Agenda — Norco City Council, October 2, 2024 (part 2 of 2)

362 CJS 20 VERTICAL STRUT AT 8'-0" O.C. MAX. EACH WAY WITH FIRST STRUT TO BE WITHIN 4'-0" OF EACH WALL FASTENED TO MAIN RUNNER AND STRUCTURE ABOVE 2" MAX. 2"
45°45°
C.L. 362 CJS 20 VERTICAL STRUT 4'-0" EACH WAY (TYP.) 250 S 137-33 DIAGONAL BRACING (TYPICAL) 362 CJS 20 @ 16" O.C. CEILING MAIN RUNNERS 362 CR 20 @ 48" O.C. CROSS RUNNERS (LAID FLAT) EMT TIGHT TO STRUCTURE ABOVE 12 GA. VERTICAL HANGER WIRE COMPRESSION STRUT REQUIRED @EACH SEISMIC RESTRAINT, 12' O.C. EACH WAY. 3/4" EMT NOTCH OVER MAIN RUNNER 45°
45° 45° CROSS FURRING CHANNEL SCREW TO MAIN BEAM W/ #8 BUGLE HEAD SCREWS- MIN. 1/4" THROUGH METAL FRAMING AND SECURE ENDS TO WALL ANGLES WITH POSITIVE ATTACHMENT. SEE ALSO SPECIFICATION SHEET AS02 AND USG TYPICAL INSTALLATION 5/8" TYPE 'X' GWB. ATTACHED TO CEILING FRAMING W/ #8 BUGLE HEAD SCREWS @ 12" O/C- MIN. 1/4" THROUGH METAL FRAMING DRILL 5/32" HOLE FOR 1/8" BOLT & LOCK NUT AFTER CEILING IS LEVELED. NOTE: INSTALL BRACING AT 12'-0" O.C. EA. WAY AND WITHIN 4'-0" OF PERIMETER WALLS 4" MIN. LAP
4'-0"
2'-0"
8"
4'-0" 4'-0" WALL CONDITION SUSPENDED CEILING NOTES: 1. ALL HANGER & BRACING WIRES SHALL BE SECURED TO MAIN RUNNERS. 2. FURNISH TRAPEZE OF OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO MAIN HANGER SPACING. FURNISH ADDITIONAL HANGERS, STRUTS, OR BRACES AS REQUIRED AT ALL CLG. BREAKS, SOFFITS, OR DISCONTINUOUS AREAS. HANGER WIRES THAT ARE MORE THAN 1 IN 6 OUT OF PLUMB ARE TO HAVE COUNTER-SLOPING WIRES. PERIMETER WIRES: 12 GAUGE PERIMETER WIRES INSTALLED WITHIN 8" OF WALL AT EACH MAIN AND CROSS TEE TO WALL JUNCTURE ALL WIRES SHALL BE TAUT & TIED @ BOTH ENDS W/ (3) TURNS IN 1" OF RUN. SUSPENSION SYSTEM FRAME COMPONENTS: - 20 GA. FURRING HAT CHANNELS 24" O.C. - 1 1/2" X 16GA. COLD ROLLED CHANNELS 48" O.C. - GALV. WIRE METAL FURRING CLIPS., (CHANNEL TO CHANNEL) MAIN SUPPORTS: 12 GAUGE HANGER WIRES AT 4'-0" O.C. EACH WAY ALL WIRES SHALL BE TAUT & TIED @ BOTH ENDS W/ (3) TURNS IN 1" OF RUN GYP. BD FINISH: - 5/8" TYPE "X" GYP. BD. 3-5/8'' 20-GAUGE METAL STUDS AT 16'' ON CENTER WITH 1-LAYER 5 8'' TYPE "X" GYPSUM BOARD
45° (4) #10 SELF-DRILLING SCREWS 3'' x 3'' x 16-GAUGE METAL CORNER ANGLE ATTACHED TO EACH STUD AND TO DEMISING WALL FRAMING WITH CLIP ANGLES REFER TO CEILING PLAN 20-GAUGE CSJ 3-5/8'' METAL STUDS AT 48'' ON CENTER FOR LATERAL BRACING SPECIFIED CEILING SYSTEM 20 VARIES METAL STUDS AT 48'' ON CENTER FOR LATERAL BRACING SPECIFIED CEILING SYSTEM METAL STUDS AT 16'' ON CENTER EXISTING STRUCTURE ABOVE -- 3/8" PIN SHOT WITH 1 5/8" PENETRATION RECESSED 2X2 FIXTURE NO. 12 LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURLIN MIN. OF 3 WIRE TURNS EA. CONNECTION POINT. MAIN STRUCTURAL RUNNER 4'-0" O.C. CROSS TEE 45°
60° MIN. TYP. NO. 12 GA FIXTURE SUPPORT WIRES AT ALL CORNERS OF EA. FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR. A502

CEILING DETAILS
FILENAME: J:\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\ARCH\17_2307048_A502 CEILING & ROOF DETAILS.DWG PLOT DATE/TIME: 5/14/2024 1:27 PM
USER NAME: MICHAEL GEORGY R E V I S I O N S Project Manager: Date: Project Number: Scale: S H E E T N U M B E R A.2307048 Sheet Title:

Project: P L U M P E N G I N E E R I N G I N C. 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL T H I S D E S I G N A N D D R A W I N G A R E F O R U S E O N T H E S P E C I F I C S I T E I N D I C A T E D A N D I S T H E E X C L U S I V E P R O P E R T Y O F P L U M P E N G I N E E R I N G I N C , A N D S H A L L N O T B E U S E D , D U P L I C A T E D O R A L T E R E D I N P A R T O R I N W H O L E W I T H O U T W R I T T E N A P P R O V A L O F P L U M P E N G I N E E R I N G , I N C . - C O P Y R I G H T 2 0 2 3 c A L L R I G H T S R E S E R V E D Stamp: 5/14/24 TENANT IMPROVEMENT FOR:

NORCO SECURITY ASSEMENT
2870 Clark Ave
Norco, CA 92860 8/03/2023 MG ARIC D. GLESS

ARCHITECT
E
D
C
NE
S
I L BUILDING SUBMITTAL 01/11/2024 CLIENT REVIEW 01/11/2024 SEISMIC SUSPENDED GYPSUM WALL BOARD CEILING 1 1/4" = 1'-0" TYPICAL CEILING NOTES 3-- LIGHT FIXTURE IN CEILING GRID 14 1/4"=1'-0" SEISMIC LOCKING PIN 101112 HANGER WIRE HANGER WIRE TILE WALL TRIM MAX. 4'-0" O.C. 12'-0" O.C. MAX. THREADED ROD SPLAY BRACE WIRE CROSS RUNNER 300# 170# 225# ALLOWABLE TENSION 1/2" MAX. 8" HANGER WIRES SUSPENDED LAY-IN CEILING DETAIL AT WALL LATERAL FORCE BRACING (THREADED RODS) NOT TO EXCEED 12' O.C. EACH WAY. THE FIRST POINT WITHIN 4' FROM EACH WALL. TYP. SPLAY BRACING DETAIL LOCKING CLIP TO FASTEN CROSS RUNNER TO MAIN RUNNER 2"
8--
8-- T-BAR GRID UNATTACHED END T-BAR GRID ATTACHED END T-BAR GRID PER PLAN T-BAR GRID WALL ANGLE PER PLAN "ARMSTRONG BERC2" CLIP @ UNATTACHED ENDS (ICC-ES-ESR-1308) VERTICAL WIRE HANGERS PER VERTICAL WIRE HANGERS PER POP RIVET @ EACH T-BAR GRID RUNNER T-BAR GRID WALL ANGLE PER PLAN 8" MAX.
8" MAX.
2"
3/4 CLR.

C
B
A
D
E MAX. 45° MAX. 45° 45° 45° 12 GA VERT HANGER WIRE @ 4'-0" O.C. WITH MIN (3) TIGHT TURNS IN 1-1/2" 12 GA SPLAYED BRACE WIRE WITH MIN. (4) TIGHT TURNS IN 1-1/2" COMPRESSION STRUT (@12'-0" O.C.) & (6'-0" MAX. FROM WALL) COMPRESSION STRUT SHALL NOT TAKE THE PLACE OF A HANGER WIRE 2" MAX. FROM BRACE WIRES TO CROSS RUNNERS MAIN RUNNER, @ 4'-0" O.C. (OR 2'-0" O.C., SEE REFL CLG PLANS) CROSS RUNNER @ 2'-0" O.C. 1. METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND FOR LAY-IN PANEL CEILINGS SHALL BE INSTALLED IN ACCORDANCE WITH "CALIFORNIA BUILDING CODE" (CBC) CHAPTER 808 - ACOUSTICAL CEILING SYSTEMS. 2. HANGERS FOR SUSPENDED CEILING SHALL BE NOT LESS THAN THE SIZES SET FORTH IN ASTM C635 & C636, FASTENED TO OR EMBEDDED IN THE STRUCTURAL FRAMING, MASONRY OR CONCRETE. 3. HANGERS SHALL BE SADDLE-TIED AROUND MAIN RUNNERS TO DEVELOP THE FULL STRENGTH OF THE HANGERS. LOWER ENDS OF FLAT HANGERS SHALL BE BOLTED w/ 1/8" BOLTS TO RUNNER CHANNELS OR BENT TIGHTLY AROUND RUNNERS AND BOLTED TO THE MAIN PART OF THE HANGER. 4. SPLICES AND INTERSECTIONS OF RUNNERS SHALL BE ATTACHED WITH MECHANICAL INTERLOCKING CONNECTORS SUCH AS POP RIVETS, SCREWS, PINS, PLATES W/ BENT TABS, OR OTHER APPROVED CONNECTORS. DESIGN CONNECTORS FOR 2 TIMES DESIGN LOAD OR ULTIMATE AXIAL TENSION OR COMPRESSION (MIN. 60 LBS.) OR, CROSS-FURRING SHALL BE SECURELY ATTACHED TO THE MAIN RUNNER BY SADDLE-TYING WITH NOT LESS THAN ONE STRAND OF NO. 16 OR TWO STRANDS OF NO. 18 U.S. GAUGE TIE WIRE OR APPROVED EQUIVALENT ATTACHMENTS. 5. THE MAIN RUNNER AND CROSS-RUNNER SHALL NOT BE LESS THAN THE SIZES SET FORTH IN ASTM C635 & C636, EXCEPT THAT OTHER STEEL SECTIONS OF EQUIVALENT STRENGTH MAY BE SUBSTITUTED FOR THOSE SET FORTH IN THE STANDARD. 6. LIGHTING FIXTURES: FURNISH AND INSTALL COMPLETE WITH LAMPS, BALLASTS AND REQUIRED MOUNTING HARDWARE. PRIOR TO ORDERING FIXTURES, VERIFY MOUNTING METHODS AND FINISHES. ALL FIXTURES MOUNTED IN "T" BAR CEILINGS TO BE INDEPENDENTLY SUSPENDED w/ (4) 12 GA. STEEL WIRES. INSTALLATIONS IN FIRE-RATED AREAS TO BE DONE ACCORDING TO CODE REQUIREMENTS. 7. CONTRACTOR TO PROVIDE COMPRESSION STRUT AT 12'-0" O.C. SEE DETAIL 6B, THIS SHEET. PROVIDE CALC TO JUSTIFY SIZE AND LENGTH OF STRUT TO WALL MOLDING 4'-0" O.C. 2'-0" O.C. HANGER WIRE LOCATION GRID ATTACHED

TO WALL MOLDING

GRID ATTACHED TO WALL MOLDING GRID UNATTACHED

TO WALL MOLDING
GRID UNATTACHED 8B
- 8E
- 8D
- 8D
- 8E
- SUSPENDED T-BAR CEILING 13-- TYPICAL CEILING DETAILS 8-- T-BAR GRID PER PLAN SUSPENDED ACT SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM C 635, ASTM C 636, AND ASTM E580 SECTION 5. MAIN RUNNER HEAVY DUTY MAIN RUNNER HEAVY DUTY CROSS RUNNER MTL. STUDS W/GYP. BD. PER PLAN ACOUSTICAL CEILING TILE CEILING GRID SYSTEM MIN. 2" WIDE CLOSURE ANGLE W/ S.M. SCREW TO ATTACH EACH GRID TO ANGLE MIN. 2" WIDE CLOSURE ANGLE 3/4" LEAVE 3/4" GAP AND ALLOW GRID TO SLIDE ACROSS THE ANGLE OPPOSITE END ATTACHED END A
B CEILING PERIMETER SLIP JOINT 12-- CEILING SOFFIT DETAIL 20-- SECTION THROUGH SOFFIT 15 3/4'' = 1'-0''

APPROVED

REVIEWED FOR CODE COMPLIANCE
Approval of these plans and specifications does shall not be considered to be a permit for, or an approval of any violation Federal, State, County, or City laws or ordinances. One set of approved plans must be kept on the project site until completion.

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024

Page 83 of 119 ends

TYPE 'A'

SINGLE, SOLID WOOD, FLUSH
DOOR W/ TEMPERED GLASS LITE 43" MAX AFF. CBC 11B-404.2.11 7"5" 2'-3"

SINGLE, WOOD, FLUSH DOOR

TYPE 'B'

SOLID WOOD, FLUSH DOOR W/
TEMPERED GLASS LITE 43" MAX AFF. CBC 11B-404.2.11 2'-3" 5"7" SCHEDULES
A600 FILENAME: J:\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\ARCH\18_2307048_A600 SCHEDULES.DWG PLOT DATE/TIME: 5/14/2024 1:27 PM USER NAME: MICHAEL GEORGY

R E V I S I O N S
Project Manager:

Date:

Project Number:

Scale:

S H E E T N U M B E R
A.2307048 Sheet Title: Project:

P L U M P E N G I N E E R I N G I N C.
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835, F (714) 385-1834
www.peica.com

CONSULTING ENGINEERS

STRUCTURAL, MECHANICAL, PLUMBING,

ELECTRICAL, CIVIL, SURVEYING,
ARCHITECTURAL T H I S D E S I G N A N D D R A W I N G A R E F O R U S E O N T H E S P E C I F I C S I T E I N D I C A T E D A N D I S T H E E X C L U S I V E P R O P E R T Y O F P L U M P E N G I N E E R I N G I N C , A N D S H A L L N O T B E U S E D , D U P L I C A T E D O R A L T E R E D I N P A R T O R I N W H O L E W I T H O U T W R I T T E N A P P R O V A L O F P L U M P E N G I N E E R I N G , I N C . - C O P Y R I G H T 2 0 2 3 c A L L R I G H T S R E S E R V E D Stamp:
5/14/24 TENANT IMPROVEMENT FOR: NORCO SECURITY ASSEMENT 2870 Clark Ave Norco, CA 92860 8/03/2023
MG
ARIC D. GLESS ARCHITECT ED C NE S I L

BUILDING SUBMITTAL
01/11/2024

CLIENT REVIEW
01/11/2024
101 3'-0"x8'-0" MATCH EXISTING
102 3'-0"x8'-0"
103

DOOR SCHEDULE
DOOR

ID LOCATION SIZE

MATERIAL FINISH

FRAME HARDWARE

TYPE REMARKS CARD
READER
DOOR

TYPE FINISH
(2)3'-0"x8'-0"

1. ALL DOORS SHALL BE 1 3/4" THICK, UNLESS NOTED OTHERWISE.

2. CONTRACTOR SHALL VERIFY ACTUAL DOOR HEIGHT REQUIRED FOR DOOR FRAME SYSTEM.

3. ALL EXIT DOORS, EXCLUDING REAR DOOR TO HAVE SIGN WHICH READS: "THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED."

4. EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAYBE INCREASED TO THE MAXIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS.

5. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS & INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS. 2022 CBC

6. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.

7. DOOR IN THE FULLY OPEN POSITION SHALL NOT REDUCE THE REQUIRED EXIT WIDTH BY MORE THAN 4 INCHES.

8. EXIT DOORWAYS SHALL BE NO LESS THAN 36" IN WIDTH AND NO LESS THAN 6'-8" IN HEIGHT. PROJECTIONS, INCLUDING PANIC HARDWARE, SHALL NOT REDUCE THE OPENING TO LESS THAN 32" CLEAR WIDTH.

9. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND A MINIMUM OF 18" PAST THE STRIKE EDGE FOR INTERIOR DOORS.

10. THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE OF A DOOR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60" AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48" AS MEASURED AT RIGHT

11. ANGLES TO THE PLANE OF THE DOOR IN THE CLOSED POSITION. THE FLOOR OR LANDING SHALL BE LESS THAN OR EQUAL TO 1/2" LOWER THAN THE THRESHOLD.

12. CONTRACTOR SHALL FURNISH AND INSTALL ALL DOORS, HARDWARE AND FRAMES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION.

13. ALL DOORS SHALL HAVE WALL OR FLOOR STOPS TO PREVENT DAMAGE TO DOOR, HARDWARE OR ADJACENT WALL SURFACES.

14. CONTRACTOR TO VERIFY ALL KEY REQUIREMENTS WITH LANDLORD AND SHALL COORDINATE BUILDING STANDARD CYLINDERS AND KEYWAYS IF REQUIRED.

15. REFER TO CONSTRUCTION DETAILS SHEETS FOR TYPICAL DOOR & WINDOW HEAD AND JAMB DETAILS.

16. ALL EXISTING EXTERIOR DOORS AND FRAMES ARE TO BE REUSED UNLESS NOTED OTHERWISE.

17. VERIFY EXISTING CONDITION OF EXISTING DOORS PRIOR TO PRICING. PROVIDE A COST FOR REPAIRING DAMAGED EXISTING DOORS. ALL EXISTING DOORS ARE TO BE CLEANED, REPAIRED AND RE-FINISHED AS REQUIRED TO "LIKE-NEW" CONDITION. REPLACE EXISTING WORN OR DAMAGED DOOR HARDWARE IF REQUIRED AND REKEY.

18. CONTACTOR IS TO EXAMINE ALL EXISTING DOORS TO CONFIRM PRECISION AND HARDWARE. CONFIRM THE PRESENCE OF SPECIFIED ITEMS AND SUPPLEMENT AS NECESSARY.

19. ALL INTERIOR ALUMINUM DOOR FRAMES ARE TO BE RACO CLASSIC AS DESIGNATED IN DETAILS OR APPROVED EQUAL. FINISH TO BE CLEAR ANODIZED.

20. PROVIDE SOUND SEAL AT ALL DOOR.

21. SOLID CORE WOOD DOORS ARE ROTARY WHITE BIRCH, PRE-SANDED, VENEER TO HAVE CONSISTENT GRAIN COLOR VARIATIONS. COLOR: CLEAR. TOTAL DOOR ORDER SHALL HAVE CONSISTENT FINISHED APPEARANCE. SUBMIT DOOR VENEER FOR ARCHITECT APPROVAL.

22. INSPECT EXISTING WEATHER STRIP TO ENSURE DOOR INSTALLATION IS SEALED, REPLACE AS NECESSARY.

23. IF DOOR HAS CLOSER, THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES,THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM 2022 CBC.

DOOR GENERAL NOTES

DOOR HARDWARE
HW-2
HW-1
HW-1

DOOR TYPES
DOOR
TYPE

HALLOW METAL MATCH EXISTING BAA

CORRIDOR

WORK AREA

CASHIER

HALLOW METAL

HALLOW METAL PROVIDE CR

PROVIDE CR

PROVIDE CR
104 RECEPTION-1 3'-0"x8'-0" A HALLOW METAL HW-1 PROVIDE CR 105 RECEPTION-2 3'-0"x2'-0" A WOOD HALLOW METAL HW-1 PROVIDE CR HW-1
SINGLE PASSAGE:
1/2 PAIR LATCHSET - SCHLAGE ND-SERIES
"OMEGA" 619 SATIN NICKEL FINISH OR

APPROVED EQUAL
FUNCTIONS: ND10S F75 PASSAGE
LATCH
1-1/2 PAIR HINGES - HAGER COMPANY,
BB1279 - 4-1/2x4-1/2 US26D OR

APPROVED EQUAL
1 - DOOR CLOSER STANLEY M-FORCE

AUTOMATIC SWING DOOR OPENER OR

APPROVED EQUAL
1 - FLOOR STOP, HAGER COMPANY DOME
STOP 242F, US26D FINISH OR

APPROVED EQUAL
1 - CARD READER - SCHLAGE MT15 OR

APPROVED EQUAL
WOOD
WOOD
WOOD
WOOD 1
HW-2
DOUBLE PASSAGE:
1 - LATCHSET - SCHLAGE ND-SERIES
"OMEGA" 619 SATIN NICKEL FINISH OR

APPROVED EQUAL
FUNCTIONS: ND10S F75 PASSAGE
LATCH
3 - PAIR HINGES - HAGER COMPANY,
BB1279 - 4-1/2X4-1/2 US26D OR

APPROVED EQUAL
2 - DOOR CLOSER HAGER COMPANY 5300
SERIES GRADE 1 PARALLEL ARM,

ALUMINUM FINISH OR APPROVED
EQUAL
2 - FLOOR STOP, HAGER COMPANY DOME
STOP 242F, US26D FINISH OR

APPROVED EQUAL
1 - CARD READER - SCHLAGE MT15 OR
APPROVED EQUAL 1 1

MATCH EXISTING MATCH EXISTING

MATCH EXISTING MATCH EXISTING
MATCH EXISTING MATCH EXISTING 1 1
PCC#1
05/09/2024 1

APPROVED

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024 Page 84 of 119
FILENAME: J:\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\ARCH\19_2307048_A700 MATERIAL BOARD.DWG PLOT DATE/TIME: 5/14/2024 1:27 PM
USER NAME: MICHAEL GEORGY R E V I S I O N S Project Manager: Date: Project Number: Scale: S H E E T N U M B E R A.2307048 Sheet Title:

NORCO SECURITY ASSEMENT
2870 Clark Ave
Norco, CA 92860 8/03/2023 MG ARIC D. GLESS

ARCHITECT
E
D
C
NE
S
I L BUILDING SUBMITTAL 01/11/2024 CLIENT REVIEW 01/11/2024

MATERIAL BOARD MATERIAL BOARD
1 A700 - SOFFIT PAINT BY DUNN EDWARDS, COLOR: CLASSIC WHITE DE HW08 COUNTERTOP BY CAESARSTONE, COLOR: EMPIRA WHITE 5151 MILLWORK BY WILSONART, COLOR: PHAMTOM CHARCOAL 8214 FLOORING: LVT SPEC: SHAW CONTRACT, BRANCHING OUT 5MM ACOUSTIC, COLOR: RISE OAK 2" STAINLESS STEEL TRIM BY METALS DEPOT COLOR: #4 BRUSH FINISH WALL PAINT BY DUNN EDWARDS, COLOR: LACE VEIL DE 6372

APPROVED

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024

Page 85 of 119 ends

FILENAME: J:\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\STRUCTURAL\S.2307048 S100.DWG PLOT DATE/TIME: 3/20/2024 2:33 PM
USER NAME: AUSTIN GUAN R E V I S I O N S Project Manager: Date: Project Number: Scale: S H E E T N U M B E R A.2307048 Sheet Title:

NORCO SECURITY ASSEMENT
2870 Clark Ave
Norco, CA 92860 8/03/2023 MG BUILDING SUBMITTAL 01/11/2024 CLIENT REVIEW 01/11/2024 GENERAL NOTES S001 GENERAL REQUIREMENTS 1. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THE ENGINEER OR ARCHITECT. 2. ALL DIMENSIONS CONTROLLED BY EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE SITE. 3. CONSTRUCTIONS AND MATERIALS SHALL COMPLY WITH AND BE INSTALLED IN ACCORDANCE WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA. 4. GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL GRADES, DIMENSIONS, AND CONDITIONS PRIOR TO BIDDING AND COMMENCING CONSTRUCTION. 5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL WORK, INCLUDING THAT OF ALL SUB-TRADES. 6. GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS. 7. ALL WORK PERFORMED SHALL CONFORM WITH THE REQUIREMENTS OF THE LOCAL BUILDING CODE (LATEST ADOPTED EDITION) OR OTHER APPLICABLE GOVERNING CODES AND BUILDING ORDINANCES. 8. ALL SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS ACCUMULATED AS A RESULT OF THEIR OPERATION. ALL SCRAP, DEBRIS, AND OTHER EXCESS MATERIAL SHALL BE REMOVED FROM THE BUILDING SITE. 9. THE OWNER SHALL HAVE THE RIGHT TO MAKE CERTAIN CHANGES IN THE WORK AND THE CONTRACT AMOUNT SHALL BE ADJUSTED ACCORDINGLY. HOWEVER, THE GENERAL CONTRACTOR SHALL NOT PROCEED WITH ANY CHANGES WITHOUT THE WRITTEN APPROVAL OF THE OWNER. 10. ALL MATERIALS SHALL BE FURNISHED AS SHOWN HEREIN UNLESS EQUAL ALTERNATES ARE APPROVED IN WRITING BY THE OWNER. 11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND PROVIDING BRACING DURING CONSTRUCTION AND/OR ERECTION TO SUPPORT ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED. 12. SEE ARCHITECT'S SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, IF APPLICABLE. 13. ANY REFERENCE TO THE WORDS APPROVE, APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE THE CONTRACTOR AND/OR HIS SUB-CONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFIED. 14. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, INCLUDING, BUT NOT LIMITED TO BRACING AND SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, WHETHER OF MATERIAL OR WORK, AND FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING COMPLIANCE WITH CONTRACT DOCUMENTS, DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. 15. THE SHOP DRAWING REVIEW PROCESS BY THIS ENGINEER WILL ONLY COMMENCE AFTER THE SUBMITTED FABRICATION OR SHOP DRAWING HAVE BEEN AS FOLLOWS: A. INITIALLY REVIEWED AND ACCEPTED AS CONFORMING WITH THE STRUCTURAL CONSTRUCTION DRAWINGS BY THE RESPONSIBLE SUPERVISOR AND DRAWING CHECKER WITH THEIR SIGNATURES. B. APPROVED AND ACCEPTED WITH A STAMP FROM THE GENERAL CONTRACTOR AS CONFORMING TO THE CONSTRUCTION DOCUMENTS. C. CONTRACTOR TO SUBMIT THE DESIRED NUMBER HARD COPIES OF SHOP DRAWINGS PLUS TWO EXTRA SETS TO ENGINEER FOR REVIEW. IF PDF'S ARE SUBMITTED THE NUMBER OF COPIES PRINTED OUT WILL BE CHARGED AT THE CONTRACTORS EXPENSE. THE FULL AMOUNT OF THE PRINTS SHALL BE PAID BEFORE THE REVIEWED DRAWINGS WILL BE RELEASED. 16. STRUCTURAL OBSERVATION WILL BE PERFORMED BY AN ENGINEER OR ARCHITECT EMPLOYED BY THE OWNER. THIS DESIGNATED INDIVIDUAL SHALL CONFORM TO THE REQUIREMENTS AS STATED IN CBC CHAPTER 17. NOTE: THE ABOVE ARE PLUMP ENGINEERING, INC.'S REQUIREMENTS, PLEASE SEE PROJECT SPECIFICATIONS AND APPROVED CONSTRUCTION DOCUMENTS FOR ADDITIONAL REQUIREMENTS. STRUCTURAL STEEL SPECIAL INSPECTION SPECIAL INSPECTION BY A DEPUTY REGISTERED INSPECTOR APPROVED BY THE BUILDING DEPARTMENT SHALL BE PROVIDED FOR THE FOLLOWING: (UNLESS NOTED OTHERWISE.) SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING:
□ 1. PLACEMENT OF ALL CONCRETE WITH f'c OF GREATER THAN 2,500 PSI□ 2. BOLTS INSTALLED IN CONCRETE. PRIOR TO PLACEMENT OF CONCRETE AROUND BOLTS.□ 3. SPECIAL MOMENT-RESISTING CONCRETE FRAME. 4. REINFORCING STEEL AND PRESTRESSING STEEL TENDONS.□ 4.1 DURING ALL STRESSING AND GROUTING OF TENDONS IN PRESTRESSED CONCRETE.□ 4.2 DURING PLACING OF REINFORCING STEEL AND PRESTRESSING TENDONS FOR ALL CONCRETE REQUIRED TO HAVE SPECIAL INSPECTION BY ITEM 1. 5. WELDING□ 5.1 CONTINUOUS INSPECTIONS DURING WELDING OF ANY MEMBER OR CONNECTION EXCEPT: ● WELDING DONE IN AN APPROVED FABRICATOR'S SHOP. CONTINUOUS INSPECTION IS NOT REQUIRED FOR: ● SINGLE-PASS FILLET WELDS NOT EXCEEDING 5/16" ● FLOOR AND ROOF DECK WELDING ● WELDED STUDS WHEN USED FOR STRUCTURAL DIAPHRAGM OR COMPOSITE SYSTEMS. ● WELDED SHEET STEEL FOR COLD-FORMED STEEL FRAMING MEMBERS-SUCH AS STUDS AND JOISTS ● WELDING OF STAIRS AND RAILING SYSTEMS □ 5.2 SPECIAL MOMENT-RESISTING STEEL FRAMES. ● NON-DESTRUCTIVE TESTING IS ALSO REQUIRED.□ 5.3 WELDING OF REINFORCING STEEL.□ 6. HIGH STRENGTH BOLTING 7. STRUCTURAL MASONRY□ 7.1 OTHER THAN FULLY GROUTED OPEN-END HOLLOW-UNIT MASONRY, DURING PREPARATION AND TAKING OF ANY REQUIRED PRISMS OR TEST SPECIMENS, PLACING OF ALL MASONRY UNITS, PLACEMENT OF REINFORCEMENT, INSPECTION OF GROUT SPACE, IMMEDIATELY PRIOR TO CLOSING OF CLEANOUTS, AND DURING ALL GROUTING OPERATIONS.□ 7.2 FOR FULLY GROUTED OPEN-END HOLLOW-UNIT MASONRY DURING PREPARATION AND TAKING OF ANY REQUIRED PRISMS OR TEST SPECIMENS, AT THE START OF LAYING UNITS, AFTER THE PLACEMENT OF REINFORCING STEEL, GROUT SPACE PRIOR TO EACH GROUTING OPERATION, AND DURING ALL GROUTING OPERATIONS.□ 8. DURING MIXING AND PLACING OF CLASS B REINFORCED GYPSUM CONCRETE.□ 9. DURING APPLICATION OF INSULATING CONCRETE FILL WHEN PART OF A STRUCTURAL SYSTEM.□ 10. SPRAY APPLIED FIRE PROOFING.□ 11. PILING, DRILLED PIERS AND CAISSONS. DURING DRIVING AND CONSTRUCTION OF CAST-IN-PLACE DRILLED PILES OR CAISSONS.□ 12. SHOTCRETE. DURING THE TAKING OF TEST SPECIMINES AND PLACING OF ALL SHOTCRETE.□ 13. SPECIAL GRADING, EXCAVATION AND FILLING. DURING EARTH-WORK EXCAVATIONS, GRADING AND FILLING OPERATIONS INSPECTIONS ARE TO SATISFY REQUIREMENTS OF THE GRADING SECTION OF THE CODE.□ 14. SMOKE CONTROL SYSTEMS. SEE ARCHITECT FOR ADDITIONAL INFORMATION IF REQUIRED. * REFER TO 2022 C.B.C. ADDITIONAL SPECIAL INSPECTION ITEMS SPECIFIC TO THIS JOB:□ A. VERIFY THAT THE SOILS CONDITIONS ARE IN SUBSTANTIAL CONFORMANCE WITH THE SOILS INVESTIGATION REPORT.□ B. VERIFY THAT THE FOOTING EXCAVATIONS EXTEND TO THE PROPER BEARING STRATUM.□ C. ALL SCREW ANCHOR INSTALLATIONS INCLUDING CLEANOUT.□ D. ALL EPOXY ANCHOR SYSTEMS INCLUDING CLEANOUT AND INSTALLATION.□ E. PLACEMENT OF ANCHOR BOLTS FOR COLUMNS PRIOR TO PLACING CONCRETE. THE PERMIT APPLICATION SHALL RETAIN A RESPONSIBLE ENGINEER APPROVED BY THE BUILDING OFFICIAL TO ENSURE THAT: A. ALL ELEMENTS OF CONSTRUCTION WHICH REQUIRE SPECIAL INSPECTION ARE INSPECTED BY QUALIFIED DEPUTY INSPECTORS APPROVED BY THE BUILDING OFFICIAL; AND B. ALL CODE DEFICIENCIES DETECTED AND DEVIATIONS FROM THE APPROVED PLANS ARE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION, AND IF NOT CORRECTED, REVISED DESIGNS TO OVERCOME THE DEFICIENCY SHALL BE PREPARED BY THE DESIGN ENGINEER OR ARCHITECT OF RECORD FOR APPROVAL BY THE BUILDING OFFICIAL; AND C. ALL CORRECTIVE WORK REQUIRED IS COMPLETED IN ACCORDANCE WITH APPROVED PLANS, SPECIFICATIONS, AND CITY ADOPTED CODES. A FINAL INSPECTION REPORT, SIGNED BY THE SPECIAL INSPECTOR AND THE RESPONSIBLE ENGINEER, IS SUBMITTED TO THE BUILDING OFFICIAL UPON THE COMPLETION OF EACH ELEMENT REQUIRING SPECIAL INSPECTION. THE REPORT MUST CERTIFY THAT THE WORK WAS IN COMPLIANCE WITH APPROVED PLANS, SPECIFICATIONS AND APPLICABLE CITY CODES INCLUDING ANY AUTHORIZED CHANGES TO THE PLANS. A.B. ANCHOR BOLT ABV. ABOVE A/C. AIR CONDITIONING ALT. ALTERNATE @ AT BLK. BLOCK BLK'G BLOCKING B.M. BEAM B.N. BOUNDARY NAIL

C CAMBER
℄ CENTERLINE C.J. CEILING JOIST CONC. CONCRETE CONT. CONTINUOUS D OR d NAIL PENNY DBL. DOUBLE DF. DOUGLAS FIR DFPT DOUGLAS FIR PRESSURE TREATED Ø DIAMETER DO REPEAT FRAMING E.F. EACH FACE ELEV. ELEVATION EQ. EQUAL EQUIP. EQUIPMENT E.W. EACH WAY E.N. EDGE NAIL (E) EXISTING EXT. EXTERIOR FLR. FLOOR F.O.B FACE OF BEAM F.O.S. FACE OF STUD FTG. FOOTING F.G. FINISH GRADE F.V. FIELD VERIFY GA. GAUGE GALV. GALVANIZED GLB. GLUE LAMINATED BEAM HDR. HEADER HORIZ. HORIZONTAL INT. INTERIOR JST. JOIST MAX. MAXIMUM MECH. MECHANICAL MIN. MINIMUM N.T.S. NOT TO SCALE O.C. ON CENTER OPNG. OPENING R.R. ROOF RAFTERS REINF. REINFORCING R.O. ROUGH OPENINGS SHGT. SHEATHING SQ. SQUARE STD. STANDARD SPECS. SPECIFICATIONS T&B TOP & BOTTOM T&G TONGUE & GROOVE TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE VERT. VERTICAL WD WOOD W/ WITH W.W.F. WELDED WIRE FABRIC LVF LOW VELOCITY FASTENERS SMS SHEET METAL SCREWS FL FLANGE ABBREVIATIONS 1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM AND SHALL BE FABRICATED ACCORDING TO AISC PRACTICE AND SPECIFICATIONS FOR BUILDING. 2. PLATES & BARS SHALL CONFORM TO ASTM A-36/A36M-05 U.N.O. 3. STRUCTURAL SHAPES SHALL CONFORM TO ASTM A-992/A992-06a. 4. TUBE MEMBERS SHALL CONFORM TO ASTM A-500, GRADE B (Fy=46 KSI) PIPE COLUMNS SHALL CONFORM TO ASTM A-53, GRADE B. 5. WELDING SHALL CONFORM WITH THE LATEST ADDITION OF THE WELDING CODE AWSD1.1-08. USE APPROVED ELECTRODES CONFORMING WITH ASTM A-233. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS APPROVED BY THE BUILDING DEPARTMENT. ALL FIELD WELDING SHALL BE CONTINUOUSLY INSPECTED BY A REGISTERED DEPUTY INSPECTOR, AT THE EXPENSE OF THE GENERAL CONTRACTOR UNLESS A PRIOR AGREEMENT IS NEGOTIATED WITH THE OWNER. 6. UNLESS OTHERWISE NOTED, ALL SHOP AND FIELD BOLTED CONNECTIONS SHALL BE WITH 7/8"Ø A325-N. HOLE SIZE SHALL BE BOLT DIAMETER PLUS 1/16". 7. ALL CONNECTIONS USING ASTM A325 BOLTS SHALL BE TORQUED EITHER BY TURN OF THE NUT METHOD OR BY CALIBRIATED TORQUE WRENCH PER AISC. 8. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION. 9. ALL EXPOSED WELDS SHALL BE FILLED AND GROUND SMOOTH WHERE METAL COULD COME IN CONTACT WITH THE PUBLIC. 10. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THRU STRUCTURAL STEEL MEMBERS. NO CUTTING OR BURNING OF STRUCTURAL STEEL WILL BE PERMITTED WITHOUT PRIOR CONSENT OF THE ENGINEER. 11. GROUTING OF COLUMN BASE PLATES: BASE PLATES SHALL BE DRYPACKED OR GROUTED WITH "FIVE-STAR" NON-SHRINK GROUT OR EQUAL. MINIMUM COMPRESSIVE STRENGTH SHALL BE AS SPECIFIED IN THE CONCRETE SECTION OF THESE NOTES. ALL SURFACES SHALL BE PROPERLY CLEANED OF FOREIGN MATERIAL PRIOR TO THE GROUTING OPERATION. NOTE:THE ABOVE ARE PLUMP ENGINEERING, INC.'S REQUIREMENTS, PLEASE SEE PROJECT SPECIFICATIONS AND APPROVED CONSTRUCTION DOCUMENTS FOR ADDITIONAL REQUIREMENTS. METAL STUDS, JOIST & ACCESSORIES WIND FACTORS RISK: II WIND (PRESSURE): 5 PSF (INTERIOR) IMPORTANCE: 1.0 RISK: III Ss: 1.522 SITE CLASS: D-DEFAULT SDs 1.218 SEISMIC D.C.:

D LOCATIONS: TYPE A INTERIOR WALL D.L. 8.5 PSF L.L. N/A SEISMIC FACTORS DESIGN LOADS □ NO SPECIAL INSPECTION REQUIRED SOFFIT 5.75 PSF N/A 1. GALVANIZED STEEL MUST MEET THE MINIMUM REQUIREMENTS OF ASTM A653 GRADE 50 FOR 12, 14 & 16 GAUGE, AND ASTM A653 GRADE 33 FOR 18 GAUGE AND LIGHTER FOR THE ITEM AND USE INTENDED UNLESS NOTED OTHERWISE. GALVANIZED COATINGS MUST MEET THE ASTM A525 SPECIFICATIONS. 2. CARBON SHEET STEEL MUST MEET THE MINIMUM REQUIREMENTS OF ASTM A653 GRADE 50 FOR 12, 14, & 16 GAUGE AND GRADE 33 FOR 18 GAUGE AND LIGHTER MEMBERS UNLESS NOTED OTHERWISE. CARBON SHEET STEEL PRODUCTS MUST BE THOROUGHLY COATED WITH A RUST INHIBITIVE PAINT. 3. ALL STRUCTURAL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS" 4. METAL STUDS AND/OR JOISTS TO COMPLY WITH I.C.C.#3064P OR EQ.: A: FOR METAL STUD WALLS, UNLESS OTHERWISE SHOWN ON THE DRAWINGS, PROVIDE STANDARD PUNCHED STEEL MEMBERS OF THE GAUGES SHOWN ON THE DRAWINGS. B: USE ONLY ONE TYPE THROUGHOUT THE WORK, UNLESS OTHERWISE SHOWN ON THE DRAWINGS OR SPECIFICALLY APPROVED IN ADVANCE BY THE ENGINEER AND/OR ARCHITECT. 5. ACCESSORIES: PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT NECESSARILY LIMITED TO, TRACKS, CLIPS, WEB STIFFENERS, ANCHORS, FASTENING DEVICES RESILIENT CLIPS, AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AND AS RECOMMENDED BY THE MANUFACTURER FOR THE STEEL MEMBERS USED. 6. FASTENING OF COMPONENTS SHALL BE WITH SELF-DRILLING SCREWS OR WELDING. SCREWS OR WELDS SHALL BE OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION. ALL WELDS OF GALVANIZED STEEL SHALL BE TOUCHED UP WITH A ZINC RICH PAINT. ALL WELDS OF CARBON SHEET STEEL SHALL BE TOUCHED UP WITH PAINT. 7. PROVIDE A HIGH GRADE OF COMMERCIAL GROUT FOR LEVELING THE FLOOR RUNNER MEMBER OF STEEL STUD PARTITIONS AS REQUIRED. (SUBJECT TO APPROVAL BY E.O.R.) 8. TRACK SHALL BE UNPUNCHED WITH SIZE AND GAUGE TO MATCH STUD FRAMING UNO. 9. ALL WORK SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS: A. AMERICAN IRON AND STEEL INSTITUTE (AISI) DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS. B. AMERICAN WELDING SOCIETY (AWS) D1.1 AND D1.3 SPECIFICATION FOR WELDING SHEET STEEL IN STRUCTURES. C. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM). 10. ALL WELDING TO BE PERFORMED BY CERTIFIELD LIGHT GAUGE WELDERS CERTIFIED FOR ALL APPROPRIATE DIRECTION COMPLYING WITH AWS D1.3. SHOP WELDS MUST BE PERFORMED IN A LICENSED FABRICATORS SHOP. FIELD WELDING TO BE DONE BY WELDERS CERTIFIED FOR LIGHT GAUGE STEEL. A. WELDING RODS TO CONFORM TO THE FOLLOWING: A.A. 43 MIL AND LIGHTER E60XX A.B. 54 MIL AND HEAVIER E70XX OR E6013 A.C. LT. GAUGE TO STRUCTURAL STEEL E70XX LOW HYDROGEN 11. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY OR ON AN ANGLE SUCH AS BRACING TO SQUARELY FIT AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD FIRMLY IN POSITION UNTIL PROPERLY FASTENED. 12. ALL STUDS SHALL BE ATTACHED BY SCREWS OR WELDS UNLESS NOTED OTHERWISE. WIRE TYING OF FRAMING COMPONENTS IS NOT PERMITTED. 13. SPLICES IN TOP TRACK ARE REQUIRED WHERE TOP TRACK IS NOT ATTACHED TO A COMMON CONTINUOUS STRUCTURAL MEMBER AND SHALL BE ACCOMPLISHED PER TYPICAL TRACK SPLICE DETAIL UNO. 14. SPLICES IN AXIAL LOADED STUDS OR BRACES ARE NOT PERMITTED. WHERE STUDS ARE BURNED THROUGH BY WELDING, PROVIDE SUITABLE STITCH PLATE OF THE SAME GAUGE. 15. UNLESS NOTED OTHERWISE, ALL TRACKS SHALL MATCH STUD SIZE AND GAUGE. NOTE: THE ABOVE ARE PLUMP ENGINEERING, INC.'S REQUIREMENTS, PLEASE SEE PROJECT SPECIFICATIONS AND APPROVED CONSTRUCTION DOCUMENTS FOR ADDITIONAL REQUIREMENTS. TYPICAL FASTENERS & CONNECTORS CONNECTOR TYPE SUBSTRATE DESCRIPTION PRODUCT NOTED ON PLANS AS SCREWS METAL TRACK #8 @ ≤ 43 MIL OR #10 AT ANY GAUGE UNO HILTI SELF DRILLING & SELF PIERCING SCREWS PRO-TWIST MARKER & DARTS SELF DRILLING SCREWS PER ESR 1408 OR EQUAL SMS STUD TO STUD #8 @ ≤ 43 MIL OR #10 AT ANY GAUGE UNO LOW VELOCITY FASTENERS STRUCTURAL STEEL 0.157"Ø UNO HILTI X-U PER ICC #2269 SHOTPIN CONCRETE 0.157"Ø x 1" EMBED UNO MECHANICAL ANCHORS CONCRETE 3/8"Ø x 2 1/2" EMBED. UNO HILTI KH-EZ PER ICC #3027 SCREW ANCHOR CMU HILTI KH-EZ PER ICC #3056 Exp. 09/30/24 C 91599

APPROVED

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024

Page 86 of 119 ends

30"x48" CLR.
30"x48" CLR. 30"x48" CLR.
30"x48" CLR.
30"x48" CLR.

CR
CR
CR CR
30"x48" CLR. 110
. MEN 111
. WOMEN 112
. 113
. LOBBY 201 RECEPTION-2 202 STORAGE 205
. STORAGE 206
. OFFICE 207
. LOBBY 301
. RECEPTION-1 302
. OFFICE 303
. WORK AREA 304
. OFFICE 305
. CORRIDOR 306
. OFFICE 307
. OFFICE 308. CONFERENCE 309
. CONFERENCE 310
. STORAGE 311
. STORAGE 312
. WORK AREA 313 CORRIDOR . 314
. OFFICE 315
. OFFICE 316
. WORK AREA 402
. OFFICE 404
. OFFICE 405
. OFFICE 406.OFFICE 407
. CORRIDOR 408
. OFFICE 409
. OFFICE 410
. STORAGE 411
. WORK AREA 412
. OFFICE 501
. CORRIDOR 502
. OFFICE 503
. SERVER 504
. COMPUTER WORKROOM 505. WORK AREA 506
. CORRIDOR 602
. CORRIDOR 603
. WOMEN 604
. MEN 605
. 606
. JANITOR 607
. STORAGE 608
. CORRIDOR 609
. CASHIER 402A
. LOBBY 401
. WORK AREA 403
. UNISEX 000
. NOT IN CONTRACT NOT IN CONTRACT NOT IN CONTRACT NOT IN CONTRACT FILENAME: J:\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\STRUCTURAL\S.2307048 S100.DWG PLOT DATE/TIME: 3/20/2024 2:33 PM
USER NAME: AUSTIN GUAN R E V I S I O N S Project Manager: Date: Project Number: Scale: S H E E T N U M B E R A.2307048 Sheet Title:

NORCO SECURITY ASSEMENT
2870 Clark Ave
Norco, CA 92860 8/03/2023 MG BUILDING SUBMITTAL 01/11/2024 CLIENT REVIEW 01/11/2024 FLOOR PLAN S100
0 8' 16' 24' FLOOR PLAN
1 1/8" =1'-0" NORTH CONSTRUCTION NOTES 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND NOTIFY ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 2. (E) - INDICATES EXISTING CONSTRUCTION. 3. (N) - INDICATES NEW CONSTRUCTION. 4. TYPICAL WALL INTERSECTION SEE 7/S300 5. FOR TYPICAL OPENINGS IN INTERIOR WALL SEE 5/S301 NON-FULL HEIGHT PARTITION WALL PER 2 S300 TYP. PONY WALL PER
2 S302 TYP. NON-FULL HEIGHT PARTITION WALL PER
2 S300 TYP. PONY WALL PER
2 S302 TYP. PONY WALL PER
2 S302 TYP. NON-FULL HEIGHT PARTITION WALL PER
2 S300 TYP. Exp. 09/30/24 C 91599

APPROVED

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024

Page 87 of 119 ends

NOT IN CONTRACT NOT IN CONTRACT

NOT IN CONTRACT
NOT IN CONTRACT FILENAME: J:\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\STRUCTURAL\S.2307048 S201.DWG PLOT DATE/TIME: 3/20/2024 2:33 PM USER NAME: AUSTIN GUAN

R E V I S I O N S
Project Manager:

Date:

Project Number:

Scale:

S H E E T N U M B E R
A.2307048 Sheet Title: Project:

P L U M P E N G I N E E R I N G I N C.
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835, F (714) 385-1834
www.peica.com

CONSULTING ENGINEERS

STRUCTURAL, MECHANICAL, PLUMBING,

ELECTRICAL, CIVIL, SURVEYING,
ARCHITECTURAL T H I S D E S I G N A N D D R A W I N G A R E F O R U S E O N T H E S P E C I F I C S I T E I N D I C A T E D A N D I S T H E E X C L U S I V E P R O P E R T Y O F P L U M P E N G I N E E R I N G I N C , A N D S H A L L N O T B E U S E D , D U P L I C A T E D O R A L T E R E D I N P A R T O R I N W H O L E W I T H O U T W R I T T E N A P P R O V A L O F P L U M P E N G I N E E R I N G , I N C . - C O P Y R I G H T 2 0 2 3 c A L L R I G H T S R E S E R V E D Stamp:
3/20/24 TENANT IMPROVEMENT FOR: NORCO SECURITY ASSEMENT 2870 Clark Ave Norco, CA 92860 8/03/2023
MG

BUILDING SUBMITTAL
01/11/2024

CLIENT REVIEW
01/11/2024 REFLECTED CEILING PLAN
REFLECTED CEILING PLAN 1 S201
1/8" =1'-0"
NORTH 0 8' 16' 24'
SCALE: 1/8"=1'-0" 1

CONSTRUCTION NOTES

1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND

CONDITIONS PRIOR TO START OF WORK AND NOTIFY
ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.

2. (E) - INDICATES EXISTING CONSTRUCTION.

3. (N) - INDICATES NEW CONSTRUCTION. 3
S301

AT SOFFIT
TYP. 3
S301

AT SOFFIT
TYP.

Exp. 09/30/24
C 91599

APPROVED

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024 Page 88 of 119

METAL STUD

PER SCHEDULE
T150 - WIDTH AND

GAUGE TO MATCH
STUD W/ #10 SMS

EA FL EA STUD

FASTENER PER

SCHEDULE

TOP OF SLAB

SLAB OR DECK

EDGE, WHERE
OCCURS

AT SLAB

EDGE DISTANCE
PER SCHEDULE 10" MIN.

S1.5 S1.5 6" 6" JOINT
TRACK

PLAN VIEW

FASTENER
TYPE
EDGE

DISTANCE

SPACING

GROUP LWC (IN OC) NWC (IN OC)
SHOTPIN 3" A 16 16
NOTE:

1. SPLICE NOT REQ'D IF ANCHORS ARE WITHIN 6" OF JOINT PER PLAN VIEW

2. ANCHOR GROUP

2.1. A: WALL HT LESS THAN 14'-0"

3. IF ANCHOR GROUP IS NOT CALLED OUT USED 'A'.

4. SHOTPIN SEE GENERAL NOTE.

5. (E) CONC. SLAB IS 4" THK. N.W. SLAB ON GRADE F.V.

EMBEDMENT
1"
S1.5
#10 SMS EA LEG

CENTERED IN SLOT, DO

NOT FULLY TIGHTEN
1 4
" 1 1/2" 2 1/2" 3/4" MIN. DEFLECTION GAP 3
8" MIN. 1
2" MIN.
1"

WALL STUD, PER

SECTION/ELEVATION

SLOTTED TRACK
16GA., WIDTH TO

MATCH WALL STUD
NOTE:

1. DO NOT ATTACH GYP TO SLIP
TRACK.

2. SCREWS SHOULD HAVE A MIN
HEAD DIA. OF 0.4 INCHES &
SHOULD NOT PREVENT VERT.

MOVEMENT OF THE STUD.

TYPICAL STUD
#10 SMS @ 24" OC
STUD TO STUD, TYP.

TYPICAL CORNER PLAN
OPTION 1

DRYWALL

WHERE OCCUR

TYPICAL STUD

DRYWALL

WHERE OCCUR
TYP. TRACK
TYP. TRACK

TYPICAL INTERSECTION PLAN
OPTION 1

TYPICAL STUD
#10 SMS @ 24" OC
STUD TO STUD, TYP.

TYPICAL CORNER PLAN
OPTION 2

TYPICAL STUD
TYP. TRACK
TYP. TRACK

TYPICAL INTERSECTION PLAN
OPTION 2

TYPICAL STUD - NOT

REQ'D AT LOCATIONS

W/ NO DRYWALL ON

THE INSIDE CORNER

TYPICAL STUD
TYP. TRACK

TYPICAL INTERSECTION PLAN W/ ANGLE
OPTION 3

DRYWALL

WHERE OCCUR
150L150-54
W/ #10 SMS
@ 12" OC
16" MAX.
#10 SMS @ 24" OC
STUD TO STUD, TYP.
1±
1 CEILING LINE 6" MAX.

STUD PER SCHEDULE

UNDERSIDE

OF DECK

ALTERNATE

DIRECTIONS
IF DESIRED 6'-0" MAX.

TOP OF SLAB

GYP BOARD PER ARCH'L

BRIDGING WHERE REQ'D
PER

TYPICAL BRACED NON-FULL HEIGHT WALL STUD SCHEDULE
WALL STUD SIZE FOR UP TO (1) LAYER GYP. EACH SIDE
LEVEL
STUD SPACED @ 16" OC
ANCHOR
GROUP
MAX. WALL
HT 'H'
ALL
LEVELS 362S162-33 (33ksi) A 10'-0"
360S162-33

STUD BRACE
@ 48" OC MAX.
6 - 5
-
1 S301
1 - 3
- NOTE:

1. FOR MAXIMUM TRIBUTARY CEILING = 10'-0" SEE

2. BACKING TYPE B1 MAY BE APPLIED TO BOTH SIDES OF ALL STUDS SPECIFIED IN THE TABLE.

3. BACKING TYPE B2 & B3 AND EQUIPMENT CASEWORK, ETC. MAY NOT BE SUPPORTED ON THESE WALLS.

4. FOR FASTENER TYPE AND SPACING REQUIREMENTS FOR EACH ANCHOR GROUP, SEE ALL RELATED CONNECTION DETAILS.

TRIBUTARY CEILING

SOFFIT PER

SECTIONS/SCHEDULES

WALL STUD PER

SECTIONS/SCHEDULES
C. SOFFIT ONE SIDES OF WALL

TRIBUTARY CEILING

SOFFIT PER

SECTIONS/SCHEDULES

WALL STUD PER

SECTIONS/SCHEDULES
D. SOFFIT BOTH SIDES OF WALL

CEILING PER

SECTIONS/SCHEDULES

WALL STUD PER

SECTIONS/SCHEDULES
A. CEILING ONE SIDE OF WALL

TRIBUTARY CEILING
EQ EQ

CEILING PER

SECTIONS

OR SCHEDULES

WALL STUD PER

SECTIONS

OR SCHEDULES
B. CEILING BOTH SIDES OF WALL

TRIBUTARY CEILING

EQ EQ EQ EQ

BRACING PER ELEVATION
1±
1 CEILING LINE 6" MAX.

T250-54

DEFLECTION
TRACK
W/ #10 SMS

EA FL EA STUD
SEE
(3) #10 SMS @ EACH CLIP

STUD PER SECTION
200L400-97MIL
@ EACH BRACE
LLV W/ (3)#10 SMS

CENTER TO TRACK
4 -

PERPENDICULAR TO (E) FRAMING PARALLEL TO (E) FRAMING
1 TO 1.5
1 1 TO 1.5
1 BRACE PER ELEVATION
(E) 2x ROOF JOIST
OR (N) 2x BLK'G W/ A35
E.S. E.E.
(E) ROOF SHEATHING (E) ROOF SHEATHING

BRACE PER ELEVATION
(E) 2x ROOF JOIST
OR (N) 2x BLK'G W/ A35
E.A. E.E.
400L200-97MILx0'-8" LONG
W/ (3) 1/4"Ø SDS TO WOOD
W/ (3) #10 SMS TO STUD
400L200-97MILx0'-8" LONG
W/ (3) 1/4"Ø SDS TO WOOD

CENTERED TO (E) JOIST
W/ (3) #10 SMS TO STUD
1 1/2" 1 1/2" 1 1/2" 1 1/2" FILENAME: J:\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\STRUCTURAL\S.2307048 DETAILS.DWG PLOT DATE/TIME: 3/20/2024 2:33 PM USER NAME: AUSTIN GUAN

R E V I S I O N S
Project Manager:

Date:

Project Number:

Scale:

S H E E T N U M B E R
A.2307048 Sheet Title: Project:

P L U M P E N G I N E E R I N G I N C.
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835, F (714) 385-1834
www.peica.com

CONSULTING ENGINEERS

STRUCTURAL, MECHANICAL, PLUMBING,

ELECTRICAL, CIVIL, SURVEYING,
ARCHITECTURAL T H I S D E S I G N A N D D R A W I N G A R E F O R U S E O N T H E S P E C I F I C S I T E I N D I C A T E D A N D I S T H E E X C L U S I V E P R O P E R T Y O F P L U M P E N G I N E E R I N G I N C , A N D S H A L L N O T B E U S E D , D U P L I C A T E D O R A L T E R E D I N P A R T O R I N W H O L E W I T H O U T W R I T T E N A P P R O V A L O F P L U M P E N G I N E E R I N G , I N C . - C O P Y R I G H T 2 0 2 3 c A L L R I G H T S R E S E R V E D Stamp:
3/20/24 TENANT IMPROVEMENT FOR: NORCO SECURITY ASSEMENT 2870 Clark Ave Norco, CA 92860 8/03/2023
MG

BUILDING SUBMITTAL
01/11/2024

CLIENT REVIEW
01/11/2024 STRUCTURAL DETAILS
TYPICAL TRIBUTARY OF CEILING 3
-- S300
TYPICAL INTERSECTION DETAIL 7
--
TYPICAL NON-FULL HEIGHT PARTITION WALL 2
-
TYPICAL NON-FULL HEIGHT TOP CONN. 5
--
TYPICAL NON-BEARING WALL BASE CONNECTION 1
-
TYPICAL DEFLECTION TRACK 4
- BRACING TOP CONNECTION 6--
Exp. 09/30/24
C 91599

APPROVED

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024 Page 89 of 119
OPTION #1:

METAL STUD, 8" MAX DEPTH
33 mil (20 GA. ) to 54 mil (16 GA.)
150U050-54 CRC

U-CHANNEL BRIDGING
NOTE FOR OPTION #1 & #2:

BRIDGING AT 5'-0" TYP. FOR ALL WALL UNLESS SHEATHING IS PROVIDED BOTH SIDES OF WALL. MINIMUM SHEATHING REQ'D 5/8" GYP. BD W/ #6 SCREWS @ 7" O.C. 150L150-54 x 'W' LONG
W/ (2) #10 SMS

EA LEG EA STUD
1/4" 1/4"
3/4" 3/4"
'W' 1 1/2"
OPTION #2:

SHEATHING

PER ARCH'L
S162-54 BLK'G STUD AT

WALL ENDS, ADJACENT TO
WINDOWS, AND @ 8'-0"

MAX HORIZ (WIDTH TO

MATCH WALL)
W/ 300L150-54 MIL W/
(2)#10 SMS EA LEG, TYP.
(2) #10 SMS

CRC TO EA
STUD
150U050-54
CRC
NOTE:

PLACE CRC ON SIDE(S)

WHERE SHEATHING DOES
NOT OCCUR.

CRC/BRIDING SPLICE
8"
EQ. EQ.
1" TYP. 2" TYP.

CRC PER

BRIDGING
8" PIECE OF
CRC TO
MATCH
SPLICE

LOCATION AA
(2) #10 SMS

EA SIDE OF
SPLICE, MIN.

SECTION "A-A" JAMB PER SCHEDULE JAMB PER SCHEDULE

BRIDGING

WHEN WALL IS

NOT SHEATHED

ON BOTH SIDES
PER 1- HEADER PER SCHEDULE 2
S100
TYP. AT
TOP CONN 1
S300
TYP. AT

BOT CONN

STUDS AND SPACING
PER SCHEDULE TYP.

TYP AT
HEADER 7- 3/8" GAP MAX.

T150-54 MIL TRACK

OR PER SCHEDULE
#10 SMS EA FL
@ EA STUD

STUD WALL

PER SCHEDULE
OR SECTION AA SECTION "A-A"

JAMB PER

SCHEDULE
1/4" 1/4" W
3" MIN.

SILL TRACK PER SCHEDULE
#10 SMS EA FL
150L150-54 W/ (3) #10 SMS

EA LEG - LOCATE HORIZ

LEG BELOW TRACK -

VERTICAL LEG MAY BE UP

OR DOWN

JAMB PER SCHEDULE

ELEVATION

PROVIDE IN-PLANE

BRACING

WHERE DRYWALL

NOT PROVIDED
PER 1
S302
362S162-33 MIN
@ 16" OC
362S162-33 CONT
W/ (2) #10 SMS
EA STUD 5'-0" MAX DROP
(3) #10 SMS TYP. 1
1± 6
S300
362S162-33 BRACE
@ 48" OC W/ (3) #10 SMS
(BRACE MAY BE

INSTALLED IN EITHER
DIRECTION) 1'-0" MAX.
4'-0" MAX. 6- TYP.
362T150-54 CONT.

TRACK W/ 1/4"Ø SDS
@ 16" O.C.

CENTER TO JOIST
OR BLK'G, TYP.
362S162-33 MIN
@ 16" OC
#10 SMS EA. FL.

TYP.
(N) 2x BLK'G TO MATCH
JOIST DEPTH W/ A35 E.S.

E.E. TYP.
(N) 2x BLK'G TO MATCH
JOIST DEPTH W/ A35 E.S.

E.E. TYP. (E) ROOF JOIST
(E) ROOF SHEATHING

STUD PER SECTION
TYP.
(3) #10 SMS
EA. STUD
150L150-33 W/ #8 SMS
EA. LEG
EA. STUD
EXTERIOR CORNER BINTERIOR CORNER A FILENAME: J:\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\STRUCTURAL\S.2307048 DETAILS.DWG PLOT DATE/TIME: 3/20/2024 2:33 PM USER NAME: AUSTIN GUAN

R E V I S I O N S
Project Manager:

Date:

Project Number:

Scale:

S H E E T N U M B E R
A.2307048 Sheet Title: Project:

P L U M P E N G I N E E R I N G I N C.
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835, F (714) 385-1834
www.peica.com

CONSULTING ENGINEERS

STRUCTURAL, MECHANICAL, PLUMBING,

ELECTRICAL, CIVIL, SURVEYING,
ARCHITECTURAL T H I S D E S I G N A N D D R A W I N G A R E F O R U S E O N T H E S P E C I F I C S I T E I N D I C A T E D A N D I S T H E E X C L U S I V E P R O P E R T Y O F P L U M P E N G I N E E R I N G I N C , A N D S H A L L N O T B E U S E D , D U P L I C A T E D O R A L T E R E D I N P A R T O R I N W H O L E W I T H O U T W R I T T E N A P P R O V A L O F P L U M P E N G I N E E R I N G , I N C . - C O P Y R I G H T 2 0 2 3 c A L L R I G H T S R E S E R V E D Stamp:
3/20/24 TENANT IMPROVEMENT FOR: NORCO SECURITY ASSEMENT 2870 Clark Ave Norco, CA 92860 8/03/2023
MG

BUILDING SUBMITTAL
01/11/2024

CLIENT REVIEW
01/11/2024 STRUCTURAL DETAILS
TYPICAL SOFFIT DETAIL 3
-- S301
NOT USED 7
--
TYPICAL INTERIOR OPENING DETAIL 2-
NOT USED 5
--
TYPICAL BRIDGING DETAIL 1-
TYPICAL TRACK ENCLOSURE DETAIL 4- TYPICAL HEADER CONNECTION 7 --
TYPICAL CORNER BENT PLATE DETAIL 6
--

LEVEL FRAMING LOCATION DOOR OPENING WIDTH
UP TO 4'-0"
DOOR OPENINGS IN WALLS WITH (1) LAYERS OF

GYPSUM EACH SIDE OF WALL W/O JOSTLED CEILING
ALL
LEVEL
HEADER
JAMB
362T150-54
362S162-33
NOTE:

1. ALL WALL STUDS FOR WALL WITH OPENINGS
SHALL BE AT 16" O.C. U.N.O.

Exp. 09/30/24
C 91599

APPROVED

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024 Page 90 of 119
1 1 1 1 1 1
ALTERNATE DIAG. BRACE,

STUD SIZE TO MATCH TYP
STUD (MIN 362S137-33)
W/ (1) #8 SMS EA STUD

ELEVATION

FLOOR SLAB
NOTE:

1. INSTALL DIAG. BRACING AS SHOWN ABOVE AT ALL
INTERIOR SOFFITS WHERE DIMENSION H EXCEEDS 2'-0"
AND DRYWALL IS NOT PROVIDED.

2. WHERE DUCTS, CONDUITS, ETC INTERUPT DIAG. BRACING

INSTALL STRONGBACK PER

3. BRACES MAY BE INSTALLED ON EITHER SIDE OF DROPS
19- A- H 8" MAX.

BRACES
(2) #8 SMS
TYP.

BRACES
(2) #8 SMS
TYP.
54 MIL NOTCHED TRACK
OR PLATE 4" WIDE MIN.

A. BRACE CONNECTION AT INTERSECTION
OPTION 1 OPTION 2
ClarkDietrich PONY WALL
PW24 @ 4'-0" MAX.

PROVIDE PONY WALL PW24
AT EACH WALL END, TYP.

TYPICAL TRACK &
CONN. SEE
1) LOCATE PW ASSEMBLY IN BASE TRACK
AS REQUIRED.
2) TOP TRACK NOT SHOWN IN ISO
VIEW FOR CLARITY.

NOTES:
#10 SMS THROUGH WEB OF
STUDS EA. SIDE OF THE PW STUD

TO THE FLANGES OF THE PW
STUD

TOP TRACK PER
ClarkDietrich PW
(PONY WALL STUD

AND BASE PLATE) PER

ISO VIEW

ISO VIEW ELEV VIEW
6" MIN.
(4) 1/2"Ø HILTI KB-TZ2
(3-1/2" EMBED.)

ELEV VIEW
1/2" THICK PW BASE PLATE

WITH PRE-DRILLED HOLES
(PROVIDED AS PART OF

PONY WALL ASSEMBLY)
(2) 362S162-43 (PER SECTION), (1)
EA. SIDE OF PW STUD AS SHOWN
(STUD IN FRONT OF PW STUD

SHOWN DASHED FOR CLARITY)
8" 3 3/8"
1" 4" 1 11/16" 2" 11/16"

BASE PLATE
HOLE LAYOUT Ø5/8" 2'-6" MAX. FILENAME: J:\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\STRUCTURAL\S.2307048 DETAILS.DWG PLOT DATE/TIME: 3/20/2024 2:33 PM USER NAME: AUSTIN GUAN

R E V I S I O N S
Project Manager:

Date:

Project Number:

Scale:

S H E E T N U M B E R
A.2307048 Sheet Title: Project:

P L U M P E N G I N E E R I N G I N C.
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835, F (714) 385-1834
www.peica.com

CONSULTING ENGINEERS

STRUCTURAL, MECHANICAL, PLUMBING,

ELECTRICAL, CIVIL, SURVEYING,
ARCHITECTURAL T H I S D E S I G N A N D D R A W I N G A R E F O R U S E O N T H E S P E C I F I C S I T E I N D I C A T E D A N D I S T H E E X C L U S I V E P R O P E R T Y O F P L U M P E N G I N E E R I N G I N C , A N D S H A L L N O T B E U S E D , D U P L I C A T E D O R A L T E R E D I N P A R T O R I N W H O L E W I T H O U T W R I T T E N A P P R O V A L O F P L U M P E N G I N E E R I N G , I N C . - C O P Y R I G H T 2 0 2 3 c A L L R I G H T S R E S E R V E D Stamp:
3/20/24 TENANT IMPROVEMENT FOR: NORCO SECURITY ASSEMENT 2870 Clark Ave Norco, CA 92860 8/03/2023
MG

BUILDING SUBMITTAL
01/11/2024

CLIENT REVIEW
01/11/2024 STRUCTURAL DETAILS
NOT USED 3
-- S302
NOT USED 7
--
TYPICAL PONY WALL DETAIL 2-
NOT USED 5
--
TYPICAL IN-PLANE BRACE DETAIL 1-
NOT USED 4-
NOT USED 6
--
NOT USED 8
-- 4
S301 1
S300 1
Exp. 09/30/24
C 91599
PCC#1
05/09/2024 1

APPROVED

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024 Page 91 of 119
11'-10"13'-10" 16'-9" SEE ARCH'L DWG 2'-10" 11'-10" 9'-0" 16'-9" 13'-10" 11'-10" SEE ARCH'L DWG 11'-10" FILENAME: J:\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\STRUCTURAL\S.2307048 S400.DWG PLOT DATE/TIME: 3/20/2024 2:33 PM USER NAME: AUSTIN GUAN

R E V I S I O N S
Project Manager:

Date:

Project Number:

Scale:

S H E E T N U M B E R
A.2307048 Sheet Title: Project:

P L U M P E N G I N E E R I N G I N C.
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835, F (714) 385-1834
www.peica.com

CONSULTING ENGINEERS

STRUCTURAL, MECHANICAL, PLUMBING,

ELECTRICAL, CIVIL, SURVEYING,
ARCHITECTURAL T H I S D E S I G N A N D D R A W I N G A R E F O R U S E O N T H E S P E C I F I C S I T E I N D I C A T E D A N D I S T H E E X C L U S I V E P R O P E R T Y O F P L U M P E N G I N E E R I N G I N C , A N D S H A L L N O T B E U S E D , D U P L I C A T E D O R A L T E R E D I N P A R T O R I N W H O L E W I T H O U T W R I T T E N A P P R O V A L O F P L U M P E N G I N E E R I N G , I N C . - C O P Y R I G H T 2 0 2 3 c A L L R I G H T S R E S E R V E D Stamp:
3/20/24 TENANT IMPROVEMENT FOR: NORCO SECURITY ASSEMENT 2870 Clark Ave Norco, CA 92860 8/03/2023
MG

BUILDING SUBMITTAL
01/11/2024

CLIENT REVIEW
01/11/2024 INTERIOR ELEVATIONS
INTERIOR SECTIONS 1 S400
3/8" =1'-0"

CONSTRUCTION NOTES
INTERIOR SECTIONS 2
3/8" =1'-0"

1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND

CONDITIONS PRIOR TO START OF WORK AND NOTIFY
ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.

2. (E) - INDICATES EXISTING CONSTRUCTION.

3. (N) - INDICATES NEW CONSTRUCTION. 2
S302 3
S301 3
S301 2
S302 1 1
Exp. 09/30/24
C 91599
PCC#1
05/09/2024 1

APPROVED

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024 Page 92 of 119
FILENAME: \\PEI-ANA-DC01\DATA\PROJECTS\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\MECHANICAL\2307048_M001 LEGEND AND NOTES.DWG PLOT DATE/TIME: 5/14/2024 1:40 PM USER NAME: MICHAEL GEORGY

R E V I S I O N S
Project Manager:

Date:

Project Number:

Scale:

S H E E T N U M B E R
A.2307048 Sheet Title: Project:

P L U M P E N G I N E E R I N G I N C.
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835, F (714) 385-1834
www.peica.com

CONSULTING ENGINEERS

STRUCTURAL, MECHANICAL, PLUMBING,

BUILDING SUBMITTAL
01/11/2024

CLIENT REVIEW
01/11/2024 MECHANICAL LEGEND AND GENERAL NOTES
M001

1. ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF 2022 CMC, 2022 CBC, AND ALL OTHER APPLICABLE CODES AND
REGULATIONS, INCLUDING 2022 CALIFORNIA ENERGY CONSERVATION STANDARDS DIVISION T-24.

2. COORDINATE ENTIRE INSTALLATION OF THE HVAC SYSTEM WITH THE

WORK OF ALL OTHER TRADES PRIOR TO ANY FABRICATION OR
INSTALLATION. PROVIDE ALL FITTINGS, OFFSETS, AND TRANSITIONS AS REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. THE

MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE

ITEMS TO BE PROVIDED BY OTHER TRADES WHERE MENTIONED IN THE CONTRACTOR DOCUMENTS PRIOR TO BID.

3. COORDINATE THE LOCATIONS OF ALL CEILING DIFFUSERS, REGISTERS, AND GRILLES WITH THE ARCHITECTURAL ROOM ELEVATIONS. THE

ARCHITECT SHALL BE NOTIFIED ON ANY CONFLICTS PRIOR TO
FABRICATION AND INSTALLATION.

4. IN CASE OF DEVIATION FROM BASIS OF DESIGN THAT IS NOT ADDED OR

REVISED SCOPE, CONTRACTOR IS RESPONSIBLE FOR ANY ADDITION COST OR EXTRA EFFORT.

5. ALL EQUIPMENT, DUCTS, PIPING AND OTHER DEVICES AND MATERIALS

INSTALLED OUTSIDE OF THE BUILDING OR EXPOSED TO WEATHER SHALL

BE COMPLETELY WEATHER-PROOFED AND PAINTED TO MATCH,
COORDINATE WITH ARCHITECT PRIOR TO PAINTING.

6. ALL DIMENSIONS SHOWN ON THESE PLANS ARE APPROXIMATE AND MUST BE CONFIRMED ON SITE.

7. PRIOR TO OCCUPANCY, THE ENTIRE HVAC SYSTEMS SHALL BE

BALANCED IN ACCORDANCE WITH ASSOCIATED AIR BALANCE

COUNCIL (AABC) STANDARDS BY AN INDEPENDENT AIR BALANCE
CONTRACTOR. CERTIFICATION SHALL BE PROVIDED B THE
CONTRACTOR FOR AIR AND HYDRAULIC AS APPLICABLE. SYSTEM SHALL

BE BALANCED AS INDICATED ON PLANS INCLUDING FRESH AIR
VENTILATION. WHERE THERE IS A CONFLICT WITH THE MECHANICAL

PLANS, THE AIR BALANCE CONTRACTOR SHALL BEAR ALL COSTS

INCURRED FOR WORK THAT MUST BE RE-BALANCED DUE TO CONFLICT ON CONTRACTOR DOCUMENTS. CONTRACTOR SHALL PROVIDE TWO

COPIES OF THE AIR BALANCE REPORT TO THE ARCHITECT FOR REVIEW AND APPROVAL.

8. FOR INACCESSIBLE AREAS THE CONTRACTOR SHALL PROVIDE ACCESS

PANELS FOR ALL DAMPERS, EQUIPMENT, SMOKE DETECTORS, AND CONTROL DEVICES. THESE PANELS SHALL MATCH THE RATING OF THE WALL AND/OR CEILING THAT THEY ARE LOCATED IN. MINIMUM ACCESS PANEL SIZES SHALL BE AS FOLLOWS.
a. HAND ACCESS: 12"X12"
b. BODY ACCESS: 30"X30" MIN. WHERE A LARGER ACCESS SIZE IS

REQUIRED DUE TO INSTALLATION CONSTRAINS, THE CONTRACTOR

SHALL DO SO AT NO ADDITIONAL COST AND SHALL NOTIFY THE
ARCHITECT OF DEVIATIONS PRIOR TO INSTALLATION.

9. ALL EQUIPMENT, ACCESSORIES, AND RELATED PIPING SHALL BE

INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT
MANUFACTURER'S RECOMMENDATIONS. PROVIDE ALL FITTINGS,

TRANSITIONS, DAMPERS, VALVES, AND OTHER DEVICES REQUIRED FOR A COMPLETE WORKABLE INSTALLATION.

10. MAINTENANCE LABEL SHALL BE AFFIXED TO ALL MECHANICAL

EQUIPMENT AND A MAINTENANCE MANUAL SHALL BE PROVIDED FOR THE ARCHITECT'S USE.

11. ALL EQUIPMENT WITH MOVING PARTS SHALL BE PROVIDED WITH FLEXIBLE DUCT AND PIPE CONNECTIONS.

12. ALL HVAC EQUIPMENT SHALL BE CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION TO COMPLY WITH LATEST EFFICIENCY STANDARDS.

13. ALL OUTSIDE AIR INTAKES SHALL MEET CODE REQUIRED CLEARANCES

FROM EXHAUST, FLUE, FUEL BURNING APPLIANCE AND PLUMBING VENT OUTLETS. FOR GAS/ELECTRIC AIR CONDITIONING UNITS WHERE THE

CODE REQUIRED ARE NOT MET, A FACTORY FLUE GAS DEFLECTOR AND EXTENSION SHALL BE USED TO MINIMIZE THESE CLEARANCES.

CONTRACTOR SHALL DETERMINE LOCATIONS WHERE REQUIRED TO BID.

THIS SHALL BE PROVIDED AT NO COST.

14. CONTRACTOR SHALL VERIFY ALL CLEARANCES AND AVAILABLE SPACE

FOR DUCTWORK PRIOR TO ORDERING AND/OR FABRICATING
MATERIAL.

15. CONTRACTOR TO SUBMIT ALL EQUIPMENT, DUCTWORK, AIR

DISTRIBUTION DEVICES, AND OTHER ACCESSORIES TO THE ENGINEER FOR APPROVAL PRIOR TO ANY ORDERING OF SUCH ITEMS.

16. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS WITHIN 45 DAYS OF AWARD OF CONTRACT. IF SHOP DRAWINGS ARE NOT PROVIDED TO

THE ARCHITECT FOR APPROVAL, AND ANY CONFLICTS OCCUR
BETWEEN TRADES, DURING CONSTRUCTION. THEN THE CONTRACTOR

SHALL BE RESPONSIBLE AND BEAR ALL COST INCURRED FOR ANY REVISIONS AT NO ADDITIONAL COST TO THE ARCHITECT. THE

ARCHITECT SHALL BE NOTIFIED IMMEDIATELY PRIOR TO FABRICATION AND INSTALLATION OF ANY CONFLICTS BETWEEN TRADES. DURING CONSTRUCTION.

17. CONTRACTOR SHALL BE RESPONSIBLE FOR COMMISSIONING OF EQUIPMENT AS STIPULATED ON TITLE 24 FORM ON PLANS UNLESS NOTED OTHERWISE.

18. CONTROL SCHEMATICS ARE FOR SEQUENCE ONLY. REFER TO

ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR ALL ELECTRICAL DEVICES.

19. ALL LINE VOLTAGE WIRING SHALL BE INSTALLED IN CONDUIT. ALL LINE

VOLTAGE CONDUIT AND WIRING, INCLUDING FINAL CONNECTIONS,

SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR

AS INDICATED ON THE ELECTRICAL DRAWINGS OR SPECIFIED IN THE ELECTRICAL SECTION OF THE SPECIFICATIONS. ALL ELECTRICAL WORK

SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES

AND REGULATIONS OF ALL GOVERNING BODIES HAVING JURISDICTION THEREOF.

20. ALL LOW VOLTAGE CONDUIT AND WIRING AS APPLICABLE, INCLUDING

FINAL CONNECTIONS, SHALL BE FURNISHED AND INSTALLED BY THE

MECHANICAL DRAWINGS OR SPECIFIED IN THE MECHANICAL SECTION OF THE SPECIFICATIONS.
a. ALL LOW VOLTAGE WIRING SHALL BE INSTALLED IN CONDUIT IN INACCESSIBLE CEILINGS.
b. ALL LOW VOLTAGE WIRING SHALL BE PLENUM RATED ABOVE
ACCESSIBLE CEILINGS.

21. WHERE THE CONTROLS CONTRACTOR IS RETAINED BY THE OWNER, THEY SHALL BE RESPONSIBLE FOR THE FOLLOWING:
a. FURNISH AND INSTALL ALL DEVICES, WIRING, AND TERMINATIONS REQUIRED FOR A COMPLETE AND FUNCTIONAL INSTALLATION.
b. COORDINATE ALL WORK AND REQUIREMENTS WITH OTHER TRADES INCLUDING GENERAL, MECHANICAL, AND ELECTRICAL CONTRACTORS. c. CONTRACTOR SHALL FOLLOW ALL SUBMITTAL REQUIREMENTS PER DRAWINGS AND SPECIFICATIONS.

22. ALL THERMOSTATS SHALL BE OF THE ELECTRONIC, PROGRAMMABLE, AUTOMATIC CHANGEOVER TPE TO SEQUENCE HEATING OR COOLING.

SET POINT SHALL BE 10 DEGREES F. BETWEEN FULL COOLING AND HEATING. THEY SHALL HAVE CAPABILITY OF TERMINATING ALL HEATING AT A TEMPERATURE NO MORE THAN 70 DEGREES F. AND COOLING AT A TEMPERATURE NOT LESS THAN 78 DEGREES F. ADJUSTABLE
TEMPERATURE DIFFERENTIAL SHALL BE 1- 1/2 DEGREES F. CONTROL LIMITS SHALL BE FORM 55 DEGREES F. TO 85 DEGREES F. MOUNT AT 48

INCHES ABOVE FLOOR OR AS REQUIRED BY LOCAL AUTHORITIES OR HANDICAP CODES. · THERMOSTATS THAT ARE PART OF AN ENERGY MANAGEMENT SYSTEM SHALL FOLLOW CONTROL SPECIFICATIONS AND DRAWING REQUIREMENTS. · SHOULD THE LOCATION OF THE THERMOSTAT NOT MEET THE ADA

HEIGHT REQUIREMENTS DUE TO OBSTRUCTIONS, THEN AN ALTERNATE

LOCATION SHALL BE PROPOSED OR REQUESTED BY THE CONTRACTOR THAT SHALL BE APPROVED BY THE ARCHITECT.

23. CONTROLS CONTRACTOR AND AIR BALANCE CONTRACTOR SHALL

COORDINATE WORK AND PERFORM NECESSARY TASK AS REQUIRED TO

OBTAIN AIR AND WATER FLOW QUANTITIES FOR SYSTEMS SHOWN
HEREIN.

24. CONTROLS SHALL BE PROVIDED TO PROVIDE THE MINIMUM RATE OF OUTSIDE AIR REQUIRED BY THE STATE ENERGY REGULATIONS.

25. ALL DUCTWORK SHALL BE SHEET METAL CONSTRUCTED OR SPIRAL,

ERECTED, AND TESTED IN ACCORDANCE WITH THE MOST RESTRICTIVE

OF LOCAL REGULATIONS, PROCEDURES DETAILED IN THE ASHRAE HANDBOOK OF FUNDAMENTALS, CHAPTER 6 OF THE MECHANICAL

CODE, OR THE APPLICABLE STANDARDS ADOPTED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION.

26. ALL FLEXIBLE DUCTWORK SHALL NOT EXCEED SEVEN FEET IN LENGTH TO

RESPECTIVE DIFFUSERS, GRILLES, AND REGISTERS, OR OTHER AIR DEVICES.

27. PROVIDE SEISMIC RESTRAINTS TO ALL DUCTWORK, PIPE, AND

EQUIPMENT SUPPORTS IN ACCORDANCE WITH THE LATEST SMACNA GUIDELINES FOR SEISMIC RESTRAINT OF MECHANICAL SYSTEMS.

SUSPENDED EQUIPMENT SHALL BE PROVIDED WITH SEISMIC
ANCHORAGE AND ISOLATION SUPPORTS.

28. ALL DUCT TURNS IN RECTANGULAR SUPPLY, RETURN, AND EXHAUST DUCTS SHALL HAVE TURNING VANES UNLESS OTHERWISE NOTED.

29. DUCTWORK HANDLING CONDITIONED AIR SHALL BE INSULATED OR LINED AS INDICATED ON DRAWINGS. SUPPLY AND RETURN DUCT
INSULATION SHALL BE MIN. 1.5" THICK, 3/4 LB./CUBIC FEET DENSITY AND HAVE A MIN. VALUE OF R-8 WHERE LOCATED IN ONE OR MORE OF THE FOLLOWING SPACES: · OUTDOORS, OR · IN A SPACE BETWEEN ROOF AND AN INSULATED CEILING, OR · IN A SPACE DIRECTLY UNDER A ROOF WITH FIXED VENTS OR · OPENINGS TO OUTSIDE OR UNCONDITIONED SPACES, OR · IN AN UNCONDITIONED CRAWLSPACE, OR · IN OTHER UNCONDITIONED SPACES

30. PER xxxx CEC, OTHERWISE PROVIDE R-4.2 WHEN LOCATED IN CONDITIONED ATTIC SPACES ABOVE CEILINGS. ALL DUCTWORK
EXPOSED ON ROOF SHALL BE INTERNALLY LINED WITH 1.5" THICK,

1.5LB./CUBIC FEET DENSITY DUCT LINER UNLESS OTHERWISE INDICATED OR SPECIFIED . ALL DUCT SIZES ARE SHEET METAL SIZES. ALL DUCT JOINTS SHALL BE SEALED PER CHAPTER 6 MECHANICAL CODE REQUIREMENTS.

PROVIDE PIPING AND DUCT INSULATION IN ACCORDANCE WITH THE LATEST STANDARDS OF THE CALIFORNIA ENERGY COMMISSION.

31. ALL INSULATION, DUCT LINING, AND MATERIALS EXPOSED WITHIN DUCTS

OR PLENUMS SHALL BE NONCOMBUSTIBLE OR SHALL HAVE A
FLAME-SPREAD INDEX NOT GREATER THAN 25 AND A SMOKE
DEVELOPED INDEX NOT GREATER THAN 50 WHEN TESTED AS A
COMPOSITE PER APPLICABLE TESTING STANDARDS.

32. MANUAL VOLUME DAMPERS SHALL BE PROVIDED IN ALL DUCT

BRANCHES TO INDIVIDUAL DIFFUSERS, GRILLES, AND REGISTERS, AS WELL AS FRESH AIR INTAKE DUCTS. DAMPERS SHALL BE LOCATED AT THE BRANCH DUCT LOCATIONS. THE MECHANICAL CONTRACTOR SHALL

COORDINATE LOCATIONS OF DAMPERS WITH THE AIR BALANCE
CONTRACTOR, SO THEY ARE ACCESSIBLE PRIOR TO INSTALLATION. IN

LOCATIONS WHERE THESE DAMPERS ARE INACCESSIBLE, CABLE

OPERATED ADJUSTMENT CONTROLS SHALL BE PROVIDED AT NO
ADDITIONAL COST. OPPOSED BLADE DAMPERS SHALL NOT BE
PERMITTED UNLESS NOTED OTHERWISE.

33. AUTOMATIC FIRE DAMPER REQUIREMENTS ARE AS FOLLOWS:
a. PROVIDE AUTOMATIC FIRE DAMPERS AT ALL PENETRATIONS OF FIRE-RATED CEILINGS AND WALLS THROUGHOUT. CONTRACTOR SHALL

COORDINATE FIRE-RATED AREAS WITH THE ARCHITECTURAL DRAWINGS

AND OTHER TRADES PRIOR TO INSTALL AND SHALL NOTIFY PERTINENT PARTIES PRIOR TO ANY WORK PERFORMED IN THESE AREAS. IN

ADDITION, CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE PROPER ACCESS FOR DAMPERS INSTALLED. THE DAMPER FIRE RATING SHALL BE COMPATIBLE WITH THE CEILING/WALL RATING.
b. LOCATION OF FIRE-RATED CEILINGS AND WALLS ARE AS INDICATED ON THE ARCHITECTURAL DRAWINGS.
c. FIRE AND/OR SMOKE DAMPERS SHALL E PROVIDES AS REQUIRED BY THE

LATEST CALIFORNIA BUILDING CODE
d. CONTRACTOR SHALL FURNISH FLUSH MOUNTED FIRE AND/OR SMOKE

DAMPERS, SO THAT DAMPER DO NO EXTEND PASS WALL, FOR AREAS WITHOUT CEILINGS FOR QUALITY WORKMANSHIP.

34. CONTRACTOR SHALL PERFORM MAINTENANCE ON ALL EXISTING FIRE AND SMOKE/FIRE DAMPERS PER MANUFACTURER'S PROVISIONS. ANY

FAILURES OR NON-OPERATING DAMPERS SHALL BE REPLACE AND
SHALL CONFORM TO CURRENT CODE REGULATIONS.

35. ALL DUCTWORK PASSING THROUGH FIRE RATED CORRIDORS AND LOBBIES SHALL BE MIN. 26 GAGE SHEET METAL CONSTRUCTION.

36. ALL DUCTWORK, PIPING, CONDUIT ETC. PENETRATING FIRE RATED CONSTRUCTION SHALL HAVE APPROVED FIRE STOPPING.

37. DUCT SYSTEMS USED WITH BLOWER TYPE EQUIPMENT WHICH ARE

PORTIONS OF A HEATING , COOLING, ABSORPTION, EVAPORATIVE

COOLING OR OUTDOOR AIR VENTILATION SYSTEM SHALL BE SIZED IN ACCORDANCE WITH CHAPTER 17 OF CMC.

38. THE ANCHORAGE AND SUPPORTING STRUCTURAL ELEMENTS FOR

AIRDUCTS SHALL BE DESIGNED TO WITHSTAND THE LATER FORCES AS REQUIRED BY THE BUILDING CODE, TITLE 24, PART 2.

GENERAL NOTES - SUPPLY AIR RISER
SYMBOL ABBR. DESCRIPTION - RETURN AIR RISER - EXHAUST AIR RISER

MVD MANUAL VOLUME DAMPER
(L) LINED DUCTWORK

SAG SUPPLY AIR GRILLE

RAG RETURN AIR GRILLE

EAG EXHAUST AIR GRILLE

SWR SIDEWALL REGISTER - FLEXIBLE CONNECTION

FD FIRE DAMPER

DL DOOR LOUVER
UC UNDERCUT DOOR 3/4" F

RS REFRIGERANT SUCTION LINE

RL REFRIGERANT LIQUID LINE

FC FLEXIBLE CONNECTION
RS
RL

CD CONDENSATE DRAIN - NEW DUCT - EXISTING DUCT - DEMO DUCT CD

VTR VENT THRU ROOF

T-STAT THERMOSTAT H HUMIDISTAT

OS OVERRIDE SWITCH

PD PRESSURE DIFFERENTIAL SWITCH H
TS
OS
O.C. ON CENTER
S.D. SMOKE DETECTOR

HWR HOT-WATER RETURN

HWS HOT-WATER SUPPLY
P.O.C. POINT OF CONNECTION
I.D. INSIDE DIAMETER
O.D. OUTSIDE DIAMETER

S/M SHEET METAL
G.C. GENERAL CONTRACTOR

TS TEMPERATURE SENSOR C C CONTROL
PD

S/F SFD SMOKE / FIRE DAMPER

EMS ENERGY MANAGEMENT SYSTEM

OBD OPPOSED BLADE DAMPER

BDD BACKDRAFT DAMPER T
UC
HWR
HWS
S/D

LEGEND - ACCESS PANEL
M001 MECHANICAL LEGEND AND GENERAL NOTES

DRAWING INDEX
SHEET NO. DESCRIPTION
M100
M101

MECHANICAL REFLECTED CEILING PLAN
M300

MECHANICAL DEMO CEILING PLAN
M201

MECHANICAL SITE PLAN

MECHANICAL SPECIFICATIONS
M500 MECHANICAL DETAILS
2022 CALIFORNIA FIRE CODE
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA ENERGY CODE (CEC) 2022 CALIFORNIA GREEN CODE

CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES
WHETHER INDICATED HEREIN OR NOT.

SCOPE OF WORK
CODES

MECHANICAL ENGINEERING AND CONSTRUCTION DOCUMENTS FOR LOBBY ARCHITECTURAL REDESIGN, NO CHANGE OF USE. REDUCTING NO MORE THAN 5 FEET. REUSE ALL EXISTING ROOF TOP UNITS.

APPROVED

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024 Page 93 of 119
FILENAME: \\PEI-ANA-DC01\DATA\PROJECTS\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\MECHANICAL\2307048_M100 SITE PLAN .DWG PLOT DATE/TIME: 5/14/2024 1:40 PM USER NAME: MICHAEL GEORGY

R E V I S I O N S
Project Manager:

Date:

Project Number:

Scale:

S H E E T N U M B E R
A.2307048 Sheet Title: Project:

P L U M P E N G I N E E R I N G I N C.
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835, F (714) 385-1834
www.peica.com

CONSULTING ENGINEERS

STRUCTURAL, MECHANICAL, PLUMBING,

BUILDING SUBMITTAL
01/11/2024

CLIENT REVIEW
01/11/2024 EXISTING SITE PLAN
EXISTING SITE PLAN (FOR REFERENCE ONLY) 1 M100
20' =1'-0"
NORTH

GENERAL NOTES
LEGEND

AREA OF WORK
KEYNOTES #

1. NOT IN USE.

NOT IN USE

APPROVED

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024 Page 94 of 119

NOT IN CONTRACT NOT IN CONTRACT NOT IN CONTRACT
1 23
4 1 23
4 1 23
4 1 23
4 1 23
4 1 23
4 1 23
4 1 23
4 FILENAME: \\PEI-ANA-DC01\DATA\PROJECTS\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\MECHANICAL\2307048_M101 DEMO CEILING PLAN.DWG PLOT DATE/TIME: 5/14/2024 1:40 PM
USER NAME: MICHAEL GEORGY R E V I S I O N S Project Manager: Date: Project Number: Scale: S H E E T N U M B E R A.2307048 Sheet Title:

NORCO SECURITY ASSEMENT
2870 Clark Ave
Norco, CA 92860 8/03/2023 MG M41051

RA YMON
D
DUENA S EXP. 09/31/2024 BUILDING SUBMITTAL 01/11/2024 CLIENT REVIEW 01/11/2024

DEMO CEILING PLAN DEMO CEILING PLAN
1 M101 1/8" =1'-0" NORTH GENERAL NOTES KEYNOTES 1. DIFFUSER REUSE AND RELOCATE. SEE SHEET M201. 2. EXTEND DUCTWORK TO NEW DIFFUSER LOCATION. SEE SHEET M201. 3. DURING DUCT DEMOLITION, DUCTS TO BE SUPPORTED. SEE SHEET M500. 4. REUSE ALL EXISTING ROOF TOP UNITS. 1. COORDINATE DUCT ROUTING AND EQUIPMENT LOCATIONS AWAY FROM ELECTRIC PANELS. MAINTAIN CLEARANCES PER NEC. 2. AT TIME OF ROUGH INSTALLATION AND DURING STORAGE ON THE CONSTRUCTION SITE UNTIL FINAL STARTUP OF THE HEATING,COOLING, AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENING SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST, WATER AND DEBRIS WHICH MAY ENTER THE SYSTEM.(CAL GREEN SECTION: 5.504.3). 3. IN MECHANICALLY VENTILATED BUILDINGS, REGULARLY OCCUPIED AREAS OF THE BUILDING SHALL BE PROVIDED WITH AIR FILTRATION MEDIA OUTSIDE AND RETURN AIR THAT PROVIDES AT LEAST A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 13, MERV 13 FILTERS SHALL BE INSTALLED PRIOR TO OCCUPANCY, AND RECOMMENDATIONS FOR MAINTENANCE WITH FILTERS OF THE SAME VALUE SHALL BE INCLUDED IN THE OPERATION AND MAINTENANCE MANUAL(CAL GREEN SECTION: 5.504.5.3). 4. INSTALLATION OF HVAC , REFRIGERATION AND FIRE SUPPRESSION EQUIPMENTS SHALL COMPLY WITH SECTION 5.508.1.1 AND 5.508.1.2. HVAC REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT SHALL NOT CONTAIN CHLOROFLUOROCARBONS (CFCS) AND SHALL NOT CONTAIN HALONS (SECTION:5.508.1) 5. PROVIDE THE BUILDING OWNER OR REPRESENTATIVE WITH DETAILED OPERATING AND MAINTENANCE INSTRUCTIONS AND COPIES OF GUARANTIES/WARRANTIES FOR EACH SYSTEM. O&M INSTRUCTIONS SHALL BE CONSISTENT WITH OSHA REQUIREMENTS IN CCR, TITLE 8, SECTION 5142, AND OTHER RELATED REGULATIONS. 6. ALWAYS CONSULT WITH THE MANUFACTURER FOR METHOD OF INSTALLATIONS. 7. APPLIANCES SHALL BE INSTALLED ON A WELL-DRAINED SURFACE OF THE ROOF WITH 6 FT MINIMUM CLEARANCE BETWEEN ANY PART OF THE APPLIANCE AND THE EDGE OF A ROOF.(CMC 303.8.4). 8. OUTSIDE AIR SHALL NOT BE LESS THAN 10 FEET FROM AN APPLIANCE VENT OUTLET, A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM, OR THE DISCHARGE OUTLET OF AN EXHAUST FAN, UNLESS THE OUTLET IS 3 FEET ABOVE THE OUTSIDE AIR SHOW EXISTING EQUIPMENT ON THE ROOF OR ADD A NOTE TO SATISFY THIS REQUIREMENT. [CMC 311.3] 9. APPLIANCES SHALL BE LOCATED WITH RESPECT TO BUILDING CONSTRUCTION AND OTHER EQUIPMENT SO AS TO PERMIT ACCESS TO THE APPLIANCE FOR SERVICE AND MAINTENANCE. UNLESS OTHERWISE SPECIFIED BY THE MANUFACTURER, NOT LESS THAN 30 INCHES IN DEPTH, WIDTH, AND HEIGHT OF WORKING SPACE SHALL BE PROVIDED. SHOW ACCESS FOR MAINTENANCE ON THE PLANS. [CMC 304.1] 10. SHOW A 120 VOLT RECEPTACLE LOCATED WITHIN 25 FEET OF THE OUTDOOR MECHANICAL UNIT [CMC 301.4]. 11. ALL EXHAUST SHALL TERMINATE AT LEAST 3 FEET FROM THE PROPERTY LINE, 3 FEET FROM OPENINGS INTO BUILDING, 10 FEET FROM ANY AIR INLETS. CONTRACTOR TO MAKE FINAL ADJUSTMENTS IN THE FIELD TO MEET CODE STANDARDS. 12. CONTRACTOR SHALL COORDINATE ALL ROOF OPENINGS AND ALL DUCT PENETRATIONS WITH STRUCTURAL ENGINEER PRIOR TO REFER TO STRUCTURAL DRAWINGS FOR ALL REINFORCEMENT AND FRAMING. 13. EXACT PENETRATION OF DUCTS THRU ROOF & SHALL BE THE CONTRACTORS RESPONSIBILITY. 14. ALL EXHAUST DUCT THRU ROOF SHALL BE PROVIDED WITH ROOF CAP WITH BACKDRAFT DAMPER. (TYP) 15. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NEW MECHANICAL EQUIPMENT EXACT LOCATIONS ON THE ROOF.

APPROVED

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024

Page 95 of 119 ends

L-1 L-1 L-1 L-1 L-1 L-1
L-1 L-1
L-1
L-2
L-1 L-1
L-2 L-2 L-2 L-2 L-2 L-2 L-2
L-2 L-2
L-2
L-2
L-2
L-3
L-1
L-3 L-3 L-3
L-3 L-3
L-3
L-3 L-3 L-3 L-3 L-3 L-3 L-3
L-3
L-3
L-1 L-1 L-1 L-1 L-1 L-1 L-1

EM EM EM EM
EM

NOT IN CONTRACT NOT IN CONTRACT

NOT IN CONTRACT
NOT IN CONTRACT 1 2 1 2 1 2 1 2 1 2 2 1 2 1 3 1 2 1 2 FILENAME: \\PEI-ANA-DC01\DATA\PROJECTS\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\MECHANICAL\2307048_M201 CEILING PLAN.DWG PLOT DATE/TIME: 5/14/2024 1:40 PM USER NAME: MICHAEL GEORGY

R E V I S I O N S
Project Manager:

Date:

Project Number:

Scale:

S H E E T N U M B E R
A.2307048 Sheet Title: Project:

P L U M P E N G I N E E R I N G I N C.
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835, F (714) 385-1834
www.peica.com

CONSULTING ENGINEERS

STRUCTURAL, MECHANICAL, PLUMBING,

BUILDING SUBMITTAL
01/11/2024

CLIENT REVIEW
01/11/2024 REFLECTED CEILING PLAN
REFLECTED CEILING PLAN 1 M201
1/8" =1'-0"
NORTH 0 8' 16' 24'
SCALE: 1/8"=1'-0"

KEYNOTES

GENERAL NOTES

1. NEW DIFFUSER LOCATION; MATH THE EXISTING SIZE. COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLAN.

2. REUSE ALL EXISTING ROOF TOP UNITS.

3. EXISTING DIFFUSER TO REMAIN.

1. COORDINATE DUCT ROUTING AND EQUIPMENT LOCATIONS AWAY FROM ELECTRIC PANELS. MAINTAIN CLEARANCES PER NEC.

2. AT TIME OF ROUGH INSTALLATION AND DURING STORAGE ON THE

CONSTRUCTION SITE UNTIL FINAL STARTUP OF THE HEATING,COOLING, AND

VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION

COMPONENT OPENING SHALL BE COVERED WITH TAPE, PLASTIC, SHEET

METAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO

REDUCE THE AMOUNT OF DUST, WATER AND DEBRIS WHICH MAY ENTER THE SYSTEM.(CAL GREEN SECTION: 5.504.3).

3. IN MECHANICALLY VENTILATED BUILDINGS, REGULARLY OCCUPIED AREAS OF

THE BUILDING SHALL BE PROVIDED WITH AIR FILTRATION MEDIA OUTSIDE AND

RETURN AIR THAT PROVIDES AT LEAST A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 13, MERV 13 FILTERS SHALL BE INSTALLED PRIOR TO

OCCUPANCY, AND RECOMMENDATIONS FOR MAINTENANCE WITH FILTERS

OF THE SAME VALUE SHALL BE INCLUDED IN THE OPERATION AND MAINTENANCE MANUAL(CAL GREEN SECTION: 5.504.5.3).

4. INSTALLATION OF HVAC , REFRIGERATION AND FIRE SUPPRESSION EQUIPMENTS SHALL COMPLY WITH SECTION 5.508.1.1 AND 5.508.1.2. HVAC

REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT SHALL NOT CONTAIN

CHLOROFLUOROCARBONS (CFCS) AND SHALL NOT CONTAIN HALONS (SECTION:5.508.1)

5. PROVIDE THE BUILDING OWNER OR REPRESENTATIVE WITH DETAILED

OPERATING AND MAINTENANCE INSTRUCTIONS AND COPIES OF
GUARANTIES/WARRANTIES FOR EACH SYSTEM. O&M INSTRUCTIONS SHALL BE CONSISTENT WITH OSHA REQUIREMENTS IN CCR, TITLE 8, SECTION 5142, AND OTHER RELATED REGULATIONS.

6. ALWAYS CONSULT WITH THE MANUFACTURER FOR METHOD OF
INSTALLATIONS.

7. APPLIANCES SHALL BE INSTALLED ON A WELL-DRAINED SURFACE OF THE ROOF WITH 6 FT MINIMUM CLEARANCE BETWEEN ANY PART OF THE APPLIANCE AND THE EDGE OF A ROOF.(CMC 303.8.4).

8. OUTSIDE AIR SHALL NOT BE LESS THAN 10 FEET FROM AN APPLIANCE VENT

OUTLET, A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM, OR THE DISCHARGE OUTLET OF AN EXHAUST FAN, UNLESS THE OUTLET IS 3 FEET

ABOVE THE OUTSIDE AIR SHOW EXISTING EQUIPMENT ON THE ROOF OR ADD A NOTE TO SATISFY THIS REQUIREMENT. [CMC 311.3]

9. APPLIANCES SHALL BE LOCATED WITH RESPECT TO BUILDING CONSTRUCTION

AND OTHER EQUIPMENT SO AS TO PERMIT ACCESS TO THE APPLIANCE FOR SERVICE AND MAINTENANCE. UNLESS OTHERWISE SPECIFIED BY THE MANUFACTURER, NOT LESS THAN 30 INCHES IN DEPTH, WIDTH, AND HEIGHT OF WORKING SPACE SHALL BE PROVIDED. SHOW ACCESS FOR
MAINTENANCE ON THE PLANS. [CMC 304.1]

10. SHOW A 120 VOLT RECEPTACLE LOCATED WITHIN 25 FEET OF THE OUTDOOR MECHANICAL UNIT [CMC 301.4].

11. ALL EXHAUST SHALL TERMINATE AT LEAST 3 FEET FROM THE PROPERTY LINE, 3 FEET FROM OPENINGS INTO BUILDING, 10 FEET FROM ANY AIR INLETS.

CONTRACTOR TO MAKE FINAL ADJUSTMENTS IN THE FIELD TO MEET CODE STANDARDS.

12. CONTRACTOR SHALL COORDINATE ALL ROOF OPENINGS AND ALL DUCT

PENETRATIONS WITH STRUCTURAL ENGINEER PRIOR TO REFER TO STRUCTURAL DRAWINGS FOR ALL REINFORCEMENT AND FRAMING.

13. EXACT PENETRATION OF DUCTS THRU ROOF & SHALL BE THE CONTRACTORS RESPONSIBILITY.

14. ALL EXHAUST DUCT THRU ROOF SHALL BE PROVIDED WITH ROOF CAP WITH BACKDRAFT DAMPER. (TYP)

15. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NEW MECHANICAL EQUIPMENT EXACT LOCATIONS ON THE ROOF.

APPROVED

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024 Page 96 of 119
FILENAME: \\PEI-ANA-DC01\DATA\PROJECTS\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\MECHANICAL\2307048_M300-M500.DWG PLOT DATE/TIME: 5/14/2024 1:40 PM
USER NAME: MICHAEL GEORGY R E V I S I O N S Project Manager: Date: Project Number: Scale: S H E E T N U M B E R A.2307048 Sheet Title:

TENANT IMPROVEMENT FOR:

NORCO SECURITY ASSEMENT
2870 Clark Ave
Norco, CA 92860 8/03/2023 MG M41051

RA YMON
D
DUENA S EXP. 09/31/2024 BUILDING SUBMITTAL 01/11/2024 CLIENT REVIEW 01/11/2024 MECHANICAL SPECIFICATIONS M300 SECTION 15801 HEATING, VENTILATING, AND AIR CONDITIONING PART I - GENERAL 1.01 WORK INCLUDED A. WORK INCLUDED: ALL LABOR, MATERIALS, APPLIANCES, TOOLS EQUIPMENT, FACILITIES, TRANSPORTATION AND SERVICES NECESSARY FOR AND INCIDENTAL TO PERFORMING ALL OPERATIONS OF THE WORK OF THIS SECTION, COMPLETE, AS SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN. WORK INCLUDED BUT NOT NECESSARILY LIMITED TO THE FOLLOWING: 1. EXAMINE DRAWINGS AND ALL OTHER SECTIONS FOR WORK RELATED TO THOSE OTHER SECTIONS AND REQUIRED TO BE INCLUDED AS WORK UNDER THIS SECTION. 2. SHEET METAL WORK AND ACCESSORIES. 3. GRILLES, DIFFUSERS, REGISTERS, THERMOSTATS 1.02 RELATED WORK A. ALL OPENINGS FOR DUCTS, GRILLES, PIPES, ETC. B. ELECTRICAL LINE VOLTAGE WIRING AND CONDUIT. C. LOUVERS. D. PAINTING, UNLESS SPECIFICALLY MENTIONED IN THIS SECTION. E. CONCRETE WORK. 1.03 SUBMITTALS A. SHOP DRAWINGS: PROVIDE SHOP DRAWINGS AS REQUIRED BY OTHER SECTIONS. B. MATERIAL LIST: 1. BEFORE ENTERING INTO ANY CONTRACT FOR PURCHASE OF MATERIAL AND BEFORE ANY WORK IS STARTED, CONTRACTOR SHALL SUBMIT FOR APPROVAL 6 COPIES OF A COMPLETE LIST, INCLUDING CATALOGS AND DESCRIPTIVE MATTER OF THE FOLLOWING MATERIALS HE PROPOSES TO FURNISH AND INSTALL. MATERIALS LIST SHALL BE COMPLETE AND CONTAINED IN THREE RING BINDERS. ITEMS NOT SPECIFICALLY SUBMITTED SHALL BE FURNISHED AND INSTALLED EXACTLY AS SPECIFIED WITHOUT EXCEPTION. SUPPLEMENTAL SUBMITTALS WILL NOT BE ACCEPTED. SUBMITTALS THAT ARE INCOMPLETE, INDIVIDUALLY SUBMITTED OR DO NOT OTHERWISE MEET THESE SPECIFICATIONS WILL BE RETURNED TO THE CONTRACTOR UNREVIEWED. 1.1. GRILLES, DIFFUSERS, REGISTERS, THERMOSTATS 1.2. EXHAUST SYSTEMS. 2. THE SUBMITTAL ON CONTROLS FOR APPROVAL SHALL INCLUDE THE FOLLOWING ITEMS. 2.1. WIRING DIAGRAMS AND LOCATION OF ALL COMPONENTS. 2.2. CATALOG OF ALL COMPONENTS. 2.3. COMPLETE WRITTEN DESCRIPTION OF THE SEQUENCE OF OPERATION. C. TESTS AND BALANCING: 1. NAME OF TEST AND BALANCE COMPANY. 2. SUBMIT TO ARCHITECT, ONE WEEK PRIOR TO INSPECTION, THREE BOUND COPIES OF REPORT ON SYSTEM OPERATION, INCLUDING AIR QUANTITIES, FAN SPEEDS, STATIC PRESSURES, MOTOR LOADS, ETC.. 1.04 GUARANTEES: A. CONTRACTOR SHALL GUARANTEE THE ENTIRE HVAC SYSTEM FOR A PERIOD OF ONE YEAR FROM THE DATE B. FURNISH OWNER ALL MANUFACTURERS WRITTEN GUARANTEES OF MATERIALS AND EQUIPMENT AS A CONDITION OF FINAL PAYMENT. 1.05 DRAWINGS: A. GENERAL DRAWINGS: STRUCTURAL, ARCHITECTURAL, ELECTRICAL AND OTHER MECHANICAL DRAWINGS FORM A PART OF THIS WORK. B. CONTRACTOR SHALL EXAMINE ALL DRAWINGS IN ITEM "A". ABOVE TO FULLY INFORM HIMSELF AS TO THE SCOPE OF THE WORK. C. BEFORE SUBMITTING BID, EACH BIDDER SHALL CAREFULLY EXAMINE ALL DRAWINGS AND SPECIFICATIONS AND FULLY INFORM HIMSELF ABOUT ALL CONDITIONS AND LIMITATIONS UNDER WHICH HE WILL BE REQUIRED TO PERFORM HIS WORK. AFTER AWARD OF CONTRACT, NO SUBSEQUENT ALLOWANCES WILL BE MADE TO CONTRACTOR DUE TO HIS FAILURE TO COMPLY WITH THE ABOVE REQUIREMENTS OR DUE TO ANY MISUNDERSTANDING OR MISCONCEPTION OF QUANTITIES OR CHARACTER OF WORK, LOCATIONS, ACCESSIBILITY AVAILABILITY, OR ANY OTHER CONDITION AFFECTING THE INSTALLATION AND COMPLETION OF ALL WORK. SUBMITTAL OF A WRITTEN BID SHALL CONSTITUTE ACCEPTANCE OF ALL TERMS OF THE SPECIFICATION. 1.06 ORDINANCES AND REGULATIONS A. MATERIAL, APPARATUS AND EQUIPMENT FOR ALL WORK SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ALL REQUIREMENTS OF ALL PUBLIC AUTHORITIES, INCLUDING CITY OR COUNTY ORDINANCES, ALL SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, RULES AND REGULATION OF NFPA, FACTORY MUTUAL, AND THE ENERGY CONSERVATION ACT (TITLE 24). B. SECURE AND PAY FOR ALL PERMITS AND INSPECTIONS AND BEAR FULL COST OF SAME. 1.07 PRELIMINARY OPERATION A. SHOULD THE OWNER DEMAND THAT ANY PORTION OF THE PLANT, APPARATUS, OR EQUIPMENT BE OPERATED PRIOR TO FINAL COMPLETION AND ACCEPTANCE OF WORK, THE CONTRACTOR SHALL CONSENT AND SUCH OPERATION SHALL BE UNDER THE SUPERVISION AND DIRECTION OF THE CONTRACTOR, BUT ALL EXPENSES THEREOF SHALL BE PAID BY THE OWNER, SEPARATE AND DISTINCT FROM ANY MONEY PAID ON ACCOUNT OF THE CONTRACT. B. ANY PRELIMINARY OPERATION OR PAYMENT THEREOF IS NOT TO BE CONSTRUED AS AN ACCEPTANCE OF WORK IN THIS CONTRACT. 1.08 INTENT OF DRAWINGS: A. DRAWINGS ACCOMPANYING THE SPECIFICATION INDICATE IN DIAGRAMMATIC FORM THE ARRANGEMENTS DESIRED FOR PRINCIPAL APPARATUS, PIPING DUCTS ETC. AND SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE. USE PROPER JUDGEMENT IN CARRYING ON THE WORK TO SECURE THE BEST POSSIBLE HEADROOM AND SPACE CONDITIONS THROUGHOUT TO SECURE A NEAT ARRANGEMENT OF PIPING, DUCTWORK AND EQUIPMENT, AND TO OVERCOME LOCAL DIFFICULTIES AND INTERFERENCES OF STRUCTURAL CONDITIONS WHENEVER ENCOUNTERED. B. ANY WORK INSTALLED TO THE CONTRARY, IN THE OPINION OF THE ARCHITECT SHALL BE RELOCATED AND REINSTALLED AT THE EXPENSE OF THE CONTRACTOR AND AT NO ADDITIONAL COST TO THE OWNER. 1.09 COOPERATION WITH OTHERS: A. THE CONTRACTOR SHALL ORDER HIS WORK IN SUCH A MANNER THAT PROGRESS WILL HARMONIZE WITH ALL TRADES AND SO THAT ALL WORK MAY PROCEED AS EXPEDITIOUSLY AS POSSIBLE. B. CONTRACTOR SHALL COORDINATE HIS BID WITH THE PLUMBING AND ELECTRICAL SECTIONS OF THE SPECIFICATION TO MAKE SURE EACH AND EVERY ITEM HAS BEEN COVERED. NO EXTRAS WILL BE ALLOWED FOR ANY CONTROVERSIES ARISING BETWEEN TRADES. C. AS FAR AS POSSIBLE, THE WORK UNDER THE CONTRACT HAS BEEN INDICATED ON THE DRAWINGS IN SUCH POSITIONS AS TO SUIT AND ACCOMMODATE THE WORK OF THE OTHER TRADES, BUT THE WORK AS INDICATED IS LARGELY DIAGRAMMATIC AND THE CORRECT FINISHED POSITIONS OF ALL EQUIPMENT AND MATERIALS CANNOT BE INDICATED. THEREFORE, THE CONTRACTOR IS HEREBY MADE DIRECTLY RESPONSIBLE FOR THE CORRECT PLACING OF HIS WORK AND THE PROPER LOCATION AND CONNECTIONS OF HIS WORK IN RELATION THE WORK OF THE VARIOUS TRADES. D. AFTER THE AWARD OF THE CONTRACT, COMPLETE DRAWINGS AND SPECIFICATIONS OF ALL TRADES WILL BE AVAILABLE FOR INSPECTION AT THE JOB OFFICE. CONTRACTOR SHALL MAKE A CAREFUL EXAMINATION OF ALL SUCH DRAWINGS AND SPECIFICATIONS AND SHALL ORGANIZE AND LAYOUT ALL HIS WORK SO THE WORK WILL NOT CAUSE CONFLICT WITH, OBSTRUCTION OF, OR CONFLICT BETWEEN, THE WORK OF THE VARIOUS TRADES. 1.10 ALTERNATE EQUIPMENT: EQUIPMENT LAYOUT, PIPING, CONNECTIONS, ETC, ARE BASED ON UNITS AS SCHEDULED ON THE DRAWINGS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE NECESSARY MODIFICATIONS TO PROVIDE AN OPERATING INSTALLATION WHICH IS IN COMPLETE CONFORMANCE WITH ALL SPECIFICATIONS AND RECOMMENDATIONS OF THE MANUFACTURER WITHOUT ANY ADDITIONAL COST TO THE OWNER. 1.11 SUPERVISION: CONTRACTOR SHALL FURNISH THE SERVICES OF AN EXPERIENCED SUPERINTENDENT WHO SHALL CONSTANTLY BE IN CHARGE OF THE HVAC INSTALLATION, TOGETHER WITH ALL NECESSARY MECHANICS AND LABORERS REQUIRED TO PROPERLY UNLOAD, TRANSFER, ERECT, CONNECT, ADJUST, START, OPERATE AND TEST ALL SYSTEMS. THE CONTRACTOR SHALL PROVIDE COMPLETE INSTRUCTIONS TO THE PROPER REPRESENTATIVE OF THE OWNER, AS TO DESIGN, OPERATION AND OTHER WORK INSTALLED UNDER HIS SUPERVISION. 1.12 PATENT RIGHTS: IF ANY MATERIAL INSTALLED BY CONTRACTOR OR ANY WORK DONE BY HIM, INFRINGES IN ANY WAY WHATSOEVER WITH PATENTS HELD OR APPLIED FOR BY ANY PERSONS, FIRM OR CORPORATION, THE CONTRACTOR SHALL INDEMNIFY THE COSTS AND ATTORNEY'S FEES WHICH THE ARCHITECT OR OWNER MAY SUSTAIN BY REASON OF ANY SUCH INFRINGEMENT. 1.13 MATERIALS APPROVAL: A. BRANDS OF MATERIALS MENTIONED HEREIN ARE USED AS A STANDARD OF QUALITY AND REQUESTS FOR SUBSTITUTIONS WILL BE CONSIDERED ONLY WHEN SUBMITTED IN ACCORDANCE WITH OTHER SECTION. B. APPROVAL OF SUBMITTED ITEMS SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR ANY DEVIATION FROM THE DRAWINGS OR SPECIFICATIONS, UNLESS HE HAS, IN WRITING, SPECIFICALLY CALLED ATTENTION TO SUCH DEVIATIONS AT THE TIME OF SUBMISSIONS NOR SHALL IT RELIEVE HIM OF RESPONSIBILITY FOR ERRORS OF ANY SORT IN SUCH SUBMITTALS, OR FOR CHANGES REQUIRED TO THE WORK OF OTHER TRADES. 1.14 MANUFACTURER'S DIRECTIONS A. IF THE MANUFACTURERS OF ARTICLES USED IN THIS CONTRACT FURNISH DIRECTIONS COVERING POINTS NOT SHOWN ON THE DRAWINGS HEREIN SPECIFIED, SUCH DIRECTIONS SHALL BE FOLLOWED. B. NO EQUIPMENT SHALL BE USED IN ANY MANNER FOR ANY PURPOSE NOT RECOMMENDED BY THE MANUFACTURER. 1.15 RECORD DRAWINGS: A. PROVIDE RECORD DRAWINGS FOR ALL WORK IN THESE SPECIFICATIONS. MAINTAIN ON SITE A DAILY RECORD OF THE INSTALLED WORK. B. KEEP AN ACCURATE DIMENSIONAL RECORD OF THE LOCATIONS OF ALL WORK UNDER THIS CONTRACT. THIS RECORD SHALL BE KEPT UP-TO-DATE AT ALL TIMES ON BLUELINE PRINTS AS THE JOB PROGRESSES, AND SHALL BE AVAILABLE FOR INSPECTION AT ALL TIMES. THIS RECORD SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: 1) LOCATION OF GRILLES, REGISTERS AND AIR QUANTITIES. 2) LOCATION AND SIZE OF DUCTWORK. C. UPON COMPLETION OF THE WORK, OBTAIN FROM THE ARCHITECT ONE SET OF REPRODUCIBLE OF THE APPLICABLE CONTRACT DOCUMENTS. RECORD ALL CHANGES AND INFORMATION CONTAINED ON THE RECORD DRAWING ONTO THE NEW SET OF REPRODUCIBLE IN AN ORDERLY AND LEGIBLE MANNER. D. SUBMIT TWO BLUELINE PRINTS OF THE COMPLETED REPRODUCIBLE RECORD SET FOR APPROVAL. MAKE SUCH CHANGES AND CORRECTIONS AS MAY BY REQUIRED FOR FINAL APPROVAL. E. SUBMIT TWO SETS OF FINAL BLUELINE PRINTS AND RECORD DRAWING REPRODUCIBLE TO ARCHITECT FOR REMITTANCE TO OWNER. F. RECORD DRAWINGS SHALL BE DRAWN USING A STRAIGHT EDGE AND SHALL CONFORM TO THE DRAFTING STANDARDS OF THE ORIGINAL DOCUMENTS. NO FREE-HAND DRAWINGS WILL BE ACCEPTED. 1.16 CONFLICTS IN SHOP DRAWINGS OR SUBMITTALS: A. CONTRACTOR AGREES THAT SHOP DRAWING SUBMITTALS PROCESSED BY THE ARCHITECT DO NOT BECOME CONTRACT DOCUMENTS AND ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING REVIEW IS TO ESTABLISH A REPORTING PROCEDURE AND IS INTENDED FOR THE CONTRACTORS CONVENIENCE IN ORGANIZING HIS WORK AND TO PERMIT THE ARCHITECT TO MONITOR THE CONTRACTOR'S PROGRESS AND UNDERSTANDING OF THE DESIGN. THE PROCESS OF REVIEW OF THE CONTRACTOR'S SUBMITTALS IS NOT THE PURPOSE OF TESTING THE ARCHITECT'S PERCEPTION. IF DEVIATIONS, DISCREPANCIES OR CONFLICTS BETWEEN SHOP DRAWINGS SUBMITTALS AND CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER THE SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ARCHITECT, THE CONTRACTOR AGREES THAT THE CONTRACT DOCUMENTS SHALL CONTROL AND SHALL BE FOLLOWED. 1.17 ACCEPTANCE OF WORK: A. PRIOR TO ACCEPTANCE, THE CONTRACTOR SHALL SUBMIT SUCH COPIES OF OPERATION AND MAINTENANCE MANUALS AS REQUIRED BY OTHER SECTIONS. MANUALS SHALL INCLUDE VALVE LEGENDS, TABLE OF CONTENTS, AND ALL WARRANTIES. 1.18 OWNERS INSTRUCTIONS: A. CONTRACTOR SHALL FURNISH THE SERVICES OF A QUALIFIED SERVICE ENGINEER FOR A PERIOD OF NOT LESS THAN FOUR HOURS TO INSTRUCT THE OWNER IN THE OPERATION OF THE SYSTEMS. THIS TIME SHALL BE SET UP AT THE OWNER'S CONVENIENCE AND SHALL BE AT LEAST ONE WEEK AFTER ALL SYSTEMS HAVE BEEN OPERATING SATISFACTORY AND HAVE BEEN ACCEPTED BY THE ARCHITECT. 1.19 MATERIALS AND STORAGE A. MATERIALS SHALL BE DELIVERED IN AMPLE QUANTITIES FROM TIME TO TIME AS MAY BE NECESSARY FOR THE UNINTERRUPTED PROGRESS OF THE WORK. ALL MATERIALS SHALL BE STORED SO AS TO CAUSE THE LEAST OBSTRUCTION TO THE PREMISES AND DISTRIBUTED SO AS TO PREVENT OVERLOADING TO ANY PORTION OF THE STRUCTURE. B. CONTRACTOR SHALL PROVIDE ALL TEMPORARY STORAGE AND SHOP AREAS THAT ARE REQUIRED AT THE SITE FOR THE SAFE AND PROPER STORAGE OF MATERIALS, TOOLS, AND OTHER ITEMS USED IN THE PERFORMANCE OF THIS WORK. STORAGE AREAS SHALL BE COVERED AND ENCLOSED TO PREVENT SOILING OF EQUIPMENT AND DUCTWORK BY DIRT, DUST, RAIN AND OTHER DAMAGING EFFECTS. MATERIALS AND EQUIPMENT DAMAGED BY THESE EFFECTS WILL BE SUBJECT TO REMOVAL AND REPLACEMENT. AT THE TIME OF ROUGH INSTALLATION, OR DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING, COOLING AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL, OR OTHER ACCEPTABLE METHODS TO REDUCE THE AMOUNT OF DUST, WATER AND DEBRIS WHICH MAY ENTER THE SYSTEM. PART II - PRODUCTS 2.03 AIR DISTRIBUTION A. PROVIDE AIR DISTRIBUTION AS FOLLOWS: · SUPPLY: MODULAR CORE, PERFORATED FACE DIFFUSERS. CORES SHALL BE BLADE TYPE (NOT STAMPED) AND SHALL BE REMOVABLE. · RETURN: PROVIDE PERFORATED FACE, WITH TURNED EDGES FOR STRENGTH. DO NOT PROVIDE ANY FRAME SURROUNDING PERFORATED FACE. SIZE SHALL BE 12 X 24 OR 24 X 24 TO FIT CEILING. · GENERAL: VERIFY EXACT CEILING TYPE SO THAT AIR DISTRIBUTION FITS INTO THE CORRECT SUPPORTING STRUCTURE (I.E. FINELINE, ETC.) VERIFY WITH ARCHITECTURAL DRAWINGS AND/OR SITE FOR EXACT CEILING TYPE. PART III - EXECUTION 3.01 OPENINGS THROUGH WALLS, ROOF AND FLOORS: A. OPENINGS WILL BE PROVIDED UNDER OTHER SECTIONS. CONTRACTOR SHALL IN ADVANCE OF WORK, FURNISH DRAWINGS SHOWING CORRECT DIMENSIONS AND LOCATIONS OF REQUIRED OPENINGS AND SHALL SUPPLY THESE DRAWINGS TO ALL CONCERNED TRADES. B. ALL OPENINGS FOR PIPES, DUCTS, ETC. SHALL BE SEALED TIGHT TO PREVENT PASSAGE OF AIR, SMOKE, FIRED, ETC. 3.02 PATCHING AND REPAIRING: DO ALL CUTTING, DRILLING, CHIPPING AND DIGGING AS NECESSARY FOR PROPER INSTALLATION OF WORK. REIMBURSE ALL OTHER TRADES FOR DAMAGE DONE TO THEIR WORK BY ANY UNNECESSARY CUTTING, DRILLING, CHIPPING AND DIGGING OR FOR WORK DONE IN ANY MANNER NOT REQUIRED BY THE ARCHITECT. OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO DEDUCT COST OF THIS DAMAGE FROM THE AMOUNT DUE CONTRACTOR, IF ABOVE ARRANGEMENTS ARE NOT SATISFACTORILY MADE. 3.03 FLASHING: A. ALL DUCTS PASSING THROUGH WALLS AND ROOF SHALL BE FLASHED AND COUNTERFLASHED IN A MANNER AS DETAILED OR AS DIRECTED BY THE ARCHITECT, ALL JOINTS AND SEAMS SHALL BE SOLDERED. B. ALL PIPES PASSING THROUGH WALLS AND ROOF SHALL BE FLASHED WITH SEMCO 1100-4 SEAMLESS FOUR POUND FLASHING WITH STEEL REINFORCED VARIPITCH BOOT AND CAST IRON COUNTERFLASHING SLEEVE. 3.04 DAMPERS AND ACCESS PANELS: A. FIRE DAMPERS: INSTALL IN ALL DUCTS WHERE THEY PASS THROUGH FIRE WALLS OR ONE FIRE AREA TO ANOTHER AND IN ALL OTHER LOCATIONS REQUIRED BY ORDINANCE. DAMPERS SHALL BE OPERATED BY FUSIBLE LINK AND ROD OR WIRE LINKAGE TO THE DAMPER. DAMPERS SHALL BE CONSTRUCTED TO COMPLY WITH ALL GOVERNING ORDINANCES AND UL REGULATIONS. NO FIRE SMOKE DAMPER ALLOWED IN GREASE DUCT INTO SHAFT OR IN FIRE RATED WRAP. B. MANUAL DAMPERS INSTALL IN ALL BRANCHES OF DUCTWORK AND WHERE REQUIRED FOR DISTRIBUTION CONTROL. DAMPERS SHALL BE AS SPECIFIED ELSEWHERE IN THIS SECTION. PROVIDE LOCKING QUADRANTS. C. SMOKE DAMPERS: INSTALL IN ALL LOCATIONS INDICATED AND/OR WHERE REQUIRED BY GOVERNING AUTHORITIES. UNITS SHALL BE UL LISTED AND MEET ALL REQUIREMENTS OF U.L. NFPA 90 A AND LOCAL AUTHORITIES. WHERE FEASIBLE, USE OF COMBINATIONS SMOKE/FIRE DAMPER MAY BE INSTALLED IN LIEU OF SEPARATE DAMPERS. D. BACKDRAFT DAMPERS: SHALL BE FIELD ADJUSTABLE, AND WHERE POSSIBLE PROVIDED BY EQUIPMENT MANUFACTURER. 3.06 SHEET METAL WORK: A. FURNISH AND INSTALL ALL SHEET METAL, DUCTWORK, CONNECTIONS, ETC., AS REQUIRED FOR THE COMPLETE INSTALLATION OF THE SUPPLY, RECIRCULATION AND EXHAUST SYSTEMS AS SHOWN ON DRAWINGS. B. ALL SHEET METAL WORK SHALL BE MADE OF GALVANIZED SHEET STEEL IN STRICT ACCORDANCE WITH ALL CORRECT SPECIFICATIONS AND RECOMMENDATIONS OF SMACNA. C. FLAT DUCT SURFACES SHALL BE CRIMPED DIAGONALLY REGARDLESS OF SIZE. D. PLENUMS SHALL BE MADE OF 18 GAUGE GALVANIZED STEEL, REINFORCED WITH GALVANIZED ANGLES. E. POCKET LOCKS AND STANDING SEAMS SHALL BE HAMMERED AIRTIGHT. POCKET LOCKS SHALL BE RIVETED AT EACH CORNER. STANDING SEAM SHALL BE RIVETED AT 10" ON CENTER WITH NOT LESS THAN THREE RIVETS PER SIDE. THE INSIDE OF THE DUCT SHALL PRESENT A SMOOTH SURFACE. F. DUCT TRANSITIONS SHALL BE MADE WITH A SLOPE OF NOT MORE THAN ONE FOOT IN FIVE FEET WHERE POSSIBLE, BUT NOT MORE THAT ONE FOOT IN THREE FEET IN ANY EVENT. G. TURNS SHALL BE MADE WITH A THROAT RADIUS OF NOT LESS THAN THE DUCT WIDTH OR TURNING VANES SHALL BE INSTALLED IN ALL SUPPLY, RETURN, AND EXHAUST DUCTWORK. H. TURNING VANES SHALL BE ACOUSTI-TURN OR EQUAL. I. TRANSVERSE DUCT JOINTS SHALL BE SEALED WITH 4 INCH 6 OZ. CLOTH COMPLETELY SATURATED WITH FIRE RETARDANT COATING. ALL EXCESS COATING SHALL BE WIPED OFF OF EXPOSED DUCTWORK. J. DUCT SUPPORTS AND HANGERS SHALL CONFORM TO SMACNA. K. ACCESS DOORS SHALL BE MADE OF GALVANIZED SHEET STEEL TWO GAUGES HEAVIER THAN PLENUM OR DUCT OF THE SAME SIZE. L. ALL DUCTWORK TO BE INSTALLED IN EXPOSED AREAS SHALL BE RECTANGULAR SHEET METAL. IF POSSIBLE, PROVIDE SLIP AND DRIVE CONNECTION FOR SMOOTH LOOK OF DUCT. HOLD DUCT TIGHT TO STRUCTURE. THIS WILL CAUSE DUCT TO DROP FOR BEAMS AND RISE AGAIN AFTER PASSING BEAMS. CONTRACTOR MUST ADHERE TO THIS REQUIREMENT. 3.07 SCREENS: PROVIDE 1/4 INCH GALVANIZED SCREENING AS A BIRD SCREEN COVERING ALL OUTSIDE AIR INLETS, EXHAUST OR RELIEF OUTLETS. 3.16 TESTING AND ADJUSTING: A. EACH PIECE OF EQUIPMENT IN THE ENTIRE SYSTEM SHALL BE ADJUSTED AND READJUSTED TO INSURE PROPER FUNCTIONING OF ALL CONTROLS AND PROPER DISTRIBUTION OF WATER, INCLUDING A COMPLETE AND THOROUGH BALANCING OF THE SYSTEM AND THE SYSTEM SHALL BE LEFT IN A FIRST CLASS OPERATING CONDITIONING. B. WHERE REQUIRED, FANS SHALL BE PROVIDED WITH PULLEYS AT NO ADDITIONAL COST TO THE OWNER TO DRIVE THE FANS AT THE SPEEDS NECESSARY TO GIVE THE INDICATED VOLUMES. C. TESTING AND BALANCING AIR DISTRIBUTION SYSTEMS: 1. OBTAIN THE SERVICES OF AN INDEPENDENT TEST AND BALANCE AGENCY THAT SPECIALIZES IN AND WHOSE BUSINESS IS LIMITED TO THE TESTING AND BALANCING OF AIR CONDITION SYSTEMS. 2. THE AGENCY SELECTED SHALL BE A FULLY CERTIFIED MEMBER OF THE AABC. AT LEAST ONE MEMBER OF THE AGENCY SHALL BE QUALIFIED AS A CERTIFIED TEST AND BALANCE ENGINEER BY THE NATIONAL EXAMINING BOARD. ALL FINAL REPORTS SHALL BE SIGNED BY THIS CERTIFIED TEST AND BALANCE ENGINEER AND SHALL INCLUDE HIS OFFICIAL STAMP. PRIOR TO PERMIT BEING FINALE, A COMPLETE REPORT OF THE TEST AND ADJUSTING SHALL BE PROVIDED TO THE OWNER OR OWNER'S REPRESENTATIVE AND FORM 5.410 - TESTING AND ADJUSTING SHALL BE COMPLETED AND PROVIDED TO THE INSPECTOR. 3. TESTING AND BALANCING SHALL BE PERFORMED IN COMPLETE ACCORDANCE WITH AABC STANDARDS FOR FIELD MEASUREMENT AND INSTRUMENTATION. TESTING AND BALANCING SHALL BE PERFORMED ON ALL SYSTEMS. 4. INSTRUMENTS USED FOR TESTING AND BALANCING OF SYSTEMS MUST HAVE BEEN CALIBRATED WITHIN PERIOD OF SIX MONTHS AND BEEN CHECKED FOR ACCURACY PRIOR TO START OF WORK. 5. MEASURE AND BALANCE MAXIMUM WATER FLOW QUANTITY AT CLOSED LOOP SYSTEM. SET BALANCING VALVES AND LOCK INTO PLACE. VERIFY AND/OR ADJUST MINIMUM AND MAXIMUM FLOWS OF THE VAV BOXES AND SET FOR REQUIRED FLOWS. MAXIMUM FLOW EQUALS THE TOTAL OF ALL DIFFUSER, MINIMUM FLOW EQUALS AT LEAST 40% OF THE MAXIMUM COOLING AIR FLOW. 6. MEASURE AND BALANCE THE SUPPLY FAN AIR FLOW TO THE REQUIRED AIR QUANTITY, INCLUDING MOTOR DRIVE INCLUDING RETURN, EXHAUST AND MAKE-UP AIR FLOWS. ASHRAE STANDARD 111-2008. 3.18 EQUIPMENT IDENTIFICATION: A. ALL EQUIPMENT SHALL BE PERMANENTLY IDENTIFIED WITH NAMEPLATES CORRESPONDING TO IDENTIFICATIONS USED ON THE DRAWINGS OR AS DIRECTED BY THE OWNER. B. LABELING SHALL BE BY MEANS OF BLACK LAMINATED ENGRAVED PLASTIC NAMEPLATES WITH WHITE 1/2 INCH HIGH LETTERS. SECURE TO EQUIPMENT WITH BRASS SCREWS OR RIVETS. C. ACCESS DOORS ON EQUIPMENT OF SHEET METAL SHALL BE IDENTIFIED AS TO SPECIFIED FUNCTION, I.E. AH - 1, ETC. 3.19 ACCESSIBILITY OF EQUIPMENT: A. ALL VALVES, MOTORS, CONTROLS, FILTERS AND OTHER DEVICES OR COMPONENTS REQUIREMENTS SERVICE, MAINTENANCE, AND/OR ADJUSTMENT SHALL BE PLACED IN FULLY ACCESSIBLE POSITION AND LOCATIONS. PROVIDE ACCESS DOORS WHERE REQUIRED IN DUCTWORK OR CONSTRUCTION, WHETHER SPECIFICALLY DETAILED OR NOT, TO RENDER ALL SUCH ITEMS ACCESSIBLE. 3.20 VIBRATION ISOLATION: A. PROVIDE SPRING HANGERS ISOLATION 2" DEFL FOR PLENUM MOUNTED EQUIPMENT. ISOLATION SHALL BE SAUSSE & COMPANY, INC. PROVIDE AIRCRAFT CABLE FOR LATERAL RESTRAINT.

APPROVED

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024

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FILENAME: \\PEI-ANA-DC01\DATA\PROJECTS\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\MECHANICAL\2307048_M300-M500.DWG PLOT DATE/TIME: 5/14/2024 1:40 PM
USER NAME: MICHAEL GEORGY R E V I S I O N S Project Manager: Date: Project Number: Scale: S H E E T N U M B E R A.2307048 Sheet Title:

TENANT IMPROVEMENT FOR:

NORCO SECURITY ASSEMENT
2870 Clark Ave
Norco, CA 92860 8/03/2023 MG M41051

RA YMON
D
DUENA S EXP. 09/31/2024 BUILDING SUBMITTAL 01/11/2024 CLIENT REVIEW 01/11/2024 MECHANICAL DETAILS M500 NOT USED 9N.T.S. NOT USED 9N.T.S. NOT USED 12N.T.S. NOT USED 11N.T.S. NOT USED 10N.T.S. NOT USED 16N.T.S. REC. DUCT-LOW PRESSURE 7N.T.S. ROUND DUCT-LOW PRESSURE 8N.T.S. DUCT SUPPORT DETAIL 1N.T.S. FITTING 45° LAT. D" Ø C.D. C.D. D/2 D 45° W/2
W
2 D" Ø D" Ø1
3 D" Ø CONFIGURATION DOUBLE LINE
T

T SINGLE-LINE DIAGRAM
RR=W
W
5 5
T
T
1 D" Ø3
1 D" Ø
2 D" Ø 1/2 1/2 X" x Y" D"Ø DUCT RUN CONTINUING THIS PORTION FOR D" Ø 45° LATERAL FITTING 6" MIN. 1 6" MIN. 3 D" Ø3 D" Ø1 D" Ø 90° ELBOW D" Ø D" Ø2
2 D" Ø
1 3 FITTING 45° LATERAL & REDUCING X" x Y" D"Ø D" Ø D" Ø3 & REDUCING 1 D" Ø FITTING 45° LATERAL FITTINGD" Ø D"Ø 45° LATERAL 1 D" Ø 2D" Ø
3 2 D" Ø2
1 D" Ø RECTANGULAR DUCT ROUND DUCT X" x Y" CONICAL FITTING RECTANGULAR TRANSITION ROUND ROUND TO TO ROUND D" Ø TRANSITION 1 2 D" Ø D" 1 X" x Y" 1D" D"Ø SINGLE-LINE DIAGRAM CONFIGURATION DOUBLE LINE CONFIGURATION SINGLE-LINE DOUBLE LINE DIAGRAM SINGLE-LINE DIAGRAM CONFIGURATION DOUBLE LINE D" Ø2 1-1/2"x1-1/2"x16 GA. GI. DIAGONAL BRACE 16'-0" O.C. MAX. SPACING ALTERNATE SIDES EVERY BRACE TYPICAL G.I. STRAP DUCT HANGER 6'-0" O.C. SEE SCHEDULE FOR SIZE. FOR CONNECTION TO STRUCTURE SEE DETAIL DUCT. SUPPORTING STRUCTURAL MEMBER, DIAG. BRACING MAY BE OMMITTED. TYP. TYPICAL ROUND *10 S.M.S. TYPICAL 1"X 16 GA. 1"X 20 GA. 1"X 18 GA. RECTANGULAR DUCT P/2 =120 P/2 =72 P/2 =96 37" TO 50" (2)1"X 20 GA. UP TO 24" 25" TO 36" 700 320 420 1"X 22 GA. 1"X 20 GA. ROUND DUCT 320 260 320 GASKET GALVANIZED STEEL BLADE SHALL BE 16 GAGE GASKET 3/8" ROD REGULATOR 1" WIDE x 16 GAGE GALVANIZED STRAP (2 REQ'D) INDICATING HANDLE AND D<14" LOCKNUT SCREWS (2 REQ'D) 3/8" SQ. ROD W/SET LOCKING QUADRANT END BEARING ROUND VOLUME DAMPER DTL 4N.T.S. DUCT PLENUM LINING 3NTS
MAX C 12" TYP. L MAX C 12" TYP. L DUCT CLIP
5" 1.5" ULTRALITE 3 LB DENSITY LINING NOTE: 1. INSIDE DUCT SURFACE TO BE SPRAYED WITH BONDWELL C-1005 PRIOR TO APPLYING LINER 5" REC. DUCT CONNECTION
2N.T.S. HAND DAMPER WITH LOCKING TYPE INDICATOR QUADRANT ON HAT SECTION. 1/3 W. 5" MIN. 45 DEG. CL INCH COLLAR SQUARE ROD END BEARING DUCT BRANCH MAIN DUCT SUPPLY AIR FLOW RETURN/EXHAUST AIR FLOW CEILING DIFFUSER DETAILS 6N.T.S. 1. THE FINAL 5'-0" OF FLEXIBLE DUCT CONNECTION TO EACH DIFFUSER SHALL BE THE SAME SIZE AS THE DIFFUSER NECK. USE A REDUCER IF THE SIZE OF THE DUCT IS SMALLER THAN THE NECK SIZE. NOTE: CEILING 24"x24" PERFORATED SUPPLY DIFFUSER INSULATED FLEXIBLE DUCT MAX 5'-0" (HANGER STRAP) 1" BAND CLAMP STRUCTURE RIGID ELBOW AIR DISTRIBUTION WITH FLEXIBLE DUCT DETAIL 5N.T.S. CEILING SUPPLY AIR DUCT VOLUME DAMPER CEILING DIFFUSER #12 WIRE (TYP.2 FOR DIFFUSER AND TWO FOR DUCTS WITHIN 5' OF DIFFUSER DIFFUSER TO BE SUPPORTED FROM STRUCTURE CONNECT FLEXIBLE DUCT TO COLLAR WITH 22 GAUGE CLAMP AND FOUR SHEET METAL SCREWS AND SEAL WATER BASED SEALANT 1" WIDE METAL STRAPS SECURE TO STRUCTURE ABOVE ACOUSTICAL FLEXIBLE DUCT 5'-0" LONG (MAX.) RED 18" STREAMER ALL DAMPERS IN CEILING MIN. RADIUS EQUAL TO 1.5 X DIAMETER ANGLE CLIP WITH 1/4"Ø x 1 1/2"L LAG SCREWS NOTE: INSTALLATION OF RETURN AIR REGISTER IS SIMILAR EXCEPT PROVIDE FILTER AT REGISTER. NOT USED 13N.T.S. NOT USED 14N.T.S. NOT USED 15N.T.S. NOT USED 19N.T.S. NOT USED 18N.T.S. NOT USED 17N.T.S.

APPROVED

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024

Page 98 of 119 ends

APPLICABLE CODES CONDUIT STUB OUT, 3/4" MINIMUM - SEE PLANS FOR NOTES FLEXIBLE CONNECTION / CP =PROVIDE CORD AND PLUG SM 2 HP "a" INDICATES OUTLET CONTROLLED AT +48" U.O.N. (PROVIDE SEPARATE MOTOR CONTROL TOGGLE SWITCH H.P. RATED SWITCH FOR EACH DESIGNATION) FOUR-WAY SWITCH AT +48" U.O.N. - V.L. THREE-WAY SWITCH AT +48" U.O.N. - V.L. S 2 S
S DUPLEX RECEPTACLE AT +18" / = DUPLEX MOUNTED ABV. COUNTER JUNCTION BOX AT +18" WALL MOUNTED U.O.N LIGHTING FIXTURE OUTLET - VERIFY MOUNTING WITH FIXTURE EXIT LIGHT FIXTURE - ARROWS AS SHOWN (90 MINUTES MINIMUM) SCHEDULE DOUBLE DUPLEX/ DUPLEX RECEPTACLE AT +18"= CONTROLLED MS PHOTOCELL SENSOR SPECIFICATIONS; INFORMATION ADJACENT TO CALL-OUT INDICATES HORSE DENOTES MECHANICAL EQUIPMENT SEE MECHANICAL DRAWINGS FOR EXACT POWER (H.P.) AND VOLTAGE RATING CLG. WALL DESCRIPTION INDICATES PLAN NOTE NUMBER "1", SEE PLAN CONDUIT CONCEALED ABOVE CEILING OR IN WALLS CONDUIT UNDER SLAB OR BELOW GRADE, 3/4" MINIMUM HOMERUN TO PANEL "A", CIRCUITS #1 AND #3 MAIN SWITCHBOARD OR POWER DISTRIBUTION BOARD SURFACE MOUNTED PANEL 120/208V, 3-PHASE, 4-WIRE TIME CLOCK - 7 DAY, SKIP-A-DAY FEATURE WITH MANUAL MOTOR OUTLET - IDENTIFICATION BY-PASS SWITCH FUSED SWITCH, SIZE AS SHOWN - V.L. NON-FUSED SWITCH, SIZE AS SHOWN - V.L. a
3 SS4 DOUBLE POLE SWITCH AT +48" U.O.N. - V.L. SINGLE POLE SWITCH AT 48" U.O.N. - V.L. EMERGENC LIGHT FIXTURE C/W BATTERY CEILING-MOUNTED MOTION/OCCUPANCY SENSOR PS HASH MARKS INDICATE QUANTITY OF #12 WIRES IN CONDUIT, EXCEPT NO HASH CONDUIT RUN EXPOSED MARKS DESIGNATE 2 #12 WIRES AND 1#12GND OTHER CONDUIT AND WIRE AS INDICATED DIMMER/ OCCUPANCY AUTOMATIC WALL SWITCH SENSOR WITH SINGLE LEVEL SWITCHING AT +48" (120 VOLT) OCCUPANCY AUTOMATIC WALL SWITCH SENSOR WITH SINGLE LEVEL SWITCHING AT +48" (120 VOLT) OCCUPANCY AUTOMATIC WALL SWITCH SENSOR WITH BI-LEVEL SWITCHING AT +48" (120 VOLT) ELECTRICAL SYMBOLS LIST FLR. A-1,3 OS 120 V Dab GROUND FAULT INTERRUPTING RECEPTACLE/ = GFCI MOUNTED ABOVE COUNTER / (WR/WP) CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES WHETHER INDICATED HEREIN OR NOT. SHEET INDEX SCOPE OF WORK DOCUMENTS FOR POWER TO LIGHTS AND RECEPTACLE ABBREVIATION GROUND FAULT CIRCUIT INTERRUPTER ENVIRONMENTAL CONTROL PANEL FIRE SUPPRESSION PANEL BACKBOARD EXISTING EQUIPMENT GROUND CONDUIT ONLY EMERGENCY FULL LOAD AMPS EM GFCI FSP FLA ECP BKBD E,(E) EGCO NIGHT LIGHT NON-FUSED WATER TIGHT WEATHERPROOF REMOVE, RELOCATE SHORT-CIRCUIT CURRENT SEE MECHANICAL DRAWING SEE ARCHITECTURAL DRAWING UNLESS NOTED OTHERWISE SMDWT UNOWP SAD SCCNL NF R,(R) AMP INTERRUPTING CURRENT BARE COPPER ABOVE FINISHED GRADE ABOVE FINISHED FLOOR AFGAFF BC AIC G, GND, GRD ISOLATED GROUND LONG CONTINUOUS LOAD IG N,(N) LCL NEW GROUND VL VERIFY LOCATION CALIFORNIA ELECTRICAL CODE NOTES RGS RIGID GALVANIZED STEEL GENERAL NOTES C1. RECEPTACLE OUTLETS SHALL BE LOCATED NOT LESS THAN 16 INCHES OF THE FLOOR. C2. ELECTRICAL LIGHTING SWITCHES TO BE LOCATED 34 TO 48 INCHES ABOVE THE FINISH FLOOR. C3. PROVIDE AND MAINTAIN REQUIRED WORKSPACE, ADEQUATE ILLUMINATION, ACCESS TO WORK SPACE AND HEAD ROOM FOR AND ABOVE ELECTRICAL EQUIPMENT. 2022 NEC ART. 110.26 (A). C4. NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE LOCATED WITHIN A SPACE EXTENDING FROM THE FLOOR TO A HEIGHT OF 6' ABOVE THE EQUIPMENT. 2022 NEC ART. 110.26 (E)(1) (a). C5. PROVIDE PROTECTION FROM PHYSICAL DAMAGE FOR SWITCHBOARDS, PANEL BOARDS AND OTHER ELECTRICAL EQUIPMENT. 2022 NEC 110.27 (B). P OR C MOUNT JUNCTION BOX WITH BLANK COVER PLATE 6" ABOVE ACCESSIBLE CEILING FOR MODULAR FURNITURE POWER POLE BY OWNER. "P" INDICATES POWER SUPPLY, "C" INDICATES DATA AND TELEPHONE SUPPLY MARKS DESIGNATE 3 #12 WIRES AND 1#12GND OTHER CONDUIT AND WIRE AS INDICATED FILENAME: Z:\PLUMP ENGINEERING, INC\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\ELECTRICAL\E001-E003.DWG PLOT DATE/TIME: 4/25/2024 4:34 PM
USER NAME: FGCE-PC03 R E V I S I O N S Project Manager: Date: Project Number: Scale: S H E E T N U M B E R A.2307048 Sheet Title:

NORCO SECURITY ASSEMENT
2870 Clark Ave
Norco, CA 92860 8/03/2023 MG EXP. 12/31/2025 E 21459
ADEL
POURSHAR I F BUILDING SUBMITTAL 01/11/2024 CLIENT REVIEW 01/11/2024 ALL SWITCHES AND RECEPTACLES SHALL BE SPECIFICATION GRADE AND 20 AMPERE MINIMUM. WALL- PLATES SHALL BE TYPE 302 STAINLESS STEEL, COLOR OF DEVICES TO BE SELECTED BY ARCHITECT. METAL CONDUIT (REQUIRED UNDERGROUND AND IN EXISTING SLABS). MINIMUM SIZE HOMERUN SHALL BE 3/4", OTHERWISE 1/2" MINIMUM ALLOWED. ANY RACEWAYS WITH 6 OR MORE CONDUCTORS SHALL FOR EXISTING FIELD CONDITIONS IN HIS PRICE. ALL WIRING SHALL BE INSTALLED IN RACEWAYS. THE OWNER AT JOB COMPLETION. OF THE ELECTRICAL WORK. UNDAMAGED CONDITION. ALL WIRING SHALL BE COPPER, #12 AWG MINIMUM, TYPE THWN AND RATED FOR 600 VOLTS. RACEWAYS ALLOWED: RIGID METAL CONDUIT (REQUIRED IN MECHANICAL, ELECTRICAL AND EQUIPMENT ROOMS), EMT, STEEL FLEXIBLE CONDUIT (MAXIMUM LENGTH SHALL BE 6 FEET) AND PVC COATED PROVIDE THE OWNER WITH ONE SET OF COMPLETE ELECTRICAL REPRODUCIBLE DRAWINGS AT THE ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE TURNED OVER TO CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND PATCH, REPAIR, AND PAINT TO MATCH SURROUNDING CONDITION, ANY AREA DAMAGED IN THE COURSE SLEEVES: PROVIDE SLEEVES FOR ALL RACEWAYS AND/OR WIRING THROUGH FIRE-RATED WALLS, CEILINGS AND CONCRETE OR STEEL FLOORS. SEAL SLEEVES, AFTER INSTALLING RACEWAYS, WITH ALL CONDUIT ONLY (C.O.) SHALL HAVE A PULL WIRE OR ROPE. COMPLETION OF THE JOB SHOWING ACTUAL DIMENSION AND CIRCUITS. EACH END TO MAINTAIN GROUNDING CONTINUITY AS REQUIRED BY CODE. 29. 26. 27. 25. 23. 24. 22. 20. 21. 19. 18. 17. 16. ARE NOTED, ADVISE THE ARCHITECT/ENGINEER IMMEDIATELY. LOCATE LIGHT FIXTURES SO AS TO AVOID ALL EQUIPMENT FURNISHED BY OTHER TRADES. ELECTRICAL CONTRACTOR SHALL VERIFY VOLTAGE, HORSEPOWER RATINGS, EXACT LOCATIONS OF ALL ELECTRICAL AND OTHER EQUIPMENT PRIOR TO ANY ROUGH-IN. IF DISCREPANCIES COORDINATE ALL ASPECTS OF INSTALLATION PRIOR TO ROUGH-IN. THE ELECTRICAL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE 2022 EDITION OF THE CALIFORNIA ELECTRICAL CODE WHICH IS BASED ON THE 2014 NATIONAL ELECTRICAL CODE, AND ALL. THROUGH IT. SEE 2022 NEC 370-6 AND 410-11. ALL ELECTRICAL EQUIPMENT SHALL BE NEW AND U.L. LISTED. ACTUAL RUNS. CONTRACTOR TO TAG/IDENTIFY ALL CONDUCTORS FOR EQUIPMENT INSTALLATION. DRAWINGS. LOCATE ALL LIGHT FIXTURES AS SHOWN ON THE REFLECTED CEILING PLAN. THIS PROJECT. HE SHALL UTILIZE THIS INFORMATION FOR EXACT POINTS OF CONNECTION. ALL ELECTRICAL EQUIPMENT EXPOSED TO THE WEATHER OR DAMP AND WET AREAS SHALL BE WEATHERPROOF AND HAVE UL LABEL CONSISTENT WITH APPLICATION (NEMA 3R). CONDUIT AND DUCT RUNS ARE SHOWN SCHEMATICALLY. BUILDING CONDITIONS WILL DETERMINE THE INSTALLED. PRIOR TO BID, CONTRACTOR SHALL VERIFY CEILING TYPE INDICATED ON ARCHITECTURAL CONTRACTOR SHALL OBTAIN THE EQUIPMENT SUPPLIER'S DRAWINGS AND INFORMATION RELATIVE TO LIGHTING FIXTURE CATALOG NUMBERS, VOLTAGES, AND LAMP TYPES ON THE FIXTURES SCHEDULE MAY NOT BE SHOWN, BUT SHALL BE INCLUDED IN THE ELECTRICAL CONTRACTOR'S BASE BID AND FACILITIES SYSTEMS: AT NO TIME SHALL ANY WORK BE DONE THAT MAY INTERRUPT THE OPERATIONS OF ANY EXISTING FACILITIES WHICH AFFECTS PEOPLE OR EQUIPMENT OUTSIDE THIS SCOPE. IF, IN THE OWNER'S OPINION THERE IS NO POSSIBLE WAY TO AVOID SUCH DISRUPTION, THE CONTRACTOR SHALL CONTACT APPROPRIATE AUTHORITIES, SUBMIT A PLAN FOR APPROVAL TO THOSE RESPONSIBLE. OBTAIN ALL AGREEMENTS, AND THEN COMPLY WITH THOSE AGREED UPON PROCEDURES IN ALL ASPECTS, COORDINATION OF OUTAGE OF ANY SYSTEM SHALL BE EXECUTED WITH SUFFICIENT ADVANCE NOTICE ALL LIGHT FIXTURES SHALL BE FURNISHED TO MATCH WITH THE CEILING TYPE IN WHICH THEY ARE 14. 13. 12. 11. 10. 9. 8. 6. 7. 5. 3. 4. THE CONTRACTOR MUST VISIT THE SITE PRIOR TO SUBMITTING A BID AND INCLUDE ALL REQUIREMENTS BE 3/4" MINIMUM (INCLUDING GROUNDING CONDUCTOR). FITTINGS: GALVANIZED STEEL TYPE; SET-SCREW TYPE. ELECTRICAL CONTRACTOR. ALUMINUM FLEXIBLE CONDUIT SHALL NOT BE USED. FLEXIBLE CONDUITS EXCEEDING 6 FEET IN LENGTH SHALL INCLUDE AN GREEN INSULATED CODE-SIZED EQUIPMENT GROUNDING WIRE, PROPERLY BONDED AT THAT PERIOD SHALL BE CORRECTED AT ONCE UPON WRITTEN NOTIFICATION AT THE EXPENSE OF THE DATE OF ACCEPTANCE BY OWNER. ANY WORK, MATERIAL, OR EQUIPMENT FOUND TO BE FAULTY DURING THE ELECTRICAL WORK SHALL BE GUARANTEED FOR A PERIOD OF NO LESS THAN ONE YEAR AFTER THE SEAL ALL PENETRATIONS THOUGH FLOOR OR FIRE RATED WALLS WITH FIREPROOFING MATERIAL ALL EXISTING AND NEW PANELBOARDS SHALL HAVE TYPE-WRITTEN DIRECTORIES ADDED BY THE CONTRACTOR INDICATING EXISTING CONDITIONS, PRESENT MODIFICATIONS AND NEW WORK. APPROVED FIRE-RATING MATERIAL OF EQUAL RATING AS ORIGINAL FIRE-RATING. THAT HAS AN EQUIVALENT FIRE RATING AS THAT OF THE EXISTING CONDITION. CABLES AND WIRING THROUGH SLEEVES SHALL BE SEALED ON BOTH ENTRIES. 28. 15. FOR WORK AND MATERIALS TO BE FURNISHED AND INSTALLED UNDER THIS WORK. SEE RELATED WORK SHOWN ON CONSTRUCTION DOCUMENTS PREPARED BY THE ARCHITECT LOCAL CODES HAVING JURISDICTION. NO INSTALLATION SHALL BE PERMITTED IN VIOLATION OF MANUFACTURER'S RECOMMENDATIONS. SHALL BE TREATED AS MINIMUM REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION AND COORDINATION OF ALL VOLTAGES, NUMBERS, LAMP TYPES AND MOUNTINGS. CONTRACTOR SHALL FURNISH AND INSTALL A GROUND WIRE IN ALL CONDUITS. GROUND WIRES A RECESSED LIGHT FIXTURE IS SHOWN WITH MORE THAN EIGHT (8) WIRES CONNECTING OR RUNNING CONTRACTOR SHALL FURNISH AND INSTALL AN AUXILIARY JUNCTION BOX AT ALL LOCATIONS WHERE SIZED PER 2022 NEC ARTICLE 250-94 AND 250-96, OR AS NOTED ON DRAWINGS. SO AS TO MINIMIZE THE IMPACT OF THE INTERRUPTION OF SERVICES. 1. 2. 33. THE ISSUANCE OF PERMIT SHALL NOT PREVENT THE BUILDING OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS ON THESE PLANS OR FROM PREVENTING ANY VIOLATION OF THE CODES ADOPTED BY THE CITY OF NORCO. RELEVANT LAWS, ORDINANCES, RULES AND/ OR REGULATIONS. 34. THE UNGROUNDED AND GROUNDED CONDUCTORS OF EACH MULTIWIRE BRACH CIRCUIT SHALL BE GROUPED BY WIRE TIES OR SIMILAR MEANS IN AT LEAST ONE LOCATION WITHIN THE PANELBOARD OR OTHER POINT OF ORIGINATION. [210.4(D)]. 31. 35. 30. ALL NEW OVERCURRENT DEVICES INSTALLED IN EXISTING PANELS/ SWITCHBOARDS SHALL MATCH THE MAKE, MODEL AND INTERRUPTING CAPACITY OF THE EXISTING OVERCURRENT DEVICES. EACH MULTIWIRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. (210.4). ALL WORK TO COMPLY WITH 2022 CALIF. ELECTRIC CODE AND 2022 CALIF. ENERGY CODE. 36. FOR FIRE RATED WALL/CEILING PENETRATION AND/OR MEMBRANE PENETRATION, COMPLETE NRTL CLASSIFICATION SHEETS SHALL BE PROVIDED TO THE INSPECTOR AT THE TIME OF INSPECTION. ALL INSTALLED MATERIALS AND EQUIPMENT SHALL BE LISTED U.L., NRTL OR LISTED AND APPROVED BY A CITY OF NORCO CALIFORNIA. APPROVED TESTING LABORATORY. 32. COMPLY WITH CITY OF NORCO AMENDMENTS TO 2022 CEC. USE RIGID METAL CONDUIT IN ALL AREAS EXPOSED TO WEATHER. USE GROUND WIRE INSIDE ALL FLEXIBLE METAL CONDUITS. METAL CONDUIT SHALL NOT BE INSTALLED IN CONTACT WITH EARTH. 37. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND SUBMITTALS FOR ELECTRICAL EQUIPMENT SHOWN ON THE PLANS AND SPECIFICATION FOR THE ENGINEERS APPROVAL. THE ENGINEER MAY REQUIRE THE CONTRACTOR TO REDO ANY WORK, WHICH WAS NOT APPROVED, OR THE ENGINEER MAY REQUIRE A CREDIT TO THE OWNER. PROVIDE A SET OF AS BUILTS AFTER THE JOB IS COMPLETED. THIS SET SHALL BE CONTINUOUSLY UPDATED DURING CONSTRUCTION PERIOD. 38.

GENERAL NOTES &
ELECTRICAL SYMBOLS LIST E001 2022 CALIFORNIA MECHANICAL CODE (CMC) 2022 CALIFORNIA BUILDING CODE (CBC) 2022 CALIFORNIA ELECTRICAL CODE (CEC) 2022 CALIFORNIA PLUMBING CODE (CPC) 2022 CALIFORNIA ENERGY CODE & EFFICIENCY STANDARDS SHEET # SHEET NAME E001 GENERAL NOTES & ELECTRICAL SYMBOL LIST E002 ELECTRICAL SPECIFICATION E003 ELECTRICAL DETAILS E004 E100 SITE PLAN E200 POWER PLAN E300 LIGHTING PLAN PANELBOARD SCHEDULES E400 LIGHTING SPECIFICATION E301 PHOTOMETRIC PLAN E005 TITLE 24 1 1 PCC#1 05/09/2024

APPROVED

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024

Page 99 of 119 ends

PROVIDE (FURNISH, INSTALL AND CONNECT) THE COMPLETE SYSTEM(S) AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: 1. THE ELECTRICAL SERVICE INCLUDING PRIMARY CONDUIT, OVERHEAD AND UNDERGROUND SECONDARY CONDUCTORS, CONCRETE TRANSFORMER PAD OR VAULT, TRANSFORMER GROUNDING, SERVICE ENTRANCE RATED NON-FUSED DISCONNECT SWITCH, CT CABINETS, METER SOCKET, SECONDARY LUGS, SPADES, TERMINATIONS, CONNECTORS, GROUNDING, TRENCHING, MANHOLES, HAND HOLES, CONCRETE DUCT BANKS, CONDUIT, RACEWAY, WIREWAYS, ETC. COORDINATE WITH LOCAL ELECTRIC UTILITY FOR CONTRACTOR VS. UTILITY REQUIREMENTS AND ELECTRIC SERVICE TIE-IN POINT. PROVIDE SERVICE ENTRANCE AND TRANSFORMER GROUNDING PER NEC AND ELECTRIC UTILITY REQUIREMENTS. 2. THE POWER DISTRIBUTION SYSTEM INCLUDING ALL PANELBOARDS, BREAKERS, FEEDER AND BRANCH CIRCUITS, WIRING, RACEWAY, DEVICES, HANGERS, SUPPORTS, ETC. 3. THE LIGHTING CONTROL AND DISTRIBUTION SYSTEM INCLUDING ALL PANELBOARDS, BREAKERS, FEEDERS AND BRANCH CIRCUITS, WIRING, RACEWAY, DEVICES, BALLASTS, LAMPS, LIGHT FIXTURES, HANGERS, SUPPORTS, SWITCHES, LIGHTING CONTROLS (PHOTOCELL, TIME CLOCK, MOTION SENSOR, POWER PACKS, DIMMING, ETC.) ETC. IN ACCORDANCE WITH IESNA GUIDELINES, ASHRAE 90.1-2007/IECC 2009 STANDARDS AND STATE AND LOCAL CODES AND AS INDICATED ON DRAWINGS. 4. THE EMERGENCY EGRESS LIGHTING AND EXIT SIGNAGE IN ACCORDANCE WITH NFPA 101-2006, LIFE SAFETY CODE, ADAAG GUIDELINES, STATE AND LOCAL CODES AND AS INDICATED ON DRAWINGS. 5. ELECTRICAL CONNECTION TO MECHANICAL EQUIPMENT (ROOFTOP UNITS, AIR HANDLERS, CONDENSING UNITS, EXHAUST FANS, HEATERS, ETC.) AND PLUMBING EQUIPMENT (WATER HEATERS, PUMPS, COMPRESSORS, WATER FOUNTAINS, ETC.) INCLUDING ALL WIRING, RACEWAY, DEVICES, DISCONNECT SWITCHES, STARTERS, FIELD AND INTERNAL WIRING, ETC. 6. ELECTRICAL CONNECTION TO OWNER EQUIPMENT INCLUDING ALL WIRING, RACEWAY, DEVICES, POWER CONNECTIONS, ETC. 7. THE COMPLETE INFRASTRUCTURE FOR THE INSTALLATION OF THE MUSIC/PAGING, SECURITY, TELEPHONE AND DATA SYSTEM INCLUDING RACEWAYS, WALL BOXES, FACEPLATES, 120V POWER, ETC. 8. THE FIRE ALARM SYSTEM INCLUDING ALL WIRING, DEVICES, PANELS, PROGRAMMING, START-UP, INSTRUCTION, TESTING, SHOP DRAWINGS, ETC. IN ACCORDANCE WITH ADDAG GUIDELINES, NFPA 101-2006, LIFE SAFETY CODE, NFPA 72-2007, STATE AND LOCAL CODES. 9. ALL CUTTING AND PATCHING OF WALLS, FLOORS, CEILINGS, ROOFS, ETC. FOR THE INSTALLATION OF THE ELECTRICAL SYSTEM(S). PERMITS, FEES AND CODE COMPLIANCE: GENERAL: 1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ELECTRICAL PLAN APPROVALS, PERMITS, LICENSES, INSPECTIONS AND FEES INCLUDING FINAL CERTIFICATIONS OF EQUIPMENT. NO EXTRA COMPENSATION WILL BE ALLOWED FOR COMPLIANCE WITH APPLICABLE CODES REGARDLESS OF THE METHOD'S SHOWN OR SPECIFIED. 2. ALL ELECTRICAL WORK SHALL MEET APPLICABLE PROVISIONS OF THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, THE LIFE SAFETY CODE, STATE AND LOCAL CODES AND REGULATIONS AND AUTHORITY HAVING JURISDICTION. WHERE PLANS OR SPECIFICATIONS CALL FOR WORK OR MATERIALS EXCEEDING MINIMUM STANDARDS, THE PLANS AND/OR SPECIFICATIONS SHALL APPLY. AS-BUILT DRAWINGS: 1. THE CONTRACTOR SHALL KEEP A RECORD OF ALL MODIFICATIONS FROM THE ORIGINAL CONTRACT DOCUMENTS WHICH MAY OCCUR IN THE CONSTRUCTION PHASE, A COPY SHALL BE SUBMITTED TO THE OWNER AT COMPLETION OF WORK. GUARANTEES: 1. ALL NEW EQUIPMENT SHALL BE LABELED OR LISTED BY UL AND/OR A QUALIFIED TESTING ORGANIZATION. 2. ALL EQUIPMENT AND MATERIALS SHALL BE NEW AND THE PRODUCTS OF THE MANUFACTURER SHALL CONFORM TO THE REQUIREMENTS NOTED ON PLANS. 3. ALL SYSTEMS, EQUIPMENT AND RELATED ITEMS SHALL BE THOROUGHLY TESTED TO CONFORM TO EXPECTED PERFORMANCE. REPLACE ALL DEFECTIVE ITEMS PRIOR TO COMPLETION OF PROJECT. 4. THE CONTRACTOR SHALL PROVIDE WRITTEN GUARANTEE TO THE OWNER THAT WORK HEREIN SHALL BE FREE FROM DEFECTS IN WORKMANSHIP AND MATERIALS, THAT APPARATUS WILL DEVELOP CAPACITIES AND CHARACTERISTICS REQUIRED ON DRAWINGS AND SPECIFICATION. IF DURING A PERIOD OF ONE YEAR AFTER DATE OF CERTIFICATE OF COMPLETION AND ACCEPTANCE OF PROJECT, ANY SUCH DEFECTS APPEAR, (EXCLUDING ORDINARY WEAR AND TEAR, ABUSE OR DAMAGE NOT CAUSED BY CONTRACTOR) HE SHALL REMEDY SAME WITHOUT ANY COST TO OWNER. 5. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROPER DIRECTION OF MOTOR ROTATION. DAMAGE TO MOTOR, EQUIPMENT, OR SYSTEMS DUE TO IMPROPER ROTATION SHALL BE CORRECTED AT THIS CONTRACTOR'S EXPENSE. 6. FURNISH MATERIALS AND EQUIPMENT WHICH ARE NEW, WHICH ARE PRODUCTS OF REPUTABLE MANUFACTURERS WELL ACQUAINTED WITH REQUIREMENTS OF APPLICABLE STANDARDS OF AUTHORITIES LISTED BELOW AND WHICH CONFORM TO THOSE STANDARDS IN DESIGN, MANUFACTURE, RATINGS, AND TESTS. SPECIFIC STANDARDS MAY OR MAY NOT BE REFERRED TO AGAIN UNDER INDIVIDUAL ITEMS: 1. FIELD VERIFY EXACT LOCATIONS AND DIMENSIONS OF ALL EQUIPMENT AND RELATED ITEMS WITH SITE CONDITIONS AND COORDINATE WITH THE GENERAL CONTRACTOR AND ALL OTHER CONTRACTORS PRIOR TO ROUGH-IN AND INSTALLATION, USE ARCHITECTURAL DRAWINGS FOR SCALED DIMENSIONS. PROJECT COORDINATION: 2. FIELD VERIFY ALL CLEARANCES AND CONDITIONS PRIOR TO CONSTRUCTION TO MEET ALL NATIONAL, STATE, AND LOCAL CODES AND TO COORDINATE WITH ALL ARCHITECTURAL AND ENGINEERED DRAWINGS. 3. ALL POWER OUTAGES SHALL BE SCHEDULED WITH THE OWNER TWO (2) WEEKS IN ADVANCE, THE CONTRACTOR SHALL NOT INTERRUPT OR RESTORE POWER WITHOUT CONSENT OF THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF SHUTDOWN AND STARTUP OF ALL SYSTEMS. 4. COORDINATE ALL POWER WIRING, DISCONNECTING MEANS, OVERLOADS, MOTOR CONTROL, AND CONTROL WIRING FOR MECHANICAL EQUIPMENT WITH THE MECHANICAL CONTRACTOR. THE MECHANICAL CONTRACTOR OR THE CONTROL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LOW-VOLTAGE CONTROL WIRING REQUIRED FOR THE PROJECT UNDER DIVISION 23000. ALL 120 VOLT INTERLOCK/FIELD/INTERNAL/INTERCONNECT WIRING SHALL BE BY ELECTRICAL CONTRACTOR. 5. LOCATE AND INSTALL ALL EQUIPMENT, DEVICES, AND FIXTURES IN ACCORDANCE WITH THE ADA ACCESSIBILITY GUIDELINES. WORKMANSHIP: 1. WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY CONFORMING TO THE BEST AND LATEST INSTALLATION PRACTICE. ANY WORK OR MATERIAL DEEMED SUBSTANDARD SHALL BE REMOVED AND REPLACED. 2. THE CONTRACTOR SHALL BE EXPECTED TO PERFORM ALL WORK IN A FIRST CLASS WORKMANLIKE MANNER. 3. THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EQUIPMENT AND ITEMS FURNISHED IN THIS PROJECT AND AREAS AFFECTED BY CONSTRUCTION. 4. ALL EQUIPMENT AND ITEMS SHALL BE PROTECTED FROM DAMAGE WHILE STORED ON SITE DURING, AND AFTER INSTALLATION. 5. ALL SCRATCHED OR SCARRED EQUIPMENT AND ITEMS SHALL BE TOUCHED UP WITH FACTORY FURNISHED PAINT; CLEAN AND PRIME BEFORE PAINTING. GENERAL CONDITIONS AND PERFORMANCE: 1. THE WORK INCLUDED IN THIS CONTRACT SHALL CONSIST OF ALL MATERIALS, TOOLS, HOISTING EQUIPMENT, LABOR, POWER, TRANSPORTATION, TEMPORARY SERVICES, ETC. NECESSARY FOR THE COMPLETION OF THE PROJECT. 2. THE CONTRACTOR SHALL INCLUDE ALL NECESSARY PREMIUM TIME (SATURDAY, SUNDAY, HOLIDAYS, ETC.) REQUIRED FOR THE COMPLETION OF THE INTENDED WORK TO MEET SPECIFIED SCHEDULES. 3. DO NOT SCALE ELECTRICAL DRAWINGS. FOR EXACT DIMENSIONS, USE DIMENSIONED DRAWINGS OR ACTUAL FIELD CONDITIONS. DISPOSAL AND REMOVALS: 1. THIS CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL MATERIALS GENERATED FROM THIS PROJECT. MATERIALS SHALL BE REMOVED FROM SITE ON A WEEKLY BASIS. ALL SALVAGEABLE MATERIAL SHALL BE TURNED OVER TO OWNER OR SAVED BY DIRECTION OF OWNER OR ENGINEER. PAINTING, CUTTING, AND PATCHING: 1. PAINTING SHALL BE PART OF THE GENERAL TRADE'S WORK, UNLESS NOTED ON THE DRAWINGS OR HEREIN. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO PAINTED SURFACES FOR EQUIPMENT PROVIDED UNDER THE ELECTRICAL CONTRACT. 2. OPENINGS, CHASES, AND RECESSES REQUIRED FOR THE PROPER INSTALLATION OF ELECTRICAL SYSTEMS SHALL BE PROVIDED BY GENERAL TRADES DURING NORMAL COURSE OF CONSTRUCTION, SUBJECT TO TIMELY AND ACCURATE LAYOUT OF ALL SUCH SPACES BY ELECTRICAL CONTRACTOR. ANY CUTTING OF FINISHED WORK AND/OR PATCHING DUE TO INACCURACIES OR TARDINESS ON THE PART OF THE ELECTRICAL CONTRACTOR IN LAYOUT SHALL BE ACCOMPLISHED BY THE GENERAL TRADES AT THE EXPENSE OF THE ELECTRICAL CONTRACTOR. 3. CUTTING AND PATCHING OF EXISTING WALLS, FLOORS, CEILINGS, ROOF, ETC., FOR NEW CONDUITS, RACEWAY, ETC., SHALL BE ACCOMPLISHED BY THE ELECTRICAL CONTRACTOR UNLESS NOTED OTHERWISE. THIS SHALL INCLUDE THE INSTALLATION OF FIRE PROOFING MATERIALS, SLEEVES, ETC. EXPLANATION AND PRECEDENCE OF DRAWINGS: 1. FOR PURPOSE OF CLEARNESS AND LEGIBILITY, THE ELECTRICAL "E" DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND, ALTHOUGH SIZE AND LOCATION OF EQUIPMENT ARE CLOSELY DRAWN TO SCALE WHENEVER POSSIBLE, EACH CONTRACTOR SHALL MAKE USE OF THE DATA IN ALL OF THE CONTRACT DOCUMENTS AND SHALL VERIFY THIS INFORMATION AT THE BUILDING SITE. 2. THE DRAWINGS INDICATE REQUIRED SIZE AND POINTS OF TERMINATION OF WIRING AND OTHER RELATED ITEMS AND THEY MAY SUGGEST PROPER ROUTES FOR SUCH ITEMS TO CONFORM TO STRUCTURE, AVOID OBSTRUCTIONS, AND PRESERVE CLEARANCES. IT IS NOT INTENDED THAT THE DRAWINGS INDICATE EVERY NECESSARY OFFSET, AND IT SHALL BE THE WORK OF THE CONTRACTOR TO INSTALL EACH ITEM IN A MANNER AS TO CONFORM TO STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM, AND WORKING CLEARANCES WITHOUT FURTHER COSTS TO THE 0WNER. TEMPORARY SERVICE: 1. CONTRACTOR SHALL ARRANGE AND INSTALL THE TEMPORARY SERVICE FACILITIES FOR CONSTRUCTION POWER, LIGHTING AND COMMUNICATIONS TO SERVE THE BUILDING DURING THE CONSTRUCTION. THE TEMPORARY ELECTRICAL SYSTEM SHALL CONSIST OF DISTRIBUTION, PANELBOARDS, GROUNDING, BRANCH CIRCUITS, SWITCHES, RECEPTACLE OUTLETS, LIGHT FIXTURES, AND ALL OTHER LABOR AND MATERIALS NECESSARY TO PROVIDE A COMPLETE OPERABLE SYSTEM. FINAL COMPLETION: 1. WORK SHALL BE CLEANED PRIOR TO SUBSTANTIAL COMPLETION. 2. RETOUCH OR REPAINT FACTORY PAINTED PRIME AND FINISH COATS WHERE DAMAGED OR SCRATCHED. 3. LAMPS, FIXTURES, LENSES AND REFLECTORS SHALL BE CLEANED BY THE CONTRACTOR TO SUBSTANTIAL COMPLETION OF THE WORK. RACEWAYS: RACEWAYS (CONTINUED): 2. ALL RACEWAYS SHALL BE RUN PARALLEL OR PERPENDICULAR TO BUILDING STRUCTURE. 3. EMPTY OR SPARE RACEWAYS SHALL HAVE TAGGED PULL WIRE AND CAPPED FOR FUTURE USE. 4. SLEEVES SHALL BE INSTALLED ON RACEWAYS 1-1/4" AND LARGER PENETRATING MASONRY, CONCRETE, TILE OR GYPSUM WALL CONSTRUCTION. SLEEVES SHALL BE PACKED WITH THERMAFIBRE INSULATION OR EQUAL MATERIAL WITH A FIRE RATING EQUAL TO THE WALL, FLOOR, OR ROOF RATING. 5. ALL RACEWAYS SHALL INCLUDE AN INSULATED EQUIPMENT GROUNDING CONDUCTOR. 6. CONNECTION TO LAY-IN CEILING FIXTURES CONCEALED ABOVE ACCESSIBLE CEILINGS SHALL BE FLEXIBLE METALLIC RACEWAY, 1/2" MINIMUM SIZE, 6'-0" MAXIMUM LENGTH. 7. CONNECTION TO MOTOR AND/OR EQUIPMENT CONNECTIONS SHALL BE FLEXIBLE "SEALTITE" WITH COMPRESSION TYPE CONNECTIONS; 3'-0" MAXIMUM LENGTH. LOW VOLTAGE SYSTEMS INFRASTRUCTURE: 1. PROVIDE AND INSTALL EMPTY CONDUIT STUBS FROM EACH OUTLET LOCATION AS INDICATED ON THE PLANS TO THE NEAREST ACCESSIBLE CEILING SPACE. PROVIDE 90° SWEEP ELBOW AND INSULATED BUSHING AT EACH STUB. 2. ALL CONDUIT SHALL BE 1" MINIMUM AND SHALL BE SIZED FOR 30% MAXIMUM FILL PER BICSI AND ELA/TIA STANDARDS. CONDUIT SHALL BE EMT. 3. EMPTY OR SPARE RACEWAYS SHALL HAVE TAGGED PULL WIRE AND CAPPED FOR FUTURE USE. 4. OUTLET BOXES SHALL BE ONE GANG, 2-1/2" DEEP OUTLET BOXES WITH BLANK COVER PLATE. FASTENING AND SUPPORTS: 1. CONDUIT, LIGHT FIXTURES, JUNCTION BOXES, ETC. SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE; DUCTWORK, OTHER TRADE'S PIPING AND SUPPORTS OR CEILING SUSPENSION SYSTEM SHALL NOT BE USED FOR SUPPORT. SECURE AND SUPPORT RACEWAY PER CHAPTER 3 XXX.30 SECTIONS OF THE LATEST NEC CODE. 2. LAY-IN FIXTURES SHALL BE SUPPORTED WITH FOUR (4) SUPPORT WIRES TO BUILDING STRUCTURE. 3. RACEWAYS 1-1/2" AND SMALLER SHALL BE SECURED WITH ONE HOLE MALLEABLE STRAPS OR WALL BRACKETS. MULTIPLE RACEWAYS SHALL BE SUPPORTED WITH TRAPEZE HANGERS SECURED TO BUILDING STRUCTURE. RACEWAYS 2" AND LARGER SHALL BE SUPPORTED WITH MALLEABLE IRON HANGERS. 4. RACEWAYS SHALL BE ROUTED PARALLEL OR PERPENDICULAR TO BUILDING STRUCTURAL FRAME MEMBERS. 5. FURNISH AND INSTALL ALL REQUIRED MISCELLANEOUS STEEL SUPPORTS FOR MOUNTING OF PANELS, RACEWAYS, FIXTURES, CABINETS, BOXES, ETC. ALL EQUIPMENT SHALL BE RIGIDLY SUPPORTED FROM THE BUILDING STRUCTURE, WITH COMPONENTS RATED FOR TWICE THE ACTUAL LOAD OR WEIGHT. ALL INTERIOR SUPPORTS SHALL BE PAINTED STEEL STRUT WITH MATCHING FITTINGS AND HARDWARE, PLATED THREADED ROD, AND AUXILIARY STRUCTURAL STEEL. EXTERIOR SUPPORTS SHALL BE GALVANIZED STRUT WITH MATCHING FITTINGS AND STAINLESS STEEL HARDWARE. PROVIDE 4" HIGH CONCRETE HOUSEKEEPING PAD FOR ALL FLOOR MOUNTED EQUIPMENT. IDENTIFICATION: 1. PROVIDE NEW TYPED PANEL DIRECTORIES IN ALL PANELBOARDS AFFECTED BY THIS PROJECT. 2. PROVIDE LABELING FOR ALL DEVICES. PROVIDE SOURCE PANEL AND CIRCUIT NUMBER. 3. PROVIDE LABELING FOR HOME RUN J-BOXES. PROVIDE SOURCE PANEL AND CIRCUIT NUMBER. 4. FURNISH AND INSTALL WHITE-ON-BLACK MICARTA LAMINATED NAME PLATES WITH 1/2" LETTERING ON ALL PANELBOARDS AND 3/8" LETTERING FOR ALL STARTERS, PUSH BUTTONS, DISCONNECT SWITCHES, 6" X 6" AND LARGER PULL, JUNCTION AND TERMINATION BOXES. PROVIDE NAME, VOLTAGE, PHASE, # OF WIRES AND SOURCE PANEL AND CIRCUIT NUMBER. ALL NAMEPLATES SHALL BE SCREWED TO EQUIPMENT. ELECTRICAL SITE WORK: 1. FURNISH AND INSTALL THE EXTERIOR UNDERGROUND CONDUIT, PULL BOXES, HANDHOLES, MANHOLES, ETC. AS SHOWN ON THE PLANS OR REQUIRED TO ACCOMMODATE THE UTILITY COMPANY(S) SERVICES AND EXTERIOR COMPONENTS AS INDICATED. 2. PRIOR TO DIGGING OR DRILLING, CONTRACTOR SHALL CONTACT THE PUBLIC UTILITY COMPANIES TO HAVE "KNOWN" UTILITIES LOCATED AND MARKED TO AVOID DAMAGE TO EXISTING UNDERGROUND UTILITIES. 3. PROVIDE UNDERGROUND RACEWAYS WARNING TAPE LAID CONTINUOUSLY THROUGH LENGTH OF TRENCH. 4. PROVIDE TIER 15 PRE-CAST POLYMER CONCRETE HANDHOLES/PULL BOXES, MOUNTED FLUSH WITH GRADE, COMPLETE WITH HEAVY DUTY, BOLTED, GASKETED COVERS, STAINLESS BOLTS AND DESCRIPTIVE WORDING MOLDED INTO THE COVER. QUAZITE "PG" SERIES OR EQUAL, SIZED AS INDICATED OR AS REQUIRED BY NEC PER ARTICLE 314. 5. CONTRACTOR SHALL INCLUDE ALL EXCAVATION AND BACKFILL REQUIRED TO INSTALL THE UNDERGROUND CONDUITS. REPAIR/REPLACE LANDSCAPING, CONCRETE AND ASPHALT SIDEWALKS, CURBS, PAVEMENTS, DRIVEWAYS, PATHWAYS, PARKING LOTS, ETC. TO MATCH EXISTING. HAND EXCAVATE AS REQUIRED. 6. PROVIDE 3", RED DYED, CONCRETE ENCASEMENT (2" AND LARGER) FOR ALL UNDERGROUND UTILITY PRIMARY CONDUIT AS WELL AS CONDUITS BELOW AREAS SUBJECT TO VEHICULAR TRAFFIC, PARKING LOTS, DRIVEWAYS AND UNDER BUILDINGS. 7. MINIMUM 1" TRADE SIZE CONDUIT FOR ALL UNDERGROUND RACEWAYS. CONDUCTORS: 1. CONDUCTORS NO. 4 AWG AND SMALLER SHALL BE TYPE THWN, 75 DEGREE C WITH 600 VOLT INSULATION. CONDUCTORS NO. 4 AWG AND LARGER IN DRY LOCATIONS SHALL BE TYPE XHHW, 75 DEGREE C WITH 600 VOLT INSULATION. CONDUCTORS NO. 4 AWG AND LARGER IN WET LOCATIONS OR UNDERGROUND DUCTS SHALL BE TYPE RHW, 75 DEGREE C WITH 600 VOLT INSULATION. NO ALUMINUM CONDUCTORS ARE PERMITTED. 2. CONDUCTORS #12 AND LARGER SHALL BE STRANDED COPPER. ALL BRANCH CIRCUIT CONDUCTORS SHALL BE #12 MINIMUM WIRE SIZE. CONTROL WIRING SHALL BE #14 STRANDED AWG MINIMUM. 3. ALL FEEDERS, SUB-FEEDERS, BRANCH CIRCUITS AND MAIN CABLES IN JUNCTION BOXES, PULL BOXES, WIRE GUTTERS AND MAIN SWITCHBOARD SHALL BE TAGGED AS FOLLOWS: 4. USE OF "BX", "AC", "MI" , "MC" OR NON-METALLIC SHEATHED (NM, NMC, NMS) CABLE IS PERMITTED WHERE ALLOWED BY LOCAL JURISDICTION. GROUNDING: 1. ALL NON-CURRENT-CARRYING METAL PARTS OF THE ELECTRICAL SYSTEM SHALL BE GROUNDED PER NEC ART. 250, GROUND TO BUILDING GROUND SYSTEM WHERE APPLICABLE. 2. PROVIDE EQUIPMENT GROUNDING SYSTEM FOR ALL PORTIONS OF ELECTRICAL SYSTEM. INCLUDE AN INSULATED GREEN, EQUIPMENT GROUNDING CONDUCTOR IN ALL BRANCH CIRCUIT AND FEEDER RACEWAYS. 3. PROVIDE A COMPLETE BUILDING SERVICE ENTRANCE GROUNDING SYSTEM IN ACCORDANCE WITH NEC 250 AND STATE AND LOCAL BUILDING CODES INCLUDING GROUNDING ELECTRODE SYSTEM, METAL UNDERGROUND WATER PIPE, METAL FRAME OF BUILDING, CONCRETE ENCASED ELECTRODE, FENCING, METAL ROOF DECK, METAL SIDING, ROOF MOUNTED METAL MECHANICAL AND PLUMBING EQUIPMENT ON ROOF, METAL DRAIN AND VENT PIPES, ETC. PROVIDE # 2 AWG BARE COPPER MINIMUM (WHERE EXPOSED TO MECHANICAL INJURY, ENCASE IN NON-METALLIC CONDUIT). PROVIDE THERMALLY WELDED CONNECTIONS EXCEPT CLAMPED/BOLTED CONNECTIONS TO WATER PIPE, CONCRETE ENCASED ELECTRODE AND FENCING. PROVIDE 3/4" X 10' COPPER CLAD-STEEL GROUND RODS. ALL MATERIALS SHALL BE "UL" LISTED FOR THAT PURPOSE. WIRING DEVICES: 1. ALL WIRING DEVICES SHALL BE SPECIFICATION GRADE AS SCHEDULED, WIRED FOR SIDE AND BACK WIRING CONVENIENCE. SPECIFICATION GRADE RECEPTACLE DEVICES SHALL BE P&S PS5362 SERIES; OR APPROVED EQUAL. SPECIFICATION GRADE GFCI RECEPTACLE DEVICES SHALL BE P&S 2095 SERIES; OR APPROVED EQUAL. SWITCHES SHALL BE P&S PS20AC SERIES OR APPROVED EQUAL. 2. DEVICES SHALL BE WHITE OR AS DIRECTED BY OWNER/ARCHITECT. 3. DEVICE COVER PLATES SHALL BE WHITE NYLON OR AS DIRECTED BY OWNER/ARCHITECT. 4. WEATHERPROOF "WHILE IN USE" COVERS SHALL BE CAST METAL P&S WIUC10-CA SERIES OR APPROVED EQUAL. SAFETY/DISCONNECT SWITCHES AND MOTOR STARTERS: 1. PROVIDE DISCONNECT SWITCHES AND STARTERS FOR ALL MECHANICAL EQUIPMENT NOT PROVIDED FROM FACTORY. 2. DISCONNECT SWITCHES SHALL BE HEAVY DUTY, MULTIPLE POLE, QUICK-MAKE, QUICK BREAK, LOCKABLE, HP RATED, 600 VOLT IN NEMA 1 ENCLOSURE (INDOORS) OR NEMA 3R (OUTDOORS). 3. DISCONNECT SWITCHES SHALL BE FUSIBLE OR NON-FUSIBLE AS NOTED AND SHALL INCLUDE CLASS R OR J FUSE HOLDERS. INCLUDE FUSES TO ACCOMMODATE CONNECTED LOAD. COORDINATE FUSE SIZES WITH EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. PROVIDE FUSE REDUCER CLIPS AS REQUIRED. 4. STARTERS FOR MOTORS 1/2 HP AND LESS SHALL BE MANUAL STARTERS, 120 VOLT, WITH BUILT-IN OVERLOADS, PILOT LIGHT, NEMA 1 METAL ENCLOSURE WITH HANDLE LOCKING GUARD. SQUARE-D CLASS 2510 OR APPROVED EQUAL. OVERLOAD THERMAL ELEMENT TO BE SIZED FOR FINAL MOTOR FLA. 5. STARTERS FOR MOTORS LARGER THAN 1/2 HP SHALL BE COMBINATION FUSIBLE SWITCH/MAGNETIC MOTOR STARTER, NEMA RATED 600 VOLT, 3 PHASE WITH 3 OVERLOADS, CONTROL TRANSFORMER, COVER MOUNTED H-O-A SELECTOR SWITCH, TRANSFORMER TYPE PILOT LIGHT IN COVER AND ADDITIONAL FORM C CONTACTS FOR AUXILIARY CONTROL FUNCTIONS; SQUARE-D CLASS 8538 OR APPROVED EQUAL. 6. COORDINATE ALL STARTER CONTROL VOLTAGE, DISCONNECT SWITCH FUSES AND OVERLOAD THERMAL ELEMENT RATING, TYPE AND SIZE, ETC. WITH FINAL MOTOR AND EQUIPMENT RATINGS AND MECHANICAL CONTRACTOR AND MANUFACTURER'S RECOMMENDATIONS. LOCATE DEVICES TO MAINTAIN PROPER CLEARANCES. FUSES: 1. ALL LOW VOLTAGE FUSES SHALL BE TIME DELAY, DUAL ELEMENT, CLASS RK-5, 250 VOLT/600 VOLT AS APPROPRIATE AND ARRANGED IN A COORDINATED SELECTIVE SYSTEM FOR OVERCURRENT PROTECTION. EXCEPT FOR 120 TON REFRIGERATION UNIT SHALL BE J TYPE FUSE SAME AS IN PRODUCTION ROOM SHALL BE TYPE J FUSE. 2. ALL FUSES SHALL HOLD A 500% OVERLOAD FOR 10 SECONDS AND BE RATED 200K A.I.C. MINIMUM. FUSE SIZES FOR INDIVIDUAL MOTOR LOADS SHALL BE PROPERLY SIZED TO ACTUAL MOTOR NAMEPLATE FOR MOTOR BRANCH CIRCUIT AND SHORT CIRCUIT PROTECTION PER NEC 430-52. 3. FUSES SHALL BE BUSSMAN OR EQUAL BY LITTLE FUSE, FERRAZ SHAWMUT OR GOULD. PANELBOARDS: 1. PANELS SHALL BE DEAD FRONT, AND EQUIPPED WITH BOLT-IN, MECHANICAL LUG, THERMAL-MAGNETIC MOLDED CASE CIRCUIT BREAKERS; RATING, TYPE, SIZE AND NUMBER OF POLES AS INDICATED. UL LABELED FOR USE AS SERVICE EQUIPMENT WHEN USED AS MAIN SERVICE PANELBOARDS. UNLESS NOTED OTHERWISE, ENCLOSURES SHALL BE OF CODE GUAGE STEEL, WITH GALVANIZED TUB, NOMINAL 5 3/4" DEEP BY 20" WIDE, NEMA 1, WITH CONCEALED TRIM CLAMP DESIGN, SURFACE OR FLUSH TRIM AS INDICATED. PROVIDE A HINGED AND LOCKING DOOR. PROVIDE TIN PLATED COPPER BUS WITH AMPERE RATING AS INDICATED WITH GROUND BAR AND NEUTRAL BAR ASSEMBLY. PROVIDE A TYPEWRITTEN CIRCUIT DIRECTORY INDICATING "AS INSTALLED" LOAD DESCRIPTIONS. WHERE LIGHTING CIRCUITS ARE CONTROLLED ONLY FROM THE PANEL BREAKERS, PROVIDE "SWITCHING DUTY" RATED BREAKERS. PROVIDE HACR, GFP AND SHUNT TRIP RATED BREAKERS WHERE NOTED OR AS REQUIRED. PANELS SHALL BE RATED FOR 120/208 VOLTS, 3 PHASE, 4 WIRE OR AS INDICATED WITH BREAKERS RATED FOR 10 KAIC MINIMUM. FIRE-STOPPING RACEWAY THROUGH FLOORS, WALLS, AND CEILINGS: 1. WHERE THE RACEWAYS PASS THROUGH FIRE WALLS, FIRE RATED CEILINGS, AND ABOVE GRADE FLOORS, ALL HOLES AND VOIDS CREATED SHALL BE FIRE-STOPPED UTILIZING MATERIALS TO PROVIDE A TWO HOUR RATING AS SPECIFIED HEREIN AND/OR DETAILED ON THE DRAWINGS. FIRE-STOPPING SHALL CONFORM TO THE BUILDING INSPECTION DEPARTMENT REQUIREMENTS. MATERIALS SHALL BE AS SUPPLIED BY 3-M COMPANY PRODUCTS OR EQUAL BY SPECSEAL FIRE STOPPING PRODUCTS. 2. FIRE-STOPPING MATERIAL, OR COMBINATION OF MATERIALS, SHALL RETAIN THE INTEGRITY OF TIME-RATED CONSTRUCTION BY MAINTAINING AN EFFECTIVE BARRIER AGAINST THE SPREAD OF FLAME, SMOKE AND GASES FOR UP TO TWO HOURS. IT SHALL BE UTILIZED WHERE A RACEWAY PASSES THROUGH A WALL, FIRE RATED CEILING, OR AN ABOVE GRADE FLOOR OR MULTIPLE RACEWAY PASS THROUGH A WALL, FIRE RATED CEILING OR FLOOR OPENING AND SHALL APPLY FOR RACEWAYS. 3. THE RATE OF THE FIRESTOPS SHALL BE MINIMUM TWO HOURS WHEN INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, BUT IN NO CASE LESS THAN THE RATING OF THE TIME-RATED FLOOR OR WALL ASSEMBLY. 4. INSTALLATION SHALL CONFORM TO MANUFACTURER'S INSTRUCTIONS. 1. ALL CONDUCTORS SHALL BE IN RACEWAY; IN MINIMUM 3/4"C TRADE SIZE. 1.1 CONDUITS 3/4" THRU 2" SHALL BE EMT WITH STEEL SET SCREW CONNECTORS . EMT IS NOT PERMITTED FOR USE BELOW SLABS ON GRADE, UNDERGROUND OR EXPOSED BELOW 120" A.F.F. 1.2 CONDUITS 2-1/2" AND LARGER (ABOVE GROUND) SHALL BE EMT WITH THREADED FITTINGS. CONDUITS 3/4" THRU 2" EXPOSED BELOW 120" A.F.F. SHALL BE IMC OR RGS. 1.3 UNDERGROUND CONDUITS SHALL BE RNC INSTALLED LEVEL OR PITCHED SLIGHTLY DOWN TO DRAIN. LOW POINTS SHALL HAVE SUITABLE DRAIN PROVISIONS. CONDUIT SHALL BE WATERTIGHT. BURY PER N.E.C. MINIMUM DEPTH REQUIREMENTS UNLESS NOTED OTHERWISE. A. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) B. EDISON ELECTRIC INSTITUTE (EEI) C. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) D. INSULATED POWER CABLE ENGINEERS ASSOCIATION (IPCEA) E. NATIONAL ELECTRICAL MANUFACTURERS' ASSOCIATION (NEMA) F. UNDERWRITERS' LABORATORIES, INC. (UL) G. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) 7. INSTALL ALL WORK TO COMPLY WITH THE FOLLOWING: A. NATIONAL ELECTRICAL CODE (NEC) B. NATIONAL ELECTRICAL SAFETY CODE (NESC) C. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) D. OCCUPATIONAL SAFETY & HEALTH ACT (OSHA) E. AUTHORITIES: COMPLY WITH REGULATIONS OF AUTHORITIES HAVING LOCAL JURISDICTION AND WITH THE OWNERS INSURING AGENCY. F. APPLICABLE NATIONAL, STATE AND LOCAL CODES. 120/208V, 3-PHASE, 4W SYSTEM: PHASE BLACK PHASE RED PHASE BLUE NEUTRAL WHITE GROUND GREEN 'A' 'B' 'C' 'N' 'G' 277/480V, 3-PHASE, 4W SYSTEM: PHASE BROWN PHASE ORANGE PHASE YELLOW NEUTRAL WHITE GROUND GREEN 'A' 'B' 'C' 'N' 'G' FILENAME: Z:\PLUMP ENGINEERING, INC\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\ELECTRICAL\E001-E003.DWG PLOT DATE/TIME: 4/25/2024 4:34 PM
USER NAME: FGCE-PC03 R E V I S I O N S Project Manager: Date: Project Number: Scale: S H E E T N U M B E R A.2307048 Sheet Title:

NORCO SECURITY ASSEMENT
2870 Clark Ave
Norco, CA 92860 8/03/2023 MG EXP. 12/31/2025 E 21459
ADEL
POURSHAR I F BUILDING SUBMITTAL 01/11/2024 CLIENT REVIEW 01/11/2024 ELECTRICAL SPECIFICATION E002

APPROVED

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024

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BONDING JUMPER- SAME SIZE AS EQUIPMENT GROUNDING CONDUCTORUNISTRUT CONDUIT DETAIL 1NTS PROVIDE ALL THREAD ROD BOLTED TO BAR JOISTS PROVIDE PIPE CLAMPS AS REQUIRED (TYP) PROVIDE UNISTRUT CHANNEL AND ALL NECESSARY MOUNTING HARDWARE PIPE AND/OR CONDUIT 3 PENETRATION DETAIL NTS PIPE AND/OR CONDUIT WEATHERPROOFING MATERIAL PER ARCHITECTURAL SPECIFICATIONS BUILDING EXTERIOR SEAL ENTIRE ANNULAR SPACE AROUND SLEEVE/CONDUIT INTERFACE WITH FIRE RETARDANT SEALANT PER SPECIFICATIONS CONDUIT PER SPECIFICATIONS BUILDING WALL/FLOOR SEAL ENTIRE ANNULAR SPACE AROUND SLEEVE/CONDUIT INTERFACE WITH NON-SHRINK WATER TIGHT GROUT PER SPECIFICATIONS CONDUIT SLEEVE PER SPECIFICATIONS SECURED IN WALL SEAL ENTIRE ANNULAR SPACE AROUND SLEEVE/CONDUIT INTERFACE WITH NON-SHRINK WATER TIGHT GROUT PER SPECIFICATIONS UL LISTED FILL, VOID OR CAVITY MATERIAL FOR USE IN THROUGH FIRESTOPS PER SPECIFICATIONS CONDUIT PER SPECIFICATIONS BUILDING WALL/FLOOR CONDUIT PENETRATION PANEL 5NTS PANELBOARD BONDING DETAIL
2NTS STANDARD WALL FIRE-RATED WALL FIELD FORMED LIGHT GA. SHEET METAL ENCLOSURE. PROVIDE A MIN. OF 3" ON ALL SIDES OF RECESSED LED LIGHT FIXTURE. TO KEEP INSULATION AWAY FROM THE LIGHT FIXTURE HOUSING) FLEXIBLE CONDUIT CONNECTION TO THE LIGHT FIXTURE RECESSED LIGHT FIXTURE IN LAY-IN CEILING T-BAR CEILING INSULATION (if applicable) TYPICAL LIGHTING FIXTURE DETAIL 4NTS TYPICAL ROUGH-IN INSTALLATION 6NTS SEISMIC BRACE UNISTRUT P1000 MEMBER (EVERY 60' OPPOSITE).

FILENAME: Z:\PLUMP ENGINEERING, INC\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\ELECTRICAL\E001-E003.DWG PLOT DATE/TIME: 4/25/2024 4:34 PM
USER NAME: FGCE-PC03 R E V I S I O N S Project Manager: Date: Project Number: Scale: S H E E T N U M B E R A.2307048 Sheet Title:

NORCO SECURITY ASSEMENT
2870 Clark Ave
Norco, CA 92860 8/03/2023 MG EXP. 12/31/2025 E 21459
ADEL
POURSHAR I F BUILDING SUBMITTAL 01/11/2024 CLIENT REVIEW 01/11/2024 ELECTRICAL DETAIL E003

APPROVED

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024

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FILENAME: Z:\PLUMP ENGINEERING, INC\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\ELECTRICAL\E004.DWG USER NAME: FGCE-PC03
PLOT DATE/TIME: 4/25/2024 10:27 AM R E V I S I O N S Project Manager: Date: Project Number: Scale: S H E E T N U M B E R A.2307048 Sheet Title:

NORCO SECURITY ASSEMENT
2870 Clark Ave
Norco, CA 92860 8/03/2023 MG EXP. 12/31/2025 E 21459
ADEL
POURSHAR I F BUILDING SUBMITTAL 01/11/2024 CLIENT REVIEW 01/11/2024

PANELBOARD SCHEDULES PANELBOARD SCHEDULES
1 E004 N.T.S (E) PANEL 'C1' (E) PANEL 'LC' PANEL SCHEDULES INDEX 1 1 PCC#1 05/09/2024

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Steve R. 05/20/2024

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FILENAME: Z:\PLUMP ENGINEERING, INC\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\ELECTRICAL\E005.DWG PLOT DATE/TIME: 4/25/2024 4:34 PM
USER NAME: FGCE-PC03 R E V I S I O N S Project Manager: Date: Project Number: Scale: S H E E T N U M B E R A.2307048 Sheet Title:

NORCO SECURITY ASSEMENT
2870 Clark Ave
Norco, CA 92860 8/03/2023 MG EXP. 12/31/2025 E 21459
ADEL
POURSHAR I F BUILDING SUBMITTAL 01/11/2024 CLIENT REVIEW 01/11/2024 TITLE 24 TITLE 24
1 E005 N.T.S
1 1 PCC#1 05/09/2024

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CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024
10

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FILENAME: Z:\PLUMP ENGINEERING, INC\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\ELECTRICAL\E100.DWG PLOT DATE/TIME: 4/25/2024 4:34 PM USER NAME: FGCE-PC03

R E V I S I O N S
Project Manager:

Date:

Project Number:

Scale:

S H E E T N U M B E R
A.2307048 Sheet Title: Project:

P L U M P E N G I N E E R I N G I N C.
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835, F (714) 385-1834
www.peica.com

CONSULTING ENGINEERS

STRUCTURAL, MECHANICAL, PLUMBING,

ELECTRICAL, CIVIL, SURVEYING,
ARCHITECTURAL T H I S D E S I G N A N D D R A W I N G A R E F O R U S E O N T H E S P E C I F I C S I T E I N D I C A T E D A N D I S T H E E X C L U S I V E P R O P E R T Y O F P L U M P E N G I N E E R I N G I N C , A N D S H A L L N O T B E U S E D , D U P L I C A T E D O R A L T E R E D I N P A R T O R I N W H O L E W I T H O U T W R I T T E N A P P R O V A L O F P L U M P E N G I N E E R I N G , I N C . - C O P Y R I G H T 2 0 2 3 c A L L R I G H T S R E S E R V E D Stamp:
4/25/24 TENANT IMPROVEMENT FOR: NORCO SECURITY ASSEMENT 2870 Clark Ave Norco, CA 92860 8/03/2023
MG
EXP. 12/31/2025
E 21459 ADEL POURSHAR I F

BUILDING SUBMITTAL
01/11/2024

CLIENT REVIEW
01/11/2024 SITE PLAN
E100 0 20' 40' 60'
SITE PLAN 1
1" =20'-0"

AREA OF WORK
NORTH

APPROVED

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024 Page 104 of 119
NOT IN CONTRACT NOT IN CONTRACT NOT IN CONTRACT NOT IN CONTRACT PNL 'C1'-35 GFCI PNL 'C1'-27 PNL 'C1'-37 PNL 'C1'-29 PNL 'C1'-39 PNL 'C1'-20 PNL 'C1'-41 PNL 'C1'-22 PNL 'C1'-24 GFCI J PNL 'C1'-2
J PNL 'C1'-4J PNL 'C1'-6 POWER FOR ADA DOOR POWER FOR ADA DOOR POWER FOR ADA DOOR FILENAME: Z:\PLUMP ENGINEERING, INC\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\ELECTRICAL\E200.DWG PLOT DATE/TIME: 4/25/2024 4:34 PM
USER NAME: FGCE-PC03 R E V I S I O N S Project Manager: Date: Project Number: Scale: S H E E T N U M B E R A.2307048 Sheet Title:

NORCO SECURITY ASSEMENT
2870 Clark Ave
Norco, CA 92860 8/03/2023 MG EXP. 12/31/2025 E 21459
ADEL
POURSHAR I F BUILDING SUBMITTAL 01/11/2024 CLIENT REVIEW 01/11/2024 POWER PLAN E200
0 8' 16' 24' POWER PLAN
1 1/8" =1'-0" NORTH HOMERUN WITH 3/4"C, (2)#12 AWG & (1)#12 GND OR EQUAL (TYPICAL FOR ALL). BRANCH CIRCUIT WITH 3/4"C, (2)#12 AWG & (1)#12 GND OR EQUAL (TYPICAL FOR ALL). LEGEND NOTES 1 1
1 1 PCC#1 05/09/2024

APPROVED

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024

Page 105 of 119 ends

NOT IN CONTRACT NOT IN CONTRACT

NOT IN CONTRACT

NOT IN CONTRACT
(TYP.)
(TYP.)
(TYP.) 3DJ
OS J 3D J 3DJ 3D J 3DJ 3DJ 3DJ 3DJ JD JD D J DJ DJ
LE

0.9 L-3
19 L-2
100
L-1

23.2 (TYP.) DJDJ
EM
EM
EM
EM
EM
(E) PNL 'LC'-20 J
PNL 'LC'-20
EM EM
PNL 'C1'-42
PNL 'LC'-20
PNL 'C1'-42 FILENAME: Z:\PLUMP ENGINEERING, INC\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\ELECTRICAL\E300.DWG USER NAME: FGCE-PC03 PLOT DATE/TIME: 4/25/2024 10:28 AM

R E V I S I O N S
Project Manager:

Date:

Project Number:

Scale:

S H E E T N U M B E R
A.2307048 Sheet Title: Project:

P L U M P E N G I N E E R I N G I N C.
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835, F (714) 385-1834
www.peica.com

CONSULTING ENGINEERS

STRUCTURAL, MECHANICAL, PLUMBING,

ELECTRICAL, CIVIL, SURVEYING,
ARCHITECTURAL T H I S D E S I G N A N D D R A W I N G A R E F O R U S E O N T H E S P E C I F I C S I T E I N D I C A T E D A N D I S T H E E X C L U S I V E P R O P E R T Y O F P L U M P E N G I N E E R I N G I N C , A N D S H A L L N O T B E U S E D , D U P L I C A T E D O R A L T E R E D I N P A R T O R I N W H O L E W I T H O U T W R I T T E N A P P R O V A L O F P L U M P E N G I N E E R I N G , I N C . - C O P Y R I G H T 2 0 2 3 c A L L R I G H T S R E S E R V E D Stamp:
4/25/24 TENANT IMPROVEMENT FOR: NORCO SECURITY ASSEMENT 2870 Clark Ave Norco, CA 92860 8/03/2023
MG
EXP. 12/31/2025
E 21459 ADEL POURSHAR I F

BUILDING SUBMITTAL
01/11/2024

CLIENT REVIEW
01/11/2024 LIGHTING PLAN
LIGHTING PLAN 1 E300
1/8" =1'-0"

LIGHTING FIXTURE SCHEDULE

FIXTURE
SYMBOL

FIXTURE

TYPE DESCRIPTION MANUFACTURER NUMBER LAMPS ITEM NUMBER
LUMENS
(LM)
LOAD
(WATTS) QTY.

L-1 2X4 LED LIGHTING LITHONIA LIGHTING OR
EQUAL 1 2VTS4 30L ADPT EZ1 LP835 3280 23.2 12
L-1
(EM)
2X4 LED LIGHTING
WITH BATTERY BACK UP FOR 90 MINUTES

LITHONIA LIGHTING OR
EQUAL 1
2VTS4 30L ADPT EZ1 LP835
( ILB CP10 HE AELR A ) 3280 23.2 7
L-2 WALL MOUNTED LIGHT FIXTURE ANP LIGHTING OR EQUAL 1 WFU522 41 E33UR22 41 GPU120 41 1050 100 13 L-3 LED DOWN LIGHT LITHONIA LIGHTING OR
EQUAL 1 LDN4 15LM L04 AR MVOLT 2007.0 19.0 16

LE EXIT LIGHT LITHONIA LIGHTING OR
EQUAL 1 LQM S W 3 R 120/277 EL N M6 - 0.9 4
HOMERUN WITH 3/4"C,
(2)#12 AWG & (1)#12 GND OR EQUAL (TYPICAL FOR ALL).

BRANCH CIRCUIT WITH 3/4"C,
(2)#12 AWG & (1)#12 GND OR EQUAL (TYPICAL FOR ALL).

LEGEND NOTES 0 8' 16' 24'
NORTH 1 1 1 1 1

GENERAL NOTES

1. LABELS ARE REQUIRED TO INDICATE WHETHER THE CONDUIT OR J-BOX CARRIES 120V OR 277V FOR DIFFERENT TYPES OF LAMPS.

PCC#1
05/09/2024

APPROVED

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024 Page 106 of 119

NOT IN CONTRACT NOT IN CONTRACT

NOT IN CONTRACT

1.1 1.2

1.3 1.3

1.2 1.4

1.6 1.7

1.6 1.5

2.0 2.3

2.4 2.3

2.1 2.8

3.2 3.4

3.3 2.9

2.4 1.8

3.7 4.4

4.8 4.6

3.9 3.0

2.1 4.6

5.8 6.4

6.0 4.9

3.6 2.5

5.2 6.6

6.9 5.6

3.9 2.7

5.1 6.5

7.2 6.8

5.5 3.9

2.6 4.5

5.5 6.0

5.7 4.7

3.4 2.4

3.5 4.2

4.5 4.2

3.6 2.7

2.0 2.6

3.0 3.1

3.0 2.6

2.1 1.6

1.8 2.1

2.2 2.1

1.9 1.6

1.3 1.3

1.5 1.6

1.5 1.4

1.2 1.0

1.1 1.2

1.2 1.2

1.1 1.0

0.9 7.4

2.0 2.0

1.9 1.9

2.1 2.1

2.2 2.3

2.4 2.6

2.5 2.6

3.0 3.2

3.4 3.2

3.2 3.9

4.4 4.7

4.4 3.9

5.0 5.9

6.3 5.8

4.5 5.9

7.2 7.7

7.0 4.7

6.3 7.8

7.5 4.5

5.9 7.2

7.6 6.9

3.9 4.9

5.8 6.1

5.7 3.2

3.8 4.3

4.5 4.3

2.6 2.9

3.2 3.3

3.1 1.9

2.2 2.4

2.4 2.3

1.7 1.8

1.9 1.9

1.8 1.6

1.6 1.7

1.7 1.6

1.4 1.5

1.6 1.7

1.6 1.5

1.5 1.6

1.7 1.8

1.8 1.6

1.6 1.8

1.9 2.0

2.1 2.1

1.8 2.0

2.3 2.5

2.6 2.5

2.2 1.8

2.1 2.5

2.9 3.2

3.3 3.3

2.9 2.1

2.4 3.0

3.7 4.3

4.5 4.3

3.7 2.6

2.8 3.7

4.8 5.7

6.0 5.6

4.6 3.2

3.1 4.2

5.7 7.0

7.4 6.8

5.4 3.6

3.2 4.4

6.0 7.5

8.0 7.3

5.7 3.8

3.1 4.2

5.6 6.9

7.3 6.7

5.3 3.6

3.7 4.7

5.5 5.9

5.5 4.4

3.1 3.0

3.6 4.1

4.3 4.1

3.5 2.5

2.3 2.7

3.0 3.2

3.1 2.7

2.0 1.8

2.1 2.3

2.3 2.3

2.1 1.7

1.4 1.6

1.8 1.8

1.7 1.2

1.9 2.3

2.6 2.7

2.5 2.4

3.0 3.3

3.5 3.2

3.1 3.9

4.5 4.7

4.2 3.9

5.1 6.1

6.3 5.4

4.6 6.2

7.5 7.7

6.6 4.8

6.6 8.0

7.0 4.5

6.1 7.4

7.6 6.5

3.8 5.0

5.9 6.1

5.4 3.0

3.8 4.4

4.5 4.1

2.3 2.8

3.1 3.3

3.1 1.8

2.1 2.3

2.4 2.1

1.7 1.9

1.8 1.7

1.1 1.5

8.3 8.3

1.3 1.3

1.4 1.5

1.5 1.4

1.2 1.6

1.8 2.0

2.1 2.1

1.9 1.7

1.4 2.0

2.4 2.8

3.0 3.0

2.7 2.3

1.8 2.4

3.1 3.9

4.3 4.3

3.8 3.0

2.3 3.0

4.0 5.1

5.9 5.8

5.0 3.8

2.8 3.3

4.6 6.0

7.1 7.0

5.9 4.4

3.1 3.3

4.7 6.2

7.3 7.2

6.1 4.5

3.1 3.1

4.2 5.5

6.3 6.3

5.4 4.1

2.9 2.7

3.5 4.3

4.9 4.8

4.2 3.3

2.5 2.3

2.8 3.2

3.5 3.5

3.1 2.6

2.1 1.8

2.2 2.4

2.6 2.5

2.3 2.0

1.7 1.5

1.7 1.9

1.9 1.9

1.8 1.6

1.4 1.4

1.5 1.6

1.6 1.5

1.4 1.3

1.3 1.4

1.4 1.4

1.4 1.3

1.2 1.3

1.4 1.4

1.3 1.2

1.4 1.5

1.6 1.6

1.5 1.4

1.3 1.7

1.8 1.9

1.9 1.8

1.6 1.4

2.1 2.3

2.5 2.5

2.3 2.0

1.7 2.8

3.2 3.4

3.3 3.0

2.5 2.0

3.6 4.3

4.7 4.6

4.0 3.2

2.5 4.4

5.5 6.3

6.2 5.3

4.0 2.9

5.1 6.5

7.5 7.4

6.2 4.6

3.2 5.2

6.8 7.6

6.3 4.7

3.2 4.8

6.4 7.1

6.6 5.6

4.2 2.9

3.9 5.0

4.4 3.4

2.5 2.9

3.6 3.3

2.6 2.1

2.1 2.7

2.5 2.0

1.1 1.7

7.8 2.9

3.7 4.7

5.6 5.8

5.3 4.4

3.3 2.3

1.6 1.2

3.2 4.3

5.7 6.9

7.3 6.6

5.2 3.7

2.6 1.8

1.3 3.3

4.6 6.2

7.5 7.1

5.5 3.9

2.7 1.9

1.3 3.3

4.4 5.8

7.0 7.4

6.6 5.2

3.7 2.6

1.8 1.3

3.0 4.0

5.0 5.7

5.9 5.4

4.3 3.3

2.3 1.7

1.3 4.2

4.3 4.0

3.4 2.9

3.0 2.9

2.6 2.0

2.1 2.0

1.9 1.4

1.5 1.4

1.3 1.0

1.0 1.0

1.0 7.9
L-1EM @ 9'
L-1EM @ 9'
L-1EM @ 9' L-1EM @ 9' L-1EM @ 9' L-1EM @ 9'
L-1EM @ 9' FILENAME: J:\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\ELECTRICAL\E301.DWG PLOT DATE/TIME: 4/25/2024 3:56 PM USER NAME: TIM NGUYEN

R E V I S I O N S
Project Manager:

Date:

Project Number:

Scale:

S H E E T N U M B E R
A.2307048 Sheet Title: Project:

P L U M P E N G I N E E R I N G I N C.
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835, F (714) 385-1834
www.peica.com

CONSULTING ENGINEERS

STRUCTURAL, MECHANICAL, PLUMBING,

ELECTRICAL, CIVIL, SURVEYING,
ARCHITECTURAL T H I S D E S I G N A N D D R A W I N G A R E F O R U S E O N T H E S P E C I F I C S I T E I N D I C A T E D A N D I S T H E E X C L U S I V E P R O P E R T Y O F P L U M P E N G I N E E R I N G I N C , A N D S H A L L N O T B E U S E D , D U P L I C A T E D O R A L T E R E D I N P A R T O R I N W H O L E W I T H O U T W R I T T E N A P P R O V A L O F P L U M P E N G I N E E R I N G , I N C . - C O P Y R I G H T 2 0 2 3 c A L L R I G H T S R E S E R V E D Stamp:
4/25/24 TENANT IMPROVEMENT FOR: NORCO SECURITY ASSEMENT 2870 Clark Ave Norco, CA 92860 8/03/2023
MG
EXP. 03/31/2024
E 21459 ADEL POURSHAR I F

BUILDING SUBMITTAL
01/11/2024

CLIENT REVIEW
01/11/2024 PHOTOMETRIC PLAN
PHOTOMETRIC PLAN 1 E301
1/8" =1'-0" 0 8' 16' 24'
NORTH
EMERGENCY - LOBBY 201

STATISTICS

DESCRIPTION
EMERGENCY - LOBBY 301
EMERGENCY - LOBBY 401
EMERGENCY - RECEPTION-1 302
EMERGENCY - WORK AREA 402

SYMBOL AVG MAX MIN MAX/MIN AVG/MIN

3.1 fc 7.4 fc 0.9 fc 8.2:1 3.4:1

3.7 fc 8.3 fc 1.1 fc 7.5:1 3.4:1

3.2 fc 7.8 fc 1.1 fc 7.1:1 2.9:1

4.2 fc 8.3 fc 1.5 fc 5.5:1 2.8:1

3.7 fc 7.9 fc 1.0 fc 7.9:1 3.7:1
Schedule
Symbol Label Quantity Manufacturer Catalog Number Description Number Lamps
Lumens
Per Lamps
Light Loss
Factor Wattage
EM

EM EM EM EM
EM
L-1EM 7 Lithonia Lighting 2VTL4 30L ADPT
LP835 E10WLCP 1 3222 0.54 23.24
2x4 VTL 3000 MOMINAL LUMENS, Curved
Linear Prismatic Diffuser w/ Trim Rings,
80CRI, 3500k 1 1
PCC#1
05/09/2024

APPROVED

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024 Page 107 of 119
FILENAME: Z:\PLUMP ENGINEERING, INC\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\ELECTRICAL\E400.DWG PLOT DATE/TIME: 4/25/2024 4:34 PM
USER NAME: FGCE-PC03 R E V I S I O N S Project Manager: Date: Project Number: Scale: S H E E T N U M B E R A.2307048 Sheet Title:

NORCO SECURITY ASSEMENT
2870 Clark Ave
Norco, CA 92860 8/03/2023 MG EXP. 12/31/2025 E 21459
ADEL
POURSHAR I F BUILDING SUBMITTAL 01/11/2024 CLIENT REVIEW 01/11/2024 LIGHTING SPECIFICATION E400 TYPE 'L-1' TYPE 'L-2' TYPE 'L-3' TYPE 'LE'

APPROVED

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024

Page 108 of 119 ends

FILENAME: J:\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\PLUMBING\2307048_P001 LEGEND AND NOTES.DWG PLOT DATE/TIME: 5/8/2024 10:40 AM USER NAME: DAVID GRIJALVA

R E V I S I O N S
Project Manager:

Date:

Project Number:

Scale:

S H E E T N U M B E R
A.2307048 Sheet Title: Project:

P L U M P E N G I N E E R I N G I N C.
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835, F (714) 385-1834
www.peica.com

CONSULTING ENGINEERS

STRUCTURAL, MECHANICAL, PLUMBING,

ELECTRICAL, CIVIL, SURVEYING,
ARCHITECTURAL T H I S D E S I G N A N D D R A W I N G A R E F O R U S E O N T H E S P E C I F I C S I T E I N D I C A T E D A N D I S T H E E X C L U S I V E P R O P E R T Y O F P L U M P E N G I N E E R I N G I N C , A N D S H A L L N O T B E U S E D , D U P L I C A T E D O R A L T E R E D I N P A R T O R I N W H O L E W I T H O U T W R I T T E N A P P R O V A L O F P L U M P E N G I N E E R I N G , I N C . - C O P Y R I G H T 2 0 2 3 c A L L R I G H T S R E S E R V E D Stamp:
5/08/24 TENANT IMPROVEMENT FOR: NORCO SECURITY ASSEMENT 2870 Clark Ave Norco, CA 92860 8/03/2023
MG
M41051

RA YMOND DUENA
S
EXP. 09/31/2024

BUILDING SUBMITTAL
01/11/2024

CLIENT REVIEW
01/11/2024 PLUMBING LEGEND, SYMBOLS AND GENERAL NOTES
P001

CAST IRON SOIL (NO HUB)

PIPE MATERIAL SCHEDULE

BELOW FLOOR

DRAINAGE

SANITARY

DRAINAGE

CONDENSATE
GAS

OUTSIDE

BELOW FLOOR

ABOVE FLOOR

OUTSIDE
INSIDE
INSIDE

DOMESTIC
SERVICE COPPER TYPE "M"

ABOVE FLOOR
MATERIAL COPPER TYPE "L" COPPER TYPE "K" BLACK STEEL (SCHED. 40) PIPE & FITTINGS POLYETHYLENE (PE) SCHEDULE 40 ABS DWV WATER
X
X
X
X
X
X

DOMESTIC WATER SYSTEM CALC

FIXTURE
NAME: WSFU
COMBINED TOTAL CW WSFU = 0.5 WSFU; TOTAL HW WSFU = 0 WSFU

SEWER SYSTEM CALCULATION
FIXTURE NAME: DFU TOTAL DFU
COMBINED TOTAL DFU = 0.5 DFU; 0.5 DFU @ EXISTING 4"Ø PIPE

0.5 WSFU @ 1/2"Ø PIPE (2 GPM)
TOTAL

CW WSFU
TOTAL

HW WSFU

ECW EXISTING COLD WATER

EG EXISTING GAS

EHW EXISTING HOT WATER SUPPLY

EHWR EXISTING HOT WATER RETURN

ED EXISTING DRAIN (INDIRECT)

ES EXISTING SANITARY SEWER

EV EXISTING SANITARY SEWER VENT

PRESSURE REDUCING VALVE

PRESSURE GAGE & GAGE COCK

SANITARY SEWER/WASTE
TEMPERED WATER (105 °F)

TRAP PRIMER COLD WATER
PG
SV
HB

SOLENOID VALVE

HOSE BIBB
RV
PRV
CV

RELIEF VALVE

CHECK VALVE
THV
SOV
GC

THROTTLING VALVE

SHUT OFF VALVE

GAS COCK
TPCW
G NATURAL GAS (8" WC)
TW
HWR
HW

HOT WATER RETURN

HOT WATER

CW COLD WATER
LEGEND
SYMBOL

D DRAIN (INDIRECT)

V VENT SANITARY
S/W

ABBREV DESCRIPTION

POC POINT OF CONNECTION

DIAMETER

RISE/DROP IN PIPE

ROOF DRAIN/OVERFLOW DRAIN

FLOOR DRAIN
FLOOR SINK FULL, 1/2 & 3/4 GRATE

CLEANOUT/WALL CLEANOUT

FCO/COTG FLOOR CLEANOUT/ CLEANOUT TO GRADE
CO/WCO
RD/OD
FS
FD

WHA WATER HAMMER ARRESTOR W/ACCESS PANEL
CODES

CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES
WHETHER INDICATED HEREIN OR NOT.
2022 CALIFORNIA FIRE CODE
2022 CALIFORNIA PLUMBING CODE.
2022 CALIFORNIA MECHANICAL CODE.
2022 CALIFORNIA BUILDING CODE.
2022 CALIFORNIA ENERGY CODE (CEC)
TITLE 19, CCR, PUBLIC SAFETY,

STATE FIRE MARSHAL REGULATIONS
TP
G
105°
D
ECW
EG
EHW
EHWR
ED
X
X

QUANTITY QUANTITY
POLYVINYL CHLORIDE (PVC) DWV SCH 40

DRAWING INDEX
P002
P001
SHEET NO. DESCRIPTION

PLUMBING LEGEND, SYMBOLS AND GENERAL NOTES
P101

PLUMBING SPECIFICATIONS

PIPE HANGERS
PIPE

MATERIAL

HANGER SPACING FOR PIPE SIZES
1/2" TO 3/4" 1" TO 1-1/2" 2" TO 2-1/2"
STEEL 6 FT.

COPPER 5 FT.

PLASTIC 4 FT.

PIPE SIZE (IN.)
3/4" TO 2"
2-1/2" TO 3"
MIN. ROD DIA. (IN.)
3/8"
1/2"
ROD DIA. (IN.)
3/8"
1/2"
MAX. LOAD (LB.)
500
1000
5/8" 1700

SUPPORTS OR HANGERS SHALL BE LOCATED ADJACENT TO FITTINGS AND IN ADDITION TO ABOVE HANGERS, PIPING

SHALL BE SUPPORTED AT EACH OFFSET OR CHANGE OF DIRECTION, AT ENDS OF BRANCHES, AT THE BASE OF RISER PIPES AND ALONG PIPING AS REQUIRED TO PREVENT SAGS, BENDS OR VIBRATION. 8 FT.
6 FT.
4 FT.
10 FT.
8 FT.
4 FT.

FABRICATE HANGER RODS FROM THREADED HOT ROLLED STEEL CONFORMING TO ASTM A107. USE COPPER PLATED HANGER ROD AND BOLTS WHEN CONNECTING TO COPPER PLATED HANGERS.

INCREASE HANGER RODS SUPPORTING TRAPEZE HANGERS IN SIZE AS REQUIRED TO HANDLE ADDED WEIGHT OF MULTIPLE PIPES. WHEN TRAPEZE HANGERS ARE USED FOR MULTIPLE PIPES, EACH PIPE SHALL BE INDIVIDUALLY CLAMPED OR GUIDED AT EACH TRAPEZE HANGER. LOADING PER HANGER ROD SHALL NEVER EXCEED THE FOLLOWING.

WHERE SPRING HANGERS ARE REQUIRED, SUPPORT ONLY ONE PIPE FROM A HANGER OR TRAPEZE HANGER. --- ---

HANGER ROD DATA
X
X

BRANCH PIPE SIZING CHART
PIPE SIZE 1
2" 3
4" 1" 1 1
4" 1 12 " 2"
GPM 2.1 5.8 12 21 32 64
F.U. (F.V.) 0 0 0 7 25 132
F.U. (F.T.) 2 8 20 39 78 254
H.W. (F.U.) 2 8 16 28 46 119
130
329
455
245
2 1
2 "

GENERAL NOTES

21. ALL HOT WATER PIPING TO BE INSULATED PER 2022 CALIFORNIA PLUMBING CODE.

EQUIPMENT. PROVIDE ACCESS DOOR (COORDINATED WITH ARCHITECT) WHEN LOCATION FALLS

20. PROVIDE LINE SIZE SHUT OFF VALVE ON ALL BRANCHES SERVING MORE THAN TWO PIECES OF ABOVE A HARD CEILING.

VALVES, ETC. TO ARCHITECT/ENGINEER FOR REVIEW AND PRIOR TO INSTALLATION OF WORK.

15. CONTRACTOR SHALL PROVIDE A COMPLETE PLUMBING SUBMITTAL FOR ALL PIPING, EQUIPMENT,

14. CONTRACTOR SHALL CONTACT PLUMBING INSPECTOR FOR REVIEW OF DRAWINGS PRIOR TO START THE FOLLOWING REQUIREMENTS:
(1) MAXIMUM FLOW RATE: 0.4 GALLONS PER MINUTE (GPM).

CONNECTIONS SHALL BE PROVIDED WITH LINE-SIZE SHUT-OFF VALVES. a. LAVATORIES IN PUBLIC RESTROOMS SHALL HAVE HOT WATER CONTROLS THAT COMPLY WITH

17. WATER CONSERVATION FOR PLUMBING FIXTURES SHALL BE IN ACCORDANCE WITH THE CITY OF

ALL WATER PIPING LOCATED ABOVE CEILING, REQUIRING TEMPORARY OR PERMANENT CAPPED

16. DURING CONSTRUCTION, PROVIDE MECHANICAL PLUGS IN OPEN DRAINS TO PREVENT DAMAGE.

REVIEW BY ARCHITECT/ENGINEER.

10. PROVIDE AND INSTALL CHROME PLATED ANGLE STOPS AT ALL FIXTURES.

PRIOR TO ORDERING EQUIPMENT.

ARCHITECTURAL DRAWINGS.

5. SEE ARCHITECTURAL DRAWINGS FOR SCOPE AND EXACT PLUMBING FIXTURE LOCATIONS AND QUANTITIES.

9. HANDICAPPED PLUMBING FIXTURES SHALL BE MOUNTED AT REQUIRED HEIGHTS AND WITH ALL RELATED ACCESSORIES AS REQUIRED BY THE CITY OF LA HABRA, AND AMERICANS WITH DISABILITIES ACT (ADA).

11. COORDINATE ELECTRICAL CHARACTERISTICS OF EQUIPMENT WITH ELECTRICAL SCOPE OF WORK

12. CONTRACTOR SHALL PROVIDE COMPLETE AS-BUILT DRAWINGS AT THE COMPLETION OF PROJECT FOR

13. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS/APPROVALS REQUIRED TO COMPLETE WORK.

8. PROVIDE ACCESS PANELS IN WALLS FOR SHUT-OFF VALVES, TRAP PRIMERS AND WATER HAMMER ARRESTERS.

CONTRACTOR IS ADVISED THAT ITEMS REQUIRING ACCESS SHALL NOT BE LOCATED ABOVE THE AREAS OF GYPSUM BOARD CEILING WITHOUT CONSENT OF ARCHITECT. COORDINATE ACCESS PANEL LOCATIONS WITH

18. ALL LAVATORY FAUCETS SHALL BE PROVIDED WITH CODE-APPROVED FLOW RESTRICTORS. (2) MAXIMUM OUTLET TEMPERATURE: 120 DEGREES F.

7. LA HABRA:

OF ANY WORK.

6. 22.

ALL WORK SHALL BE IN STRICT ACCORDANCE WITH, BUT NOT LIMITED TO, THE STATE OF CALIFORNIA, CITY OF NORCO, RIVERSIDE COUNTY AND AUTHORITIES HAVING JURISDICTION.

1. PLUMBING DRAWINGS AND LAYOUTS ARE DIAGRAMMATIC TO SHOW DESIGN INTENT AND FINISHED CONDITIONS.

CONTRACTOR SHALL COORDINATE PIPING WITH EXISTING CONDITIONS. IF FIELD CONDITIONS DIFFER SIGNIFICANTLY

FROM THOSE SHOWN ON THE DRAWINGS AND EFFECT PLUMBING WORK, INFORM ARCHITECT IMMEDIATELY BEFORE PROCEEDING WITH THAT AREA.

2. PRIOR TO BIDDING, CONTRACTOR TO VISIT SITE AND VERIFY FIELD CONDITIONS, DIMENSIONS, SPACING AND ROUTING OF ALL PLUMBING PIPING. ANY DISCREPANCIES WITH FIELD CONDITIONS AND THESE DOCUMENTS ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR IMMEDIATE RESOLUTION. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES FOR CLEARANCES PRIOR TO THE START OF WORK.

3. CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES CONNECTION REQUIREMENTS PRIOR TO START OF WORK.

4. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL HAVE ISOLATING VALVES ON WATER SUPPLY LINES.

ALL REQUIRED CLEANOUTS SHALL BE INSTALL AS PER SECTIONS OF THE 2022 CALIFORNIA PLUMBING CODE.

SLOPE FOR DRAINAGE AND BUILDING SEWER SHALL BE 2%.

EACH VENT SHALL RISE VERTICALLY TO A POINT NOT LESS THAN SIX (6) INCHES IN HEIGHT ABOVE THE FLOOD LEVEL RIM OF THE FIXTURE BEFORE BEING CONNECTED TO ANY OTHER VENT.

FLAT VENTS (i.e. HORIZONTAL VENTS BELLOW THE FLOOD RIM OF THE FIXTURE) SHALL NOT BE ALLOWED FOR PLUMBING FIXTURES THAT ARE WITHIN TRAP ARM DISTANCE OF THE WALLS.

NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO THE METHOD SET IN THE 2022 CALIFORNIA PLUMBING CODE.

HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED.

THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES.

THE FORCE REQUIRED TO ACTIVATE FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE NO GREATER THAN 5 LBF.

THE PLUMBING CONTRACTOR SHALL CONFORM WITH THE 2022 CALIFORNIA PLUMBING CODE FOR TESTING OF DRAIN, WASTE, VENT, DOMESTIC WATER AND GAS PIPING.

23. 24.

25. 26.

27. 28.

29. 30.

ALL WATER PIPING LOCATED ABOVE CEILING, REQUIRING TEMPORARY OR PERMANENT CAPPED CONNECTIONS SHALL BE PROVIDED WITH LINE-SIZE SHUT-OFF VALVES.

ALL CLEANOUTS SHALL BE ACCESSIBLE AND INSTALLED PER 2022 CALIFORNIA PLUMBING CODE IN ADDITION, PROVIDE CLEANOUTS AT EACH LAV./SINK.

19. WATER PIPING ABOVE SLAB SHALL BE TYPE "L" COPPER. HOT WATER PIPING SHALL BE INSULATED WITH 1" THICK INSULATION INTENDED FOR BURIAL IN CONCRETE.

PLAN CHECK NOTES

1. WET VENT SERVING WATER CLOSETS SHALL BE 2 1/2" MINIMUM.

2. IN ORDER TO MAINTAIN SLOPE OF HORIZONTAL DRAINAGE PIPING, DOUBLE COMBINATION FITTING IS NOT PERMITTED TO INSTALL IN HORIZONTAL POSITION. AS AN ALTERNATIVE, TWO COMBINATION WYE & 1/8 BEND FITTINGS MAY BE USED.

3. EACH PLUMBING VENT SHALL TERMINATE NOT LESS THAN TEN (10) FEET FROM OR A LEAST THREE (3) FEET ABOVE ANY WINDOW, DOOR, OPENING OR AIR INTAKE.

4. PROPOSED ALTERATION OR IMPROVEMENT REQUIRES ALL NON-COMPLIANT FIXTURES TO BE REPLACED WITH WATER CONSERVING PLUMBING FIXTURES.

5. WATER SUPPLY AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE BE CONFIGURED TO PROTECT AGAINST CONTACT. PROTECTORS, INSULATORS, OR BOTH SHALL COMPLY WITH ASME A112.18.9.

6. NO MORE THAN ONE THIRD (1/3) OF THE TOTAL PERMITTED LENGTH, PER 2022 CALIFORNIA PLUMBING CODE, OF ANY MINIMUM SIZED VENT SHALL BE INSTALLED IN A HORIZONTAL POSITION.

7. PUBLIC LAVATORIES SHALL HAVE A WATER TEMPERING DEVICE THAT COMPLIES WITH ASSE 1070 OR CSA B125.3.

WATER HEATER THERMOSTAT SHALL NOT BE CONSIDERED A CONTROL TO MEET THIS PROVISION.

8. WATER PRESSURE SHOCK ARRESTORS (WATER HAMMERS) SHALL BE INSTALLED AS CLOSE AS POSSIBLE T QUICK- ACTING VALVES AT THE END OF LONG PIPE OR NEAR BATTERIES OF FIXTURES OR BOTH.

9. WATER PIPING SUPPLYING MORE THAN ONE BUILDING ON ANY PREMISE SHALL BE EQUIPPED WITH A SEPARATE FULL WAY VALVE TO EACH BUILDING.

10. INSULATION OF DOMESTIC HOT WATER PIPING SHALL BE IN ACCORDANCE WITH 2022 CALIFORNIA PLUMBING CODE.

11. WET VENT SERVING WATER CLOSETS SHALL BE 2 1/2" MINIMUM IN ACCORDANCE WITH 2022 CALIFORNIA PLUMBING CODE.

PLUMBING PIPING FLOOR PLANS

SANITARY VENT INSIDE X X

SCOPE OF WORK

PLUMBING ENGINEERING AND CONSTRUCTION DOCUMENTS FOR NEW DRINKING FOUNTAIN INCLUDING WATER AND WASTE FOR TENANT IMPROVEMENT IN THE FACILITY.

DRINKING FOUNTAIN 1 0.5 0.5 0
P100 PLUMBING SITE PLAN
DRINKING FOUNTAIN 1 0.5 0.5
2022 CALIFORNIA ELECTRICAL CODE
FLOOR DRAIN 0 2 0
FLOOR SINK 0 3 0

DRINKING FOUNTAIN DATA

APPROVED

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024 Page 109 of 119
FILENAME: J:\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\PLUMBING\2307048_P002 & P200.DWG PLOT DATE/TIME: 5/8/2024 10:41 AM USER NAME: DAVID GRIJALVA

R E V I S I O N S
Project Manager:

Date:

Project Number:

Scale:

S H E E T N U M B E R
A.2307048 Sheet Title: Project:

P L U M P E N G I N E E R I N G I N C.
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835, F (714) 385-1834
www.peica.com

CONSULTING ENGINEERS

STRUCTURAL, MECHANICAL, PLUMBING,

ELECTRICAL, CIVIL, SURVEYING,
ARCHITECTURAL T H I S D E S I G N A N D D R A W I N G A R E F O R U S E O N T H E S P E C I F I C S I T E I N D I C A T E D A N D I S T H E E X C L U S I V E P R O P E R T Y O F P L U M P E N G I N E E R I N G I N C , A N D S H A L L N O T B E U S E D , D U P L I C A T E D O R A L T E R E D I N P A R T O R I N W H O L E W I T H O U T W R I T T E N A P P R O V A L O F P L U M P E N G I N E E R I N G , I N C . - C O P Y R I G H T 2 0 2 3 c A L L R I G H T S R E S E R V E D Stamp: TENANT IMPROVEMENT FOR: NORCO SECURITY ASSEMENT 2870 Clark Ave Norco, CA 92860 8/03/2023
MG
M41051 RA YMOND DUENA S
EXP. 09/31/2024

BUILDING SUBMITTAL
01/11/2024

CLIENT REVIEW
01/11/2024 PLUMBING SPECIFICATIONS
P002
STRUCTURE BY A 1/8" THICK FELT PAD WRAPPED AROUND PIPING.

LESS THAT 150 PSIG AND TEMPERATURE IS LESS THAT 150 DEGREES F.

A. FOR LAVATORIES AND SINKS, EXCEPT SERVICE SINKS, SHALL BE CHROME PLATE CAST BRASS, L.A.

PATTERN WITH BRASS NUTS. PROVIDE TRAP INSULATORS AS REQUIRED BY HANDICAPPED CODE.

INSULATORS SHALL BE PRE-FORMED, WRAPPING IS NOT ACCEPTABLE.

A. SMITH #5000 SERIES STAINLESS STEEL.

A. REFER TO FIXTURE SCHEDULE ON PLUMBING DRAWINGS.

A. HOT WATER AND HOT WATER RETURN PIPING: FURNISH AND INSTALL 1" THICK FIBERGLASS PIPE INSULATION WITH PREFORMED INSULATION FITTINGS.

A. INSPECT AREA OF INSTALLATION AND STATUS OF RELATED WORK.

B. MEASURE WORK IN PLACE: DIMENSIONS CRITICAL TO INSTALLATION, INCLUDING LEVEL AND PLUMB.

C. REPORT CONDITIONS PREVENTING PROPER EXECUTION.

D. DO NOT PROCEED IN AREAS ADVERSELY AFFECTED UNTIL DEFICIENCIES ARE CORRECTED.

3.02 PREPARATION, LAYOUT AND DETAILING
A. VERIFY ALL SPACES, DIMENSIONS, LOCATIONS, CONDITIONS, ETC., REQUIRED FOR INSTALLATION OF ALL PLUMBING AND RELATED WORK, ASSUME FULL RESPONSIBILITY THEREOF.

B. OBTAIN ALL NECESSARY ROUGH-IN DATA AND DIMENSIONS FOR ALL FIXTURES, EQUIPMENT, OWNER FURNISHED EQUIPMENT, AND EQUIPMENT FURNISHED UNDER OTHER SECTIONS.

C. EARTH OR GRAVEL COVER OVER UNDER-FLOOR LINES SHALL BE 4" MINIMUM.

D. NO EXPOSED PIPES OR CONDUIT WILL BE PERMITTED TO SHOW ON INTERIOR OF BUILDING IN ANY FINISHED ROOM. WHERE THIS WOULD OCCUR, EXPOSED PORTION SHALL BE FURRED OR CASED WHEN NOT ADJACENT TO THE WALL.

E. NO UNDERGROUND LINE SHALL BE INSTALLED LESS THE TEN INCHES AWAY FROM ANY F. MAINTAIN AMPLE HEADROOM, CLEARANCES AND ACCESSIBILITY. INTERFERENCES BETWEEN

WORK OF VARIOUS TRADES WILL BE RESOLVED BY THE ARCHITECT WHOSE DECISION WILL BE FINAL. RELOCATE OR OFFSET ANY WORK AS REQUIRED TO ACCOMMODATE WORK OF OTHER TRADES, ALL AT NO ADDITIONAL COST TO OWNER. MAINTAIN CEILING HEIGHTS TO AVOID EXCESSIVE FURRING REQUIREMENTS.

G. IF NOT EXACTLY LOCATED ON DRAWINGS, OBTAIN LOCATIONS OF FIXTURES, EQUIPMENT, APPLIANCES, ETC. FROM ARCHITECT. NO TOLERANCE WILL BE ALLOWED.

A. PROCEED WITH ROUGH-IN AS RAPIDLY AS CONSTRUCTION WILL PERMIT. FIT ALL PIPING WITHIN AVAILABLE SPACES USING FITTINGS, OFFSETS, HANGERS, ETC. AS REQUIRED TO ACCOMPLISH THIS RESULT. NOTIFY ARCHITECT AND OWNER WHEN ROUGH-IN IS COMPLETE SO THEY MAY INSPECT AND VERIFY LOCATIONS OF ALL ROUGH-INS, STUB-UPS, ETC., PRIOR TO CLOSING IN OF WALLS OR POURING OF CONCRETE FLOORS.

A. ALL PIPING SHALL BE RUN CONCEALED IN FINISHED ROOMS. IN OTHER ROOMS WHERE PIPING

RUN IS EXPOSED, PLACE IN UNIMPORTANT AND OUT-OF-WAY PLACES, AND AS ACCEPTED BY B. ALL VERTICAL PIPES SHALL BE PLUMB, GRADE HORIZONTAL PIPES TO UNIFORM SLOPES AS

REQUIRED, WHERE TWO OR MORE PIPE RUNS ARE PLACED TOGETHER, RUN PARALLEL TO EACH C. ALL PIPING SHALL BE INSTALLED EITHER PARALLEL OR AT RIGHT ANGLES TO BUILDING WALLS.

D. REMOVE FOREIGN MATERIAL FROM ALL PIPES, VALVES, AND FITTINGS. WHENEVER PIPES ARE

CUT FOR CAULKING OR SCREWED FITTINGS, CAREFULLY REAM OUT AND CLEAN OFF ALL BURRS, CHIPS, E. PROVIDE SHUT-OFF VALVES AT ALL FIXTURES, WHERE INDICATED ON THE DRAWINGS, AND WHERE REQUIRED FOR PROPER CONTROL OF THE SYSTEM. PROVIDE SHUT-OFF VALVES AT THE PIPING CONNECTIONS TO ALL EQUIPMENT CONTROLS. WHERE VALVES ARE LOCATED IN CONCEALED

PIPING, FURNISH AND INSTALL METAL ACCESS PANELS OF SUITABLE SIZE AND OF THE TYPE F. UNLESS FLANGES ARE INDICATED, A UNION SHALL BE INSTALLED AT BYPASSES AND EQUIPMENT

CONNECTION ADJACENT TO ALL VALVES AND ELSEWHERE AS INDICATED OR REQUIRED FOR EASE OF INSTALLATION AND SERVICING. UNDER NO CIRCUMSTANCES SHALL UNIONS BE INSTALLED IN INACCESSIBLE LOCATIONS.

G. INSTALL APPROVED DIELECTRIC UNIONS WHEN JOINING DISSIMILAR METALS. USE OF COUPLINGS WILL NOT BE PERMITTED.

H. MAKE SUITABLE PROVISIONS FOR MAXIMUM EXPANSION AND CONTRACTION OF ALL PIPING .

PROVIDE SWING JOINTS FITTINGS AND ANCHORS AS REQUIRED.

I. FURNISH AND INSTALL WATER HAMMER ARRESTORS ON BOTH THE HOT AND COLD WATER PIPE.

INSTALL IN UPRIGHT POSITION AT QUICK CLOSING VALVES AND FIXTURES, ETC. AS REQUIRED.

LOCATE BEHIND ACCESS PANEL WHEN LOCATED IN CONCEALED AREAS.

J. PIPES PASSING THOUGH CONCRETE OR MASONRY WALLS OR PARTITION SHALL BE RUN THROUGH RUST-PROOF SLEEVES. SLEEVES THROUGH WATERPROOFED SURFACES SHALL BE CAST IRON AND CAULKED WATERTIGHT IN AN APPROVED MANNER. SPACE BETWEEN SLEEVES AND PIPES IN

OTHER WALLS OR PARTITIONS SHALL BE PACKED TIGHT WITH DENSE FIBERGLASS, OR OTHER APPROVED MATERIAL. ANY HOLES REQUIRED AFTER CONCRETE IS POURED SHALL BE CORED K. PIPES PASSING THROUGH CEILINGS AND STUD WALLS SHALL BE RUNTHROUGH SPERZEL CRETE L. EXPOSED PIPING SHALL BE EQUIPPED WITH CAST BRASS, SPLIT HINGED HROME PLATED ESCUTCHEON PLATES, LOCKED IN PLACE WITH SET SCREWS. WHERE COVERING OCCURS, USE LONG SCREWS THROUGH COVERING.

M. JOINTS IN COPPER LINES SHALL BE THOROUGHLY CLEANED WITH SANDPAPER, FLUXED, AND LINED

1. 2 1/2 " AND SMALLER: USE 95-5 SILVER SOLDER WHERE PRESSURE IS N. EXPOSED PLATED, POLISHED OR ENAMELED CONNECTIONS FOR FIXTURES SHALL SHOW NO TOOL O. VALVES, TRAPS, AND OTHER APPARATUS SHALL BE INSTALLED IN EASILY ACCESSIBLE Q. WATER LINES SHALL BE RUN FROM POINT OF CONNECTION AT MAIN TO ALL FIXTURES, EQUIPMENT AND OUTLETS AS REQUIRED FOR COMPLETE INSTALLATION. CONNECT HOT WATER LINES TO HOT WATER HEATERS AS SHOWN ON DRAWINGS. EXTEND HOT WATER SERVICES TO ALL FIXTURES, QUIPMENT AND OUTLETS AS INDICATED ON DRAWINGS. HOT WATER LINES SHALL GRADE UPWARD FROM THE SOURCE OF SUPPLY. EXERCISE CARE TO PREVENT AIR TRAPS IN THE HOT WATER SYSTEM. INSULATE AS REQUIRED BY GOVERNING CODES.

R. CAST IRON PIPE JOINTS:

1. CAULKED JOINTS SHALL BE MADE WITH HEMP PACKING AND SOFT PIG LEAD. JOINTS SHALL BE RUN FULL AT ONE POURING AND CAULKED SOLID FLUSH WITH HUB. HEMP

PACKING FOR SEALED JOINTS SHALL BE OF LONG FIBERS OF BEST QUALITY JUTE, WOVEN IN TO STRANDS AND KEPT CLEAN ON COVERED BALES UNTIL USED.

2. NO HUB JOINTS ARE PERMITTED IF APPROVED BY LOCAL UTHORITIES. USE STAINLESS STEEL BANDS ABOVE GRADE AND TYPE MG BELOW GRADE.

3. VITRIFIED PIPE JOINTS SHALL BE MADE WITH WEDGELOCK FITTINGS.

S. ACCESS BOXES SHALL BE PROVIDED AND INSTALLED WHERE INDICATED ON DRAWINGS AND

OVER ALL CONCEALED EQUIPMENT SUCH AS VALVES, TRAP PRIMERS, WATER HAMMER RESTOR, ETC., OF SUITABLE SIZE FOR SERVICE INTENDED, MINIMUM 10 X 10.

T. INSTALL CLEANOUTS AT ALL BENDS, ANGLES AND ENDS OF ALL WASTE AND SEWER PIPING AND WHERE NOTED ON DRAWINGS. ALL CLEANOUTS SHALL BE BROUGHT TO GRADE AND IN ALL CASES SHALL BE ACCESSIBLE. CLEANOUTS SHALL NOT BE LOCATED UNDER OR BEHIND FIXTURES, UNLESS ACCESSIBLE. VERIFY WHERE CLEANOUTS WILL BE CONSIDERED ACCESSIBLE. ALL CLEANOUTS THREADS SHALL BE THOROUGHLY GREASED WHEN INSTALLED.

U. CHANGE IN LINE SIZES SHALL BE MADE WITH REDUCING FITTINGS. NO BUSHINGS SHALL BE W. CUT THREADS ON PIPE WITH CLEAR SHARP DIES, FULL THICKNESS OF DIE. MAKE JOINTS IN ALL SCREWED PIPE WITH APPROVED PIPE COMPOUND, COMPLETELY COVERING MALETHREAD.

X. PIPE SUPPORTS: PROVIDE PIPE HANGERS AND HANGING RODS AS REQUIRED TO FULLY SUPPORT PIPES AND WEIGHT OF MATERIALS CARRIED. SUBMIT SCHEDULE OF RODS, PIPE SIZES, AND SUPPORTING BRACKETS.

Y. WATER LINES: SECURELY ATTACH TO WALLS, STUDS, ETC. ISOLATE ALL SUCH PIPING FROM THE G. VICTAULIC COUPLINGS MAY BE USED WHERE PERMITTED BY CODE.

1.05 CODE PERMITS, FEES AND ACCEPTANCES
C. RECORD DRAWINGS SHALL BEAR STAMP IMPRINTS AND SIGNATURES INDICATING

2. OBTAIN ARCHITECTS ACCEPTANCE OF ALL SYSTEMS AND OPERATIONS.

B. WORKSMANSHIP: EMPLOY WORKMEN SKILLED IN THE VARIOUS TYPES OF WORK TO SCHEDULE ALL CONSTRUCTION FOR THE PROJECT, AT NO ADDITIONAL COST.

A. PROCEDURES FOR REQUESTING SUBSTITUTION ARE SPECIFIED IN GENERAL CONDITIONS.

A. ALL INFORMATION REQUIRED TO INDICATE COMPLIANCE OF SYSTEM WITH DESIGN CRITERIA AND OTHER CONTRACT REQUIREMENTS.

B. COORDINATION WITH STRUCTURAL ELEMENTS, CEILING SYSTEM, LIGHTING FIXTURES, C. MANUFACTURER/SUPPLIER PRODUCT SPECIFICATIONS AND INSTALLATIONS INSTRUCTIONS.

D. MANUFACTURER/SUPPLIER CERTIFICATES ATTESTING THAT PRODUCTS FURNISHED

1. PRIOR TO ACCEPTANCE FURNISH OWNER WITH SUCH SETS OF OPERATION AND MAINTENANCE MANUALS AS ARE REQUIRED BY OTHER SECTIONS. PROVIDE VALVE LEGEND, TABLE OF A. SUPERVISION: PERFORM THE WORK UNDER THE CONTINUOUS SUPERVISION OF A COMPETENT

SUPERINTENDENT AND/OR FOREMAN CAPABLE OF UNDERSTANDING THE CONTRACT DOCUMENT AND IMPLEMENTING THEIR REQUIREMENTS. DO NOT CHANGE SUPERVISOR WITHOUT ACCEPTANCE

3. CONTRACTOR SHALL INCLUDE ALL REQUIRED TIME TO MEET WITH OWNER'S REPRESENTATIVE IN HIS THEIR ACCEPTABILITY TO BUILDING AUTHORITIES.

1.11 PROTECTION OF WORK AND PROPERTY
A. PROVIDE AS SPECIFIED IN OTHER SECTIONS.

2. PIPE AND FITTINGS.

HVAC OUTLETS, DUCTWORK.

3. SUBMIT DATED, CERTIFIED REPORTS REQUIRED TESTS.

4. SUBMIT COMPLETE DRAWINGS FOR FINAL REVIEW.

1. FIXTURES, PIPING, VALVES, FLOOR SINK.

COMPLY WITH STANDARDS SPECIFIED/REFERENCED HEREIN.

A. PROVIDE AS REQUIRED BY GENERAL CONDITIONS.

B. PROVIDE/MAINTAIN SHOP DRAWINGS FOR WORK OF THIS SECTION.

1.10 RECORD DOCUMENTS
B. PRODUCT DATA.

C. PERFORM WORK AS SPECIFIED.

DRAWINGS/PRODUCT DATA.

A. AS SPECIFIED IN OTHER SECTIONS.

1. SCHEDULE SUBMITTALS.

D. REPLACE WORK NOT CONFORMING TO REVIEWED/ACCEPTED SHOP E. REPLACE WORK NOT CONFORMING TO CONTRACT REQUIREMENTS.

2. PROVIDE PROGRESS SCHEDULE DATES

2. DRAWINGS SHALL INDICATE FOLLOWING.

1. COMPLY WITH PERTINENT PROVISIONS OF OTHER SECTIONS.

1.09 SUBMITTALS

1.08 SUBSTITUTION
A. SHOP DRAWINGS.

1.07 SCHEDULING

1. DEFINED IN OTHER SECTIONS

2. COMPLY WITH CODES.

3. COMPLY FULLY WITH FIRE DEPARTMENT REQUIREMENTS.

1. PROVIDE FOR THE WORK OF THIS SECTION AS REQUIRED.

2. OBTAIN AND PAY FOR PERMITS FOR WORK OF THIS SECTION.

CONTENTS, AND ALL WARRANTIES.

OF SUBSTITUTION BY ARCHITECT.

WORK BEING PERFORMED.

1.06 QUALITY ASSURANCE
A. CODES.

B. PERMITS AND FEES.

C. ACCEPTANCES.

C. FINISHED WALLS: SMITH #4532 WITH ROUND CHROME PLATED ORSTAINLESS STEEL D. CLEANOUT PLUGS SHALL BE EXTRA HEAVY BRONZE PLUGS.

A. WALLS: STAINLESS STEEL FACE IN TILE WALLS. USE BONDERIZED PRIME COATED STEEL FACE AND WITH ALLEN LOCK IN WALLS OF OTHER FINISHED ROOMS.

B. CEILINGS: USE WITH BONDERIZED PRIME COATED STEEL FACE AND ALLEN LOCK IN WALLS OF OTHER FINISHED ROOMS.

C. FLOORS: SMITH #4910 WITH POLISHED ALUMINUM ALLOY OR NICKEL BRONZE NON-SKID TOP IN FINISHED ROOMS. USE SMITH #4910 WITH PLAIN ALUMINIUM OR NICKEL BRONZE NON SKID TOP IN UNFINISHED ROOMS. USE SMITH #4920 FOR FLOORS COVERED WITH TILE.

2.08 ACCESS BOXES
ACCESS PATE AND SCREW.

USED.

SUITABLE FOR 200 DEGREES HOT WATER.

1. GATE VALVES: SOLID WEDGE DISC, RISING STEM. NON RISING STEM MAY BE USED ONLY WHERE THERE IS INSUFFICIENT CLEARANCE.

A. 3" AND SMALLER: CRANE #428 (RISING STEM)

2. GLOBE VALVES: REPLACEABLE COMPOSITION DISC
A. 2" AND SMALLER: CRANE #7, BRONZE, SCREWED.

A. 3" AND SMALLER: CRANE #37, BRONZE, SCREWED, SWING CHECK TYPE.

A. 2" AND SMALLER: CRANE #250. BRONZE, SCREWED.

A. 3" AND LARGER: CRANE #988, SCREWED.

6. PRESSURE REGULATORS: MUELLER H-9000, WILKINS SERIES 500. INSTALL WITH BRASS STRAINER UPSTREAM OF REGULATOR.

7. PARTITION STOP VALVES: CHICAGO FAUCET # 1771, LOOSE KEY TYPE.

A. FLASH ALL PIPES PASSING THROUGH ROOF WITH SEMCO #1100-4 SEAMLESS FOUR

POUND FLASHING WITH STEEL REINFORCED VARIPITCH BOOT AND CAST IRON A. WATER PIPING: FEE AND MASON #199 ADJUSTABLE SPLIT RING HANGERS WITH SUPPORTING RODS.

PROVIDE SEMCO SERIES #100 OR #500 TRISOLATORS.

B. SOIL AND WASTE PIPING: FEE AND MASON #199 ADJUSTABLE SPLIT RING HANGERS WITH SUPPORTING RODS. USE FEE AND MASON #241 RISER CLAMPS AT EACH FLOOR AND AS REQUIRED.

A. EXTERIOR: SMITH #4253 WITH X.H. CAST IRON TOP IN CONCRETE AREAS.

IN NONSURFACED OR BLACKTOP AREAS INSTALL WITH RING OF CONCRETE 6" BELOW SURFACE.

SMITH #4223 WITH ROUND CAST IRON TOP IN UNFINISHED ROOM FLOORS. CLEANOUTS

SHALL BE FLUSH WITH FLOOR TYPE WITH ADJUSTABLE WATER-TYPE COVER, HAVING

INTEGRAL ANCHORING FLANGE AND CLAMPING COLLAR WHEN WATERPROOFING B. FLOORS: SMITH #4023 WITH ROUND NICKEL BRONZE TOP IN FINISHED ROOM FLOORS.

2.05 FLASHING

2.06 PIPE HANGERS

2.07 CLEANOUTS
MEMBRANE IS USED.

COUNTERFLASHING SLEEVE.

H. VALVES SHALL CONFORM TO THE FOLLOWING:

3. CHECK VALVES:

5. STRAINERS:

4. GAS COCKS:

LOCATIONS.

MARKS.

DRILLED.

SLEEVE.

AS FOLLOWS:

1.00 APPLICABLE PROVISIONS OF GENERAL CONDITIONS APPLY TO THE WORK OF THIS SECTION.

A. NOTE THAT THE WORK OF THIS SECTION MAY BE INDICATED ON ANY OF THE CONTRACT F. WORK INDICATED ON DRAWINGS BUT NOT MENTIONED IN SPECIFICATIONS, OR VISE VERSA,

SHALL BE PERFORMED THE SAME AS IF SPECIFICALLY MENTIONED OR INDICATED IN BOTH

INCLUDES OBTAINING AND PAYING FOR PERMIT FOR THE INSTALLATION OF THE SEPTIC A. ADMINISTRATIVE REQUIREMENTS: WORK COVERED BY CONTRACT DOCUMENTS; SITE D. SHOP DRAWINGS, PRODUCT DATA AND SAMPLES: DRAWINGS; MATERIAL LIST; CATALOG I. CONTRACT CLOSEOUT: FINAL CLEANUP; WARRANTIES; RECORD DOCUMENTS; OPERATION AND B. VERIFY LOCATION OF CONNECTIONS TO EXISTING WASTE, WATER AND GAS LINES. VERIFY B. ALL SOIL, WASTE, VENT AND SANITARY DRAINAGE PIPING INSIDE OF BUILDING AND.EXTERIOR OF C. ALL DOMESTIC HOT AND COLD WATER INSIDE OF BUILDING AND EXTERIOR OF BUILDING TO SITE LOCATIONS. ALL SUPPLEMENTARY LABOR OR MATERIALS REQUIRED FOR A COMPLETE, APPROVED,

AND PROPERLY OPERATING INSTALLATIONS SHALL BE FURNISHED WHETHER OR NOT INDICATED G. PERMITS AND FEES REQUIRED FOR THE INSTALLATION OF WORK OF THIS SECTION. THIS G. CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS: PROTECTION OF WORK AND PROPERTY; H. PRODUCT OPTIONS AND SUBSTITUTIONS: PROPRIETARY SPECIFYING; CONTRACTOR REQUESTED C. EXAMINE DRAWINGS AND SPECIFICATIONS. REPORT DISCREPANCIES. REPORT CONFLICTS WITH STATUTORY REQUIREMENTS. OBTAIN RESOLUTION OF DISCREPANCIES AND/OR CONFLICTS PRIOR TO D. PROVIDE PRODUCTS AND LABOR FOR WORK OF THIS SECTION TO SAME EXTENT REQUIRED FOR WORK AS A WHOLE AS SPECIFIED IN OTHER SECTIONS AND TO EXTENT REQUIRED BY STATUTE.

E. COORDINATE WORK OF THIS SECTION WITH AFFECTED TRADES. REPORT CONFLICT AND G. DO NOT PROCEED IN AREA OF CONFLICT UNTIL SUCH HAS BEEN RESOLVED.

F. CONSULT WITH AFFECTED TRADES REGARDING INSTALLATION CLEARANCES. REPORT CONFLICTS.

CLEANUP DURING CONSTRUCTION.

MAINTENANCE MANUALS.

1.04 PROJECT CONDITIONS
DISCREPANCIES.

A. PROVIDE FOR SITE CONDITIONS.

STRUCTURAL ELEMENTS OF EXISTING CONDITIONS.

BIDDING.

SUBSTITUTIONS.

AND SPECIFIED, AND WITHOUT ADDITIONAL COST TO OWNER.

CONDITIONS; CODES.

B. CUTTING AND PATCHING.

TANK, AT NO ADDITIONAL COST TO OWNER.

1.02 RELATED WORK IN OTHER SECTIONS
B. ALL LINE VOLTAGE ELECTRICAL WIRING AND CONDUIT.

C. FIRE SPRINKLER SYSTEM

1.03 REFERENCED GENERAL REQUIREMENTS
C. SUBMITTALS: SCHEDULING SUBMITTALS; PROJECT SCHEDULE DATA.

F. FIELD QUALITY CONTROL TESTS.

E. QUALITY CONTROL.

CUTS; SAMPLES.

A. TEMPORARY WATER.

BUILDING TO SITE CONNECTIONS.

D. FURNISHING AND INSTALLING OF PLUMBING FIXTURES, ETC.

E. ALL HOT WATER AND HOT WATER RETURN PIPING INSULATION.

CONNECTIONS.

PART I - GENERAL

1.01 WORK INCLUDED:

DRAWINGS.

SECTION 15410

PLUMBING
B. FITTINGS: TO MATCH PIPE MATERIAL.

A. ALL MATERIALS FOR THE SAME GENERAL USE SHALL BE OF THE SAME TYPE A. PIPE: COPPER TYPE K OR L MAKE JOINTS WILL SILFOSE.

B. FITTINGS: WROUGHT COPPER TO MATCH PIPE MATERIAL.

A. PIPE: COPPER TYPE K OR L MAKE JOINTS WITH 95-5 SILVER SOLDER OR APPROVED A. FOR SANITARY WORK BELOW FLOOR AND OUTSIDE UNDERGROUND SHALL BE SERVICE WEIGHT CAST IRON PIPE AND FITTINGS. SOIL LINES 5 FEET OR

MORE FROM BUILDINGS MAY BE VITRIFIED CLAY PIPE WITH FIRST GRADE MARKINGS B. FOR PIPING INSTALLED ABOVE GROUND, SHALL BE SERVICE WEIGHT CAST IRON PIPE AND FITTINGS. NO-HUBS WITH STAINLESS STEEL COUPLING.

4. NATURAL GAS PIPING: SHALL BE SCHEDULE 40 BLACK STEEL WITH SCREWED FITTINGS.

1. PROVIDE PIPE SUPPORT AND BRACING TO COMPLY WITH GOVERNING

2. MANUFACTURERS: GRINNEL, FEE AND MASON, ELCEN, MICHIGAN, A. CAST IRON SOIL PIPE AND FITTINGS: SERVICE WEIGHT CAST IRON, CONFORMING ASTM A-74-69 OR NO-HUB TYPE CONFORMING TO CISPI 301-72.

B. LEAD: NEW PIG LEAD, CONFORMING TO ASTM B29-43.

C. HEMP PACKING: IMPREGNATED JUTE, MANUFACTURED FOR
D. GALVANIZED OR BLACK IRON PIPE: STANDARD WEIGHT PIPE CONFORMING E. FITTINGS SERVICE WEIGHT CAST IRON DRAINAGE TYPE FITTINGS FOR STEEL LINES. WROUGHT COPPER FITTINGS FOR COPPER LINES.

F. UNIONS: FOR CONNECTIONS IN IRON PIPE LINES 2 1/2 INCHES AND SMALLER, USE GROUND JOINT BRASS TO IRON UNIONS. UNIONS IN COPPER LINES SHALL BE COPPER TO B. PIPE SUPPORTS.

2.04 PIPE MATERIALS, FITTINGS AND VALVES
CAULKING SOIL PIPE AND FITTINGS.

COPPER.

TO ASTM A12-47.

SUPERSTRUT.

AUTHORITIES.

2.03 PIPE SCHEDULE
A. PIPE AND FITTINGS.

3. SOIL, WASTE AND VENT PIPING:

EQUAL.

1. MAIN WATER SERVICE BELOW GRADE:

2. DOMESTIC WATER PIPING IN BUILDING:

AND MANUFACTURER.

SPECIFIED.

AND DIRT.

3.04 PIPE INSTALLATION AND HANGERS
ARCHITECT.

OTHER

3.03 ROUGHING-IN
REFRIGERANT PIPING.

B. REPAIR AND MAKE GOOD DAMAGE RESULTING FROM THE WORK OF THIS SECTION.

A. ARRANGE FOR AND PROVIDE INSPECTIONS REQUIRED BY BUILDING AUTHORITIES.

A. PROVIDE INSTALLER'S WARRANTY AS SPECIFIED IN OTHER SECTIONS.

A. TO THE EXTENT POSSIBLE MECHANICAL AND ELECTRICAL COMPONENTS

1.12 TEMPORARY WATER
A. PROVIDE AS REQUIRED PER CODE.

1.13 INSPECTIONS REQUIRED

1.14 CUTTING AND PATCHING
A. PERFORM AS SPECIFIED IN OTHER SECTIONS.

1.15 WARRANTY

2.00 PRODUCTS

2.01 GENERAL

2.02 MATERIALS

2. FACTORY MUTUAL APPROVED.

SHALL BE:

1. U.L. LISTED.

PART III - EXECUTION

3.01 INSPECTION

2.12 INSULATION

2.10 WATER HAMMER ARRESTORS

2.11 FIXTURES AND EQUIPMENT

2.09 TRAPS

3.15 FIXTURES AND TRIM

3.16 ACCESSIBILITY OF EQUIPMENT
A. ALL FAUCETS SHALL BE EQUIPPED WITH RENEWABLE SEATS. ALL EXPOSED METAL PARTS OF B. ALL FIXTURES SHALL BE SECURELY ATTACHED TO SUPPORTING SURFACES AS SPECIFIED AND D. ALL CONNECTIONS TO FIXTURES SHALL BE MADE WITH DROP ELBOWS SECURED TO BUILDING A. ALL VALVES, MOTORS, CONTROLS, AND OTHER DEVICES OR COMPONENTS REQUIRING SERVICE, PLUMBING FIXTURES IN TOILET ROOMS AND PUBLIC AREAS SHALL BE CHROMEPLATED. ALL DURABLE PLASTIC MATERIAL, ELIMINATING ALL CRACKS AND VOIDS.

SUITABLE STOPS IN ADDITION TO FAUCETS.

SUPPLY PIPE SHALL BE MADE WITH 85 % BRASS CHROME PLATED NIPPLE.

LOCATIONS. PROVIDE ACCESS DOORS WHERE REQUIRED IN CONSTRUCTION, WHETHER SHOWN OR NOT.

PLUMBING FIXTURES SHALL BE THE PRODUCT OF ONE MANUFACTURER, EXCEPT WHERE CHANGES INSTALLED PLUMB AND LEVEL. GROUT BEHIND ALL WALL HUNG PLUMBING FIXTURES WITH WHITE, C. SEPARATELY VALVE EVERY SUPPLY TO EVERY FIXTURE AND PIECE OF EQUIPMENT REQUIRING VARIOUS SERVICES WITH LOCKSHIELD LOOSE KEY STOPS. IN GENERAL, THESE VALVES ARE

SPECIFIED WITH FIXTURE, BUT WHERE NOT CALLED FOR IN FIXTURE SPECIFICATIONS, PROVIDE STRUCTURE AND OUTLET OF ELBOW SHALL BE SCREWED. CONNECTIONS FROM ELBOW TO FIXTURE

MAINTENANCE, AND/OR ADJUSTMENT SHALL BE PLACED IN FULLY ACCESSIBLE POSITIONS AND ARE APPROVED IN WRITING BY THE ARCHITECT.

3.13 CHASES, SHAFTS, ETC.

3.14 CLEAN-UP
A. PERFORM AS SPECIFIED IN OTHER SECTIONS.

C. CAREFULLY WIPE OR SCRAPE OUT ALL CRACKS AND CORNERS.

B. DO ALL CUTTING AND PATCHING AND PROVIDE ALL OPENINGS TOGETHER WITH LINTELS AND A. CONTRACTOR SHALL ASCERTAIN THAT ALL CHASES, FURRED PIPE SPACES AND OTHER SHAFTS AND B. AFTER PLUMBING WORK HAS BEEN TESTED AND APPROVED, CONTRACTOR SHALL THOROUGHLY D. EXPOSED ROUGH METAL WORK SHALL BE CAREFULLY BRUSHED WITH STEEL BRUSHES TO REMOVE RUST AND OTHER SPOTS, AND LEFT IN PROPER CONDITION TO RECEIVE PAINTER'S FINISH.

SUPPORTS WHICH MAY BE REQUIRED FOR INSTALLATION OR WORK UNDER THIS SECTION OF THE SPECIFICATIONS. PATCHING SHALL BE OF SAME MATERIAL, WORKMANSHIP AND FINISH AND ACCURATELY MATCH, ALL SURROUNDING CONSTRUCTION. ALL CUTTING AND PATCHING SHALL BE

DONE UNDER THE ARCHITECT'S INSTRUCTION, AND WHEN SO REQUIRED BY MECHANIC WHO DID ORIGINAL WORK. WHERE PIPES PASS THROUGH OR INTERFERE WITH ANY STRUCTURAL MEMBER,

OR WHERE NOTCHING, BORING, OR CUTTING OF STRUCTURE IS NECESSARY, WORK SHALL BE DONE AS DIRECTED BY THE STRUCTURAL ENGINEER. TOP PLATES IN BEARING PARTITIONS SHALL NOT BE

PIPEWAYS REQUIRED THROUGH WALLS, FLOORS, CEILINGS, AND ROOFS AND THROUGH ANY PARTS OF THE STRUCTURE, ARE PROPERLY LOCATED. OTHERWISE HE SHALL CUT ALL NEW OPENING CLEAN ALL EQUIPMENT AND PIPING INSTALLATION. EXPOSED PARTS WHICH ARE TO BE PAINTED,

SHALL BE THOROUGHLY CLEAN OF CEMENT, PLASTER, AND OTHER MATERIAL, ALL GREASE OR OIL SPOTS REMOVED, AND THE MATERIAL LEFT IN PROPER CONDITION TO RECEIVE PAINTER'S FINISH.

REQUIRED AT HIS OWN EXPENSE.

CUT OR NOTCHED.

B. ALL TRAPS IN CLOSET BOWLS, URINALS, SINKS AND LAVATORIES SHALL BE CLOSED SO THAT NO DEBRIS CAN ENTER. AREA DRAINS SHALL BE PROVIDED WITH AN INNER TOPPING AND SHALL BE COVERING WITH ALUMINUM JACKET. ARRANGE SEAMS TO PREVENT TRAPPING OF MOISTURE.

AUTHORITIES. TEST PRESSURE SHALL BE HELD FOR MINIMUM OF FOUR HOURS WITHOUT SHOWING

3.09 ADJUSTING

3.09 PIPE INSULATION
A. UPON COMPLETION OF WORK AND AFTER CLEANING OF ALL SYSTEMS AND APPARATUS,

3.11 TESTS

3.12 CUTTING AND PATCHING
B. ARCHITECT, OWNER AND LOCAL AUTHORITIES SHALL BE NOTIFIED IN ADVANCE OF TIME D. EQUIPMENT WHICH WOULD BE SUBJECT TO DAMAGE DUE TO TEST PRESSURE SHALL BE H. ALL GAS PIPING SHALL BE TESTED UNDER AIR PRESSURE OF 50 PSIG.

D. ON COMPLETION OF WORK AND IMMEDIATELY PRIOR TO FINAL TEST, REMOVE ALL PROTECTION E. VALVES, METERS, REGULATORS, AND OTHER EQUIPMENT SHALL BE PROTECTED FROM DAMAGE, A. COVER ALL HOT WATER SUPPLY AND RETURN LINES. APPLY INSULATION OVER CLEAN DRY PIPES B. CONDENSATE DRAINS FOR AIR CONDITIONING UNITS SHALL BE INSULATED INSIDE OF BUILDING.

A. ALL TESTS SHALL BE MADE IN STRICT ACCORDANCE WITH THE APPLICABLE ORDINANCES OR AS E. ALL POWER AND WATER AND ALL INSTRUMENTS REQUIRED SHALL BE FURNISHED BY CONTRACTOR F. ENTIRE SOIL, WASTE AND DRAINAGE SYSTEM SHALL BE TESTED UNDER WATER PRESSURE OF 5 G. ALL HOT AND COLD WATER PIPING SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE OF 175 SCHEDULED FOR TESTS SO THAT THEY MAY HAVE A REPRESENTATIVE AT ALL TESTS.

OUTLINED BELOW. IF REQUIREMENTS OF ORDINANCES ARE MORE SEVERE, THEY SHALL BE C. ALL TESTS SHALL BE MADE IN PRESENCE OF AND TO SATISFACTION OF OWNER AND LOCAL A. PERFORM ALL CUTTING AND PATCHING AS SPECIFIED IN OTHER SECTIONS.

AS WELL AS ALL NECESSARY LABOR.

PSIG.

REMOVED OR ISOLATED FROM SYSTEM.

ANY LEAKAGE.

FOLLOWED.

CONTRACTOR SHALL REPLACE WITHOUT ADDITIONAL COST TO OWNER.

OF ANY FOREIGN MATERIALS THAT WOULD HINDER THEIR PROPER FUNCTIONING.

WITH ALL JOINTS BUTTED FIRMLY TOGETHER. INSULATE FITTINGS WITH SECTIONS OF PIPE WITH GLAS CLOTH AND MASTIC TYPE H. INSULATION SHALL BE PROTECTED AT HANGERS,

COVERINGS, THOROUGHLY CLEAN ALL FIXTURES, AND OTHER EQUIPMENT IN CONNECTION WITH

WORK, POLISH ALL BRIGHT WORK AND LEAVE WORK IN NEAT, CLEAN CONDITION READY FOR USE WHEN SO DIRECTED BY ARCHITECT , BY PROPERLY LOCATED 6" DIAMETER CONCRETE FILLED PIPE

AUTOMATIC PARTS OF PLUMBING SYSTEM SHALL BE CAREFULLY ADJUSTED FOR NORMAL OPERATION AND MAKE FINAL ADJUSTMENTS WHERE REQUIRED. INSPECT AND CLEAN VACUUM BREAKERS INSULATION CEMENTED TO A THICKNESS EQUAL TO THE ADJOINING INSULATION. FINISH FITTINGS C. INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED AND MAKE WEATHERPROOF BY SLEEVES ETC., WITH 16 GAGE SADDLES.

OPERATION AND ACCEPTABLE TO ARCHITECT.

GUARDS.

3.07 VALVES

3.05 HOT WATER HEATERS

3.08 PROTECTION
A. PROVIDE SHUTOFF VALVES AND UNIONS AT BOTH INLET AND OUTLET CONNECTIONS. FOR STORAGE A. ALL VALVES SHALL BE LOCATED IN ACCESSIBLE PLACES. WHERE IT IS NECESSARY TO INSTALL A. CLOSE ALL WASTE, VENT, WATER AND OTHER PIPE OPENINGS BY MEANS OF A TEST PLUG, C. WATER CLOSETS, LAVATORIES, SINKS, AND OTHER FIXTURES SHALL BE FULLY PROTECTED DURING VALVES OF THE SAME TYPE SHALL BE OF THE SAME MANUFACTURER.

THE OPENING IN PIPE IS BEING ACTUALLY WORKED UPON.

THE COURSE OF CONSTRUCTION. SHOULD ANY FIXTURE BECOME DAMAGED, THEN THE

TANK TYPE, INSTALL PRESSURE TEMPERATURE RELIEF VALVE WITH TEST LEVER AT EACH HEATER, MOUNTED WITH ELEMENT INSIDE OF TANK. MOUNT HEATER INSIDE 22 GAGE GALVANIZED SHEET METAL PAN WITH 3" LIP AND WITH SOLDERED SEAMS. RUN 3/4" DRAIN FROM PAN TO

VALVE BODIES IN WALLS OR FLOORS, PROVIDE ACCESS PANELS WITH VALVE WHEELS AND BONNETS IN ACCESSIBLE LOCATION. GATE VALVES SHALL BE USED ON ALL LINES REQUIRING VALVES TO BE WIDE OPEN OR TIGHT SHUT. ALL VALVES SHALL HAVE NAME OR TRADEMARK OF MANUFACTURERS AND GUARANTEED WORKING PRESSURE CAST OR STAMPED ON BODY. ALL SCREW CAP OR OTHER FITTING. NO PAPER, WOOD, BRICK, OR OTHER SUBSTITUTES WILL BE ALLOWED. PLUGS OR CAPS SHALL NOT BE REMOVED FROM OPENINGS EXCEPT DURING THE TIME PLUGGED DURING CONSTRUCTION.

NEAREST RECEPTOR.

UNLESS NOTED OTHERWISE.

V. THOROUGHLY REAM OR DE-BURR ALL PIPING PRIOR TO INSTALLATION AND AFTER INSTALLATION THOROUGHLY BLOWOUT AND WASH OUT ALL PIPING. MAKE UP ALL RUNS OF PIPING WITH FULL LENGTH SECTIONS OF PIPE OR LENGTHS CUT TO FIT. USE NO COUPLINGS, EXCEPT WHERE LENGTH OF RUN REQUIRES MORE THAN ONE LENGTH OF PIPE. THE SHORT LENGTH SHALL BE USED AT ENDS AND NOT IN THE MIDDLE OF THE RUN. STREET ELBOWS, LONG THREADED PIPE, RUNNING THREAD OR BULLHEAD TEES SHALL NOT BE USED. ALL OFFSETS SHALL BE MADE WITH FITTINGS AND PIPES SHALL NOT BE BENT AT ANY TIME.

APPROVED

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024 Page 110 of 119
FILENAME: J:\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\PLUMBING\2307048_P100 SITE PLAN .DWG PLOT DATE/TIME: 5/8/2024 10:42 AM USER NAME: DAVID GRIJALVA

R E V I S I O N S
Project Manager:

Date:

Project Number:

Scale:

S H E E T N U M B E R
A.2307048 Sheet Title: Project:

P L U M P E N G I N E E R I N G I N C.
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835, F (714) 385-1834
www.peica.com

CONSULTING ENGINEERS

STRUCTURAL, MECHANICAL, PLUMBING,

ELECTRICAL, CIVIL, SURVEYING,
ARCHITECTURAL T H I S D E S I G N A N D D R A W I N G A R E F O R U S E O N T H E S P E C I F I C S I T E I N D I C A T E D A N D I S T H E E X C L U S I V E P R O P E R T Y O F P L U M P E N G I N E E R I N G I N C , A N D S H A L L N O T B E U S E D , D U P L I C A T E D O R A L T E R E D I N P A R T O R I N W H O L E W I T H O U T W R I T T E N A P P R O V A L O F P L U M P E N G I N E E R I N G , I N C . - C O P Y R I G H T 2 0 2 3 c A L L R I G H T S R E S E R V E D Stamp:
5/08/24 TENANT IMPROVEMENT FOR: NORCO SECURITY ASSEMENT 2870 Clark Ave Norco, CA 92860 8/03/2023
MG
M41051 RA YMOND DUENA S
EXP. 09/31/2024

BUILDING SUBMITTAL
01/11/2024

CLIENT REVIEW
01/11/2024 PLUMBING SITE PLAN
PLUMBING SITE PLAN (FOR REFERENCE ONLY) 1 P100
1" = 20'
NORTH

AREA OF WORK

APPROVED

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024 Page 111 of 119

NOT IN CONTRACT NOT IN CONTRACT
DF-1
(E) WC-1
(E) L-1
POC
(E) 4"W
1 1/2" V

NOT IN CONTRACT NOT IN CONTRACT
DF-1
(E) WC-1
(E) L-1
(E) HW
(E) HW
(E) CW
POC
(E) CW FILENAME: J:\CITY OF NORCO\A.2307048 - CITY HALL LOBBY SECURITY RENOVATION\ACAD\PLUMBING\2307048_P101 FLOOR PLAN.DWG PLOT DATE/TIME: 5/8/2024 10:43 AM USER NAME: DAVID GRIJALVA

R E V I S I O N S
Project Manager:

Date:

Project Number:

Scale:

S H E E T N U M B E R
A.2307048 Sheet Title: Project:

P L U M P E N G I N E E R I N G I N C.
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835, F (714) 385-1834
www.peica.com

CONSULTING ENGINEERS

STRUCTURAL, MECHANICAL, PLUMBING,

ELECTRICAL, CIVIL, SURVEYING,
ARCHITECTURAL T H I S D E S I G N A N D D R A W I N G A R E F O R U S E O N T H E S P E C I F I C S I T E I N D I C A T E D A N D I S T H E E X C L U S I V E P R O P E R T Y O F P L U M P E N G I N E E R I N G I N C , A N D S H A L L N O T B E U S E D , D U P L I C A T E D O R A L T E R E D I N P A R T O R I N W H O L E W I T H O U T W R I T T E N A P P R O V A L O F P L U M P E N G I N E E R I N G , I N C . - C O P Y R I G H T 2 0 2 3 c A L L R I G H T S R E S E R V E D Stamp:
5/08/24 TENANT IMPROVEMENT FOR: NORCO SECURITY ASSEMENT 2870 Clark Ave Norco, CA 92860 8/03/2023
MG
M41051 RA YMOND DUENA S
EXP. 09/31/2024

BUILDING SUBMITTAL
01/11/2024

CLIENT REVIEW
01/11/2024 PLUMBING PIPING FLOOR PLANS
WASTE & VENT PIPING FLOOR PLAN 1 P101
1/8" =1'-0"
NORTH 0 8' 16' 24'
SCALE: 1/8"=1'-0"

WATER PIPING KEYNOTES
HOT & COLD WATER PIPING FLOOR PLAN 2
1/8" =1'-0"
NORTH 0 8' 16' 24'
SCALE: 1/8"=1'-0"

GENERAL NOTES

WASTE & VENT PIPING KEYNOTES

GENERAL NOTES

1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR

TO START OF WORK AND NOTIFY ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.

2. (E) - INDICATES EXISTING CONSTRUCTION.

3. (N) - INDICATES NEW CONSTRUCTION.

1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR

TO START OF WORK AND NOTIFY ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.

2. (E) - INDICATES EXISTING CONSTRUCTION.

3. (N) - INDICATES NEW CONSTRUCTION.

PROVIDE AND INSTALL NEW OASIS WALL MOUNTED BI-LEVEL ADA DRINKING FOUNTAIN MODEL PG8ACSL (OR EQUAL) WITH RELATED WASTE & VENT PIPING.

EXISTING PLUMBING FIXTURE WITH RELATED WASTE & VENT PIPING TO

REMAIN AND BE REUSED
(FIELD VERIFY).

EXISTING MAIN WASTE LINE TO REMAIN AND BE REUSED (FIELD VERIFY).

EXISTING MAIN WASTE LINE SERVING ADJACENT SPACE(S) TO REMAIN AND BE REUSED (FIELD VERIFY).

CONNECT NEW 2"Ø WASTE PIPE FROM NEW DRINKING FOUNTAIN TO EXISTING 4"Ø WASTE LINE
(FIELD VERIFY).

ROUTE NEW 1 1/2"Ø VENT PIPE TO NEAREST MAIN VENT LINE (FIELD VERIFY).

CONNECT NEW 1/2"Ø COLD WATER PIPE TO EXISTING WATER LINE (FIELD VERIFY).

EXISTING HOT & COLD WATER PIPES TO REMAIN AND BE REUSED (FIELD VERIFY).

EXISTING MAIN HOT & COLD WATER PIPES TO ADJACENT SPACES TO

REMAIN AND BE REUSED
(FIELD VERIFY).

ROUTE NEW 1/2"Ø COLD WATER PIPE DOWN TO NEW WATER FILTER (PROVIDED BY OWNER) AT NEW DRINKING FOUNTAIN.

APPROVED

CITY OF NORCO- BUILDING AND SAFETY
Steve R. 05/20/2024 Page 112 of 119
City Council

STAFF REPORT
Date: October 2, 2024 Agenda Item:

3.F.

To: Honorable Mayor and City Council Members
From:

Prepared By: Lisette Free, Interim City Manager
Department: Finance
SUBJECT:

Certificate of Achievement for Excellence in Financial Reporting Award RECOMMENDATION:

Receive and File
SUMMARY:

The Government Finance Officers Association of the United States and Canada (GFOA) has awarded the Certificate of Achievement for Excellence in Financial Reporting to the City of Norco for its annual comprehensive financial report for the fiscal year ended June 30, 2023.

BACKGROUND:

The GFOA has awarded the Certificate of Achievement for Excellence in Financial Reporting to the City of Norco for its annual comprehensive financial report for the fiscal year ended June 30, 2023. The report has been judged by an impartial panel to meet the high standards of the program, which includes demonstrating a constructive "spirit of full disclosure" to clearly communicate its financial story and motivate potential users and user groups to read the report.

The Certificate of Achievement is the highest form of recognition in the area of governmental accounting and financial reporting, and its attainment represents a significant accomplishment by a government and its management.

FISCAL IMPACT:

Not applicable for this item.

RELATIONSHIP TO STRATEGIC PLAN:

Page 113 of 119 ends

This item is consistent with Strategic Direction #3 - Economic Development and Financial Stability: Assure financial stability by expanding development efforts, diversifying revenue sources and continuing prudent financial management.

REVIEWED AND APPROVED BY:

Certified as to Availability of Funds: Daphne Liu, Finance Director Approved by: Lisette Free, Interim City Manager
Approved as to Form: Harper and Burns, LLP, City Attorney ATTACHMENT(S):

Att #1 Press Release
Att #2 - GFOA Certificate
Att #3 - Finance Department

Page 114 of 119 ends

FOR IMMEDIATE RELEASE
9/11/2024 For more information contact:

Michele Mark Levine, Director/TSC
Phone: (312) 977-9700
Fax: (312) 977-4806
Email: [email protected]
(Chicago, Illinois)—Government Finance Officers Association of the United States and Canada (GFOA) has awarded the Certificate of Achievement for Excellence in Financial Reporting to City of Norco for its annual comprehensive financial report for the fiscal year ended June 30, 2023. The report has been judged by an impartial panel to meet the high standards of the program, which includes demonstrating a constructive "spirit of full disclosure" to clearly communicate its financial story and motivate potential users and user groups to read the report.

Government Finance Officers Association (GFOA) advances excellence in government finance by providing best practices, professional development, resources, and practical research for more than 21,000 members and the communities they serve.

Page 115 of 119 ends

Government Finance Officers Association
Certificate of
Achievement
for Excellence
in Financial
Reporting
Presented to
City of Norco
California
For its Annual Comprehensive
Financial Report
For the Fiscal Year Ended
June 30, 2023
Executive Director/CEO

Page 116 of 119 ends

The Government Finance Officers Association of
the United States and Canada
presents this

AWARD OF FINANCIAL REPORTING ACHIEVEMENT
to
The Award of Financial Reporting Achievement is presented by the Government Finance Officers Association to the department or individual designated as instrumental in the government unit achieving a Certificate of Achievement for Excellence in Financial Reporting. A Certificate of Achievement is presented to those government units whose annual financial reports are judged to adhere to program standards and represents the highest award in government financial reporting.

Executive Director
Date: 9/11/2024
Finance Department
City of Norco, California

Page 117 of 119 ends

City Council

STAFF REPORT
Date: October 2, 2024 Agenda Item:

5.A.

To: Honorable Mayor and City Council Members
From: Dana Roa, City Clerk
Prepared By: Dana Roa, City Clerk
Department: City Clerk
SUBJECT:

Disposition of City Council Regular Meeting of October 16, 2024 RECOMMENDATION:

Cancel October 16, 2024 Regular City Council Meeting.

SUMMARY:

Mayor Bash and Interim City Manager Free will be attending The League of California Cities Annual Conference, to discuss city business in Long Beach on Wednesday, October 16, through Friday, October 18, 2024, missing the October 16, 2024, Regular City Council Meeting. In light of their absences, the City Clerk is requesting to cancel October 16, 2024, Regular Meeting. If any issues or emergencies arise a Special Meeting can be scheduled.

BACKGROUND:

Following registration of Mayor Bash and Interim City Manager Free to attend the League of California Cities 2024 Annual Conference in Long Beach from October 16 through October 18, 2024, the City Clerk is requesting to cancel the October 16, 2024 City Council meeting and schedule a Special Meeting, as needed, should issues arise.

FISCAL IMPACT:

Not applicable for this item.

RELATIONSHIP TO STRATEGIC PLAN:

This item is consistent with Strategic Direction No. 4 - Communication and Stakeholder Experience: Enhance the stakeholder experience, engage the community, and build brand awareness through proactive, effective and consistent communication.

Page 118 of 119 ends

REVIEWED AND APPROVED BY:

Certified as to Availability of Funds: Daphne Liu, Finance Director Approved by: Lisette Free, Interim City Manager
Approved as to Form: Harper and Burns, LLP, City Attorney

Page 119 of 119 ends

Norco City CouncilOctober 2, 2024

Norco City Council
October 2, 2024