 2-#10 WS. @ EA. STUD 1 1/2" MIN. EMBEDMENT MAX 6"
2'-0" WB1 5 V1 V2 V2 2'-0" WB1 5.1 5'-7"
5'-0" WB2 20 7'-0" WB2 14 14'-8" WB6
7'-9" 8,10,12,13 WB5 8'-4" 15
4'-6" WB7 15.1 1 2 G FS6.1 GFS6.1 C FS6.1 B FS6.1 E FS6.1 O FS6.1 MFS6.1 L FS6.1 7 8 WB3 4,4.1,4.2 A FS6.1 A FS6.1 A FS6.1 1 2 3 4 5 6 6.1 7 8 9 GHKJ REFRIGERANT PIPING FROM ABOVE TO WALK-IN COIL 6 3A 4 5 3B 4 5 6 6.1 7 8 9 GHJ PROJECT NUMBER: CLIENT: PHASE: SHEET TITLE: SHEET: All drawings and written materials apperaing herein constitute the original and unpublised work of the designer and the same may not be duplicated, used, or disclosed without the written consent of the designer. REVISIONS: 2222 NE OREGON ST. SUITE 101 PORTLAND, OR 97232 PHONE: 503.702.2575 WWW.SALAZARCH.COM DRAWN BY: CHECKED BY: DATE CREATED: Salazar Architect, Inc. # DATE DESCRIPTION 2321 SHELTER II AT EAST BEAMER 1901 EAST BEAMER STREET WOODLAND, CA 95776 APN:027-360-042 FRIENDS OF THE MISSION PO BOX 8485 WOODLAND, CA 95776 (916) 416-0901 Author Checker 10/15/24 BUILDING PERMIT SUBMITTAL FOODSERVICE EQUIPMENT MECHANICAL PLAN SCALE : 1/4" = 1'-0" 1 FS4.1 FOODSERVICE EQUIPMENT MECHANICAL ROOF PLAN SCALE : 1/4" = 1'-0" 2 FS4.1 FOODSERVICE MECHANICAL PLANFS4.1 MECHANICAL SHEET NOTES 123456 REMOTE REFRIGERATION SYSTEM REFER TO A/FS7.1 REMOTE REFRIGERATION SYSTEM PLATFORM REFER C/FS7.1 REFRIGERATION LINES RUN ABOVE CEILING LINE (UNISTRUT TRAPEZE, REFER TO I/FS8.3 EXTEND FROM REFRIGERATION RACK TO DROP-DOWN POINT ABOVE WALK-IN REFRIGERATOR / FREEZER COIL (REFRIG. LINE RUN ROUTES SHOWN ARE SCHEMATIC ONLY) REFRIGERATION LINE ROUTES WILL BE FIELD VERIFIED 7 WALK-IN WALL PANEL TO CONCRETE FLOOR REFER TO A/FS6.1 8 PROVIDE STAINLESS STEEL CLOSURE SKIRTING REFER TO DETAIL E/FS6.1 18 GA. STAINLESS STEEL WALL LINING PANELS (MINIMUM WIDTH TO BE 36") WITH 1" MINERAL WOOL BLANKET AND WIRE MESH BACKING OR CERAMIC FIBER BLANKET AND WIRE MESH BACKING SPACES OUT 1" ON NON-COMBUSTIBLE SPACERS WALL LINING TO MEET THE REQUIREMENTS OF NFPA-96 AND LOCAL CODES. WALL LINING SHALL BE FABRICATED WITH VERTICAL FLUTES EVERY 6" AS SHOWN, AND THE WIDTH OF THE EXHAUST HOOD INCLUDING FIRE SYSTEM CABINET REFRIGERATION LINES STUB-DOWN FROM ABOVE, PENETRATE CEILING OF WALK-IN TO EVAP COIL SEE DETAIL J/FS8.3 PROVIDE STAINLESS STEEL CLOSURE SKIRTING, REFER TO 5/FS4.1 G.C. E.C. S.F. F.S.E.C M.C. V# CFMSP 1 FOODSERVICE MECHANICAL LEGEND ABREV./SYMB. DESCRIPTION ## TYPE ITEM ABREV./SYMB. DESCRIPTION A REMOTE COMPRESSOR (ON REFRIGERATION RACK) REFRIGERATION SYSTEM (SEE SCHEDULE ON SHEETS FS7.1) BLOCKING TYPE REFER TO FS4.1 KEYNOTE SYMBOL (SEE SHEET NOTES FS4.1) REFRIGERATION LINE (RUN FROM REFRIGERATION RACK) WALL BACKING INSULATED S/S WALL LINING 1/FS4.1 FOR LOC. FOAMED-IN WALL BACKING BY WALK-IN MANUFACTURER S/S WALL SPLASH REFER TO J/FS8.1 VENTILATING SCHEDULE REFERENCE REFER TO FS4.1 FOR SCHEDULE SUPPLY DUCT CONNECTION EXHAUST DUCT CONNECTION STATIC PRESSURE CUBIC FEET PER MINUTE ELECTRICAL CONTRACTOR GENERAL CONTRACTOR STAINLESS STEEL FABRICATOR MECHANICAL CONTRACTOR FOODSERVICE EQUIPMENT CONTRACTOR CONCRETE DEPRESSION

Page 212 ends

Page 213 ends

PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:SHEET:

All drawings and written materials apperaing herein constitute the original and unpublised work of the designer and the same may not be duplicated, used, or disclosed without the written consent of the designer.

REVISIONS:
2222 NE OREGON ST.

SUITE 101
PORTLAND, OR 97232PHONE: 503.702.2575
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
2321

SHELTER II AT

EAST BEAMER
1901 EAST BEAMER STREET
WOODLAND, CA 95776APN:027-360-042

FRIENDS OF THEMISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901
Author
Checker
10/15/24

BUILDING PERMIT

SUBMITTAL

FOODSERVICEEXHAUSTHOOD DETAILS
FS5.2

Page 214 ends

PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:SHEET:

REVISIONS:
2222 NE OREGON ST.

SUITE 101
PORTLAND, OR 97232PHONE: 503.702.2575
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
2321

SHELTER II AT

EAST BEAMER
1901 EAST BEAMER STREET
WOODLAND, CA 95776APN:027-360-042

FRIENDS OF THEMISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901
Author
Checker
10/15/24

BUILDING PERMIT

SUBMITTAL

FOODSERVICEEXHAUSTHOOD DETAILS
FS5.3

Page 215 ends

H PRESSURE RELIEF PORT MODEL # 1830 DETAIL

D TYPICAL SPECIFICATIONS
ACCESS-AT 8" BELOW
INTERIOR CEILING LINE.

CABLE & VENT
RELIEF PORT Model # 1830

J-BOX FOR HEATER
OPENING AND CLOSING.
(HEATED VENT)

ALLOWS EASIER DOOR

KASON PRESSURE

CONDUIT AND INSIDE THE CONDUIT

RIGID CONDUIT AND PENETRATION

THRU CEILING PANELS AT JOB SITE

ALL PENETRATIONS BOTH OUTSIDE THE
"EY" SEAL FITTING OR J-BOX

J-BOX FOR ELECTRICAL

DOOR SECTION

CEILING PANEL
1/2" RIGID CONDUIT

BY ELECTRICIAN

DUAL DOUBLE WIPER
(DART TYPE)

WEARING SURFACE

FLUSH-IN FITTING

WALK-IN DOOR

STAINLESS STEEL

THRESHOLD COVER
PLATE
N.S.F. FLOOR PANEL

CONCRETE SLAB WITH

REINFORCEMENT AND FINISHED
FLOOR

STUB-OUT THRU CEILING PANEL
NOTE: 1/2" RIGID CONDUIT TO
"Y" SEAL FITTING OR J-BOX

FIXTURE BASE

DOOR SECTION OR

WALL PANEL

CEILING PANEL

J-BOX FOR ELECTRICAL
ACCESS AT 8" BELOW

INTERIOR CEILING PANEL
3-WAY PRESS SWITCH AT
54" ABOVE FINISHED FLOOR
1 2" RIGID CONDUIT

WEATHERPROOF GRAY NEOPRENE
RUBBER COVER PLATE WITH CONST.
125v BURNING RED NEON PILOT LIGHT
VAPOR PROOF FIXTURE Model # 1806 LG

BASE TO BE SURFACE MOUNTED AND
INSTALLED AT FACTORY. LEXAN GLOBE

AND LED LAMP TO BE SHIPPED LOOSE
F 3 -WAY INTERIOR & EXTERIOR PRESS SWITCH
J MODULARM CORP. MODEL 75 DETAIL K DOOR DETAIL

ANTI-SKID

METAL FACING
L

REMOTE PROBE MOUNTED

IN RETURN AIR SYSTEM
FROM COIL (TYP.)

DRAWN ALUMINUM

WITH STAINLESS STEEL

FACEPLATE

MODULARM
Model#75 TEMPERATURE

ALARM SYSTEM

BUILT IN

TRANSFORMER AND

N/O & N/C

DRY CONTACTS
1 2" RIGID

CONDUIT

DISPLAY ALARM

ALARM SAFE
RESET

DISPLAY

RESET TEST
TEXT

BATTERY

MODULARM CORPORATION
MODEL 75 TEMPERATURE ALARM

G WALL PANEL AT BUILDING WALL
M O

MUST BE SEALED
4"
4"

WEATHERPROOF GRAY

NEOPRENE RUBBER COVER
PLATE WITH 125v RED NEON

PILOT LIGHT
3-WAY PRESS SWITCH
AT 45" ABOVE FINISHED
FLOOR

EXTERIOR INTERIOR

J-BOX COVER PLATE

CEILING PANEL

WALL PANEL
NOTE: 1/2" RIGID CONDUIT TO

STUB-OUT THRU CEILING PANEL
EXT. FINISH
FLR. & BASE

BY OTHERS
NOTE:

RIGID CONDUIT AND

PENETRATION AT JOB SITE BY

ELECTRICAL CONTRACTOR ALL

PENETRATIONS MUST BE

SEALED BY ELECTRICAL
CONTRACTOR.

REFER TO DETAIL A/FS6.1
FOR ANCHORAGE REQ.
2" Min. TO BE FILLED

WITH GROUT

AFTER WALK-IN INSTALLATION

EXTERIOR
N.S.F. FLOOR PANEL

WALK-IN WALL PANEL

CAM LOCK CONNECTION
@ MAX. SPACING OF
23 1
4" O.C.

CONCRETE WITH

REINFORCEMENT AND FINISHED
FLOOR ( SEE ARCH. STRUCTURAL

DRAWINGS)

EXISTING BUILDING

STRUCTURE
2"
4"
GASKET
MINIMUM 2" REQUIRED

AIR SPACE BETWEEN

WALK-IN AND EXISTING

BUILDING STRUCTURE
N.S.F. RADIUS
GASKET

SNAP-IN ROSETTE
4"
4" @ REFRIG
@ FREEZER

INTERIOR
REFER TO 1/FS4.1 FOR LOCATION

GAP TO BE

FILLED WITH

GROUT TILE TO

BE FLUSH WITH

FACE OF

WALK-IN
MIN.1/2"N.S.F
COVE
PRE. FAB FLR
W/ .1875 ALUM

TREAD PLATE

WEARING SURFACE
ADJ. FLOOR SEAL

WALK-IN DOOR DETAIL FLUSH TYPE
14" X 24"

SEALED VIEW
WINDOW (3
PANE)
CHROME "LIFT-OFF"
HINGES
(CAM-LIFT TYPE)
3RD HINGE

PROVIDED ON

DOORS OVER
30" WIDE
30" HIGH
KICK
PLATE
SOLID
ALUM."T"CART

BUMPER BAR

STANDARD
LOCK (1"DEADBOLT)
W/ INT'R.

RELEASE-KEYED

ALIKE OR

SEPERATLY
12" CHROME
HANDLE
CLOSURES - INT. COVED BASE - (TO MATCH INT. WALL PANEL FINISH) (TO MATCH EXT. WALL PANEL FINISH)
(TO MATCH EXT. WALL PANEL FINISH)
EXPOSED EXT. COVED BASE - (TO MATCH EXT. WALL PANEL FINISH)

WALL CLOSURES -

CEILING ENCLOSURES -

WALL EXTERIOR (EXPOSED TO KITCHEN)

WALL INTERIOR -

FREEZER FLOOR INTERIOR -

CEILING INTERIOR -

WALK-IN COOLER/FREEZER COMBO

ACCESSORIES -
2 EA.
1 EA.

DOOR(S) - 1 EA.

FREEZER FLOOR -

FINISH -

APPLICATION -
EXTERIOR - 22GA. STAINLESS STEEL - TYPE 304, #4 FINISH
14" x 24" (HEATED)
(4) SIDES OF DOOR OPENING

THRESHOLD COVER OVER HEATER WIRE
INT., 48" HIGH, DIAMOND TREAD PLATE ALUMINUM

THRESHOLD -

EXT KICKPLATES -

INT KICKPLATES -

JAMB GUARDS -

HANDLE -

HINGES -

CLOSER -

DEAD BOLT -

HEATER CABLE -

VISION PANEL -

RACK & PINION
NONE
NONE

COOLER, FLUSH IN-FITTING DOOR W/ MAGNETIC GASKET

FREEZER, FLUSH IN-FITTING DOOR W/ MAGNETIC GASKET
INT., 48" HIGH, DIAMOND TREAD PLATE ALUMINUM

HEATER CABLE - NONE

EXT KICKPLATES -

INTERIOR -
42" x 80"

VISION PANEL -

INT KICKPLATES -

JAMB GUARDS -
22GA. STAINLESS STEEL - TYPE 304, #4 FINISH

INTERIOR -

EXTERIOR -

DEAD BOLT -

CLOSER -

HINGES -

HANDLE -
42" X 80"
22GA. STAINLESS STEEL - TYPE 304, #4 FINISH
22GA. STAINLESS STEEL - TYPE 304, #4 FINISH

RACK & PINION
.040 STUCCO EMBOSSED ALUMINUM WHITE FINISH
1 EA. HEATED AIR VENT (FREEZER ONLY) -
2 EA.
1 LOT
1 LOT
1 LOT
1 LOT

WALL EXTERIOR (UNEXPOSED) -

W/ INSIDE SAFETY RELEASE & DEAD BOLT LATCH

W/ INSIDE SAFETY RELEASE & DEAD BOLT LATCH
4 EA.
(1) K1248 -SPRING LOADED
(1) K1248 -SPRING LOADED
26GA. STUCCO EMBOSSED GALVANIZED STEEL
K27
(2) K1245
K27
(2) K1245
- 22GA. STAINLESS STEEL - TYPE 304, #4 FINISH
2 EA.
.040 STUCCO EMBOSSED ALUMINUM WHITE FINISH

INSULATION -
14" x 24" (NON-HEATED)
42" HIGH, DIAMOND TREAD PLATE ALUMINUM
42" HIGH, DIAMOND TREAD PLATE ALUMINUM
42" HIGH, DIAMOND TREAD PLATE ALUMINUM
42" HIGH, DIAMOND TREAD PLATE ALUMINUM
4 EA.

VAPOR PROOF LIGHT FIXTURE KASON #1806 - SHIPPED LOOSE
KASON #1832 HI-FLOW 2-WAY HEATED VALVE (120VAC)
WALK-IN COOLER/FREEZER TYPICAL NOTES:

WALK-IN COOLER/FREEZER ANCHORAGE NOTE:

WALK-IN FREEZER SHALL HAVE SUPPLEMENTAL LATERAL BRACING ON THE DOOR SIDE, SEE E/FS6.1 1 EA. ROW OF ALUMINUM HAT STYLE BUMPER RAILS ON EXPOSED EXTERIOR (SHIPPED LOOSE) WALK-IN REFRIG/FREEZER WT=8.5LBS PER SQ.FT. FOR 4" PANELS OVERALL DIMENSIONS

SEALANT BY

MANUFACTURER
N 2" DIA. DIAL THERMOMETER
30 3.0" OUTSIDE

DIAMETER
10 20
0 0
-40
-30
-20
F
C NSF
-10
40 50
20 65
60 10
2" Dia. DIAL

THERMOMETER
Model # TM-00

SEALANT BY MANUFACTURER

REMOTE PROBE MOUNTED

IN RETURN AIR SYSTEM
FROM COIL (TYP.)

DOOR SECTION
REFER TO DETAIL A/FS6.1 FOR
ANCHORAGE REQ.

CONDUIT AND INSIDE THE CONDUIT

RIGID CONDUIT AND PENETRATION

THRU CEILING PANELS AT JOB SITE

ALL PENETRATIONS BOTH OUTSIDE THE

MUST BE SEALED

E SUPPLEMENTAL LATERAL BRACING TO CEILING PANEL

SNAP-IN ROSETTE

GASKET CAM LOCK
CONNECTION @
MAX. SPACING OF
23 1/4" O.C.

BLDG. CEILING

SILICONE SEALANT

SILICONE

SEALANT

WALL PANEL
VERIFY
8'-4"

WALK-IN

CEILING PANEL
NOTE: BRACING AT WALL

PANEL TO CEILING PANEL

AND CEILING CLOUSER
HEIGHT
10 GA ANGLE x 3x6 CONTINUOUS WITH 2-#10 SM
SCREWS @10" O.C.

REFER TO ARCHITECTURAL

HEADER WALL

RESTRAINT CONNECTION

CLOSURE TRIM CLOSURE TRIM

FREEZER

URETHANE TAPE
2"

FINISHED FACE

OF BUILDING
WALL
#10 x 3/4" TEK SCREW 8" O.C.

THIS WALK-IN REFRIGERATOR/

FREEZER IS SELF SUPPORTING AND

IN NO WAY SUPPORTED BY BUILDING

STRUCTURE

NO FIRE-RATED

CONSTRUCTION COMPONENTS

ARE IN COOLER/ FREEZER
(2) 3/16" S/S
SCREWS 12" O.C
2" EMBEDMENT
4"x 4"x 18 GA. ANGLE STAINLESS STEEL #4
FINISH CONT. PLATE FULL HT. OF WALK-IN.

SEAL ALL EDGES W/ SILICONE (FIELD VERIFY

CONDITIONS FOR ANGLE SIZE)

REFRIGERATOR

URETHANE TAPE
2"

FINISHED FACE

OF BUILDING
WALL
#10 x 3/4" TEK SCREW 8" O.C.

THIS WALK-IN REFRIGERATOR/

FREEZER IS SELF SUPPORTING AND

IN NO WAY SUPPORTED BY BUILDING

STRUCTURE

NO FIRE-RATED

CONSTRUCTION COMPONENTS

ARE IN COOLER/ FREEZER
(2) 3/16" S/S
SCREWS 12" O.C
2" EMBEDMENT
4"x 4"x 18 GA. ANGLE STAINLESS STEEL #4
FINISH CONT. PLATE FULL HT. OF WALK-IN.

SEAL ALL EDGES W/ SILICONE (FIELD VERIFY

CONDITIONS FOR ANGLE SIZE)
REFER TO 1/FS4.1 FOR LOCATION
NOTE: FREEZER DOORS HAVE 115V

HEATED VISION PANELS AND ENTIRE

EXTERIOR FACE OF DOOR
4" THICK FOAMED IN PLACE HIGH DENSITY URETHANE (CFC FREE) FILLED, OVER 90 PERCENT CLOSED CELL CONTENT.

LESS THAN 25 FLAME SPREAD IN ACCORD W/ UBC STD. 42-1 (BASED ON UL 723 WHICH IS INTERIOR FINISH IN ACCORDANCE W/ NFPA 101, 0.14 BTU/HOUR/SQ. FT./ F PER INCH THICKNESS IN ACCORDANCE W/ ASTM C177 AT 75 F MEAN TEMPERATURE, RESULTS: FLAME SPREAD INDEX 25, SMOKE DEVELOPED INDEX: 400. FLOOR TO BE HEAVY DUTY WITH 500LBS POINT LOAD FOR CARTS AND PALLET JACKS..
4" THICK FOAMED IN PLACE HIGH DENSITY URETHANE (CFC FREE) FILLED, OVER 90 PERCENT CLOSED CELL CONTENT. LESS THAN 25 FLAME SPREAD IN ACCORD W/ UBC STD. 42-1 (BASED ON UL 723 WHICH IS SIMILAR TO ASTM E84 THE STEINER TUNNEL TEST) AND CLASS 'A' INTERIOR FINISH IN ACCORDANCE W/ NFPA 101, SECTION 6-2, AND NFPA 255. K-FACTOR NOT TO EXCEED

0.14 BTU/HOUR/SQ. FT./°F PER INCH THICKNESS IN ACCORDANCE W/ ASTM C177 AT 75 F MEAN TEMPERATURE. UL REPORT (BLBT.R13780) FOR: SURFACE BURNING CHARACTERISTICS 4" HARD NOSE TONGUE & GROOVE HIGH DENSITY URETHANE PERIMETER (CFC FREE) W/ SHT. MTL.

FACING FLANGED 1/2" TO 3/4" PERIMETER OF EACH SHEET. CORNERS & T-PANELS ONE-PIECE CONSTRUCTION W/ 1/2" RADIUS AT ALL INSIDE VERTICAL CORNERS, JOINTS SEALED W/ PVC GASKET AT INT. & EXT. PERIMETER OF PANELS. PANELS RIGID CONNECTION W/ CAM-LOCK FASTENERS (WALL TO WALL: 48" O.C MAX: WALL TO CEILING: 24" O.C. MAX: WALL TO FLOOR: 24" O.C.

MAX., IF APPLY)
MULTI-MONITOR & AUTOMATIC MODULARM #75LC HI/LO DIGITAL TEMP ALARM W/BATTERY LIGHT CONTROL

BACK-UP, REMOTE NOTIFICATION DRY CONTACTS, AUTO LIGHT CONTROL INCLUDING INSIDE ILLUMINATED SWITCH W/PANIC ALARM FEATURE & SENOR LINE (12OV, 30MA) ON WALL FACING KITCHEN, PROVIDE SIGN AT

EACH FOR COOLER AND FREEZER
INT, EXT 3-WAY PRESS SWITCH MOTION SENSOR LIGHT SWITCH, WITH EXT. INDICATING RED LIGHT-FLUSH MTD LED LIGHT FIXTURE KASON #1810L 48" LONG VAPORPROOF LED FIXTURE WITH TWO 5000K COLOR TEMP. 18W LED LAMPS (120V, 36W)
VINYL STRIP CURTAINS SHALL BE OF THE NSF APPROVED KASON EASY-MOUNT SYSTEM SERIES #401SA606 #401SA606 WITH SINGLE PIECE EXTRUSION CHANNEL.

C THRESHOLD DETAIL FOR FREEZER DOOR

DUAL DOUBLE WIPER
(DART TYPE)

WEARING SURFACE

FLUSH-IN FITTING

WALK-IN DOOR

STAINLESS STEEL

THRESHOLD COVER
PLATE
4"

EXTERIOR INTERIOR

CONCRETE FLOOR

WEARING SURFACE
REFER TO FS4.1 FOR LOCATION

B THRESHOLD DETAIL FOR REFRIGERATOR DOOR
WALL CLOSURE ATTACHMENT DETAIL FOR SANITARY PURPOSES NON STRUCTURAL.

WALL PANEL WALL PANEL N.S.F. CORNER PANEL

PLAN VIEW
MAX. SPACING OF 40" O.C.

SNAP-IN ROSETTE
GASKET
CAM LOCK CONNECTION @

I TYPICAL CAM LOCK CONNECTION DETAIL
NOTE: 2" MIN. AIR SPACE BETWEEN
PRE-FAB PANELS AND BLDG. WALLS.

FLOOR SECTION AT EXT. AND INT. OF FREEZER
CONT. S/S CHANNEL AT TOP TO

RECIEVE CLOSURE PANELS
NON-REMOVABLE "FORMED"

CLOSURE PANELS OF

MATCHING MATERIAL JOINTS TO

MATCH WALL PANEL JOINTS
SECURE CHANNEL MLDG. TO

REFRIGERATOR WALL WITH TAMPER

PROOF SCREWS

CEILING PANELS TO BE
CAPPED IN FACTORY.

GASKET

INTERIOR
4" AT REFRIGERATOR
WEARING SURFACE.

CONCRETE FLOOR

HILTI KB-TZ
3 8
" x 2 1/2" EMBED.OR
EQUIAL @ 23" O.C. - ANCHOR

PRIOR TO

INSTALLATION OF WALL
PANELS.
#10 SHT. MTL.

SCREWS, 23"O.C.

SEISMIC ANCHOR
16GA. GALV.

WALL PANEL

BUILDING STRUCTURE
MINIMUM 2" REQUIRED

AIR SPACE BETWEEN

WALK-IN AND EXISTING

BUILDING STRUCTURE
CONTINUOUS 16 GA.

BACKING

A WALL PANEL TO CONCRETE FLOOR

REFRIGERATOR FLOOR INTERIOR - WEARING SURFACE TO BE SAME AS KITCHEN SEAMLESS THROUGHOUT COVED UP ALL INTERIOR WALLS TO A HT. OF 6"
WEARING SURFACE TO BE .1875 ALUM. TREAD PLATE W/ MIN. 1/2" RADIUS COVED UP ALL INTERIOR WALLS TO A HT. OF 6"
PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:

SHEET:

REVISIONS:
2222 NE OREGON ST.

SUITE 101
PORTLAND, OR 97232
PHONE: 503.702.2575
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
2321

SHELTER II AT

EAST BEAMER
1901 EAST BEAMER STREET
WOODLAND, CA 95776
APN:027-360-042

FRIENDS OF THE

MISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901
Author
Checker
10/15/24

BUILDING PERMIT

SUBMITTAL

FOODSERVICE

WALK-IN

DETAILS
FS6.1

Page 216 ends

1" AIR
GAP

AIR FLOW COIL UNION
(LOW TEMPERATURE ONLY)

ELECTRIC HEATER SPIRALED AND

TAPED ON FREEZER DRAIN LINE

BEFORE APPLYING INSULATION

BY PLUMBING CONTRACTOR
7/8" NOM. COPPER
TRAP
1/4" FALL/FT. MINIMUM
TB23
M1M2M3
BLK
WHT
RED
BLK
WHT

DUAL VOLTAGE
FAN MOTORS L1 L2 3 H2 S
115V
230V
(OPTIONAL) EXV

HARNESS CONNECTOR TSTAT
L1

DRAIN AUX
L2 AUX 2 AUX 1 RLY 2 RLY 1
PWR

ECONET-R

CONTROL BOARD

DEFROST HTR RELAYS FAN RELAYS

PRESSURE

TRANSDUCER

SUCTION
ROOM
DRAIN
EVAP2
EVAP

FIELD CONNECTION
115V/1PH/60HZ

FACTORY WIRINGFIELD WIRING
LEGEND:

TB - TERMINAL BOARD
HTR - HEATERHS - HEATER SAFETYM1 - MOTOR #1, ETC.EXV - ELECTRONIC EXPANSION VALVER1 - RELAY

3. EVAP(S) POWERED AT WALK-IN LOCATION
BY EC. FOR MOTOR AND HEATER AMPS REFER TO REFRIGERATION SCHEDULE ABOVE.

NOTES:

1. USE COPPER CONDUCTORS ONLY

2. UNIT MUST BE GROUNDED

4. JUMPERS ARE 16 GA. UNLESS OTHERWISE
SPECIFIED.

J1
TB23
M1M2M3
BLK
WHT
BRN
RED
BLK
WHT

DUAL VOLTAGE
FAN MOTORS L1 L2 3 H2

TOP COIL HTR

DPAN HTR

BTM COIL HTR

FIELD CONNECTION
208-230V/1PH/60HZ
HS-2
S115V
230V
(OPTIONAL) EXV

HARNESS CONNECTOR TSTAT
L1

DRAIN AUX
L2 AUX 2 AUX 1 RLY 2 RLY 1
PWR

ECONET-R

CONTROL BOARD

DEFROST HTR RELAYS FAN RELAYS

PRESSURE

TRANSDUCER

SUCTION
ROOM
DRAIN
EVAP2
EVAP

FACTORY WIRINGFIELD WIRING
LEGEND:

TB - TERMINAL BOARD

HTR - HEATERHS - HEATER SAFETY
M1 - MOTOR #1, ETC.

EXV - ELECTRONIC EXPANSION VALVER1 - RELAY

3. EVAP(S) POWERED AT WALK-IN LOCATION
BY EC. FOR MOTOR AND HEATER AMPS REFER TO REFRIGERATION SCHEDULE ABOVE.

NOTES:1. USE COPPER CONDUCTORS ONLY

2. UNIT MUST BE GROUNDED4. JUMPERS ARE 16 GA. UNLESS OTHERWISE SPECIFIED.

REFRIGERATION RACK OUTLINE DRAWING
FS7.1
A
MINI-PAK MODEL: MPL-2
G.C. NOTES
1-PLATFORM TO BE INSTALLED LEVEL.
2-PROVIDE SHEETMETAL HAT SECTION WITH
WATER TIGHT SOLDERED JOINTS.
3-BACK FILL OPENING WITH HOT PITCH AFTER
INSTALLATION.

ELECTRICAL/REFRIGERANT
FS7.1
B

LINE INSTALLATIONSUGGESTED ROOF PAD DETAIL
FS7.1
C

DRAIN LINE DETAIL
FS7.1

COLDZONE EVAPORATOR COILS E
FS7.1
D

LOW PROFILEECONET WIRING DIAGRAM FOR
FS7.1
F

W/I COOLER EVAPORATOR COIL

ECONET WIRING DIAGRAM FOR
FS7.1
G

W/I FREEZER EVAPORATOR COIL
EAST BEAMER 24-0714.XLS
Project Name and Address

NOT DRAWN TO SCALE

DRAWN BYDATEDRAWING NUMBER

SHEET NUMBERJOB NUMBER

DESCRIPTION

INITIAL RELEASE
DATE

GENERAL NOTES
HTPG

THE INFORMATION DISCLOSED HEREIN WAS

ORIGINATED BY AND IS THE PROPERTY OF

COLDZONE AND EXCEPT FOR RIGHTS

EXPRESSLY GRANTED TO THE CUSTOMER,

COLDZONE RESERVES ALL PATENT,

PROPERTY, DESIGN, USE, SALE,

MANUFACTURING AND REPRODUCTION
RIGHTS THERETO.

REFRIGERATION PIPE SIZES ARE

BASED ON A MAXIMUM LINE RUN
OF 100 EQUIVALENT FEET FOR
LIQUID AND SUCTION LINES. THIS
INCLUDES AN ALLOWANCE OF 30

EQUIVALENT FEET FOR VERTICAL
RISERS. LINE RUNS LONGER THAN
100 EQUIVALENT FEET MAY VOID

THE LINE SIZES INDICATED ON

OUR SUBMITTAL DRAWING

IT IS THE INSTALLING

CONTRACTORS RESPONSIBILITY

TO FOLLOW ALL APPLICABLE

CODES AND CURRENT

REFRIGERATION INDUSTRY

STANDARDS AND PRACTICES

WHEN DETERMINING LINE SIZES,

AND INSTALLING AND STARTING

UP COLDZONE EQUIPMENT

EVAPORATOR AND PIPING

SERVICE / ISOLATION VALVES ARE

RECOMMENDED FOR PARALLEL
AND MULTIPLEX SYSTEMS. THESE

VALVES ARE TO BE SUPPLIED AND

INSTALLED BY THE INSTALLING

CONTRACTOR
ONTARIO, CA 917611810 VINEYARD AVE. (800)772-2653
(714)529-8503 FAX
FS7.1 - REV

ENGINEERING GUIDE TO SPECIFICATION

FOR REMOTE REFRIGERATION PACKAGE

MINI-PAK REFRIGERATION SYSTEM
THE REFRIGERATION PACKAGE SHALL BE A PRE-ENGINEERED AND FACTORY ASSEMBLED UNIT, TRADE NAME "MINI-PAK", AS MANUFACTURED BY COLDZONE, A DIVISION OF HEAT TRANSFER PRODUCTS GROUP, 1810 VINEYARD AVE. ONTARIO, CA 91761.PHONE: (800) 772-2653, FAX: (714) 529-8503.

CONTRACTOR SHALL FURNISH AND INSTALL, WHERE SHOWN ON PLANS, (1) COLDZONE U.L. APPROVED "MINI-PAK".

1. MINI-PAK REFRIGERATION SYSTEM

THE ENTIRE UNIT IS TO BE WEATHER-PROOFED AND MINIMUM OF TWO COATS OF PAINT SHALL BE APPLIED TO MAKE THE UNIT RUST-PROOF. THE UNIT SHALL BE PROVIDED WITH MULTI-CIRCUITED AIR-COOLED CONDENSER FOR COOLER, FREEZER AND ICE MACHINES. SUCTION LINE FOR LOW TEMPERATURE UNIT MUST BE INSULATED WITH ARMAFLEX.

2. REFRIGERATION UNITS
A. CRANKCASE HEATER SHALL BE PROVIDED WITH EVERY COMPRESSOR.

B. AIR-COOLED CONDENSING UNITS SHALL BE SEMI-HERMETIC, HERMETIC OR GLACIER SCROLL TYPE (COPELAND). EACH UNIT

SHALL BE EQUIPPED WITH HIGH-LOW PRESSURE CONTROL, LIQUID LINE DRIER, SIGHT GLASS, SUCTION AND DISCHARGE VIBRATION ELIMINATOR, AND HEAD PRESSURE CONTROL.

C. ALL COMPRESSOR UNITS SHALL BE NEW AND FACTORY ASSEMBLED TO OPERATE WITH THE REFRIGERANT SPECIFIED IN THE ENGINEERING SUMMARY SHEET.

3. PRE-PIPING
A. ALL COPPER TUBING TO BE REFRIGERANT GRADE A.C.R. OR TYPE "L".

B. ALL TUBING SHALL BE SECURELY SUPPORTED AND ANCHORED WITH CLAMPS.

C. ALL REFRIGERANT LINES SHALL BE EXTENDED TO ONE SIDE OF THE PACKAGE IN A NEAT AND ORDERLY MANNER.

D. SILVER SOLDER AND/OR SIL-FOS SHALL BE USED FOR ALL REFRIGERANT PIPING. SOFT SOLDER IS NOT ACCEPTABLE.E. ALL PIPING TO BE PRESSURE TESTED WITH NITROGEN AT 300 PSI. AFTER THE CONDENSING UNIT AND COIL HAVE BEEN CONNECTED, THE BALANCE OF THE SYSTEM SHALL BE LEAK TESTED WITH ALL VALVES OPEN.

4. CONTROL PANEL
A. THE PACKAGE SHALL HAVE FACTORY MOUNTED AND PRE-WIRED CONTROL PANEL COMPLETE WITH INTERLOCKED MAIN FUSED DISCONNECT, COMPRESSOR CIRCUIT BREAKERS, CONTACTORS AND TIME CLOCKS WIRED FOR SINGLE POINT POWER CONNECTION.

B. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL MAIN POWER LINES TO PANEL, AND USE WIRE HARNESS WIRING

FOR CONTROL AND DEFROST HEATER BETWEEN THE DEFROST CLOCK AND THE REFRIGERATION FIXTURES, ALL IN ACCORDANCE WITH THE WIRING DIAGRAM AND LOCAL CODES.

GENERAL NOTES

1. GENERAL CONTRACTOR
A. CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND COORDINATE WITH OTHER TRADES.

B. GENERAL CONTRACTOR SHALL PREPARE AND WEATHERPROOFING THE PLATFORM AND CURBED OPENINGS.

2. REFRIGERATION CONTRACTOR
A. THE COMPLETE SYSTEM SHALL BE EVACUATED WITH VACUUM PUMP.

B. ALL COPPER TUBING TO BE REFRIGERANT GRADE A.C.R. OR TYPE "L".

C. CHARGE, TEST, AND ADJUST EACH UNIT TO BE IN AN OPERATIONAL SYSTEM.

D. SILVER SOLDER AND/OR SIL-FOS SHALL BE USED FOR ALL REFRIGERANT PIPING. SOFT SOLDER IS NOTE. ALL PIPING TO BE PRESSURE TESTED WITH NITROGEN AT 300 PSI. AFTER THE CONDENSING UNIT AND COIL HAVE BEEN CONNECTED, THE BALANCE OF THE SYSTEM SHALL BE LEAK TESTED WITH ALL VALVES OPEN.

F. REFRIGERATION CONTRACTOR TO PROVIDE AND INSTALL DRAIN LINE HEATER IN FREEZER TO BE CONNECTED BY ELECTRICAL CONTRACTOR

3. ELECTRICAL CONTRACTOR
A. ELECTRICAL CONTRACTOR TO PROVIDE POWER FROM REFRIGERATION PACKAGE AND CONNECT CONTROL AND DEFROST SYSTEM AS CALLED FOR IN THE WIRING DIAGRAM.

B. ALL ELECTRICAL WIRING AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE WIRING DIAGRAM AND LOCAL CODES.

4. PLUMBING CONTRACTOR
A. PLUMBING CONTRACTOR TO PROVIDE HARD A.C.R. OR TYPE "L" COPPER DRAIN LINES FOR WALK-IN REFRIGERATOR AND FREEZER, PITCHED 1/4" PER FOOT OF RUN. IN FREEZER, UNHEATED DRAIN LINE MUST BE OUTSIDE OF FREEZER WALL TO PREVENT FREEZING. TRAP DRAIN LINE OUTSIDE OF REFRIGERATED SPACE TO AVOID ENTRANCE OF WARM AND MOIST AIR.

B. PLUMBING CONTRACTOR TO PROVIDE INDIVIDUAL DRAIN LINE FOR EACH EVAPORATOR UNLESS OTHERWISE CALLED FOR.

C. ALL PLUMBING INSTALLATION SHALL BE IN ACCORDANCE WITH LOCAL CODES.

NOTES:

1. UNIT WEIGHT 581 LBS.

2. INSTALLATION CLEARANCE REQUIRES 3 FT. ON ALL SIDES.

U
R L
MEA

TOP VIEW

LEFT SIDE VIEW FRONT VIEW

FUSED DISCONNECTBY COLDZONE

PLATFORM
(BY G.C)

FINISHED ROOF
72 36-3/4
U
R L
MEA

CONTROL PANEL
38 1/2
1 1/4 36 1 1/4

REFRIGERATION &

ELECTRICAL LINES

INSIDE RACK

REFRIGERATION &

ELECTRICAL LINES

INSIDE OF RACK
FRONT OF UNIT 6"
17 1/2"
15"
38 1/2"
6" X 15" X 6" HIGH CURB

OPENING FOR ELECTRICAL AND

REFRIGERATION LINES BY
GENERAL CONTRACTOR.
2"
7" 2"
72" 2"76"
2"
A A
42 1/2"

COLDZONE
MPL-2 RACK
31A
28 40A
MFR.

FIX T.

SUCT.

RLA V PH REMARKS AMP V AMP V PH
TSTAT

SOLENOID
EXV
A 2 WALK-IN COOLER 13756 35 25 448A ZS13KAE 1-1/2 CARB 101% 8.7 3 13858 A 1 CL6A117ADA 13600 COLDZONE1.6 115/1 8.7 7/8 1/2 3/4-14 ECONET NO NO NO SEALED NO FI FI B 3 WALK-IN FREEZER 9664 -10 -20 448A ZF11K4E 3-1/2 CARB 107% 10.9208-230 3 10367 E 1 CL6E090DDA10600 COLDZONE 1 208-230/1 9.8 1 10.9 7/8 3/8 3/4-14 NO NO YES SEALED NO FI FI CONNECTION SIZES **
LIQUID
DEFROST OPTION NO.

CIRCUIT WITH DEFROST

TIME CLOCK

HEATED AND INSULATED

RECEIVER
REFRIG. RTOTAL SYSTEM AMPS

SUCTION ACCUMULATOR

SUCTION FILTER
A-AIR DEFROST G-GRAVITY(W/TIMER) + S-SINGLE M-MAIN B-BRANCH **

OIL SEPARATORREMARKS
NOTE:

E- ELECTRIC DEFROST DD-DEMAND DEFROST
CONDENSER FAN: 2
CONDENSER FAN AMPS: 6.8 LEGEND * FIXTURES COMPRESSORS EVAPORATOR COILS FURNISHED BY (SEE CODE) ACCESSORIES DEFROST *

QUANTITY
DRAIN FITTING - NPT MODEL NO.

NOMINAL CAPACITY
TOTAL
FAN 1PH
ROUTE +

SUCTION
HEATER

ITEM NUMBER DESCRIPTION
FIXT.°F
H.P.
% of Load
Capacity
Fixture Load

CONNECTED LOAD A FUSE SIZE
IDENT
COLDZONE ENGINEERING SUMMARY POWER SUPPLY: 208-230/3/60 MIIN CIRCUIT AMPACITY

WOODLAND, CA

EAST BEAMER SHELTER
24-0714
MF
7/12/24
22521
0 7/12/24
C
U
R L US
W
5 5
141 16 2 34
1512
1818
2 2
1112

SUCTION
(BACK) 3/4-14 NPT DRAIN 7/8 ELECTRICAL KNOCKOUT (4) BACK, (6) TOP 1212
A
1 1 2 43-5/8 43-5/8 581 1 2 43-5/8 43-5/8 58
FIGURE
NO.

OF FANS W A WEIGHT (LBS. EACH)

EVAPORAOTR COIL(S) INCHES

MODEL NUMBER
QTY
CL6E090DDACL6A117ADA
208-230 ECONET
CONDENSER SELECTED FOR 0 FEET ELEVATION AND 105°F AMBIENT TEMPERATURE ALL COMPRESSOR CIRCUITS INDIVIDUALLY PIPED WITH SEALED LIQUID ANDSUCTION FILTERS, CRANKCASE HEATERS, AND HEAD PRESSURE CONTROL VALVES ELECTROMECHANICAL CONTROLS PER COMPRESSOR WITH HIGH/LOW

PRESSURE SWITCHES POWDER COATED STEEL CABINET PANELS
208-230
SYSTEM

COMPRESSOR
MODEL
NUMBER

RECEIVER

CAPACITY
LBS. (@ 90%)

COOLING CAPACITY
(BTUH) AT 105 AMBIENTCOMPRESSOR ELECTRICAL CHARACTERISTICS

MFR- FURNISH WITH FIXTUREFL- CZ TO FURNISH AND SHIP LOOSEFI- CZ TO FURNISH AND INSTALL ON UNIT Z* - MULTIPLE EVAPORATORS TIED TO ONE CONDENSING UNIT BONDED BY OTHERSRC- FURNISH AND INSTALL BY REF. CONTRACTOR

VERIFY LINE SIZES WITH JOB SITE

CONDITIONS

SYSTEM ITEM
NO:33
PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:SHEET:

REVISIONS:
2222 NE OREGON ST.

SUITE 101
PORTLAND, OR 97232PHONE: 503.702.2575
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
2321

SHELTER II AT

EAST BEAMER
1901 EAST BEAMER STREET
WOODLAND, CA 95776APN:027-360-042

FRIENDS OF THEMISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901
Author
Checker
10/15/24

BUILDING PERMIT

SUBMITTAL
FOODSERVICEREMOTE REFRIG.DETAILS
FS7.1

Page 217 ends

I NTS J NTS K NTS

E NTS F NTS G NTS H NTS

A SECTION AT POT SINK (INTEGRAL) B C SECTION AT DISHTABLE SECTION AT WORKCOUNTER

EDGE/SPLASH/SHELF DETAILS

NTS SECTION AT PREP SINK NTS NTS D NTS

WALL MOUNTED SHELF
L
14 GA. BRACKETS @ 24" O.C
1/2" TYP
MAX
1'-2"
NOTE: REFER TO 3/FS4.1 FOR ADDITIONAL BACKING DETAIL

WOOD STUDS
12" MIN
4" MIN

FOR ADDITIONAL INFORMATION SEE DETAIL
F/FS8.1-DETAIL 7
1/2" TYP 5 1/2" 5 1/2"
3'-0" S/S WALL SPLASH

AS RESULTS
(36" MAXIMUM)

SEE DETAIL
BELOW

S/S WALL LINING
22 GA. S/S
"J" MOLDING

WALL LINING
18 GA S/S
(36" MAXIMUM)

AS RESULTS
(36" MAXIMUM)

AS RESULTS
6" FLUTING
(TYP)

SILICONE

SEAL W/
22 GA. S/S "T" MOLDING
10-24 FLAT S.M
SCREW 2" LONG
J64-1450 DIVIDER BAR
J63-1451-8
CAP STRIP TYP.

WALL SPLASH

MASTIC ADHEASIVE
48" TOP EDGE OF SPLASH
NOTE: REFER TO 3/FS4.1 FOR ADDITIONAL BACKING DETAIL

S/S INSULATED WALL LINING DETAIL
J63-1451-8
CAP STRIP TYP.
1"
WALL
ROXUL

MINERAL-ROCKWOOL
HOOD

S/S FLASHING TO
1" ABOVE BOTTOM OF HOOD
6" AS RESULTS
(36" MAXIMUM)

FULL LENGTH OF EXHAUST HOOD

S/S WALL FLASHING TO BE
(36" MAXIMUM) AS RESULTS
22 GA. S/S
(BY G.C. SEE ARCH)
6" HIGH COVING
"J" MOLDING
GA. S/S FLASHING
ADD RETURN 18

IF AT END WALL

WALL LINING
18 GA S/S

FULL WIDTH OF EXHAUST HOOD

OUTLINE OF

VENTILATOR
(36" MAXIMUM)

AS RESULTS
(36" MAXIMUM)

AS RESULTS
18 GAUGE STAINLESS STEEL WALL LINING WITH 1" MINERAL

WOOL BLANKET AND WIRE MESH BACKING OR CERAMIC FIBER
AND BACKING SPACED OUT 1" ON NON-COMBUSTIBLE SPACERS PER CALIFORNIA MECHANICAL CODE 2022 CHAPTER 5

FLUTING
(TYP)

EXHAUST HOOD

REFER TO
1/FS5.1
A
A
B
B
REFER TO 3/FS4.1 FOR WALL

BACKING REQUIREMENTS

SECTION BB

FINISHED FLOOR
6"
80"
BACKING PLATE 12" HIGH W 3-#10 WS. @
EA. STUD 1 1/2" MIN. EMBEDMENT
10-24 FLAT S.M
SCREW 1" LONG
J63-1451-8 J64-1450 DIVIDER BAR
CAP STRIP TYP.
1"
16 GAUGE STAINLESS

STEEL CHANNEL
WALL
ROXUL

MINERAL-ROCKWOOL

DIVIDER BAR AND CAP STRIP TO BE
COMPONENT HARDWARE GROUP, INC.

SECTION AA
#10 SMS INTO BACKING #10 SMS INTO BACKING

BACKING
2"
(MIN.)
3/4"
1 1/2"
SEE

FLOOR PLAN
3/8" WELDED
16 GA S/S

OVERSHELF
SINK-SPLASH DETAIL 1
45°
RAISED ROLLED EDGE 2
1"
3/4"
R.
3/4"
R.
1 1/2"
3"
2"
3/4"
TURN-DOWN 90° EDGE 3

WALL MOUNTED SHELF
7 SEE ELEV.

TABLE MOUNTED OVERSHELF 6
SEE ELEV.

SUPPORTS
RADIUS

AROUND ALL
5 MARINE EDGE
1/2" 1 1/2"
2"
1/2"
4 SQUARE EDGE
2"
1"
BACK TO BACK SPLASH DETAIL 8
3/4"
R.

TAC WELD 12" O.C
SEE

FLOOR PLAN
16 GA S/S

OVERSHELF
DOUBLE

OVERSHELF
SINGLE

OVERSHELF
1 5/8"
DIA. S/S
POSTS
1 5/8"
DIA. S/S
POSTS
(TYP)
(TYP)
14 GA S/S BRACKET

OVERSHELF
16 GA S/S
(AT 24" O.C.)
1" 12"
SEE ELEV.
2"
1 1/2"

STUD WELD AND CAP NUTS

TO FASTEN SHELF TOP
FLOOR MOUNTED SINK @ WALL FOOT ANCHORAGE DETAIL
(FLANGED FOOT) SHEAR & UPLIFT

FLOORING
3 1/2" DIA X 10 GA. (MIN)

FLANGE FOOT
2-#1O SELF TAPPING

SCREW (AFTER FINAL

ADJUSTMENT)
NOTE: INSTALL ANCHOR PER ICC-ES
ESR-4266. TORQUE TEST =30 FT.LB
3'-O" MAX
2'-O"
30" REFER TO ANCHORAGE AT
BACKSPLASH F/FS8.2
(1) 3/8" EXPANSION ANCHOR
'HILTI' KB-TZ2 W/ 2-1/2"
EMBED. (1) ANCHOR PER
FOOT

ANCHOR EACH FRONT CORNER
LEGS-ADDITIONAL ANCHORS AT 5'-0"
O.C.. WHEN UNIT EXCEEDS 10'-0"
REFER TO L/FS8.1
NOTE: WALL

ATTACHMENT

NON-STRUCTURAL NOT

REQUIRED FOR STABILITY
WOOD STUD - 16 GA. CONT. BACKING
PLATE 12" HIGH W 3-#10 WS. @
EA. STUD 1 1/2" MIN. EMBEDMENT
2-#1O SMS FROM

BRACKET TO BACKING
PLATE
14 GA. S/S
14 GA. S/S
FAUCET

TWIST WASTE

BRACKET
S/S TUBULAR CROSS1 5/8" DIA. 16 GA.

BRACING (WHERE REQ'D.)

WALL LINE
CAULK/SEAL (TYP.)

TOP, SINK &

BACKSPLASH
SPLASH MTD.

RETURN SPLASH ON

ALL END WALLS
30"
2" 26 1/2"
12" 10"
14 GA. S/S TOP
& BACKSPLASH

SUPPORT CHANNELS

WALL LINE
14 GA. S/S 1" x 4"
CAULK/SEAL (TYP.)
NOTE: PITCH DRAINBOARD
TO 1/8" PER LIN. FT.
2"
1 1/2"
3"
10"
NOTE: PITCH
DRAINBOARD TO 1/8"
PER LIN. FT.

DEADEN TOPS
NOTE: SOUND
34" 11"

DEADEN TOPS
NOTE: SOUND
2" 2"
2" 2"
1 5/8" DIA. 16 GA. S/S

TUBULAR CROSS- BRACING
(WHERE REQ'D.)
30"
1 1/2"
1 5/8" DIA. 16 GA. S/S
TUBULAR LEGS WITH ADJ. S/S

BULLET FEET AND S/S GUSSETS
16 GA. S/S SHELF W/SUPPORT
CHANNELS (WHERE REQ'D.)
FIN.

FLOOR
FIN.

FLOOR
16 GA. S/S SHELF

W/SUPPORT

CHANNELS (WHERE
REQ'D.)
1 5/8" DIA. 16 GA.

S/S TUBULAR LEGS
WITH ADJ. S/S BULLET

FEET AND S/S

GUSSETS
14 GA. S/S 1" x 4"

SUPPORT CHANNELS
F/FS8.1 'DETAIL'2'
1 5/8" DIA. 16 GA. S/S

TUBULAR UNDER-SHELF
(WHERE REQ'D.) REFER TO K/FS8.1 REFER TO K/FS8.1

REFER TO
K/FS8.1
3" 34" 11"
2"
10"
2"
CAULK/SEAL (TYP.)
NOTE: PITCH DRAINBOARD
TO 1/8" PER LIN. FT.
34" 14"
(ACCESSIBLE 34") (ACCESSIBLE 14")

DEADEN TOPS
NOTE: SOUND 2" 2"

WALL LINE
30"
14 GA. S/S 1" x 4"

SUPPORT CHANNELS
16 GA. S/S SHELF W/SUPPORT
CHANNELS (WHERE REQ'D.)
1 5/8" DIA. 16 GA. S/S
TUBULAR LEGS WITH ADJ. S/S

BULLET FEET AND S/S GUSSETS
FIN.

FLOOR
F/FS8.1 'DETAIL'4'
14 GA. S/S
14 GA. S/S
FAUCET

TWIST WASTE

BRACKET
S/S TUBULAR CROSS1 5/8" DIA. 16 GA.

BRACING (WHERE REQ'D.)

WALL LINE
CAULK/SEAL (TYP.)

TOP, SINK &

BACKSPLASH
SPLASH MTD.

RETURN SPLASH ON

ALL END WALLS
30"
2" 24"
34"
12" 10"
14"
NOTE: PITCH
DRAINBOARD TO 1/8"
PER LIN. FT.

DEADEN TOPS
NOTE: SOUND
2" 2"
1 1/4" 1 1/4"
1 1/2"
FIN.

FLOOR
16 GA. S/S SHELF

W/SUPPORT

CHANNELS (WHERE
REQ'D.)
1 5/8" DIA. 16 GA.

S/S TUBULAR LEGS
WITH ADJ. S/S BULLET

FEET AND S/S

GUSSETS
14 GA. S/S 1" x 4"

SUPPORT CHANNELS
F/FS8.1 'DETAIL'5'
REFER TO K/FS8.1 REFER TO K/FS8.1

REFER TO
K/FS8.1 14 GA. S/S TOP
& BACKSPLASH

REFER TO
K/FS8.1

REFER TO
K/FS8.1
SPARE S/S SCREWS 12" O.C
1-1/2" EMBEDMENT

FINISHED FACE OF

BUILDING WALL
1'-2"

WOOD STUDS
@ TOP OF PONY WALL

STUD WELD WITH CAP
NUT @ EVERY 12"

REFER TO
DETAIL 4 - F/8.1
16 GA. STAINLESS STEEL
#4 FINISH
16 GA. ANGLE

STAINLESS
STEEL #4 FINISH

PONY WALL CAP SHELF
PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:

SHEET:

REVISIONS:
2222 NE OREGON ST.

SUITE 101
PORTLAND, OR 97232
PHONE: 503.702.2575
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
2321

SHELTER II AT

EAST BEAMER
1901 EAST BEAMER STREET
WOODLAND, CA 95776
APN:027-360-042

FRIENDS OF THE

MISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901
Author
Checker
10/15/24

BUILDING PERMIT

SUBMITTAL

FOODSERVICE

ANCHORAGE

DETAILS
FS8.1

Page 218 ends

I NTS J K

E COLD STORAGE SHELVING ATTACHMENT F G H

A NTS ACCESSIBLE HAND SINK DETAILS NTS NTS DRY STORAGE SHELVING ATTACHMENT NTS

1. S/S POST BRACKET TO BE LOCATED ON TOP SHELF AT REAR POST AS SHOWN.NOTE:2. FOR SIZE AND LOCATION OF DRY STORAGE SHELVING, SEE 1/FS1.1

SIDE VIEW FRONT VIEW
1'-0"
2- 3" #14 WS

FINISHEDFLOOR
4'-9"

POST CLAMP PERMANUFACTURER,
1 CLAMP PER FRONT
AND BACK POSTS. SEE

SIDE VIEW FORLOCATIONS

POST CLAMP PERMANUFACTURERPOST CLAMP PERMANUFACTURER

DRY STORAGE SHELVING POST
ACTUAL HT = 62 9/16"(5'-2 9/16")

S/S POST

C BRACKET L

EQUAL EQUAL
4-TIER SHELVING

SHELVING

LEG TYPICAL
3"x2 1/2" 18GA.

S/S POST BRACKET
2-1/2"
1/2" EXPANSION 'HILTI'
KB-TZ2 ANCHORREQUIRED 2"EMBEDMENT
(1 PER FLANGED FOOT)POST CLAMP PERMANUFACTURER,
1 CLAMP PER FRONT
AND BACK POSTS. SEE

SIDE VIEW FORLOCATIONS
REFER TO 1/FS4.1 FOR BACKING TYPE AND LOCATION
2 1/2"
2"
5/8"
1 1/8"
3"
1 1/4"Ø HOLE
1"

PLAN VIEW

SIDE VIEW
POST
POST
3/16
2- 3" #14 SMS
4-TIER DRY STORAGE SHELVING

1. S/S POST BRACKET TO BE LOCATED ON TOP SHELF AT REAR POST AS SHOWN.NOTE:2. FOR SIZE AND LOCATION OF WALK-IN COOLER/FREEZER SHELVING, SEE 1/FS1.1

SIDE VIEW FRONT VIEW
12"
2- 1" #14 SMS TOP AND BOTTOM

POST CLAMP PERMANUFACTURER,
1 CLAMP PER FRONT
AND BACK POSTS. SEE

SIDE VIEW FOR

LOCATIONS

POST CLAMP PERMANUFACTURERPOST CLAMP PERMANUFACTURER

POST CLAMP PERMANUFACTURER,
1 CLAMP PER FRONT
AND BACK POSTS. SEE

SIDE VIEW FOR

LOCATIONS

S/S POST

BRACKET

WALK-IN SHELVING POST
ACTUAL HT = 62 9/16"(5'-2 9/16")
6" 6" CL
BLDG. WALL, SEEPLANS.

INSULATED WALK-IN
WALL
4-TIER SHELVING

SHELVING

LEG TYPICAL
18GA G.I.

STRAP FOAMED

IN WALL BY

MANUFACTURER

INSULATED WALK-IN
18GA G.I. STRAP FOAMED IN

WALL BY MANUFACTURER
FABRICATED 18GA.

S/S POST BRACKET

AND POST BRACKET

ATTACHMENT SIMILAR
TO D/FS8.2
12"
6"
4'-9"
POST BRACKET REFER TO D/FS8.2
2 1/2"
2"
5/8"
1 1/8"
2-#14 SMS

METRO S/S POST

BRACKET
1 3/8"

VERIFY IN FIELD

CENTERED ON STUD
WALL

WOOD STUDS

ANCHORAGE AT BACKSPLASH
3" MIN
2-#1O WS. FROM WALLCLIP @ EA STUD 16 GA. S/S CONT.

WALL CLIP FULL

LENGTH OF COUNTER

ACCESSIBLE HAND SINK REQUIREMENT NOTES

FRONT VIEW SIDE VIEW
FINISHEDBLD'G. WALL
LC
34" MAX
29"
SOAP
DISP.
36" MIN
18" 18"
29"
24"
34" MAX
5"
24 1/2"
8"
48" MIN.

5. 4.

FAUCET CONTROLS AND OPERATINGMECHANISMS SHALL BE OPERABLE WITHONE HAND AND SHALL NOT REQUIRE TIGHTGRASPING, PINCHING OR TWISTING OF THEWRIST. THE FORCE REQUIRED TO ACTIVATECONTROLS SHALL BE NO GREATER THAN 5LBF. LEVER-OPERATED, PUSH-TYPE AND

2. WHERE TOWEL, SANITARY NAPKINS,WASTE RECEPTACLES, SOAP DISPENSERAND OTHER SIMILAR DISPENSING ANDDISPOSAL FIXTURES ARE PROVIDED, ATLEAST ONE OF EACH TYPE SHALL BELOCATED WITH ALL OPERABLE PARTSWITHIN 40 INCHES FROM THE FINISHEDFLOOR.

3. AREA BELOW HAND SINKS SHALLBE ACCESSIBLE AND CLEAR.

ALL DIMENSIONS SHOWN ARE MINIMUMCLEARANCES, UNLESS NOTED.

1. HOT WATER AND DRAIN PIPES UNDER
ACCESSIBLE HAND SINKS SHALL BEINSULATED OR OTHERWISE COVERED.THERE SHALL BE NO SHARP ORABRASIVE OBJECTS OR SURFACESUNDER HAND SINKS.

FINISHED
FLOOR
LINE
19"
MAX.

LINE
OF
CLEAR
SPACE
MECHANISMS ARE EXAMPLES OF ACCEPTABLEDESIGNS.

DETAIL F/FS8.2
22"
24 1/2"
11" min.
9" min.
#1O SMS 2" MIN. EMBEDMENT @ 4
LOCATIONS INTO BACKING REFER TOFS3.1 FOR BACKING LOCATIONS 800 LBS MAX PER SHELF 3200 LBS MAX PER SHELVING UNIT CAPACITY PER SHELF 48" OR SHORTER 3"x3" 10GA S/S SEISMIC FOOT
PLATE #SAFP-2
600 LBS MAX PER SHELF 2400 LBS MAX PER SHELVING UNIT CAPACITY PER SHELF LONGER THAN 48" NTS
MOBILE EQUIP. ANCHORAGE BRACKET

AIR OUT
AIR IN
WALL, REFER TO ARCH.

OPENING HEADER

OUTSIDE

DOOR OR PASS THRU

WIRING DIAGRAM

ELEVATION

FLOOR LINE

FAN MOTOR

MICRO-SWITCHJ-BOX
LC
SEE
ELECT.

PLAN
EXTERIORDOORDOORFRAMEWIRES BYE.C.

DETAIL 2
NOTE:1. REFER TOC/FS8.2-DETAIL 2 FORWIRING DIAGRAM & ELEVATION.

SECURE FAN TOBLOCKING WITH (4) 1/2" DIA x 2" LAGBOLTS TOP 2" ABOVE

DOOR OR PASS

THRU OPENING

MICRO SWITCH

FOR ON/OFF

CONTROL
4x4 BLOCKING BETWEENSTUDS, SECURE AT EACHEND & EACH SIDE TOWALL STUD WITH ANGLECLIPS DETAIL 1

AIR CURTAIN MTG & MICRO SWITCH DTL
J-BOX

SWITCHMICRO
FAN MOTOR WIRES BY E.C.

AND BOTTOM
3x3x3 16 GA. ANGLE CLIPSECURED TO BLOCKING &STUD WITH 2-1/2" DIA. x 1 1/4" LONG LAG SCREWS, TYP.

RECESS J-BOX AND CONDUIT INTO WALL

SWITCH TO BE FLUSH MOUNTED
B C D

TYPICAL CONNECTION AT

BACKSPLASH OF ALL WALL

MOUNTED COUNTERS
RANGE

ANCHOR EACH CORNER LEG REFER
TO L/FS8.1

FRONT SIDE

REFRIGERANT PIPES & CONTROL CONDUIT
1 2 MAX.

U-BOLT CLIPS

SIDE VIEW OF TRAPEZE SUPPORT

TYPICAL TRAPEZE SUPPORT

STUDS REFER TO

ARCHITECTURAL

WALL TYPE
MOBILE EQUIP.OVER 400LBS

FIELD VERIFY
14 GA. S/S BRACKET ATTACHED TO WALL STUD
WITH TWO (2) #14 WS WITH 3" EMBEDMENT MIN.

FIELD VERIFY OVERLAP HEIGHT OF WALL

MOUNTED BRACKET TO BRACKET MOUNTEDON EQUIPMENT FOR LOCKING PIN CONDITIONBRACKETS AND REINFORCE CHANNEL PROVIDED BY MFG.

FIELD VERIFY BRACKET POSITION WITH WALL STUDS,EACH BRACKET TO STRADDLE STUDS. COORDINATE WITH & AVOID UTILITIES.

TWO (2) LOCKING PIN TRANSPORT BRACKET(S) PER
PIECE OF EQUIP. POSITION BRACKET(S) ON EACH SIDE

ACCESSIBLE & SO AS TO NOT CONFLICT WITH UTILITY
CONNECTION(S). ATTACH TO WALL STUD WITH 2-#14 SMS
NOTE:

1. REQUIRED FOR EQUIPMENT OVER 400LBS.

2. OVERALL HEIGHT(AFF) OF BRACKET PLACEMENT TO

BE FIELD VERIFIED BASED ON EQUIPMENT/FIELD
CONDITIONS.

EQUIPMENT MAYVARY)(REPRESENTED

QUICK RELEASE PIN
14 GA SS BRACKET TAC WELDED

ATTACHED TO THE UNIT

WITH REINFORCE CHANNEL

QUICK RELEASE PIN

6.356

9.136

6.356
(PIN DIA. 1/2")

REINFORCE CHANNEL TAC

WELDED TO BACK OF HOT

CABINET BY FACTORY
HOLE SPACING MATCHMETRO POST BRACKETFASTEN WITH (2)
1/4-20x3/4" PAN HEAD

MACHINE SCREWS W/

WASHERS AND NUTS

NTS NTS NTS GRIDDLE NTS
ANCHOR EACH CORNER LEG REFERTO L/FS8.1

FRONT SIDE

REFRIGERATED COUNTERTOP DISHWASHER

ANCHOR EACH CORNER LEG REFER
TO L/FS8.1

FRONT SIDE
NTS

FOR UPPER ATTACHMENT TO
STRUCTURE, SEE I/FS8.3
ROD STIFFENER REFERDETAIL D/FS8.3 1/2" DIA.

HANGER ROD
"B-LINE" PIPECLAMP, TYP.

LOOP ON CABLE OVER WIREROPE THIMBLE, SECURE 1/2"DIA. PIN SHACKLE TO CLIP 1/8" DIA. STEEL CABLE

SWAY BRACE (LOCATE
AT 45° IN PLAN VIEW)
(1) BRACE AT EACHCORNER (TOTAL 4)
3/16"x2-1/2" BENT
PLATE CLIP.
@ 6'-0" MAX SPACING PLAN VIEW OF TRAPEZE SUPPORT
UNISTRUT P1001 CHANNEL, LENGTH ASREQUIRED, SECURE TO ROD W/ DOUBLE NUTS 1/2" DIA.HANGER ROD
1/8" DIA. STEEL CABLE SWAY
BRACE (LOCATE AT 45° IN PLAN
VIEW) (1) BRACE AT EACH
CORNER (TOTAL 4) AT EA.

SUPPORT
UNISTRUT P1001 CHANNEL, LENGTH ASREQUIRED, SECURE TO ROD W/ DOUBLE NUTS@ 6'-0" MAX SPACING K
2"x 4"x 2" 18 GA. ANGLE STAINLESS STEEL
#4 FINISH WALL CAP REFER TO
ELEVATIONS FOR HT. VERIFY 4" DIM WITH

WALL IN FIELD PRIOR TO FAB

WALL CAP
2-3/8" S/S SCREWS 12" O.C 2"

EMBEDMENT

FINISHED FACE OF BUILDING
WALL
2"x 2" 18 GA. ANGLE STAINLESS STEEL #4 FINISH WALL
CAP REFER TO ELEVATIONS FOR HT. VERIFY 4" DIM

WITH WALL IN FIELD PRIOR TO FAB

FINISHED FACE OF BUILDING
WALL
2-3/8" S/S SCREWS 12" O.C 2"

EMBEDMENT
DETAIL 2
DETAIL 1

ANCHOR EACH CORNER LEG REFER
TO L/FS8.1

FRONT SIDE
PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:SHEET:

REVISIONS:
2222 NE OREGON ST.

SUITE 101
PORTLAND, OR 97232PHONE: 503.702.2575
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
2321

SHELTER II AT

EAST BEAMER
1901 EAST BEAMER STREET
WOODLAND, CA 95776APN:027-360-042

FRIENDS OF THEMISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901
Author
Checker
10/15/24

BUILDING PERMIT

SUBMITTAL

FOODSERVICE

ANCHORAGE

DETAILS
FS8.2

Page 219 ends

E NTS F NTS NTS

D ROD STIFFENER DETAIL
G

CASINGSUSPENDED UNIT
ATRSize
Max. Rod Length
Without Rod
Stiffener
(635.0)(482.6)
(1092.2)
(939.8)(787.4)
In.
3/8"-16
1/2"-13
3/4"-10
7/8"-9
5/8"-11
43"37"31"25"
19"
(mm)
Note: Minimum of (2)-P2486

ROD STIFFENER CHART

CHANNEL RODSTIFFENERALL THREADROD
FOR 3/8" THRU 5/8" ROD
MAX. DISTANCEFROM TOP OFHANGER ROD TOFIRST BOLT OFCHANNEL RODSTIFFENER IS 6"EQUAL SPACINGMAX. DISTANCEFROM TOP OFHANGER ORTRAPEZE TO THEFIRST BOLT OFCHANNEL RODSTIFFENER IS 6"

ALL THREADROD
(FOR 3/4" & 7/8" ROD USE SC-UB)

TYPICAL FOR ALL VERTICAL RODS
NOTE:

ASSEMBLYHANGER ROD STIFFENER"UNISTRUT" P1000
"UNISTRUT" P1000CHANNEL ROD STIFFENERWITH "UNISTRUT" P2486ASSEMBLIES (MIN. 24",TYP) "UNISTRUT" P2486
REFER TO E/FS8.2 ANCHORAGE
TYP. UPPER ATTACHMENT
1-1/2"
1-1/4"
3"
1-1/2"

BOLT ANGLE TO BLOCKINGAT CENTER OF BLOCKING
SECURE ANGLE TO BLOCKING WITH(2) 1/2" DIA. x 5" BOLT, NUT, &LOCKWASHER. LOCK WASHER ON 1 1/2" HANGERROD
ROD STIFFENER REFERDETAIL D/FS8.3

HOOD HANGER SUPPORT
REFER TO K/FS8.2 FOR HOOD DETAIL

1. EXISTING 2x JOISTS2. 4x8 BLOCKING W/ SIMPSON U46 HANGER EACH END TYP 2 FRONT AND BACK SIDE

EXHAUST HOOD ELEVATIONS
REFER TO FS5.1 FOR EXHAUST HOOD DETAIL
PLAN VIEW @ HOOD ITEM 15
2 1/2" x 2 1/2" x 6" LONG 1/4" GA.

ANGLE

A EXHAUST HOOD ANCHORAGE DETAIL PLAN VIEW B EXHAUST HOOD ATTACHMENT SECTION NTS 63"
3" AIR SPACE BUILT
3"

INTO HOOD

SECTION AT HOOD

HANGER AND BRACING
66"

SIDE/END VIEW
WALL
REFER TO FS5.1 FOR EXHAUST HOOD PLAN
80" MINCLEARANCE
A.F.F.

REFER TO A/FS8.3 FOR UNISTRUT PLAN AND CONFIGURATION

CEILING
PERFORATED SUPPLY AIR,REFER TO FS5.1
22 GA. S/S CLOSKIRT TYP.

C
H
TYP. UPPER ATTACHMENT
1 MIN.
2 MAX.
1 1. IJ TYP2. 2x WEB STIFFENER3. 4x8 BLOCKING W/ SIMPSON U46 HANGER EACH END TYP 1 2

TRAPEZE SUPPORT
REFER TO E/FS8.3 FOR ANGLE
1 3
6"
1/2" HANGERROD
REFER TO 4/FS4.2 FOR TRAPEZE DETAIL

SECURE INTO BLOCKING
W/ (2) 1/4" DIA. LAG BOLTSW/ MIN. 2" EMBED.
2"x2"x1/4"x4" LONG ANGLE
(LONG LEG HORIZ.)1/2" (MIN.)ROUND PIN
CHAIN SHACKLE W/ 1/2"
DIA. PIN 1 PER ANGLE
3/16" DIA. AIRCRAFT CABLE SWAYBRACE (LOCATE AT 45 DEGREE IN PLAN VIEW) (1) BRACE AT EACH
CORNER (TOTAL 4)
ROD STIFFENER REFERDETAIL D/FS8.3

BOLT ANGLE TO BLOCKING

AT CENTER OF BLOCKING
I
3"
SLEEVE

ESCUTCHEON

INTERIOR FACEOF WALK-IN WALL

BACKUP MATERIAL

METAL JACKET ONINSULATED PIPE

WALK-IN WALL PANEL

INSULATION
FIRE-PROOFSEALANT-JOINT1/4" MIN. WIDTHBY 1/4" DEEP,TYP.

EXTERIOR FACEOF WALK-INWALL
PIPE

J PIPE THROUGH WALK-IN PANEL NTS
H/FS8.3
F/FS8.3DETAIL 1A
UNISTRUT P5000
1/2" HANGER ROD
UNISTRUT P1726

GUSSETED FLAT 'T'

PLATE TOP AND
BOTTOM
1/2" HANGER ROD
UNISTRUT P5000
1/2" HANGER ROD
HANGER ROD LOCATIONSREFER TO FS5.1 HOODDRAWINGS
45°
UNISTRUT P5000
G/FS8.3
1/2" HANGER ROD
H/FS8.3
1/2" HANGER ROD
F/FS8.3 DETAIL 1B F/FS8.3 DETAIL 1B
B/FS8.3
B/FS8.3 CONT. P1000 UNISTRUT AT WALL W/ #10 WS 2" MIN EMBED

HANGER AND BRACING
REFER TO FS5.1 FOR HOOD DRAWINGS
NTS

HOOD SIDE VIEW
UNISTRUT P5000HS
1/2" THREADED ROD

W /NUT/WASHER ON TOP

AND DOUBLE NUT

W /WASHER ON BOTTOM

FRONT OF HOOD
ROD STIFFENER REFERDETAIL D/2FS8.3.2
UNISTRUT P5000

UNISTRUT
PLATE P1334.

FRONTOF HOOD

THREADED ROD W/ NUT

W/ WASHER ON TOP AND NUT

W/ WASHER ON BOTTOM

THREADED ROD

W/NUT/WASHER ON TOP

AND DOUBLE NUT

W/WASHER ON BOTTOM
WALL
DETAIL 1
DETAIL 2
UNISTRUT P1064UNISTRUT P2864
UNISTRUT P5000

PLAN VIEW -A

WALLBACKSIDE OFHOOD

BACK OF HOOD
1-P2864 UNISTRUT PLATE LOCATED
ABOVE P5OOOHS CHANNEL. 1-P1064

UNISTRUT PLATE PLATE LOCATED
BELOW P1OOOHS CHANNEL (TYP OF 2

LOCATIONS)
1/2" DIA. BOLT
1/2" DIA. BOLT
UNISTRUT P5000
REFER TO E/2FS8.3.2 FOR

ATTACHMENT TO THE BUILDING
REFER TO E/2FS8.3.2 FOR

ATTACHMENT TO THE BUILDING
2-UNISTRUT PLATE P1334.
1 PLATE LOCATED ABOVE
& 1 PLATE LOCATED
BELOW P1OOOHS (TYP
OF 2 LOCATIONS)
HOOD HANGING BRACKETREFER 2FS5.1.2

METAL STUD WALL
UNISTRUT P5000
#10 x 3" SMS
@ 12" O.C INTO BACKING
PLATE
UNISTRUT P1026 CONNECTOR
W/ 1/2 DIA. CHANNEL NUT &

BOLT EACH LEG
CONT. P1000

UNISTRUT AT WALL
1/2" DIA. HANGER
ROD
UNISTRUT P1001DIAGONAL BRACING
2-1/2" BOLTW/ CHANNELNUT
P1012 CHANNEL NUT

ATTACHED TO UNISTRUT
CHANNEL P51001 WITH 1/2"BOLT
BRACING CONNECTION @ P1001
DETAIL 2
P1354A

UNISTRUT

PLAN VIEW - B
1/2" THREADED ROD

W /NUT/WASHER ON TOP

AND DOUBLE NUT

W /WASHER ON BOTTOM
UNISTRUT P5000

BACKING REFER TO STRUCTURAL
10/2S9.01

HOOD HANGING SUPPORT DIAGONAL HOOD BRACING TRANVERSE BRACING AT WALL DETAIL F/FS8.3 'DETAIL'2'
REFER TO E/FS8.3

ANCHORAGE

HANGING BRACKETS WELDED TO TOP
OF HOOD BY HOOD MFG. REFER TO
1/FS5.1 FOR QUANTITY & LOC.

FOR ROD STIFFENER
DETAIL, SEE D/FS8.3
UNISTRUT CHANNEL P5000 ATTACHED

TO FACTORY WELDED BRACKETS AT
HOOD WITH 1/2" BOLTS PER DETAILF/FS8.3 'DETAIL'2'
REFER TO H/FS8.3

ANCHORAGE
F/FS8.3 'DETAIL'2'
REFER TO E/FS8.3

ANCHORAGE

HANGING BRACKET WELDED TO TOP
OF HOOD BY HOOD MFG. REFER TO
1/FS5.1 FOR QUANTITY & LOC.
80" MIN

CLEARANCE
A.F.F.

REFER TO E/FS8.3

ANCHORAGE
22 GA. S/S CLOSKIRT TYP.

F/FS8.3 'DETAIL'2'
UNISTRUT CHANNEL P5000 ATTACHED

TO FACTORY WELDED BRACKETS AT
HOOD WITH 1/2" BOLTS PER DETAILF/FS8.3 'DETAIL'2'

CEILING
REFER TO E/FS8.3

ANCHORAGE
F/FS8.3 'DETAIL'2'
ELEVATION VIEW @ HOOD ITEM 15
REFER TO FS5.1 FOR HOOD DRAWINGS

K COUNTER MOUNTED FOOD MIXER L

COUNTER TOP
10GA. S/S 304 #4, 3" WIDEPLATE W/ 1/4" THRUBOLT THRU COUNTERTOP &CHANNEL, TYPICAL EACH LEG 3/8" COUNTER SUNKHEAD BOLT EACH LEG
14GA. SUPPORT CHANNEL,4-3/8" THRU BOLT W/ NUTAND WASHER AS SHOWNTYPICAL EACH LEG

ICE MAKER

ANCHOR EACH CORNER LEG REFER
TO L/FS8.1
6" MIN

FRONT SIDE
PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:SHEET:

REVISIONS:
2222 NE OREGON ST.

SUITE 101
PORTLAND, OR 97232PHONE: 503.702.2575
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
2321

SHELTER II AT

EAST BEAMER
1901 EAST BEAMER STREET
WOODLAND, CA 95776APN:027-360-042

FRIENDS OF THEMISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901
Author
Checker
10/15/24

BUILDING PERMIT

SUBMITTAL

FOODSERVICE

ANCHORAGE

DETAILS
FS8.3

Page 220 ends

FS FS FS
2'-10"
3/8" WELDED RADIUS

AROUND SUPPORTS
WELD POT RACK @ 12 GA. S/S ANGLE TO SUPPORT

POT RACK

WALL STUD
2 - 1/2" DIA x 2" LAG

BOLT/SCREWS
3"
3"
STAINLESS STEEL WALLCAP, REFER TO K/FS8.2
FS FS
1 FS9.1
FS
19 20 18 5.1 6 13 14 12 11 10 9 8
17 15 16 16.1
21 22 19 20 18 10 9 8
29 26 31 24 30 5 6 6 23 24 32 19

S/S WALL SPLASH
REFER TO J/FS8.1

S/S INSULATED WALL
LINING REFER TO I/FS8.1
5'-0"
6" MIN 6" MIN
29 23
32 24 30 31
7 15.1

BAG-IN-BOX RACK & REQUIRED

ITEMS TO BE SUPPLIED BY

SODA PROVIDER

NO SHELVES, PROVIDE EMPTY

SPACE FOR BAG-IN-BOX
25 28
1 ELEVATION SCALE : 1/2"=1'-0"
G
FS9.1
ELEVATION SCALE : 1/2"=1'-0"
1 FS9.1
ELEVATION SCALE : 1/2"=1'-0"
E
FS9.1
ELEVATION SCALE : 1/2"=1'-0"
D
FS9.1
ELEVATION SCALE : 1/2"=1'-0"
A
FS9.1
ELEVATION SCALE : 1/2"=1'-0"
B
FS9.1
ELEVATION SCALE : 1/2"=1'-0"
C
FS9.1
ELEVATION SCALE : 1/2"=1'-0"
F
FS9.1
ELEVATION SCALE : 1/2"=1'-0"
2 FS9.1
1 FS9.1
REFER T0 2/FS9.2
STAINLESS STEEL WALLCAP, REFER TO K/FS8.2,
DETAIL 1
STAINLESS STEEL WALLCAP, REFER TO K/FS8.2

STAINLESS STEEL
WALL CAP, REFERTO K/FS8.2
4'-12" 5'-7"
ELEVATION SCALE : 1/2"=1'-0"
3 FS9.1

S/S COUNTER TO

EXTEND THROUGHPASS WINDOW
2'-10"
0'-2"

PASS WINDOWBY OTHER
2'-0"
28 3
FS9.1
3'-10"

PONY WALL

SHELF REFER
TO H/FS8.1
PONY WALL SHELFREFER TO H/FS8.1

PASS WINDOW

BY OTHER
0'-2" 0'-2"
0'-2"
0'-2"
PROVIDE 2" CLEARANCE FOR

ROLL DOWN DOOR TRACK

EQUIPMENT SCHEDULE

ITEMNO EQUIPMENT CATEGORY
1 AIR CURTAIN, UNHEATED5 WALL MOUNT HAND SINK5.1 HAND SINK, WALL MOUNT6 MOBILE WARMING & HOLDING CABINET7 MOP SINK STORAGE CABINET8 CLEAN DISHTABLE9 WAREWASHER, DOOR TYPE, HIGH TEMP10 SOILED DISHTABLE11 PRE-RINSE FAUCET, WALL MOUNT12 THREE COMP. SINK13 CLEAN DISHTABLE14 WALL SHELF15 EXHAUST HOOD W/ INSULATED WALL LINING15.1 FIRE SUPPRESSTION SYSTEM16 INDUCTION RANGE W/ OVEN17 GRIDDLE, HEAVY DUTY, ELECTRIC18 WORK TABLE19 3 STACK DRAWER20 WALL SHELF21 MIXER, BENCH22 TABLE, WORK232425 ICE MAKER W/ BIN26 BEVERAGE DISPENSER28 SERVING COUNTER29 REFRIGERATED COUNTER TOP30 OVEN, MICROWAVE31 WORK COUNTER32 PREP SINK AND WORK COUNTER16.1 POT FILLER FAUCET

BRUTE GARBAGE CANTABLE MOUNTED POT RACK
PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:SHEET:

REVISIONS:
2222 NE OREGON ST.SUITE 101
PORTLAND, OR 97232PHONE: 503.702.2575
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
2321

SHELTER II AT

EAST BEAMER
1901 EAST BEAMER STREET
WOODLAND, CA 95776APN:027-360-042

FRIENDS OF THEMISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901
Author
Checker
10/15/24

BUILDING PERMIT

SUBMITTAL

FOODSERVICEEQUIPMENTELEVATIONS
FS9.1

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82093.00006\32985876.3
1 MEMORANDUM OF UNDERSTANDING

CONCERNING EMERGENCY HOMELESS SHELTER
This Memorandum of Understanding Concerning Emergency Homeless Shelter (“Agreement”) is entered into this day of , 2024, by and among the City of Woodland, a municipal corporation of the State of California (“City”), Friends of the Mission, a not for profit California corporation (“FOM”), and Yolo Wayfarer Center, dba Fourth and Hope, a not for profit California corporation (“F&H”), each of whom shall be referred to as a “party” and collectively as the “parties.” This Memorandum of Understanding amends and restates the Memorandum of Understanding executed in 2020.

RECITALS
WHEREAS¸ there is a growing number of individuals and families in the City of Woodland and Yolo County who lack adequate food and shelter; and
WHEREAS, the City of Woodland owns that certain real property (as described in Exhibit A, attached hereto and incorporated herein), located in unincorporated Yolo County right outside of City limits, at the corner of East Beamer Street and County Road 102, with an address of 1901 E. Beamer Street, described as Yolo County Assessor’s Parcel Number 027-360-010 (the “Property”), and the City desires to use 1.25 acres of the Property (the “Project Site”) to construct an emergency homeless shelter project (the “Shelter Campus”); and WHEREAS, the City Council of the City of Woodland on April 21, 2020 declared conditions of emergency and authorized the performance of an emergency shelter project as a means of quickly providing shelter to the homeless population, a need that has become even more urgent with the emergence of COVID-19, a contagious virus that has been classified as a global pandemic and has no known cure at this time; and WHEREAS, FOM is a non-profit corporation that provides affordable housing for people in need, particularly to the homeless population in Yolo County; and WHEREAS, F&H’s mission is to provide services, including shelter and recovery services, to individuals in need, and F&H currently provides homeless shelter and meal services to the homeless; and WHEREAS, both FOM and F&H desire to partner with the City to provide services to the homeless population at the Shelter and desire to document the terms and conditions of such agreement.

NOW, THEREFORE, in consideration of the mutual promises contained herein, the parties agree as follows:

AGREEMENT

1. Incorporation of Recitals. The recitals set forth above are expressly incorporated herein by reference.

2. Purpose of Agreement. The purpose of this Agreement is to set forth the expectations and obligations of the parties (and any contractually obligated entity) concerning operation of an emergency homeless shelter located at 1901 East Beamer Street The parties acknowledge and agree that subsequent transactions and agreements will subsequently follow after execution of this Agreement that amends and supersedes the agreement approved on June 16, 2020 by the Woodland City Council between the City of Woodland and FOM and F&H.

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2 3. Shelter Campus Project Description. The City in a joint public private partnership assisted with the construction and funding (approved in 2020) an emergency shelter facility, consisting of a 6,500 square foot, single story shelter with associated improvements (the “Shelter”). Additional temporary trailers house the commercial kitchen, bathrooms, showers, and laundry facilities that will be subsequently replaced with permanent facilities as funding allows but no later than November 1, 2030. Upon completion of the Shelter, the Shelter will be able to house up to 100 homeless individuals in separate adult men’s and women’s sleeping areas. A depiction of the Shelter Campus layout is included in Exhibit B, attached hereto and incorporated herein. The Shelter shall consist of the following components:

A. Sleeping Areas Each sleeping area will have up to 48 operational bunk beds and at least two single beds in total divided between the two sleeping areas, in compliance with the Americans with Disabilities Act. For a two-year period beginning on , 2024 and end on , 2026, a minimum of 70 beds shall be provided between the two sleeping areas.

B. Food and Dining. Kitchen facilities will be provided through a refurbished mobile commercial kitchen, housed in a temporary mobile trailer. The Shelter building will contain a common cafeteria/multi-purpose dining and assembly area.

C. Office Space. The Shelter building will contain three secure offices for, respectively, intake assessment, individual counseling, case management, and administration space for staff. A fourth office will be used for overnight monitoring space for Support Staff, camera monitoring, mail sorting, and some supply and meds storage.

D. Outdoor Courtyard. The Shelter Campus will have an outdoor covered courtyard that can accommodate up to 50 people at one time.

E. Restroom Facilities. Restroom facilities will be provided in temporary modular commercial restroom trailers on the Shelter Campus. One restroom trailer will be for men, and another restroom trailer will be for women, with one compartment in each designated as gender neutral. Each of these restroom trailers will have four operational compartments, each containing a sink, toilet, and shower that is not compliant with the ADA and one compartment with an ADA-compliant sink, toilet, and shower.

F. Laundry. Laundry services will be provided on a self-service basis, established in a separate temporary commercial modular trailer on the Shelter campus and will have eight operational washing machines and eight dryers. Supervision and education of laundry services to be offered daily.

G. Utilities. The Shelter building shall have electricity provided by Pacific Gas & Electric, with conduit to accommodate Wave and AT&T telecommunications services, and the Shelter shall be connected to the City water and sewer systems which the City is installing or has installed.

4. Ownership of Shelter and Property.

A. Parcelization and Intent to Transfer. The City transferred ownership to FOM the parcel containing the Shelter Campus and any and all permanent improvements, including the Shelter building, in 2020 with the recording of a quitclaim deed for the Shelter Campus parcel. FOM has entered into a lease agreement with F&H for operation and maintenance of the Shelter Campus. Any subsequent change to the lease agreement or sublease agreement between FOM and any other entity is at the discretion of the City Council approval.

B. City’s Retention of Trailers. Prior to and following transfer of the Project Site to FOM specified above in 4.A., the City shall retain ownership of the trailers for restroom, kitchen, and laundry services.

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3 FOM intends to replace the trailers with a permanent addition to the Shelter Campus which shall occur no later than November 1, 2030 and will include offices, restroom facilities, laundry facilities, storage space, a kitchen, and a dining room. When FOM completes some or all of this construction and no longer has a use for the trailer(s), the City shall have the right of first refusal to assume ownership of the trailer(s). Should the City not exercise this right, FOM shall sell the trailer(s) to the highest bidder. The proceeds from the sale(s) shall be provided to the City as CDBG Program Income. The City will consider a FOM proposal to fund a capital improvement at the East Beamer Way Campus with CDBG Program Income derived from the sale of the trailer(s).

5. Operation of Shelter. Upon completion of the Shelter Campus construction, the parties intend for FOM to own and manage the facility. Assuming the transfer specified above in Section 4 occurs, FOM will execute a lease agreement with F&H for the occupancy and operation of the Shelter in accordance with the following terms:

A. Relocation of Existing Operations. F&H has relocated its former homeless shelter operations at Fourth and North Streets in the City of Woodland to the Property and the Shelter Campus with the former location repurposed as a clean and sober residential facility for adult women. F&H shall consult will the City on any proposed change of use for the former location to ensure compliance with the City’s Zoning Ordinance.

B. Intake. F&H will be responsible for all intake services. The parties understand and agree that the intent of the Shelter is to primarily serve qualified homeless persons within Yolo County currently experiencing, or who are at risk of, homelessness. A qualified homeless person is a person identifying as unhoused or homeless. This will be completed upon entering or within 72 hours of admission. During intake, clients will be asked to identify as male or female before placement in the sleeping area with which they identify. Also during intake, a person identified as a resident of another county will not necessarily be denied service at the Shelter but will be referred to resources within the person’s home county within 5 days; and staff will help facilitate transportation to the last place of residence unless the return could cause harm to the person. F&H will endeavor to relocate people from counties other than Yolo back to their home counties and into a safe shelter environment, family member, or caregiver when such relocation is permissible. F&H will continue to work in collaboration with the Continuum of Care throughout Yolo County to provide mental health-related services. F&H shall maintain client records that include intake interviews.

C. Evaluation of Services Needed. F&H will evaluate the individual service needs of the individuals or household and learn about past or current services provided and any other information necessary for F&H to provide services to the individual or household.

D. Overnight Service. F&H shall provide overnight services, from 6:00 pm to 7:00 am, for qualifying individuals to check in during the 6:00 pm intake. In accordance with federal guidelines, the residents may continue to reside in the Shelter until stable housing is obtained provided they continue to participate in a case management plan that is established by F&H within seven days of entry. An individual who fails to participate or fails to appear at the Shelter for each of three consecutive days without a Shelter staff approved pass or communication will have their bed made available for another qualifying individual.

E. Day Services. During the day, Shelter residents may check in for day services, meet with case managers, work on their case plan, seek housing, and travel to their place of employment. Day services shall be made available for Shelter clients and for those living unhoused (e.g. persons sleeping in cars or in any other place not meant for human habitation). F&H shall provide day services, from 7:00 am to 6:00 pm to those that identify as homeless and request use of the restrooms, showers, or laundry services, or of food or donated items (e.g., clothing, care packages and hygiene kits), or for case management or navigation and other services through community partners (e.g., mental health, physical health). Those requesting day services shall be asked to sign in through the intake process and shall be assessed for need, provided with an orientation on services offered, and given instructions on the Shelter’s code of conduct. Day services shall not be suspended or altered without advanced planning and consultation with the City. The City’s Homeless Coordinator shall be notified when

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4 changes are proposed for day services.

F. F&H shall provide assistance with transportation and assist residents with accessing public transportation and/or ensure residents can access healthcare appointments and urgent care without reliance on the 911 system. At a minimum, F&H shall transport shelter residents three times daily, five days per week to a bus stop where connections can be made to other parts of the city.

G. Code of Conduct. F&H will use an established behavioral code of conduct and will inform Shelter residents of such code of conduct. F&H will not permit individuals who have violated the code of conduct to remain in the Shelter or to receive services at the Shelter. Federal guidelines do not limit the length of stay at the Shelter providing the residents abide by the code of conduct and participate in case management. Violations of the code of conduct shall be subject to three written warnings, a referral to the Multi-disciplinary Team after the second warning, and following the third violation, dismissal for a minimum of three days and up to 12 months for aggressive behavior or acts of violence. This list shall be provided to the City’s Homeless Coordinator and updated monthly.

H. Recordkeeping. F&H will maintain records of services provided to Shelter residents utilizing the HMIS system.

I. Utilities. F&H will be responsible for the payment of all public and private utilities, including water, sewer, garbage, gas and electric, phone, and internet service.

J. Management of Adjacent Area. F&H and FOM agree to use their best efforts to discourage illegal camping, trespassing, and loitering in the area surrounding the Property and will encourage Shelter residents to act in a manner that will not negatively affect adjacent properties or businesses. F&H and the City will communicate with the adjacent landowners and businesses to attempt to resolve any issues that may arise, or have arisen, regarding the Shelter Campus.

6. Additional Operational Practices. Subject to sufficient funding, F&H will also provide the following services:

A. Participate in the Homeless Management Information System or a comparable system for domestic violence treatment.

B. F&H will use HMIS or comparable data quality reports to ensure the accuracy of submitted information and will participate in the Yolo County CoC HIMS system and data that is available to those agencies in the collaborative. HMIS data shall be submitted to federal, state and local contractors for outcomes measurement requests. The outcome data shall be available to other partnering agencies as needed.

C. Provide an information hub, and potentially access, to Shelter residents about drug and alcohol recovery services, mental health treatment services, employment services, money management/credit counseling services, parenting support, and other services as needed and relevant to the individual or household.

D. Provide services that support individuals being able to exit the Shelter and enter into stable housing, including providing information and referrals, information and potential access to other services as may be needed, assistance with accessing available services, assistance with benefits and advocacy on behalf of Shelter residents, the provision of or referral to employment services, and providing regular check-ins with F&H staff or volunteers about individuals’ progress towards a plan to exit the Shelter.

E. Whenever possible, F&H shall coordinate services for clients with the Yolo County Health and Human Services Agency, local healthcare providers, and nonprofit providers. To the greatest extent

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5 possible, services shall be provided onsite at the shelter or in adjacent facilities at the East Beamer Way Campus.

F. Develop a permanent housing plan for Shelter residents in an effort to provide residents with stable long-term housing.

G. When Shelter residents are denied permanent housing based on cause, F&H will track the reasons for an individual being denied housing.

H. Track each reason for why a Shelter resident was involuntarily discharged from the Shelter in a format that is easily reportable.

I. Provide on-site storage for client belongings and retain such belongings upon exit of services for up to seven days. F&H will relocate its leased storage container to the Shelter Campus and may acquire additional storage. Overnight client belongings must fit in the space of their bed or approximately one week of clothing and other necessary items. For those that leave the Shelter without returning, F&H will store their belongings for up to seven days.

7. Funding for Operations. Funding for the Shelter Campus, derived from a variety of public and private sources, includes the City of Woodland and the County of Yolo. F&H will require additional funding beyond the amount previously needed to operate its existing homeless shelter due to the increased population the Shelter Campus will serve and the additional day services that are anticipated to be provided. The City agrees to prioritize financial assistance, using non-General Fund dollars, to help support the Shelter overnight and day services programs that could assist F&H’s operational budget and finds that the provision of such funding serves a public purpose of providing shelter services to the unhoused population and serves to protect the health, welfare, and safety of the public. The City also agrees, whenever it is feasible and necessary, to partner with F&H in its pursuit of available funding related to continued operations of the Shelter Campus.

8. Annual Report. F&H shall provide the City will an annual report by February 1 of each year. The contents of the report shall be determined by the City and the report is intended to summarize the outcomes of the shelter operations during the pervious calendar year. Examples of annual report data include the number of clients served, clients exited to permanent housing, clients reunited with their community of origin, and other information focused on measurable outcomes of the shelter operations.

9. Additional Obligations. FOM and F&H’s lease agreement will also specify each party’s roles and responsibilities concerning ongoing maintenance, repairs, and security. The parties agree that the following terms will be included in such lease agreement:

A. Ongoing Maintenance. F&H and FOM shall be responsible, at their sole cost and expense, for the daily maintenance of the Shelter Campus (including providing regular janitorial services), including the sleeping area, offices, the trailers, and grounds of the Property.

B. Repairs. F&H and FOM shall be responsible, at its sole cost and expense, for making improvements and repairs to all portions of the Shelter Campus including the trailers. F&M and FOM shall determine between them which party is responsible for which type of repair C. Security and Shelter Monitoring. F&H shall pay for the installation and maintenance of a security system and will maintain security cameras that will provide a video feed of the exterior of the Shelter Campus and the Property to the Woodland Police Department. FOM shall provide staff that monitors the interior of the Shelter Campus and shall provide such security in a manner that is consistent with best practices for

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6 emergency shelters.

D. Accounting and Fiscal Controls. F&H will use an accounting system that is maintained in accordance with Generally Accepted Accounting Principles (GAAP). F&H will incorporate internal fiscal control procedures that are periodically reviewed and approved by the F&H Board of Trustees.

E. Insurance. FOM and F&H agree to procure and maintain in full force and effect for the duration of this Agreement the following policies of insurance set forth in this Section 15, to name the City as additional insureds and agrees that its insurance shall be primary. The required insurance policies are as follows:
i. Commercial General Liability: Commercial General Liability Insurance which affords coverage at least as broad as Insurance Services Office “occurrence” form CG 0001, with minimum limits of at least $1,000,000 per occurrence. Defense costs shall be paid in addition to the limits. The policy shall contain no endorsements or provisions limiting coverage for (1) products and completed operations; (2) contractual liability; (3) third party action over claims; or (4) cross liability exclusion for claims or suits by one insured against another.
ii. Automobile Liability: Automobile Liability Insurance with coverage at least as broad as Insurance Services Office Form CA 0001 covering “Any Auto” (Symbol 1) with minimum limits of $1,000,000 each accident.
iii. Workers’ Compensation: Workers’ Compensation Insurance, as required by the State of California and Employer’s Liability Insurance with a limit of not less than $1,000,000 per accident for bodily injury and disease. If coverage is written on a claims-made basis, the retroactive date shall precede the effective date of this Agreement, and continuous coverage will be maintained or an extended reporting period will be exercised for a period of at least three (3) years from termination or expiration of this Agreement.

10. Compensation/Rent. The parties understand and agree that no compensation in the form of rent shall be charged by any party to any other party. Neither shall F&H receive a fee from any other party for operating the Shelter.

11. Term. This Agreement shall become effective upon the execution of it by the last party to execute it. The term of the Agreement shall commence upon the City’s completion of Shelter construction, which is currently estimated to occur on or around November 1, 2020. This Agreement shall continue in full force and effect until the City transfers the Project Site to FOM unless earlier terminated by the parties.

12. Termination: This Agreement shall be terminated automatically upon the City’s transfer of the Project Site to FOM. The Agreement shall also terminate if the City does not complete construction of the Shelter Project by January 1, 2025 or may be terminated by any party with respect to any other party(ies) for default.

13. General Provisions.

A. Notice. Any communication, notice, or demand of any kind whatsoever that any party may be required or may desire to give to, or serve upon, another party shall be in writing and delivered by personal delivery (including express or courier service), by facsimile transmission (if confirmed in writing sent by registered or certified mail, postage prepaid, return receipt requested), or by registered or certified mail, postage prepaid, return receipt requested, addressed as follows:

City: City of Woodland
Woodland City Hall

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82093.00006\32985876.3
7 300 First Street
Woodland, CA 95695
Attn: City Manager
Facsimile: (530) 661-5813
F&H:

FOM:

Any party may change its address for notice by written notice given to the other parties in the manner provided in this Section. Any such communication, notice, or demand shall be deemed to have been duly given or served on the date personally served, if by personal service, one (1) day after the date of confirmed dispatch, if by electronic communication, or three (3) days after being placed in the U.S. Mail, if mailed.

B. Entire Agreement. This Agreement contains all agreements, promises, and understandings among the parties, and no other oral agreements, promises, or undertakings will be binding upon any of the parties, and any addition, variation, or modification to this Agreement shall be void and ineffective unless made in writing and signed by all of the parties.

C. Principles of Interpretation. No inference in favor of or against any party shall be drawn from the fact that such party has drafted any part of this Lease. The parties have both participated substantially in its negotiation, drafting, and revision, with advice from legal counsel and other advisers of their own selection.

D. Assignment. No party may assign this Agreement without the prior express written consent of the other parties, which consent may be withheld in a party’s sole discretion.

E. Successors. This Agreement shall be binding on, and shall inure to the benefit of, the successors and assigns.

F. Waiver. The waiver by any party of any breach of any term, covenant, condition, or provision contained herein shall not be deemed to be a waiver of such term, covenant, condition, or provision for any subsequent breach of the same or any other term, covenant, condition, or provision contained herein.

G. Attorneys’ Fees. The prevailing party in any action brought by any party hereto, based on any claim arising under this Agreement, and shall be entitled to reasonable attorneys’ fees and court costs.

H. Invalidity. If any provision of this Lease is invalid or unenforceable with respect to either party, the remainder of this Lease or the application of such provision to persons other than those as to whom it is held invalid or unenforceable, shall not be affected and each provision of this Lease shall be valid and enforceable to the fullest extent permitted by law.

I. Governing Law and Choice of Forum. This Agreement, and performance hereof, shall be governed, interpreted, construed, and regulated by the laws of the State of California. Venue shall be in Yolo County.

J. Authority to Enter Agreement. Each party represents to the other parties that it have the requisite power and authority to conduct their business and to execute, deliver, and perform the requirements of,

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8 this Agreement. Each party warrants that the individuals who have signed this Agreement have the legal power, right, and authority to enter into this Agreement and bind each respective party.

K. Counterparts. This Agreement may be executed in counterparts and when so executed by the parties, each such counterpart will constitute an original document.

IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the day and year written next to their names.

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9 CITY OF WOODLAND
_____________________________ Date
Ken Hiatt, City Manager

FRIENDS OF THE MISSION
_____________________________ Date

FOURTH AND HOPE
_____________________________ Date

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EXHIBIT A
[Description/Depiction of Property]

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EXHIBIT B
[Layout of Shelter Campus]

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DailyDemocrat.com · Woodland, CA

WOODLAND, CITY OF - LEGALS
ATTN: ACCOUNTS PAYABLE
300 FIRST ST
WOODLAND, CA 95695
c/o Legals 57 Commerce Place, Suite A
Vacaville, CA 95687
530-406-6223
[email protected]
Account Number:

Ad Order Number:

Customer's Reference
/ PO Number:

CDBG 23/24 Action Plan Amendment
/ 24-31
0006858768
Publication Dates:

Publication: Woodland Daily Democrat
10/22/2024
Amount: $259.43
Payment Amount: $0.00
r.BP16-07/03/17 1

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Invoice Text: NOTICE OF PUBLIC HEARING AND

PROPOSED

AMENDMENT

CITY OF WOODLAND

COMMUNITY

DEVELOPMENT BLOCK GRANT
2023/24 ACTION PLAN SUBTANTIAL AMENDMENT
Notice is hereby given that the City of Woodland intends to amend its 2023/24 Action Plan to allow for the reallocation of Community Development Block Grant funds for the rehabilitation of restroom and shower trailers at the Fourth & Hope emergency shelter (Yolo Wayfarer Center) located at 1901 East Beamer Street, Woodland, CA 95776. The Substantial Amendment describes a new activity (rehabilitation of restroom and shower trailers) that will be funded through the 2023/24 Action Plan. The public is invited to review the draft Substantial Amendment to the 2023/24 Action Plan. The City anticipates that an estimated $131,000 in CDBG funds will be reallocated through the Substantial Amendment. A public hearing will be held to receive citizen's views on the draft Substantial Amendment to the 2023/24 Action Plan. This Public Hearing will be held on November 19, 2024 at 6:00 p.m. in the Council Chambers, City Hall, 300 First Street, Woodland, CA 95695. All interested citizens and public or private agencies serving the Woodland community are invited to attend the Public Hearing and/or submit comments. Public comments received by the City on the Substantial Amendment will be incorporated into the final Plan as approved by the City Council. Notice is hereby given that the 30-day review period for the Substantial Amendment begins October 22, 2024 and ends on November 21, 2024. Copies of the draft 2023/24 Action Plan Substantial Amendment will be available at the City of Woodland's Community Services Department (Woodland Community and Senior Center, 2001 East St., Woodland, CA 95776) and the Community Development Department (City Hall, 300 First St., Woodland, CA 95695) during regular business hours. For further information, contact Dan Sokolow, Senior Planner at (530) 661- 2019 or [email protected].

AVISO PÚBLICO

CUIDAD DE

WOODLAND

ENMIENDA SUBSTANCIAL DEL PLAN DE ACCION DEL PROGRAMA PARA EL

DESSAROLLO DE LA COMMUNIDAD DE LA CUIDAD DE
WOODLAND 2023/24
(COMMUNITY BLOCK GRANT)
El aviso se da por este medio que la Ciudad de Woodland tiene la intención de modificar su Plan de Acción 2023/24 para permitir la reasignación de fondos de la Subvención en Bloque para el Desarrollo Comunitario para la rehabilitación de baños y duchas en el refugio de emergencia Fourth & Hope (Yolo Wayfarer Center) ubicado en 1901 East Beamer Street, Woodland, CA 95776. La Enmienda Sustancial describe una nueva actividad (rehabilitación de remolques de baños y duchas) que se financiará a través del Plan de Acción 2023/24. Se invita al público a revisar el borrador de la Enmienda Sustancial al Plan de Acción 2023/24. La Ciudad anticipa que se reasignarán aproximadamente $131,000 en fondos CDBG a través de la Enmienda Sustancial. Se llevará a cabo una audiencia pública para recibir las opiniones de los ciudadanos sobre el borrador de la Enmienda Sustancial al Plan de Acción 2023/24. Esta Audiencia Pública se llevará a cabo el 19 de noviembre de 2024 a las 6:00 p.m. en la Sala del Consejo, Ayuntamiento, 300 First Street, Woodland, CA 95695. Todos los ciudadanos interesados y las agencias públicas o privadas que prestan servicios a la comunidad de Woodland están invitados a asistir a la Audiencia Pública y/o enviar comentarios. Los comentarios públicos recibidos por la Ciudad sobre la Enmienda Sustancial se incorporarán al Plan final aprobado por el Consejo Municipal. Por la presente se notifica que el período de revisión de 30 días para la Enmienda Sustancial comienza el 22 de octubre de 2024 y finaliza el 21 de noviembre de 2024. Las copias del borrador de la Enmienda Sustancial del Plan de Acción 2023/24 estarán disponibles en el Departamento de Servicios Comunitarios de la Ciudad de Woodland (Woodland Community and Senior Center, 2001 East St., Woodland, CA 95776) y en el Departamento de Desarrollo Comunitario (City Hall, 300 First St., Woodland, CA 95695) durante el horario comercial habitual. Para obtener más información, comuníquese con Dan Sokolow, Planificador Senior, al (530) 661-2019 o a [email protected].

Date: October 22, 2024
Sarah Lansburgh, CMC, City Clerk
r.BP16-07/03/17 2

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DailyDemocrat.com · Woodland, CA

WOODLAND, CITY OF - LEGALS
ATTN: ACCOUNTS PAYABLE
300 FIRST ST
WOODLAND, CA 95695
c/o Legals 57 Commerce Place, Suite A
Vacaville, CA 95687
530-406-6223
[email protected]
Account Number:

Ad Order Number:

Customer's Reference
/ PO Number:

Notice of Public Hearing, Planning Application Friends of the Mission / 24-38
0006863850
Publication Dates:

Publication: Woodland Daily Democrat
11/15/2024
Amount: $261.00
Payment Amount: $0.00
r.BP16-07/03/17 1

Page 239 ends

Invoice Text: CITY OF WOODLAND

NOTICE OF PUBLIC HEARING
NOTICE IS GIVEN HEREWITH that the City Council of the City of Woodland, at its regularly scheduled meeting to be held on Tuesday, November 19, 2024, at 6:00 PM or as soon thereafter as the matter may be heard, in the City Council Chambers, 300 First Street, City Hall, Woodland, CA, will hold the following public hearing:

Planning Application, Friends of the Mission, Inc. (PLNG 24-00050):

Approve a Zoning Administrator Permit, subject to recommended conditions of approval, for the emergency shelter 's fourth-phase facility expansion, transferring temporary kitchen, laundry, and shower facilities into a new 12,000-sf building.

Allocate $131,000 of CDBG funds for rehabilitating the temporary restroom and shower trailers (until the transition to the permanent facility).

Allocate $500,000 from State Permanent Local Housing Allocation grant funds for the existing emergency shelter operations.

Approve updated Operating Agreement specifying terms of emergency shelter operations and services.

The new 12,000-sf building will be located east of the existing emergency shelter at 1901 E. Beamer Street, in the city 's Industrial zone.

Staff Contact: Megan Meier, Senior Planner, [email protected] Dan Sokolow, Senior Planner Environmental Determination: Staff has determined that a Class 1 Categorical Exemption (Existing Facilities) pursuant to Section 15301 of the CEQA Guidelines and a Class 32 Categorical Exemption (Infill Development) pursuant to Section 15332 of the CEQA Guidelines is the appropriate level of CEQA review for this document. Class 1 consists of the operation, repair, maintenance, permitting, leasing, or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of use beyond that existing at the time of the lead agencies' determination. Class 32 exemption consists of projects characterized as in-fill development within urbanized areas.

The class consists of environmentally benign in-fill projects located on sites that are less than 5 acres and consistent with local general plan and zoning requirements. The project will not have any biological, air, water, traffic, or noise impacts.

Availability of Documents: Copies of materials, including the agenda, will be available on November 15, 2024, at the Community Development Department, City Hall, 300 First Street, Woodland, CA 95695, and on the City 's web page:
http://cityofwoodland.org/654/Meetings-Agendas.

Public Comments: All interested persons are invited to attend the hearing and express opinions. Forms to express opposition or support of the project are available from the Community Development Department. All comments received will be given to the City Council for their consideration. Please note, City does not transcribe its hearings, however, summary minutes are prepared and are publicly available once approved by the hearing body. Please contact the Community Development Department at (530) 661-5820, if you have questions about these items or the public hearing.

In addition to live in person public comment, members of the public may submit their comments prior to 4:00 PM via Written Public Comments.

Members of the public are welcome to submit written comments prior to the meeting. Comments should be submitted by email to [email protected]. Written Comments received at least two (2) hours prior to the scheduled start time of the City Council meeting will be provided to the City Council and posted to the City website as part of the official record of the meeting but will not be read into the record. Written Comments received within two (2) hours of the scheduled start time of the City Council meeting and during the City Council meeting will be provided to the City Council the day following the City Council meeting. If you are submitting written comments on a particular item on the agenda, please identify the agenda item number and letter.

Pursuant to section 65009 (b) (2), the State Government Code "If you challenge any of the above projects in court, you may be limited to raising only those issues you or someone else raised at the public hearing(s) described in this notice or in written correspondence delivered to the City Council at, or prior to, this public hearing." Dated: November 15, 2024
Sarah Lansburgh, CMC, City Clerk
r.BP16-07/03/17 2

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TO: THE HONORABLE MAYOR AND CITY COUNCIL
AGENDA: City Council Regular Meeting
DATE: December 3, 2024
ITEM #: H.13
SUBJECT: Introduction and Waiver of First Reading of an Ordinance Amending Section 15.16.200 of the
Woodland Municipal Code
Recommendation for Action: Staff recommends that City Council introduce and waive first reading of an Ordinance amending Section 15.16.200 of Chapter 15.16 of the Woodland Municipal Code to provide additional alternative means of compliance with the City’s affordable housing requirements.

Staff Contact:

Ken Hiatt, City Manager (530) 661-5802, [email protected] Fiscal Impact:

None.

Background:

The City has enacted Chapter 15.16 of the Woodland Municipal Code (the “Affordable Housing Ordinance”), which requires that a portion of dwelling units contained in new residential developments in the City be sold or rented at an affordable housing cost to very low, low and moderate income families. The Affordable Housing Ordinance is one of several means that the City uses to ensure that affordable housing is developed in the City, in an effort to ensure that a broad a range of income levels have the opportunity to live in safe and secure housing in the City.

In certain circumstances and under certain economic conditions, however, compliance with the baseline requirements of the Affordable Housing Ordinance, which requires the construction and sale or rent of affordable units at specified income levels as part of each market rate development, unless otherwise exempted from the Affordable Housing Ordinance, can prove challenging, and may delay or otherwise hinder the development of market rate housing, which is also needed in the City. As a result, the Affordable Housing Ordinance includes certain alternative means of compliance with the Affordable Housing Ordinance, including the dedication of land that can be used for the future development of affordable housing, and/or the payment of affordable housing in-lieu fees, which the City can then use to help facilitate the future development of affordable housing. This provides the City and developers with additional flexibility which can help to streamline and maximize the development of both market rate and affordable housing in the City.

The Affordable Housing Ordinance does not currently allow developers to satisfy the requirements of the Affordable Housing Ordinance through the actual development of off-site affordable housing units that are not within the boundaries of a market rate development, even though both land dedication and payment of in-lieu fees are alternatives that result in the development of off-site affordable units. City staff believes that offering developers the ability to receive credit toward their affordable housing requirements through the development of off-site units by the developer or through an agreement between the developer and a third party affordable housing developer (subject to the discretion of the City Council) would provide the City with further flexibility that may allow the City to facilitate the production of affordable housing at lower income levels than would otherwise be provided under the Affordable Housing Ordinance, or to produce the units earlier in the development process, making the required affordable units available sooner than would otherwise be the case.

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Discussion:

The proposed ordinance would add a new subparagraph D. to Section 15.16.200 of the Woodland Municipal Code, which describes the alternatives to on-site construction of affordable units under the requirements of the City’s Affordable Housing Ordinance. The new subsection D. allows that a developer may receive credit on a unit-for-unit basis toward the requirements of the Affordable Housing Ordinance for the development of off-site affordable units either by the developer, or pursuant to an agreement between the developer and a third party affordable housing developer that contemplates that the off-site units will be credited toward developer’s affordable housing obligations.

As with all the alternative means of compliance, the City Council has the discretion to decide whether or not to allow developers to use this alternative. Additionally, the City Council must find that (1) the units will be sold or rented at or below the affordability levels that would be required for on-site units; (2) the off-site units will comply with all requirements of the Affordable Housing Ordinance applicable to affordable units; and (3) providing credit for the off-site units will be in furtherance of the City’s affordable housing goals because the units will be at lower affordability levels than would otherwise be required for on-site units, or the off-site units will be produced and available for rental or sale sooner than would be required for the development of on-site affordable units.

Conclusion:

Staff recommends that City Council introduce and waive first reading of an Ordinance amending Section 15.16.200 of Chapter 15.16 of the Woodland Municipal Code to provide additional alternative means of compliance with the City’s affordable housing requirements.

Attachments:

1. Ordinance ____

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1 ORDINANCE NO. ____

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF WOODLAND AMENDING SECTION 15.16.200 OF CHAPTER 15.16 OF THE WOODLAND MUNICIPAL CODE TO PROVIDE ADDITIONAL ALTERNATIVE MEANS OF COMPLIANCE WITH THE CITY’S AFFORDABLE

HOUSING REQUIREMENTS
WHEREAS, the City of Woodland, California (“City”) is a municipal corporation, duly organized under the constitution and laws of the State of California; and WHEREAS, the City has enacted Chapter 15.16 of the Woodland Municipal Code (the “Affordable Housing Ordinance”), which imposes certain requirements upon private residential development in the City to require that a portion of dwelling units contained in new residential developments in the City be sold or rented at an affordable housing cost to very low, low and moderate income families; and WHEREAS, the Affordable Housing Ordinance provides the City with the discretion to permit residential developers to satisfy the requirements of the Affordable Housing Ordinance through certain alternative means of compliance, which include the dedication of land, or the payment of affordable housing inlieu fees under terms and conditions as more specifically set forth in the Affordable Housing Ordinance, or a combination of land dedication and payment of affordable housing in-lieu fees; and WHEREAS, in order to increase the City’s ability to provide flexible means of compliance with the City’s affordable housing requirements in order to better facilitate the production of housing in the City in general and the production of affordable housing in particular, the City desires to amend the Affordable Housing Ordinance to provide additional means of compliance with the Affordable Housing Ordinance allowing developers to received credit toward their affordable housing requirements through the development of off-site units by the developer or through an agreement between the developer and a third party affordable housing developer;
NOW, THEREFORE, the City Council of the City of Woodland does ordain as follows:

Section 1. Recitals. The Recitals set forth above are true and correct and are incorporated into this Ordinance.

Section 2. Amendments to Section 15.16.200. Section 15.16.200 of Chapter 15,16 of the Woodland Municipal Code is hereby is hereby amended as provided in Exhibit “A”, attached hereto and incorporated herein by reference.

Section 3. California Environmental Quality Act (CEQA). The City Council finds that this Ordinance is not subject to the California Environmental Quality Act (“CEQA”) pursuant to Sections 15060(c)(2) (the activity will not result in a direct or reasonably foreseeable indirect physical change in the environment) and 15060(c)(3) (the activity is not a project as defined in Section 15378) of the State CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential for resulting in physical change to the environment, directly or indirectly. Further, if the activity is deemed a project this City Council finds that this Ordinance is exempt pursuant to Section 15061(b)(3) of the State CEQA Guidelines.

Section 4. Severability. If any provision, clause, sentence or paragraph of this chapter or the application thereof to any person or circumstances shall be held invalid, such invalidity shall not affect the other provisions of this chapter which can be given effect without the invalid provision or application, and to this end the provisions of this chapter are declared to be severable.

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2 Section 5. Effective Date. The City Clerk shall certify to the adoption of this ordinance and shall cause a summary thereof to be published in a newspaper of general circulation at least five (5) days prior to the meeting at which the proposed ordinance is to be adopted and shall post a certified copy of the proposed ordinance in the office of the City Clerk, and within fifteen (15) days of its adoption, shall cause a summary of it to be published, including the vote for and against the same, and shall post a certified copy of the adopted ordinance in the office of the City Clerk, in accordance with California Government Code Section 36933. This ordinance shall go into effect and be in full force and operation from and after thirty (30) days after its final passage and adoption.

INTRODUCED at a regular meeting of the City Council of the City of Woodland, California on the day of , 20 , and PASSED, APPROVED, AND ADOPTED by the City Council of the City of Woodland at a regular meeting held on the day of , 20 by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
______________________________
Tania Garcia-Cadena, Mayor
ATTEST:
______________________________
Sarah Lansburgh, CMC, City Clerk
APPROVED AS TO FORM:
_____________________________
Ethan Walsh, City Attorney

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3 EXHIBIT A
§15.16.200 Alternatives to on-site construction of affordable units.

A. Alternative Means of Compliance. As an alternative to on-site construction of the affordable units as set forth in this chapter, the City may, at its discretion, permit the developer to satisfy the requirements of this chapter through one or more of the alternative means of compliance as described in this section.

B. Land Dedication.

1. A developer may be allowed to make an irrevocable offer of dedication to the City or its designee of sufficient land to satisfy the affordability requirement under this section, if either:
a. The developer demonstrates to the City Council that it is not feasible to develop the affordable dwelling units on-site as part of the residential project; or b. In the judgment of the Community Development Director, the developer's proposed land dedication would accomplish the objectives of this chapter.

2. Dedicated sites for residential projects shall meet the following criteria:
a. The dedicated site shall be a minimum of two acres unless the City agrees to a smaller site based on a special housing need.
b. The dedicated site shall be economically feasible to develop, of sufficient size to build the required number of affordable units and physically suitable for development of the required affordable units prior to the dedication of the land. The City may, at its discretion, accept a dedicated site that will provide a different housing type than would be required if the affordable units were constructed on-site, if in the judgment of the Community Development Director such dedication would accomplish the objectives of this chapter. c. The dedicated site shall also have appropriate General Plan designation and zoning to accommodate not less than the required number of units, be fully improved with infrastructure, frontage improvements (i.e., curb, gutter, walk), paved street access, utility (i.e., water, gas, sewer and electric) service connections stubbed to the property lines, and other such off-site improvements as may be necessary for development of the required affordable units or as required by the City.
d. The value of the dedicated site shall be equal to or greater than the in-lieu fee in effect at the date of dedication for the applicable residential development multiplied by the number of otherwise required inclusionary units within the residential development.

3. The City may approve, conditionally approve, or reject such offer of land dedication of any specific property. If the City rejects such an offer of land dedication, the developer shall be required to meet the affordable housing obligations by other means set forth in this chapter.

4. Density Credit. In determining the amount of land to dedicate to satisfy a developer's affordable housing obligation, the developer shall receive credit for the base density of the dedicated site (e.g., 20 units per acre if the dedicated parcel is zoned to require residential density of 20 units per acre or greater).

5. Development of Dedicated Land. Within one year from the date of conveyance of the dedicated land to the City, the City shall determine, at its discretion, whether the dedicated land will be:

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4 a. Developed by the City to produce the required affordable dwelling units; or b. Conveyed to an affordable housing developer approved by the City to produce the required affordable dwelling units. The City Council shall determine which affordable housing developer shall be conveyed the land required to produce the affordable dwelling units.

C. In-Lieu Fees.

1. The developer may be permitted to pay in-lieu fees to satisfy all or a part of the developer's affordable housing obligation if either:
a. The developer demonstrates to the City Council that it is not feasible to develop the affordable dwelling units on-site as part of the residential project; or b. In the judgment of the Community Development Director, the payment of in-lieu fees would accomplish the objectives of this chapter.

2. The payment amount of in-lieu fees shall be determined pursuant to an adopted fee schedule designating in-lieu fees for either or both for-sale affordable units and for rental affordable units, to be reviewed and revised as necessary on an annual basis. In the event a fee schedule has not been adopted, the City Council may allow payment of in-lieu fees upon review of the project's affordable housing plan and as memorialized in a documented agreement.

3. If the City determines that the developer may contribute in-lieu fees, the developer must pay such fees as calculated on a per unit basis prior to the issuance of building permits for the residential project. No building permit or certificate of occupancy shall be issued by the City until proof of inlieu fees is provided.

D. Credits for Development of Off-Site Units. The developer may receive credit on a unit-for-unit basis toward satisfaction of the requirements of this Chapter for the development of off-site affordable units by the developer or pursuant to an agreement between the developer and a third party affordable housing developer if the City Council finds that:

1. The off-site units will be sold or rented at or below the affordability levels that would be required by this Chapter for the development of on-site affordable units as part of the market rate development receiving credit for its affordable housing requirements;

2. The off-site units will be subject to and will comply with all requirements of this Chapter applicable to affordable units; and

3. Providing credit for such off-site units will be in furtherance of the City’s affordable housing goals because the affordable units will be provided at lower affordability levels than would otherwise be required for the production of on-site affordable units, or the off-site affordable units will be produced and available for rental or sale sooner than would be required for the development of onsite affordable units.

E. Combination of Methods to Provide Inclusionary Housing. The developer of a project may propose any combination of the requirements for the construction of on-site affordable units pursuant to this chapter and/or alternative options pursuant to this section in order to comply with the provisions of this chapter.

Such proposals shall be made in and considered by the City as part of the developer's application for development entitlements, and approved by the City if the City Council finds that the combined construction of affordable units and/or alternative methods of compliance provide substantially the same

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5 or greater level of affordability and the amount of affordable housing is as required pursuant to this chapter

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TO: THE HONORABLE MAYOR AND CITY COUNCIL
AGENDA: City Council Regular Meeting
DATE: December 3, 2024
ITEM #: H.14
SUBJECT: Rotation of Mayor and Mayor Pro Tempore
Recommendation for Action: Staff recommends that the City Council designate the Council members to serve as Mayor and Mayor Pro Tempore for the following year, effective at the first regular meeting in December 2024.

Staff Contact: Sarah Lansburgh, City Clerk, (530) 661-5806, [email protected] Background:

In the fall of 2016 the City Council amended Title II of the Municipal Code establishing annual rotating terms for the office of Mayor and Mayor Pro Tempore. Specifically, the Municipal Code provides that:

At the first City Council meeting in December of every odd year (and the first meeting following the certification of election results of any municipal general election), the city council shall designate its presiding officer who shall have the title of Mayor. The council member who served as Mayor Pro Tempore immediately prior to this meeting shall be designated as Mayor. (Section 2.08.010).

Additionally, at the same meeting at which the Mayor is selected, the City Council shall also designate one of its members as Mayor Pro Tempore, who shall perform the duties of the mayor during the mayor’s absence or disability. The Mayor Pro Tempore shall be selected from among the council members on a rotating basis in accordance with their district numbers. (Section 2.08.030).

The Municipal Code further states that both the Mayor and Mayor Pro Tempore serve in their respective capacities at the pleasure of the City Council.

Discussion:

Currently, Council Member Tania Garcia-Cadena (District 3) serves as Mayor and Council Member Rich Lansburgh (District 1) serves as Mayor Pro Tempore. Pursuant to the process in the Municipal Code, Council Member Rich Lansburgh shall be designated as Mayor and Council Member Tom Stallard (District 2) shall be designated as Mayor Pro Tempore.

Position changes will be effective immediately prior to the December 10th scheduled special City Council meeting. Both positions will be held for a period of one year, with the next rotation occurring at the first regular meeting in December of the odd year, 2025.

Conclusion:

Staff recommends that the City Council designate the Council members to serve as Mayor and Mayor Pro Tempore for the following year, effective at the first regular meeting in December 2024.

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Attachments:

1. Chapter 2.08 - Duties of Mayor and Mayor Pro Tempore

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§ 2.08.010. Appointment and removal.
(Prior code § 2-2-1; Ord. 1696 § 1, 2022)
§ 2.08.020. Duties of Mayor.

The Mayor shall perform those duties required by law or which, consistent with the office, the Mayor voluntarily assumes within the limitations of the law and the limitations imposed by the Council.
(Prior code § 2-2-2)
§ 2.08.030. Mayor Pro Tempore.

At the same meeting at which the Mayor is selected in accordance with Section 2.08.010(A), the City Council shall also designate one of its members as Mayor Pro Tempore, who shall perform the duties of the Mayor during the Mayor's absence or temporary disability. The Mayor Pro Tempore shall be selected from among the Council members on a rotating basis in accordance with their district numbers, in a manner intended to allow each Council member the opportunity to serve as Mayor for one year during their term, to the maximum extent possible. The Mayor Pro Tempore shall serve in this capacity for one year and shall serve at the pleasure of the City Council.
(Prior code § 2-2-3; Ord. 1696 § 2, 2022)
A. During the first City Council meeting following the certification of election results after any general municipal City election at which Council members are elected and during the first City Council meeting in December of every odd year beginning in 2017, the City Council shall meet and designate its presiding officer who shall have the title of Mayor. The Council member who served as Mayor Pro Tempore in accordance with Section 2.08.030 immediately prior to this meeting shall be designated as Mayor. The Mayor shall serve a term of one year. The Mayor shall serve in this capacity at the pleasure of the City Council.

B. Should the person who was selected as Mayor Pro Tempore in accordance with Section

2.08.030 no longer be a Council member at the time of the above-referenced meeting, the remaining Council members shall select one of their members to serve as Mayor by a majority vote, in a manner intended to allow each Council member the opportunity to serve as Mayor for one year during their term to the extent possible.

City of Woodland, CA
Downloaded from https://ecode360.com/WO5036 on 2024-11-18

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Woodland City CouncilDecember 3, 2024

Woodland City Council
December 3, 2024