Imperial County Community & Economic Development - … · 2019-08-26 · RANCHO MIRAGE, CA 92270...

NILAND PUBLIC SAFETY FACILITY BID ADDENDUM #03 (8/26/2019)

IMPERIAL COUNTY 7 OF 15

ADDENDUM #3 ITEMS: ARCHITECTURAL – SPECIFICATIONS VOLUME #4 U.N.O.

Item #: Spec #: Drawing(s): Regarding: Action: Source:

REFER TO THE ELECTRICAL FOR ADDITIONAL INFORMATION ON LIGHT FIXTURES.

THE PLACEMENT OF FIXTURES DIMENSIONED ON THIS SHEET TO OVERRIDE

PLACEMENT ON ELECTRICAL PLANS.

Architectural Attachments:

Item: Description: Pages:

AA. SKETCH ASK-001 FIRE SEPARATION KEY PLAN 1

AB. SKETCH ASK-002 FULL HEIGHT WALL KEY PLAN 1

AC. SKETCH ASK-003 CURB AND RECESSED SLAB KEY PLAN 1

AD. SKETCH ASK-004 1-HR PARTITION AT ROOF TRANSTION 1

AE. SKETCH ASK-005 1-HR PARTITION AT ROOF RIDGE 1

AF. SKETCH ASK-006 1-HR PARTITION TO ROOF DECK 1

AG. SKETCH ASK-007 1-HR INTERSECTION OF RATED PARTITIONS 1

AH. SKETCH ASK-008 1-HR PARTITION AT EXTERIOR WALL 1

AI. SKETCH ASK-009 1-HR WALL BASE AT CONCRETE CURB 1

AJ. SKETCH ASK-010 1-HR WALL BASE AT CONCRETE SLAB 1

AK. SKETCH ASK-011 1-HR PARTITION JOINT STAGGERING REQUIREMENTS 1

AL. SKETCH ASK-012 OVERHEAD DOOR FRAME 1

AM. SKETCH ASK-013 OVERHEAD DOOR ELEVATION 1

AN. SKETCH ASK-014 DIMENSIONS AT OVERHEAD DOOR 1

AO. SKETCH ASK-015 ROOF PENETRATIONS AT RADIO ANTENNAS 1

AP. SKETCH ASK-016 FLAG POLE LOCATION 1

AQ. SKETCH ASK-017 EXTERIOR DOOR AND WINDOW FRAME ALIGNMENT 1

AR. SKETCH ASK-018 GUTTER DOWNSPOUT DIAGRAM 1

AS. SKETCH ASK-019 WINDOW TYPE “D” ELEVATION 1

AT. SKETCH ASK-020 H.M. DOOR HEAD @ PLASTER 1

AU. SKETCH ASK-021 H.M. DOOR JAMB @ PLASTER 1

AV. SKETCH ASK-022 INTERIOR H.M. DOOR FRAME HEAD 1

AW. SKETCH ASK-023 INTERIOR H.M. DOOR FRAME JAMB 1

AX. SKETCH ASK-024 H.M. WINDOW FRAME INTERIOR HEAD-JAMB-SILL 1

AY. SKETCH ASK-025 DEDICATION PLAQUE 1

AZ. SKETCH ASK-026 BUILDING ADDRESS 1

AAA. SKETCH ASK-027 COUNTY SIGNAGE 1

ABB. REVISED SPECIFICATION SECTION - CASEWORK 6

ACC. REVISED A-510 INTERIOR BUILDING DETAILS 1

ADD. NEW SHEET A-520 EXTERIOR BUILDING DETAILS 1

B

B

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1

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23

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B.2

D.8

AA

1 HOUR FIRE SEPARATION

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70225 HWY 111, SUITE D RANCHO MIRAGE, CA 92270PH: 760.328.5280

3891 11TH STREETRIVERSIDE, CA 92501

PH: 951.462.1451

SHEET No.:

DATE:

REFERENCE:PROJECT:

TITLE:COMPANY:

1" = 20'-0"

BIM 360://Niland Public Safety Facility/r19_niland public safety_master.rvt8/23/2019 9:52:09 AM

NEW KEY PLAN - FIRE SEPARATION KEY PLAN

THG.012IMPERIAL COUNTY

NILAND PUBLIC SAFETY FACILITY

08/26/19

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TCH8071 LUXOR AVE.NILAND, CA 92257 ASK-001

1" = 20'-0"1

FIRE RATED SEPARATION KEY PLAN

ADD. #03

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A-100, A-101, A-110

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B

CC

DD

E

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F F

1

12

23

34

45

5

6

6

B.2

D.8

AA

FULL HEIGHT WALL LOCATION

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1" = 20'-0"


NEW KEY PLAN - FULL HEIGHT WALL KEY PLAN



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ADD. #03

A-100, A-101, A-110

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1" = 20'-0"1

FULL HEIGHT WALL KEY PLAN

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B.2

D.8

AA

6" CURB LOCATIONDEPRESSED SLAB LOCATION

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1" = 20'-0"


NEW KEY PLAN - CURB AND DEPRESSED SLAB KEY PLAN



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1" = 20'-0"1

CURB AND DEPRESSED SLAB KEY PLAN

3

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A-100, A-101

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1/2

"

GYPSUM BOARD

WALL PER PLAN

SHEATHING PER STRUCTURAL

PROVIDE FIRE CAULKING

LEDGER PER STRUCTURAL

INSULATION

SEPARATION BOARD

FRAMING PER STRUCTURAL


REFER TO A-520 FOR ROOF DETAILS

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1 1/2" = 1'-0"

BIM 360://Niland Public Safety Facility/r19_niland public safety_master.rvt8/26/2019 12:59:33AM

1-HR PARTITION AT ROOF TRANSITION



08/26/19

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PARTITION - 1 HRUL DESIGN : U305

1 1/2" = 1'-0"14

1-HR PARTITION AT ROOF TRANSITION

3

14/A-530

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1/2

"

GYPSUM BOARD

WALL PER PLAN


PROVIDE FIRE CAULKING BOTH SIDES OF WALL


INSULATION

GYPSUM BOARD (MATCH THICKNESS TO SHEATHING)

SEPARATION BOARD

MEMBRANE

BLOCKING PER STRUCTURAL



INSULATION

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1 1/2" = 1'-0"


1-HR PARTITION TO ROOF RIDGE



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1 1/2" = 1'-0"15

1-HR PARTITION AT ROOF RIDGE


3

15/A-530

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GYPSUM BOARD

WALL PER PLAN


PROVIDE FIRE CAULKING BOTH SIDES OF WALL



1/2

"

INSULATION


SEPARATION BOARD

MEMBRANE

INSULATION

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PH: 951.462.1451

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1 1/2" = 1'-0"


1-HR PARTITION TO ROOF DECK



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3

1 1/2" = 1'-0"16

1-HR PARTITION AT ROOF DECK


16/A-530

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GYPSUM BOARD


TAPE AND JOINT COMPOUND, TYP.

GYPSUM BOARD


1-HR RATED PARTITION



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1 1/2" = 1'-0"


1-HR INTERSECTION OF RATED PARTITIONS



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1 1/2" = 1'-0"17

1-HR INTERSECTION OF RATED PARTITIONS

3

17/A-530

ADD. #03

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EXTERIOR PLASTER


TAPE AND JOINT COMPOUND, TYP.

GYPSUM BOARD

1-HR RATED PARTITION

EXTERIOR WALL PER PLAN



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1 1/2" = 1'-0"


1-HR PARTITION AT EXTERIOR WALL



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1 1/2" = 1'-0"18

1-HR RATED PARTITION AT EXTERIOR WALL

3

18/A-530

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1/4

" M

IN.

GYPSUM BOARD

WALL PER PLAN

SHEATHING WHERE OCCURS PER STRUCTURAL

6" CONCRETE CURB

PROVIDE FIRE CAULKING (BOTH SIDES OF WALL) WHEN WALL IS FIRE RATED CONSTRUCTION


CONCRETE SLAB

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3" = 1'-0"


1-HR WALL BASE AT CONCRETE CURB



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3" = 1'-0"19

1-HR WALL BASE AT CONCRETE CURB

3

19/A-530

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1/4

" M

IN.

GYPSUM BOARD

WALL PER PLAN

SHEATHING WHERE OCCURS PER STRUCTURAL

PROVIDE FIRE CAULKING (BOTH SIDES OF WALL) WHEN WALL IS FIRE RATED CONSTRUCTION


CONCRETE SLAB

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3" = 1'-0"


1-HR WALL BASE AT CONCRETE SLAB



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3" = 1'-0"20

1-HR WALL BASE AT CONCRETE SLAB

20/A-530

3

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5/8" GYPSUM BOARD

HORIZONTAL BASE LAYERJOINTS NEED NOT BE STAGGERED

VERTICAL JOINTS STAGGERED ONESTUD CAVITY ON OPPOSITE SIDESOF PARTITION

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3/8" = 1'-0"


1-HR PARTITION JOINT STAGGERING REQUIREMENTS



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ADD. #03

3/8" = 1'-0"13

1-HR PARTITION JOINT STAGGERING REQUIREMENTS

3

13/A-530

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PLASTER FINISH



12 GAUGE MIN. "C" CHANNEL

3"

GYPSUM BOARD

PSL PER STRUCTURAL

6"

"U" GUIDE

CURTAIN1"

8 3

/8"

SHEATHING

LAG BOLTS TO BE COORDINATED WITH MANUFACTURER

SHEATHING FILL PER STRUCTURAL

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PH: 951.462.1451

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3" = 1'-0"


OVERHEAD DOOR FRAME



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ADD. #03

3" = 1'-0"12

O.H. DOOR U - GUIDE

12/A-020

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DR. OPNG. PER PLAN

DR

. O

PN

G.

PE

R P

LA

N

8"

MA

X.

36

"

HT

. P

ER

MA

NU

F.

LIGHT GA. STEEL DOOR HOOD PER MANUF.REFER TO NOTE #4

WALL ANGLE W/ CURTAIN GUIDE TRACK PER MANUF.

END HEADPLATE BRACKETS ATTACHED TO WALL ANGLES EA. END, PER MANUF.

ROLL UP DOOR BARREL / SHAFT ATTACHED TO END HEADPLATE BRACKETS, PER MANUF.

(3) ANCHORS AT TOP. MIN., SPACING PER MANUF.

FINISH FLOOR

NOTES:

1. ROLL UP DOOR BARREL / SHAFT IS ATTACHED TO END HEADPLATE BRACKETS W/ MANUF. PROVIDED HARDWARE. 2. END HEADPLATE BRACKETS ARE ATTACHED TO WALL ANGLES W/ MANUF. PROVIDED HARDWARE.3. ATTACHED WALL ANGLES TO WALL FRAMING USING A MIN. OF 3/8" DIA. LAG SCREW W/ 4" LONG. ALIGN SCREW WITH CENTER OF FACE OF WALL STUD.4. DOOR HOOD IS ATTACHED TO END HEADPLATES INTERMEDIATE MOUNTING HARDWARE PROVIDED BY MANUF. 5. REQUIRED CLEAR SPACE FOR LEFT HAND DOOR PER MANUFACTURER. CLEAR SPACE IS OPPOSITE FOR RIGHT HAND DOOR.

NOTE #3, TYP.

7" 9"NOTE #5

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3/8" = 1'-0"


OVERHEAD DOOR ELEVATION



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3/8" = 1'-0"13

ROLL UP DOOR ELEVATION - ANCHORING

3

ADD. #03

13/A-020

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DIMENSIONS AT OVERHEAD DOOR



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A-100

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N.T.S.

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PAGE 1 OF 1

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ROOF PENETRATIONS AT RADIO ANTENNAS



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A-120

ADD. #03

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FLAG POLE LOCATION



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AS-100

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PAGE 1 OF 1

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EXTERIOR DOOR AND WINDOW FRAME ALIGNMENT



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A-200 & A-201

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N.T.S.

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FRAMES TO ALIGN, TYPICAL FOR EXTERIOR DOORS AND WINDOWS.

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GUTTER DOWNSPOUT DIAGRAM



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AS-100, A-120

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HEAVY GAUGE GUTTER DOWNSPOUT TO BE ATTACHED TO EXTERIOR WALL AND RUN VERTICALLY FROM CANOPY THROUGH CONCRETE SIDEWALK.

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DRAINAGE PIPE TO RUN UNDER CONCRETE SIDEWALK AND EXIT THROUGH VERTICAL CURB INTO APPARATUS DRIVEWAY.

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WINDOW TYPE "D" ELEVATION



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A-010

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WEATHER STRIPPING PER HARDWARE SPECIFICATIONS

HOLLOW METAL FRAME

7/8" PLASTER OVER METAL LATH AND BUILDING PAPER

DOOR PER SCHEDULE (TYP.)

THERMAL BATT INSULATION

WOOD STUD FRAMING PER PLAN

5/8" GYPSUM BOARD

BACKER ROD AND SEALANT

PLYWOOD SHEATHING PER STRUCTURAL

WEATHER BARRIER

2"

WALL THICKNESS + 1-1/8"

9/16"

PER PLAN

WALL THICKNESS 9/16"

DRIP EDGE: OCCURS WHERE DOOR IS NOT PROTECTED BY OVERHANG OR SOFFIT

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3" = 1'-0"


H.M. DOOR HEAD @ PLASTER

THG.012IMPERIAL COUNTYNILAND PUBLIC SAFETY FACILITY

08/26/19

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2/A-020

ADD. #03

3" = 1'-0"2

H.M. DOOR HEAD @ PLASTER

3

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WEATHER STRIPPING PER HARDWARE SPECIFICATIONS

HOLLOW METAL FRAME

7/8" PLASTER OVER METAL LATH AND BUILDING PAPER


THERMAL BATT INSULATION

5/8" GYPSUM BOARD

CONTINUOUS SEALANT ON BOTH SIDES (TYP.)


WEATHER BARRIER


2"

WA

LL

TH

ICK

NE

SS

+ 1

-1/8

"

9/1

6"

PE

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LA

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WA

LL

TH

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NE

SS

9/1

6"

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3" = 1'-0"


H.M. DOOR JAMB @ PLASTER

THG.012IMPERIAL COUNTYNILAND PUBLIC SAFETY FACILITY

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3/A-020

ADD. #03

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H.M. DOOR JAMB @ PLASTER

3

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GASKETING PERHARDWARE

SPECIFICATIONS

HOLLOW METAL FRAME


INSULATION (FIRE BATT ASREQUIRED PER PLAN)


5/8" GYPSUM BOARD

PLYWOOD SHEATHING (AS REQUIRED PER PLAN)

2"

WALL THICKNESS + 1-1/8"

9/16"

PER PLAN

WALL THICKNESS 9/16"

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3" = 1'-0"


INTERIOR H.M. DOOR FRAME HEAD



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6/A-020

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3" = 1'-0"6

INTERIOR H.M. DOOR FRAME HEAD

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GASKETING PER HARDWARE SPECIFICATIONS

HOLLOW METAL FRAME

5/8" GYPSUM BOARD


FIRE BATT INSULATION

(AS REQUIRED PER PLAN)

5/8" GYPSUM BOARD

PLYWOOD SHEATHING (AS REQUIRED PER PLAN)


2"

WA

LL

TH

ICK

NE

SS

+ 1

-1/8

"

9/1

6"

PE

R P

LA

N

WA

LL

TH

ICK

NE

SS

9/1

6"

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3" = 1'-0"


INTERIOR H.M. DOOR FRAME JAMB



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7/A-020

ADD. #03

3" = 1'-0"7

INTERIOR H.M. DOOR FRAME JAMB

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H.M. WINDOW FRAME INTERIOR HEAD/JAMB/SILL



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11/A-020

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IMPERIAL COUNTY


BOARD OF SUPERVISORS

NAME

NAME

NAME

NAME

NAME

NAME

NAME

NAME

DEDICATED MONTH/ YEAR

DISTRICT #

DISTRICT #

DISTRICT #

DISTRICT #

DISTRICT #

JOB TITLE

JOB TITLE

JOB TITLE

5/8" TEXT

7/8" TEXT MAX

5" HIGH LOGO

1/2" TEXT

3/8" TEXT, TYP.1/4" TEXT, TYP.

1/2" TEXT

STIPPLED SURFACE TEXTURE

1/2" RAISED BORDER

1 1/4" 1 1/4"

1 1/4" TYP.

NOTES:

1. 18" x 24' x 1/2" THICK ALUMINUM PLAQUE. (GEMINI) TEXT TO BE DETERMINED AT A LATER DATE BY OWNER.2. PLAQUE TO HAVE A RAISED BORDER, RAISED LETTERS AND LOGO, LEATHERETTE (STIPPLE) FINISH AND ROSETTE BOLT HEADS. FONT TYPE - GT TIMES NEW ROMAN3. EXACT MOUNTING LOCATION TO BE DETERMINED IN FIELD BY OWNER.

AGENCY

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3" = 1'-0"


DEDICATION PLAQUE



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12/A-500

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DEDICATION PLAQUE

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BUILDING ADDRESS



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1/A-200, 2/A-200

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2/A-200

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1/A-200

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BUILDING ADDRESS SIGNAGE: 12" HEIGHT TEXT CENTERED AT 18'-6"

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COUNTY SIGNAGE



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1/A-200, 2/A-200

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SHERIFF'S SIGNAGE: 12" HEIGHT TEXT CENTER BETWEEN CORNER OF BUILDING AND FURRING. ALIGN BOTTOM OF TEXT WITH BOTTOM OF SOFFIT.

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FIRE SIGNAGE: 36" HEIGHT TEXT CENTER OVER MIDDLE DOOR ALIGN BOTTOM OF TEXT WITH TOP OF LOWEST PARAPET WALL.

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"IMPERIAL COUNTY FIRE DEPARTMENT" TO BE 12" HEIGHT TEXT.

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2/A-200

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1/A-200

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ADDENDUM #3 - ATTACHMENT A-AA

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PAGE 1 OF 1

PROJECT MANUAL VOLUME 4 OF 4 06 41 00 – ARCHITECTURAL CASEWORK NILAND PUBLIC SAFETY FACILITY 1 OF 6

SECTION 06 41 00

ARCHITECTURAL CASEWORK

PART 1 – GENERAL

1.01 GENERAL REQUIREMENTS

The following General Requirements apply to this Section:

A. Project Manual Volume 1 of 4, Contract Documents.

B. Project Manual Volume 2 of 4, Special Conditions.

1.02 SCOPE OF WORK SUMMARY

A. Supply and install all Architectural Casework, as shown on Drawings and as specified herein, including all materials and labor for a timely, complete and proper installation.

B. Section Includes:

1. Plastic laminate casework

2. Plastic laminate countertops

3. Solid surface countertops

4. Hardware typically furnished by the casework manufacturer

5. Shelving

6. Structural supports incorporated into wood casework

C. Excluding:

1. Metal support brackets and fittings that are part of the building structure

2. Plumbing, electrical fixtures, and telephone equipment

D. Related sections:

1. Rough carpentry: Wood blocking or grounds inside finished walls or above finished ceilings

2. Plumbing: Fixtures and fittings installed in countertops

1.03 STANDARDS AND REFERENCES

A. The North American Architectural Woodwork Standards (NAAWS), latest edition. Jointly published by Woodwork Institute and the Architectural Woodwork Manufacturers Association of Canada.

B. NEMA LD-3, High Pressure Decorative Laminate, latest edition

C. ANSI 208.1, Particle Board, latest edition

D. ANSI 208.2, MDF, latest edition 1.04 QUALITY ASSURANCE

A. Work shall be in accordance with the Grade or Grades specified of the North American Architectural Woodwork Standards.

B. Certified Compliance Program (CCP):

1. Before delivery to the job site, provide a Woodwork Institute Certified Compliance Certificate indicating the millwork and countertop products being supplied and

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certifying that these products fully meet the requirements of the NAAWS Grade or Grades specified.

2. Provide a Woodwork Institute Certified Compliance Label on each countertop and elevation of casework.

3. At completion of installation provide a Woodwork Institute Certified Compliance Certificate indicating the products installed, and certifying that the installation of these products fully meets the requirements of the NAAWS Grade or Grades specified.

4. All fees charged by the Woodwork Institute for its Certified Compliance program are the responsibility of the millwork manufacturer and/or installer and shall be included in their bid.

C. Qualification:

1. A Woodwork Institute Accredited Millwork Company in good standing

2. Firm (woodwork and countertop manufacturer) with no less than five years of production experience similar to a specific project, whose qualifications indicate the ability to comply with the requirements of this section.

3. The woodwork manufacturer must have at least one project in the past five years where the value of the woodwork was within 20 percent of the cost of woodwork for this project.

D. Single source responsibility: A single manufacturer shall provide and install the work of described in this section.

1.05 SUBSTITUTIONS

Substitutions will be considered per:

A. Project Manual Volume One, Section 00710, Article 6.05 – Substitutes and “Or-Equals”.

B. Project Manual Volume One, Section 00800, SC-6.05 – Substitutes and “Or-Equals”.

1.06 SUBMITTALS

A. Provide in accordance with Project Manual Volume One, Section 00710, Article 6.17 – Shop Drawings and Samples.

B. Provide in accordance with Project Manual Volume One, Section 00800, SC-6.17 – Shop Drawings and Samples.

C. Shop drawings:

1. Submit shop drawings in conformance with the requirements of the North American Architectural Woodwork Standards.

2. Furnish a Woodwork Institute Certified Compliance Label on the first page of the shop drawings.

3. Submit two copies, one of which will be returned with reviewed notations. Make corrections noted (if any), and distribute required copies prior to the start of work.

D. Samples

1. Submit four finished samples of each species and cut of wood to be used. Lumber samples to be minimum 6 inches by 18 inches, and sheet product samples to be minimum 12 inches square. Samples shall represent the range of color and grain expected to be provided.

2. Submit four unfinished samples of each product to be provided for job-site painting or finishing. Lumber samples to be minimum 6 inches by 18 inches, and sheet goods to be 12 inches square.

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3. Submit a sample of each plastic laminate, and/or solid surface color and pattern to be used.

1.07 DELIVERY STORAGE AND HANDLING

A. Provide in accordance with Project Manual Volume One, Section 00710, Article 6.03 – Services, Materials and Equipment.

B. Provide in accordance with Project Manual Volume One, Section 00800, SC-6.03.B – Services, Materials and Equipment.

C. Coordinate fabrication, delivery, and installation with the general contractor and other applicable trades.

D. Deliver materials only when the project is ready for installation and the general contractor has provided a clean storage area.

1. Delivery of architectural millwork shall be made only when the area of operation is enclosed, all plaster and concrete work is dry and the area broom clean.

2. Maintain indoor temperature and humidity within the range to be expected after occupancy.

1.08 OPERATION AND MAINTENANACE DATA

Provide in accordance with:

A. Project Manual Volume One, Article 6.12 – Record Documents.

B. Project Manual Volume One, Sections 00800, SC-6.12.A. – Record Documents

C. Project Manual Volume Four, Section 01 78 23 – Operation and Maintenance Data.

1.09 EXTRA MATERIALS

A. Provide Materials in accordance with Project Manual Volume Four, Section 01 78 00.

1.10 RECORD DRAWINGS


A. Project Manual Volume One, Sections 00710, Article 6.12 – Record Documents.

B. Project Manual Volume One, Sections 00800, SC-6.12.A – Record Documents.

C. Project Manual Volume Four, Section 01 78 39 – Project Record Documents.

1.11 WARRANTY


A. Project Manual Volume One, Sections 00710, Article 6.12 – Contractor’s General Warranty and Guarantee.

B. Project Manual Volume One, Sections 00800, SC-6.19.C. – Contractor’s General Warranty and Guarantee.

C. Provide Manufacturer’s Standard Warranty in accordance with Section 01 77 00.

PART 2 – PRODUCTS

2.01 MILLWORK COMPONENTS

A. Lumber: In accordance with the North American Architectural Woodwork Standards Grade specified for the product being fabricated. Moisture Content: 6% to 12% for boards up to 2-inch (50.8 mm) nominal thickness, and shall not exceed 19% for thicker pieces.

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B. Core:

1. MDF Grade 130 containing no added urea formaldehyde.

a. Water-resistant core, where required: Particle board meeting the requirements of ANSI A208.1 Grade M3 MR-50

C. Veneer core plywood: A non-telegraphing hardwood manufactured with exterior glue.

D. Plastic laminate: Meeting the requirements of the North American Architectural Woodwork Standards for its use.

1. High pressure laminated plastic conforming to NEMA LP-3, 0.50” thickness for tops and 0.028” thickness for vertical surfaces.

2. Low Pressure Melamine for exposed interior and semi-exposed surfaces.

3. Backing sheet: LD-3-BK 20 backing grade undecorated plastic laminate.

E. Edgeband: High-pressure decorative laminate of the same pattern and color as the exposed surfaces.

F. Hardboard: PS-58, pressed wood fiber with resin binder, tempered grade, smooth two sides for drawer bottoms.

G. Adhesives: Type II, water-resistant typical. Type I, fully waterproof at sink tops and sink cabinets.

H. Hardware:

1. Finish: Satin aluminum unless noted otherwise.

2. Pulls: Amerock BP76312-G10 or Architect approved equal.

3. Drawer guides for Drawers 24” wide or less: 100-pound capacity, full extension, ball bearing. Accuride 3832 or Architect approved equal.

4. Drawer guides for File, Paper Storage and Heavy Duty Drawers 42” wide or less: 150-pound capacity, over travel extension, ball bearing. Accuride 4043 or Architect approved equal.

5. Hinges: Concealed, European style, self-closing, Grade II hinges minimum 120 degree opening.

6. Shelf supports: Knape & Vogt KV 255 or Architect approved equal.

7. Shelf clips: Knape & Vogt KV 256 or Architect approved equal.

8. Locks: Provide on all doors and drawers unless noted otherwise in Drawings.

a. Door locks: Olympus Door Lock 100 series or Architect approved equal.

b. Drawer locks: Olympus Door Lock 200 series with re-keying feature or Architect approved equal.

c. Keying: Keyed alike

1. Provide 2 keys per lock.

2. Provide 4 master keys.

9. Miscellaneous Accessories: Provide grommet(s) as indicated in the Drawings.

2.02 MILLWORK FABRICATION

A. Grade: NAAWS Custom Grade.

B. Exposed exterior surfaces: High-pressure decorative laminate Grade VGS. Color and pattern as indicated in the Drawings.

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C. Exposed interior (open cases) and semi-exposed (behind doors) interior surfaces: White melamine.

D. Cabinet construction type: Frameless.

E. Door Interface Style: Flush overlay

F. Edgebanding at all exposed and semi-exposed edges including doors, drawer fronts and false fronts: High-pressure laminate of the same color and pattern as the exposed surfaces.

G. Shelves: Adjustable shelves to be 1” thick.

H. Doors and drawer fronts: High pressure laminate Grade VGS face, cabinet liner Grade CLS back.

I. Drawer Boxes:

1. Front and back: 1/2” particleboard with melamine surfacing.

2. Sides: 1/2” Particle board with melamine surfacing

3. Bottoms: 1/4” Hardboard

4. Joinery: Dowels 2.03 COUNTERTOPS

A. Grade: NAAWS Custom Grade

B. Plastic Laminate

1. Flat countertops: NEMA LD-3 Grade HGS. 0.048” thick.

2. Formed countertops: NEMA LD-3 Grade HGP. 0.039” thick.

3. Manufacturer, Pattern, Color: As indicated in the Drawings.

4. Core: 3/4” Particleboard, composed of wood chips and waterproof resin binders at dry tops; 3/4” MDF MR-50 at sink tops.

5. Backsplash detail: Cove, 4” high minimum

6. Front edge: No-drip bullnose edge

7. Cutouts: Seal edges of cutouts in sink countertops with a color-toned (for verification) water-resistant sealer before sinks are installed.

C. Solid Surface

1. Manufacturer, Pattern, Color: As indicated in the Drawings

2. Backsplash detail: Cove, 4” high minimum.

3. Front edge: No-drip bullnose edge

PART 3 – EXECUTION

3.01 EXAMINATION

A. Examine the areas and conditions under which work of this Section will be performed.

B. Correct conditions detrimental to timely and proper completion of the Work.

C. Do not proceed until unsatisfactory conditions are corrected.

D. Beginning of installation means acceptance of conditions.

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E. Verify that surfaces and openings are ready to receive work and field measurements are as shown on Shop Drawings and instructed by the fabricator. Verify dimensions for work of other trades incorporated into the casework.

F. Verify the adequacy and proper location of any required backing or support framing.

G. Verify that mechanical, electrical, plumbing, and other building components affecting work in this section are in place and ready.

3.02 INSTALLATION

A. Install all work in conformance with the North American Architectural Woodwork Standards, latest edition.

1. Installation shall conform to the NAAWS grade of the items being installed.

B. All work shall be secured in place, square, plumb, and level.

C. All work abutting other building components shall be properly scribed.

D. Mechanical fasteners used at exposed and semi-exposed surfaces, excluding installation attachment screws and those securing cabinets end to end, shall be countersunk.

E. Equipment cutouts shown on plans shall be cut by the installer.

3.03 ADJUSTING AND TOUCH UP

A. Before completing installation, the installer shall adjust all moving and operating parts to function smoothly and correctly.

B. All nicks, chips, and scratches in the finish shall be filled and retouched. Damaged items that cannot be repaired shall be replaced.

3.04 CLEANUP

A. Upon completion of installation, the installer shall clean all installed items of pencil and ink marks and broom clean the area of operation, depositing debris in containers provided by the general contractor.

END OF SECTION

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RESILIENT TRANSITION PER INTERIOR MATERIALSCHEDULE

CARPET TILE

FINISHED CONCRETE FLOOR


CARPET TILE

SHEET VINYL FLOORING


SHEET VINYL (SV-1, SV-2) OR STATIC DISSIPATIVETILE (SDT)

FINISHED CONCRETE FLOOR

1/2

" M

AX

.

NOTE:

11B-608.7. THRESHOLDS IN ROLL-IN TYPE SHOWER COMPARTMENTS SHALLBE 1/2 INCH (12.7 MM) HIGH MAXIMUM IN ACCORDANCE WITH SECTION 11B-303.

SHOWER ENCLOSURE FLOOR

SEE PLAN FOR WALL TYPE

6"

CO

NC

RE

TE

CU

RB

6"H SHEET VINYL INTEGRAL COVE BASEWITH COVE CAP

FRP PANEL WITHEDGE TRIMS

CAULK BETWEENTRIM

FINISH FLOOR

SEE PLAN FOR WALL TYPE

6"

CO

NC

RE

TE

CU

RB

TOP SET COVE BASE TILE

FRP PANEL WITHEDGE TRIMS

FINISH FLOOR

SOLID SURFACE ON 3/4" PARTICLEBOARD SUBSTRATE.

PROVIDE EASED EDGE

WIRE PULL

FINISH FLOOR

3/4" MDF GRADE 130 SUBSTRATE, PLASTIC LAMINATE ON ALL

EXPOSED SURFACES

WALL BASE

BLOCKING PER DETAIL

INTEGRAL BACKSPLASH

DRAWER W/ FULL EXTENSION SLIDES

3/4" MELAMINE PARTICLE BOARD ADJUSTABLE SHELF ON

SEMI-RECESSED STANDARDS

4"

1/4" WHITE BACKER BOARD

WALL TYPE PER PLAN

1 1

/2"

34

" O

R 3

6"

PE

R P

LA

NS

6"

VA

RIE

S

23" MAX.

6"

FINISH FLOOR

2' -

10

"

6"

4"

TY

P.

1 1

/2"

SOLID SURFACE ON 3/4" PARTICLEBOARD SUBSTRATE.

PROVIDE EASED EDGE

WIRE PULL

3/4" MDF GRADE 130 SUBSTRATE, PLASTIC LAMINATE ON

ALL EXPOSED SURFACES

WALL BASE

BLOCKING PER DETAIL

INTEGRAL BACKSPLASH

DRAWERS W/ FULL EXTENSION SLIDES

WALL TYPE PER PLAN

23" MAX.

9"

EQ

EQ

EQ

34

" M

AX

. T

O T

OP

OF

SIN

K R

IM

FINISH FLOOR

ATTACHED TOE KICK TOMATCH PLASTIC LAMINATE.

FIXTURES PER PLUMBING

6"

27

" M

IN. C

LR

.

FIXED APRON

1 1

/2"

23" MAX.

5 1

/4"

1' -

9"

1/2

"

SOLID SURFACE ON 3/4" MDF MR-50 SUBSTRATE. PROVIDE EASED EDGE

WIRE PULL

3/4" MDF GRADE 130 SUBSTRATE, PLASTIC

LAMINATE ON ALL EXPOSED SURFACES

4" INTEGRAL BACKSPLASH

WALL TYPE PER PLAN

WALL BASE

1/4" WHITEBACKER BOARD

L-BRACKET

2" MAX.ATTACHED TOE KICK NOT TO ENCROACH INTO REQUIRED CLEAR SPACE WHEN

DOORS ARE OPEN 90 DEGREES.

WIRE PULL

3/4" MDF GRADE 130 SUBSTRATE. PLASTIC LAMINATE ON ALL

EXPOSED SURFACES

PROVIDE BLOCKING

3/4" MELAMINE PARTICLE BOARD ADJUSTABLE SHELF ON

SEMI-RECESSED STANDARDS


WALL TYPE PER PLAN

1' - 0"1-1/2" SCRIBE W/ CLEAT

WIRE PULL

3/4" MDF GRADE 130 SUBSTRATE. PLASTIC LAMINATE ON ALL

EXPOSED SURFACES

PROVIDE BLOCKING

WALL TYPE PER PLAN

1' - 0"

OVER-RANGE MICROWAVE WITH OUTSIDE TOP EXHAUST.

CONTRACTOR TO COORDINATE OPENING FOR DUCTWORK.

1-1/2" SCRIBE W/ CLEAT


PROVIDE J-BOX. COVER TO BE FLUSH WITH CABINET LINER.

34

" M

AX

. T

O T

OP

OF

SIN

K R

IM

FINISH FLOOR

WHITE MELAMINE INTERIOR

27

" M

IN. C

LR

.

9"

MIN

.

8" MIN.

11" MIN.

REMOVABLE PANEL

MINIMUM

KNEE

CLR.

TOE CLEARANCE

3/4" MDF GRADE 130 SUBSTRATE,

PLASTIC LAMINATE ON ALL EXPOSED SURFACES

6" MAX.

1 1

/2"

5 1

/4"

FIXTURES PER PLUMBING

SOLID SURFACE ON 3/4" MDF MR-50 SUBSTRATE. PROVIDE EASED EDGE

4" INTEGRAL BACKSPLASH

WALL TYPE PER PLAN

FIXED APRON

23" MAX.

SOLID SURFACE ON 3/4" PARTICLE BOARD SUBSTRATE. PROVIDE EASED EDGE

FINISH FLOOR

WALL BASE

INTEGRAL BACKSPLASH

2' -

6"

1'-11" MAX.

4"

WALL TYPE PER PLAN

1 1

/2"

CONCEALED BRACKET BEYOND AT 48" O.C. MAX. , 6" MIN. FROM

UNSUPPORTED COUNTER EDGE

3/8" - 16 x 3" CARRIAGE BOLTS AT 4" O.C. AND 2" MAX. FROM ENDS

PL. LAM. SUPPORT LEG BEYOND

(4) #10 S.S. PAN HEAD SCREWS PER SUPPORT (TYP)

PAINT EXPOSED UNDERSIDE OF COUNTER TO MATCH ADJACENT WALL COLOR

4"

6"

BACKSPLASHAT 36" COUNTER

WATERFALLEDGE TO LOWER COUNTER

4"

BACKSPLASHAT 30" COUNTER

30"

36"

4"

2" X 6" NOMINAL WOOD BLOCKINGBY CONTRACTOR

CORNER GUARDPER INTERIORMATERIAL SCHEDULE

FRAMING PER PLAN

GYP. BD.

CONSULTANT:

WWW.HOLTARCHITECTURE.COM

PROJECT NO.:

DRAWN BY:

CHK'D BY:

ORIGINAL DATE:

SHEET TITLE:

© 2

018 H

olt A

rchitects

, In

c.

70225 HWY 111, SUITE DRANCHO MIRAGE, CA 92270PH: 760.328.5280


PH: 951.462.1451

STAMPS:

SHEET No.:

PROJECT:

CLIENT:

04/09/19

BIM

360://N

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NILAND PUBLICSAFETY FACILITY

8071 LUXOR AVE.NILAND, CA 92257

INTERIOR BUILDINGDETAILS

A-510

6" = 1'-0"11

FINISH DETAIL - TRANSITION FROM CARPET TO CONCRETE 6" = 1'-0"

12FINISH DETAIL - TRANSITION FROM CARPET TO SHEET VINYL

6" = 1'-0"13

FINISH DETAIL - TRANSITION FROM SV-1/SV-2/SDT TO CONCRETE 6" = 1'-0"

14FINISH DETAIL - THRESHOLD AT SHOWER

3" = 1'-0"15

FINISH DETAIL - WALL BASE - SHEET VINYL 3" = 1'-0"

16FINISH DETAIL - WALL BASE - TILE COVE BASE

MARK DATE DESCRIPTION

04/09/19 PLAN CHECK SUBMITTAL #1

1 05/22/19 PLAN CHECK SUBMITTAL #2


3 08/26/19 BID ADDENDUM #3

1" = 1'-0"1

CABINET BASE - 1 DOOR 1 DWR 1" = 1'-0"

2CABINET BASE - 4 DWRS

1" = 1'-0"3

CABINET BASE WITH ACCESSIBLE SINK

1" = 1'-0"4

CABINET UPPER - 3FT HEIGHT 1" = 1'-0"

5CABINET UPPER - WITH MICROWAVE HOOD

1" = 1'-0"6

COUNTER - SINK WITH ACCESSIBLE ENCLOSURE

1" = 1'-0"7

COUNTER - OPEN BELOW 3" = 1'-0"

8COUNTER SECTION

3" = 1'-0"9

CABINET BLOCKING - IN-WALL (WOOD)

6" = 1'-0"10

FINISH DETAIL - CORNER GUARD

1" = 1'-0"17

NOT USED

1" = 1'-0"18

_NOT USED 1" = 1'-0"

19__NOT USED

1" = 1'-0"20

___NOT USED

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3 3 3 3

3 33 3

3

3

3

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ADDENDUM #3 - ATTACHMENT A-CC PAGE 1 OF 1

PLASTER FINISH COAT, WITH INTERGRAL COLOR PAINT FINISH

PLASTER BROWN COAT

PLASTER SCRATCH COAT

EXPANDED METAL LATH

CORNER BEAD

CORNER LATH

15# ASPHALT IMPREGNATED BUILDING PAPER

WEATHER / AIR BARRIER

PLYWOOD SHEATHING PER PLANS

SHEATHING JOINT TAPE

WALL FRAMING PER PLANS

5"

MIN

.

2"

MIN

.

4"

MA

X.

GLAVANIZED WEEP SCREED

EXANDED METAL LATH



EXTERIOR CEMENT PLASTER


WALL FRAMING PER PLANSEXANDED METAL LATH





CONTINUOUS GALVANIZE CLEAT

ALUMINUM COPING COVER, PAINT FINISH

1-1/2" RING SHANK NAIL

1-1/2" RINK SHANK NAIL

4"

ELASTOMERIC SEALANT

3"

9-15 x 1-1/2" HHSS FASTENER

NOTES:

1. WOOD NAILER TO MATCH HEIGHT OF INSULATION MAY BE REQUIREDAT PEAK IF INSULATION THICKNESS EXCEEDS 2 INCHES.

2. OPTION DETAIL USING SARNAFASTENERS AND SARNADISC SPACINGMAY VARY. CONSULT SIKA SARNAFIL TECHINICAL DEPARTMENT.

3. SARNAFIL® G410 IS THE BASIS OF DESIGN. REFER TO SPECIFICATION VOL. 4 - 07 54 00 FOR ADDITIONAL INFORMATION.

OPTION AT SLOPE TO FLAT TRANSITION

SPECIFIED SARNAFIL SECUREMENT

THERMOPLASTIC FLASHING MEMBRANE, HOT-AIR WELD

VAPOR BARRIER

THERMOPLASTIC MEMBRANE

1/4" SEPARATION BOARD


SPECIFIED THERMOPLASTIC SECUREMENT







ROOF DRAIN PER PLUMBING

CLAMPING RING

MULTI-PURPOSE SEALANT

NOTES:

1. THERMOPLASTIC MEMBRANE MUST BE USED IN AREA OF ASPHALT CONTAMINATION.

2. VAPOR BARRIER SHALL BE SEALED AT EDGES.3. SARNAFIL® G410 IS THE BASIS OF DESIGN. REFER TO SPECIFICATION VOL. 4 - 07 54 00 FOR ADDITIONAL INFORMATION.

THERMOPLASTICMEMBRANE

THERMOPLASTIC MEMBRANESECUREMENT

THERMOPLASTICMEMBRANE

THERMOPLASTICFLASHING MEMBRANE, HOT-AIR WELD

VAPOR BARRIER



TAPERED INSULATION

1/4" SEPARATIONBOARD

MEMBRANE COVER STRIP,HOT-AIR WELDED

NOTES:

1. VAPOR BARRIER SHALL BE SEALED AT EDGES.2. SARNAFIL® G410 IS THE BASIS OF DESIGN. REFER

TO SPECIFICATION VOL. 4 - 07 54 00 FOR ADDITIONAL INFORMATION.

AIR/VAPOR BARRIER

THERMOPLASTIC MEMBRANE, ADHERED

1/4" SEPARATION BOARD SECURELY FASTENED

THERMOPLASTIC MEMBRANE, ADHERED TO ACCEPTABLE SUBSTRATE

30

" O

R G

RE

AT

ER

12" O.C.

PLYWOOD SHEATHINGPER STRUCTURAL

WA

LL P

ER

PLA

N

PLASTER FINISH COAT, WITH INTERGRAL COLOR PAINT FINISH

PLASTER BROWN COAT

PLASTER SCRATCH COAT

EXPANDED METAL LATH

CORNER BEAD

CORNER LATH




SHEATHING JOINT TAPE

WALL FRAMING PER PLANS

SECUREMENT FASTENED ATBASE OF WALL OR CURB

ALTERNATE BASE FASTENING

NOTES:

1. MULTI-PURPOSE SEALANT IS A TWO STEP APPLICATION:A) BEHIND TOP OF THERMOPLASTIC FLASHING.B) TOP OF TERMINATION BAR.

2. MULTI-PURPOSE SEALANT SHALL BE APPLIED TO CLEAN ACCEPTABLE SURFACES.

3. MULTI-PURPOSE SEALANT IS A MAINTENANCE ITEM. MAINTENANCE IS NOT COVERED UNDER THERMOPLASTIC MEMBRANE WARRANTY.

4. TERMINATION BAR SHALL BE SECURELY ANCHORED WITH GROMMETTED FASTENERS AND PROVIDE ADEQUATE COMPRESSION OF MEMBRANE FLASHING AND SEALANT.

5. VAPOR BARRIER SHALL BE SEALED AT EDGES.6. SARNAFIL® G410 IS THE BASIS OF DESIGN. REFER TO SPECIFICATION

VOL. 4 - 07 54 00 FOR ADDITIONAL INFORMATION.

PLASTER FINISH

THERMOPLASTIC FLASHING TO ACCEPTABLE SUBSTRATE

SPECIFIED MEMBRANE SECUREMENT




VAPOR BARRIER





8"

MIN

.

SECUREMENT FASTENED ATBASE OF WALL OR CURB

ALTERNATE BASE FASTENING

NOTES:

1. NAILERS SHALL BE SECURELY ANCHORED TO THE DECK TO RESIST A MINIMUM FORCE OF 300 POUNDS PER LINEAR FOOT. FOLLOW FACTORY MUTUAL LOSSS PREVENTION DATA SHEET 1-49 RECOMMENDATIONS.

2. METAL EXTENDER PIECE IS REQUIRED IF EXISTING COUNTERFLASHING IS CONTAMINATED AND OR COUNTERFLASHING FASCIA IS LESS THAN 4 IN.WIDE

3. VAPOR BARRIER SHALL BE SEALED AT EDGES.4. SARNAFIL® G410 IS THE BASIS OF DESIGN. REFER TO SPECIFICATION

VOL. 4 - 07 54 00 FOR ADDITIONAL INFORMATION.

MULTI- PURPOSE TAPE


THERMOPLASTIC FLASHING MEMBRANE,HOT-AIR WELD



VAPOR BARRIER






TAPERED INSULATION CRICKET

REFER TO DETAIL X/A-XXX FOR METAL PARAPET CAP AT STUCCO WALL.

8"

MIN

.

NOTE:

1. NAILERS SHALL BE SECURELY ANCHORED TO THE DECK RESIST A MINIMUM FORCE OF 300 POUNDS PER LINEAR FOOT. FOLLOW FACTORY MUTUAL LOSS PREVENTION DATA SHEET 1-49 RECOMMENDATIONS.

2. THE THICKNESS OF THE NAILER SHALL MATCH THE HEIGHT OF THE INSULATION OR SURFACE TO WHICH THE MEMBRANE IS TO BE APPLIED.

3. VAPOR BARRIER SHALL BE SEALED AT EDGES.4. POSITION THE THERMOPLASTIC MEMBRANE (NON-FELTED) OVER THE ROOF EDGE AND DOWN

OUTSIDE FACE OR WALL, COVERING TREATED WOOD NAILER(S). 5. SARNAFIL® G410 IS THE BASIS OF DESIGN. REFER TO SPECIFICATION VOL. 4 - 07 54 00 FOR

ADDITIONAL INFORMATION.


METAL GUTTER

METAL GUTTER SUPPORT

METAL FASTENED 4 IN. O.C. STAGGEREDUSING 1-INCH GALVANIZED ANNULAR RING NAILS OROTHER ACCEPTABLE FASTENER




VAPOR BARRIER

MULTI-PURPOSE TAPE


1' -

0"

8"

PLYWOOD SHEATHING

EXANDED METAL LATH




SOFFIT VENT

NOTES:

1. MULTI-PURPOSE SEALANT IS A MAINTANCE ITEM. MAINTANCE IS NOT COVERED UNDER THE MEMBRANE WARRANTY

2. VAPOR BARRIER SHALL BE SEALED AT EDGES.3. SARNAFIL® G410 IS THE BASIS OF DESIGN. REFER TO SPECIFICATION VOL. 4 - 07 54 00 FOR


PIPE PENTRATION

STAINLESS STEEL HOSE CLAMP

MULT-PURPOSE SEALANT (SEE NOTE #1)

THERMOPLASTIC FLASHING MEMBRANE





VAPOR BARRIER



8"

MIN

.

NOTES:

1. METAL EXTENDER PIECE IS REQUIRED IF EXISTING COUNTERFLASHING IS CONTAMINATED AND OR COUNTERFLASHING FASCIA IS LESS THAN 4 INCHES WIDE. FASTENED 12 INCHES O.C. WITH GROMMETTED FASTENER.

2. VAPOR BARRIER SHALL BE SEALED AT EDGES.3. SARNAFIL® G410 IS THE BASIS OF DESIGN. REFER TO SPECIFICATION VOL. 4 - 07 54 00

FOR ADDITIONAL INFORMATION.

NON-REMOVABLE UNIT PER MECHANICAL

GROMMETTED FASTENER 12 IN. O.C.

MULTI-PURPOSE SEALANT (SEE NOTE #2)

METAL EXTENDER PIECE AS REQUIRED

FLASHING TO ACCEPTABLE SUBSTRATE

SPECIFIED SECUREMENT


1/2" PLYWOOD SHEATHING

VAPOR BARRIER

4"

MIN

.




MANUFACTURED EQUIPMENT CURB PER MECHANICAL


TAPERED INSULATION CRICKET

8"

MIN

. F

LA

SH

ING

NOTES:

1. ALUMINUM TAPE IS REQUIRED IF EXISTING PENETRATION IS CONTAMINATED.2. MULTI-PURPOSE SEALANT IS A MAINTANCE ITEM. MAINTANCE IS NOT COVERED UNDER THE

MEMBRANE WARRANTY3. VAPOR BARRIER SHALL BE SEALED AT EDGES.4.SARNAFIL® G410 IS THE BASIS OF DESIGN. REFER TO SPECIFICATION VOL. 4 - 07 54 00 FOR


PIPE PENETRATION

MULTI-PURPOSE SEALANT (SEE NOTE #2)

STAINLESS STEEL HOSE CLAMP

8"

MIN

.

ALUMINUM TAPE (SEE NOTE #1)

THERMOPLASTIC FLASHING MEMBRANE







VAPOR BARRIER

CONSULTANT:


PROJECT NO.:

DRAWN BY:

CHK'D BY:

ORIGINAL DATE:

SHEET TITLE:

© 2

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olt A

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c.



PH: 951.462.1451

STAMPS:

SHEET No.:

PROJECT:

CLIENT:

04/09/19

BIM

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EXTERIORBUILDING DETAILS

A-520

3" = 1'-0"1

STUCCO - INSIDE CORNER 3" = 1'-0"

3STUCCO - WEEP SCREED AT PAVEMENT

3" = 1'-0"4

FLASHING - METAL PARAPET CAP AT STUCCO WALL





3 08/26/19 BID ADDENDUM #3

3" = 1'-0"5

SLOPE TRANSITION

3" = 1'-0"6

CLAMPING RING DRAIN 1 1/2" = 1'-0"

7ADHERED WALL FLASHING

3" = 1'-0"2

STUCCO_OUTSIDE CORNER

3" = 1'-0"9

FLASHING AT PLASTER

3" = 1'-0"14

FLASHING AT CRICKET

3" = 1'-0"13

GUTTER EDGE

3" = 1'-0"11

CONE FLASHING AT PENETRATION

3" = 1'-0"8

NON-REMOVABLE CURB FLASHING

3" = 1'-0"12

NPS_Pipe Penetration Flashing

3

BJones

Text Box

ADDENDUM #3 - ATTACHMENT A-DD PAGE 1 OF 1

Structural Information



ADDENDUM #3 ITEMS: STRUCTURAL – SPECIFICATIONS VOLUME #4 U.N.O.


S1. S-200, S-201 New Section cut F/S-302 New Section cut F/S-302 added at grid 2 between A & B.

See Attachment “SB”.

Holt

S2. S-201 Length of CMST12 strap along

grid 4 across grid C

Increase length of CMST12 strap along grid 4 across grid C from 16’ to 24’ long.

See new section E/S-302 cut at grid 4 between grids C and D.


Holt

S3. C/S-300 Entrance Canopy Framing Beam : Increased Size

Joist : Added

Ledger : Added

See Attachment “SA”.

Holt

S4. S-201 Header over door and louver

at Grid F.

Add note “HI AND LOW” to HDR over door and louver at grid F between grids 3

and 4. Louver opening to be located in line with door opening below.

Holt

S5. D/S-300 Curb Revised curb at B/S-300

See Attachment “SA”.

Holt

S6. A/S-302 References for soffit framing References for soffit framing.


Holt

S7. B/S-302 References for edge of slab. References for edge of slab provided.


S8. B/S-302 References for curb condition References for curb condition provided.


Holt

S9. 15/S-600 3x between furring wall and

structural wall

3x flat between furring wall stud and structural wall stud to be placed @ 6’-0”

cc max in addition to conditions shown at header, sill, and top of wall.

Holt

S10. 8/S-602 Note at Soffit Framing Detail Add “48 inches” to shaded box indicating T-shape spacing. Holt

S11. A-120,

ATTACHMENT A.O

Antenna attachment to

parapet.

Where 1”Ø antenna mast pipe (8’-0” max, no appendages attached to pipe)

attaches to parapet, provide 4x blocking backing at top and bottom Unistrut

attachment within wall with 1’-6” minimum between. Unistrut may be attached

to backing with 1/4” Ø x 4 ½” SDS each side of clamp. Attach antenna mast

clamp to Unistrut.

Holt

S12. 1/S-600 Framing at Apparatus

Overhead Door

7”x7” 1.8E PSL column to replace the trimmer and king studs at each side of

the apparatus doors. The door track to be attached to the PSL column per the

door attachment requirements. The 7x14 PSL header to be connected to the

side of the PSL column with a Simpson HU hanger and Simpson A35 clip at the

top of the header. An A35 to be connected each side of post top and

bottom to plate. Provide H8 clip each side of post to blocking at roof level.

Holt

Structural Attachments:


SA. SHEET S-300 SECTIONS 1

SB. SHEET S-302 SECTIONS 1

SC. SHEET S-500 TYPICAL CONCRETE DETAILS 1

0'-0"

TOC

20'-0"

TOP-LOW

6

2X DBL TOP ₧PER

EN

H6 STRAP @ 48"CC

5/8" T&G PLYWOOD PER PLAN

1 3/4" LSL CONT LEDGER w/ (3) 1/4"Ø x 3 1/2" SDS @ EA STUD

TJI BLKG @ 48"CC, 10d @ 4"CC NAILING @ TOP OF TJI BLKG & CMST12 STRAPS @ BOTT, TYP

JOIST PER PLAN

TOF

VARIES

2x6 DF#1 @ 16"CC STUDS PER PLAN

15/32 APA SHTG PER PLAN

1'-6"

1

S-600

PTDF SILL

(2) #5 T&B

ALT HOOK

#4 @ 16"CC

(2) #3

1

S-600

EN EN

1/2" SP

2x6 BLKG

2x BLKG

EN

16d w/ SPACING TO MATCH EN

2x BLKG @ MID HEIGHT

5" SLAB PER PLAN

TOF

-1'-0"

2'-0"

EN

A34 BTWN BLKG

EN

0'-0"

TOC

5

23'-0"

TOP

2X DBL TOP ₧PER

CMST12 STRAP @ 48"CC, SPANNING LENGTH OF BLKG; OFFSET BLKG FROM WALL STUDS



TJI BLKG @ 48"CC, CMST12 STRAPS @ BOTT, TYP

14" TJI PER PLAN

1 3/4x7 1/4 2.0E LVL @ 16" CC STUDS PER PLAN

15/32" APA SHTG PER PLAN

PTDF SILL BOLTS PER SHEAR WALL SCHED @ SHEAR WALLS

(2) #5 T&B

ALT HOOK

#4 @ 16"CC

TOF

VARIES

1

S-600

1'-6"

2'-0"

1

S-600

EN EN

1/2" SP

1/2" SP

EN @ SP TO BLKG & 20d NAILING w/ SPACING TO MATCH EN @ LSL TO BLKG

2x6 BLKG16d w/ SPACING TO MATCH EN

ENEN


(3) #3 5" SLAB PER PLAN

TOF

-1'-0"

EN

EN EN

14'-6"

TOF

23

23'-0"

TOP


2X DBL TOP ₧PER

EXT FURRING ATTACHMENT PER 15

S-600

SHTG PER PLAN

JOIST PER PLAN

2x LEDGER PER PLAN w/ (2) 1/4"Ø x 4 1/2" SDS SCREWS TO EA STUD

BM PER PLAN

1 3/4x7 1/4 2.0E LVL @ 16"CC, STUDS PER PLAN


TOF

+14'-8 1/4"

TOF

VARIES

(2) #5 T&B2'-0"

ALT HOOK

1'-6"

1

S-600

1/2" SP

A

S-300

AS IN

1

S-600

HDR PER

TOC

0'-0"

TOF

-1"-0"

#4 @16"CC

5" SLAB PER PLAN

#4 @ 16"CC24"

EN

EN

SLOPED SIMPSON HU28 JH, TYP

SOFFIT FRMG PER

8

S-602

OFFSET FROM JOISTS ABV AS REQD

0'-0"

TOC

28'-6"

TOP-HIGH

4

(2) #5 T&B

ALT HOOK

#4 @ 16"CC

2'-0"

2X DBL TOP ₧PER

1

S-600

A

S-300

AS IN

A

S-300

AS IN

1 3/4x7 1/4 2.0E LVL @ 16" CC STUDS PER PLAN


TOF

-1-0"

1'-6"

EN

5" SLAB PER PLAN 8" SLAB PER PLAN

(3) #3

0'-0"

TOC

28'-6"

TOP-HIGH

1

2'-6"

4'-0"#4 TIES @ 12"CC

#5 @ 12"CC

HDR PER PLAN

ROLL-UP DOOR PER ARCH

TOF

VARIES


GLB BYND PER PLAN

EN

8" SLAB PER PLAN

TOF

-1'-6"

EXT FURRING ATTACHMENT PER 15

S-600

A

S-4

00

A

S-300

AS IN

2x DBL TO ₧PER 1

S-600

PLAN

SEE

(5) #5 T&B

BENT ₧5/16x10x4x9'-0" LLH w/ 1/2"Ø LAG SCREWS TO 3x BLKG @ 16"CC

1/4

L TO WFTYP

FOR MF, SEE SIMPSON SHEET MF-1

CMST 12 CONT ALONG GRID 1

MF BM PER SIMPSON

MF COL BYND PER SIMPSON

BP PER SIMPSON

3X BLKG BTWN EVERY STUD

2"

S

S TA TE O F CA L I FO R N I A

STRUCTURAL

R

EFORPDERETSI

GE

S I N

ENGINEER

O AL

5 THIRD STREET, SUITE 1125SAN FRANCISCO, CA 94103

415 495 1635

CONSULTANT:



PROJECT NO.:

DRAWN BY:

CHK'D BY:

ORIGINAL DATE:

SHEET TITLE:

© 2

018 H

olt A

rchitects

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c.



PH: 951.462.1451

STAMPS:

SHEET No.:

PROJECT:

CLIENT:

LAWRENCE E.JONES

No. 3138

4/09/19

1 05/22/19


PLAN CHECK SUBMITTAL #2


3 08/09/19 PLAN CHANGE

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SECTIONS

S-300

SECTIONS-300

1/2" = 1'-0"ASection 1

SECTIONS-300

1/2" = 1'-0"BSection 2

SECTIONS-300

1/2" = 1'-0"CSection 3 SECTION

S-300

1/2" = 1'-0"DSection 4

SECTIONS-300

1/2" = 1'-0"ESection 5

3

3

3

26

0'-0"

TOC

20'-0"

TOP-LOW

6

1'-6"

2'-0"

ALT HOOK

2X DBL TOP ₧PER

EN

H6 STRAP @ 48"CC


1 3/4" LSL CONT LEDGER w/ (3) 1/4"Ø x 3 1/2" SDS @ EA STUD TJI BLKG @ 48"CC, 10d @ 4"CC

NAILING @ TOP OF TJI BLKG & CMST12 STRAPS @ BOTT, TYP

2x6 DF#1 @ 16"CC STUDS PER PLAN

15/32 APA SHTG PER PLAN

EN EN

1/2" SP

2x6 BLKG

2x BLKG

EN16d w/ SPACING TO MATCH EN

1

S-600

HDR PER PLAN

EN JOIST PER PLAN

BEVELED 2x DBL TOP ₧

2X4 DF #1 @ 16"CC STUDS PER PLAN


HDR PER PLAN

A

S-301AS IN

A

S-301

AS IN

0'-0"

TOC

28'-6"

TOP-HIGH

C

(2) #5 T&B

ALT HOOK

#4 @ 16"CC

(2) #3

LEDGER PER PLAN w/ (2) 1/4"Øx4" SDS @ EA STUD

1 3/4x7 1/4 2.0E LVL @16"CC STUDS PER PLAN


JOIST PER PLAN

SHTG PERPLAN

EN

A

S-301

AS IN

4x BM BYND

SIMPSON HUC48 4x TO LEDGER

D

S-301AS IN

CURB PERTYP

8

S-500

D

GLB PER PLAN

JOIST PER PLANSLOPED SIMPSON HU314 JH w/ WEB STFNR

5/8"T&G PLYWOOD PER PLAN

TOF

24'-0"

0'-0"

TOC

28'-6"

TOP-HIGH

1

EXT FURRING ATTACHMENT PER

15

S-600

2x DBL TOP ₧ PER

1

S-600

EN


GLB PER PLAN

1

S-400

ROLL-UP DOOR BYND PER ARCH

2x BLKG @ MID HT

1 3/4 x 7 1/4 2.0E LVL STUDS PER PLAN


CONT FTG BYND PER PLAN

(5) #5 T&B

EN

1

S-600

PTDF SILL

FOR MF, SEE SIMPSON SHEET MF-1

A35 T&B TO STUDS ON EA SIDE OF GLB

8" SLAB PER PLAN(2) #3

2'-6"

4'-0"

CMST 12 CONT ALONG GRID 1

3X BLKG BTWN EVERY STUD

BP PER SIMPSON

#4 TIES @ 12"CC

28'-6"

TOP-HIGH

4

AS IND

S-3005/8" T&G PER PLAN

SP PER PLAN

AS IN D

S-300

3 1/2" LSL FOR LENGTH OF STRAP ABV MIN w/ (3) 1/4"Ø X 6" SDS @ EA STUD

5/8" T&G PER PLAN

COILED STRAP PER PLAN

1/4"Ø x 6" SDS @ 6"CC

2x STUDS PER PLAN

EN

3x BLKG CONT

SP PER PLAN

0'-0"

TOC

20'-0"

TOP-LOW

2

1/2" SP

EN

H6 STRAP @ 48"CC



TJI BLKG

2x6 BLKG

2x BLKG

EN16d w/ SPACING TO MATCH EN

JOIST PER PLAN

TOF

VARIES

SP PER PLAN

A

S-302AS IN

2x STUD WALL

HDR PER PLAN

3x FLAT PER

EXTERIOR FURRING WALL, SEE

15

S-600

15

S-600

1'-6"

2'-0"

(2) #5 T&B

CURB PER

8

S-500

CONC SLAB ON GRADE PER PLAN

S


STRUCTURAL

R

EFORPDERETSI

GE

S I N

ENGINEER

O AL


415 495 1635

CONSULTANT:



PROJECT NO.:

DRAWN BY:

CHK'D BY:

ORIGINAL DATE:

SHEET TITLE:

© 2

018 H

olt A

rchitects

, In

c.



PH: 951.462.1451

STAMPS:

SHEET No.:

PROJECT:

CLIENT:

LAWRENCE E.JONES

No. 3138

4/09/19

1 05/22/19





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SECTIONS

S-302

SECTIONS-302

1/2" = 1'-0"ASection 16

SECTIONS-302

1/2" = 1'-0"BSection 17

SECTIONS-302

1/2" = 1'-0"CSection 18

SECTIONS-302

1/2" = 1'-0"DSection 22

SECTIONS-302

1/2" = 1'-0"ESection 25

SECTIONS-302

1/2" = 1'-0"FSection 26

3

3

33

26

SLAB CONTROL JOINT (SJ) EXPANSION JOINT (EJ)CONSTRUCTION JOINT (CJ)

EXPANSION JOINT MATERIALPER SPECS

#4 DOWELS x 3'-0" @ 18"CC; CENTER ON JOINT

FIRST POUR SECOND POUR

1/8" SEMIRIGIDSEALANT

NOTE:1. CONSTRUCTION JOINTS AND CONTROL JOINTS SHALL DIVIDE SLAB INTO AREAS NOT EXCEEDING 225 SQ FT WITHOUT REENTRANT

CORNERS AND WITH LENGTH TO WIDTH RATIOS NOT EXCEEDING 1 1/2 TO 1. JOINT SPACING SHALL NOT EXCEED 15 FEET IN EITHER DIRECTION.

2. CONTRACTOR SHALL SUBMIT LAYOUT PLAN SHOWING PROPOSED CONTROL AND CONSTRUCTION JOINT LOCATIONS TO ARCHITECT & STRUCTURAL ENGINEER FOR REVIEW & APPROVAL.3. SEMIRIGID SEALANT TO BE EUCLID EUCO #700 OR EQUAL.

3/8" RADIUS TOOLED EDGES (VERIFY w/ ARCH IF SEALANT REQD)

3/8" RADIUSTOOLED EDGES

THICKEN SLAB 2"AT JOINT TYP

1/8" SAW CUT

3/8" SEALANT OVER5/8" PACKING MATERIAL

AT CONTRACTOR'S OPTION, SLAB REINFORCING MAY RUN THROUGH JOINT 24" MIN IN LIEU OF DOWELS

PROVIDE 1/2"Øx18" SMOOTH DOWELS @ 18"CC AT ENTRIES & ADA PATH

SEE PLAN FOR SUBGRADE, TYP

T/4

1/2"JOINT

1"

'T'

SLOPE IF REQDBY SOIL CONDITION

INDICATED ONFOUNDATIONPLAN BY:

90° STD HOOK,TYP

NOTE: VERTICAL BARS NOT SHOWN FOR CLARITY. PROVIDE AS NOTED ON DRAWINGS.

* ALTERNATE ATCMU WALL: USE 16" RISE & 32" RUN

SS

SS

D

CL

R 3"

TYP

LAP

CLR

3"

MIN

2'-0"

MA

X

12"*

CLR

3"

CLR

2"

D

MA

X

12"*

TYP

LAP

CL

R 2"

SJ, SEE

OPTIONAL SONOTUBE BLOCKOUT

NOTE: 1. SLAB BLOCKOUT SHALL NOT EXTEND BEYOND FOOTING.2. AT EXPOSED CONCRETE CONDITIONS, COORDINATE BLOCKOUT SHAPE AND SIZE w/ ARCH DWGS.

DOWEL TO MATCH SLAB REINF

EXTEND TYP SLAB REINF AT EDGE OF SLAB INTO BLOCKOUT

COLUMN PER PLAN, TYP

SLAB BLOCKOUT (CJ), TYP SEE OMIT DOWELS

EDGE CONDITION

DOWEL TO MATCH SLAB REINF

EXTEND TYP SLAB REINF AT EDGE INTO BLOCKOUT

CORNER CONDITION

MIN6"

MIN

6"

INTERIOR CONDITION

310SD001

1

S-500

1

S-500

DOUBLE LAYER BARS

SINGLE LAYER BARS

CORNER BARS MAY BE USEDIN LIEU OF SINGLE BEND

90° STD HOOK

TYP AT SPLICE

SEE CONCRETE NOTES FOR ADDL REQUIREMENTS

LAP

LA

P

NOTE: PROVIDE STD HOOK AT ENDS OF ALLINTERIOR REBAR, TYPICAL

NOTE:90° STD HOOK

LAP

HOOK

90° STD

HO

OK

90°

ST

D

HOOK

90° STD

HOOK

90° STD

HOOK

90° STD

LAP

HO

OK

90°

ST

D

LAP

AS

DIR

EC

TE

D B

YG

EO

TE

CH

NIC

AL

EN

GIN

EE

R

PIPE

CAULK WHERENECESSARY

LEAN-MIXCONC FILL

ALL HORIZ PIPES TO CLEARSLEEVE BY 1" ALL AROUND;WRAP RISERS w/ BLDG PAPERAS REQD TO PREVENT BOND

UTILITY PIPES TO BE LOCATED IN MIDDLE 1/3 OF FTG

NO DIGGING FORTRENCH PARALLELTO FOOTING BELOW THESE LINES

ROUGHEN TO1/4" AMPLITUDE

MULTIPLE UTILITY PIPESWHERE OCCUR, SHOWNDASHED; SEE NOTES

UTILITY PIPE RISERIN FTG, WHERE OCCURS;SEE NOTES

NOTE:STEP FOOTING DOWNTO MAINTAIN PIPE INMIDDLE 1/3 OF TOTALDEPTH OF FOOTING.

SLEEVE

2

1

NOTES:1. THE PROVISIONS HEREIN ARE APPLICABLE TO

CONTINUOUS FOOTINGS AND GRADE BEAMS.2. NO PIPES SHALL BE PLACED BELOW ISOLATED SPREAD

FOOTINGS OR WITHIN 2 TO 1 BEARING ZONE AROUND SPREAD FOOTINGS.

3. REINFORCING SHALL NOT BE INTERRUPTED, CUT OR DISPLACED BY PLACEMENT OF UTILITY PIPE.

4. LEAN MIX CONCRETE FILL TO BE PLACED BEFORE FOOTING IS CAST (MONO-POUR FOOTING CONC OPTIONAL.) MAKE SAME WIDTH AS FOOTING AND FULL WIDTH OF PIPE TRENCH.

5. STEP FOOTING IF PIPE OCCURS IN LOWER THIRD OF ORIGINAL FOOTING DEPTH.

6. IF PIPE IS IN PLACE PRIOR TO CASTING CONCRETE, WRAP PIPE w/ 1" STYROFOAM INSULATION IN LIEU OF SLEEVE.

7. UTILITY PIPES ARE NOT ALLOWED PARALLEL IN FOOTING.8. MULTIPLE UTILITY PIPES (TWO OR MORE) MAY BE

INSTALLED AS SHOWN, PROVIDED THEY ARE SPACED A MINIMUM OF (4) PIPE/CONDUIT DIAMETERS ON CENTER WITH A MINIMUM OF 3" OF CONCRETE BETWEEN. PIPE DIAMETER INDICATED IS THE ROUGH HOLE SIZE THRU FOOTING.

9. UTILITY PIPE RISERS MAY OCCUR IN CONTINUOUS FOOTINGS PROVIDED THEY ARE NO LARGER THAN (FOOTING WIDTH/6) AND OCCUR WITHIN THE MIDDLE 1/2 OF THE FOOTING WIDTH. MULTIPLE RISERS MAY OCCUR IF SPACED AS NOTED ABOVE.

10. UTILITY PIPES PERPENDICULAR TO FOOTINGS AND MORE THAN 2'-0" BELOW BOTTOM OF FOOTINGS DO NOT REQUIRE LEAN-MIX CONCRETE ENCASEMENT, SUBJECT TO ACCEPTANCE BY THE GEOTECHNICAL ENGINEER.

11. CONDITIONS NOT CONFORMING TO THE PARAMETERS NOTED ABOVE SHALL BE REVIEWED ON A CASE-BY-CASE BASIS.

D

D/3

D/3

D/3

9"

MIN

2'-0"

MIN 3"

SEE NOTES

SEE NOTES

MIN 6" 2

'-6"

MA

X

MIN TRENCH

2'-0"MIN

9"

END HOOKS & BENDS

TIES & STIRRUPS

90° 45°

180°

135°

90°

MINIMUM BEND DIAMETERD=6d FOR #3 THRU #8D=8d FOR #9 THRU #11D=10d FOR #14 THRU #18

NOTE: ALL HOOKS SHALL BE 90° OR 180° STANDARD HOOKSUNLESS OTHERWISE SHOWN OR NOTED.

MINIMUM BEND DIAMETERD=4d FOR #3 THRU #5D=6d FOR #6 THRU #8

12d

dd

3" M

IN6d

2 1/2" MIN

4d

6d F

OR

#5 A

ND

SM

ALLE

R12d F

OR

#6,

7, A

ND

8

D

D

D

D

D

D

PLAN VIEW

ANCHOR BOLTPER

CONC CURB PER

SHAPED 2x3 REDWOODNAILERS @ 16''CC, TYP AS REQD

WID

TH

ST

UD

4" 4" 8"

8

S-500

1

S-600

#4 CONT

#3 @ 18"CCEA SIDE WHERE WIDTH>6"STD HK

VA

RIE

S

OPTIONAL CJ, ROUGHEN TO 1/4'' AMPLITUDE

SE

E A

RC

H8"

MA

X

6" UNO, 10" MAX

SEE ARCH

SEE PLAN FOR SUBGRADE

SLAB ON GRADE PER PLAN

VA

RIE

S

(2) #3(3) #3 WHERE WIDTH>6"

#4 @ 18"CC

18"

18"

OPTIONAL CJ ROUGHEN TO 1/4" AMPLITUDE

2" CLR



MA

X

8"

#4 CONT

TH

ICK

EN

ED

ED

GE

8"

4"M

IN

REBAR

REBAR

STEEL ₧ PER DETAILS,2/3D MIN, TYP

NOTES:1. REINFORCING TO BE WELDED, EXCEPT ASTM A706, SHALL CONFORM TO

THE MATERIAL PROPERTY REQUIREMENTS OF ANSI/AWS D1.4, NEWEST EDITION.

2. ALL PREHEATING AND WELDING SHALL BE DONE IN ACCORDANCE WITH ANSI/AWS D1.4, NEWEST EDITION.

3. ALL WELDING SHALL BE CONTINUOUSLY INSPECTED BY A QUALIFIED LABORATORY.

E = MIN THROAT = .2D MIN

1/8" MIN

E

D

6D

SEE AT LEFT FOR SIZE

E

E

A

A

REBARE

D

2/D MIN

1ST POUR 2ND POUR

2x6 BEVELED KEYFULL WIDTH AT12'' MAX VERTICALSPACING & 6" EDGE DISTANCE

TYP LONGREINF

VERT REINFWHERE OCCURS

WH

ER

E

OC

CU

RS

OPTION: USE METAL K-LATHIN LIEU OF KEYS FOR FULL DEPTH OF FOUNDATION AT UNEXPOSEDFOUNDATIONS ONLY.

ADD TIE ORVERTICAL EASIDE OF JOINT

2" 2"

TY

P 1"

FO

OT

ING

ST

EM

WA

LL

CU

RB

TYP UNO

LAP

FOOTING

FINISHED GRADE

NATIVE UNDISTURBEDSOIL OR ROCK

ENGINEERED FILL

RELATIVE COMPACTIONGREATER THAN OR EQUALTO 90% AT LEAST 2% BELOW TO4% ABOVE OPTIMUM MOISTURE

FOOTINGEDGE OF

ENGINEEREDFILL

LIMITS OF

MOISTURE CONDITIONED FILL

RELATIVE COMPACTIONBETWEEN 87% TO 92%,AT LEAST 2% TO 6% OVEROPTIMUM MOISTURE

REQUIRED DEPTH OFENGINEERED FILL SHALL BE 2'-6" AND BE VERIFIED IN FIELD BY GEOTECHNICALENGINEER

SLOPE AS REQD BYGEOTECHNICAL REPORT

5'-0"

D≥0

SE

CT

ION

SE

E

SLAB ON GRADE PER PLAN

SUBGRADE PER PLAN, MAINTAIN THICKNESS AT SLAB DEPRESSION

NOTE:DETAIL APPLIES TO DEPRESSION / STEPS ≤ 2". FOR LARGER DEPRESSION / STEPS, SEE

T

T

(2"

MA

X)

S

EE

AR

CH

PE

RP

LA

N

PE

RP

LA

N

9

S-500

HOUSEKEEPING PAD AS REQD, SEE MECH/ELEC DRAWINGS FOR LOCATION AND EXTENT

#4 @ 18"CC TYP AT PERIMETER


#4 @ 12"CC EW @ MID-DEPTH OF PAD

℄ EQUIP ATTACHMENT

#4 CONTTYP

ROUGHEN TO 1/4''AMPLITUDE, MONOLITHIC POUR OPTIONAL

TYPICAL SLAB REINFORCING

18"

18"


TYP

2" CLR

SEE MECH/ELEC DRAWINGS FOR EQUIP ATTACHMENT

ADDL DOWELS @ 18"CC NEAR

℄ OF PAD WHEN WIDTH OF PAD EXCEEDS 10'

(4"

TY

P,

6"

MA

X)

PE

R M

EC

H/E

LE

C

(6" MIN)

14 BOLT DIA

COORD w/ EQUIP LAYOUT

DRILL & EPOXY #4 DOWEL w/ 2 1/2" EMBED @ (E) SLAB CONDITION (4" MIN SLAB THICKNESS)

S


STRUCTURAL

R

EFORPDERETSI

GE

S I N

ENGINEER

O AL


415 495 1635

CONSULTANT:



PROJECT NO.:

DRAWN BY:

CHK'D BY:

ORIGINAL DATE:

SHEET TITLE:

© 2

018 H

olt A

rchitects

, In

c.



PH: 951.462.1451

STAMPS:

SHEET No.:

PROJECT:

CLIENT:

LAWRENCE E.JONES

No. 3138

4/09/19

1 05/22/19





C:\re

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TYPICAL CONCRETEDETAILS

S-500

DETAILS-500

1" = 1'-0"1

SLAB ON GRADE JOINTS310SD001 - Slab-On-Grade Joints

DETAILS-500

3/8" = 1'-0"2

FOOTING STEP200SD016 - Footing Step

DETAILS-500

1" = 1'-0"3

SLAB BLOCKOUT310SD002 - Slab Blockout

DETAILS-500

3/8" = 1'-0"4

INTERSECTION & CORNERREINF AT FTGS

200SD011 - Corner Reinforcing

DETAILS-500

3/8" = 1'-0"5

FOOTINGS AT UTILITY PIPES200SD003 - Footings at Utility Pipes

DETAILS-500

1" = 1'-0"6

STANDARD REBAR HOOKS &BENDS

300SD001 - Std Rebar Hooks & Bends

DETAILS-500

1" = 1'-0"7

NAILERS IN CONCRETE CURB310SD009 - Nailers in concrete Curb

DETAILS-500

1" = 1'-0"8

CURB AT SOG310SD006 - Curb at Slab on Grade

DETAILS-500

1" = 1'-0"9

STEP IN SLAB310SD003 - Step In Slab

DETAILS-500

3/8" = 1'-0"10

REBAR WELDING300SD002 - Rebar Welding Detail

DETAILS-500

1/2" = 1'-0"11

FOUNDATION CONSTRUCTIONJOINT

200SD012 - Foundation ConstructionJoint

DETAILS-500

3/8" = 1'-0"13

ENGINEERED FILL200SD001 - Rev - Engineered Fill

DETAILS-500

1" = 1'-0"12

SLAB DEPRESSION310SD004 - Slab Depression

APPLICABLE TO ALL DRAWINGS UNLESS NOTED OR SHOWN OTHERWISE

TYPICAL DETAILS

DETAILS-500

3/4" = 1'-0"14

HOUSEKEEPING PAD AT SLABON GRADE

310SD005 - Housekeeping Pad at Slabon Grade

26

Mechanical Information



ADDENDUM ITEMS: MECHANICAL – SPECIFICATIONS VOLUME #4 U.N.O.


M1. M-1.1 PLUMBING EQUIPMENT

CALLOUT

REMOVE “TO REMAIN” FROM CALLOUTS. ALL EQUIPMENT IS NEW. Holt

M2. M-1.1 NEW CONSTRUCTION NOTE 9 -

THERMOSTAT LOCATION

ADD NEW CONSTRUCTION NOTE 9 TO READ AS FOLLOWS:

“COORDINATE FINAL THERMOSTAT LOCATION WITH OWNER DURING

CONSTRUCTION.”

Holt

M3. M-1.1 IT/COMMUNICATION ROOM

VENTILATION

ADD A DIFFUSER AND DUCTWORK TO IT/COMMUNICATION ROOM.

REALLOCATED 50 CFM FROM THE HALLWAY TO IT/COMMUNICATION ROOM.

SEE ATTACHMENT “MB”.

Holt

M4. M-1.1 MOUNTING HEIGHT

COORDINATION FOR FAN AND

DUCTWORK.

NEW SHEET M-2.1, MECHANICAL SECTION INDICATING DESIRED HEIGHT OF

DUCTWORK, FANS AND THE NEDERMAN EXHAUST SYSTEM.

Holt

M5. M1-1 MOTORIZED LOUVER

PLACEMENT

RELOCATE LOUVER AND MOTORIZED DAMPER IN APPARATUS BAY TO BE ABOVE

EXTERIOR DOOR.

SEE ATTACHMENT “MC”.

Holt

M6. M-1.1 GENERAL NOTE 18 - REMOTE

DUCT DETECTOR LOCATION

ADD GENERAL NOTE 18 TO READ AS FOLLOWS;

“FOR DUCT DETECTOR, SEE DETAIL 13/M-3.1” TO M-1.1

Holt

M7. M-1.1 DUCT DETECTOR RELOCATION RELOCATE DUCT DETECTOR TO INCREASE STRAIGHT LENGTH OF DUCT BEFORE

DUCT DETECTOR TO DECREASE READING ERROR.

SEE ATTACHMENT “MD”.

Holt

M8. M-1.1 NEDERMAN DUCT SIZING RESIZE NEDERMAN EXHAUST DUCTWORK TO MATCH MANUFACTURER

REQUIREMENTS.

SEE ATTACHMENTS “ME” AND “MF”

Holt

M9. M-1.1/P4.1 NEW GENERAL NOTE #13 -

WATER HEATER ROOM MAKE UP

AIR

NEW GENERAL NOTE #13 ADDED TO READ AS FOLLOWS;

“ALL RESTROOM & JANITOR CLOSET DOORS SHALL HAVE A 1” UNDERCUT.”

Holt

M10. M-1.2 CONDENSING UNIT PLACEMENT RELOCATED CONDENSING UNIT CU-1 TO BE OFF WALL 12” CLEAR TO CURB.

SEE ATTACHMENT “MG”.

Holt

M11. M-2.1 NEW SHEET M-2.1 MECHANICAL

SECTION

NEW SHEET TO COORDINATE MOUNTING HEIGHTS IN APPARTATUS BAY.

SEE ATTACHMENT “MH”.

Holt

Mechanical Attachments:


MA. SKETCH MSK-001 -CLEARANCE COORDINATION 1

MB. SKETCH MSK-002 -IT/COMMUNICATION ROOM VENTILATION 1

MC. SKETCH MSK-003 -MOTORIZED LOUVER PLACEMENT 1

MD. SKETCH MSK-004 -DUCT DETECTOR RELOCATION 1

ME. SKETCH MSK-005 -NEDERMAN DUCT SIZING 1

MF. SKETCH MSK-006 -NEDERMAN DUCT SIZING 1

MG. SKETCH MSK-007 -CONDENSING UNIT PLACEMENT 1

MH. NEW SHEET M-2.1 MECHANICAL SECTION 1

E

D.8

D

5 4

5

AC

6

AC

4' -

0"

2' - 10"

3' -

0"

3' - 0"

4' -

0"

2' - 10"

3' -

0"

3' - 0"

15' - 3"

15' - 3"

3

REGIS

TERE

DPROF

RE

ENI

GNE

ESSIONAL

ETA

TS

FO FILACO

AINR

M

No. 33209

E CHAN ICA L

NHOJNEVETS

M.

NOS

EXP. 9-30-2019

SCALE:

PROJECT No.:

DRAWN BY:

CHECKED BY:



PH: 951.462.1451

SHEET No.:

DATE:

REFERENCE:PROJECT:

TITLE:COMPANY:



08/26/198071 LUXOR AVE.NILAND, CA 92257

19-022

AS SHOWN

C:\Users\lriley\Documents\19-022 Niland Public Safety Building_MEP_Central_LcullenMKK37.rvt8/23/2019 1:44:54PM

PLAN CHANGE - CLEARANCE COORDINATION

MSK-001

LC

LH

1/M-1.2

ADD.#03

1/4" = 1'-0"CLEARANCE COORD. 1

BJones

Text Box

ADDENDUM #3 - ATTACHMENT M-A

BJones

Text Box

PAGE 1 OF 1

C

B.2

6

IT/COMMUNICATIONS

106

8x8 CD

165 CFM

8x8 CD

160 CFM

1

FC

T AC-4

16"ø

8"ø

8"ø

14"ø

14"ø

10"ø

18"ø

2 RFER LINES1/4"Ø & 3/8"Ø

8x8 CR

210 CFM

6x6 CD

50 CFM

3

3

REGIS

TERE

DPROF

RE

ENI

GNE

ESSIONAL

ETA

TS

FO FILACO

AINR

M

No. 33209

E CHAN ICA L

NHOJNEVETS

M.

NOS

EXP. 9-30-2019

SCALE:

PROJECT No.:

DRAWN BY:

CHECKED BY:



PH: 951.462.1451

SHEET No.:

DATE:

REFERENCE:PROJECT:

TITLE:COMPANY:




19-022

AS SHOWN


PLAN CHANGE - IT/COMMUNICATION ROOM VENTILATION

MSK-002

LC

LH

1/M-1.1

ADD.#03

1/4" = 1'-0"I.T. RM VENTILATION 1

BJones

Text Box

ADDENDUM #3 - ATTACHMENT M-B

BJones

Text Box

PAGE 1 OF 1

F

3 2

NEDERMAN MAGNA TRACK HAS GREEN SYSTEM.SYSTEM DESIGN BY NEDERMAN. CONFIRM EXACT SELECTION AND LOCATION PRIOR TO INSTALLATION

SEF-3,

EF-4

72X48" LOUVER WITH MIN. 50% FREE AREA. PROVIDE MOTORIZED DAMPER INTERLOCKED WITH EF-3 & EF-4

NEDERMAN MAGNA TRACK EXTRACTION SYSTEM

REGIS

TERE

DPROF

RE

ENI

GNE

ESSIONAL

ETA

TS

FO FILACO

AINR

M

No. 33209

E CHAN ICA L

NHOJNEVETS

M.

NOS

EXP. 9-30-2019

SCALE:

PROJECT No.:

DRAWN BY:

CHECKED BY:



PH: 951.462.1451

SHEET No.:

DATE:

REFERENCE:PROJECT:

TITLE:COMPANY:




19-022

AS SHOWN


PLAN CHANGE - MOTORIZED LOUVER PLACEMENT

MSK-003

LC

LH

1/M-1.1

ADD.#03

1/4" = 1'-0"LOUVER PLACMENT 1

3

BJones

Text Box

ADDENDUM #3 - ATTACHMENT M-C

BJones

Text Box

PAGE 1 OF 1

C

B.2

B

4

CORRIDOR108

CONFERENCE110

RECEPTION111

8x8 CD

200 CFM8x8 CD

200 CFM

8x8 CD

200 CFM

8x8 CD

200 CFM

12X12 CR

400 CFM

T AC-1

T AC-2

22"ø

2

JANITOR116

FSD

FSD FSD

DD

DD

8"ø12"ø

12"ø

8"ø

20"x

20"

8"ø

3

REGIS

TERE

DPROF

RE

ENI

GNE

ESSIONAL

ETA

TS

FO FILACO

AINR

M

No. 33209

E CHAN ICA L

NHOJNEVETS

M.

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EXP. 9-30-2019

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PROJECT No.:

DRAWN BY:

CHECKED BY:



PH: 951.462.1451

SHEET No.:

DATE:

REFERENCE:PROJECT:

TITLE:COMPANY:




19-022

AS SHOWN


PLAN CHANGE - DUCT DETECTOR RELOCATION

MSK-004

LC

LH

1/M-1.1

ADD.#03

1/4" = 1'-0"DD RELOCATION 1

BJones

Text Box

ADDENDUM #3 - ATTACHMENT M-D

BJones

Text Box

PAGE 1 OF 1

E

D

36x18 RG

1600 CFM

10" Ø EXHAUST DUCT UP TO NEDERMAN EXHAUST FAN ON ROOF

24X24 OPENING UP TO EF-3 WITH 1/4" MESH SCREEN

16"ø

16"ø



6"ø

10"ø

6"ø

MOTORIZED DAMPER

8"ø

REGIS

TERE

DPROF

RE

ENI

GNE

ESSIONAL

ETA

TS

FO FILACO

AINR

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No. 33209

E CHAN ICA L

NHOJNEVETS

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EXP. 9-30-2019

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PROJECT No.:

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CHECKED BY:



PH: 951.462.1451

SHEET No.:

DATE:

REFERENCE:PROJECT:

TITLE:COMPANY:




19-022

AS SHOWN


PLAN CHANGE - NEDERMAN DUCT SIZING

MSK-005

LC

LH

1/M-1.1

ADD.#03

1/4" = 1'-0"NEDERMAN SIZING 1

3

BJones

Text Box

ADDENDUM #3 - ATTACHMENT M-E

BJones

Text Box

PAGE 1 OF 1

F

36x18 RG

1600 CFM

72X48" LOUVER WITH MIN. 50% FREE AREA. PROVIDE MOTORIZED DAMPER INTERLOCKED WITH EF-3 & EF-4

24X24 OPENING UP TO EF-4 WITH 1/4" MESH SCREEN

6"ø


VOLUME DAMPER (TYP 3)

MOTORIZED DAMPER

REGIS

TERE

DPROF

RE

ENI

GNE

ESSIONAL

ETA

TS

FO FILACO

AINR

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No. 33209

E CHAN ICA L

NHOJNEVETS

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PROJECT No.:

DRAWN BY:

CHECKED BY:



PH: 951.462.1451

SHEET No.:

DATE:

REFERENCE:PROJECT:

TITLE:COMPANY:




19-022

AS SHOWN


PLAN CHANGE - NEDERMAN DUCT SIZING

MSK-006

LC

LH

1/M-1.1

ADD.#03

1/4" = 1'-0"NEDERMAN SIZING 1

BJones

Text Box

ADDENDUM #3 - ATTACHMENT M-F

BJones

Text Box

PAGE 1 OF 1

C

B

3

1

CU

2

AC

1

AC

3' -

0"

3' - 0"4' - 0" 3' - 0"

3' -

0"

2 REFR LINES 1/4"Ø & 3/8"Ø DN TO BELOW

REGIS

TERE

DPROF

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ESSIONAL

ETA

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FO FILACO

AINR

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No. 33209

E CHAN ICA L

NHOJNEVETS

M.

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EXP. 9-30-2019

SCALE:

PROJECT No.:

DRAWN BY:

CHECKED BY:



PH: 951.462.1451

SHEET No.:

DATE:

REFERENCE:PROJECT:

TITLE:COMPANY:




19-022

AS SHOWN


PLAN CHANGE - CONDENSING UNIT PLACEMENT

MSK-007

LC

LH

1/M-1.2

ADD.#03

1/4" = 1'-0"C.U. PLACEMENT 1

3

BJones

Text Box

ADDENDUM #3 - ATTACHMENT M-G

BJones

Text Box

PAGE 1 OF 1

FINISH FLOOR0' - 2"

T.O. DOOR7' - 2"

T.O. PARAPET 120' - 0"

T.O. PARAPET 223' - 0"

T.O. WINDOW10' - 0"

T.O. STRUCTURE14' - 6"

4 1

NENDERAN EXHAUST SYSTEM

1' -

3 1

/2"

4' -

7 1

/2"

13

' - 6

"

3 2

2' -

5"

275 W. Hospitality Lane Suite #100

San Bernardino, CA 92408

Phone: 909.890.3700

Fax: 909.890.3770

email: [email protected]

DESIGN WEST ENGINEERINGMECHANICAL ELECTRICAL ENERGY CONSULTANTS

REGIS

TERE

DPROF

RE

ENI

GNE

ESSIONAL

ETA

TS

FO FILACO

AINR

M

No. 33209

E CHAN I CA L

NHOJNEVETS

M.

NOS

EXP. 9-30-2019

CONSULTANT:



PROJECT NO.:

DRAWN BY:

CHK'D BY:

ORIGINAL DATE:

SHEET TITLE:

© 2

018 H

olt A

rchitects

, In

c.



PH: 951.462.1451

STAMPS:

SHEET No.:

PROJECT:

CLIENT:

19-022

GENERAL NOTES

CONSTRUCTION NOTES




08/12/19 ADDENDUM #23

C:\U

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Author

Checker


8071 LUXOR AVE.NILAND CA 92257

MECHANICALSECTION

M-2.11/2" = 1'-0"MECHANICAL APPARATUS BAY SECTION 1

3

Plumbing Information



ADDENDUM #3 ITEMS: PLUMBING – SPECIFICATIONS VOLUME #4 U.N.O.


P1. P-2.1 MECHANICAL EQUIPMENT

IDENTIFICATION

LABELED ALL MECHANICAL EQUIPMENT ON PLUMBING SHEETS. Holt

P2. P-0.1 PIPE MATERIAL SCHEDULE

CLARIFICATION

REVISE TO READ AS FOLLOWS;

“NO-HUB CAST IRON FROM BELOW GROUND WASTE & REVISED ALL COLD

WATER LINES BELOW GROUND TO BE SCHEDULE 80 PVC.”

SEE ATTACHMENT “PB”.

Holt

P3. P-1.1 ISOLATION VALVE LOCATION ADD ISOLATION VALVES TO RESTROOM 126 & RESTROOM 128.

SEE ATTACHMENT “PC”.

Holt

P4. P-1.1/P-3.1 GAS METER CLARIFICATION NEW DETAIL 16 & 17 TO CLARIFY GAS METER AND SIESMIC VALVE MOUNTING.

SEE ATTACHMENTS “PD”AND “PE”.

Holt

P5. P-4.1 LABEL CONDENSATE LINES ADD NOTE TO DETAIL TO READ AS FOLLOWS:

“NOTE: LABEL EACH CONDENSATE LINE”

Holt

P6. P-1.1 NEW GENERAL NOTE #15 -

ACCESS PANEL LOCATION

NEW GENERAL NOTE #15 TO READ AS FOLLOWS;

“ADD ACCESS PANELS WHERE EQUIPMENT IN WALLS REQUIRES. IF ACCESS PANEL

LOCATION NOT PROVIDED ON PLANS, VERIFY LOCATION WITH ARCHITECT PRIOR

TO INSTALLATION.”

Holt

P7. P-0.1/P-1.2 DRINKING FOUNTAIN CHILLER DF-1 INTEGRAL CHILLER TO BE REPLACED WITH REMOTE CHILLER LOCATED

ABOVE CEILING.

SEE ATTACHMENT “PJ”.

Holt

P8. P-1.1 HOSE BIBB RELOCATION REVISED HB-1 LOCATION TO COMPLY WITH ADA REQUIREMENTS.

SEE ATTACHMENT “PK”.

Holt

P9. P-1.1 HOSE BIBB ADDITION ADDED A HOSEBIBB TO COLD WATER RISER.

SEE ATTACHMENT “PQ”.

Holt

P10. P1.2 STORM DRAIN NOTE

CLARIFICATION

LABELED STORM DRAINS ON NORTH SIDE OF THE BUILDING NEAR GRID LINE A. 3

TOTAL.

Holt

P11. P-1.2 WASTE LINE/FOUNDATION

COORDINATION

RELOCATE WASTE LINE TO COMPLY WITH STRUCTURAL FOOTING CLEARANCE

REQUIREMENTS.

SEE ATTACHMENTS “PM”AND “PN”.

Holt

P12. P-1.2 TRAP PRIMER REQUIREMENTS ADD TRAP PRIMER FOR GARAGE TRENCH DRAINS. CONNECT JANITOR SINK TO

NEARBY TRAP PRIMER LOCATED IN SHOWER ROOM.

SEE ATTACHMENTS “PL”AND “PQ”.

Holt

P13. P-1.2 CHASE/WALL SPACE

COORDINATION

RELOCATE PLUMBING DROPS TO INDICATE DROPS AND RISERS TO BE LOCATED

IN PLUMBING WALL.

Holt

P14. P-1.2 NEW DETAIL - COMBUSTION AIR

IN JANITOR SINK

ADD DETAIL 18 TO SHOW CONCENTRIC VENT LINES.

SEE ATTACHMENT “PF”.

Holt

P15. P-1.2 NEW GENERAL NOTE #13 -

PIPING IN FIRE RATED WALL

ADD NEW GENERAL NOTE #13 TO READ AS FOLLOWS:

“ALL PIPING IN AND PROTRUDING FROM FIRE WALLS ARE TO BE METAL PIPE WITH

FIRESTOPPING AT PENETRATIONS.”

Holt

P16. P-1.2 CONDENSATE SECONDARY

DRAIN LOCATION CALLOUT

ADD CALLOUT TO DETAIL 13 TO SHOW LOCATION OF SECONDARY DRAIN

LOCATION.

Holt



ADDENDUM #3 ITEMS: PLUMBING – SPECIFICATIONS VOLUME #4 U.N.O.


P17. P-2.1/4.2 HOSE BIBB ON ROOF LOCATION ADD ROOF HYDRANT (HB-2) TO ROOF. ADDITIONAL HOSE BIBB DETAILS

PROVIDED.

SEE ATTACHMENTS “PI”,“PO”, AND “PP”.

Holt

P18. P-2.1 MECHANICAL EQUIPMENT

CALLOUT

REMOVE “TO REMAIN” TO EXISTING EQUIPMENT CALLOUT. ALL EQUIPMENT

SHOWN S NEW.

Holt

P19. P-2.1 VENT CLEARANCE

CLARIFICATION

ADD CALLOUT INDICATING PURPOSE OF THE VENT CLEARANCE CIRCLE TO READ

AS FOLLOWS;

“10’ CLEARANCE REQUIRED FOR ALL MECHANCIAL INTAKES”

Holt

P20. P4.1 CLARIFY COMPRESSOR PIPING

DIAGRAM

REMOVED AIR DRYER AND SEPARATE OIL SEPERATOR. ADDED CONDENSATE LINE

TO FLOOR SINK.

SEE ATTACHMENT “PR”.

Holt

P21. P-0.1/P-1.1/P-4.1 BOOSTER PUMP ADDITION SCHEDUELD NEW BOOSTER PUMP, BOOSTER PUMP TO BE LOCATED IN JANITOR

CLOSET & BOOSTER PUMP DETAIL PROVIDED.

SEE ATTACHMENT “PG”.

Holt

P22. P-0.1/P-1.1 HOSE BIBB TAMPER PROTECTION REVISE HB-1 IN SCHEDULE TO INCLUDE LOCK BOX REQUIREMENT. ADD HB-2, FOR

ROOF HYDRANT. DETAILS FOR REVISED BIBB AND HYDRANT PROVIDED.

SEE ATTACHMENTS “PI”AND “PH”.

Holt

Plumbing Attachments:


PA. SKETCH PSK-001 -COLD WATER SCHEDULE 1

PB. SKETCH PSK-002 PIPE MATERIAL SCHEDULE CLARIFICATION 1

PC. SKETCH PSK-003 -ISOLATION VALVE LOCATION 1

PD. SKETCH PSK-004 NEW DETAIL -GAS METER CLARIFICATION 1

PE. SKETCH PSK-005 NEW DETAIL -GAS METER CLARIFICATION 1

PF. SKETCH PSK-006 NEW DETAIL -COMBINATION FLUE VENT 1

PG. SKETCH PSK-007 NEW DETAL - BOOSTER PUMP MOUNTING 1

PH. SKETCH PSK-008 NEW DETAIL -ROOF HYDRANT CONNECTION 1

PI. SKETCH PSK-009 NEW DETAIL -HOSE BIBB CONNECTION 1

PJ. SKETCH PSK-010 -DRINKING FOUNTAIN REMOTE CHILLER 1

PK. SKETCH PSK-011 -HOSE BIBB RELOCATION 1

PL. SKETCH PSK-012 -TRAP PRIMER REQUIREMENTS 1

PM. SKETCH PSK-013 -WASTE LINE/ FOUNDATION COORDINATION 1

PN. SKETCH PSK-014 -WASTE LINE/ FOUNDATION COORDINATION 1

PO. SKETCH PSK-015 NEW FIXTURE -HOSE BIBB ON ROOF 1

PP. SKETCH PSK-016 NEW FIXTURE -ROOF HYDRANT ON ROOF 1

PQ. SKETCH PSK-017 NEW EQUIPMENT -PUMP, TP TO JAN. SINK & HB ADDITION 1

PR. SKETCH PSK-018 -AIR COMPRESSOR CONNECTION DETAIL 1

VE

LOC

ITY FO

R H

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ATE

R P

IPIN

G LE

SS

THA

N 5 FT. P

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SE

CO

ND

PIP

E S

IZE IS

BA

SE

D O

N C

HA

RT A

105.1(1) @ 3.6 P

.S.I. / 100 FT.

FIXTU

RE

UN

ITS A

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BA

SE

D O

N TA

BLE

A 103.1(2) FR

OM

AP

PE

ND

IX A

41 6 6

44

88 164

L WC

1 5

6 30

FIXTU

RE

UN

ITS

3/4"

3"4" 1-1/2"

2"2-1/2"

1"1-1/4"

SIZE

1/2"

TOTA

L NE

W FIX

TUR

E U

NITS

PIP

E S

IZE S

CH

ED

ULE

NU

MB

ER

TOTA

L

FIXTU

RE

UN

ITS (C

OLD

)

FIXTU

RE

UN

IT

MA

XIM

UM

SIZE

FOR

HO

T WA

TER

PIP

ING

SH

ALL B

E 1-1/2"

VE

LOC

ITY FO

R C

OLD

WA

TER

PIP

ING

LES

S TH

AN

8 FT. PE

R S

EC

ON

D U

WM

B

PLU

MB

ING

WA

TE

R S

IZIN

G F

OR

M

1171

691

54

187

433

1528 6 1

1171

630160

230

13

298

90 00

3065

120

19 12

8.0

8.0

5.5

6.0

7.5

4.8

4.0

0 01.5

5.5

2.5

3.2

F. TAN

KF. V

ALV

EG

PM

VE

LOC

ITY

60TO

TAL G

PM

3S

H2

6

1D

F.5

0.5

33

9JS

42

8S

11S

T HB

2.52.5

5A

DD

. HB

15

1E

EW

--

1R

H1

1

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19-022

AS SHOWN


PLAN CHANGE - COLD WATER SCHEDULE

PSK-001

LC

LH

1/P-0.1

ADD.#03

12" = 1'-0"WATER SIZING FORM 1

3

BJones

Text Box

ADDENDUM #3 - ATTACHMENT A

BJones

Text Box

PAGE 1 OF 1

Schedule 40 ABS Solvent-Weld ABS

Copper L Tube Soldered Bronze N/A125

N/AN/A

PIPE MATERIAL SCHEDULE

SERVICE VALVE

COLD WATERABV. GROUND

COLD WATER BELOW GROUND TO5' OUTSIDE BUILDING

COLD WATERBELOW GROUNDBEYOND 5'-0"

HOT WATERABV. GROUND

VENT

WASTE & SOIL DRAINSBELOW GRADE

WASTE & SOIL DRAINSABOVE GRADE

CONDENSATE

COPPER L TUBE

SCHEDULE 80 PVC

COPPER L TUBE

POLYETHYLENE PIPINGSTAINLESS STEEL TUBING

NO-HUB CAST IRON

SCHEDULE 40 ABS

NO-HUB CAST IRON

COPPER M TUBE

SOLDERED

SOLVENT-WELD

SOLDERED

PER MANF.

NO-HUB

SALVENT-WELD

NO-HUB

SOLDERED

CAST BRONZE/WROUGHT COPPER 125

BALL

GATECHECK

PVC 125 GATE

CAST BRONZE/WROUGHT COPPER 125 CHECK

BALL

STAINLESS STEEL TUBING PER MANF. PER MANF.

N/A N/A N/A

N/A N/AABS

N/A N/A N/A

125 N/ABRONZE

FUEL GAS

PIPE MATERIAL

& WEIGHT

TYPE OF

JOINTS

PRESSURE

FITTING

MATERIAL

SHUT-OFF

RATINGS

PSI - SwP

SCHEDULE 80 PVC SOLVENT-WELD PVC 125 GATE

REGIS

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19-022

AS SHOWN


PIPE MATERIAL SCHEDULE CLARIFICATION

PSK-002

LC

LH

P-0.1

ADD.#03

1 : 1PIPE MAT. SCHED. 1

3

3

3

BJones

Text Box

ADDENDUM #3 - ATTACHMENT B

BJones

Text Box

PAGE 1 OF 1

BJones

Text Box


BJones

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PAGE 1 OF 1

BJones

Text Box


BJones

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PAGE 1 OF 1

E

D.8

D

5 4

JANITOR125

LOCKER127

RESTROOM128

CORRIDOR117

2

L

1

SH

2

L

1

FD

3/4" LOW PRESSURE GASDN TO SERVE KITCHEN RANGE

1"ø CW

1 1/4"ø CW

1"ø HW

3/4"ø G

1 1/4"ø HW

1 1/4"ø HW 2"ø CW

2"ø G

2"ø G

G

G

G GG

1" LOW PRESSURE GAS UP TO AC UNIT ON ROOF

6

6

2

6

2

1"ø G

3/4"ø CW

1"ø CW

1 1/4"ø CW

3

3REGIS

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EDPRO

F

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19-022

AS SHOWN


PLAN CHANGE - ISOLATION VALVE LOCATION

PSK-003

LC

LH

1/P-1.1

ADD.#03

1/4" = 1'-0"ISLOATION VALVE 1

BJones

Text Box

ADDENDUM #3 - ATTACHMENT C

BJones

Text Box

PAGE 1 OF 1

GAS REGULATOR (BY OTHERS)

FULL SIZE GAS COCK

GAS IN (FROM SITE PIPING)

GAS OUT(TO BUILDING)

SEISMIC VALVESEE

17

P-4.1

GAS METER(BY OTHERS)

REGIS

TER

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F

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19-022

AS SHOWN


NEW DETAIL - GAS METER CLARIFICATION

PSK-004

LC

LH

16/P-4.1

ADD.#03

12" = 1'-0"GAS METER 1

3

BJones

Text Box

ADDENDUM #3 - ATTACHMENT D

BJones

Text Box

PAGE 1 OF 1

"B-LINE" B22 CHANNEL (OR EQUAL)

"B-LINE" B2400SERIES PIPECLAMP (OR EQUAL)

3/8"Ø BOLTS & CHANNEL NUTS

3/8"Ø X 3" LAG BOLT

GAS LINE

"B-LINE" B2400 SERIES PIPE CLAMP (OR EQUAL)

SEISMIC PRODUCTS MODEL 314 SEISMIC VALVE

"B-LINE" B22 CHANNEL (OR

EQUAL)

REGIS

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19-022

AS SHOWN


NEW DETAIL - GAS METER CLARIFICATION

PSK-005

LC

LH

17/P-4.1

ADD.#03

12" = 1'-0"SEISMIC VALVE 1

3

BJones

Text Box

ADDENDUM #3 - ATTACHMENT E

BJones

Text Box

PAGE 1 OF 1

ROOFING OVER BASE

18 GA. G.I. WEATHER GOOD RIVIT AND SOLDER TO VENT PIPE

SEE ARCHITECTURAL DWGS FOR ROOF CONSTRUCTION

1" MIN. CLEARANCE

AMERI-VENT THIMBLE

INTAKE / COMBUSTION AIR. SEE PLANS FOR SIZE AND LOCATION.

VENT EXHAUST SEE PLANS FOR SIZE & LOCATION.

18 GA. G.I. FLASHING SECURE TO ROOF WITH #10 SHEET METAL SCREWS AT 6" O.C.

8" MIN.

18" MIN.

REGIS

TER

EDPRO

F

RE

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19-022

AS SHOWN


NEW DETAIL - COMBINATION FLUE VENT

PSK-006

LC

LH

18/P-4.1

ADD.#03

12" = 1'-0"FLUE THRU ROOF 1

3

BJones

Text Box

ADDENDUM #3 - ATTACHMENT F

BJones

Text Box

PAGE 1 OF 1

CONTROL PANEL

SOLENOID VALVE

AQUASTAT

PRESSURE GAUGE

SUCTION CONNECTION

BALL VALVE

PRV

(4) 5/8 SLOTS 5/8" (16MM) WIDEFOR 1/2" X 4 (13MM X102MM) LGANCHOR BOLT RECOMMENDED(TYP OF 8)

PUMP & MOTOR

BALL VALVEDISCHARGE CONNECTION

PRESSURE GAUGE

REGIS

TER

EDPRO

F

RE

ENI

GNE

ESSIONAL

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19-022

AS SHOWN


NEW DETAL - BOOSTER PUMP MOUNTING

PSK-007

LC

LH

19/P.4.1

ADD.#03

12" = 1'-0"BOOSTER MTG 1

3

BJones

Text Box

ADDENDUM #3 - ATTACHMENT G

BJones

Text Box

PAGE 1 OF 1

REGIS

TER

EDPRO

F

RE

ENI

GNE

ESSIONAL

ETA

TS

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19-022

AS SHOWN


NEW DETAIL - ROOF HYDRANT CONNECTION

PSK-008

LC

LH

2/P-4.1

ADD.#03

3

12" = 1'-0"RH CONNECTION 1

BJones

Text Box

ADDENDUM #3 - ATTACHMENT H

BJones

Text Box

PAGE 1 OF 1

3/4"CW

GROUTANNULARSPACETYP.

VACUUMBREAKER

CONC. BLOCKWALL IN OTHERSECTION. REFERTO STRUCT'L DWGS.

WOODFORD MODEL#B24 7 1/8" Wx8 3/4"Hx3 3/4"D W/ 3/4" CWSUPPLY - LESS DOOR

A

A SECTION - A

HB

1

REGIS

TER

EDPRO

F

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ESSIONAL

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19-022

AS SHOWN


NEW DETAIL - HOSE BIBB CONNECTION

PSK-009

LC

LH

1/P-4.2

ADD.#03

12" = 1'-0"HOSE BIBB 1

3

BJones

Text Box

ADDENDUM #3 - ATTACHMENT I

BJones

Text Box

PAGE 1 OF 1

RESTROOM115

1

FD

3/4"ø CW3/4"ø HW

3/4"ø HW

2"ø CW

3/4"ø HW

6

2"ø CW

1

U

TMV

1

REMOTE CHILLER IN CEILING SPACE. ACCESS PANEL REQUIRED FOR SERVICE.

REGIS

TER

EDPRO

F

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GNE

ESSIONAL

ETA

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19-022

AS SHOWN


PLAN CHANGE - DRINKING FOUNTAIN REMOTE CHILLER

PSK-010

LC

LH

1/P-1.1

ADD.#03

1/4" = 1'-0"CHILLER PLACEMNT 1

3

BJones

Text Box

ADDENDUM #3 - ATTACHMENT J

BJones

Text Box

PAGE 1 OF 1

A

5

INTERVIEW102

RESTROOM114

RESTROOM115

1

L

WHA

1

TP

1

1

HB

1 1/2"ø CW

(TYP 2)

6

11 1/2"ø CW

1

WC

1

FD

1

U

REMOTE CHILLER IN CEILING SPACE

3

3

REGIS

TER

EDPRO

F

RE

ENI

GNE

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ETA

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19-022

AS SHOWN


PLAN CHANGE - HOSE BIBB RELOCATION

PSK-011

LC

LH

1/P-1.1

ADD.#03

1/4" = 1'-0"HB PLACEMENT 1

BJones

Text Box

ADDENDUM #3 - ATTACHMENT K

BJones

Text Box

PAGE 1 OF 1

E

D.8

D

4

LOCKER127

RESTROOM128

2

L

1

SH

1

JS

2

L

1

EEW

3/4"ø CW

1"ø CW

1"ø HW

1"ø HW

3/4"ø CW

1"ø HW

3/4"ø CA

G

G

G

1" LOW PRESSURE GAS UP TO AC UNIT ON ROOF

6

6

6

1

S

2

TP

1

3/4"ø CW

1"ø CW

3

3

3

REGIS

TER

EDPRO

F

RE

ENI

GNE

ESSIONAL

ETA

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19-022

AS SHOWN


PLAN CHANGE - TRAP PRIMER REQUIREMENTS

PSK-012

LC

LH

1/P-1.1

ADD.#03

1/4" = 1'-0"APPARATUS BAY TP 1

BJones

Text Box

ADDENDUM #3 - ATTACHMENT L

BJones

Text Box

PAGE 1 OF 1

B

A

5

1

FD1

FD

1

FD

1

FD

1

WC

1

WC

1

WC

1

JS

1

L

1

U

1

U

1

U

1

WC

1

SH

WCO

2" V

3" VTR

1

WH

2" V

2" V

1-1/2" V

2" V

2"ø W

1"ø COND

1" COND DN IN WALL TO JANITOR SINK. FOR CONDENSATE TO JANITOR SINK CONNECTION, SEE DETAIL

13

P-3.1

CO

ND

COND

2% SLOPE

4" FLUE & COMBUSTION AIR UP THRU ROOF

WCO

WCO

WCO

1-1/2" V

3" V

4" SD

3

3"ø W

2"ø W

2"ø W

3"ø W4"ø W

3

REGIS

TER

EDPRO

F

RE

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ESSIONAL

ETA

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19-022

AS SHOWN


PLAN CHANGE - WASTE LINE/ FOUNDATION COORDINATION

PSK-013

LC

LH

1/P-1.2

ADD.#03

1/4" = 1'-0"WASTE LINE COORD. 1

BJones

Text Box

ADDENDUM #3 - ATTACHMENT M

BJones

Text Box

PAGE 1 OF 1

C

B.2

5

1

FD

1

WC

1

WC

1

L

1

U

1

S

2" V

1-1/2" V

2" V

3"ø W

3"ø W

4"ø W2"ø W

3/4"ø COND

1"ø COND

1"ø COND

3/4" COND DN FROM AC-5 ON ROOF

CO

ND

CO

ND

CO

ND

2% S

LOP

E

WCO

WCO

4"ø W

3"ø W

3"ø W

3

REGIS

TER

EDPRO

F

RE

ENI

GNE

ESSIONAL

ETA

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19-022

AS SHOWN


PLAN CHANGE - WASTE LINE/ FOUNDATION COORDINATION

PSK-014

LC

LH

1/P-1.2

ADD.#03

1/4" = 1'-0"WASTE LINE COORD. 1

BJones

Text Box

ADDENDUM #3 - ATTACHMENT N

BJones

Text Box

PAGE 1 OF 1

B.2

B

5

RESTROOM109

1

JS

1

FD

WHA

1

TP

1

1 1/4"ø GG

G

1

U

1

WC

1

2

3/4" CW UP TO RH-1 ABOVE

1"ø CW

REGIS

TER

EDPRO

F

RE

ENI

GNE

ESSIONAL

ETA

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19-022

AS SHOWN


NEW FIXTURE - HOSE BIBB ON ROOF

PSK-015

LC

LH

1/P-1.1

ADD.#03

1/4" = 1'-0"RH ON ROOF PIPING 1

3

BJones

Text Box

ADDENDUM #3 - ATTACHMENT O

BJones

Text Box

PAGE 1 OF 1

B.2

B

5 4

3/4" G UP FROM BELOW

3/4" COND DN TO BELOW

AC-3

1

RH

3/4" CW DN TO BELOW

3

REGIS

TER

EDPRO

F

RE

ENI

GNE

ESSIONAL

ETA

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19-022

AS SHOWN


NEW FIXTURE - ROOF HYDRANT ON ROOF

PSK-016

LC

LH

1/P-2.1

ADD.#03

1/4" = 1'-0"RH ON ROOF 1

BJones

Text Box

ADDENDUM #3 - ATTACHMENT P

BJones

Text Box

PAGE 1 OF 1

F

BED #4124

JANITOR125

RESTROOM126

2

L

1

FD

1

WC

1

JS

1

FD

2" CW RISER WTIH APPROVED S.0.V. & 3/4" HB ON RISER.SEE DETAIL

WHA

1

TP

1

1

SH

2"ø CW

2"ø CW1 1/4"ø CW

1 1/4"ø CW

1 1/4"ø HW

3/4"ø CW

3/4"ø HW

27

6

WF

1

5

P-4.1

3/4"ø CW

3

1

HB

13

P

3

REGIS

TER

EDPRO

F

RE

ENI

GNE

ESSIONAL

ETA

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19-022

AS SHOWN


NEW EQUIPMENT - PUMP, TP TO JAN. SINK & HB ADDITION

PSK-017

LC

LH

1/P-1.1

ADD.#03

1/4" = 1'-0"PUMP, TP & HB LOC. 1

BJones

Text Box

ADDENDUM #3 - ATTACHMENT Q

BJones

Text Box

PAGE 1 OF 1

RELIEF VALVE

C

1AIR

COMPRESSOR

AIR RECEIVER

COMPRESSED AIR HEADER PITCHED TO DRAIN VALVE

DRAIN TO JANITOR SINK3/4" COND. SLOPED

TO FLOOR DRAIN

PRESSURE GAUGE (TYP)

REGULATOR

FILTER

ESCUTCHEON

MIN. 1" AIR BREAK

JANITOR SINK

POP-OFF DRAIN LINE

REGIS

TER

EDPRO

F

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19-022

AS SHOWN


PLAN CHANGE - AIR COMPRESSOR CONNECTION DETAIL

PSK-018

LC

LH

9/P-4.1

ADD.#03

12" = 1'-0"COMPRESS. DIAGRAM 1

3

BJones

Text Box

ADDENDUM #3 - ATTACHMENT R

BJones

Text Box

PAGE 1 OF 1

Electrical Information



ADDENDUM #3 ITEMS: ELECTRICAL – SPECIFICATIONS VOLUME #4 U.N.O.


E1. E-1.1 ELECTRICAL EQUIPMENT CLEAR

SPACE

DIMENSIONS MARKING ADDED FOR REQUIRED 3’-0” CLEARANCE SPACE IN

FRONT OF EXTERIOR ELECTRICAL EQUIPMENT ATS AND MAIN SWITCHBOARD.

Holt

E2. E-3.1 CONSTRUCTION NOTE #5 -

RADIO ANTENNAS

REVISED CONSTRUCTION NOTE #5 TO READ AS FOLLOWS;

“ANTENNAS TO BE PROVIDED AND INSTALLED BY OWNER.” “REFER TO

ARCHITECTRURAL PLANS FOR EXACT LOCATIONS.”

Holt

E3. E-3.1 NEW CONSTRUCTION NOTE #9 -

ROOF CONDUITS

ADDED CONSTRUCTION NOTE #9 FOR CONDUIT ROOF PENETRATION UNDER

GRID C TO READ AS FOLLOWS;

“PROVIDE ROOF PENETRATION WITH 2" CONDUIT AND CAP. VERIFY EXACT

LOCATION WITH ARCHITECT.”

Holt

E4. E-3.1 CU-1 CU-1 LOCATION CHANGED. REFER TO MECHANICAL

SEE ATTACHMENT “MG”.

Holt

E5. E-2.1 DUCT DETECTOR IN ROOM 110, DUCT DETECTOR LOCATION HAS CHANGED. REFER TO

MECHANICAL

SEE ATTACHMENT “MD”.

Holt

E6. E-1.1 CONSTRUCTION NOTE #13 -

BOLLARD PROTECTION

CORRECTED BOLLARD CONSTRUCTION NOTE TO READ AS FOLLOWS;

“PROVIDE BOLLARD PROTECTION FOR ELECTRICAL EQUIPMENT

AS REQUIRED. REFER TO CIVIL PLANS FOR LOCATIONS AND QUANTITIES.”

Holt

E7. 26 05 19 E-0.5/E-2.1 APPARATUS DOOR MOTORS ADDED J-BOX AND SNAP SWITCHES FOR GARAGE DOOR OPENER CIRCUITS.

ADDED CONSTRUCTION NOTE #13 FOR FIRE STATION GARAGE DOOR

REQUIREMENTS TO READ AS FOLLOWS;

“PROVIDE AND INSTALL NEMA 3R MOTOR RATED SNAP SWITCH FOR GARAGE

DOOR OPENER. VERIFY POWER REQUIREMENTS WITH MANUFACTURER. PROVIDE

CONNECTION TO A SWITCH CONTROLLER THAT OPENS THE DOOR WHEN THE FIRE

STATION ALARM GOES OFF (FIRE CALL) AND ADDITIONALLY OPENS DOOR WHEN

POWER GOES OUT AND/OR HAS A SEISMIC SENSOR TO AUTO OPEN IN AN EVENT

OF AN EARTHQUAKE.”

SEE ATTACHMENT “ED”.

Holt

E8. 26 05 19 E-2.1 PLUMBING FIXTURES SKETCH PROVIDED FOR FUSED DISCONNECTS ADDED TO WH-1 AND C-1

CIRCUITS. ADDED CONSTRUCTION NOTE #15 FOR FUSED DISCONNECT

REQUIREMENTS TO READ AS FOLLOWS;

“PROVIDE AND INSTALL 30A 3P H.D. WEATHERPROOF NEMA 3R RATED FUSED

DISCONNECT. FUSING PER EQUIPMENT MANUFACTURERS REQUIREMENTS. VERIFY

EXACT LOCATION AND REQUIREMENTS WITH PLUMBING CONTRACTOR.”

SEE ATTACHMENT “EC”.

Holt

E9. 26 05 19 E-0.5/E-2.1 BOOSTER PUMP SKETCH PROVIDED FOR BOOSTER PUMP TO BE POWERED VIA PANEL ‘CRL1’ AND

PROVIDED WITH DISCONNECT.

SEE ATTACHMENT “EF”.

Holt

E10. 26 05 19 E-2.1 DRINKING FOUNTAIN CHILLER SKETCH PROVIDED FOR CHILLER POWERED VIA PANEL ‘CRL1’. NOT A CRITICAL

DEVICE, BUT PANEL ‘L1’ HAS NO ADDITIONAL SPACES LEFT.

SEE ATTACHMENT “EG”.

Holt

E11. 26 05 19 E-3.1 A/C 5,6 ECONOMIZERS SKETCH PROVIDED FOR DISCONNECTS ADDED TO ECONOMIZER AND POWERED

VIA ‘CRM’ PANEL.

Holt





SEE ATTACHMENT “EH”.

E12. 26 05 29 E-4.1/E-5.1 F6 SEISMIC PROTECTION NEW DETAIL #13 SHOWING THE SEISMIC BRACING FOR F6 HIGHBAY PENDANT

PROVIDED.

SEE ATTACHMENT “EL”.

Holt

E13. 26 05 33.13 E-1.1/E-0.5 GATE POWER GATE MOTOR CONDUIT INFRASTRUCTURE PROVIDED. GATE MOTORS POWERED

VIA PANEL ‘CRL1’ AND PROVIDED WITH A SNAP SWITCH. CONSTRUCTION NOTE

#16 ADDED FOR GATE SNAP SWITCH REQUIREMENTS. NOTE TO READ AS

FOLLOWS;

“PROVIDE AND INSTALL NEMA 3R MOTOR RATED SNAP SWITCH.”

NOTE #14 ADDED LOCATION AND POWER REQUIREMENTS FOR GATE MOTOR

PER CIVIL. NOTE TO READ AS FOLLOWS;

“PROVIDE AND INSTALL J-BOX FOR FUTURE ELECTRIC GATE. COORDINATE WITH

CIVIL SHEET C-103 FOR EXACT LOCATION.”

ADDED NOTE #15 FOR UNDERGROUND CONDUIT REQUIREMENTS FOR GATE

MOTOR. NOTE TO READ AS FOLLOWS;

“PROVIDE (2) 1"C.”

SEE ATTACHMENT “EA”.

Holt

E14. 26 05 33.16 E-2.1 FIRE PANEL LOCATION SKETCH PROVIDED SHOWS FIRE PANEL ADDED TO NORTH WALL IN ELECTRICAL

ROOM.

SEE ATTACHMENT “EB”.

Holt

E15. 26 05 33.16 E-2.1 DATA/TELEPHONE LOCATIONS SKETCH PROVIDED FOR NEW DATA TELEPHONE LOCATIONS IN ROOMS 122, 123

124, 129, AND FRONT EXTERIOR WALL.

SEE ATTACHMENT “EE”.

Holt

E16. 26 28 16 E-2.1 MOTORIZED DAMPER SNAP

SWITCH

ADDED CONSTRUCTION NOTE CALLOUT #4 TO MOTORIZED DAMPER SNAP

SWITCH ON PLAN.

Holt

E17. 26 28 16.16 E-2.1 NEW CONSTRUCTION NOTE # -

BOOSTER PUMP DISCONNECT

CONSTRUCTION NOTE #16 ADDED FOR BOOSTER PUMP DISCONNECT SIZE AND

TYPE. NOTE TO READ AS FOLLOWS;

“PROVIDE AND INSTALL 60A 3P H.D. WEATHERPROOF NEMA 3R RATED FUSED

DISCONNECT. FUSING PER EQUIPMENT MANUFACTURERS REQUIREMENTS. VERIFY

EXACT LOCATION AND REQUIREMENTS WITH PLUMBING CONTRACTOR.”

Holt

E18. 26 51 00 E-0.2/E-4.1/E-4.2 F5 LIGHT FIXTURE TYPE CHANGED FIXTURE TYPE TO GOTHAM EVO4 ON LUMINAIRE SCHEDULES.

INCREASED LUMEN OUTPUT TO 2,109. FOOTCANDLE VALUES FOR BOOKING AND

PROCESSING INCREASED TO 36.9 AVG AND 53.1 MAX.

Holt

E19. 26 51 00 E-0.2 F8 LIGHT FIXTURE FINISH ADDED WET LOCATION TRIM TO CATALOG NUMBER “4SFK4SFKIEM-X-4SFL2X-11-

35K-E1-DA-WL2”. WL2 DESIGNATES WET LOCATION TRIM.

Holt

E20. 26 51 00 E-4.2 BATHROOM LIGHT LEVELS ADDED VANITY LIGHTS INTO PHOTOMETRICS SO AS TO INCLUDE THEM INTO FOOT

CANDLE CALCULATIONS.

Holt

E21. 26 51 00 E-4.2 OFFICE/BOOKING ROOM

LIGHTING

SKETCH PROVIDED SHOWS DOWNLIGHT LOCATIONS CHANGED IN ROOM 100,

103, 104, 105 AND 120. QUANTITIES CHANGED IN ROOMS 100, 103, 104, AND 105,

BUT NOT IN 120.

SEE ATTACHMENTS “EI”AND “EJ”.

Holt





E22. 26 51 00 E-4.2 PHOTOMETRICS CORRECTION PHOTOMETRICS CALCULATIONS CORRECTED IN ROOM 125 TO ACCOUNT FOR

CORRECT FIXTURE TYPE. OLDER FIXTURE TYPE WAS USED FOR CALCULATIONS

Holt

E23. 26 51 00 E-0.2/E-4.1/E-4.2 F6 LIGHT FIXTURE TYPE F6 FIXTURE CHANGED TO VIVID LED ARRAY GR SERIES ON LUMINAIRE SCHEDULES.

WATTAGE CHANGED TO 45, AND LUMEN PACKAGE IS 5,000 TO MEET DESIRED

FOOTCANDLE AVERAGES.

MOUNTING HEIGHT TAGS ADDED NEXT TO F6 SYMBOLS. MOUNTING HEIGHT OF

THE FIXTURE FROM THE BOTTOM OF THE FIXTURE TO THE FINISH FLOOR HAS NOT

CHANGED.

Holt

E24. 26 51 00 E-4.2 PHOTOMETRIC LEVELS F5 THE PHOTOMETRICS PLAN E-4.2 REFLECT THE INCREASE IN FOOTCANDLES IN

ROOMS WITH THE F5 DOWNLIGHT INSTALLED AS A RESULT OF INCREASING THE

LUMEN PACKAGE TO 2,000.

Holt

E25. 26 51 00 E-4.2 PHOTOMETRIC LEVELS F6 THE PHOTOMETRICS PLAN E-2.1 HAS BEEN UPDATED TO REFLECT THE INCREASE IN

FOOTCANDLES TO 23.1 AVG IN ROOM 129 AS A RESULT OF CHANGING THE

FIXTURE F6 TO A NEW MODEL (SEE ITEM E17) AND LUMEN OUTPUT OF 5,000.

Holt

E26. 26 56 00 E-0.2/E-1.2/E-

4.1/E-4.2

SITE WALL PACKS ADDITIONAL S1 ADDED OVER APPARATUS GARAGE DOOR AND 2 EXISTING S1’S

ON APPARATUS CENTERED OVER GARAGE DOORS. PHOTOMETRIC PLANS E-

1.2/E-4.2 HAVE BEEN UPDATED TO REFLECT CHANGE.

SEE ATTACHMENT “EK”.

Holt

E27. 26 56 00 E-1.2/E-4.2 PHOTOMETRIC LEVELS S1 THE PHOTOMETRICS PLANS E-2.1 AND E-4.2 REFLECT THE CHANGE IN

FOOTCANDLES AROUND THE EXTERIOR OF BUILDING TO 7.0 AVG AS A RESULT OF

INCREASING THE LUMEN PACKAGE OF S1 TO 9,708.

Holt

E28. 26 56 00 E-0.2/E-1.2/E-

4.1/E-4.2

SITE WALL PACKS FIXTURE S1 CHANGED TO HIGHER LUMEN PACKAGE. S1’S MOUNTED ON SOUTH

EXTERIOR WALL CHANGED TO S2 WITH LOWER LUMEN PACKAGE TO PREVENT SITE

LIGHTING ENCROACHMENT ON PRIVATE PROPERTY. MOUNTING HEIGHT TAGS

ADDED. MOUNTING HEIGHT MEASURES DISTANCE FROM A.F.F. TO BOTTOM OF

LIGHT FIXTURE.

Holt

Electrical Attachments:


EA. SKETCH ESK-001 NEW GATE MOTORS 1

EB. SKETCH ESK-002 NEW FIRE PANEL 1

EC. SKETCH ESK-003 PLUMBING FIXTURES 1

ED. SKETCH ESK-004 NEW DOOR MOTORS 1

EE. SKETCH ESK-005 NEW DATA LOCATIONS 1

EF. SKETCH ESK-006 BOOSTER PUMP 1

EG. SKETCH ESK-007 NEW DF CHILLER POWER 1

EH. SKETCH ESK-008 NEW A/C DISCONNECTS 1

EI. SKETCH ESK-009 OFFICE DOWNLIGHTS 1

EJ. SKETCH ESK-010 OFFICE DOWNLIGHTS 1

EK. SKETCH ESK-011 SITE WALLPACK ADDITIONS 1

EL. SKETCH ESK-012 NEW DETAIL- PENDANT FIXTURE SEISMIC 1

A

-'CRL1' 32

6

3' - 0"

3' -

0"

2' -

4"

18' - 3 1/2"

5' -

0"

18 16 14

-'CRL1' 16,18

-'CRL1' 14

13

14

-'CRL1' 20,22

16

F14

-'CRL1' 19,21

16

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19-022

AS SHOWN

C:\Users\ewillemse\Documents\19-022 Niland Public Safety Building_MEP_Central_ewillemse.rvt8/22/2019 4:48:45PM

NEW GATE MOTORS

ESK-01

E.W.

L.R.

E-1.1

ADD.# 02

1/8" = 1'-0"N. GATE MOTOR 1

3

1/8" = 1'-0"S. GATE MOTOR 2

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C

B.2

6

IT/COMMUNICATIONS

106 CORRIDOR108

LIVING AREA118

(N) PANEL ''CRM''

(N) PANEL ''L1''

466

-'CRL1' 7

-'L1' 25

-'L1' 7

-'L1' 37

1311

77

7

25

25

37

1437

-'CRM' 374

3

3

3

2

E-5.2

1

-'CRL1' 2

2

2

1

FC

CP-'CRM' 43

(N) PANEL ''CRL1''

-'CRL1' 13

-'CRL1' 11

2

4

14

(N) FIRE PANEL

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19-022

AS SHOWN


NEW FIRE PANEL

ESK-02

E.W.

L.R.

E-2.1

ADD.# 02

3/16" = 1'-0"FIRE PANEL 1

3

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B

5 4

JANITOR116

-'L1' 9

4

9

1

WH

1

CP

-'CRL1' 10

5

4

4

15

F

4

-'L1' 22

22

1

C

-'CRM' 12,14,16

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8

15

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19-022

AS SHOWN


PLUMBING FIXTURES

ESK-03

E.W.

L.R.

E-2.1

ADD.# 02

3/16" = 1'-0"WH-1 DISC. 1

3/16" = 1'-0"C-1 DISCONNECT 2

3

3

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E

D

1

WP

WP3

1

-'L1' 3

-'L1' 1

-'CRL1' 33

-'CRL1' 3413

13

-'CRL1' 3813

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19-022

AS SHOWN


NEW DOOR MOTORS

ESK-04

E.W.

L.R.

2.1

ADD.# 02

3/16" = 1'-0"DOOR POWER 1

3

3

3

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6

BED #2122

BED #3123

BED #4124

10

16

16 16

16

16

16

-'L1' 10

C

3 2

WP41

21

27

6

-'L1' 41

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19-022

AS SHOWN


NEW DATA LOCATIONS

ESK-05

E.W.

L.R.

E-2.1

ADD.# 02

3/16" = 1'-0"DATA LOCATIONS 1

3/16" = 1'-0"EXT. DATA 2

3 3

3

3

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JANITOR125

19

5

EF

4

-'L1' 19

9

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19-022

AS SHOWN


BOOSTER PUMP

ESK-06

E.W.

L.R.

E-2.1

ADD.# 02

3/16" = 1'-0"NEW BOOSTER 1

3

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4

-'L1' 8

4

4

8

8

-'CRL1' 12

-'CRL1' 12

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19-022

AS SHOWN


NEW DF CHILLER POWER

ESK-07

E.W.

L.R.

E-2.1

ADD.# 02

3/16" = 1'-0"DF CHILLER 1

3

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D

C

5

WP-'CRM' 25,27,29

-'CRM' 31,33,35

50-D

50-D

2

2

5

AC

6

AC

-'CRM' 18,20,22

30-D

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19-022

AS SHOWN


NEW A/C DISCONNECTS

ESK-08

E.W.

L.R.

E-3.1

ADD.# 02

3/16" = 1'-0"ECONOMIZER DISC. 1

3

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S

SS

M

M

M

M

M

S

M

RC

RC

RC

RC

RC

RC

RC

M

S

B.2

B

6 5

BOOKING ANDPROCESSING

100

OBS. ROOM101

INTERVIEW102

CORRIDOR107

OFFICE105

RESTROOM103

OFFICE104

F140

F440 b

F140

F140

F140F2

40

F540 a

F540 a

F540 a

F340 b

F340 b

F340 b

S139

F540 a

F540 a

F540 a

F540 a

F440 b

F540 a

ab

F540 a

F540 a

ab

F839

F1040 a

F1240

ab

F1240

F540

ab

12' A.F.F.

F540

F540 a

F540 a

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19-022

AS SHOWN


OFFICE DOWNLIGHTS

ESK-09

E.W.

L.R.

E-4.1

ADD.# 02

3/16" = 1'-0"NEW LOCATIONS 1

3

3

3

3

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S

M

RC

E

OFFICE120

F537 a

F337 b

ab

F537 a

F537 a

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19-022

AS SHOWN


OFFICE DOWNLIGHTS

ESK-10

E.W.

L.R.

E-4.1

ADD.# 02

3/16" = 1'-0"OFFICE 120 1

3

3

3

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E

D

1

S139

S139

S139

16' A.F.F.

16' A.F.F.

16' A.F.F.

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19-022

AS SHOWN


SITE WALLPACK ADDITIONS

ESK-11

E.W.

L.R.

E-4.1

ADD.# 02

3/16" = 1'-0"NEW WALL PACKS 1

3

3

3

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PENDANT FIXTURE SEISMIC MTG.

#9 AWG STEEL SUPPORT CABLEOR METAL CHAIN CAPABLE OFSUPPORTING 2.0 TIMES THEFIXTURE WEIGHT, UP TOSUPPORT POSITIVELYATTACHED TO STRUCTURE. (2)CABLES REQUIRED PERFIXTURE.

NOTE:

1. ALL CONNECTIONS TO STRUCTURESHALL BE DONE IN THEACCORDANCE TO NATIONALELECTRICAL CODE (NEC) AND LOCALELECTRICAL CODE REQUIREMENTS.

SEISMIC NOTES:

ASCE 7-02 SECTION 9.6.3.2 SEISMIC EXEMPTION APPLIESTO LIGHT FIXTURES THAT ARE NOT CONNECTED TO DUCTSOR PIPING AND WHICH ARE SUPPORTED BY CHAINS OROTHER WISE SUSPENDED FROM THE STRUCTURE BY AMETHOD THAT ALLOWS THE COMPONENT TO SWINGFREELY. THESE COMPONENTS WILLREQUIRE NO FURTHER SEISMIC SUPPORT PROVIDED THATALL OF THE FOLLOWING CONDITIONS ARE MET.

1. THE DESIGN LOAD FOR THESE COMPONENTS SHALLBE EQUAL TO 1.4 TIMES THE OPERATING WEIGHT OFTHE COMPONENT ACTING DOWNWARD WITH ASIMULTANEOUS HORIZONTAL LOAD THAT IS ALSOEQUAL TO 1.4 TIMES THE OPERATING WEIGHT FOR2006 IBC. THE HORIZONTAL LOAD IS TO BE APPLIED INTHE DIRECTION THAT RESULTS IN THE MOSTCRITICAL LOADING AND THUS THE MOSTCONSERVATIVE RESULT.

2. THE COMPONENT SHALL NOT IMPACT OTHERCOMPONENTS, SYSTEMS, OR STRUCTURES AS ITSWINGS THROUGH ITS PROJECTED RANGE OFMOTION.

3/4" CONDUIT

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19-022

AS SHOWN


NEW DETAIL

ESK-12

E.W.

L.R.

E-5.1

ADD.# 02

13

3

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