Agenda packet — Ukiah City Council, December 6, 2023 (part 2 of 5)

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

WINDOW SCHEDULES
A2.4

ELECTRIC SERVICE CENTER
1350 HASTINGS ROAD
UKIAH CA 95482 USA
/Users/stevenratley/Documents/Ren : Alexander Projects/2202_Ukiah Electric/06 - ArchiCAD/2202_231117_UkiahElectric_BuildingPermit_R2.pln JOB NO.:

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT

WINDOW SCHEDULE
MARK
101
102
103
104
105
106
107
108
109
110
111
112
113
114
201
202
203
204
205
206
207
208
209

TYPE AAAAAAAAAACAAABBBBBBBBBWIDTH
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
12'-4
1/2"
4'-0"
4'-0"
4'-0"
3'-2
3/8"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
HEIGHT
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
15'-0"
4'-0"
4'-0"
4'-0"
2'-1
3/4"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"

MANUFACTURER / PRODUCT LINE

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

OPERATION

SLIDER W/ FIXED

TRANSOM

SLIDER W/ FIXED

TRANSOM

SLIDER W/ FIXED

TRANSOM

SLIDER W/ FIXED

TRANSOM

SLIDER W/ FIXED

TRANSOM

SLIDER W/ FIXED

TRANSOM

SLIDER W/ FIXED

TRANSOM

SLIDER W/ FIXED

TRANSOM

SLIDER W/ FIXED

TRANSOM

SLIDER W/ FIXED

TRANSOM
FIXED

SLIDER W/ FIXED

TRANSOM

SLIDER W/ FIXED

TRANSOM

SLIDER W/ FIXED

TRANSOM
SLIDER
SLIDER
SLIDER
SLIDER
SLIDER
SLIDER
SLIDER
SLIDER
SLIDER

GLAZING -----------------------U-VALUE -----------------------SHGC -----------------------MATERIAL

ALUMINUM

FINISH /
COLOR

ANODIZED /
BLACK

ANODIZED /
BLACK
FIRE

RATING -----------------------

HARDWARE

STANDARD

STANDARD
NONE

STANDARD

REMARKS

CORDED ROLLER SHADE MOUNTED
ABOVE

MOTORIZED ROLLER SHADE MOUNTED
ABOVE

CORDED ROLLER SHADE MOUNTED
ABOVE

CORDED ROLLER SHADE MOUNTED
ABOVE
SEE SCHED.

SEE SCHED.
1/3X EQ. 1/3X EQ. 1/3X EQ.
1/4X EQ. 1/4X EQ. 1/4X EQ. 1/4X EQ.
1'-6"
SEE SCHED.
3'-8" SEE SCHED.

MATCH (E) SEE SCHED.

SEE SCHED.

FIXED PANEL

STOREFRONT /

CURTAIN WALL

EXTERIOR
VIEW
WINDOW
111

INTERIOR
VIEW

SLIDING WINDOW

W/ FIXED TRANSOM

INTERIOR
VIEW

SLIDING WINDOW

TYPE - C

TYPE - A TYPE - B
2 2
2 SCALE: 3/8" = 1'-0"
3 WINDOW ELEVATIONS
REVISION - 11/17/2023 SR

Page 118 of 519 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

PROPOSED FLOOR

FINISHES PLANS
A2.5

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
ICE
EYEWS.

UP
01 02 03 04 05 06 07 08 09 10 11 12 3130292827262524232221 20 19
18 17
16 1514
13 12
11 10
987654321
32 STAIR
UP
123456789
10 11
12 13
14 15
16 UPSTAIR
15'-0"
17'-3"
10'-0"
20'-0"
509 sq ft
173 sq ft
173 sq ft
173 sq ft
173 sq ft 173 sq ft
140 sq ft 140 sq ft
229 sq ft
215 sq ft
M02
M02 M02
M02 M02
M02
M02
M02
M02
M02
M01
M01
M01 M01 M01
M01
M01
M01 M01 M01 M01
M01
M01
M01
M01
M01
M01
M01
M01
M01
M01
M01
M01
M04
M01
M09
M07
M07
M04

AREA OF PRIMARY FIRE
& WATER DAMAGE
3/8/2023
(N) SWITCH

GEAR AREA
BCADE
180'-0"
40'-0" 45'-0" 45'-0" 45'-0"40'-0"
135'-0"
40'-0"
175'-0"
11'-3"
34'-2 1/4"
16'-1" 16'-1"
10'-9" 10'-9" 10'-9" 10'-9"
6'-0"
8'-8 1/2"
10'-9"
20'-10 1/2"
M01
M01
M04
M09
SHOWROOM 001
CONFERENCE 003
SUPPLY 002
HALL
004
PRINT
005
(E) TOILET 006
LACTATION 007
FOYER
008
OFFICE 010
OFFICE 011
SHARED OFFICE 012
OFFICE 013
SHARED OFFICE 014
SHARED OFFICE 015
PLOT
016
VESTIBULE 021
HALL
009
STORAGE 017
BREAK ROOM 018
HALL
019
METER TESTING 020
U-TOILET 022
M-TOILET 023
W-TOILET 024
WAREHOUSE 025
OFFICE
026
CUSTODIAN 028
U-TOILET 029
READY ROOM 027
MECH
031
BULL ROOM 032
SHARED OFFICE 026
(E) WAREHOUSE 033
(E) WAREHOUSE 034
(E) OFFICE 035(E) TOILET 036
STAIR
038
STAIR
037
U-TOILET 030

MATERIALS & FINISHES LEGEND
M01
M02
M03
M04
M06
M07
M08
M09
M10
M11
M12
M13
M14
M15
M16
M17
M18
M19

EXPOSED CONCRETE

CARPET TILE

PAINTED GYP BOARD

PLYWOOD

STANDING SEAM METAL ROOF TO MATCH (E)
CORIAN

CORRUGATED METAL SIDING

RESILIENT FLOORING

ODOR SEALING PRIMER

WOOD SLAT & FELT

ACOUSTIC WALL PANELING

NOT USED / RESERVED

GENERAL MATERIAL NOTES
8'-8 1/2"8'-8 1/2"
717 sq ft
M09
M09
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15
16 DN
UP
MEZZANINE 102
123456789
10 11
12 13
14 15
16 UPSTAIR
212 sq ft
MEZZANINE 101
M09
DN
19 20
21 22
23 24
25 26
27 28
29 30
31 30
29 28
27 2625
24 2322
21 20
19 18
17 16
1514
13 12
11 10
987654321
32 STAIR
59 sq ft
1,468 sq ft
(E) STRG 202
(E) STRG 201
(E) STRG 203
(E) STRG. 204
STAIR
038
± 371 sq ft
± 458 sq ft
M09
M09
M09
M09
M09

AREA OF ROOF
REPAIR; SEE DEMO
PLANS
M06
M06

AREA OF PRIMARY

FIRE & WATER
DAMAGE 3/8/2023
2 2
2 22
SCALE: 1" = 10'
1 PROPOSED GROUND FLOOR FINISHES PLAN
SCALE: 1" = 10'
3 MEZZANINE 102 FLOOR FINISH PLAN
SCALE: 1" = 10'
4 MEZZANINE 101 FLOOR FINISH PLAN
SCALE: 1" = 10'
5 PROPOSED SECOND LEVEL FLOOR FINISHES PLAN

2. SEE ENLARGED PLANS FOR VERTICAL SURFACE FINISH INFORMATION & DATA.

3. SEE RCP PLAN FOR CEILING FINISH INFORMATION.

4. ADHESIVES, SEALANTS, & CAULKS:

Comply with VOC limits in SCAQMD Rule 1168 VOC limits and California Code of Regulations Title 17 for aerosol adhesives. (CalGreen 5.504.4.1)

5. PAINTS & COATINGS:

Comply with VOC limits in the Air Resources Board Architectural Coatings Suggested Control Measure and California Code of Regulations Title 17 for aerosol paints. (CalGreen

5.504.4.3.1)

6. CARPET: All carpet must meet one of the following:

1. Carpet and Rug Institute Green Label Plus Program,

2. California Department of Public Health Standard Practice for the testing of VOCs (Specification 01350), 3. NSF/ANSI 140 at the Gold level,

4. Scientific Certifications Systems Sustainable Choice, OR

5. California Collaborative for High Performance Schools EQ 2.2 and listed in the CHPS High Performance Product Database
AND carpet cushion must meet Carpet and Rug Institute Green Label, AND indoor carpet adhesive & carpet pad adhesive must not exceed 50 g/L VOC content.

REVISION - 11/17/2023 SR

Page 119 of 519 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

SCHEDULES
A2.6

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT

FINISHES SCHEDULE
Room No. Room
Flooring Walls / Base Ceiling Millwork
Material Tag Mfr. Finish Color Area / SQ FT NOTES Material Mfr. Finish Color Area / SQ FT NOTES Material Mfr. Finish Color Area / SQ FT NOTES ITEM MATERIAL COLOR REF NOTES 001 SHOWROOM M01 - EXISTING - SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE

TP) -COLOR (TBD) TO MATCH (E) FLOOR - - - EXISTING EXPOSED 002 SUPPLY M01 - EXISTING - SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR (TBD) TO MATCH (E) FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 003 CONFERENCE M02 FLOR CARPET TILE SEE A2.5
M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 / FEATURE WALL: INTRIGUE -1580 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE

TP) -COLOR (TBD) TO MATCH (E) FLOOR
M03 BENJAMIN
MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1
M11 AKUPANEL WALNUT WALNUT SEE INT. ELEVATIONS BLACK FELT-BACKED ACOUSTIC PANELING W/ WALNUT VENEER MDF SLATS; AKUPANEL OR APPROVED EQUIVALENT
004 HALL M01 - EXISTING - SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE

TP) -COLOR (TBD) TO MATCH (E) FLOOR - - - EXISTING EXPOSED 005 PRINT M01 - EXISTING - SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR (TBD) TO MATCH (E) FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 006 TOILET M01 - EXISTING - SEE A2.5 M03.1/M07.1 BENJAMIN MOORE / CORIAN LEVEL 4 TOP OF WALL: INTRIGUE-1580 BASE : CORIAN -GLACIER WHITE SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR (TBD) TO MATCH (E) FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 007 LACTATION M01 - EXISTING - SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR (TBD) TO MATCH (E) FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 008 FOYER M01 - EXISTING - SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 / FEATURE WALL: INTRIGUE - 1580 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR (TBD) TO MATCH (E) FLOOR - - - EXISTING EXPOSED COAT CLOSET M04/M07 CLEAR FIN ON PLYWOOD - CORIAN -DEEP ANTHRACITE- BACK SPLASH A5.3 CORIAN BEHIND WATER FOUNTAIN 009 HALL M01 - EXISTING - SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR (TBD) TO MATCH (E) FLOOR M10 ZINSSER CLEAR SEE A6.2

EXISTING EXPOSED /END OF HALL WITHIN THE

BREAK RM BAY PAINTED WITH ODOR SEALING
PRIMER
010 OFFICE M02 FLOR CARPET TILE SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR: 197 SHADED WB TO MATCH FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 011 OFFICE M02 FLOR CARPET TILE SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR: 197 SHADED WB TO MATCH FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 012 SHARED OFFICE M02 FLOR CARPET TILE SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR: 197 SHADED WB TO MATCH FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 013 OFFICE M02 FLOR CARPET TILE SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR: 197 SHADED WB TO MATCH FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 014 SHARED OFFICE M02 FLOR CARPET TILE SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR: 197 SHADED WB TO MATCH FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 015 SHARED OFFICE M02 FLOR CARPET TILE SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR: 197 SHADED WB TO MATCH FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 016 PLOT M02 FLOR CARPET TILE SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR: 197 SHADED WB TO MATCH FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 017 STORAGE M02 FLOR CARPET TILE SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR: 197 SHADED WB TO MATCH FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 018 BREAK RM M01 - EXISTING - SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 / FEATURE WALL: INTRIGUE - 1580 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR (TBD) TO MATCH (E) FLOOR M10 ZINSSER CLEAR SEE A6.2 EXISTING EXPOSED PAINTED WITH ODOR SEALING PRIMER ISLAND /KITCHENETTE M04/M07 CLEAR FIN ON PLYWOOD - CORIAN -DEEP ANTHRACITE- COUNTERTOP + BACK SPLASH A.3.5 / A4.1/
A5.4
019 HALL M01 - EXISTING - SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR (TBD) TO MATCH (E) FLOOR - - - SEE A6.1 EXPOSED JOISTS/TJI’S 020 METER TESTING M01 - EXISTING - SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR (TBD) TO MATCH (E) FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 021 VESTIBULE M01 - EXISTING - SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR (TBD) TO MATCH (E) FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 022 U-TOILET M01 - EXISTING - SEE A2.5 M03/M07 BENJAMIN MOORE / CORIAN LEVEL 4 TOP OF WALL: INTRIGUE-1580 BASE : CORIAN -GLACIER WHITE SEE A0.6 TYP - M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1
023 M-TOILET M01 - EXISTING - SEE A2.5 M03/M07 BENJAMIN MOORE / CORIAN LEVEL 4 TOP OF WALL: INTRIGUE-1580 BASE : CORIAN -GLACIER WHITE SEE A0.6 TYP - M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1
024 W-TOILET M01 - EXISTING - SEE A2.5 M03/M07 BENJAMIN MOORE / CORIAN LEVEL 4 TOP OF WALL: INTRIGUE-1580 BASE : CORIAN -GLACIER WHITE SEE A0.6 TYP - M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1
025 WAREHOUSE M01 - EXISTING - SEE A2.5 M04 - - - SEE INT. ELEVATIONS EXISTING WALL PANELING TO REMAIN M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.2 DEMO AND REPLACE (E) WATER /SMOKE DAMAGE GYP WITH NEW

PALLET STORAGE

PLATFORMS / WOOD

SHELVING
M04 CLEAR FIN ON PLYWOOD A5.5
026 SHARED OFFICE M02 FLOR CARPET TILE SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR: 197 SHADED WB TO MATCH FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 027 READY ROOM M01 - EXISTING - SEE A2.5 M04 - - - SEE INT. ELEVATIONS EXISTING WALL PANELING TO REMAIN M10 ZINSSER CLEAR SEE A6.2 EXISTING EXPOSED PAINTED WITH ODOR SEALING PRIMER

WORKTOP AND
STORAGE CUBBIES M04 CLEAR FIN ON PLYWOOD A5.6
028 CUSTODIAN M01 - EXISTING - SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR (TBD) TO MATCH (E) FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 029 U-TOILET M01 - EXISTING - SEE A2.5 M03.1/M07.1 BENJAMIN MOORE / CORIAN LEVEL 4 TOP OF WALL: INTRIGUE-1580 BASE : CORIAN -GLACIER WHITE SEE A0.6 TYP - M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1
030 (E) TOILET M01 - EXISTING - SEE A2.5 M03.1/M07.1 BENJAMIN MOORE / CORIAN LEVEL 4 TOP OF WALL: INTRIGUE-1580 BASE : CORIAN -GLACIER WHITE SEE A0.6 TYP - M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1
031 MECH M01 - EXISTING - SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR (TBD) TO MATCH (E) FLOOR M10 ZINSSER CLEAR SEE A6.2 EXISTING EXPOSED PAINTED WITH ODOR SEALING PRIMER 032 BULL ROOM M01 - EXISTING - SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR (TBD) TO MATCH (E) FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 KITCHENETTE M04/M07 CLEAR FIN ON PLYWOOD - CORIAN -DEEP ANTHRACITE- COUNTERTOP + BACK SPLASH A4.1/A5.7 033 (E) WAREHOUSE M01 - EXISTING - SEE A2.5 - - - - - - - - - - - 034 (E) WAREHOUSE M01 - EXISTING - SEE A2.5 - - - - - - - - - - - 035 (E) OFFICE M01 - EXISTING - SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE -COLOR TO MATCH (E) FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1
036 (E) TOILET M01 - EXISTING - SEE A2.5 M03.1/M07.1 BENJAMIN MOORE / CORIAN LEVEL 4 TOP OF WALL: INTRIGUE-1580 BASE : CORIAN -GLACIER WHITE SEE A0.6 TYP - M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1
037 STAIR M09 JOHNSONITE

RUBBER COLOR

SPLASH SPECKLED

TILE AND TREAD

DOUGLAS
FIR VJ6 SEE A2.5

STAIR TREADS, NOSING

AND COMPONENTS TO BE

COLOR SPLASH SPECKLED

TILE AND TREAD
M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER WALL BASE DURACOVE 1/8” (TYPE TP) COLOR: VM4 GREEN SMOKE - - - - SEE A6.2 EXISTING EXPOSED 038 STAIR M09 JOHNSONITE

RUBBER COLOR

SPLASH SPECKLED

TILE AND TREAD

DOUGLAS
FIR VJ6 SEE A2.5

STAIR TREADS, NOSING

AND COMPONENTS TO BE

COLOR SPLASH SPECKLED

TILE AND TREAD
M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE -COLOR TO MATCH (E) FLOOR ON FLOOR UNDER STAIR - NO BASE ON STAIR TREADS M03 - - - SEE A6.2 101 MEZZANINE M09 JOHNSONITE

RUBBER COLOR

SPLASH SPECKLED

TILE AND TREAD

DOUGLAS
FIR VJ6 SEE A2.5 4" BASE TO MATCH FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE -COLOR TO MATCH (E) FLOOR ON FLOOR UNDER STAIR - NO BASE ON STAIR TREADS - - - - SEE A6.2 EXISTING EXPOSED 102 MEZZANINE M09 JOHNSONITE

RUBBER COLOR

SPLASH SPECKLED

TILE AND TREAD

DOUGLAS
FIR VJ6 SEE A2.5 4" BASE TO MATCH FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER WALL BASE DURACOVE 1/8” (TYPE TP) COLOR: VM4 GREEN SMOKE M10 ZINSSER CLEAR SEE A6.2 EXISTING EXPOSED PAINTED WITH ODOR SEALING PRIMER 201 (E) STORAGE M09 JOHNSONITE

RUBBER COLOR

SPLASH SPECKLED

TILE AND TREAD

DOUGLAS
FIR VJ6 SEE A2.5 4" BASE TO MATCH FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS NEW GYP WHERE REQ’D, PATCH AND REPAIR EXISTING TO
MATCH -4” JOHNSONITE RUBBER WALL BASE DURACOVE 1/8”
(TYPE TP) COLOR: VM4 GREEN SMOKE
M03 BENJAMIN
MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.2
202 (E) STORAGE M09 JOHNSONITE

RUBBER COLOR

SPLASH SPECKLED

TILE AND TREAD

RUBBER COLOR

SPLASH SPECKLED

TILE AND TREAD

RUBBER COLOR

SPLASH SPECKLED

TILE AND TREAD

Page 120 of 519 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

SCHEDULES
A2.7

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT

PLUMBING FIXTURES, FITTINGS & ACCESSORIES SCHEDULE
Room ID Item / Type Mfr. Model / Line Model Number Description Finish / Color Qty. Notes

TOILET RM
004,022,023,0
24,029,030
1 Toilet American Standard Madera FloWise 2234.001 15” Height Elongated Flushometer Toilet White6 With slow close, compatible seat, sold separate
2 Sink Kohler Decorum 20”x
18-1/4” Wall Hung Lavatory with EverClean White
6 3 Faucet American Standard Monterrey .35gpm 6540.174 Two handle 8” widespread lav faucet Brass6 4 Soap Dispenser Bobrick B-306 Stainless Steel6
5 Paper Towel Dispenser and Trash Can Bobrick B-38034 Stainless Steel6 6 Toilet Paper Holder /Sanitary Napkin Dispenser Bobrick B-3094 Stainless Steel5 004,022,024,029,030 7 Toilet Paper Holder Bobrick B-35883 Stainless Steel1 Men’s 023 ONLY 8 Grab Bars U-line H-6484/5 42” and 36” straight grab bars Stainless Steel 12 9 Mirror Bobrick B-165 Stainless Steel 6 BREAK RM 018
10 Sink Blanco Quatrus RO Super
SIngle
518172 Kitchen Sink 32” x 18” Undermount Single Basin Stainless Steel 1 11 Faucet Kohler Crue K-22972 Pull Down kitchen sink faucet with 3 fun. Spray Black1 BULL RM 032
12 Sink Blanco Quatrus RO Super
SIngle
518172 Kitchen Sink 32” x 18” Undermount Single Basin Stainless Steel1 13 Faucet Kohler Crue K-22972 Pull Down kitchen sink faucet with 3 fun. Spray Black

CUSTODIAN
RM 028 14 Mop sink Regency Corner Mop sink 16 gauge one compartment corner mop with notched from 28”x 20” x 12” Stainless Steel 1 READY RM 027
15 Sink Blanco Quatrus RO Super
SIngle
518172 Kitchen Sink 32” x 18” Undermount Single Basin 1 16 Faucet Kohler Crue K-22972 Pull Down kitchen sink faucet with 3 fun. Spray 17 Eye wash Station Line Pure Flow 1000 H-1297 Constant 15-minute flow at 0.4 GPM1 Self-contained / not plumbed 18 Ice Maker By Owner / plumbed 1
1 PLUMBING FIXTURES, FITTINGS & ACCESSORIES SCHEDULE

Page 121 of 519 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:
(E) / DEMO EXTERIOR

ELEVATIONS
A3.1

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
±0"

GROUND LEVEL
+8'-0"

MEZZANINE LEVEL
+17'-4"

SECOND LEVEL
+26'-0"
ROOF LEVEL 1
+33'-8"
ROOF LEVEL 2
(E) CORRUGATED
MTL. SIDING TO
REMAIN; TYP.
(E) STANDING
SEAM MTL. ROOF
TO REMAIN; TYP.
(E) EXT. MTL. EGRESS

STAIR TO REMAIN
REPLACE (E) EXT.

LIGHTING; SEE SCHED.
(E) RAIN

LEADERS TO
REMAIN; TYP.

LINE OF (N)

RIBBON WINDOW

SHOWN DASHED (E) CORRUGATED
MTL. SIDING TO
DEMO FOR (N) REMAIN; TYP.

WDW.

REMOVE FIRE / WATER DAMAGED
AREA OF ROOFING & SIDING.

REPLACE & REPAIR AS REQ'D. MATCH
(E) FINISHES; TYP. SEE ROOF &
SIDING DETAILS.

REPLACE 4X WINDOWS (E) (D) (D) (D) (D)
1 2 3 4 5 6
±0"

GROUND LEVEL
+8'-0"

MEZZANINE LEVEL
+17'-4"

SECOND LEVEL
+26'-0"
ROOF LEVEL 1
+33'-8"
ROOF LEVEL 2
6 5 4 3 2 1 10'-0 1/4"
9'-0 1/2"

DEMO FOR (N) GLAZED
STOREFRONT SYSTEM. SEE
(N) ELEVATIONS
INFILL (E) ROLL UP DOOR.

MATCH (E) MTL. SIDING. SEE
(N) ELEVATIONS
(E) STANDING SEAM
MTL. ROOF TO
REMAIN; TYP.

REPLACE (E) EXT.

LIGHT FIXTURES, TYP.;
SEE SCHED.
(E) CORRUGATED
MTL. SIDING TO
REMAIN; TYP.
(E) CORRUGATED
MTL. SIDING TO
REMAIN; TYP.

AREA OF PRIMARY FIRE
& WATER DAMAGE
3/8/2023

REMOVE FIRE / WATER DAMAGED
AREA OF ROOFING & SIDING.

REPLACE & REPAIR AS REQ'D. SEE
ROOF & SIDING DETAILS.
(E) (E) (E)
(E) (E) (E) (D) (E)
(E)
(D)
(E) (E)
±0"

GROUND LEVEL
+8'-0"

MEZZANINE LEVEL
+17'-4"

SECOND LEVEL
+26'-0"
ROOF LEVEL 1
+33'-8"
ROOF LEVEL 2
(E) STANDING
SEAM MTL. ROOF
TO REMAIN; TYP.

INFILL (E) MTL. ROLL-UP DOOR.

MATCH (E) CORRUGATED MTL.

SIDING; TYP.

INFILL (E) MTL. ROLL-UP DOOR.

REPLACE W/ (N) GLAZED
STOREFRONT SYSTEM; SEE (N)

ELEVATIONS
INFILL (E) MTL. ROLL-UP DOOR.

REPLACE W/ (N) GLAZED
STOREFRONT SYSTEM; SEE (N)

ELEVATIONS

INFILL (E) SWING
DOOR; MATCH (E)
MTL. SIDING; TYP.

DEMO FOR (N)
OPERABLE WDW.

INFILL (E) MTL. ROLL-UP DOOR.

REPLACE W/ (N) GLAZED
STOREFRONT SYSTEM; SEE (N)

ELEVATIONS
INFILL (E) MTL. ROLL-UP DOOR.

REPLACE W/ (N) GLAZED
STOREFRONT SYSTEM; SEE (N)

ELEVATIONS
REPLACE (E) EXT.

LIGHTING, TYP.; SEE
SCHED.

DEMO

FOR (N)
WDW.

REPLACE 4X WINDOWS
(E)
(D)
(D)
(D)
(D)
(E)
(D)
(D) (D) (D) (D)
B C E
±0"

GROUND LEVEL
+8'-0"

MEZZANINE LEVEL
+17'-4"

SECOND LEVEL
+26'-0"
ROOF LEVEL 1
+33'-8"
ROOF LEVEL 2
E C B
(E) STANDING SEAM
MTL. ROOF TO
REMAIN; TYP.
(E) STANDING SEAM
MTL. ROOF TO
REMAIN; TYP.
(E) GABLE VENT

TO REMAIN
(E) EGRESS STAIR TO
REMAIN

INFILL (E) ROLL-UP DOOR

W/ (N) GLAZED
STOREFRONT SYSTEM; SEE
(N) ELEVS.

INFILL (E) ROLL-UP DOOR

W/ (N) GLAZED
STOREFRONT SYSTEM; SEE
(N) ELEVS.

INFILL (E) ROLL-UP DOOR

W/ (N) GLAZED
STOREFRONT SYSTEM; SEE
(N) ELEVS.

REMOVE & INFILL (E)
DOOR; MATCH (E)
MTL. SIDING; TYP.

DEMO FOR
(N) WDW. SEE
SCHED.

REMOVE & INFILL (E)
WDW.; MATCH (E)
MTL. SIDING; TYP.

REPLACE (E) EXT.

LIGHTING; SEE
SCHED.

AREA OF PRIMARY FIRE
& WATER DAMAGE
3/8/2023

REMOVE FIRE / WATER DAMAGED
AREA OF ROOFING & SIDING.

REPLACE & REPAIR AS REQ'D. MATCH
(E) FINISHES; TYP. SEE ROOF &
SIDING DETAILS.

REMOVE FIRE / WATER DAMAGED
AREA OF ROOFING & SIDING.

REPLACE & REPAIR AS REQ'D. MATCH
(E) FINISHES; TYP. SEE ROOF &
SIDING DETAILS.
(D)
(E)
(E)
(E) (E) (E) (D) (D) (D)
(D) (D)
(D) (E) (E)
2 2
2 2
2 SCALE: 1" = 10'
1 (E) / DEMO SOUTH ELEVATION
SCALE: 1" = 10'
2 (E) / DEMO NORTH ELEVATION
SCALE: 1" = 10'
3 (E) / DEMO WEST ELEVATION
SCALE: 1" = 10'
4 (E) / DEMO EAST ELEVATION

AREA OF
WORK

AREA OF
WORK
REVISION - 11/17/2023 SR

Page 122 of 519 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

PROPOSED EXTERIOR

ELEVATIONS
A3.2

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
±0"

GROUND LEVEL
+8'-0"

MEZZANINE LEVEL
+17'-4"

SECOND LEVEL
+26'-0"
ROOF LEVEL 1
+33'-8"
ROOF LEVEL 2
(E) STANDING SEAM
MTL. ROOF TO REMAIN;
TYP.
(E) STANDING SEAM
MTL. ROOF TO REMAIN;
TYP.
(N) MTL. AWNING
AT RETAIL ENTRY;
SEE DTL.

LINE OF INFILLED
ROLL-UP DOOR;

SIDING TO MATCH
(E)
(N) OPERABLE WINDOWS; SEE SCHED.

LINE OF INFILLED ROLL-UP
DOOR SHOWN DASHED;

MATCH (E) SIDING
(N) GLAZED STOREFRONT
SYSTEM; SEE DOOR SCHED.

LINE OF INFILLED DOOR SHOWN
DASHED; MATCH (E) SIDING; TYP.
(E) EXT. MTL.

EGRESS STAIR TO
REMAIN; TYP.
(E) GUTTERS & RAIN
LEADERS TO REMAIN;
TYP.
(N) WINDOWS AT
SECOND LEVEL;
REPLACE IN KIND;
SEE WDW. SCHED.
(N) (N) (N) (N) (N)
(N)
(N) (N)
(N) (N) (N) (N)
(E)
B C E
6 5 4 3 2 1
±0"

GROUND LEVEL
+8'-0"

MEZZANINE LEVEL
+17'-4"

SECOND LEVEL
+26'-0"
ROOF LEVEL 1
+33'-8"
ROOF LEVEL 2
(E) CORRUGATED
MTL. SIDING TO
REMAIN; TYP.
(E) CORRUGATED
MTL. SIDING TO
REMAIN; TYP.
(N) MTL. AWNING;
AT RETAIL ENTRY;

SEE DETAIL
(E) STANDING
SEAM MTL. ROOF
TO REMAIN; TYP.
(N) GLAZED

STOREFRONT
ENTRY; SEE SCHED.
(E) STANDING
SEAM MTL. ROOF
TO REMAIN; TYP.
(E) ROLL-UP DOORS

TO REMAIN
(N) OPERABLE
WINDOW; SEE
SCHED.

LINE OF INFILLED ROLL-UP

DOOR SHOWN DASHED

AREA OF PRIMARY FIRE
& WATER DAMAGE
3/8/2023

REMOVE FIRE / WATER DAMAGED
AREA OF ROOFING & SIDING.

REPLACE & REPAIR AS REQ'D. SEE
ROOF & SIDING DETAILS.
(E) (E)
(E) (E) (E) (E)
(E) (E) (E) (N) (N) (E)
(N)
(N)
1 2 3 4 5 6
±0"

GROUND LEVEL
+8'-0"

MEZZANINE LEVEL
+17'-4"

SECOND LEVEL
+26'-0"
ROOF LEVEL 1
+33'-8"
ROOF LEVEL 2
(E) STANDING
SEAM MTL. ROOF
TO REMAIN; TYP.
(E) CORRUGATED

SIDING TO
REMAIN; TYP.
(E) MTL. EGRESS
STAIR TO REMAIN;
TYP.
(E) GUTTERS & RAIN
LEADERS TO REMAIN; TYP.
(E) CORRUGATED MTL.

SIDING TO REMAIN; TYP.

REMOVE FIRE / WATER DAMAGED
AREA OF ROOFING & SIDING.

REPLACE & REPAIR AS REQ'D. MATCH
(E) FINISHES; TYP. SEE ROOF &
SIDING DETAILS.
(N) WINDOWS @
SECOND LEVEL;
REPLACE IN KIND.

SEE WDW. SCHED.
(N)
(N) (N) (N) (N) (E)
E C B
±0"

GROUND LEVEL
+8'-0"

MEZZANINE LEVEL
+17'-4"

SECOND LEVEL
+26'-0"
ROOF LEVEL 1
+33'-8"
ROOF LEVEL 2

AREA OF PRIMARY FIRE
& WATER DAMAGE
3/8/2023

REMOVE FIRE / WATER DAMAGED
AREA OF ROOFING & SIDING.

REPLACE & REPAIR AS REQ'D. MATCH
(E) FINISHES; TYP. SEE ROOF &
SIDING DETAILS.
(E)
(E) (E) (E) (E)
(N)
(N) (N) (N) (E) (E)
(N)
(N)
(E) MTL. EGRESS STAIR

TO REMAIN
(E) STANDING SEAM
MTL. ROOF TO REMAIN;
TYP.
(E) STANDING SEAM
MTL. ROOF TO REMAIN;
TYP.
(E) GABLE VENT

TO REMAIN
(N) STOREFRONT
GLAZING; SEE
WDW. SCHED.
(N) OPERABLE
WDW. SEE SCHED.

LINE OF INFILLED
WINDOW

SHOWN DASHED
(N) STOREFRONT
GLAZING ENTRY;
SEE DOOR SCHED.

LINE OF INFILLED

DOOR SHOWN
DASHED
(N) STOREFRONT
GLAZING ENTRY;
SEE DOOR SCHED.

LINE OF INFILLED ROLLUP DOOR SHOWN
DASHED
(N) ENTRY AWNING; SEE DTL.

REMOVE FIRE / WATER DAMAGED
AREA OF ROOFING & SIDING.

REPLACE & REPAIR AS REQ'D. MATCH
(E) FINISHES; TYP. SEE ROOF &
SIDING DETAILS.
2 2
2 2
2 1
SCALE: 1" = 10'
1 PROPOSED WEST ELEVATION
SCALE: 1" = 10'
2 PROPOSED NORTH ELEVATION
SCALE: 1" = 10'
3 PROPOSED SOUTH ELEVATION
SCALE: 1" = 10'
4 PROPOSED EAST ELEVATION

AREA OF
WORK

AREA OF
WORK
REVISION - 11/17/2023 SR
REVISION - 2/17/2023 SR

Page 123 of 519 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

PROPOSED SECTIONS
A3.3

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
1 A3.5
7'-0" 8'-0"
10'-0"
9'-0"

AREA OF PRIMARY FIRE
& WATER DAMAGE
3/8/2023

PATCH, REPAIR & REPLACE (E)
FINISHES WHERE POSSIBLE. REFRAME & REFINISH IF DEEMED

NOT SALVAGEABLE AT TIME OF

CONSTRUCTION

PATCH, REPAIR & REPLACE (E)

FINISHES WHERE POSSIBLE AT

SECOND LEVEL WALLS WHERE

WATER & FIRE DAMAGE IS EVIDENT,
TYP. RE-FRAME & RE-FINISH IF

DEEMED NOT SALVAGEABLE AT TIME

OF CONSTRUCTION

REMOVE & REPLACE (E)
(2) TRUSSES IN KIND.

S.S.D.

REPLACE STAIR
FINISHES; SEE
FINISHES SCHED.

MEZZANINE

KITCHENETTE

BREAK ROOM

OFFICE OFFICE OFFICE ADMIN ENTRY

FORYER METERING

TECH AREA
STAIR
TO
SECOND
LEVEL
(E) STORAGE (E) STORAGE

OPEN TO

READY ROOM

PALLET RACK

WORK BENCH
AREA
2X WD.

FRAMING
16 17
18 19
20 21
22 23
24 25
26 27
28 29
30 (E) STORAGE
2 A3.4
1 A3.4
16'-0"
9'-0" 1'-0" 6'-0"
(E) WD. 2X

STRUCTURAL TRUSS

W/ FOIL-FACED

INSULATION
GLAZED
PARTITIONS;
TYP.

OFFICE OFFICE

CORRIDOR
2 2
SCALE: 1/4" = 1'-0"
1 PROPOSED LONG SECTION
SCALE: 1/4" = 1'-0"
2 PROPOSED CROSS SECTION
REVISION - 11/17/2023 SR

Page 124 of 519 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

WALL SECTIONS
A3.4

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
9 A8.1 8
A8.1
6'-0" MIN. TO B.O. TRUSS 9'-0 1/4"
(E) STANDING SEAM

METAL ROOF TO REMAIN
(E) 2X WOOD TRUSS W/

FOIL-FACED BATT
INSULATION @ ROOF; TYP.
(E) GALV. MTL. GUTTER &
RAIN LEADERS; TYP. SEE

ELEVATIONS FOR

LOCATIONS
(E) EXPOSED WOOD
RAFTER; TYP.
(E) HORIZONTAL

CORRUGATED METAL
SIDING. SEE DETAIL FOR
(N) EXTERIOR CLADDING

TO LAP (E) CLADDING IN

SELECT LOCATIONS FOR
(N) EXTERIOR DOORS &

WINDOWS & INFILL OF (E)

ROLL-UP DOORS
M08
M03
M03
M03
M02
M08
(N) OPERABLE WINDOW
AT OFFICES. SEE DETAILS

FOR HEAD, SILL & JAMB

CONDITIONS
(E) SIDEWALK & ASPHALT

PARKING SURFACE
(E) CONCRETE SLAB
(N) CARPET TILE WHERE
OCCURS ON PLANS.

SEE FLOOR ASSEMBLIES

SHEET FOR DETAIL

MEP DUCTING & PIPING
ABOVE OFFICES;
MAINTAIN 6'-0"

CLEARANCE FOR

MAINTENANCE
(N) EXTERIOR LUMINARY
WHERE OCCURS; SEE RCP
& LIGHTING SCHEDULE
FOR DETAIL. REF. PLANS

FOR LOCATIONS
(N) FLOOR / CEILING

ASSEMBLY IN EXISTING
BUILDING ENVELOPE.

S.S.D. FOR STRUCTURAL

CONNECTION DETAIL
(N) ROLLER SHADE @
WINDOW HEADER; TYP.

SEE DETAIL
(N) PTD. WD.

BASEBOARD TRIM; TYP.

U.O.N.
(E) EXPOSED WOOD
TRUSS THROUGHOUT; TYP.

TYP. OFFICE
MECH.
8 A7.1
12 A7.1
9'-0 1/4" 6'-0" MIN. TO B.O. TRUSS
25'-6 3/4"
16'-0" TO B.O. TRUSS
(N) FLOOR / CEILING

ASSEMBLY IN EXISTING
BUILDING ENVELOPE.

S.S.D. FOR STRUCTURAL

CONNECTION DETAIL
(E) 2X WOOD TRUSS W/

FOIL-FACED BATT
INSULATION @ ROOF; TYP.

M03
(N) INTERIOR OFFICE
PARTITION SYSTEM; SEE

DOOR & WINDOW

SCHEDULES
(E) CONCRETE SLAB
(N) CARPET TILE

WHERE OCCURS
ON PLANS. SEE

FLOOR ASSEMBLIES

SHEET FOR DETAIL
(N) PTD. WD.

BASEBOARD TRIM; TYP.

U.O.N.
(N) METAL SCREEN @

OFFICE CEILINGS TO

CONCEAL MECHANICAL

DUCT RUNS & PIPING
(E) EXPOSED WOOD
TRUSS; TYP.
(N) INTERIOR OFFICE
PARTITION SYSTEM; SEE

DOOR & WINDOW

SCHEDULES
M03
M03
M03
M01 M02
TYP. OFFICE

CORRIDOR
TYP. OFFICE
MECH. MECH.

SCALE: 3/4" = 1'-0"
1 TYP. EXT. WALL SECTION
SCALE: 3/4" = 1'-0"
2 TYP. WALL SECTION @ CORRIDOR

Page 125 of 519 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

WALL SECTIONS
A3.5

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
D
10 A7.1
7 A7.1
2'-6"
7'-0" MIN.
4'-0"
0"
± 9'-10 1/2"
18'-0"
26'-0"
8'-0"
0"
8'-0"
9'-0"
16'-0"
9'-0"
42" METAL

GUARDRAIL AT

MEZZANINE

BOUNDARY

REMOVE EXISTING

STAIR TREAD &

NOSING FLOORING

AND RE-APPLY

RESILIENT FLOORING
MATERIAL. SEE

MATERIALS &

FINISHES SCHEDULE
M09

SOFFIT OVER

KITCHENETTE IN
BREAK ROOM;

EXPOSED

PLYWOOD FINISH
M01 M01 M01
M07

EXPOSED STEEL FASCIA
M04
M04

SURFACE MOUNTED
LUMINAIRE; SEE RCP &

LIGHTING SCHEDULE
M09
(E) EXPOSED
TRUSSES; TYP.

EXPOSED

PLYWOOD
UPPER

CABINETS

EXPOSED

PLYWOOD
LOWER

CABINETS
(N) SURFACE

MOUNTED

LUMINAIRE, SEE RCP
& LIGHTING

SCHEDULE
(N) CEILING ABOVE

METERING TECH OFFICE

W/ RECESSED CAN
LUMINAIRES; SEE RCP
SUSPENDED LUMINAIRE;

SEE LIGHTING

SCHEDULE
BASEBOARD TRIM; SEE
DETAIL
(N) WALL @ STAIR 038; SEE
WALL TYPES;
S.S.D. FOR STRUCTURAL DTLS.

PATCH & REPAIR FINISHES
THIS AREA WHERE FEASIBLE.

DEMO & REPLACE DAMAGED
FRAMING AS REQ'D.

DEMO & REPLACE (E)
FIRE-DAMAGED 2X
WOOD TRUSSES; S.S.D.
(N) WALL @ STAIR 038; SEE
WALL TYPES;
S.S.D. FOR STRUCTURAL DTLS.

PATCH & REPAIR FINISHES
THIS AREA WHERE FEASIBLE.

DEMO & REPLACE DAMAGED
FRAMING AS REQ'D.
(E) STRINGER TO REMAIN

AREA OF PRIMARY FIRE
& WATER DAMAGE
3/8/2023

MEZZANINE

KITCHENETTE

BREAK ROOM

RESTROOM

HALL RESTROOM

METERING
TECH
OFFICE
STAIR
038
01 02
03 04
05 06
07 08
09 10
11 12
13 14
15 HVAC /
MECH
SPACE
SECOND
LEVEL
21 2
SCALE: 3/4" = 1'-0"
1 WALL SECTION @ BREAK ROOM
REVISION - 11/17/2023 SR
REVISION - 2/17/2023 SR

Page 126 of 519 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

ENLARGED FLOOR
PLANS
A4.1

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
2 1/2" 2'-0" 2'-0" 2'-0" 1'-6" 1'-6" 2'-0" 2'-0" 1'-3" 3'-0" 2'-6" 2'-6" 2" 2'-6"
1'-4"
(E) CONCRETE
FLOOR; SEE FLOOR

ASSEMBLIES
18 LINE OF FASCIA BEAM
ABOVE SHOWN DASHED;
SEE A7.1 FOR DETAIL
(E) EXTERIOR

DOOR TO
REMAIN
M07

PULL-OUT

TRASH /

RECYCLING
PANTRY
STRG.

CLEANING
STRG.

REFRIGERATOR/

FREEZER UTENSIL CAB CAB CAB
BREAK
ROOM
018

KITCHENETTE
AREA
30" X 48" PARALLEL

APPROACH TO

KITCHEN SINK PER CBC
11B-606.2.1.

ADA T-SHAPED

TURNING SPACE
2'-0"
10 11 LINE OF UPPER

CABINETS ABOVE
SHOWN DASHED;
SEE INT. ELEVS.

COUNTER-DEPTH

REFRIGERATOR BY
OWNER
REV-A-SHELF 5349

PULL OUT TRASH

DRAWER W/

CUSTOM DRAWER

FRONT TO MATCH
CABS
1'-5" 1'-0" 3'-0" 1'-3 3/4" 2'-0" 2'-0" 2"
2'-0"

BASE CABS
1'-0"
UPPERS
9'-6"
(E) CONCRETE
FLOOR; SEE FLOOR

ASSEMBLIES

INFILL (E) FLUORESCENT
LIGHT FIXTURE RECESS.

FINISH TO MATCH

COUNTERTOP /
BACKSPLASH. SEE INT. ELEVS.

UNDER

COUNTER

REFRIGERATOR

BY OWNER
20 REV-A-SHELF 5349

PULL OUT TRASH

DRAWER W/

CUSTOM DRAWER

FRONT TO MATCH
CABS
M07

SCRIBE AT WALL EDGE
CAB
U.C. REFR.

PULL OUT

TRASH &

RECYCLING

UTENSIL

DRAWERS

BULL ROOM
032

READY ROOM
027

SHARED OFFICE
033
30" X 48"
MIN.CLR.
11 10
1 2
2 2
SCALE: 1/2" = 1'-0"
5 ENLARGED PLAN: BREAK ROOM KITCHENETTE
SCALE: 1/2" = 1'-0"
4 ENLARGED PLAN: BULL ROOM KITCHENETTE
REVISION - 2/17/2023 SR
REVISION - 11/17/2023 SR

Page 127 of 519 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

INTERIOR ELEVATIONS
A5.1

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
M03
(E) WOOD TRUSS
TO REMAIN; TYP.
(N) BASEBOARD
TRIM; SEE DETAIL

LINE OF WALL

BOARD TO BE

REPLACED DUE TO
FIRE DAMAGE; ±
OPEN TO 1'-0" A.F.F.

HALL 004
(E) WOOD TRUSS TO REMAIN; TYP.

M03

STOREFRONT ENTRY
SYSTEM; SEE DOOR &

WINDOW SCHEDULE
BASEBOARD TRIM; SEE
DETAIL

LINE OF WALL BOARD

TO BE REPLACED DUE
TO FIRE DAMAGE; ±
1'-0" A.F.F.

SHOWROOM
ENTRY
(E) WOOD TRUSS
TO REMAIN; TYP.

M03

STOREFRONT ENTRY
SYSTEM; SEE DOOR &

WINDOW SCHEDULE
BASEBOARD TRIM;

SEE DETAIL

LINE OF WALL

BOARD TO BE

REPLACED DUE TO
FIRE DAMAGE; ±
1'-0" A.F.F.
(E) WOOD TRUSS
TO REMAIN; TYP.

M03
BASEBOARD TRIM;

SEE DETAIL

LINE OF WALL

BOARD TO BE

REPLACED DUE TO
FIRE DAMAGE; ±
1'-0" A.F.F.
2 2 2
2 2
SCALE: 1/4" = 1'-0" 1 001 SHOWROOM S
SCALE: 1/4" = 1'-0" 2 001 SHOWROOM N
SCALE: 1/4" = 1'-0" 3 001 SHOWROOM ESCALE: 1/4" = 1'-0" 4 001 SHOWROOM W REVISION - 11/17/2023 SR

Page 128 of 519 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

INTERIOR ELEVATIONS
A5.2

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
11'-0"
M03
BASEBOARD TRIM;

SEE DETAIL

HVAC PLENUM
SPACE; SEE

MECHANICAL
PLANS
(E) WD. TRUSSES

ABOVE SHOWN
DASHED
11'-0"
M03
BASEBOARD TRIM;

SEE DETAIL

STOREFRONT
SYSTEM; SEE
DOOR SCHED.

HVAC PLENUM
SPACE; SEE

MECHANICAL
PLANS
(E) WD. TRUSSES

ABOVE SHOWN
DASHED
11'-0" 5'-0"
M03
BASEBOARD TRIM;

SEE DETAIL

HVAC PLENUM
SPACE; SEE

MECHANICAL
PLANS
(E) WD. TRUSSES

ABOVE SHOWN
DASHED
11'-0" 5'-0"
281 sq ft

ACOUSTIC WALL
PANELING; SEE

SCHEDULE

HVAC PLENUM
SPACE; SEE

MECHANICAL
PLANS
(E) WD. TRUSSES

ABOVE SHOWN
DASHED
M11

NO BASEBOARD

THIS WALL
9'-0"
M03

BASEBOARD
TRIM; SEE DETAIL
(E) WD. TRUSSES

ABOVE SHOWN
DASHED
T.O. CEILING

STRUCTURE

ABOVE SHOWN
DASHED; SEE
DETAIL
9'-0" 6'-0"
M03
BASEBOARD TRIM;

SEE DETAIL
TYP. OFFICE

STOREFRONT
SYSTEM; SEE
DOOR SCHED.
(E) WD. TRUSSES

ABOVE SHOWN
DASHED
T.O. CEILING

STRUCTURE

ABOVE SHOWN
DASHED; SEE
DETAIL

OPEN TO HALL
ABOVE
9'-0"
M03

BASEBOARD
TRIM; SEE DETAIL
(E) WD. TRUSSES

ABOVE SHOWN
DASHED
T.O. CEILING

STRUCTURE

ABOVE SHOWN
DASHED; SEE
DETAIL

OPEN TO HALL
6'-0"
ABOVE
9'-0"
M03
BASEBOARD TRIM;

SEE DETAIL
TYP. OFFICE

STOREFRONT
SYSTEM; SEE
DOOR SCHED.
(E) WD. TRUSSES

ABOVE SHOWN
DASHED
T.O. CEILING

STRUCTURE

ABOVE SHOWN
DASHED; SEE
DETAIL
SCALE: 1/4" = 1'-0" 1 CONFERENCE 01SCALE: 1/4" = 1'-0" 2 CONFERENCE 02SCALE: 1/4" = 1'-0" 3 CONFERENCE 03SCALE: 1/4" = 1'-0" 4 CONFERENCE 04 SCALE: 1/4" = 1'-0" 5 TYP. OFFICE 01SCALE: 1/4" = 1'-0" 6 TYP. OFFICE 02SCALE: 1/4" = 1'-0" 7 TYP. OFFICE 03SCALE: 1/4" = 1'-0" 8 TYP. OFFICE 04

Page 129 of 519 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

INTERIOR ELEVATIONS
A5.3

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
25'-10 1/2"
16'-0"
6'-8"
2'-6" 2'-6"
M04
M03
CUSTOM
PLYWOOD CABS.

M03

ADA COMPLIANT HI-LO
DRINKING FOUNTAIN;
SEE SPEC. VERIFY 27"
KNEE CLR. MOUNTING
HEIGHT
M07
BLACK

CHAINLINK

GUARD AT

OFFICE SOFFIT
EDGE; SEE DETAIL
(E) WOOD

TRUSSES TO
REMAIN; TYP.
(N) HVAC DUCT;
SEE

MECHANICAL
PLANS
3/4" PLYWOOD
FRAME @
OPENING; SEE
DETAIL
4" BLACK MTL.

PULL @ CABINET
DOORS;

BERENSON

BRAVO OR
EQUIV.

OPEN TO

SHOWROOM
001
8'-0" 1'-0" 7'-0"
M03
(N) BASEBOARD
TRIM; SEE DETAIL
M03
M03
BLACK

CHAINLINK

GUARD AT

MEZZANINE
EDGE
PERIMETER ; SEE
DETAIL
(E) WOOD TRUSS
TO REMAIN; TYP.

TYP. OFFICE STOREFRONT
SYSTEM; SEE DOOR SCHED.

ENTRY STOREFRONT
SYSTEM; SEE DOOR SCHED.

LINE OF MEZZ.

F.F.E. 1'-0"

PARAPET WALL
ABOVE
(N) HVAC DUCT;

SEE MECHANICAL
PLANS
ADMIN
ENTRY

MEZZANINE
001
HALL
004
FOYER
HALL
008

BLACK CHAINLINK

GUARD AT OFFICE
SOFFIT EDGE; SEE
DETAIL
BLACK

CHAINLINK

GUARD AT

OFFICE SOFFIT
EDGE; SEE DETAIL

OPERABLE PANEL
10'-0"

BASEBOARD
TRIM; SEE DETAIL
(E) WD. TRUSSES
M03
M03
(N) HVAC DUCT;
SEE

MECHANICAL
PLANS

OPEN TO

BREAKROOM
018
BLACK

CHAINLINK

GUARD AT

OFFICE SOFFIT
EDGE; SEE
DETAIL

FEATURE WALL

ASSET (TBD)
LINE OF F.C.E.

SHOWN
DASHED
10'-0"
16'-0"
TYP. OFFICE STOREFRONT
SYSTEM; SEE DOOR SCHED.

CONFERENCE ROOM STOREFRONT
SYSTEM; SEE DOOR SCHED.

M03
M03
(E) WOOD TRUSSES TO REMAIN; TYP.

M03
LINE OF F.C.E.

SHOWN DASHED
LINE OF F.C.E.

SHOWN DASHED
BLACK

CHAINLINK

GUARD AT

OFFICE SOFFIT
EDGE; SEE
DETAIL

OPERABLE

CHAINLINK
PANEL

BLACK CHAINLINK

GUARD AT OFFICE
SOFFIT EDGE; SEE
DETAIL
(N) HVAC DUCT;

SEE MECHANICAL
PLANS
1 SCALE: 1/4" = 1'-0" 1 FOYER, 004 HALL & 009 HALL 01
SCALE: 1/4" = 1'-0" 2 FOYER, 004 HALL & 009 HALL 02SCALE: 1/4" = 1'-0" 3 FOYER, 004 HALL & 009 HALL 03 SCALE: 1/4" = 1'-0" 4 FOYER, 004 HALL & 009 HALL 04
REVISION - 2/17/2023 SR

Page 130 of 519 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

INTERIOR ELEVATIONS
A5.4

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
10'-0" 6'-0"
7'-0"
TYP.
16'-0"
(E) WOOD TRUSS
TO REMAIN; TYP.

M03
M03
(N) HVAC DUCT;

SEE MECHANICAL
PLANS

SUSPENDED LIGHT
FIXTURE; SEE
LIGHTING SCHED.

BASEBOARD TRIM;

SEE DETAIL

OPEN TO
HALL 008

BLACK CHAINLINK

GUARD AT OFFICE
SOFFIT EDGE; SEE
DETAIL
1'-2" 2'-0" 2'-0" 3'-0" 2'-0" 2'-0" 2'-0" 2"
2'-0"
3'-6" 8'-0"
2'-5" 2'-5" 3'-0"
3'-0"
8'-0"
(E) WOOD TRUSS
TO REMAIN; TYP.
(N) BASEBOARD
TRIM; SEE DETAIL
(N) HVAC DUCT; SEE

MECHANICAL PLANS

MEZZANINE
BLACK

CHAINLINK

GUARDRAIL
M03
M04
M07
M03
CUSTOM
PLYWOOD CABS.

S.S. COUNTER DEPTH
REFR./FRZR. W/ CUSTOM
CONFIRM W/ OWNER ADA SINK CLEARANCE; V.I.F.

WIDE FLANGE

BEAM AT SOFFIT
EDGE; SEE
DETAIL

LINE OF WIDE FLANGE

COLUMN SHOWN
DASHED

OPEN TO
HALL 019
DW
PULL
OUT
TRASH
PANTRY
STRG.

CLEANING
STRG. REFR.

UTENSIL

CAB CAB CAB
FRZR.

CAB
3'-6"
8'-0"
7'-0"
16'-0"

EXTERIOR

STOREFRONT
SYSTEM; SEE
DOOR SCHED.

M03

LINE OF (N) HVAC DUCT
SHOWN DASHED; SEE

MECHANICAL PLANS

BASEBOARD
TRIM; SEE
DETAIL

LINE OF WALL

BOARD TO BE

REPLACED DUE TO
FIRE DAMAGE; ±
1'-0" A.F.F.

BREAK ROOM
018

KITCHENETTE

MEZZANINE
102
(N)

MEZZANINE

BLACK CHAINLINK

GUARDRAIL

BLACK CHAINLINK

GUARD AT OFFICE

SOFFIT EDGE
(E) WOOD TRUSS
TO REMAIN; TYP.

SOFFIT OVER

KITCHENETTE
AREA; SEE DETAIL
1 2
2 SCALE: 1/4" = 1'-0"
1 BREAK ROOM 01
SCALE: 1/4" = 1'-0"
2 BREAK ROOM 03
SCALE: 1/4" = 1'-0"
3 BREAK ROOM 04
REVISION - 2/17/2023 SR
REVISION - 11/17/2023 SR

Page 131 of 519 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

INTERIOR ELEVATIONS
A5.5

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
8'-0"
9'-2" 6'-0 3/4"
3'-0"
(E) BEAM TO REMAIN
(E) WD. PALLET
STRG.

PLATFORM; (N)

PLATFORM TO

MATCH (E)
(N) PLYWOOD

WORKBENCH

TO MATCH (E)
M03 M03

BASEBOARD
TRIM; SEE
DETAIL
TYP. OFFICE
STOREFRONT SYSTEM;
SEE DOOR SCHED.

LINE OF WALL

BOARD TO BE

REPLACED DUE

TO FIRE
DAMAGE; ±
1'-0" A.F.F.
(N) WALL; SEE PLANS

OPEN TO
HALL 019 &
BREAK
ROOM 018
(N)
16'-0"
M03
M04

EXISTING ROLL UP DOOR TO BE

RELOCATED TO THIS
LOCATION; SEE DOOR SCHED.

TYP. OFFICE
STOREFRONT SYSTEM;
SEE DOOR SCHED.
(E) STAIR TO REMAIN;

RE-TREAD SURFACE

W/ RESLIENT
FLOORING; SEE 5/
A7.1 FOR SIM. DETAIL
M03
(E) WD. PALLET
STRG. PLATFORM;
(N) PLATFORM

TO MATCH (E)
(N) PLYWOOD

WORKBENCH

TO MATCH (E)
(E) BEAM TO
REMAIN

BASEBOARD
TRIM; SEE
DETAIL
(N) WALL; SEE PLANS

LINE OF WALL BOARD

TO BE REPLACED DUE
TO FIRE DAMAGE; ±
1'-0" A.F.F.
(N) WALL; SEE PLANS
(N)
6'-0 3/4"
10X EQUAL BOXES
M04
M04
(N) PLYWOOD

WORKBENCH
(E) PLYWOOD

WALL PANELING

TO REMAIN
(N) PLYWOOD & 2X
WD. SHELVING TO

MATCH (E)
(N) 4X WD.

POSTS AS REQ'D.

S.S.D.
(E) WD. PALLET
STRG. PLATFORM;
(N) PLATFORM

TO MATCH (E)
(E) WD. PALLET
STRG. PLATFORM;
(N) PLATFORM

TO MATCH (E)
M04
2X EXPOSED WD. EDGE

W/ EXPOSED JOISTS
UNDERNEATH; TYP.

MATCH (E) 4X8 WD.

LVL BEAM; S.S.D.

LINE OF WALL BOARD

TO BE REPLACED DUE
TO FIRE DAMAGE; ±
1'-0" A.F.F.
(N)
(E) PLYWOOD M04

WALL PANELING

TO REMAIN
(N) PLYWOOD

WORKBENCH
(N) PLYWOOD & 2X
WD. SHELVING TO

MATCH (E)
(N) 4X WD. POSTS AS
REQ'D. S.S.D.
(E) WD. PALLET STRG.

PLATFORM; (N)

PLATFORM TO MATCH
(E); EXPOSED JOISTS
UNDERNEATH; TYP.
(E) WD. PALLET
STRG. PLATFORM;
(N) PLATFORM

TO MATCH (E)
M04
2X EXPOSED WD. EDGE

W/ EXPOSED JOISTS
UNDERNEATH; TYP.

MATCH (E) 4X8 WD.

LVL BEAM; S.S.D.
(N) PLYWOOD

WORKBENCH

LINE OF WALL BOARD

TO BE REPLACED DUE
TO FIRE DAMAGE; ±
1'-0" A.F.F.
2 2
2 2
SCALE: 1/4" = 1'-0"
1 WORKSHOP 01
SCALE: 1/4" = 1'-0"
2 WORKSHOP 02
SCALE: 1/4" = 1'-0"
3 WORKSHOP 03
SCALE: 1/4" = 1'-0"
4 WORKSHOP 04
REVISION - 11/17/2023 SR

Page 132 of 519 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

INTERIOR ELEVATIONS
A5.6

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
3'-0"
16'-0"
(E) WOOD TRUSSES
TO REMAIN; TYP.

M04 M03 M04 M04
(E) PLYWOOD

WALL PANELING

TO REMAIN
THROUGHOUT;
TYP.

EQUIP STRG; TBD
(E) ROLL UP DOOR; SEE
DOOR SCHED. &

ELEVATIONS
(N) WORKTOP &

STORAGE CUBBIES
(N) EQUIP. STRG.
(NOT IN SCOPE)
TAP & BASIN;

SEE PLUMBING
SCHED.

ICE MAKER; SEE

APPLIANCE
SCHED.
(E) DOOR TO REMAIN;

SEE ELEVATIONS
(N) WALL; SEE PLANS

LINE OF WALL BOARD

TO BE REPLACED DUE
TO FIRE DAMAGE; ±
1'-0" A.F.F.

LINE OF WALL BOARD

TO BE REPLACED DUE
TO FIRE DAMAGE; ±
1'-0" A.F.F.
5'-0 3/4"
PREFABRICATED MTL.

SHIPS LADDER TO

PALLET STORAGE

PLATFORM ABOVE
OPEN TO MECH.

ACCESS AREA ABOVE

BULL ROOM
(E) WD. TRUSSES TO
REMAIN; TYP.
(N) LIGHT FIXTURES

WHERE OCCURS ON
RCP; TYP.

M03
EQUIP. STRG.

RACKS; (NOT IN
SCOPE)
(E) WD. PALLET STRG.

PLATFORM; (N)

PLATFORM TO MATCH
(E); EXPOSED JOISTS
UNDERNEATH; TYP.
(N) LINEMAN
LOCKERS; SEE
SPECIALTIES SCHED.

VERIFY PLACEMENT

ALLOWS FOR FULL

DOOR SWING

WITHOUT

INTERFERENCE FROM

WOOD POST

LINE OF WALL BOARD

TO BE REPLACED DUE
TO FIRE DAMAGE; ±
1'-0" A.F.F.
(E) WOOD TRUSSES
TO REMAIN; TYP.

M04
(E) PLYWOOD

WALL PANELING

TO REMAIN
(N) LINEMAN
LOCKERS; SEE
SPECIALTIES SCHED.

VERIFY PLACEMENT

ALLOWS FOR FULL

DOOR SWING

WITHOUT

INTERFERENCE FROM

WOOD POST
PREFABRICATED MTL.

SHIPS LADDER TO

PALLET STORAGE

PLATFORM ABOVE
(E) PLYWOOD

WALL PANELING

TO REMAIN
M04
(E) WD. PALLET STRG.

PLATFORM; (N)

PLATFORM TO MATCH
(E); EXPOSED JOISTS
UNDERNEATH; TYP.
2X EXPOSED WD. EDGE

LINE OF WALL BOARD

TO BE REPLACED DUE
TO FIRE DAMAGE; ±
1'-0" A.F.F.

M03
LINE OF MECH RM.

WALL SHOWN
DASHED
(E) WOOD

TRUSSES TO
REMAIN; TYP.

EXISTING ROLL UP

DOOR TO BE

RELOCATED TO THIS
LOCATION; SEE
DOOR SCHED.
(N) LINEMAN
LOCKERS; SEE
SPECIALTIES SCHED.

VERIFY PLACEMENT

ALLOWS FOR FULL

DOOR SWING

WITHOUT

INTERFERENCE FROM

WOOD POST
(N) LIGHT FIXTURES

WHERE OCCURS ON
RCP; TYP.
(E) WD. PALLET STRG.

PLATFORM; (N)

PLATFORM TO MATCH
(E); EXPOSED JOISTS
UNDERNEATH; TYP.
2 2
2 2
SCALE: 1/4" = 1'-0" 1 READY ROOM 01
SCALE: 1/4" = 1'-0" 2 READY ROOM 02
SCALE: 1/4" = 1'-0" 3 READY ROOM 03
SCALE: 1/4" = 1'-0" 4 READY ROOM 04
REVISION - 11/17/2023 SR

Page 133 of 519 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

INTERIOR ELEVATIONS
A5.7

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
8'-0"
M03
F.F.E. MECH

AREA ABOVE
MECH. AREA
ABOVE
PROVIDE WD.

BLOCKING FOR

WHITEBOARD
M03
BASEBOARD; SEE
DETAIL
F.F.E. MECH

AREA ABOVE
MECH. AREA
ABOVE
M03
BASEBOARD; SEE
DETAIL

WORKSTATIONS

SHOWN DASHED
(NOT IN SCOPE)

LINE OF WALL

BOARD TO BE

REPLACED DUE TO
FIRE DAMAGE; ±
1'-0" A.F.F.

F.F.E. MECH

AREA ABOVE
MECH. AREA
ABOVE
PROVIDE WD.

BLOCKING FOR

WHITEBOARD
M03
BASEBOARD; SEE
DETAIL

LINE OF WALL BOARD

TO BE REPLACED DUE
TO FIRE DAMAGE; ±
1'-0" A.F.F.
2'-10" 2'-0" 2'-6"
F.F.E. MECH

AREA ABOVE
MECH. AREA
ABOVE
M03
WD. BASEBOARD;

SEE DETAIL

WORKSTATIONS

SHOWN DASHED
(NOT IN SCOPE)
M03
M07 SHARED OFFICE
033

LINE OF WALL

BOARD TO BE

REPLACED DUE TO
FIRE DAMAGE; ±
1'-0" A.F.F.
2 2
2 2
SCALE: 1/4" = 1'-0" 1 BULL ROOM 01
SCALE: 1/4" = 1'-0" 2 BULL ROOM 02
SCALE: 1/4" = 1'-0" 3 BULL ROOM 03
SCALE: 1/4" = 1'-0" 4 BULL ROOM 04
REVISION - 11/17/2023 SR

Page 134 of 519 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

INTERIOR ELEVATIONS
A5.8

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
MECH. AREA
ABOVE
REPLACE (E) CLG. FINISH; TYP.

REMOVE & REPLACE

DAMAGED FRAMING AS
REQ'.D IN FIELD.

REMOVE & REPLACE (E)
PTD. GYP. BD. (PATCH &

REPAIR WHERE POSSIBLE)
BASEBOARD; SEE DETAIL

REMOVE &
REPLACE (E) ELEC.

RECEPTACLES &
OUTLETS; TYP.

STAIR STRG.
203
STRG.
202

LINE OF WALL

BOARD TO BE

REPLACED DUE TO
FIRE DAMAGE; ±
1'-0" A.F.F.

MECH. AREA
ABOVE
REPLACE (E) CLG. FINISH; TYP.

REMOVE & REPLACE

DAMAGED FRAMING AS
REQ'.D IN FIELD.
(N) DOUBLE DOORS; SEE
SCHEDULE.

BASEBOARD; SEE DETAIL

REMOVE &
REPLACE (E) ELEC.

RECEPTACLES &
OUTLETS; TYP.

REMOVE & REPLACE (E)
PTD. GYP. BD. (PATCH &

REPAIR WHERE POSSIBLE)
(N) DOOR; SEE SCHEDULE.

STRG.
203
TO STRG.
204 TO STAIR TO STRG.204

LINE OF WALL

BOARD TO BE

REPLACED DUE TO
FIRE DAMAGE; ±
1'-0" A.F.F.

MECH. AREA
ABOVE
REPLACE (E) CLG. FINISH; TYP.

REMOVE & REPLACE

DAMAGED FRAMING AS
REQ'.D IN FIELD.
(N) DOUBLE DOORS; SEE
SCHEDULE.

REMOVE & REPLACE (E) BASEBOARD; SEE DETAIL
PTD. GYP. BD. (PATCH &

REPAIR WHERE POSSIBLE)
(N) WINDOWS; SEE
SCHED.
(E) WINDOWS

BEYOND SHOWN

DASHED FOR
REFERENCE.

TO
EGRESS
STAIR

LINE OF WALL

BOARD TO BE

REPLACED DUE TO
FIRE DAMAGE; ±
1'-0" A.F.F.

MECH. AREA
ABOVE
REPLACE (E) CLG. FINISH; TYP.

REMOVE & REPLACE

DAMAGED FRAMING AS
REQ'.D IN FIELD.

REMOVE & REPLACE (E) BASEBOARD; SEE DETAIL
PTD. GYP. BD. (PATCH &

REPAIR WHERE POSSIBLE)
(N) WINDOWS; SEE
SCHED.

REPLACE (E)
WINDOWS W/ (N).

SEE SCHEDULE.
(N)DOOR; SEE SCHEDULE

REMOVE & REPLACE (E)
PTD. GYP. BD. (PATCH &

REPAIR WHERE POSSIBLE)
TO STRG.
202

LINE OF WALL BOARD

TO BE REPLACED DUE
TO FIRE DAMAGE; ±
1'-0" A.F.F.
2 2
SCALE: 1/4" = 1'-0"
1 SECOND LEVEL (WEST)
SCALE: 1/4" = 1'-0"
2 SECOND LEVEL (NORTH)
SCALE: 1/4" = 1'-0"
3 SECOND LEVEL (EAST)
SCALE: 1/4" = 1'-0"
4 SECOND LEVEL (SOUTH)
REVISION - 11/17/2023 SR

Page 135 of 519 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

GROUND LEVEL

CEILING PLAN
A6.1

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
ICE
EYEWS.

UP
01 02 03 04 05 06 07 08 09 10 11 12 3130292827262524232221 20 19
18 17
16 1514
13 12
11 10
987654321
32 STAIR
UP
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16

UPSTAIR
2 16'-0"
16'-0"
16'-0"

OPEN TO
ABOVE @
STAIR

EXPOSED TRUSSES /
OPEN TO ABOVE.

HVAC ROUTING TBD

EXPOSED TRUSSES /
OPEN TO ABOVE.

HVAC ROUTING TBD

PAINT ALL (E) EXPOSED

WOOD TRUSSES WITH

CLEAR ODOR-SEALING

PRIMER IN SMOKE

AFFECTED BAYS (BREAK

ROOM & READY ROOM
(N) B2 LIGHT FIXTURES IN
(E) LUMINAIRE
LOCATIONS. (E) J-BOXES

TO REMAIN IN (E)
WAREHOUSE BAY;

SWITCHING LOCATIONS

TO REMAIN
(N) LIGHT FIXTURES IN (E)
LUMINAIRE LOCATIONS.
(E) J-BOXES TO REMAIN IN
(E) WAREHOUSE BAY;

SWITCHING LOCATIONS

TO REMAIN
(N) LIGHT FIXTURES IN (E)
LUMINAIRE LOCATIONS.
(E) J-BOXES TO REMAIN IN
(E) WAREHOUSE BAY;

SWITCHING LOCATIONS

TO REMAIN

AREA OF PRIMARY FIRE
& WATER DAMAGE
3/8/2023
(N) SWITCH

GEAR AREA
2 OCC
OCC
2OCC OCC OCC
2 2
2 2
2 2
2 2
2 2
2 2 2
OCC
OCC
OCC

OCC OCC OCC
3 3
3 3
3 3
3 2 OCC
OCC
3 OCC OCC
3 3
3 2
2 2
2 OCC
OCC
A1
A1 A1
A1 A1
A1 A1
A1
A1 A1
A1
A1 A1
A1 A1
D2 D2 D2 D2
S1
A1
S1
A1
S1
A1
A1
A1
B1 B1 A1 S1
A1
S1
A3 A3 A3 A3 A3
D3
A3
A1 A1
A1 A1
A1 A1
A1 A1
A1 A1
A1
A1 A1
A1 A1
A1
A1
A1
A1
A1
A1
A1
A1
D1
A1 A1
A1 A1
B1
B1
B1 B1
B1
B1
B1
B1 B1 B1
B1
A1
A1
A1
A1
A1
A1
B1
A1
A1
A1
A1
S1
A1
D4
A1 A1 A1
A1 A1
A1 A1
A1 A1
A1
A1
B1
B1
D3 D3
A1
X1
X1
X1
X1 X1 X1 X1
X1 X1 X1
X1
X1
X1
X1
X1
B1
X2
X2
X2
X2
X2
X2
X2
B1
B1
B2
B2
B2
B2
B2
B2
B2
B2
B2 B2
B2
B2
B2 B2 B2
B2
B2
B2
B2
B2 B2
B2
B2
B2 B2
B2 B2
B2 B2 B2 B2
B2 B2 B2
B2 B2 B2
B2
A3
A3
11'-0"
8'-0"
8'-0"
9'-0"
8'-0"
8'-0"
9'-0"
9'-0"
9'-0"
9'-0" 9'-0"
9'-0"
9'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0" 8'-0" 8'-0"
16'-0"
9'-0"
8'-0"
9'-0"
9'-0"
15'-3/8"
16'-0"
B1 FIXTURES

MOUNTED TO
EXPOSED JOISTS @

UNDERSIDE OF
STRG. PLATFORM;
TYP.

B1 FIXTURES

MOUNTED TO

EXPOSED JOISTS
@ UNDERSIDE
OF STRG.

PLATFORM; TYP.

B1 FIXTURES
EXPOSED JOISTS @

UNDERSIDE OF
STRG. PLATFORM;
TYP.

M03
M03
M03
M03
M03
M03
M03
M03
M03
M03
M03
M03 M03
M03
M03 M03
M03 M03 M03
M03
M03
M03
M03 M03
M03
M03
M10

DEMO & REPLACE
(E) DAMAGED GYP.

CLG. THIS AREA
SHOWROOM 001
CONFERENCE 003
SUPPLY 002
HALL
004
PRINT
005
(E) TOILET 006
LACTATION 007
FOYER
008
OFFICE 010
OFFICE 011
SHARED OFFICE 012
OFFICE 013
SHARED OFFICE 014
SHARED OFFICE 015
PLOT
016
VESTIBULE 021
HALL
009
STORAGE 017
BREAK ROOM 018
HALL
019
METER TESTING 020
U-TOILET 022
M-TOILET 023
W-TOILET 024
WAREHOUSE 025
OFFICE
026
CUSTODIAN 028
U-TOILET 029
READY ROOM 027
MECH
031
BULL ROOM 032
SHARED OFFICE 026
(E) WAREHOUSE 033
(E) WAREHOUSE 034
(E) OFFICE 035(E) TOILET 036
STAIR
038
STAIR
037
U-TOILET 030
CO
SD
SC

CARBON MONOXIDE DETECTOR

COMBINED SMOKE DETECTOR & MONOXIDE

DETECTOR

SPRINKLER HEAD

SMOKE DETECTOR

SYMBOL LEGEND

RECESSED CAN FIXTURE

SURFACE MOUNTED FIXTURE

PENDANT FIXTURE

RECESSED DIRECTIONAL

LED TRACK LIGHTING
SURFACE MOUNT 4'-0" LED TUBE

WALL MOUNTED SCONCE

LED STRIP LIGHTING
X
X
X
X
A
X
X
X
X
T
RT

OUTDOOR HEATER

CEILING SUPPLY REGISTER

CEILING RETURN REGISTER

FLOOR SUPPLY REGISTER

FLOOR RETURN REGISTER

WALL SUPPLY REGISTER

WALL RETURN REGISTER

THERMOSTAT

REMOTE THERMOMETER SENSOR

BATH FAN

CEILING FAN

BATH FAN / LIGHT COMBO

MATERIAL LEGEND
PTD. GYP BD.: SEE FINISHES SCHEDULE FOR

PAINT COLORS

PLYWOOD SHEATHING O/ EXPOSED JOISTS

GENERAL NOTES

LIGHTING SCHEDULE
ID
A1
A3
B1
B2
D1
D2
D3
D4
S1
T1
X1
X2
QTY.
89 8
25 38
1 4
3 1
6 11
15 7

DESCRIPTION
4" RECESSED CAN LED
4" SURFACE MOUNT CYLINER
LED

LINEAR SURFACE MOUNT LED

PENDANT / SUSPENDED

VANITY WALL SCONCE

TRACK W/ ADJUSTABLE HEADS

EXTERIOR WALL MOUNT FLOOD

ILLUMINATED EXIT SIGN

MANUFACTURER
ALCON OR APPROVED EQUIV.

ALCON OR APPROVED EQUIV.

MODEL
ESCALA
14008
11235-ADJ
11163
11163
12256-TRE
15201
12260
12180
11122-2
ALVA
BELLA 13114
16009
16116
FINISH
WHITE
BLACK
WHITE
WHITE
BLACK
BLACK
BLACK
BLACK
BLACK

BLACK / BK
BLACK
GREEN

LETTERS

WATTAGE
10 W
10 W
18 W
38 W
75W
15W
8W
35W
27 W
9 W / EA. HEAD
38W
3W
LUMENS
800 LM
700 LM
2340 LM
5200 LM
7200 LM
1600 LM
800 LM
3500 LM
2400 LM
600 LM
3611 LM
-
CRI
90+ MIN.
90+ MIN.
80+ MIN.
80+ MIN.
90+ MIN.
90+ MIN.
90+ MIN.
90+ MIN.
90+ MIN.
90+ MIN.
90+ MIN.
-

COLOR TEMP
3000K
3000K
3500K
3500K
3000K
3000K
3000K
3000K
3000K
3000K
3000K
-
NOTES

DIMMABLE
DIRECT MOUNT TO J-BOX; RUN EXPOSED CONDUIT BEANEATH

EXPOSED TJI JOISTS
-
-
CENTERED OVER CONF. TABLE
20" CANOPY
6" CANOPY
-
-
USE WITH 1300 SERIES PRODUCT FAMILY; 6 HEADS EACH TRACK

REPLACE (E) LAMPS

DOUBLE SIDED WHERE APPLICABLE
FIRE

LIGHTING
HVAC

RCP LIGHTING CONTROL NOTES

LIGHTING CONTROL CODE NOTES
2 2
2 2
SCALE: 1" = 10'
2 GROUND FLOOR RCP

1. ALL EXISTING CEILING SHEETROCK & CEILING TILES TO BE REMOVED (SEE DEMO PLAN).

2. SHEETROCK @ EXISTING BEAM SOFFITS CAN REMAIN, NEW LEVEL 4 SMOOTH FINISH TO BE APPLIED.

3. ALL EXISTING MEP LINES EXPOSED AFTER DEMO TO BE REMOVED IF REDUNDANT. CAP OFF AND TIE BACK ALL LINE PER CODE REQ'TS.

4. ALL EXISTING MEP LINES EXPOSED AFTER DEMO THAT ARE STILL ACTIVE TO BE REROUTED AS NEC. COORD. IN FIELD.

5. SEE MEP PLANS FOR ALL FIXTURE & MECHANICAL LAYOUT AS THEY RELATE TO THE CEILING. REFER TO SEPARATE MEP PERMIT FOR ALL MEP REQ'TS AS THEY RELATE TO THE CEILING. MEP SUBCONTRACTOR RESPONSIBLE FOR PROCURING ANY NECESSARY MEP PERMITS AND RESPONSIBLE FOR ALL MEP WORK TO BE COMPLIANT TO ALL CODES & REGULATIONS.

6. ALL EXTERIOR (X1) FIXTURES TO BE ON DAYLIGHT SENSORS; SECURITY / PERIMETER LIGHTING WILL REMAIN ON AT NIGHT TIME

7. SEE MECHANICAL PLANS FOR HVAC DUCT RUNS & ROUTING. ANY CONFLICTS BETWEEN HVAC & LUMINAIRES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT ASAP.

INDOOR LIGHTING CONTROLS CEC SEC 130.1
• MULTILEVEL CONTROLS REQUIRED UNLESS (B) ROOM AREA UNDER 100 SQFT, •OFFICE AND RESTROOMS
• UNDER 0.5 WATTS/SQFT
•WAREHOUSE HIGH BAY COMPLIES (15 FIXTURES 218 WATTS
EACH 6929SQFT = 0.47 WATT/ SQFT SHOP
9X218/3025SQFT=0.65 WATTS/SQFT
* REDUCE TO 7 FIXTURES AND IT COMPLIES OR MULTILEVEL

SWITCHING
• ONE LUMINAIRE WITH NO MORE THAN 2 LAMPS
•RESTROOMS
• SHUTS OFFS PROVIDED BY EITHER OCCUPANCY SENSORS, REQUIRED FOR ROOMS UNDER 250SQFT.
•TIME SWITCH (EXCEPT AREAS OCCUPIED 24HRS /DAY
• DAYLIGHT CONTROLS (D)
•DAYLIT SHOWN ON PLANS (D) 2.A.
•LUMINAIRES IN DAYLIT ZONES CONTROLLED SEPARATELY (D)2.B EXCEPT WHEN LIGHTING IN DAY LIT ZONE LESS THAN 120WATTS •HIGH BAY ALL ALL DAYLIT
OUTDOOR LIGHTING CONTROLS CEC SEC 130.2
• ALL INSTALLED OUTDOOR LIGHTING SHALL BE CONTROLLED BY A

PHOTOCONTROL OR OUTDOOR ASTRONOMICAL TIME-SWITCH CONTROL,

OR OTHER CONTROL CAPABLE OF AUTOMATICALLY SHUTTING OFF THE OUTDOOR LIGHTING WHEN DAYLIGHT IS AVAILABLE.
• ALL INSTALLED OUTDOOR LIGHTING, WHERE THE BOTTOM OF THE LUMINAIRE IS MOUNTED 24 FEET OR LESS ABOVE THE GROUND, SHALL BE

CONTROLLED WITH AUTOMATIC LIGHTING CONTROLS THAT MEET ALL OF THE FOLLOWING REQUIREMENTS:

A. SHALL BE MOTION SENSORS OR OTHER LIGHTING CONTROL SYSTEMS

THAT AUTOMATICALLY CONTROLS LIGHTING IN ACCORDANCE WITH ITEM B IN RESPONSE TO THE AREA BEING VACATED OF OCCUPANTS; AND B. SHALL BE CAPABLE OF AUTOMATICALLY REDUCING THE LIGHTING POWER OF EACH LUMINAIRE BY AT LEAST 40 PERCENT BUT NOT EXCEEDING 90

PERCENT, OR PROVIDE CONTINUOUS DIMMING THROUGH A RANGE THAT INCLUDES 40 PERCENT THROUGH 90 PERCENT
• EXCEPTION 3 TO SECTION 130.2(C)3: OUTDOOR LIGHTING, WHERE

LUMINAIRE RATED WATTAGE IS DETERMINED IN ACCORDANCE WITH SECTION 130.0(C), AND WHICH MEET ONE OF THE FOLLOWING
CONDITIONS:

A. POLE-MOUNTED LUMINAIRES EACH WITH A MAXIMUM RATED
WATTAGE OF 75 WATTS; OR
B. NONPOLE MOUNTED LUMINAIRES WITH A MAXIMUM RATED
WATTAGE OF 30 WATTS EACH.
•140.7(A) EXEMPTION 5, INDUSTRIAL SITES

1. ALL COMMON AREA OUTDOOR LIGHTING MUST BE CONTROLLED BY A

SCHEDULING DEVICE THAT ALLOWS THE LIGHTS TO BE DIMMED AT LEAST 50% PER CEC 130.2(C)2. LIGHT FIXTURES INSTALLED IN THESE AREAS SHALL BE DIMMABLE FIXTURES.

2. A MINIMUM OF 1 FT CANDLE AT THE WALKING SURFACE IS REQUIRED FOR MEANS OF EGRESS AND TO A SAFE DISPERSAL AREA PER CBC1008.2.1.

OCCUPANCY SENSORS SHALL REDUCE LIGHTING LEVELS IF NO ONE IS PRESENT PER CEC130.2(C)3 OR EXCEPTION FOR FIXTURES LESS THAN 40WATTS, EXCEPTION 1, AND STAIRS, EXCEPTION 2 POINTS TO 140.7(A) EXCEPTION 6.

3. GENERAL PARKING LIGHTING IS TO BE CONTROLLED BY A CLOCK THAT CAN SCHEDULE DIMMING, AND IF MORE THAN 40 WATTS PER FIXTURE AND IF LESS THAN 24' ABOVE GRADE, OCCUPANCY SENSORS MUST BE INSTALLED, CEC130.2(C)3.

4. OCCUPANCY SENSORS MUST BE INSTALLED IN LIGHTING CIRCUITS

CONTROLLING INDOOR COMMON AREAS WHICH ARE AUTOMATIC AND

PROGRAMMED TO ADJUST LIGHTING LOADS IN ACCORDANCE WITH THE ACTIVITY OF A SPACE PER CEC 110.9.

REVISION - 11/17/2023 SR

Page 136 of 519 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

MEZZ. LEVEL & SECOND

FLOOR CEILING PLAN
A6.2

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
29 28
27 2625
24 2322
21 20
19 18
17 16
1514
13 12
11 10
987654321
32 31
30 STAIR
UP
123456789
10 11
12 13
14 15
16 UPSTAIR
16'-0" AFF
±4'-0" A.F.F.
16'-0" A.F.F.
6'-0" A.F.F.
6'-0" A.F.F.
6'-0" A.F.F.
6'-0" A.F.F.
6'-0" A.F.F.
6'-0" A.F.F.
6'-0" A.F.F.
6'-0" A.F.F.
6'-0" A.F.F.
7'-0" A.F.F.
16'-0" AFF
(N) LIGHTING

LAYOUT THIS
AREA. USE (E)
J-BOXES; TYP.
(N) LIGHTING

LAYOUT THIS
AREA. USE (E)
J-BOXES; TYP.

SEE GROUND

FLOOR RCP FOR

LIGHTING
LAYOUT

SEE GROUND

FLOOR RCP FOR

LIGHTING
LAYOUT

SEE GROUND

FLOOR RCP FOR

LIGHTING
LAYOUT

SEE GROUND

FLOOR RCP FOR

LIGHTING
LAYOUT

SEE GROUND

FLOOR RCP FOR

LIGHTING
LAYOUT

EXPOSED

TRUSSES / OPEN
TO ABOVE; TYP.

PAINT ALL (E) EXPOSED

WOOD TRUSSES WITH

CLEAR ODOR-SEALING

PRIMER IN SMOKE

AFFECTED BAYS (BREAK

ROOM & READY ROOM
BCADE
123456
OCC
OCC
B1
B1
B1
B1
B1
B1
15'-3/8" A.F.F.
16'-0"
16'-0"
7'-0" AFF
7'-0" A.F.F.
7'-0" A.F.F.

SEE GROUND

FLOOR RCP FOR

LIGHTING
LAYOUT

SEE GROUND

FLOOR RCP FOR

LIGHTING
LAYOUT
M10

DEMO & REPLACE
(E) DAMAGED GYP.

CLG. THIS AREA
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15
16 17
DN
UP
DN
19 20
21 22
23 24
25 26
27 28
29 30
29 28
27 2625
24 2322
21 20
19 18
17 16
1514
13 12
11 10
987654321
32 31
30 STAIR
8'-0" CLG.

1. DEMO & REPLACE (E)
PTD. GYP. CLG. FINISH.

2. REPAIR / REPLACE

DAMAGED FRAMING
AS REQ'D.
(E) STRG 202
(E) STRG 201
(E) STRG 203
(E) STRG. 204
STAIR
038
M03
DE
12 2
OCC
OCC
OCC
A1 A1
A1 A1
A1
A1
A1 A1
A1 A1 A1 A1
A1
A1
A1
A1
A1
M03
M03
M03
M03

AREA OF PRIMARY

FIRE & WATER
DAMAGE 3/8/2023
CO
SD
SC

CARBON MONOXIDE DETECTOR

COMBINED SMOKE DETECTOR & MONOXIDE

DETECTOR

SPRINKLER HEAD

SMOKE DETECTOR

SYMBOL LEGEND

RECESSED CAN FIXTURE

SURFACE MOUNTED FIXTURE

PENDANT FIXTURE

RECESSED DIRECTIONAL

LED TRACK LIGHTING
SURFACE MOUNT 4'-0" LED TUBE

WALL MOUNTED SCONCE

LED STRIP LIGHTING

XXXXAXXXX
T
RT

OUTDOOR HEATER

CEILING SUPPLY REGISTER

CEILING RETURN REGISTER

FLOOR SUPPLY REGISTER

FLOOR RETURN REGISTER

WALL SUPPLY REGISTER

WALL RETURN REGISTER

THERMOSTAT

REMOTE THERMOMETER SENSOR

BATH FAN

CEILING FAN

BATH FAN / LIGHT COMBO
FIRE

LIGHTING
HVAC
2 2
SCALE: 1" = 10'
1 MEZZANINE LEVEL RCP
SCALE: 1" = 10'
2 SECOND FLOOR RCP
REVISION - 11/17/2023 SR

Page 137 of 519 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

STAIR & RAILING

DETAILS
A7.1

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
1 2
3 4
5 6
7 8
9 10
11 12
13 14
9 A7.1
11"
2'-9 1/4"
7'-1 3/4"
1'-0"
4'-2 3/4"
9'-0"
0"
10'-0"
42" HIGH PTD. GYP.

PONY WALL
STAIR HANDRAIL; SEE
DETAIL
(E) WINDOW

TO REMAIN
7'-0" POST & WIRE
MESH
GUARDRAIL; SEE
DETAIL
DN
SUPPLY
002
(BELOW)

MEZZANINE
101
15 16
6 A7.1
11 A7.1
3'-0 1/4"
5 A7.1
3'-6"
8'-0"
3'-0"
0"
9'-0"
12'-6"
3'-0"
1'-0"
TREAD 1'-0"
3'-0"
42" HIGH PTD. GYP.

PONY WALL

METAL MESH

SCREEN BEYOND
WALL-MOUNTED PTD.

METAL GUARDRAIL;

SEE DETAIL
M03
LINE OF 2X WD. STRINGER
GYP. PARAPET CURB

HANDRAIL PER
CBC 11-B
505.10.3
BASEBOARD; TYP.

LINE OF 6'-8" MIN. HEAD CLR.

SUPPLY
002

MEZZANINE
101

SHOWROOM
001

OPEN TO
PRINT 005

UNDERNEATH STAIR
Detailer for ARCHICAD 1 high 1 wide Notes 1'-0"
5 3/4"
NOTE:

1. GUARDRAIL LOADS TO COMPLY
W/ CBC
1607A.7.1, 1607A.7.1.1 & 1607A.7.1.2

2. PER 1607A.7.1.2:

INITERMEDIATE RAILS TO

WITHSTAND

A HORIZONTALLY APPLIED
NORMAL
LOAD OF 50LBS ON AN AREA
EQUAL
TO 1SQFT INCLUDING OPENINGS
AND

SPACE BETWEEN RAILS

ALIGN ALIGN
+9'-0"
F.F.E.
+8'-0"
F.C.E.

RESILIENT FLOORING; SEE

MATERIALS LEGEND &

SPECIFICATIONS
ADHESIVE AS REQ'D PER MFR.

SPECIFICATIONS
PLYWOOD SUBSTRATE; S.S.D.

EXPOSED TJI FRAMING; S.S.D.
42" METAL CHAIN LINK
GUARDRAIL; FLANGED POSTS

FASTENED TO STRUCTURAL
FRAMING W/ 4X HEX BOLT
SCREWS
EXPOSED WD. STRUCTURAL
FRAMING; RIPPED END CAP TO

ALIGN W/ B/O TJI
S.S.D.
9 1/4"
2 1/4"
5 3/4"
RESILIENT FLOORING; SEE

MATERIALS LEGEND &

SPECIFICATIONS
ADHESIVE AS REQ'D PER MFR.

SPECIFICATIONS
PLYWOOD SUBSTRATE; S.S.D.

FLOOR FRAMING; S.S.D.

INSULATION WHERE OCCURS
PTD. GYP. BD.; U.O.N.

METAL CHAIN LINK SCREENING
AT OFFICE EDGE; FLANGED

POSTS FASTENED TO
STRUCTURAL FRAMING W/ 4X

HEX BOLT SCREWS
INT.

SCREENING BUILT TO RESIST

A CONCENTRATED LOAD OF
200# IN ANY DIRECTION
Detailer for ARCHICAD 1 high 1 wide Notes 1'-0" T.O. STAIR RUN 1'-11" B.O. RUN 1/2" MAX. CLR.
6"
1-1/2" O.D. STEEL HANDRAIL;
PAINTED. WELD TO HANDRAIL
BRACKET; S.S.D.

HANDRAIL TO BE ABLE TO RESIST
50 POUND/LF AND RESIST A

SINGLE CONCENTRATED LOAD OF
200 POUNDS APPLIED AT TOP OF
HANDRAIL PER CBC 1607.8.1.

PTD. STEEL HANDRAIL BRACKET @ 4'-0"
O.C. MAX

EDGE OF STAIR NOSING

DASHED LINE OF STAIR RISER

FACE OF WALL
Detailer for ARCHICAD 1 high 1 wide Notes
+9'-0"
F.F.E.
7/ 11 1/4"
F.C.E.
13 X 31.80 EXPOSED STEEL CCHANNEL; ALIGN W/ BOTTOM

EDGE OF TJI
ALIGN
RESILIENT FLOORING; SEE

MATERIALS LEGEND &

SPECIFICATIONS
ADHESIVE AS REQ'D PER MFR.

SPECIFICATIONS
PLYWOOD SUBSTRATE; S.S.D.

EXPOSED TJI & FRAMING &
HANGER HARDWARE; S.S.D.

EXPOSED FASTENERS AT STEEL
C-CHANNEL; S.S.D.

Detailer for ARCHICAD 1 high 1 wide Notes 1'-0"
+10'-0" A.F.F.

RESILIENT FLOORING; SEE

MATERIALS LEGEND &

SPECIFICATIONS
ADHESIVE AS REQ'D PER MFR.

SPECIFICATIONS
PLYWOOD SUBSTRATE; S.S.D.

METAL CHAIN LINK SCREENING
AT OFFICE EDGE; POSTS

FASTENED TO STRUCTURAL
FRAMING W/ 4X HEX BOLT
SCREWS
2X FRAMED PARAPET WALL @
MEZZ. 101

RUBBER BASEBOARD TO MATCH
RESILIENT FLOORING; TYP.

SCREENING BUILT TO RESIST

A CONCENTRATED LOAD OF
200# IN ANY DIRECTION
Detailer for ARCHICAD 1 high 1 wide Notes 1/4"
< 4" MAX.
+ 16'-0" A.F.F.

PTD. MTL. TERMINAL POST CAP
PTD. MTL. TERMINAL POST; TYP.

BOTTOM OF (E) TRUSS CHORD
PTD. MTL. CHAIN LINK MESH
PTD. MTL. RAIL END

ATTACHMENT BAND
PTD. MTL. TENSION BAR
PTD. MTL. TOP RAIL
PTD. MTL. TENSION BAND
Detailer for ARCHICAD 1 high 1 wide Notes
11 3/4"
6 3/4"
3/4"
2"

RESILIENT FLOOR TREAD W/ INTEGRAL
NOSING; SEE MATERIAL LEGEND

RESILIENT FLOOR RISER
FLOORING ADHESIVE; PER MFR.

INSTALLATION REQ'S.
2X WD. CLEAT AT STAIR

TO FLOOR

CONNECTION
2X WD. STAIR STRINGER

PLYWOOD SHEATHING AT STAIR
CARRIAGE; TYP.

PTD. GYP. BD.

UNDER STAIR

CARRIAGE
TREAD
RISER
NOTE: PER CBC 1009.3.2 THE TOLERANCE

BETWEEN THE LARGEST AND SMALLEST RISE

HEIGHT OF BETWEEN THE LARGEST AND

SMALLEST TREAD DEPTH SHALL NOT EXCEED

0.375 INCH IN ANY FLIGHT OF STAIRS
Detailer for ARCHICAD 1 high 1 wide Notes
1 1/2" 1 1/2"
3"
+ 3'-0"

ABOVE TREAD
1-1/2" O.D. STEEL HANDRAIL;
PAINTED. WELD TO HANDRAIL
BRACKET; S.S.D. HANDRAIL TO BE ABLE
TO RESIST 50 POUND/LF AND RESIST A

SINGLE CONCENTRATED LOAD OF
200 POUNDS APPLIED AT TOP OF
HANDRAIL PER CBC 1607.8.1.
3/8" Ø X 3" HEX HEAD LAG
SCREWS.
4X WD. BLOCKING AT EACH BRACKET;
TYP.

PTD. STEEL HANDRAIL BRACKET @ 4'-0"
O.C. MAX
1 SCALE: 1/2" = 1'-0" 5 ENLARGED STAIR PLAN
SCALE: 1/2" = 1'-0" 4 STAIR SECTIONSCALE: 3" = 1'-0"
7 TYP. GUARDAIL AT MEZZ. 102
SCALE: 3" = 1'-0"
8 TYP. SCREEN AT OFFICE HEADER
SCALE: 3" = 1'-0"
9 PLAN: STAIR HANDRAIL EXTENSION
SCALE: 3" = 1'-0"
10 FASCIA DETAIL AT MEZZ. 102 EDGE
SCALE: 3" = 1'-0"
11 SCREEN @ MEZZANINE 101
SCALE: 3" = 1'-0"
12 SCREEN @ BOTTOM OF TRUSS
SCALE: 3" = 1'-0"
5 TYP. STAIR TREAD DETAIL
SCALE: 6" = 1'-0"
6 TYP. STAIR HANDRAIL DETAIL
REVISION - 2/17/2023 SR

Page 138 of 519 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

STAIR & RAILING

DETAILS
A7.2

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
11"
11"
7'-6"
1'-0" 11'-11"
RUN
1'-11"
12'-10"
RUN
6'-2"
9'-0"
0"
18'-0"
9'-0"
STRUCTURAL SHEARWALL; S.S.D.

RE-FRAME WALL AS REQ'.D BASED
ON FIELD ASSESSMENT; PATCH &
REPAIR (E). GYP. WHERE FEASIBLE.

DEMO & REPLACE (E) GYP. WHERE
REQ'D.
(E) WALL-MOUNTED
STAIR HANDRAIL; SEE
DETAIL
(N) WALL-MOUNTED CONTINUOUS
HANDRAIL TO MATCH (E).

DEMO (E) HANDRAIL & GUARDRAIL
FOR (N) GYP. WALL @ STAIR
STRINGER; SEE STAIR SECTIONS. REROUTE (E) FIRE SPRINKLERS & HEADS AS REQ'D.

RE-FRAME WALL AS REQ'.D BASED ON
FIELD ASSESSMENT; S.S.D.

PATCH & REPAIR (E). GYP. WHERE
FEASIBLE. DEMO & REPLACE (E) GYP.

WHERE REQ'D.
(N) WALL-MOUNTED HANDRAIL TO

MATCH (E)
(N) WALL-MOUNTED HANDRAIL TO

MATCH (E)
(N) GYP. WALL @
STAIR; BUILD

AROUND (E) STAIR

STRINGER & EXTEND

RESILIENT FLOORING
OVER GAP.

REPLACE (E) DOOR
TO MEZZANINE 102
(E) DOUBLE-FRAMING @ WALL; REFRAME WALL AS REQ'.D BASED ON FIELD ASSESSMENT; S.S.D.

PATCH & REPAIR (E). GYP. WHERE
FEASIBLE. DEMO & REPLACE (E) GYP.

WHERE REQ'D.

DN
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15
16 17
18 19
20 21
22 23
24 25
26 27
28 29
29 TREADS
30 RISERS
11" TREAD
7 1/4" RISER @ LOWER RUN
11" TREAD
7 1/4" RISER @ UPPER RUN
30 MEZZANINE

LANDING
4'-0 1/2"
4'-4 1/4"

RE-TREAD (E) STAIRS W/ (N)
RESILIENT FLOORING; SEE

MATERIALS SCHEDULE
5 A7.1
S.S.D.
0"

GROUND LEVEL
8'-0"
F.F.E CLG.
9'-0"
T.O. LANDING
SECOND LEVEL F.F.E
3'-2 1/2" 12'-10" 6'-11 1/2"
(E) WALL-MOUNTED
PTD. METAL HANDRAIL

TO REMAIN
(N) BUILT-IN

STORAGE NICHE

UNDERNEATH STAIR
@ METERING TECH
OFFICE; V.I.F.

LINE OF 2X WD.

STRINGER

ASSESS FIRE / WATER
DAMAGE. REPAIR &
REPLACE (E) PTD. GYP. BD.

AS REQ'D. FOR WALLS IN
THIS AREA; TYP.
(E) LOWER STAIR RUN
STRUCTURE TO REMAIN; RETREAD W/ (N) RESILIENT
FLOORING; SEE MATERIALS
SCHEDULE.
(N) DOOR @
MEZZANINE; SEE

DOOR SCHEDULE

REBUILD (E) LANDING
IN KIND; S.S.D
TO MEZZ.
01 02
03 04
05 06
07 08
09 10
11 12
13 15
14 LINE OF 6'-8" MIN. HEAD CLR.

OFFICE
026
STAIR
038

OPEN TO
HALL 019
(UNDER STAIR)

U-TOILET
030
STAIR

LANDING
0"
F.F.E. GROUND LEVEL
8'-0" F.C.E. GROUND LEVEL
9'-0"
F.F.E. LANDING & MEZZ.
18'-0"
F.F.E SECOND LEVEL
26'-0"
T.O. CLG. SECOND LEVEL
D
SIM. 5
A7.1
6'-2" 12'-10" V.I.F TO WALL 8'-4" 16'-8" 1'-4" 8'-0" 7'-8" 8'-0"

RE-TREAD W/ (N) RESILIENT
FLOORING; SEE MATERIALS
SCHEDULE. S.S.D FOR
STRUCTURAL DTLS. (E) STRUCTURAL BEAM
& COLUMNS TO
REMAIN; S.S.D.

ASSESS FIRE / WATER
DAMAGE. REPAIR & REPLACE (E)
FRAMING AS REQ'D. NEW PTD.

GYP. BD. AS REQ'D. FOR WALLS
IN THIS AREA; TYP.
(N) FRAMED CEILING @
RESTROOM CORE; RE-ROUTE
(E) FIRE SPRINKLER HEADS

THIS AREA FOR (N)
RESTROOMS. S.S.D. FOR
STRUCTURAL DTLS.
1-HOUR RATED STAIR;
(PREVIOUSLY EXPOSED; SEE
PHOTOS SHEET A0.3. (N)

STAIR TO BE FULLY ENCLOSED
AT UNDERSIDE; SEE PLANS.

S.S.D. FOR STRUCTURAL DTLS.

AREA OF PRIMARY FIRE
& WATER DAMAGE
3/8/2023
(N) FRAMED WALL;
SEE WALL TYPES; SEE
INT. ELEVS.
(E) TRUSSES TO BE REPLACED; S.S.D.
16 17
18 19
20 21
22 23
24 25
26 27
28 29
LINE OF 6'-8" MIN. HEAD CLR.

WAREHOUSE
025
STAIR
038

U-TOILET
030
STAIR

LANDING

U-TOILET
029

CUSTODIAN
028

MEZZANINE
102
STRG.
204

MECH / HVAC SPACE
30 2
2 SCALE: 1/2" = 1'-0" 11 STAIR 038 - ENLARGED PLAN
SCALE: 1/2" = 1'-0" 10 STAIR 038 - LOWER STAIR SECTIONSCALE: 1/2" = 1'-0" 4 STAIR 038 - UPPER STAIR SECTION REVISION - 11/17/2023 SR

Page 139 of 519 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

EXTERIOR DETAILS
A8.1

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
Detailer for ARCHICAD 2 high 1 wide Notes

ROUGH OPENING

SHEATHING

LIQUID APPLIED

MEMBRANE

WINDOW UNIT

COPPER HEAD

FLASHING W/ FULLY

SOLDERED END
CAPS

LIQUID APPLIED MEMBRANE

O/ COPPER FLASHING

FLUID APPLIED AIR

BARRIER
NOTE:

GENERIC 'LIQUID MEMBRANE' W.P.

DETAILS FOR REF., VERIFY W/ MFR.

WARRANTY & INSTALL PER MFR.

INSTRUCTIONS

2. APPLY MEMBRANE ASSEMBLY AT
ROUGH OPENING MIN. 6" O/ F.O.

WALL

1. 2.

1. PREPARE ROUGH OPENING; FILLING
JOINTS AND SEALING SEAMS IF REQ.

3. INSTALL SHIMS AND
WINDOW

3. 4. INSTALL METAL HEAD FLASHING,

COORDINATE W/ TRIM IF APPLICABLE

4. 5. APPLY LIQUID MEMBRANE O/

FLANGE OF HEAD FLASHING

5. 6. ROLL OR SPRAY AIR BARRIER

ONTO WALL, LAPPING AT
OPENINGS PER MFR. REQ.

6. 2" MIN
6"
6"
NOTE:
• ANY COPPER TO BE 20 OZ. MIN.
• ANY S.S. OR GSM TO BE 22 GA.

MIN.
• FASTEN AND ASSEMBLE ALL

FLASHING TO AVOID GALVANIC

ACTION B/W DISSIMILAR METALS
Detailer for ARCHICAD 1 high 1 wide Notes

SHEATHING
W.P. MEMBRANE

ROUGH OPENING

1. INSTALL W.R. GRACE

BITUTHENE OR APPROVED
EQUIV. W.P. MEMBRANE AT SILL
& FOLD 6" DOWN, EXTENDING
8-10" TO EACH SIDE.

DO NOT ATTACH LOWER EDGE;

MEMBRANE WILL LAP OVER

BUILDING PAPER

2. INSTALL W.R. GRACE BITUTHENE
OR APPROVED EQUIV. W.P.

MEMBRANE TO JAMBS OF ROUGH
OPENING & FOLD MIN. 6" OVER
SHEATHING, 6" ABOVE ROUGH
OPENING & 6" BELOW ROUGH
OPENING.

BUILDING PAPER TO LAP OVER JAMB
MEMBRANE.

3. INSTALL W.R. GRACE

BITUTHENE OR APPROVED
EQUIV. W.P. MEMBRANE TO

WRAP INTO ROUGH OPENING
AT WINDOW/DOOR HEAD.

EXTEND 6" BELOW T.O. ROUGH
OPENING.

BUILDING PAPER TO LAP OVER
HEAD MEMBRANE.
6"
8"-10"
6"
6"
6"
6"
Detailer for ARCHICAD 1 high 1 wide Notes

PAN FLASHING LAPS O/

MEMBRANE WRAP

ROUGH FRAMING

SHEATHING
"WR GRACE BITUTHANE" W.P.

MEMBRANE OR APPROVED
EQUIV., WRAP INTO ROUGH

OPENING

METAL PAN FLASHING,

SOLDERED PAN FITS INTO

ROUGH OPENING (USE NO

FASTENERS THROUGH PAN)

INTERIOR FLANGE

COORDINATES W/ SILL &/OR

FINISH FLOOR
4"
±3"
6"
6"
NOTE:

BUILDING PAPER (NOT SHOWN FOR

CLARITY) WRAPS OVER SIDE JAMBS

AND UNDER SILL PAN & MEMBRANE
Detailer for ARCHICAD 1 high 1 wide Notes

FINISH MATERIAL
AIR BARRIER, SEE SPEC.

METAL HEAD FLASHING, RUN

FULL WIDTH OF HEAD CASING,

RETURN BACK AGAINST

BUILDING & EXTEND ANOTHER
4" MIN. IF NO CASING, EXTEND

DOWN OVER WINDOW

NAILING FIN

ROUGH OPENING
FLASHING MEMBRANE; SEE
SPEC.
4"
1/2" MIN
NOTE:
• ANY COPPER TO BE 20 OZ. MIN.
• ANY S.S. OR GSM TO BE 22 GA. MIN.
• FASTEN AND ASSEMBLE ALL

FLASHING TO AVOID GALVANIC

ACTION B/W DISSIMILAR METALS
1/2" HEMMED DRIP EDGE

HEAD CASING (IF APPLICABLE)
Detailer for ARCHICAD 1 high 1 wide Notes
INTERIOR FINISH; VARIES
PTD. MDF. WINDOW TRIM
CASING; TYP.

THERMALLY BROKEN ALUM.

SLIDING WINDOW; SEE

SCHEDULE
LAP W.P. MEMBRANE O/ (E)

BUILDING WRAP
INSECT SCREEN @ ACTIVE LEAF;
TYP.

METAL JAMB TRIM TO MATCH (E)
(N) CORRUGATED MTL. SIDING
WHERE REQ'D. SEE ELEVATIONS
EXT.

INT.

Detailer for ARCHICAD 1 high 1 wide Notes
(E) BUILDING WRAP OVER

EXTIOR PLYWOOD SHEATHING
THERMALLY BROKEN ALUM.

SLIDING WINDOW SEE

SCHEDULE
#9 HEX-HEAD SCREW W/ EPDM
GASKET SPACED 12" O.C. TYP. AT

EXTERIOR
PTD. WOOD OR MDF TRIM
PIECE AROUND WINDOW; TYP.

WINDOW SILL W.P. MEMBRANE;

LAP O/ (E) BUILDING WRAP

METAL SILL TRIM TO MATCH (E)
SEALANT AND BACKER ROD;
TYP.

INT. EXT.

INSULATED GLAZING PER T-24;

SEE WINDOW SCHEDULE

INTERIOR FINISH (VARIES)
Detailer for ARCHICAD 1 high 1 wide Notes
1/2"
(E) BUILDING WRAP OVER

EXTIOR PLYWOOD SHEATHING
#9 HEX-HEAD SCREW W/ EPDM
GASKET SPACED 12" O.C. TYP. AT

EXTERIOR
CORRUGATED METAL SIDING;

ALL (N) SIDING TO MATCH (E)

METAL JAMB TRIM TO MATCH (E)

METAL HEAD FLASHING TRIM
WINDOW HEAD W.P.

MEMBRANE; LAP O/ HEAD

FLASHING TRIM
THERMALLY BROKEN ALUM.

SLIDING WINDOW
(TRANSOM); SEE SCHEDULE

INTEGRAL INSECT SCREEN

SHOWN DASHED
ALUM. WINDOW SLIDER HEAD
INT. EXT.

CONTINUOUS CORD LOOP

ROLLER SHADE AT WINDOW
HEAD; TYP.

INSULATED GLAZING PER T-24;

SEE WINDOW SCHEDULE
PTD. WOOD OR MDF TRIM
PIECE AROUND WINDOW; TYP.

Detailer for ARCHICAD 1 high 1 wide Notes
2"
4 1/2"
2" 2"
INTERIOR FINISH; VARIES

POWDER COATED METAL JAMB
TRIM TO WRAP O/ INT. WALL

THERMALLY BROKEN FIXED

STOREFRONT WINDOW JAMB
STILE

THERMALLY BROKEN FIXED

STOREFRONT DOOR STILE
W.P. MEMBRANE O/ (E)
BUILDING PAPER; TYP.

CORRUGATED METAL SIDING;
TYP.

LINE OF THRESHOLD BELOW;

SEE THRESHOLD DETAIL
INSULATED GLAZING; SEE T-24
EXT.

INT.

Detailer for ARCHICAD 1 high 1 wide Notes 10 1/4"
4"
1/4"
1/2"
INSULATED GLAZING PER T-24

DOOR BOTTOM RAIL / KICK
PLATE

LINE OF INTERIOR FACE OF
WALL

LINE OF FRAME BEYOND
TYP. METAL DOOR THRESHOLD

TO MATCH FRAME
INT.

EXT.
(E) CONCRETE SLAB FINISH TO
REMAIN AS-IS, U.O.N.
(E) EXT. CONCRETE SIDEWALK;
TYP.

Detailer for ARCHICAD 1 high 1 wide Notes 1" 2" 1"
3"
5"
2"
2"
(E) BUILDING WRAP OVER

EXTIOR PLYWOOD SHEATHING
#9 HEX-HEAD SCREW W/ EPDM
GASKET SPACED 12" O.C. TYP. AT

EXTERIOR
CORRUGATED METAL SIDING;

ALL (N) SIDING TO MATCH (E)

METAL HEAD TRIM TO MATCH (E)

METAL DRIP EDGE HEAD

FLASHING

METAL HEAD FLASHING TO

WRAP INTERIOR WALL
THERMALLY BROKEN ALUM.

STOREFRONT DOOR W/ FIXED
TRANSOM & SIDELITES; SEE

SCHEDULE
INSULATED GLAZING PER T-24
LINE OF EXT. TRIM BEYOND
LINE OF INT. WALL BEYOND

EDGE OF STOREFRONT FRAME
BEYOND
INT. EXT.

Detailer for ARCHICAD 1 high 1 wide Notes 6" MIN. LAP

NEW CORRUGATED METAL

SIDING (SHOWN DASHED) TO
MATCH EXISTING.

CONTRACTOR TO VERIFY

CORRUGATION SPECIFICATION

APPLY CONTINUOUS BUTYL

MASTIC TAPE TO ALL

OVERLAPPING SEAMS OF NEW

CORRUGATED METAL SIDING

AND EXISTING SIDING
#9 SCREW W/ EPDM GASKET
PLACED AT 60" MAX. O.C. UP
PANEL. REMOVE AND REPLACE

ANY EXISTING SCREWS TO

ALLOW FOR PROPER SIDING

OVERLAP

APPLY EXPANDABLE FOAM

SEALER WHERE APPLICABLE FOR
EDGE STABILITY. EM SEAL OR
APPROVED EQUIV.

EXT.

SCALE: 3" = 1'-0"
1 TYP. WINDOW W.P. SEQUENCE - FLUID MEMBRANE
SCALE: 3" = 1'-0"
3 TYP. WINDOW W.P. SEQUENCE - SHEET MEMBRANE
SCALE: 3" = 1'-0"
4 TYPICAL WINDOW SILL FLASHING
SCALE: 3" = 1'-0"
5 TYPICAL WINDOW HEAD FLASHING
SCALE: 3" = 1'-0"
7 TYP. WINDOW JAMB DETAIL
SCALE: 3" = 1'-0"
8 TYP. WINDOW SILL DETAIL
SCALE: 3" = 1'-0"
9 TYPICAL WINDOW HEAD DETAIL
SCALE: 3" = 1'-0"
10 TYP. STOREFRONT JAMB DETAIL
SCALE: 3" = 1'-0"
11 TYP. STOREFRONT THRESHOLD DETAIL
SCALE: 3" = 1'-0"
12 TYP. STOREFRONT HEADER DETAIL
SCALE: 6" = 1'-0"
6 NEW CORRUGATED SIDING INSTALLATION DETAIL

Page 140 of 519 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

EXTERIOR DETAILS
A8.2

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
CL
9 --
12 --
3 --
6 --
SEE SCHED.
10'-10"
25'-3"
0"
16'-11 3/4"
3'-4 3/4"

STANDING SEAM

METAL ROOF TO
MATCH (E). MATCH
(E) ROOF PITCH
ALUM. STOREFRONT
SYSTEM; SEE DOOR
SCHED.

EXT. SIDEWALK @ ENTRY
(E) CORRUGATED
MTL. SIDING.

PTD. STEEL TCONNECTOR @

KING POST &
BEAM
(N) STANDING
SEAM MTL. ROOF

TO MATCH (E)
(N) EXPOSED WD. BEAMS &

RAFTERS
EXPOSED WD.

COLUMN; S.S.D.

Detailer for ARCHICAD 1 high 1 wide Notes

STANDING SEAM METAL ROOF
TO MATCH (E); TYP.

METAL RIDGE CAP

WATERPROOFING MEMBRANE

OVER EXTERIOR CDX PLYWOOD
SHEATHING; S.S.D.

EXPOSED WD. RAFTER; S.S.D.

KING POST @ CROSS BEAM;
S.S.D.
2X WD. SKIP BLOCKING @ RIDGE
STRUCT. POST CAP CONNECTOR
@ KING POST; S.S.D.

NOTE: ALL METAL HARDWARE

CONNECTORS TO BE PAINTED

BLACK PRIOR TO INSTALLATION
S.S.D.

EXPOSED WD. RDIGE BEAM;
S.S.D.

Detailer for ARCHICAD 1 high 1 wide Notes

MATCH (E)

ROOF PITCH

STANDING SEAM METAL ROOF
TO MATCH (E); TYP.
2X SB VENT
STRUCT. CONNECTOR @ EA.

RAFTER @ OVERHANG; H2.5A OR
EQUIV. S.S.D.

STRUCT. CONNECTOR @ EA.

RAFTER @ OVERHANG; A34 OR
EQUIV. S.S.D.

STRUCT. CONNECTOR @
EACH RAFTER; A35 OR
EQUIV. S.S.D.

WD. COLUMN; S.S.D.

NOTE: ALL METAL

HARDWARE

CONNECTORS TO BE

PAINTED BLACK PRIOR

TO INSTALLATION
S.S.D.

S.S.D.

WATERPROOFING MEMBRANE

OVER EXTERIOR CDX PLYWOOD
SHEATHING; S.S.D.

EXPOSED WD. RAFTER; S.S.D.

STRUCT. WD. BEAM; S.S.D.

STRUCT. JOIST HANGER; S.S.D.

EXPOSED WD. BEAM; S.S.D.

ECCQ POST CAP @ COLUMN;
S.S.D.

STANDING SEAM METAL ROOF
TO MATCH (E); TYP.

WATERPROOFING MEMBRANE

OVER EXTERIOR CDX PLYWOOD
SHEATHING; S.S.D.

EXPOSED WD. RAFTER; S.S.D.

GALV. MTL. GUTTER W/ RAIN
NOTE: ALL METAL LEADER (DO NOT PAINT)

HARDWARE

CONNECTORS TO BE

PAINTED BLACK PRIOR

TO INSTALLATION
Detailer for ARCHICAD 1 high 1 wide Notes
WD. COLUMN; S.S.D.

STRUCT. STEEL KNIFE PLATE
CONNECTION @ WD. COLUMN
BASE W/ 1" STEEL RISER BLOCK;
"CONNEXT" OR APPROVED
EQUIV.; S.S.D.

S.S. MASONRY SCREWS AS
REQ'D. PER PLATE CONNECTION
MFR.
(E) CONC. SIDEWALK
NOTE: ALL METAL

HARDWARE

CONNECTORS TO BE

PAINTED BLACK PRIOR

TO INSTALLATION
8'-0"
10'-0"
(E) SIDEWALK & ASPHALT

PARKING SURFACE
M03
ALUM.

STOREFRONT
SYSTEM; SEE
DOOR SCHED.

EXPOSED WD. COLUMN; S.S.D.

M08
EXPOSED WD. JOISTS W/ MTL.

FASTERS & HANGERS; S.S.D.

EXPOSED WD. RIDGE BEAM
EXPOSED WD. BEAM; S.S.D.

STRUCTURAL
BLOCKING @
BEAM
CONNECTION;
S.S.D.

EXT.

INT.
1 SCALE: 1/2" = 1'-0" 7 ENTRY AWNING ELEVATION DETAIL
SCALE: 1 1/2"= 1'-0" 3 DETAIL @ RIDGE BEAMSCALE: 1 1/2"= 1'-0" 6 DETAIL @ POSTSCALE: 1 1/2"= 1'-0" 9 GUTTER DETAIL @ EAVE OVERHANGSCALE: 1 1/2"= 1'-0" 12 CURB DETAIL SCALE: 1/2" = 1'-0" 10 ENTRY AWNING FASCIA SECTION
REVISION - 2/17/2023 SR

Page 141 of 519 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

INTERIOR DETAILS
A9.1

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
Detailer for ARCHICAD 2 high 1 wide Notes 8'-0" 4" 2'-6" 2'-0" 2'-6" 8" V.I.F. 2'-0"
1'-0"
1/4" SOLID SURFACE
COUNTERTOP; SEE FINISHES
SCHED.
1/4" SOLID SURFACE
BACKSPLASH; SEE FINISHES
SCHED.

EXPOSED PLYWOOD CABINET
DOOR; OVERLAY

EXPOSED PLYWOOD UPPER
DOOR; OVERLAY
PLYWOOD CARCASS; TYP.

WD. BLOCKING AS REQ'D' TYP.

EXPOSED PLYWOOD SOFFIT
HEADER TO MATCH CABS;

ALIGN W/ CABINET DOOR
FACE

EXPOSED PLYWOOD
ADJUSTABLE SHELF; TYP.

EXPOSED PLYWOOD BASE
(E) CONCRETE FLOOR; TYP.

ADJUSTABLE SHELF; TYP.
4" BLACK MTL. PULL @ CABINET
DOORS; BERENSON BRAVO OR
APPROVED EQUIV.

EXPOSED TJI STRUCT. FRAMING
M07
M07
PREFINISHED CARCASS; TYP.
4" BLACK MTL. PULL @ CABINET
DOORS; BERENSON BRAVO OR
APPROVED EQUIV.

Detailer for ARCHICAD 2 high 1 wide Notes 8'-0" 4" 2'-6" 2'-0" 2'-6" 2'-0"
1'-0"
1/4" SOLID SURFACE
COUNTERTOP; SEE FINISHES
SCHED.
1/4" SOLID SURFACE
BACKSPLASH; SEE FINISHES
SCHED.

EXPOSED PLYWOOD CABINET
DOOR; OVERLAY

EXPOSED PLYWOOD UPPER
DOOR; OVERLAY
PLYWOOD CARCASS; TYP.

WD. BLOCKING AS REQ'D' TYP.

EXPOSED PLYWOOD
ADJUSTABLE SHELF; TYP.

EXPOSED PLYWOOD BASE
(E) CONCRETE FLOOR; TYP.

EXPOSED PLYWOOD
ADJUSTABLE SHELF; TYP.
4" BLACK MTL. PULL @ CABINET
DOORS; BERENSON BRAVO OR
APPROVED EQUIV.

PREFINISHED CARCASS; TYP.

PTD. GYP. CLG.

M07
M07
4" BLACK MTL. PULL @ CABINET
DOORS; BERENSON BRAVO OR
APPROVED EQUIV.

Detailer for ARCHICAD 2 high 1 wide Notes 2'-10"
2'-0"
8'-0"

EXPOSED PLYWOOD
ADJUSTABLE SHELF; TYP.

EXPOSED PLYWOOD WORKTOP
SURFACE; 2X LAYER

EXPOSED OPEN PLYWOOD
FACE FRAME CABINET BASE;

NO DOORS
(E) PLYWOOD WALL FINISH
EXPOSED PLYWOOD BASE; TYP.

EXPOSED PLYWOOD EDGE; NO

VENEER OR EDGE BANDING
EXPOSED TJI STRUCT. FRAMING
(N) LINEAR LED LIGHT FIXTURE

WHERE OCCURS ON PLANS
Detailer for ARCHICAD 2 high 1 wide Notes
CL
1 1/2"
6'-8"
4"
2'-2"
(E) CONCRETE FLOOR; TYP.

PTD. GYP. BD., TYP.

BLOCKING & FRAMING AS REQ'D.

EXPOSED PLYWOOD INTERIOR;

FINISH W/ CLEAR SEMI-GLOSS
POLYURETHANE; 2 COATS
MIN.

EXPOSED PLYWOOD DOOR;
OVERLAY; NO VENEER EDGE
BANDING; TYP. FINISH
MTL. HANGER ROD

LINE OF EDGE OF CABINET

FACE BEYOND

EXPOSED PLYWOOD TOE-KICK

ADJUSTABLE PLYWOOD SHELF
4X CONCEALED CAB. HINGES;
HAEFELE OR EQUIV.

Detailer for ARCHICAD 1 high 1 wide Notes
VARIES
4"
F.O.F. F.O.F.
5/8" PTD. GYP. BD. REF.

FINISHES SCHEDULE FOR PAINT
COLOR
TYP. WD. FRAMING
(E) FINISHED FLOOR; PLANS &

FINISHES SCHEDULE
TYP. 4" RUBBER BASE; SEE SPEC.

INT. INT.

Detailer for ARCHICAD 1 high 1 wide Notes
1/4" THICK SOLID SURFACE
ADHERED TO PLYWOOD; REF.

MFR. REQ'S. FOR PROPER

ADHESIVE
2X LAYER OF PLYWOOD W/
EXPOSED EDGE; NO VENEER

EDGE BANDING
EXPOSED PLYWOOD DOOR; NO
VENEER EDGE BANDING;

FINISH W/ CLEAR SEMI-GLOSS
POLYURETHANE; 2 COATS MIN.
4" BLACK MTL. PULL @ CABINET
DOORS; BERENSON BRAVO OR
APPROVED EQUIV.
1 1/2"
Detailer for ARCHICAD 1 high 1 wide Notes
2X LAYER OF 3/4" PLYWOOD
W/ EXPOSED EDGE; NO

VENEER EDGE BANDING

EXPOSED PLYWOOD FACE
FRAME; NO VENEER EDGE
BANDING; FINISH W/ CLEAR
SEMI-GLOSS POLYURETHANE; 2
COATS MIN.

Detailer for ARCHICAD 1 high 1 wide Notes
1 1/2"
3/4" PLYWOOD FRAME W/
EXPOSED EDGE; NO VENEER
EDGE BANDING.

PTD. GYP. BD.; TYP.

EDGE OF PLYWOOD FRAME
BEYOND

EXPOSED PLYWOOD FACE
FRAME; NO VENEER EDGE
BANDING; FINISH W/ CLEAR
SEMI-GLOSS POLYURETHANE; 2
COATS MIN.

BLOCKING & FRAMING AS
REQ'D.

EXPOSED PLYWOOD INTERIOR;
TYP. FINISH. CABINET

INTERIOR
2 2
SCALE: 1 1/2"= 1'-0" 4 CABINET SECTION @ BREAK ROOMSCALE: 1 1/2"= 1'-0" 7 CABINETRY SECTION @ BULL ROOMSCALE: 1 1/2"= 1'-0" 10 CABINETRY SECTION @ WORKSHOPSCALE: 1 1/2"= 1'-0" 1 COAT CLOSET @ DRINKING FOUNTAIN SCALE: 6" = 1'-0"
3 TYP. BASEBOARD DETAIL
SCALE: 6" = 1'-0"
6 TYP. COUNTERTOP DETAIL
SCALE: 6" = 1'-0"
9 TYP. WORKBENCH DETAIL
SCALE: 6" = 1'-0"
12 COAT CLOSET HEAD DETAIL
REVISION - 11/17/2023 SR

Page 142 of 519 ends

HASTINGS ELECTRIC SERVICE CENTER TENANT IMPROVEMENTS

NOTES/TYPICAL DETAILS
“ ”
”
“
”
® ® ® ® ® ® ®
02/17/23

Page 143 of 519 ends

HASTINGS ELECTRIC SERVICE CENTER TENANT IMPROVEMENTS
GROUND FLOOR STRUCTURAL PLAN GROUND FLOOR STRUCTURAL PLAN TYP. WINDOW INFILL DETAIL TYP. DOOR INFILL DETAIL 02/17/23

Page 144 of 519 ends

HASTINGS ELECTRIC SERVICE CENTER TENANT IMPROVEMENTS
CEILING/MEZZANINE PLAN/DETAILS CEILING/MEZZANINE PLAN LEDGER DETAIL FRAMING @ CORRIDOR LEDGER @ EXTERIOR DETAIL BLOCKING DETAIL 02/17/23

Page 145 of 519 ends

HASTINGS ELECTRIC SERVICE CENTER TENANT IMPROVEMENTS
MISCELLANEOUS DETAILS ENTRY AWNING DETAIL AWNING ROOF FRAMING PLAN HSS COLUMN DETAIL DETAIL @ BREAK ROOM 02/17/23

Page 146 of 519 ends

®
®
®
®
®
®
11/17/23

Page 147 of 519 ends

2nd FLOOR FRAMING REPAIR TYP. TOP PLATE BREAK STRAP ROOF FRAMING REPAIR FLOOR FRAMING DETAIL TYP EAVE DETAIL INSIDE CORNER DETAIL PARTIAL BUILDING SECTION 11/17/23

Page 148 of 519 ends

HASTINGS ELECTRIC SERVICE CENTER TENANT IMPROVEMENTS

MECHANICAL CALCULATIONS/NOTES
02/17/23

Page 149 of 519 ends

MECHANICAL LAYOUT/EQUIPMENT SCHEDULES

HASTINGS ELECTRIC SERVICE CENTER TENANT IMPROVEMENTS GROUND FLOOR MECHANICAL LAYOUT EQUIPMENT SCHEDULE 02/17/23

Page 150 of 519 ends

MECHANICAL DETAILS MECHANICAL LONG SECTION DETAIL
HASTINGS ELECTRIC SERVICE CENTER TENANT IMPROVEMENTS TYPICAL ADA RESTROOM TYP. DUCT HANGER DETAIL TYP. EQUIPMENT WOOD CONNECTION DETAIL PIPE HANGAR DETAIL HOT WATER HEATER INSTALLATION DETAIL TYP. EQUIPMENT CFS CONNECTION DETAIL CONDENSATE DRAIN DETAIL 02/17/23

Page 151 of 519 ends

<E> PAD
MOUNT
HP-1
-·-
I
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:REFRIGERA�INE J ---� E �-;; TR G-
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- - - - -
-=--- L; I 203 I
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2nd FLOOR MECHANICAL LAYOUT
SCALE: 1/4"=1'-0"
I
" - 0 ;:: tu ., - 0 M M ru ru ru ru ru ru ru !!:

CONSTRUCTION NOTES
TEST EXISTING MECHANICAL EQUIPMENT & REPAIR IF NECESSARY & FEASIBLE.

REPLACE HVAC EQUIPMENT IF NOT IN GOOD WORKING ORDER WITH AH-1: GOODMANN AMST 36CU14
EQUIVALENT: HP-1: GOODMANN GSZB4 D3610A
s !:, :2
I
I
I
·- -·- -·-·-·-·-·- -
I
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- -

AMST AMST AMST AMST AMST
24BU14* 30BU14* 36BU14* 36CU14* 42CU14*

NOMINAL RATINGS
cooling (Btu/h) 24,000 36,000 36,000 s6,ooo 42,000
BLOWER
Diameter 10" 10" 10" 10" 10"
Width 5" 5" 6" 8" 8"
(OIL CONNECTIONS
Liquid 3/8" 3/8" 3/8" 3/8" 3/8"
Suction 3/4" 3W 3W 3/4" 3/4"
Coil Drairi Curmect (FPT) 3/4" 3/4" 3/4" 3/4" 3/4"

ELECTRICAL DATA
Voltage 208/230 208/230 208/230 208/230 208/230
Minimum Circuit Ampacity 5.8/5.8 5.6/5.6 5.6/5.6 7.1/7.1 5.9/5,9 Max. Overcurrent Device
15/15 15/15 15/15 15/15 15/15
(Amps)
MinimumVAC 197 197 197 197 197
MaximumVAC 253 253 253 253 253
Blower Motor
Full Load Amps (FLA) 4.6 4.5 4.5 5.7 4.7
Horsepower (HP) ¾ ¾ ¾ ¾ ¾
SHIP WEIGHT (LBS.) 112 129 129 153 153
�.i\irfcv; [email protected] static

AMST AMST AMST
48CU14* 48DU14* 60DU14*
48,000 48,000 60,000
10" 10" 11"
10" 10" 10"
3/8" 3/8" 3/8"
7/8" 7/8" 7/8"
3/4" 3/4" 3/4"
208/230 208/230 208/230

7.1/7.1 8.6/8.6 8,6/8.6
15/15 15/15 15/15
197 197 197
253 253 253

5.9 6.9 6.9
¾ ¾ ¾
153 155 167

HEATER KIT MODEL
AMST24BU1400AA 0/0
HKS*03XC* 10.8/12.5
HKS*0SXC* 17.3/20
HKs•o oxc• 21.7/:!5
HKS*08XC* 28.9/33.J
HKS*10XC* 34.7/40
H KSC15XA 208 34.7
HKSC1SXB 240 40
AMST30BU1400AA 0/0
HKS*0JXC* 10.8/12.5
HKS*05XC* 173/20
HKs�osxe 21.7/25
HKS*0SXC* 28.9/33.3
HKS*l0XC* 34.7/40
HKSC15Xfa.208 34.7
HKSC15Xl3 240 40
AMST36BU1400AA 0/0
HKS*03XC* 10.8/12.5
HKS*0SXC* 17.3/20
HKS*Ooxc• 21.7/25
HKS*0BXC* 28.9/33.J
HKS*lOXU 34.7/40
H KSC15XA 208 34.7
HKSC1SXB 240 40
AMST36CU1400AA 0/0
I-IKS*0JXC* 10.8/12.5
HKS*0SXC* 17.3/20
--.,s1J;
1 +Mg.+ ••
01◄--••

5.8/5.8 15/15
19(21.4 20/25
27/30.8 30ffi
TL'd/37 35/40

41.9/47 45/50

49.1/56 50/60

49.1 50

55.8 60

5.6/5.6 15/15
19/21.3 20/25
27/30.6 30/35

32.7/37 35/40
42(47.3 45/50
49/55.6 50/60
49 so

55.6 60

5.6/5.6 15/15
19/21.3 20/25
27/30.6 30/35
32,7/37 35/40
42/47.3 45/50
49/55.6 50/60
40 50

55.6 60

7.1/7.1 15/15

20.7/23 25/25
29/32.1 30/35

17.3 21.7 25
20 25

17.3 21.7 25
20 25 25

17.3 21.7 25
20 25

SINGLE-POINT KIT
MCA
1 ..

70.8 80

80.8 90

70.8 80
S0.8 90

70.8 80

80.8 90
Note; t,s,ume, d,v :uil; SUM correctio11 for ,vet coil= 4% (20�\I / 2L0v') HKs�osxe 21.7/25 34/38.4 35/40

AIR HANDLER
HKS*0SXC' 28.9/33.3
I-IKS*l0XC* 34.7/40
I-IKS*lSXF* 0/0
H KSC15XA 208 :!-4.7
HKSC15XB 240 40
HKSC19CH 208 34.7
HKSC19CB 240 40
AMST42CU1400AA 0/0
I IKS*0JXC* 10.8/12.5
HKS*0SXC* 17.3/20
HKs�o5xc� 21.7/25
HKS*0SXC' 28.9/33.3
I IKS*l0XC* 34.7/-10
I IKS*lSXF" 0/0
H KSC15XA 208 34.7
HKSC15XB 240 40
HKSC19Ci\ 208 34.7
HK5Cl9CB 240 40
See notes on page 8.
w/HEAT SPECIFICATIONS
I
GSZB4
I
GSZB4
I
GSZB4
01810A* 02410A* 03010A
"'

NOMINAL CAPACITIES
Cooling (BTU/h) 18,000 24.000 30,000
He�ti.1g (BTLJ/h;
, 18,000 24,000 30,000
Decibels 70 74 75

COMPRESSOR
RLA 5.1 8.4 14.1
LRA 35.1 41.2 67.9
Stc1ge Single Single Single
Type Rotary Rotary Scroll

CONDENSER FAN MOTOR
Motor Type PSC PSC PSC
Horsepower J/6 1/6 1/6
FLA 0.95 0.95 0.95

REFRIGERATION SYSTEM
Refrigerant Line Size
1 Liquid Line Size ("O.D.) ¾" %" ¾"
Suction Line Size {"O.D.) ¾" ¾" ¾"
Refrigerant Connection Size
Liquid Valve Size ("O.D.) ½" ½" ½"
Suction Valve Size ("O.D.) ¾"
¾" ¾"
Valve Connection Type Sweat Sweat Sweat
Refrigerant Charge (oz.) 94 92 94

ELECTRICAL DATA
Volts/Phase (60 Hz) 208/230 208/230 208/230
Minimum Circuit A.mpacit'{' 8.6 11.S 18.6
Max. Overcurrent Protection' 15 15 30
Min J Max Volts 197/253 197/253 197 /253
Electrical Conduit Size 1/2" or 3/4" 1/2" or 3/4" 1/2" or 3/4"

UNIT WEIGHTS
Equipment Weir.ht (lbs i 161 150 175
Ship Weight \lbs) 176 175 190
I
GSZB4
I
GSZB4
03610A* 04210A"'
'36,000 42,000
36,000 42,000
72 75

15.0 17.7

91.9 110.2
Single Single
Scroll Scroll
PSC P5C
1/6 J/4
097 1.3
½" %"
3//' 1½"
½" ½"
½" ½"
Sweat Sweat
114 157
208/230 208/230
21 23.4
35 40
197 /253 197/253
1/2" or 3/4" 1/2" or 3/4"
214 264
234 284
'/\'ire sile shou d be dete.-mined in accodJnce with NcJtional ClectricJI Code:; extensi··,e wi re runs ,.,_,,11 require IJ
rger ·nire s ze�
NOTES
f,,l,.�·ays check the S&li. plat<: fur electrical Cata un the unit JeInr; nstalled. lnstolle· will need le iJpply½"' to 11/," adapters for suction line �cnnections. un·c ·s �harged with refrigerant for 15· c:sf %'' liqu"d line. S{stern dnr�e must be adju:ted per nst2llatbn ln;Tuctions Final Ch2 r
,;e Pmcedure.

I
GSZB4
I
04810A*
48,000
48,000
74 J.9.9
110.0
Single
Scroll
PSC
1/4

1.3 ¾"
.1½"
½"
¼"
Sweat
222
208/230

26.2 45
197 /253
1/2" or 3/4"
272
292
43(48.8

50.5/57

7.1/7.1

50.5 57.1

5.9/5.9
19/21.5
28/30.CJ
33/37.1
12(�7.5
�9/55.9

5.9/5.9

49.2 55.9

49.2 55.9
GSZB4
06010A*
60,000
60,000
75 25.6
150.0
Single
Scroll
P5C
l/4

1.3 ½"
J¼"
½"
½"
Sweat
269
208/230

33.3 50
197/253
1/2" or 3/4"
305
325
lrmallcti0n ol thPSP units r2quir?'. th0 1p2citied TX'/ Ki� to he irEtalled on t�e indcm ,,nil. THE SPEClrlEO TXV IS DETERl-.1 NED G\' THE OUTDOOR UNIT NOT THE \JDOOR CCIL

HEAT PUMP SPECIFICATIONS
45/50
60/60
15/15 30/34.f:i
60 17.3
60 20
60 34.7
60 40
15/15
20/25
30/3.S
35/40
�5/50
50/60
15/15 30/345
50 17.3
60 20
50 34.7
60 40
30/34.6 40/45

17.3 25
20 25

34.7 45
40 50
38/43 40/45

21.7 25
25 25

43.3 45
50 50

72.1 80

82.1 90

93.9 100
107 110

70.9 80

80.9 90

92.5 100
106 110

THESE PLANS ARE ORIGINALLY
PRINTED ON 24"x36" PAPER.
�1 INCH�
This drawing or drawing set shall not be used for construction unless a jurisdictional stamp (County, City, State, Federal) has been issued on the drawing, stating "FOR PERMIT" or similar verbiage, a wet signed professional engineer's stamp, and permit documents have been issued for the project.

REVISIONS BY
& 11-17-23 GKK
�GiNEER�
'-EN
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Date NOV 17 '23
Scale AS NOTED
Design ETA
Drawn GKK
Job COU2201.2
Sheet
M4
'
'
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C
C
'
'
'
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j
u
11/17/23

Page 152 of 519 ends

ELECTRICAL LAYOUT/NOTES GROUND FLOOR ELECTRICAL LAYOUT
HASTINGS ELECTRIC SERVICE CENTER TENANT IMPROVEMENTS ”
02/17/23

Page 153 of 519 ends

PANEL SCHEDULE
METER / MAIN SWITCH BOARD "MSB"
ENCLOSURE: NEMA 4 WALL MOUNT
22 KAIC VOLTS: 240 Y PHASE: 3 WIRE:4
AMPS

CKT LOAD DESCRIPTION A B C BREAKER BREAKER A
1 PANEL "1" A S7 I 400 200 I 35
3 PANEL "1" B 49 I 400 200 I
5 PANEL "1" C 0 I 400 200 '
7 HVAC 297 I 300 200 I
19 9 HVAC 297 I 300 200 I
11 HVAC 297 I 300 200 I
13 200 I
28 15 200 I
17 200 '
19 21
23 SUBTOTAL AMPS 354 346 297 82
TOTAL AMPS 436 412 350
PANEL "1" -INTERIOR SWITCHBOARD
ENCLOSURE: NEMA 4 WALL MOUNT MANUFACTURER: EXISTING
22 KAIC VOLTS: 240Y PHASE: 3 WIRE:4
AMPS

CKT LOAD DESCRIPTION A B C BREAKER BREAKER A
1 PANEL "5" 2 100 100 , 0
3 "" 7 100 100 I
5 "
"
0 100 100 I
7 PANEL "4" 24 ' 100 100 I 31
9 "
"
16 100 100 I
11 13
15 17
19 21
23 25
27 29
31 33
35 37
39 41
SUBTOTAL AMPS 25.5 23.0 0 31.2
TOTAL AMPS 57 49 0
PANEL "2" NOT USED
ENCLOSURE: NEMA 4 WALL MOUNT MANUFACTURER: EXISTING
22 KAIC VOLTS: 240 Y PHASE: 1 WIRE:4
AMPS

CKT LOAD DESCRIPTION A B C BREAKER BREAKER A
1 3
5 7
9 11
13 15
17 19
21 23
25 27
29 31
33 35
37 39
41 SUBTOTAL AMPS 0 0 0 0
TOTAL AMPS 0 0 0
PANEL "3" -SOUTHWEST SECTION
ENCLOSURE: NEMA 4 WALL MOUNT MANUFACTURER: EXISTING
22 KAIC VOLTS: 120/240 PHASE: 1 WIRE: 3
AMPS

CKT LOAD DESCRIPTION A B BREAKER BREAKER A
1 5/6 027 RECEPS 7.5 20 20 13
3 1/6 027, 031 RECEPS 7.5 20 20
s 5/11 032,032 RECEPS 7.5 20
7 4/11 032 RECEPS 6 20
9 027, 028, 029, 030, 031 LIGHTING 3.2 I 20
11 "" I 20
13 15
17 19
21 23
25 27
29 31
33 35
37 39
41 SUBTOTAL AMPS 18.2 13.5 0 13
TOTAL AMPS 31 27 0
AMPS
B C
31 24
17 18
18 12
66 53
AMPS
B C
0 0
27 26.S 0
AMPS
B C
0 0
AMPS
B
13 13 0
MAIN: 1000

LOAD DESCRIPTION
PANEL 116" A
PANEL 11611 B
PANEL 11611 C
PANEL "7" A
PANEL "7" B
PANEL "7" C
PANEL "8" A
PANEL "8" B
PANEL "8" C

SUBTOTAL AMPS
MAIN: 400A

LOAD DESCRIPTION
PANEL "2"
""
""
PANEL "3"
""

SUBTOTAL AMPS
MAIN: 100A

LOAD DESCRIPTION

SUBTOTAL AMPS
MAIN: 100A

LOAD DESCRIPTION
027 DEDICATED SMALL APP.
032 DEDICATED SMALL APP.

SUBTOTAL AM PS
CKT
2 4
6 8
10 12
14 16
18 20
22 24
CKT
2 I
4 6
8 10
12 14
16 18
20 22
24 26
28 30
32 34
36 38
40 42
CKT
2 4
I
6 8
10 12
14 16
18 20
22 24
26 28
30 32
34 36
38 40
42 CKT
2 4
I
6 8
10 12
14 16
18 20
22 24
26 28
30 32
34 36
38 40
42 ENCLOSURE: NEMA 4 WALL MOUNT
22 KAIC

CKT LOAD DESCRIPTION
1 6/9 201 RECEPS
3 3/9 201, 3/4 202 RECEPS
5 1/4 202,203 RECEPS
7 204 RECEPS
9 205 RECEPS
11 039, 201,202,203,204,205 LIGHTING
13 Ill!
15 17
19 21
23 25
27 29
31 33
35 37
39 41

SUBTOTAL AMPS

TOTAL AMPS
ENCLOSURE: NEMA 4 WALL MOUNT
22 KAIC

CKT LOAD DESCRIPTION
1 036 RECEPS
3 035 RECEPS
5 SPACE
7 SPACE
9 032, 033, 034, 035, 036, 039 LIGHTING
11 Ill!
13 15
17 19
21 23
25 27
29 31
33 35
37 39
41 SUBTOTAL AMPS

TOTAL AMPS
ENCLOSURE: NEMA 4 WALL MOUNT
22 KAIC

CKT LOAD DESCRIPTION
1 018, 1/3 EXTERIOR RECEPS
3 5/5 018 GFCI, 1/2 024 RECEPS
5 020, 021, 1/3 EXTERIOR RECEPS
7 022, 023, 1/2 024, 029, 030, 038
9 025 RECEPS
11 026 RECEPS
13 018, 019, 020, 021, 022, 023, 024, 025, 026, 038 LIGHTING 15 Ill!
17 19
21 23
25 27
29 31
33 35
37 39
41 SUBTOTAL AMPS

TOTAL AMPS
A
9 9
6 24
24 A

1.5 0

1.5 2
A
9 9

4.3 22.3
35 PANEL "4" -2ND FLOOR
VOLTS: 120/240 PHASE: 1
I
AMPS

B BREAKER
20 9 20
20 6 20
20 0.9
I 20
I
20 15.9
16 PANEL "S" - South East Section
VOLTS: 240V PHASE: 3
I
AMPS

B C BREAKER
20 4.5 20
0 20
20 2.6
I
20 I
20 7.1 0
7 0
PANEL "6" -CENTRAL SECTION
VOLTS: 240V PHASE: 3
I
AMPS

B C BREAKER
20 9 20

7.5 20
20 9 20
6 20
I 20
I 20
18 13.5
31 24
MANUFACTURER: EXISTING
WIRE: 3
AMPS
BREAl<ER A B
0 0
MANUFACTURER: EXISTING
WIRE:4
AMPS

BREAKER A B
0 0
MANUFACTURER: EXISTING
WIRE:4
AMPS

BREAKER A B
20 13
20 13
20 13 13
MAIN: 100A

LOAD DESCRIPTION

SUBTOTAL AMPS
MAIN: 100A

C LOAD DESCRIPTION
0 5UBTOTAL AMPS
MAIN: 200A

C LOAD DESCRIPTION
018 DEDICATED SMALL APP.
018 DEDICATED SMALL APP.
10 012 DEDICATED DRINKING FNT.
10 SUBTOTAL AMPS
Cl<T
2 4
6 8
10 12
14 16
18 20
22 24
26 28
30 32
34 36
38 40
42 CKT
2 4
6 8
10 12
14 16
18 20
22 24
26 28
30 32
34 36
38 40
42 Cl<T
2 4
6 8
10 12
14 16
18 20
22 24
26 28
30 32
34 36
38 40
42 THESE PLANS ARE ORIGINALLY
PRINTED ON 24"x36" PAPER.
f.- 1 INC H --I
This drawing or drawing set shall not be used for construction unless a jurisdictional stamp (County, City, State, Federal) has been issued on the drawing, stating "FOR PERMIT" or similar verbiage, a wet signed professional engineer's stamp, and permit documents have been issued for the project.

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Page 154 of 519 ends

ELECTRICAL PANEL SCHEDULES 2
HASTINGS ELECTRIC SERVICE CENTER TENANT IMPROVEMENTS SINGLE LINE DIAGRAM-(E) 1000A SERVICE-TO BE REPLACED SINGLE LINE DIAGRAM-(N) 1000A SERVICE/GENERATOR 02/17/23

Page 155 of 519 ends

Commercial Offim Load Calculations Panel 1 Loads Feeds Pannels 2,3,4,5 Panel 2 Loads Main Switch Board Fed From M.S.B. Fed From Panel 1
Service Voltage 120/240, 3Ph 4W 4 Wire 3 Phase, 120/240 4 Wire 3 Phase, 120/240 House Loads 0 General Receptacles 12780 VA CEC 220.14(1) 0 General Receptacles 0 VA CEC 220.14(1) 125% Lighting @ 3VA/SQFT: 13151 VA CEC T220.12 125% Lighting @ 3VA/SQFT: 0 VA CEC T220.12 HVAC Subtotal General loads: 25931 VA Subtotal General loads: 0 VA RCU -1 123314.4
(x3) EV chargers at 40A each 49824
Total Connected Load: 288641 VA
Building total amps 3 phase : 695 Amps
Service Equipment Rating: 1000 Amps
Total Demand Loads: 52876 VA Total Demand Loads: 0 VA
Required Bus Ampacity: 220 Amps Required Bus Ampacity: 0 Amps Required Service Equipment Rating: 400 Amps Required Service Equipment Rating: 100 Amps Panel 5 Loads Panel 6 Loads
Fed From Panel 1 Fed From M.S.B.
4 Wire 3 Phase, 120/2.40 4 Wire 3 Phase, 120/240
24 General Receptacles 4320 VA CEC 220.14(1) 33 General Receptacles 5940 VA CEC 220.14(1) 125% Lighting @ 0.75VA/SQFT: 6543.75 VA CEC T220.12 125% Lighting @ 2VA/SQFT: 7402.5 VA CEC T220.12 Subtotal General loads: 10863.75 VA Subtotal General loads: 13342.5 VA A��liance Loads
Dedicated Small Appliar1ce 13A@120V 780 VA
Dedicated Small Appliar1ce 13A@l20V 780 VA
Subtotal Appliance Loads: 1560 VA
Demand Rated appliance loads @65%: 1014 VA CEC T220.56
+ Total Demand Loads: 10864 VA
Required Bus Ampacity: 45 Amps Total Demand Loads: 14357 VA Required Service Equipment Rating: 100 Amps Required Bus Ampacity: 60 Amps Required Service Equipment Rating: 200 Amps
Voltage drop calculations
Resistance based on 3 current carrying conductors, 0.85 PF, Cu wire, buried pvc conduit. CEC Chapter 9 Table 9. circuit Z at 2% VD min CU wire THWN @80% table
interrupt (.02*240=4.SV) 310. lS(B)( 16) for 4 current carrying req. wire ga. CU THWN, Description volts phases rating I, amps L, K feet Z=VD/(1.732I L) cond. chap.9 table 9, .85 pf MSB 240 3p 4w 1000 800 0.1 0.0346 (x4) runs of 4 #250 MCM (x4) #1/0 Panell 240 3p 4w 400 168 0.300 0.0550 (x2) runs of #4/0 #2/0 Panel2 240 3p 4w 100 80 0.010 3.4642 #1/0 #14
Panels 240 3p 4w 100 80 0.150 0.2309 #1/0 #3
Panel6 240 3p 4w 200 150 0.240 0.0770 #4/0 #4/0
Panel7 240 3p 4w 200 150 0.190 0.0972 #4/0 #2/0
Panel8 240 3p 4w 200 150 0.090 0.2053 #4/0 #2/0
HVAC 240 3p 4w 300 297 0.320 0.0292 #500 MCM (x2) #350 MCM EV charger panel 240 3p 4w 200 150 0.090 0.2053 #4/0 #2 Z at 2% VD
( .02*240=4.SV)
Z=VD/(2 I L) Min CU wire THWN (2) current req. wire ga. CU THWN, carrying cond. table 310.15(8)(16) chap.9 table 9, .85 pf Panel 3 240 lp 3w 100 80 0.010 3.0000 #2 #14
Panel 4 240 lp 3w 100 80 0.040 0.7500 #2 #8
Panel 3 Loads
Fed From Panel 1
3 Wire, 1 phase 120/240
21 General Receptacles 3780 VA CEC 220.14(1)
125% Lighting @ 0. 75VA/SQFT: 2697 VA CEC T220.12
Subtota I Genera I loads: 6477 VA
Appliance Loads
Dedicated Small Appliance 13A@l20V 780 VA
Dedicated Small Appliance 13A@l20V 780 VA
Subtotal Appliance Loads: 1560 VA
Demand Rated appliance loads @65%: 1014 VA CEC T220.S6
Total Demand Loads: 7491 VA
Required Bus Ampacity: 31 Amps
Required Service Equipment Rating: 200 Amps ""No main
Panel 7 Loads
Fed From M.S. B.
4 Wire 3 Phase, 120/240
34 General Receptacles 7200 VA CEC 220.14(1)
125% Lighting @ 2VA/SQFT: 4312.5 VA CEC T220.12
Subtota I Genera I loads: 11512.5 VA
Total Demand Loads: 11513 VA
Required Bus Ampacity: 48 Amps
Required Service Equipment Rating: 200 Amps
minimum required PVC
required wire ga. schedule 40 conduit size
(x4) runs of 4 #250 MCM (x4) 3"
(x2) runs of #4/0 (x2) 2 1/2"
#1/0 2"
#1/0 2"
#4/0 2 1/2"
#4/0 2 1/2"
#4/0 2 1/2"
(x2) #350 MCM 3 1/2"
#4/0 2 1/2"
#2 3/4"
#2 1"
Panel 4 Loads
Fed From Panel 1
3 Wire, 1 phase 120/240
26 General Receptacles
125% Lighting @ 2VA/SQFT:

Subtotal General loads:

Total Demand Loads:

Required Bus Ampacity:

Required Service Equipment Rating:

Panel 8 Loads
Fed From M.S.B.
4 Wire 3 Phase, 120/240
30 Gener.al Receptacles
125% Lighting @ 2VA/SQFT:

Subtotal General loads:

Total Demand Loads:

Required Bus Ampacity:

Required Service Equipment Rating:
4680 VA
3910 VA
8590 VA
8590 VA
36 Amps
100 Amps
5400 VA
4412.5 VA
9812.5 VA
9813 VA
41 Amps
200 Amps
CEC 220.14(1)
CEC T220.12
CEC 220.14(1)
CEC T220.12

THESE PLANS ARE ORIGINALLY
PRINTED ON 24"x36" PAPER.
f.-1 INC H --I
This drawing or drawing set shall not be used for construction unless a jurisdictional stamp (County, City, State, Federal) has been issued on the drawing, stating "FOR PERMIT" or similar verbiage, a wet signed professional engineer's stamp, and permit documents have been issued for the project.

REVISIONS BY
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Page 156 of 519 ends

11/17/23

Page 157 of 519 ends

GROUND FLOOR PLUMBING PLAN

HASTINGS ELECTRIC SERVICE CENTER TENANT IMPROVEMENTS
PLUMBING PLAN NOTES: PRESSURE LOSS CALCULATIONS PIPE SIZING CALCULATIONS PLUMBING LEGEND 02/17/23

Page 158 of 519 ends

GROUND FLOOR DRAINAGE PLAN

HASTINGS ELECTRIC SERVICE CENTER TENANT IMPROVEMENTS

DRAINAGE PLAN PIPE SIZING CALCULATIONS
02/17/23

Page 159 of 519 ends

Page 160 of 519 ends

Page 161 of 519 ends

Abbay Technical Services
Building Energy Consultants
1125 16th St., Ste. 216 Arcata, CA 95521
707.826.1433
[email protected]
TITLE 24 BUILDING ENERGY REPORT
1350 Hastings Rd., APN 180-070-19-00
City of Ukiah TI Hastings Electrical Service
Ukiah, CA 95482
T24.3
C-39696
(REN / ALEXANDER ARCHITECTS)
C-39696
(REN / ALEXANDER ARCHITECTS)
11/21/2023
11/21/2023
Architect
Architect

Page 162 of 519 ends

Abbay Technical Services
Building Energy Consultants
1125 16th St., Ste. 216 Arcata, CA 95521
707.826.1433
[email protected]
TITLE 24 BUILDING ENERGY REPORT
1350 Hastings Rd., APN 180-070-19-00
City of Ukiah TI Hastings Electrical Service
Ukiah, CA 95482
T24.4
C-39696
(REN / ALEXANDER ARCHITECTS)
707-367-8020

Page 163 of 519 ends

Abbay Technical Services
Building Energy Consultants
1125 16th St., Ste. 216 Arcata, CA 95521
707.826.1433
[email protected]
TITLE 24 BUILDING ENERGY REPORT
1350 Hastings Rd., APN 180-070-19-00
City of Ukiah TI Hastings Electrical Service
Ukiah, CA 95482
T24.5
C-39696
(REN / ALEXANDER ARCHITECTS)
707-367-8020

Page 164 of 519 ends

Abbay Technical Services
Building Energy Consultants
1125 16th St., Ste. 216 Arcata, CA 95521
707.826.1433
[email protected]
TITLE 24 BUILDING ENERGY REPORT
1350 Hastings Rd., APN 180-070-19-00
City of Ukiah TI Hastings Electrical Service
Ukiah, CA 95482
T24.1
C-39696
(REN / ALEXANDER ARCHITECTS)
707-367-8020
6

Page 165 of 519 ends

Ukiah, California
APPENDIX “A”
TO THE

SPECIAL PROVISIONS
FOR

ELECTRICAL SERVICE CENTER

TENANT IMPROVEMENTS
+

FIRE DAMAGE REPAIR
SPECIFICATION NO. XX-XX
Technical Specifications
Prepared by:

Ren / Alexander Design
CA Architect’s License: C-39696
for:

City of Ukiah
Ukiah, California 95482
ELECTRIC SERVICE CENTER T.I. + FIRE DAMGE REPAIR PAGE 1 of 188 APPENDIX “A” - TECHNICAL SPECIFICATIONS Attachment 2

Page 166 of 519 ends

TABLE OF CONTENTS
SECTION 01 10 00 - SUMMARY OF WORK AND REQUIREMENTS
SECTION 01 20 13 - REQUESTS FOR INTERPRETATION
SECTION 01 31 00 - PROJECT COORDINATION
SECTION 01 31 20 - PROGRESS MEETINGS
SECTION 01 32 16 - PROJECT SCHEDULES
SECTION 01 33 00 - SUBMITTALS
SECTION 01 40 00 - QUALITY REQUIREMENTS
SECTION 01 41 00 - REGULATORY REQUIREMENTS
SECTION 01 51 00 - TEMPORARY UTILITIES, FACILITIES AND CONTROLS SECTION 01 56 10 - SITE AND AREA CLEANUP
SECTION 01 57 23 - STORMWATER POLLUTION CONTROL SECTION SECTION 01 73 29 - CUTTING AND PATCHING REQUIREMENTS
SECTION 02 41 16 - DEMOLITION AND DISPOSAL
SECTION 02 41 19 - SELECTIVE INTERIOR DEMOLITION
SECTION 03 20 00 - REINFORCING STEEL
SECTION 03 30 00 - CAST IN PLACE CONCRETE
SECTION 06 10 00 - CARPENTRY
SECTION 06 41 13 - ARCHITECTURAL WOOD CASEWORK
SECTION 07 25 00 - BUILDING ENVELOPE UNDERLAYMENT
SECTION 07 42 13 - SIDING AND ROOFING PANELS ( METAL )
SECTION 07 62 00 - SHEET METAL FLASHING AND TRIM
SECTION 07 92 00 - JOINT SEALANTS
SECTION 08 16 00 - COMPOSITE INTERIOR DOORS
SECTION 08 41 13 - ALUMINUM STOREFRONTS
SECTION 08 51 13 - ALUMINUM WINDOWS
ELECTRIC SERVICE CENTER T.I. + FIRE DAMGE REPAIR PAGE 2 of 188 APPENDIX “A” - TECHNICAL SPECIFICATIONS

Page 167 of 519 ends

SECTION 08 71 00 - DOOR HARDWARE
SECTION 08 80 00 - GLAZING
SECTION 09 21 16 - GYPSUM BOARD ASSEMBLIES
SECTION 09 65 19 - RESILIENT TILE FLOORING
SECTION 09 68 13 - CARPET TILE FLOORING
SECTION 09 90 00 - PAINTING AND COATING
SECTION 10 28 13 - TOILET ACCESSORIES
SECTION 10 40 00 - SIGNAGE
SECTION 12 24 13 - ROLLER SHADES
SECTION 21 10 00 - FIRE SUPPRESSION AND ALARM SYSTEMS
SECTION 22 30 00 - PLUMBING EQUIPMENT
SECTION 23 05 00 - HVAC
SECTION 26 00 01 - ELECTRICAL GENERAL PROVISIONS
SECTION 26 00 02 - ELECTRICAL BASIC MATERIALS AND METHODS SECTION 26 50 00 - LIGHTING SYSTEM
SECTION 32 31 13 - POLYMER COATED CHAIN LINK FENCING AND GATES ELECTRIC SERVICE CENTER T.I. + FIRE DAMGE REPAIR PAGE 3 of 188 APPENDIX “A” - TECHNICAL SPECIFICATIONS

Page 168 of 519 ends

SECTION 01 10 00

SUMMARY OF WORK AND REQUIREMENTS
PART 1. GENERAL

1.01 SECTION INCLUDES
A. Description of Owner and Project Location
B. Summary of the Work
C. Sequence of Construction
A. Contractor’s use of site and general conditions and limitations H. Project Safety
I. Labor Compliance requirements
J. Permit Requirements
A. Definitions used throughout the Specifications and Drawings.

1.02 PROJECT OWNER AND LOCATION
A. Project Owner: The City of Ukiah
B. Project Location: The project is located at 1350 Hastings Road, Ukiah Ca C. Owner’s Representative: Cindy Sauers PE, Electrical Utilities Director

1.03 SUMMARY OF WORK
A. Description

1. The Work to be done under this Contract consists of furnishing all labor, equipment, materials, incidentals, and performing all work necessary to construct facilities that comprise the Electric Service Center Tenant Improvements + Fire Damage Repair, as shown on the Plans and described in these Specifications and its appendices.

2. The Work generally consists of the following:

A. This project is a tenant improvement of an existing 15,800 square foot unconditioned warehouse building of type V-A construction. Situated along highway 101 in Ukiah surrounded by nearby pear orchards, the building was originally constructed in 1999 as an agricultural storage warehouse.

The facility ( The Electric Service Center) is to house and centralize the Ukiah Electric Utility Department’s electrical operations and administrative offices for Engineering, Construction and Technical Services. In addition, the Department intends to use the Electric Service Center for training, material warehousing and construction preparation.

ELECTRIC SERVICE CENTER T.I. + FIRE DAMGE REPAIR PAGE 4 of 188 APPENDIX “A” - TECHNICAL SPECIFICATIONS

Page 169 of 519 ends

B. On August 5, 2020, the City Council adopted the plans and specifications for the grading, fencing, roofing and electric equipment relocation. This work was completed on March 2, 2023. On the morning of March 8, 2023, a fire broke out at the core of the building in the existing bathroom beneath the main stair to the second level. The source of the fire was the electrical failure of a bathroom ceiling fan. The automated sprinkler went off throughout the building and The Ukiah Valley Fire Authority responded to the incident, and was successful in putting the fire out. However, significant smoke and water damage occurred, as well as structural damage to the building’s main floor core and second level, including some exterior walls and roofing. On April 7, 2023, all Fire remediation work as a part of a separate contract with West Coast Fire and Water remediation specialists was completed.

C. In addition to the repair of some exterior siding, replacing windows and roofing at the second level, the exterior of the building will receive a new front entry awning, updated exterior lighting fixtures and the main floor the existing metal roll up doors will be replaced with new glazed storefront doors and windows at the new administrative offices and showroom portion of the building.

D. The interior of the building will be repaired where required due to fire, smoke and water damage and renovated to accommodate a new showroom, conference room, individual & shared offices, break room with kitchenette, restrooms, mezzanines, warehouses, a workshop area and storage rooms on the main level and repair of the main stair and entire second level. The interior renovation includes a new whole building HVAC system, new lighting, electrical outlets, and plumbing throughout. Three existing mezzanine structures will be demolished and replaced with two new mezzanines. Two existing warehouse bays will remain as storage areas for equipment.

E. Scope of work broken down by CSI division:
• Div 02 - Existing Conditions: Deconstruct Mezzanines and store onsite, demolish existing flooring & walls where indicated on plans, demo existing doors & windows where indicated on plans and any other existing components (structural or not) uncovered during construction and deemed non salvageable due to fire, smoke or water damage. Patch and repair all bottoms of walls removed due to water damage, as noted on plans.
• Div 03 - Concrete: Backfill & back pour ± 260 sqft. concrete where indicated on plans.
• Div 05 - Metals: Structural steel where indicated on plans, wire mesh panel guards and screening at mezzanines and above offices • Div 06 - Wood, Plastics & Composites: New wood beams, joists, structural framing, mezzanines, interior wall partition framing, countertops & millwork where indicated on plans.

ELECTRIC SERVICE CENTER T.I. + FIRE DAMGE REPAIR PAGE 5 of 188 APPENDIX “A” - TECHNICAL SPECIFICATIONS

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• Div 07 - Thermal & Moisture Protection: Insulation at interior & exterior walls. Waterproofing at all altered exterior walls around doors & windows. • Div 08 - Openings: New aluminum windows where indicated on plans.

New interior & exterior aluminum storefront doors & office partitions where indicated on plans. Infill existing roll-up doors and patch infill wall areas with siding to match existing. New roller shades at all new windows. • Div 09 - Finishes: New ceilings, wall finishes, rubber base, flooring, painting & interior & exterior finish patching where indicated on plans. • Div 10 - Specialties: Restroom accessories where indicated on plans. • Div 21 - Fire Suppression: The existing building is sprinklered but will need to have sprinkler heads added where required for new office areas.

Fire sprinkler alterations and permit will be performed under purview of general contractor.
• Div 22 - Plumbing: Renovate three existing restrooms and construct four new restrooms. New plumbing fixtures & fittings where indicated on plans. • Div 23 - HVAC: New forced air HVAC system throughout building. See mechanical plans.
• Div 26 - Electrical: New lighting throughout. Replace existing exterior light fixtures. New switching, receptacles and data outlets where indicated on plans. Relocate one existing electrical panel to accommodate new office partition where indicated on plans.
• Div 28 - Electronic Safety & Security: new burglar alarm integration with existing system at new building entry points.
• Div 32 - Interior chain link fencing, gates and guardrails where specified on plans.

3. The Work herein described and shown on the Special Provisions, Specifications, and Plans shall be complete in every detail, not withstanding every item necessarily involved is not mentioned, and the Contractor will be held to provide all labor and materials necessary for the entire completion of the work intended to be included and described in this contract, and shall not avail itself of any manifestly unintentional error or omission, if same should exist. Such other items or details not mentioned above that are required by the Plans or the Technical Specifications shall be furnished, fabricated, constructed, or installed.

B. Contractor's Duties

1. It shall be the responsibility of the Contractor to examine the job site before submitting a bid. No allowance will be made on the Contractor's behalf for any extra expense incurred due to the failure to become acquainted with the full extent of work to be done and the conditions under which the work is to be performed.

2. Except as specifically noted, the Contractor shall provide and pay for:
a. Labor, materials, and equipment
b. Tools, construction equipment, and machinery
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c. Water and other utilities required for construction
d. All insurance and bonds required by the Owner and as necessary to perform the Work
e. Temporary office and utility facilities for construction management personnel
f. Legally required sales, consumer, and use taxes
g. All other facilities and services necessary for proper execution and completion of the Work

3. The Contractor shall promptly submit to the Architect written notice of any observed variance of Plans or Contract Documents from legal requirements.

4. The Contractor shall provide unencumbered access to the work area at all times to authorized representatives of the Architect / Engineers, the City of Ukiah, and other appropriate regulatory agencies, and shall provide proper facilities for such access and inspection.

5. Schedule of Values: at the Pre-Construction meeting, Contractor shall provide a schedule of values numbering all work items, providing a description of the work item and a contract value for the item. This will serve as the basis for progress billings and must be approved by Architect prior to the start of work.
a. The Schedule of Values must break out work items by
specification section.
b. Each work item installation must be given a contract quantity and unit of measure and this will be used as the basis for determining progress payments.

6. Record Drawings:

The Contractor shall keep accurate and up to date records on a set of full size project prints. Record drawings shall include additions to and deletions from the Work, and changes to the design, as well as any variation from information either shown on the Plans or specified in the Contract Documents. These drawings shall be made upon request to the Owner’s representative.

7. Labor Compliance:

The Contractor shall comply with all Labor compliance forms, processes, procedures and inspections by Labor Compliance Managers, the Architect, and or the City and fully cooperate in the labor compliance conformance and verifications for both Contractor’s own employees and the employees of all Subcontractors employed by Contractor on the project.

8. Project Schedule:

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If the Owner has provided certain deadlines and milestones in the Special Provisions that are a condition of completing the work. Contractor’s project schedule and schedule updates shall incorporate these deadlines and milestones.

C. Permits, Codes, and Environmental Conditions
The Contractor shall conform to the requirements of all permits and licenses applicable to the Work, and shall comply with all applicable State and local codes, and City and Mendocino County ordinances, rules, regulations, orders, and other legal requirements of appropriate regulatory agencies. The Plans and Specifications have been prepared to comply with anticipated permit requirements and environmental protection measures for the Project. The Contractor is advised that all work must comply with these requirements and that the cost of compliance with these requirements is included in payment for individual items of work, and that no additional compensation for cost arising out of such compliance will be made.

1.04 CONTRACTOR'S SEQUENCE OF CONSTRUCTION
A. Contractor shall be responsible for coordination and appropriate scheduling to maintain the phasing of this project.

B. The following schedules and plans shall be provided by the Contractor to the Architect for review and approval at the Pre-construction Meeting:

1. Preliminary Work Schedule

2. Traffic Control Plan if applicable

3. Plan for establishing temporary access, staging areas, sediment settling basin, and required erosion control measures prior to starting work in affected areas of the Project.

4. Contractor’s Schedule of Values for all lump sum bid items C. If the Owner has provided certain deadlines and milestones in the Special Provisions that are a condition of completing the work. Contractor’s project schedule and schedule updates shall incorporate these deadlines and milestones.

D. If it is deemed necessary to perform certain parts of the construction work outside normal working hours (Monday through Friday, from 8:00 a.m. to 5:00 p.m.) Such work shall be performed only when authorized by the Architect, and shall conform to the requirements of the “Special Provisions, Part O: Contractor’s Use of the Premises.” E. Work on existing structures and facilities shall be performed on a schedule and in a manner that will permit the existing structure or facility to operate continuously unless otherwise approved by the Architect.

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A. The Contractor shall not use the public right-of-way for long-term staging or material storage. During the work day, the Contractor may use the work area for storage of project materials and equipment to be used during that day; however, at the end of the day, the work site shall be cleaned per “Section 01 56 10: Site and Area Cleanup.”

1.06 DISPOSAL AND RECYCLING OF MATERIALS
A. Disposal of materials shall not be permitted within the public right-of-way. The Contractor shall make their own arrangements for disposal sites outside the right-of-way, shall pay all costs involved, and shall obtain all required permits.

See Section 1.13 below for permit requirements.

B. Contractor shall comply with the recycling requirements of the 2019 California Green Building Standards Code.

1.07 SALVAGE AND RE-USE OF EXISTING IMPROVEMENTS AND FACILITIES A. Items noted on the Plans as “to be salvaged” shall be removed from the job to a secure area, and delivered to the City Corporation Yard within five (5) working days of salvage. Only the items listed as “to be salvaged” shall be delivered to the Corp Yard.

B. Items noted on the Plans to be re-used or re-located shall be removed from their present location, safely stored, and protected from damage until installation in the new location. The Contractor shall be responsible for repair of any damages resulting from removal, and shall provide new fittings, fasteners, and appurtenances required for installation in the new location.

1.08 CONTRACTOR'S RESPONSIBILITY FOR UTILITIES AND SERVICES A. Utilities on the Plans may be shown incorrectly or not at all. The Contractor shall contact Underground Service Alert (USA) at 811 at least forty-eight (48) hours, but not less than two (2) working days, prior to any demolition or excavation and request field markings of all underground utilities. Contractor shall also contact the City of Ukiah utilities supervisor.

B. The Contractor shall locate, expose, and provide temporary support as needed for all existing underground facilities encountered during the Work. Hand tools shall be used when locating and exposing underground utilities.

C. The Contractor shall be solely responsible for damage done to any existing utilities, structures, or improvements, unless otherwise provided for on the Plans, in these Specifications, or by direction from the Architect. Replacement and/or repair shall restore damaged improvements to their original (or better) condition. The Architect shall be the sole judge of the adequacy of the restoration. Repairs to facilities performed by forces other than those of the Contractor shall be billed to the Contractor on a time and expenses basis plus ELECTRIC SERVICE CENTER T.I. + FIRE DAMGE REPAIR PAGE 9 of 188 APPENDIX “A” - TECHNICAL SPECIFICATIONS

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twenty percent (20%).

D. Traffic flow shall be maintained at all times during working hours unless otherwise specified on the Plans or in these Specifications. See “Section 01 57 00: Traffic Control Vehicular Access and Parking” for additional requirements and information.

1.09 MAJOR PUBLIC UTILITIES SERVING THE AREA OF WORK
Following is a list of the major public utilities serving Ukiah. The list indicates the name and telephone number of the responsible agency of the various utilities that should be notified if conflicts or emergencies arise during the progress of the Work:

Name of Utility Telephone No.

USA Cable Locating Service N/A 811
Pacific Gas & Electric Co. N/A 800-743-5000
AT&T Ukiah, CA 707-468-0660
City of Ukiah, Public Works Ukiah, CA 707-463-6282
City of Ukiah, Electric Utility Dept. Ukiah, CA 707-467-5711

1.10 PROJECT SAFETY
A. The Contractor shall submit both their and the project superintendent's night emergency telephone numbers to the City of Ukiah Police/Fire Communications Center and to the Project Architect prior to starting work on the Project so contact may be made at all times in case of emergency.

B. The Contractor shall be solely responsible for the safety of their work, including, but not limited to the conditions of the project site and construction equipment, the safety of all persons involved in the Work, the general public within the work area, and the surrounding private and public property. This requirement shall apply continuously, and shall not be limited to normal working hours. Safety provisions shall conform to U.S. Department of Labor Occupational Safety and Health Act (OSHA), the California Occupational Safety and Health Act (CALOSHA), and all other applicable federal, state, county, and local laws, ordinances, and codes. Where any of these are in conflict, the more stringent requirement, as determined by the Architect, shall be followed. The Contractor's failure to become thoroughly familiar with these safety provisions shall not relieve them from compliance with the obligations set forth under these provisions.

C. The control of traffic during this project is crucial. The work area MUST be arranged such that pedestrian, bicycle, and automobile traffic may pass around the work area safely.

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D. The Contractor shall provide safety and first aid equipment at the job site as required by the applicable regulatory agency. In addition, all workers shall be familiar with the procedure for summoning emergency medical personnel to the project site, should an injury occur.

E. If, during the course of the Project, serious damage, injury, or death occurs, the Contractor shall notify the Architect and City as soon as possible. The Contractor shall document, in writing, details of any incidents involving property damage and/or personal injury that arise within the project area. This documentation shall include statements from all known witnesses, and shall be provided to the Architect and City as soon as possible after any such incident.

F. Claims made by any person against the Contractor or subcontractor as a result of an accident related to this project shall be reported as soon as possible to the Architect.

1.11 LABOR COMPLIANCE
A. In accordance with the provisions of section 1720 et seq. of the Labor Code, the Division of Labor Standards and Research has determined the general prevailing rates or wages and employer payments for health and welfare, pension, vacation, travel time, and subsistence pay as provided for in section 1773.8. The prevailing wage sheets are on file at the City of Ukiah and at The Labor Compliance Managers.

B. It shall be mandatory upon the Contractor herein and upon any Subcontractor to pay not less than the said specified rates to all laborers, workers and mechanics employed by them in the execution of the Agreement pursuant to CA Labor Code 1774, including owner operators.

C. Attention is directed to the provisions in section 1777.5 and sections 1777.6 of the Labor Code concerning the requirement to employ apprentices by the Contractor or any Subcontractor under it, please refer to Labor Code 230.1 for requirements.

D. The Contractor shall comply with and shall cause his subcontractor to comply with all laws and regulations governing the contractor’s and subcontractor’s performance on this project including, but not limited to: anti discrimination laws, workers’ compensation laws, and prevailing wage laws as set forth in CA Labor Code, Sections 1720-1861 et seq. and licensing laws. The contractor is required to include the prevailing wage language in all subcontracts pursuant to CA Labor Code 1775(E)(b)(1).

E. The Contractor agrees to comply with Labor Code Section 1775 (Payment of the Prevailing Wage Rates) and Labor Code 1776 (keeping accurate records) and Labor Code 1777.5, placing responsibility for compliance with the statutory requirements for all apprentice-able occupations on the prime contractor.

The Contractor shall comply with the requirements imposed by the California Labor Code Sections 1720 through 1861 regarding public works projects and prevailing wage laws and sections 16000-16800 of the CA Code of Regulations.

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F. Contractors and any Subcontractors shall be assessed penalties for violating the following labor codes; CA Labor Code 1813 for overtime, 1775 for underpayment of the prevailing wage, and 1776 for inaccurate or incomplete payroll records.

1.12 CONDUCT OF CONTRACTORS AND WORKERS
A. Whenever the Contractor, subcontractor, or workers come into contact with property owners or the general public at the job site, they shall conduct themselves in a courteous, professional, and non-abusive manner. If any subcontractor or person employed by the Contractor shall appear to the Architect to be incompetent or to act in a disorderly or improper manner, that person shall be discharged immediately at the direction of the Architect, and shall not be employed again on this project.

B. The City shall reserve the right to terminate this Contract if, in the opinion of the Architect, the Contractor, subcontractor, or workers fail to comply with this requirement. If the Contract is terminated as a result of this provision, no compensation will be made for bid items that have not been satisfactorily completed.

1.13 PERMIT REQUIREMENTS
A. General
See Special Provisions. The Contractor shall file a copy of all permits with the Architect, and shall comply with all performance requirements and restrictions imposed on work by these permits.

B. Asbestos NESHAP Notification
The Contractor will be responsible for providing an asbestos survey by an EPA certified inspector, and completing the required Mendocino County Air Quality Management District (MCAQMD) “Asbestos NESHAP Notification for Demolition and Renovation Activity” form prior to commencement of any work. If asbestos is found, the Contractor is responsible for complying with all removal regulations set forth by the MCAQMD. See www.mendoair.org
C. Material Disposal
When any material is to be disposed of outside the project work area, the Contractor shall obtain both a written agreement between the property owner and the Contractor and a copy of the permit that allows material disposal at the subject site. The agreement shall grant the Contractor permission to use the private property as a disposal site, and shall absolve the City of all responsibility for consequences of such usage. The permit copy shall be obtained from the property owner, the City of Ukiah Building Department, or other regulatory agency as appropriate. Both the agreement and permit shall be filed with the Architect prior to the use of the property, and the Contractor shall obtain permission from the Architect to dispose of the material at the proposed location designated in the agreement and on the permit before any material is disposed on said property.

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A “Disposal Site Agreement” form is included in the Special Provisions Appendix.

D. Codes and Standards
The work of all trades shall conform to all applicable codes, laws, standards, regulations, etc., of the State of California, Mendocino County, and the City of Ukiah.

1.14 BACK-FLOW PREVENTION
A. If the Contractor wishes to use water from the City water distribution system during the course of this Project, they shall obtain and attach a double check valve at the point where they connect to the City water system (that is, at a hydrant, water service, blowoff, and so on). The double check valve shall be tested and certified by either a certified tester or the City, and approved by the Architect prior to use. The Contractor shall be responsible for the maintenance and protection of the double check valve.

1.15 “OR APPROVED EQUAL” PROVISION
A. The Architect shall be the sole judge of what materials or components are acceptable under the “Or Approved Equal” provision shown on the Plans and listed in these Technical Specifications. Refer to” Section 01 33 00: Submittals” and “Section 01 40 00: Quality Requirements” for submittal, materials testing, and materials certification requirements of items submitted for review under this provision.

1.16 SPECIFICATION REFERENCES
A. Various sections of these Technical Specifications refer to other sections that may not be present. If the Technical Specifications section referred to is not present, then this project does not include any work covered by the referenced section, and the Contractor may disregard that reference.

END OF SECTION
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SECTION 01 20 13

REQUESTS FOR INTERPRETATION

PART ONE - GENERAL

1.01 SECTION INCLUDES
A. Administrative and procedural requirements for handling and processing Requests for Interpretation.

1.03 DEFINITIONS
A. RFI: Formal process used during construction phase to facilitate communication between the Contractor and Architect with regard to requests for additional information and clarification of intent of Contract Documents (Drawings and Specifications).

1.04 PROCEDURE
A. When conditions require clarification of Contract Documents, comply with the following:

1. Subcontractors, manufacturers, and suppliers shall submit request(s) for additional information and clarification to Contractor.

2. Contractor shall submit RFI(s) to Architect. RFI(s) submitted directly by subcontractors, manufacturers or suppliers will not be accepted .

3. Architect will provide response to Contractor.

4. Submit one request for information or clarification per form.

5. Sequentially number each request.

B. Architect will review RFI from Contractor with reasonable promptness and Contractor will be notified in writing of decisions made within 2 weeks.

C. Architect’s written response to RFI shall not be considered as a Pricing Order or Pricing Directive, nor does it authorize changes in Contract Sum or Contract Time.

D. Maintain a log of RFIs sent to and responses from Architect.

E. Make every reasonable effort to answer questions pertaining to Construction Documents before submitting an RFI.

1.05 RFI FORM
A. Submit RFIs on form provided by Contractor.

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B. Architect will not respond unless RFI is submitted on proper form.

C. If the submittal form or format does not provide space needed for complete information for the request or response, additional sheets may be attached.

1.06 QUALITY ASSURANCE
A. Contractor shall strive to keep the number of RFIs to a minimum. RFIs that request information available in the Contract Documents will not earn response.

B. RFI is not a substitute for a shop drawing. When multiple RFIs are submitted for related work, Architect may require a shop drawing.

PART TWO - PRODUCTS
Not Used

PART THREE - EXECUTION
Not Used

END OF SECTION
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SECTION 01 31 00

PROJECT COORDINATION

PART ONE - GENERAL

1.01 SECTION INCLUDES
A. Project Coordination
B. Project Site Use Coordination
C. Field Engineering
D. Schedules
E. Work Logs
F. Submittals
G. Coordination drawings
H. Closeout procedures

1.02 PROJECT COORDINATION
A. The Contractor shall be responsible for all Project coordination.

B. Duties of Contractor:

1. Coordinate Work of all subcontractors to complete work by deadlines described in the Instructions to Bidders and Section 01 10 00 Summary of Work .

2. Coordinate and schedule the appropriate site visits of the Structural Engineer of Record and Inspections Firm, and all additional professionals required to attain sign off on all project related permits.

3. Coordinate and schedule the appropriate site visits of the City Building Inspector, for all building permit related inspection, including but not limited to, the building, electrical, plumbing, and sewer permits.

4. Establish on-site lines of authority and communication. Schedule and conduct progress meetings among subcontractors.

5. Verify utility requirements and characteristics of operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, operating equipment.

6. Coordinate space requirements, supports, and installation of mechanical and electrical work indicated diagrammatically on Plans. Follow routing shown for pipes, ducts, and conduit as closely as practicable; place runs parallel with lines of building. Use spaces efficiently to maximize accessibility for other installations, maintenance, and repairs.

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7. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within construction. Coordinate locations of fixtures and outlets with finish elements.

8. Coordinate completion and cleanup of work of separate sections in preparation for Substantial Completion.

9. After Owner occupancy of premises, coordinate access to site for correction of defective work and work not in accordance with Contract Documents, to minimize disruption of Owner's activities.

C. Architect will act as administrator on behalf of the Owner to review the conduct of the work.

D. Architect will issue completion letters for the deadlines of work listed in 01 10 00 Summary of Work.

E. Architect’s administrative duties and responsibilities are limited to those specifically indicated herein.

F. Resident Project Representative (RPR)

1. Architect may periodically appoint a RPR.

2. If a RPR is appointed, the RPR shall act as on-site administrator under the authority of the Architect.

3. Architect shall notify Contractor when a RPR is appointed.

1.03 CONSTRUCTION MOBILIZATION
A. Cooperate with the Owner in allocation of mobilization areas of site for field offices, sheds, site access, traffic and parking facilities.

B. During construction, coordinate use of site and facilities through the Owner.

C. Comply with Architects procedures for intra-project communications; submittals, reports and records, schedules, coordination drawings, and recommendations:
and resolution of ambiguities and conflicts.

D. Comply with instruction of the Owner for use of temporary utilities and construction facilities.

E. Comply with instructions for completion of items of Work determined by Architects final inspection.

1.04 SITE USE COORDINATION
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A. Limit construction activities to the limits of the improvements being constructed as part of this Project except as specifically authorized by Owner.

B. Limit haul routes for equipment, materials, and personnel routes to routes specifically approved by the Owner.

C. Establish field offices and equipment, materials and storage yards only in areas specifically approved by the Owner.

D. Provide an area no larger than 30‘x 30’ fenced with temporary construction fencing for storage of materials and equipment during the construction period.

E. Comply with instruction of the Owner for use of temporary utilities and construction facilities.

1.05 SCHEDULES
A. Comply with the requirements of Section 01 10 00 and Section 01 32 16.

B. Contractor to provide a schedule for completion of punch list items identified during Substantial Completion walk-through and comply with that schedule.

1.06 WORK LOGS AND REPORTS
A. Daily Construction Log: Contractor’s superintendent shall maintain a daily construction log recording the following information:

1. Weather conditions.

2. General site conditions including temporary erosion control measures as applicable.

3. Contractor’s personnel on site.

4. Subcontractor’s on-site including subcontractor’s personnel.

5. Equipment on site.

6. Material deliveries.

7. Description of work executed.

8. Owner representatives on site.

9. Testing and inspections conducted.

10. Weekly Report: Contractor shall submit Daily Construction Logs at the end of each week with a cover letter summarizing the activities on the Project during the past week.

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1.07 SUBMITTALS
A. See 01 33 00 Submittals.

1.08 CLOSEOUT PROCEDURES
A. Notify Architect when Work is considered ready for Substantial Completion walkthrough. Accompany Architect on preliminary inspection to determine items to be listed for completion or correction in Contractor’s notice of Substantial Completion.

B. Comply with Architects instructions to correct Items of Work listed in executed Certificates of Substantial Completion.

C. Notify Architect when Work is complete. Accompany Architect on final inspection.

D. Comply with Architects instructions for completion of items of Work determined by the Architect’s final inspection.

PART TWO- PRODUCTS
- NOT USED

PART THREE - EXECUTION
- NOT USED

END OF SECTION
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SECTION 01 31 20

PROGRESS MEETINGS

PART ONE - GENERAL

1.01 SECTION INCLUDES
A. Pre-construction conference
B. Site mobilization meeting
C. Progress meetings
D. Pre-installation conferences

1.02 PRE-CONSTRUCTION CONFERENCE
A. Architect will schedule a conference after Effective Date of Agreement.

B. Attendance Required: Owner, Architect(s), Engineers(s), Contractor C. Agenda:

1. Execution of Owner-Contractor Agreement

2. Submission of executed bonds and insurance certificates

3. Distribution of Contract Documents

4. Submission of list of Subcontractors, list of products, Schedule of Values, and progress schedule

5. Designation of personnel representing the parties in Contract, and Architect

6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures

7. Schedules and requirements for submittals of updated schedules during Work

8. Scheduling and procedures for testing and inspection.

9. Procedures for maintaining records.

1.03 SITE MOBILIZATION MEETING
A. Owner will schedule meeting at Project site prior to Contractor occupancy.

B. Attendance Required: Owner, Contractor, and major Subcontractors as requested by the Owner.

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C. Agenda:

1. Use of premises by Owner and Contractor

2. Owner's requirements and partial occupancy

3. Construction facilities and controls provided by Owner

4. Temporary utilities provided by Owner

5. Survey and building layout if applicable

6. Security and housekeeping procedures

7. Schedules

8. Application for payment procedures

9. Procedures for testing

10. Procedures for maintaining record documents

11. Requirements for start-up of equipment

12. Inspection and acceptance of equipment put into service during construction period
D. Contractor will record minutes and distribute copies within 2 days after meeting to participants, with (1) copy each to Owner, Architect and consultants, and those affected by decisions made.

1.04 PROGRESS MEETINGS
A. A Bi-Monthy (every 2 weeks) progress meeting will be held unless otherwise notified.

At the start of Work a standard meeting time agreeable to all parties will be established.

B. Contractor shall submit desired agenda items to Architect with copies for participants 2 days in advance of scheduled meetings.

C. Contractor will preside at meetings, record minutes, and distribute copies to participants and those affected by decisions made.

D. Attendance required: Contractor’s superintendent, Owner, Architects and Engineers E. Agenda:

1. Review of previous meetings.

2. Review of Work progress.

3. Field observations, problems, decisions.

4. Identification of problems which impede planned progress.

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6. Review of off-site fabrication and delivery schedules

7. Maintenance of progress schedule

8. Corrective measures to regain projected schedules

9. Planned progress during succeeding work period

10. Coordination of projected progress

11. Maintenance of quality and work standards

12. Effect of proposed changes on progress schedule and coordination

13. Other business relating to Work

PART TWO- PRODUCTS
- NOT USED

PART THREE - EXECUTION
- NOT USED

END OF SECTION
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SECTION 01 32 16

PROJECT SCHEDULES

PART ONE - GENERAL

1.01 SECTION INCLUDES
A. Format.

B. Content.

C. Revisions to schedules.

D. Submittals.

1.02 RELATED SECTIONS
A. Sections 01311 - Project Coordination: Schedule coordination.

B. Section 01330 - Submittals: Procedures, shop drawings, product data, samples.

1.03 FORMAT
A. Prepare Schedule as a horizontal bar chart with a separate bar for each major portion of the Work or operation. Identify first work day of each week.

B. Sequence of Listings: The chronological order of the start of each item of Work.

1.04 CONTENT
A. Show complete sequence of construction by activity, with dates for beginning and completion of each element of construction.

B. Identify each item by specification Section number.

C. Include the schedule of submittal dates for shop drawings, product data, and samples, including Owner furnished products and Products identified under Allowances.

1.05 REVISIONS TO SCHEDULES
A. Project schedule must be revised if any portion of the project will be delayed more than 15 working days from that laid out in the Schedule.

B. Identify activities modified since previous submittal, major changes in scope and other identifiable changes contributing to project delay.

C. Provide narrative report to define problem areas, anticipated delays, and impact on the Schedule. Report corrective action taken, or proposed, and its effect.

1.06 SUBMITTALS
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A. Submit Schedule within 10 days after date of Owner - Contractor Agreement for coordination with Owner’s requirements and work of separate contracts. After review, submit final Schedule within 10 days, modified to accommodate revisions recommended by Architect / Engineer.

B. Submit 1 copy of schedules to all parties.

1.07 DISTRIBUTION
A. Distribute copies of reviewed Schedules to project site file, Subcontractors, suppliers, and other concerned parties.

B. Instruct recipients to promptly report, in writing, problems anticipated in meeting projected Schedule timelines and milestones.

PART TWO- PRODUCTS
-NOT USED

PART THREE - EXECUTION
-NOT USED

END OF SECTION
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SECTION 01 33 00

SUBMITTALS
PART 1. GENERAL

1.01 RELATED WORK DESCRIBED ELSEWHERE:

A. Contractual requirement for submittals shall be in accordance with the General Provisions of the contract.

B. Individual submittals required in accordance with the pertinent sections of these Specifications.

C. References Section 01 10 00: Summary of Work
PART 2. PRODUCTS

2.01 COMPLIANCE
In order to meet compliance, the Contractor shall furnish the exact materials specified or materials selected by the Architect or Engineer based on these Specifications.

2.02 SHOP DRAWINGS
A. Quality Shop drawings shall be prepared accurately to scale and large enough to show all pertinent features of the products and the method of fabrication, connection, erection, and assembly.

B. Type of Prints Required

1. The Contractor shall submit shop drawings or
supplemental working drawings via email as pdf.

2. Distribution: The Architect will review the shop
drawings, mark the drawings with appropriate notations, and return marked copies to the Contractor.

2.03 MANUFACTURER'S LITERATURE AND REPORTS
A. The Contractor shall submit manufacturer's literature including, test reports for product compliance for the Architects / Engineer’s approval. A copy will be retained by the Architect.

B. Catalog cuts or brochures shall show the type, size, ratings, style, color, manufacture, and catalog number of each item and be complete enough to provide for positive and rapid identification in the field. Catalog data shall be submitted in an orderly bound form. Specific items shall be clearly marked.

General catalogs or partial lists will not be accepted.

2.04 SAMPLES
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A. The sample submitted shall be the exact article proposed to be furnished.

B. Samples, color chips, finish styles, etc., shall be submitted in sufficient number as to provide the Architect with alternate choices.

2.05 SUBSTITUTIONS
A. The contract is based on the materials, equipment, and methods described in the Plans and Specifications.

B. Do not substitute materials, equipment, or methods unless such substitution has been specifically accepted for this Work by the Architect / Engineer. Refer to “Substitution of Material" in the General Conditions for additional requirements.

C. Where the phrase "or equal" appears in the Plans and Contract Documents, do not assume that material, equipment, or methods will be approved as equal by the Architect / Engineer unless the item has specifically been submitted to and accepted for this work by the Architect.

D. The Architect will consider proposals for substitutions of materials, equipment, and methods only when such proposals are accompanied by full and complete technical data and all other information required by the Architect to evaluate the proposed substitution. When, in the sole opinion of the Architect, the product is equal, or better, in all respects to the Architect-specified items, it will be approved subject to contract requirements and the Contractor's assumption of the responsibility for all extenuating circumstances.

PART 3. EXECUTION

3.01 SUBMITTAL
A. The Contractor shall thoroughly review all shop and detail drawings, prior to submittal, to ensure coordination with other parts of the Work. The Contractor's failure to do this will be cause for rejection. Submittals shall bear the Contractor’s approval stamp and initials. Submittals shall be transmitted using the Contractor’s Submittal Review Request form. Each copy of each submittal shall use this form as a coversheet.

B. Shop and detail drawings shall be submitted in related packages. All equipment or material details that are interdependent or are related in any way must be submitted indicating the complete installation. Submittals shall not be altered once accepted for construction. Revisions shall be clearly marked and dated.

Major revisions must be resubmitted for review.

C. Allow a minimum of 10 working days for the Architects review of submittal packages. The Contractor’s schedule shall indicate the anticipated date of submittals and the required return date to the Contractor as necessary to comply with the schedule’s critical path.

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D. Components or materials that require shop drawings and that arrive at the job site prior to review of shop drawings shall be considered as not being made for this project and shall be subject to rejection and removal from the premises.

E. Maintain at least 1 complete set of accepted shop drawings and brochures on the job site for reference during construction.

F. The Owner will pay for the initial review of each submittal package. Subsequent reviews of the same submittal package(s), or sections therefrom, shall be paid for by the Contractor, at no charge to the Owner. For bidding purposes, the Contractor shall expect to pay the cost of the cursory review for Architect / Engineer to provide the Contractor with submittal acceptance criteria.

A cost to complete the acceptance criteria will depend upon the complexity of the submittal, and will be negotiated with the Contractor.

Situations that will initiate this charge condition to the Contractor include, but are not limited to the following:

1. Required submittals returned to Contractor for additional information in a category of amend and resubmit, or reject/resubmit.

2. “Or equal” or “substitution” submittals, without the specific rationale and details for the “or equal” or “substitution” submittals and/or that are returned to the Contractor for additional information in a category of amend and resubmit, or reject/resubmit.

3. Requests for information (RFIs) that do not provide the specific information needed by the Architect / Engineer to answer the RFI appropriately, necessitating a request to the Contractor for additional information from the Architect / Engineer or Owner.

3.02 SUBMITTALS STATUS
A. After the Architect / Engineer reviews each submittal, the documents will be returned to the Contractor with the review action. Possible review actions are defined as follows:

1. No Exceptions Taken. The Architect / Engineer has accepted the documentation subject to compatibility with possible later submittals or with additional documentation required to cover work requirements not covered in this submittal. This review action does not constitute approval of any variation in scope of work, which shall be formalized by separate correspondence.

2. Make Corrections Noted. Meaning is the same as above for "No Exceptions Taken," except that the Contractor must resolve and correct minor inconsistencies and errors, as noted. Formal re submittal for the Architects / Engineer’s review is not required unless so specified.

3. Amend and Resubmit. The Architect / Engineer has not accepted the submitted ELECTRIC SERVICE CENTER T.I. + FIRE DAMGE REPAIR PAGE 27 of 188 APPENDIX “A” - TECHNICAL SPECIFICATIONS

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material because of major inconsistencies, number of errors, or unauthorized departures from the Technical Specifications. The Contractor must resolve and correct all matters before re-submittal to the Architect / Engineer for review.

4. Reject/Resubmit. The Architect / Engineer has not accepted the submitted material because the submittal documents show nonconformance with Contract Plans and Technical Specifications in major respect–technical, administrative, or both. The Architect / Engineer will not conduct a detailed review due to the nonconformance.

END OF SECTION
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SECTION 01 40 00

QUALITY REQUIREMENTS

1. GENERAL

1.01 SECTION INCLUDES
A. Quality control and control of installation
B. Tolerances
C. References
D. Labeling
E. Testing and inspection services

1.02 QUALITY CONTROL AND CONTROL OF INSTALLATION
A. Monitor quality control of suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality.

B. Comply with manufacturer’s instructions, including each step in sequence.

C. Comply with specified standards as minimum quality for the Work except where tolerances, codes, or specified requirements that are more stringent indicate higher standards or workmanship that is more precise.

D. Perform Work by persons qualified to produce required and specified quality.

E. Verify that field measurements are as indicated on Shop Drawings or as instructed by manufacturer.

F. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, or disfigurement.

1.03 TOLERANCES
A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate.

B. Comply with manufacturer’s tolerances.

C. Adjust products to appropriate dimensions; position before securing products in place.

1.04 REFERENCES
A. For products or workmanship specified by association, trade, or other consensus standards, comply with requirements of standard, except when requirements that are more rigid are specified or required by applicable codes.

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B. Conform to reference standard by date of issue as indicated in Contract Documents, except where a specific date is established by code.

C. Obtain copies of standards where required by product specification sections.

D. When specified reference standards conflict with Contract Documents, request clarification from the Engineer before proceeding.

E. Contractual relationships and duties, responsibilities of parties in Contract and those of Engineer shall not be altered from Contract Documents by mention or inference otherwise in reference documents.

1.05 LABELING
A. Label Information: Include manufacturer's or fabricator's identification, approved agency identification, and the following information, as applicable, on each label.

1. Model number

2. Serial number

3. Performance characteristics

1.06 TESTING AND INSPECTION SERVICES
A. Owner will employ specified services of an independent firm to perform testing and inspection as requested by the Owner/Engineer.

1. Owner will pay for initial compaction testing of:
a. Installed trench backfill
b. Structural backfill
c. Asphalt concrete pavement
d. Aggregate base
e. Embankments

2. Contractor shall pay for testing when:
a. Additional tests and inspections by Owner’s testing firm are required because initial tests and inspections reveal failure to meet Contract requirements.
b. Excessive inspection time by Owner’s testing firm is required because of Contractor’s failure to provide sufficient workers or to pursue the progress of work properly.

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c. Test(s) are deemed necessary by the Owner/Engineer to evaluate any substitution proposed by the Contractor.
d. Testing and inspection are for the Contractor’s convenience. e. Testing and inspection overtime are necessitated by the Contractor’s schedule.
f. Sampling and testing are necessary to provide compliance with the requirements of the Specifications, including but not limited to:
(1) Design of Portland cement concrete mix
(2) Portland cement concrete aggregate
(3) Field compaction and control densities
(4) Moisture content of soils and base course
(5) Base and top course materials
(6) Pipe and structures bedding and backfill materials
(7) Pipe materials
(8) Concrete slump and compressive strength
(9) Asphalt concrete mix design
(10) Imported material (soil, drainage, fill, stabilization, etc.) (11) Pressure testing of piping systems
B. Testing, inspections, and source quality control may occur on or off project site.

Perform offsite testing as required by Engineer or Owner, and as required by individual Specification sections.

C. Reports will be submitted by independent firm to Engineer, Contractor, and County, indicating observations, results of tests, and compliance or noncompliance with Contract Documents.

Submit final report indicating correction of all Work previously reported as noncompliant.

D. Cooperate with independent firm; furnish samples of materials, design mix, equipment, tools, storage, safe access, and assistance by incidental labor as requested.

1. Notify Engineer and independent firm 24 hours prior to expected time for operations requiring services.

2. Make arrangements with independent firm and pay for additional samples and tests required for Contractor's use.

E. Testing and employment of testing agency or laboratory shall not relieve ELECTRIC SERVICE CENTER T.I. + FIRE DAMGE REPAIR PAGE 31 of 188 APPENDIX “A” - TECHNICAL SPECIFICATIONS

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Contractor of obligation to perform Work in accordance with requirements of Contract Documents.

F. Re-testing or re-inspection required because of non-conformance to specified requirements shall be performed by same independent firm on instructions by Engineer. Payment for re-testing or re-inspection will be charged to Contractor by deducting testing charges from Contract payment.

Responsibilities of Testing/Inspection Provider:

1. Test samples of mixes submitted by Contractor.

2. Provide qualified personnel at site. Cooperate with Owner/Engineer and Contractor in performance of services.

3. Perform specified sampling and testing of products in accordance with specified standards.

4. Ascertain compliance of materials and mixes with requirements of Contract Documents.

5. Promptly notify Owner/Engineer and Contractor of observed irregularity or non-conformance of Work or product.

6. Perform additional tests required by Owner/Engineer.

7. Attend pre-construction meetings and progress meetings, if requested by Owner/ Engineer.

H. Testing/Inspection Provider Reports: After each test, promptly submit copies of report to Engineer, Contractor, and County. When requested by Engineer, provide interpretation of test results. All reports shall include the following:

1. Date issued

2. Project title and number

3. Name of inspector

4. Date and time of sampling or inspection

5. Identification of product and specifications section

6. Location in Project

7. Type of inspection or test

8. Date of test

9. Results of tests

10. Conformance with Contract Documents
I. Limits On Testing Authority:

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1. Testing/Inspection Provider may not release, revoke, alter, or enlarge on requirements of Contract Documents.

2. Testing/Inspection Provider may not approve or accept any portion of the Work.

3. Testing/Inspection Provider may not assume duties of Contractor.

4. Testing/Inspection Provider has no authority to stop the Work.

2. PRODUCTS
–NOT USED

3. EXECUTION

3.1. EXAMINATION
A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent Work. Beginning new Work means Contractor’s acceptance of existing conditions.

B. Verify that existing substrate is capable of structural support or attachment of new Work being applied or attached.

C. Examine and verify specific conditions described in individual Specification sections.

D. Verify that utility services are available, of correct characteristics, and in correct locations.

3.2. PREPARATION
A. Clean substrate surfaces prior to applying next material or substance.

B. Seal cracks or openings of substrate prior to applying next material or substance.

C. Apply manufacturer-required or -recommended substrate primer, sealer, or conditioner prior to applying new material or substance in contact or bond.

END OF SECTION
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SECTION 01 41 00

REGULATORY REQUIREMENTS
PART 1. GENERAL

1.01 CONTRACTOR
A. Contractor at all times shall observe and comply with all federal and state laws, and lawful regulations issued thereunder, and local laws, ordinances and regulations, which in any manner affect the activities of the Contractor under this contract, and further, shall observe and comply with all orders or decrees as exist at present and those that may be enacted later by bodies or tribunals having any jurisdiction or authority over such activities of the Contractor.

B. All work shall conform to the 2019 editions of the California Building Code, California Residential Code, California Mechanical Code, California Plumbing Code, California Electrical Code, California Fire Code, California Energy Code, and California Green Building Standards Code, as minimum requirements, in addition to all applicable local amendments. All work shall conform to federal, state and local ADA regulations.

C. Contractor shall be responsible and liable for all accidents, damage, or injury to any person or property resulting from any activities, duties, and obligations of the Contractor under this contract for which the Contractor may be legally liable, and the Contractor shall hold harmless, and shall indemnify the Owner and its officers, employees, and agents against any and all claims, demands, loss, injury, damage, actions, and costs of actions whatsoever that they or any of them may sustain by reason of any act, omission, or neglect of Contractor or employees, agents, representatives, or assignees of Contractor in connection with the activities, duties, and obligations of the Contractor under this Contract.

D. The Contractor shall be responsible to pay any fine levied by a regulatory agency for violation resulting from non-compliance with a permit.

1.02 PERMITTING AGENCIES AND REQUIREMENTS
A. The following agencies have granted or are in the process of granting permits for this construction:

1. State Water Resources Control Board (SWRCB)

2. Building Services Department of the City of Ukiah

3. Planning & Community Development Department of the City of Ukiah

4. Mendocino County Air Quality Board
B. The Contractor shall comply with all requirements of the permits C. The Contractor shall obtain copies of the permits from the Owner, or from the ELECTRIC SERVICE CENTER T.I. + FIRE DAMGE REPAIR PAGE 34 of 188 APPENDIX “A” - TECHNICAL SPECIFICATIONS

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administrative agencies that issued the permits, and shall maintain copies of each relevant permit on site during construction.

PART 2. PRODUCTS
—NOT USED.

PART 3. EXECUTION
– NOT USED.

END OF SECTION
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SECTION 01 51 00

TEMPORARY UTILITIES, FACILITIES AND CONTROLS
PART 1. GENERAL

1.01 DESCRIPTION
A. This section covers the work necessary to move in personnel and equipment, and set up offices, and related facilities, necessary to prepare the work area for construction and protect existing facilities, historic structures and trees.

Temporary facilities and controls required for this work may include, but are not necessarily limited to:

1. Temporary utilities (such as, water, electricity, telephone, and cable/ internet)

2. Temporary Contractor construction staging area(s)

3. Sanitary facilities

4. Barriers and Enclosures

5. Tree Protection

6. Security

7. Temporary Controls (Noise, Vibration, Dust, Water, Pollution)

8. Site survey control
B. Related Work Described Elsewhere

1.02 SUBMITTALS
A. Temporary fencing materials
B. Temporary fencing plan.

C. Tree protection plan.

D. Plan for dust control measures at entry and/or interior.

PART 2. PRODUCTS

2.01 UTILITIES
B. Temporary Water
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1. Coordinate with Engineer for use of existing site water sources.

C. Temporary Electricity

1. Make all arrangements and pay all operating costs for electrical power, both temporary and permanent, used during construction, testing, and up to the time of the Engineer’s final acceptance.

2. Pay for all services associated with the temporary power.

E. Temporary Cable/Internet Service

1. Wifi service is available at the site. Coordinate with Owner for use of site internet.

2.02 TEMPORARY CONTRACTOR CONSTRUCTION STAGING AND CONSTRUCTION

OFFICES
A. The City may provide limited area adjacent to the work site for the Contractor’s use as temporary construction staging areas and/or construction office location.

It shall be the Contractor’s responsibility to determine the adequacy of the area made available by the City.

B. The Contractor shall not use the public right-of-way or public facilities for longterm staging or material storage. During the work day, the Contractor may use the work area for storage of project materials and equipment to be used during that day; however, at the end of the day, the work site shall be secured to prevent hazards to the public.

C. The Contractor's use of private property external to the easements or staging areas provided by the City for any purpose associated with this project will require a written agreement between the property owner and the Contractor. The City will provide an agreement at the pre-construction meeting for the Contractor to review and sign.

2.03 SANITARY FACILITIES
A. Furnish and install all required temporary toilet facilities for use of all workers; comply with all minimum requirements of the Health Department or other public agency having jurisdiction; maintain sanitary conditions at all times.

2.04 TEMPORARY BYPASS AND/OR SHUTOFF FOR WATER, SANITARY SEWER, AND

STORM SEWER
A. If in the course of the Work of this Project, it becomes necessary to bypass a portion of the existing piping systems or shutoff service to customers on a temporary basis, the Contractor shall notify the affected customers at least 72 hours before interrupting service by hand delivering notices. The Contractor shall ensure that all affected customers have been alerted to the planned ELECTRIC SERVICE CENTER T.I. + FIRE DAMGE REPAIR PAGE 37 of 188 APPENDIX “A” - TECHNICAL SPECIFICATIONS

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interruption in service.

B. The maximum time for water service interruption is 4 hours for residential properties. Commercial and industrial services may only be shut off during nonbusiness hours, and then for a maximum of 8 hours.

C. Temporary bypass of sanitary sewer or storm sewer requires a bypass plan to be submitted to the Owner and Engineer at least 10 working days in advance of the planned bypass. Owner will give written consent to the bypass plan before work can occur.

D. Contractor shall maintain all bypass facilities continuously and at all times.

2.05 BARRIERS AND ENCLOSURES
A. Contractor shall provide and maintain temporary enclosures to prevent public entry and to protect persons using buildings and portions of the Site and/or Premises, the public, and workers.

B. Contractors shall also protect the Work and existing facilities from the elements and adjacent construction and improvements, persons, and trees and plans from damage and injury from demolition and construction operations.

1. Contractor shall provide barriers to a minimum height of 4’-0” around existing historic buildings, historic structures and markers.

2. Damage to existing structures will be evaluated by an independent design professional and the cost of repair and/or replacement will be borne by the Contractor at no additional expense to the City.

C. Contractor shall provide site access to existing facilities for persons using portions of the Site and buildings and for deliveries and other services and activities.

D. Tree and Plant Protections:

1. Contractor shall preserve and protect existing trees and plans on the Premises that are not designated or required to be removed and those adjacent to Premises.

2. Contractors shall provide barriers to a minimum height of 4’-0” around the drip line of each tree and plant, around each group of trees and plants, as applicable, in the proximity of demolition and construction activities.

3. Contractor shall not park trucks, store materials, perform Work or cross over landscaped areas. Contractor shall not dispose of paint thinners, water from cleaning, plastering or concrete operations, or other deleterious materials in landscaped areas, storm drain systems, or sewers. Plant materials damaged as a result of the performance of the ELECTRIC SERVICE CENTER T.I. + FIRE DAMGE REPAIR PAGE 38 of 188 APPENDIX “A” - TECHNICAL SPECIFICATIONS

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Work shall, at the option of the City and at Contractor’s expense, either be replaced with new plant materials equal in size to those damaged or by payment of an amount representing the value of the damaged materials as determined by the City.

4. Contractor shall remove soil that has been contaminated during the performance of the Work by oil, solvents, and other materials which could be harmful to trees and plants and replace with good soil, at Contractor’s expense.

E. Excavation Around Trees:

1. Excavation within drip lines of trees shall be done only where absolutely necessary and confirmed in writing by Engineer.

2. Where trenching for utilities is required within drip lines, tunneling under and around roots shall be by hand digging and shall be approved by Engineer. Main lateral roots and taproots shall not be cut. All roots 2” diameter and larger shall be tunneled under and heavily wrapped with wet burlap so as to prevent scarring or excessive drying. Smaller roots that interfere with installation of new work may be cut with prior approval by Engineer. Roots must first be cut with a Vermeer, or equivalent root cutter prior to any trenching. When excavation for new construction is required within drip line of trees, hand excavation shall be employed to minimize damage to root system. Main lateral roots and taproots shall not be cut.

Roots 2” or smaller that interfere with installation of new work may be cut with prior approval by Engineer. Roots shall be cut approximately 6 inches back from new construction. Exposed roots shall not be allowed to dry out before permanent backfill is placed. Temporary earth cover shall be provided, or roots shall be wrapped with four layers of wet, untreated burlap and temporarily supported and protected from damage until permanently covered with backfill.

3. Accidentally broken roots shall be sawed cleanly 3” behind ragged end.

2.06 SECURITY
The Contractor shall be responsible for project security for materials, tools, equipment, supplies, and completed and partially completed Work.

2.07 TEMPORARY CONTROLS
The Contractor shall be responsible for project security for materials, tools, equipment, supplies, and completed and partially completed Work.

A. Noise and Vibration Control

1. Contractor acknowledges that adjacent facilities may remain in operation during all or a portion of the Work period, and it shall take all reasonable precautions to minimize noise as required by applicable laws and ELECTRIC SERVICE CENTER T.I. + FIRE DAMGE REPAIR PAGE 39 of 188 APPENDIX “A” - TECHNICAL SPECIFICATIONS

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Contract Documents

2. Notice of proposed noisy operations including without limitation, operation of pneumatic demolition tools, concrete saws, and other equipment shall the submitted to the Museum a minimum of twenty-four (24) hours in advance of their performance.

3. Equipment and Impact tools shall have intake and exhaust mufflers D. Dust and Dirt

1. Contractor shall conduct demolition and construction operations to minimize the generation of dust and dirt, and prevent dust and dirt from interfering with the occupied facilities.

2. Contractor shall periodically water exterior demolition and construction areas to minimize the generation of dust and dirt. Contractor shall ensure that all hauling equipment and trucks carrying loads of soil and debris shall have their loads sprayed with water or covered with a tarpaulin and/ or as otherwise required by local and State ordinance.

3. Contractor shall prevent dust and dirt from accumulating on walks, roadways, parking areas, planting, and from washing into sewer and storm drain lines.

2.08 SURVEY CONTROL
A. The Owner will provide construction control surveys. Contractor shall be responsible for maintaining line and grade, and protecting survey control points.

PART 3. EXECUTION

3.01 REMOVAL
A. Maintain all temporary facilities and controls as long as needed for the safe and proper completion of the Work; remove all such temporary facilities and controls as rapidly as progress of the Work will permit or as the Architect directs.

END OF SECTION
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SECTION 01 56 10

SITE AND AREA CLEANUP
PART 1. GENERAL

1.01 DESCRIPTION
A. Related Requirements Specified Elsewhere

1. These Specifications are in general agreement with permits issued by various governing authorities; however, the Contractor should check with the following agencies where facilities fall within their rights-of-way or jurisdiction.
a. City of Ukiah Public Works Department; City Engineer: 707-463-6280 b. North Coast Regional Water Quality Control Board: 707-576-2220 c. North Coast Unified Air Quality Management District: 707-443-3093

2. No burning allowed

3. Related Sections:

Section 01 10 00: Summary of Work
Section 01 57 23: Temporary Stormwater Pollution Control B. Maintain the site and general area free from accumulations of waste, debris, dust, and mud caused by Contractor's operations.

C. At completion of work, remove all waste materials, tools, equipment, machinery, and surplus materials; clean all exposed surfaces; leave property clean and ready for occupancy; leave all rights-of-way in a condition equal to that at the beginning of the Work.

PART 2. PRODUCTS

2.01 MATERIALS
A. Water for cleanup is available from the City. The Contractor shall refer to “Section 01 10 00: Summary of Work,” and contact the City before obtaining water from fire hydrants or other locations.

PART 3. EXECUTION

3.01 DURING CONSTRUCTION
A. Clean any affected buildings, grounds, streets, and public properties to ensure that they are maintained free from accumulation of waste materials, dust, mud, and debris.

B. Where required, wet down surfaces to control dust and prevent it from becoming ELECTRIC SERVICE CENTER T.I. + FIRE DAMGE REPAIR PAGE 41 of 188 APPENDIX “A” - TECHNICAL SPECIFICATIONS

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wind-borne or blowing to nearby businesses, residences, or public properties.

C. The Contractor shall keep all streets and sidewalks, as well as adjacent private properties, clean and free of dust, mud, and debris resulting from Contractor’s own operations. Conduct daily cleanup for the job’s duration, but take extra cleanup precautions before weekends and holidays. The Contractor’s daily cleanup shall include, but not be limited to, removing spoil along travelways; grading and vacuum sweeping surfaces initially where applicable; and later, water flushing with high-pressure sprays, avoiding any downstream contamination, in accordance with best management practices (BMPs) of the current National Pollutant Discharge Elimination System (NPDES) General Permit (No. CAS000002) for California, Order No. 2009-0009-DWQ, as amended by Orders Nos. 2010-0014-DWQ and 2012-0006-DWQ.

D. All non-hazardous or uncontaminated waste materials, debris, and rubbish shall be disposed of at sites to be chosen by Contractor. Prior to disposal on any private property, a letter of permission, approved by the Owner’s representative, allowing such disposal shall be obtained from the property owner and a copy, presented to the Engineer. At the completion of work, a letter from any affected property owner releasing the Contractor and Owner from future liability will be required.

E. If the Contractor does not properly clean up (in the opinion of the Architect), then the Owner shall have the option of using outside equipment to perform the work and will withhold the cost for such clean up from the Contractor.

Also see “Part I: Contract Documents” or “Part II: General Provisions” for any withholds that may be retained when cleanup on the part of the Contractor is found to be lacking.

3.02 CLEANING
A. Schedule cleaning operations so that dust and other contaminants resulting from cleaning process will not fall on wet, or newly painted surfaces.

3.03 FINAL CLEANING
A. Where earth moving, trenching, or piping operations are concerned, the Contractor shall remove all waste materials, rubbish, tools, equipment, machinery, and all surplus materials and clean all exposed surfaces, leaving the entire project area clean and suitable for public use.

B. Remove all dust, mud, spoils, and construction debris from all roadways, ditches, shoulders, and private property (except fills or spoils placed on private property with the property owner's written permission).

C. Contractor should especially note that prior to final paving, all areas where paving will be cut and matched (where overlay paving will be installed or where new paving meets existing paving) must be washed clean with no trace of dust or mud cakes remaining. END OF SECTION
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SECTION 01 73 29

CUTTING AND PATCHING REQUIREMENTS
PART 1 - GENERAL

1.01 DESCRIPTION
A. Requirements and procedural requirements for cutting and patching, including:

1. Cutting and patching not required to be performed as part of the Work specified in other Sections.

2. Cutting and patching existing construction altered or disturbed to accommodate new construction.

3. Cutting and patching existing construction damaged or defaced during new construction as required to restore to existing or better condition at the time of award of Contract.

4. Cutting and patching required to:
a )Install or correct non-coordinated Work.
b) Remove and replace defective and non-conforming Work. c) Remove samples of installed Work for testing.

B. Refer to other Sections and drawings for specific requirements of the extent and limitations applicable to cutting and patching, demolishing, or altering existing construction of individual parts of the Work.

1. Requirements of this Section also apply to plumbing mechanical and electrical installations. (Refer to Division-22, Division 23 and Division-26 Sections for other requirements and limitations applicable to cutting and patching plumbing, mechanical and electrical installations).

1.02 RELATED SECTIONS
A. Section 01 11 00 - Summary of the Work
B. Section 01 56 00 - Temporary Barriers and Enclosures: Dust-control barriers at cutting and patching locations.

C. Section 01 74 00 - Cleaning Requirements: Cleaning after cutting and patching Work.

D. Section 02 41 16 - Demolition and Disposal: Cutting and removal of existing construction.

1.03 SUBMITTALS

A. Written Requests for Cutting and Alteration: Coordinate with requirements specified in [Section 02 41 16 - Demolition and Disposal]
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1. Contractor shall submit written request in advance of cutting or alteration which affects:
a. Structural integrity of any element of new or existing construction. b. Integrity of weather-exposed or moisture-resistant elements. c. Efficiency, maintenance, or safety of operational elements.d. Visual qualities of elements exposed to view in the completed construction. e. Work by University's construction forces or by others under separate contract with University.
f. Existing construction not otherwise indicated to be revised by Work under the Contract.

2. Contractor shall include in requests for cutting and alteration:
a. Identification of Project.
b. Location and description of affected Work. Include shop drawings as necessary to identify locations and communicate descriptions.
c. Explanation of necessity for cutting and patching.
d. Description of proposed Work and products to be used. e. Alternatives to cutting and patching.
f. Effect on existing construction.

3. Contractor shall indicate date and time cutting and patching Work will be performed, including duration.

4. Contractor shall describe the extent of cutting and patching required and how it is to be performed.

5. Contractor shall describe anticipated results in terms of changes to existing construction; include changes to structural elements and operating components as well as changes in the building's appearance and other significant visual elements.

6. Contractor shall list products to be used and firms or entities that will perform work.

7. Contractor shall list utilities that will be disturbed or affected, including those that will be relocated and those that will be temporarily out-of-service. Contractor shall indicate how long service will be disrupted.

8. Where cutting and patching involves addition of reinforcement to structural elements, Contractor shall submit details to show how reinforcement is integrated with the original structure.

9. Approval by the Architect to proceed with cutting and patching does not waive the Architect's right to later require complete removal and replacement of a part of the Work found to be unsatisfactory.

1.04 QUALITY ASSURANCE
A. Requirements for Structural Work: Contractor shall not cut and patch structural elements in a manner that would reduce their load-carrying capacity or load-deflection ratio.

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1. Contractor shall obtain approval from the Architect of the cutting and patching proposal before cutting and patching the following structural elements:

Bearing and retaining walls
Structural concrete
Structural steel
Lintels
Timber and primary wood framing
Structural decking
Stair systems
Miscellaneous structural metals
Equipment supports
Piping, ductwork, vessels and equipment
B. Operational and Safety Limitations: Contractor shall not cut and patch operating elements or safety-related components in a manner that would result in reducing their capacity to perform as intended, or result in increased maintenance, or decreased operational life or safety.

1. Contractor shall obtain approval of the cutting and patching proposal before cutting and patching the following operating elements or safety-related systems:

Primary operational systems and equipment
Air or smoke barriers
Water, moisture, or vapor barriers
Membranes and flashings
Fire protection systems
Noise and vibration control elements and systems
Control systems
Communication systems
Electrical wiring systems
C. Visual Requirements: Contractor shall not cut and patch construction exposed on the exterior or in occupied spaces, in a manner that would, in the Architect's opinion, reduce the building's aesthetic qualities, or result in visual evidence of cutting and patching.

Contractor shall remove and replace work cut and patched in a visually unsatisfactory manner.

D. If possible Contractor shall retain the original installer or fabricator throughout construction phases to cut and patch the following categories of exposed work, or if it is not possible to engage the original installer or fabricator, Contractor shall engage another recognized experienced and specialized firm:

Concrete finishes
Masonry
Stucco and ornamental plaster
Acoustical ceilings
Painting
Wall covering
HVAC enclosures, cabinets or covers
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PART 2 - PRODUCTS

2.01 PATCHING MATERIALS
A. Patching Materials, General: As required for original installation and to match surrounding construction.

1. Contractor shall provide same products or types of construction as that in existing structure, as needed to patch, extend or match existing.

2. Generally the Contract Documents will not define products or standards of workmanship present in existing construction; Contractor shall determine products by inspection and necessary testing, and determine quality of workmanship by using existing as a sample for comparison.

3. The presence of a product, finish, or type of construction requires that patching, extending or matching shall be performed as necessary to make work complete and consistent with identical standards of quality.

B. Patching at Paving: At Portland cement concrete (PCC) paving, Contractor shall use concrete mix with maximum 3/8-inch aggregate and minimum 3000 psi 28-day compressive strength. Contractor shall provide dowels to existing paving with min. 6” penetration into existing surface and reinforce new paving with minimum No. 3 reinforcing steel bars at 16-inches on center each way placed in the vertical center of the slab. Welded wire fabric reinforcement will not be acceptable.

1. All PCC paving shall be cut and patched from score line to score line and shall match as closely as possible in color and texture of the adjacent finish.

C. Patching of Building Finish Materials: Contractor shall match existing products and finishes. Contractor shall confirm colors, patterns and textures with Architect. Contractor shall custom cut new materials to fit and to match joint patterns with existing materials.

D. Product Substitutions: For each proposed change in materials, Contractor shall submit request for substitution under provisions of Section 01 61 00 - Basic Product Requirements.

PART 3 - EXECUTION

3.01 EXAMINATION
A. Examination, General: Before cutting existing surfaces, Contractor shall examine surfaces to be cut and patched and conditions under which cutting and patching is to be performed. Contractor shall take corrective action before proceeding, if unsafe or unsatisfactory conditions are encountered. Contractor shall inspect existing conditions prior to commencing Work, including elements subject to damage or movement during cutting and patching.

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1. Before proceeding, Contractor shall meet at the site with parties involved in cutting and patching, including asbestos abatement, mechanical and electrical trades.

Contractor shall review areas of potential interference and conflict. Contractor shall coordinate procedures and resolve potential conflicts before proceeding.

2. Beginning of cutting or patching shall be interpreted to mean that existing conditions were found by Contractor to be acceptable.

3. After uncovering existing Work, Contractor shall inspect conditions affecting proper accomplishment of Work.

3.02 PREPARATION
A. Temporary Supports: Contractor shall provide supports to ensure structural integrity of the Work. Contractor shall provide devices and methods to protect other portions of Project from damage.

B. Protection: Contractor shall protect existing construction during cutting and patching to prevent damage. Contractor shall provide protection from adverse weather conditions for portions of the Project that might be exposed during cutting and patching operations.

C. Contractor shall avoid interference with use of adjoining areas or interruption of free passage to adjoining areas.

D. Contractor shall take all precautions necessary to avoid cutting existing pipe, conduit or ductwork serving the building, but scheduled to be removed or relocated until provisions have been made to bypass them.

E. Weather Protection: Contractor shall provide protection from elements for areas which may be exposed by uncovering Work. Contractor shall maintain excavations free of water.

3.03 CUTTING AND PATCHING
A. Cutting and Patching, General: Contractor shall execute cutting, fitting, and patching, excavation and fill, as necessary to complete the Work. Contractor shall employ skilled workers to perform cutting and patching. Contractor shall proceed with cutting and patching at the earliest feasible time and complete without delay.

Contractor shall:

1. Coordinate installation or application of products for integrated Work. Avoid having to cut and patch new substrates and finishes.

2. Uncover completed Work as necessary to install or apply products out of sequence.

3. Cut, remove and replace defective and non-conforming Work.

4. Cut and patch as necessary to provide openings in the Work for penetration of plumbing, fire protection,HVAC and electrical Work.5.

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5. Where partitions are removed, patch floors, walls, and ceilings with finish materials to match existing.
a. Where removal of partitions results in adjacent spaces becoming one, re-work floors and ceilings to provide smooth and clean planes without breaks, steps, or bulkheads.
b. Where extreme change of plane of one inch or more occurs, request instructions from Architect as to method of making transition.

6. Trim and refinish existing doors as necessary to clear new floor finishes.

7. By-pass utility services such as pipe or conduit, before cutting, where services are shown or required to be removed, relocated or abandoned. Cut-off pipe or conduit in walls or partitions to be removed. Cap, valve or plug and seal the remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after by-passing and cutting. Update as-built set with photographs or notations for the actual conditions.

B. Cutting: Contractor shall:

1. Cut existing construction using methods least likely to damage elements to be retained or adjoining construction. Where possible review proposed procedures with the original installer; comply with the original installer's recommendations. Provide appropriate surfaces to receive final finishing. It is recommended to photograph the existing condition prior to cutting. This photo record shall serve as the pre-cut condition for comparison to the final patched outcome.

2. Execute cutting and patching of weather-exposed, moisture-resistant elements and surfaces exposed to view by methods to preserve weather, moisture and visual integrity.

3. Cut rigid materials using carbide tip saw blades, diamond grit abrasive saw blades, diamond core drills and hole saws, and similar cutters for smooth edges. Do not overcut corners.
a. Core drill holes through concrete and masonry.
b. Pneumatic tools will not be allowed without prior approval.

4. Provide fire and smoke seals at new penetrations to maintain fire rating at all penetrations.

5. Confirm and comply with all Asbestos and lead containing/based paint remedial procedures listed in Section 01 35 01 – Hazardous Material Procedures prior to any disturbance of any existing material.

C. Patching: Contractor shall patch with durable seams that are as invisible as possible.

Contractor shall comply with specified tolerances. Contractor shall restore substrates and finishes with products to match existing construction and as specified in product Sections of the Specifications for new construction. Contractor shall:

1. Where feasible, inspect and test patched areas to demonstrate integrity of the installation.

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2. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing.

3. Where removal of walls or partitions extends one finished area into another, patch and repair floor and wall surfaces in the new space to provide an even surface of uniform color and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary to achieve uniform color and appearance. a. Where patching occurs in a smooth painted surface, extend final paint coat over entire unbroken containing the patch, after the patched area has received primer and second coat.

4. Patch, repair or re-hang existing ceilings as necessary to provide an even plane surface of uniform appearance.

5. Finish surfaces flush and textured to match surrounding finishes.

6. Fit work neat and tight allowing for expansion and contraction.

7. Butt new finished to existing exposed structure, pipes, ducts, conduit, and other penetrations through surfaces.

D. Finishing: Contractor shall refinish surfaces to match adjacent and similar finishes as used for the Project.

1. For continuous surfaces, Contractor shall refinish to nearest intersection or natural break.

2. For an assembly, Contractor shall refinish entire unit.

E. Penetrations at Fire-Rated Construction: At penetrations of fire rated walls, partitions, ceiling, or floor construction, Contractor shall completely seal voids with firestopping and smoke seal material in compliance with an applicable UL-listed assembly, to full thickness of the penetrated element.

F. Restoration and Finishing: Contractor shall finish surfaces to match adjacent and similar finishes as used for the Project.

1. Contractor shall restore Work with new products as specified in individual product Specifications Sections in Divisions 07 and 09.

2. Contractor shall patch and replace any portion of an existing finished surface which is found to be damaged, lifted, discolored, or shows other imperfections, with matching material. Contractor shall:
a. Provide adequate support of substrate prior to patching the finish. b. Refinish patched portions of painted or coated surfaces in a manner to produce uniform color and texture over the entire surface.
c. When existing surface finish cannot be matched, refinish entire surface to nearest intersections.

G. Transition from Existing to New Construction:

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1. When new work abuts or finishes flush with existing work, Contractor shall make a smooth and clean transition. Contractor shall patched work shall match existing adjacent work in texture and appearance so that the patch or transition is invisible at a distance of five feet.

2. When finished surfaces are cut in such a way that a smooth and clean transition with the new work is not possible, Contractor shall notify Architect. Contractor shall terminate existing surface in a neat manner along a straight line at a natural line of division, and provide trim appropriate to finished surface, or as otherwise directed by Architect.

3.4 CLEANING
A. Cleaning: Contractor shall thoroughly clean areas and spaces where cutting and patching is performed or used as access. Contractor shall remove completely paint, mortar, oils, putty and items of similar nature. Contractor shall thoroughly clean piping, conduit and similar features before painting or other finishing is applied. Contractor shall restore damaged pipe covering to its original condition.

END OF SECTION
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SECTION 02 41 16

DEMOLITION AND DISPOSAL
PART 1. GENERAL

1.01 SUMMARY
A. Exterior demolition, removal and salvage of indicated materials.

1.02 SUBMITTALS
A. Submit List of Salvage Items. List to include quantity to be salvaged and place of stockpile or storage. Engineer to approve List prior to beginning demolition and salvage operations.

B. Shop Drawings: Indicate demolition and removal sequence and location of salvageable items; and location and construction of barricades, fences, and temporary work.

1.03 CLOSEOUT SUBMITTALS
A. Section 01 70 00: Execution and Closeout Requirements: Requirements for submittals.

B. Project Record Documents: Accurately record actual locations of capped utilities.

1.04 QUALITY ASSURANCE
A. Conform to applicable code for demolition of structures, safety of adjacent structures, dust control, runoff control, disposal, and safety.

B. Obtain required permits from authorities having jurisdiction.

C. If the Contractor or any of the Contractor’s agents or employees encounters or discovers materials that appear (by visual or olfactory inspection) to contain regulated or hazardous materials (as defined by the California Environmental Protection Agency) during the performance of the Work, the Contractor shall inform the Architect immediately and suspend work in the affected area until the Architect has inspected the location and materials in question. If it becomes necessary to undertake remediation, the Architect will give written notice to suspend work in the affected area until the proper course of has been determined. Operations in the affected area shall be resumed only upon written notice by the Architect.

1.05 SEQUENCING
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Section 01 10 00: Summary: Requirements for sequencing

1.06 SCHEDULING
A. Section 01 30 00: Administrative Requirements: Requirements for scheduling.

B. Schedule Work to precede site excavation work.

C. Describe demolition removal procedures and schedule.

1.06 PROJECT CONDITIONS
A. Buildings indicated to be demolished will be vacated before start of Work.

B. Owner assumes no responsibility for actual condition of buildings to be demolished.

C. Maintain existing sidewalks to greatest extent possible.

PART 2. PRODUCTS

2.01 FILL MATERIALS
A. Fill Material: material used to fill and/or cap underground pipes and structures.

1. Slurry cement backfill shall be in conformance with “Section 19-3.02D:

Slurry Cement Backfill” of the Caltrans Standard Specifications and shall consist of a fluid, workable mixture of aggregate, cement, and water. Slurry cement backfill shall be 2-sack mix, containing 188 pounds of Portland cement per cubic yard of material.

2. Other fill material as approved by the Engineer and City.

PART 3. EXECUTION

3.01 SITE INSPECTION
A. Prior to any demolition work, carefully inspect the site and determine the extent of work involved.

B. Report any discrepancy to the Architect / Engineer immediately.

3.02 SHORING AND BRACING
Provide any temporary shoring or bracing that may be required during demolition. Refer to “Section 31 50 00: Excavation Support and Protection.”

3.03 SAFETY
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A. All Work shall conform to pertinent OSHA regulations and to other state and local codes
as applicable.

3.04 EXAMINATION
A. Examine existing buildings indicated to be demolished before demolition.

B. Determine where removals may result in structural deficiency or unplanned building collapse during demolition. Coordinate demolition sequence and procedures to prevent structures from becoming unstable.

C. Determine where demolition may affect structural integrity or weather resistance of adjacent buildings indicated to remain.

1. Identify measures required to protect buildings from damage.

2. Identify remedial work including patching, repairing, bracing, and other work required to leave buildings indicated to remain in structurally sound and weathertight and watertight condition.

D. Verify hazardous material abatement is complete before beginning demolition.

3.05 PREPARATION
A. Call USA North Information service at 1-800-227-2600 not less than 2 working days before performing Work.

Request underground utilities to be located and marked within and surrounding construction areas.

B. Notify affected utility companies before starting work and comply with utility's requirements.

C. Do not close or obstruct roadways, sidewalks, or hydrants without permits.

D. Erect, and maintain temporary barriers and security devices, including warning signs and lights, and similar measures, for protection of the public, Owner, and existing improvements indicated to remain.

E. Protect existing landscaping materials, trees, appurtenances, structures, and piping indicated to remain.

F. Prevent movement or settlement of adjacent structures. Provide bracing and shoring.

3.06 DEMOLITION REQUIREMENTS
A. Use of explosives is not permitted.

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B. Conduct demolition to minimize interference with adjacent structures.

C. Cease operations immediately when adjacent structures appear to be in danger. Notify Engineer. Do not resume operations until directed.

D. Conduct operations with minimum interference to public or private accesses to occupied adjacent structures. Maintain protected egress and access from adjacent structures at all times.

E. Obtain written permission from adjacent property owners when demolition equipment will traverse, infringe upon, or limit access to their property.

F. Sprinkle Work with water to minimize dust. Provide hoses and water connections required for this purpose.

3.07 DEMOLITION
A. Disconnect and cap designated utilities to extents shown on Plans. Identify utilities at termination of demolition. Record termination or capped location on Record Documents.

B. Break up concrete slabs-on-grade to permit natural moisture drainage.

C. Remove materials to be re-installed or retained in manner to prevent damage.

Store and protect in accordance with requirements of “Section 01 60 00:

Product Requirements.”
D. Rough grade and compact areas affected by demolition to maintain site grades and contours.

E. Continuously clean-up and remove demolished materials from site. Do not allow materials to accumulate in buildings or on site.

F. Do not burn or bury materials on site. Leave site in clean condition.

G. Demolition shall include the removal and disposal of all material to a suitable, approved offsite location. All demolished material shall become the property of the Contractor.

H. Materials to be salvaged shall be delivered to location specified by City, as directed.

END OF SECTION
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SECTION 02 41 19

SELECTIVE INTERIOR DEMOLITION
PART 1 - GENERAL

1.01 WORK INCLUDED
A. The demolition and removal of the existing construction to the extent indicated on the Drawings.

B. Disconnecting, capping or sealing, and removing of rough plumbing & electrical serving areas to be demolished.

C. Contractor’s post-Demolition Survey.

1.02 RELATED SECTIONS
A. Summary of Work: Section 01 11 00
B. Temporary Facilities and Controls: Section 01 50 00

1.03 DEFINITION
B. Remove: Detach items from existing structure and legally dispose of them off-site unless indicated to be removed and salvaged or recycled.

B. Salvage: Detach items from existing structure. Protect from damage and store for reuse on the Work – or – detach items from existing construction and deliver to Owner.

C. Existing to Remain: Existing items of construction that are not to be removed and that are not otherwise indicated to be removed, removed and salvaged, or recycled.

Protect from damage.

1.04 SUBMITTALS
A. Procedures: In accordance with Section 01 33 00, “Submittal Procedures.” B. Quality Control:

1. Qualification data for specialty demolition firm: Submit experience by project name, address, and contact reference with telephone number.

2. Landfill Records: Indicate receipt and acceptance of hazardous wastes by a landfill facility licensed to accept hazardous wastes.

3. Receipts for recycled materials that include name of licensed recycling company, dollar value, and date.

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4. The Contractor shall submit a post Demolition Survey detailing all critical dimensions in coordination with the Architect and Owner.

1.06 QUALITY ASSURANCE
A. Qualifications: Demolition shall be performed by an experience firm that has specialized in demolition work similar in material and extent to that indicated for this project.

B. Regulatory Requirements:

1. Comply with governing EPA notification regulations before beginning demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

2. Comply with CalGreen Section 5.408, Nonresidential Mandatory Measures for Construction Waste Reduction by submitting a Construction Waste Management Plan, or complying with local construction or demolition waste management standards, whichever is more stringent.

3. Certifications: Obtain and pay for any necessary permits from governing authorities.

C. Standards: Comply with ANSI A10.6 and NFPA 241.

D. Pre-demolition Conference: Conduct conference at Project site. Review methods and procedures related to building demolition including, but not limited to, the following:

1. Inspect and discuss condition of construction to be demolished.

2. Review structural load limitations of existing structure.

3. Review and finalize Demolition Plan and verify availability of demolition personnel, equipment, and facilities needed to make progress and avoid delays.

4. Review and finalize protection requirements including temporary dust barriers required to safely enclose Construction zone and protect Owner staff and guests from Construction activities.

1.07 PROJECT CONDITIONS
A. Promptly repair damage caused by demolition operations to existing structure, finishes, and facilities to remain at no cost to the Owner.

1.08 TRAFFIC
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interference with driveways, walks, and adjacent occupied or used facilities and portions of the Building. Do not close or obstruct driveways, walks or other occupied or used facilities without permission from Owner.

1.09 UTILITY SERVICES
A. Shutting off and disconnection of utilities serving areas to be demolished shall be performed by scheduled shutdowns only. Coordinate with owner with minimum of 3 days notification.

B. Maintain existing utilities, including fire and life safety, serving other areas of the building and indicated to remain. Keep in service, and protect against damage during demolition operations.

C. Do not interrupt existing utilities serving adjacent occupied or used facilities except when authorized in writing by Architect/Owner.

D. Provide temporary services during interruptions to existing utilities as acceptable to the Architect/Owner.

E. Contractor shall verify that utilities are properly disconnected and sealed before starting demolition operations.

PART 2 – PRODUCTS
- NOT USED
PART 3 - EXECUTION

3.01 EXAMINATION
A. Survey existing conditions and correlate with requirements indicated to verify extent of demolition required.

B. Inventory and record the condition of any items required to be removed and salvaged.

C. When unanticipated mechanical, electrical, or structural elements are encountered, investigate and measure the nature and extent of the element. Promptly submit a written report to Architect and Owner.

3.02 PREPARATION
A. Existing Utilities: Locate, identify, disconnect, and seal or cap off indicated utilities serving the areas to be demolished.

1. Arrange to shut off indicated utilities.

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completed.

3.03 REMOVED AND SALVAGED ITEMS
A. When required by the Drawings or specified and when so directed to be salvaged, remove item to be salvaged in the most careful manner possible to avoid damage; and if damaged, such items shall be restored to conditions satisfactory to the Architect.

B. If there are items to be removed and salvaged by Contractor prior to commencement of general demolition operations, they are identified on the Drawings.

C. Comply with the following:

1. Clean salvaged items of dirt and demolition debris. Remove all fasteners and finishes unless noted otherwise.

2. Pack or crate items after cleaning. Identify contents of containers.

3. Store items in a secure area until re-use in the Work.

4. Protect items from damage during transport and storage.

5. Cut, mill, sand, and otherwise prepare salvaged wood items as required for reuse.

D. Materials to be removed and not reused or salvaged shall become the property of the Contractor, who shall be responsible for their timely removal from the Project site and their legal disposal.

3.04 PROTECTION
A. Existing Facilities: Protect adjacent areas of the building, walkways, and other facilities during demolition operations.

B. Temporary Protection: Comply with requirements in Section 01 11 00, “Summary of Work.”
C. Protect walls, windows, signage, roofs, mechanical equipment and other adjacent interior and exterior construction that are to remain and that are exposed to building demolition operations.

D. Provide necessary temporary partitions, enclosure coverings, and the like for confining dust, noise, and debris to areas of the building in which demolition and/or alterations are being performed.

E. See additional requirements specified in Section 01 50 00, “Temporary Facilities and Controls.”

3.05 DEMOLITION
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A. Use methods required to complete the Work within limitations of governing regulations and as specified.

B. Perform surveys as the Work progresses to detect hazards that may result from demolition activities.

C. Conduct demolition and debris-removal operations to ensure minimum interference with adjacent occupied and used facilities, driveways, parking areas and walks.

D. Comply with governing environmental-protection regulations.

3.06 REPAIRS
A. Promptly repair damage to adjacent construction caused by demolition operations.

B. Where repairs to existing surfaces are required, patch to match adjacent surface conditions.

C. Restore exposed finishes of patched areas and extend restoration into adjoining construction in a manner that eliminates evidence of patching and refinishing.

3.07 RECYCLING DEMOLISHED MATERIALS
A. The recycling of demolition materials is encouraged and must comply with County of Ukiah Ordinances and any other regulations applicable to the site and building location.

B. Separate recyclable demolished materials from other demolished materials to the maximum extent possible. Separate recyclable materials by type.

C. Provide containers or other storage method for controlling recyclable materials until they are removed from Project site.

D. Transport recyclable materials off Owner’s property and legally dispose of them.

Owner’s existing recycling facilities are not available for use by the Contractor.

E. Submit receipts for recycled and disposed materials as specified in Part 1.

3.08 DISPOSAL OF DEMOLISHED MATERIALS
A. Except for items or materials indicated to be recycled, salvaged, or otherwise indicated to remain Owner’s property, remove demolished materials from Project site and legally dispose of them in an EPA-approved landfill. Owner’s existing refuse collection facilities are not available for use by the Contractor.

B. Do not allow demolished materials for accumulate in the building.

C. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

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D. Submit receipts for disposed materials as specified in Part 1.

3.09 CLEANING
A. Clean adjacent surfaces and improvements of dust, dirt, debris caused by demolition operations. Return adjacent areas to condition existing before building demolition operations began.

3.10 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including Division 01 Specification Sections, apply to this Section.

END OF SECTION
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SECTION 03 20 00

REINFORCING STEEL
PART 1 GENERAL

1.01 SCOPE
A. The work included under this section consists of furnishing all material, supplies, equipment, tools, transportation, and facilities, and performing all labor and services necessary for, required in connection with, or properly incidental to furnishing and installing all reinforcing bars, ties, spacing devices, inserts, and all other material required to complete installation, as described in this section of the specifications, shown on the accompanying Plans, or reasonably implied therefrom.

B. Work Included:

1. Fabrication and installation of all reinforcing steel for cast-in-place concrete

2. Fabrication of reinforcing steel dowels to be embedded in existing concrete and existing masonry

1.02 RELATED WORK
A. Section 03 30 00: Cast-in Place Concrete

1.03 REFERENCES
A. American Society for Testing and Materials-International (ASTM):

ASTM A82: Specification for Cold-Drawn Steel Wire for Concrete Reinforcement
ASTM A185: Specification for Welded Steel Wire Fabric for Concrete Reinforcement
ASTM A615: Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement
B. Concrete Reinforcing Steel Institute (CRSI):

CRSI: Manual of Standard Practice

1.04 CODES AND STANDARDS
C. Comply with all applicable federal, state, and local code and safety regulations.

D. Comply with the provisions of the following American Concrete Institute (ACI) codes, specifications, and standards, except where requirements that are more stringent are shown or specified.

ACI 315: Details and Detailing of Concrete Reinforcement, latest edition ACI 318: Building Code Requirements of Reinforced Concrete, latest ELECTRIC SERVICE CENTER T.I. + FIRE DAMGE REPAIR PAGE 61 of 188 APPENDIX “A” - TECHNICAL SPECIFICATIONS

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edition
E. Comply with the provisions of the following American Welding Society (AWS) codes, specifications, and standards, except where requirements that are more stringent are shown or specified.

AWS D1.4: Structural Welding Code- Reinforcing Steel, latest edition

1.05 SAMPLING, TESTING, AND INSPECTION
A. All materials and work shall be subject to inspection at the mill, the fabrication shop, and at the building site. Material or work quality not complying fully with the Plans, and/or Specifications will be rejected.

B. If the Engineer, through oversight or otherwise, has accepted material or work that is defective or contrary to the Specifications, this material or work, regardless of state of completion, may be rejected.

C. The Contractor shall cooperate with and notify the Engineer at least 24 hours in advance of inspections required and shall provide samples, test pieces, and facilities for inspection without extra charge.

D. The Contractor shall identify each lot of fabricated reinforcing steel to be shipped to the site by assigning an individual lot number that identifies steel by heat number and shall be tagged in such a manner that each such lot can be accurately identified at the job site.

E. The Contractor shall remove all unidentified reinforcing steel, anchorage assemblies, and bar couplers received at the site.

1.06 SUBMITTALS
A. Submit shop drawings in accordance with “Section 01 33 00: Submittal Procedures.”
B. Indicate bar materials and size, spacing, locations, and quantities of reinforcing steel, bending and cutting schedules, and supporting and spacing devices.

1.07 OTHER
A. Store reinforcement during fabrication and at site to avoid excessive rusting or coating with grease, oil, dirt, or other objectionable materials.

B. Coordinate work with all trades so that it does not to interfere with the work of other trades. Bring interferences between trades to Engineer's attention and resolve before any concrete is placed.

PART 2 MATERIALS

2.01 REINFORCING
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A. Bars for reinforcement shall be deformed, intermediate grade steel conforming to the requirements of ASTM A615, Grade 60, including Supplement S1.

2.02 ACCESSORY MATERIALS
A. All wire for concrete reinforcement shall conform to "Specifications for ColdDrawn Steel Wire for Concrete Reinforcement," ASTM A82.

B. All wire fabric for concrete reinforcement shall conform to "Specification for Welded Steel Wire Fabric for Concrete Reinforcement,” ASTM A185.

C. All other materials, not specifically described by these Specifications but required for complete and proper placement of reinforcement shall be new, first quality of their respective kinds, and subject to the approval of the Engineer.

2.02 FABRICATION
A. Bends for reinforcing steel shall be made in accordance with ACI 318 latest edition. Bend all bars cold.

B. Bars shall not be cut by gas torch.

PART 3 EXECUTION

3.01 PLACEMENT
A. Prior to all work of the section, carefully inspect the installed work of other trades and verify that all work is sufficiently complete to permit the start of work under this section and that the completed work of this section will be in complete accordance with the original design and the reviewed shop drawings. In the event of discrepancy, immediately notify the Engineer in writing.

B. In the event conduits, pipes, inserts, sleeves, or any other items interfere with placing the reinforcement as indicated on the Plans or approved shop drawings, or as otherwise required, immediately notify the Engineer and obtain approval of procedure before placement of reinforcement is started.

Do not field-bend reinforcing steel in a manner that will injure material, cause the bars to be bent on too tight a radius, or that is not indicated as allowed on Plans or permitted by Engineer. Do not straighten bent or kinked bars for use on project without permission of Engineer. Replace bars with kinks or bends not shown on the Plans.

C. All reinforcement shall be placed in strict conformity with the requirements of the engineering drawings as to location, position, and spacing of members. It shall be supported and secured against displacement by the use of adequate and proper wire supporting and spacing devices, tie wires, etc. so that it will remain in its proper position in the finished structure.

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diameter of round bars. In no case shall the clear distance be less than 1. inches or less than 1⅓ times the maximum size of aggregate for concrete. Bars placed in shotcrete shall have a minimum clearance between bars of 2. inches for No. 5 and smaller and six bar diameters for bars larger than No. 5.

Lap splices shall be contact lap splices in accordance with ACI 318 unless noted otherwise on the Contract Plans. Bars shall be wired together at laps. Wherever possible, stagger splices in adjacent bars. Make all splices in wire fabric at least

1. meshes or 12 inches wide, whichever is greater. When splicing in areas to receive shotcrete, lap splices shall be non-contact with at least 2 inches clearance between bars.

E. Take all means necessary to ensure that steel reinforcement, at the time concrete is placed around it, is completely free from rust, dirt, loose mill scale, oil, paint, and all coatings that will destroy or reduce the bond between steel and concrete.

F. The Contractor shall notify the Engineer at least 24 hours in advance of when inspections are required.

END OF SECTION
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SECTION 03 30 00

CAST-IN-PLACE CONCRETE
PART 1 - GENERAL

1.01 SUMMARY
A. This Section includes cast-in-place concrete, including preparation, base courses, form work, reinforcement, concrete materials, mix design, placement procedures and finishes.

1.03 SUBMITTALS
A. Product Data: For each manufactured material and product indicated.

B. Design Mixes: For each concrete mix indicated.

C. Shop Drawings: For steel reinforcement.

D. Samples for integral concrete color selection.

E. Samples for Detectable Warning Paving

1.04 QUALITY ASSURANCE
A. Manufacturer’s Qualifications: A firm experienced in manufacturing ready-mixed concrete products complying with ASTM C94 requirements for production facilities and equipment.

B. Contractor’s Qualifications, three (3) years minimum experience in installing decorative concrete paving.

C. Concrete certified according to NRMCA’s “Certification of Ready Mixed Concrete Production Facilities.”
D. ACI Publications: Comply with the following unless modified by requirements in Contract Documents.

1. ACI 301, “Specification for Structural Concrete.” Section 1 through 5.

2. ACI 117, “Specification for Tolerances for Concrete Construction and Materials.”
E. Welding: Qualify procedures and personnel according to AWS D1.4, “Structural Welding Code – Reinforcing Steel.”
F. Mock Ups: Provide (3) 4’ square mockups of finished concrete illustrating colors, aggregates, and finishing.

1.05 SOILS ENGINEER
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foundations, flatwork, and paving. See Geotechnical Report: “Foundation Design Recommendations for the Grace Hudson Museum Nature Education Project,” by SHN Consulting Engineers & Geologists, Inc.: 335 S. Main Street, Willits, CA 95490.

PART 2 – PRODUCTS

2.01 FORM-FACING MATERIALS
A. Board-Formed Finish Concrete: Provide lumber dressed on at least two edges and one side for tight fit.

2.02 STEEL REINFORCEMENT
A. Reinforcing Bars: ASTM A 615/ A 615M, Grade 60, deformed. Reinforcement to be welded shall meet chemical requirements of ASTM A706. Grade 40 for #3 and #4 stirrups and ties.

B. Plain-Steel Welded Wire Fabric: ASTM A 185, fabricated from as-drawn steel wire and flat sheets.

C. Deformed-Steel Welded Wire Fabric: ASTM A 497, flat sheet.

D. Bar Supports: Bolsters, chairs, spaces and other devices for spacing, supporting, and fastening reinforcing bars and welded wire reinforcement in place. Manufacture bar supports from steel, wire, plastic or precast according to CRSI’s “Manual of Standard Practice.”
E. Mechanical Couplers: Tension-compression connections with demonstrated ability to develop the tensile strength of the bar and meet concrete cover and bar spacing requirements. All mechanical couplers shall be approved by the Structural Engineer.

2.03 CONCRETE MATERIALS
A. Cementitious Material: Portland Cement: ASTM C 150, Type II. Supplement with the following: 1) Fly Ash ASTM C 618, Class C and 2) Ground Granulated Blast-Furnace Slag: ASTM C 989, Grade 100 or 120.

B. Blended Hydraulic Cement: ASTM C 595, Type IS, Portland blast-furnace slag IP, Portland-pozzolan I (PM), pozzolan-modified Portland I (SM) slag-modified Portland Cement.

C. Normal-Weight Aggregates: ASTM C 33, graded, 1-inch (25-mm) nominal maximum course-aggregate size.

Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.

Water: ASTM C 94C 94M and potable.

Air-Entraining Admixture: ASTM C 260.

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2.04 DETECTABLE WARNING AND DECORATIVE UNIT PAVERS
A. Detectable Warning Pavers:

1. Wassau “ADA -2” Title 24 Approved. 12” tile, standard color ADA60.

Wausau Tile, Inc. (Tectura Designs), P.O Box 1520 Wausau, WI 54402-15209001 http://www.wausautile.com. Toll Free: (800) 388-8728. Pete Janda (707) 374-4015
B. Decorative Unit Pavers:

1. Wassau Ultra Face series Color 40: Wassau to cut 16”x16” paver to specified sizes. Owner pre-ordering. Wausau Tile, Inc.PO Box 1520 Wausau, WI 54402-15209001 http://www.wausautile.com. Toll Free: (800) 388-8728. Pete Janda (707) 374-4015

2.05 VAPOR RETARDERS
A. Below Slab Vapor Barrier: See Section 07 26 16.

2.06 CURING MATERIALS
A. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application to fresh concrete.

B. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd. when dry.

C. Moisture-Retaining Cover: ASTM C 1171, polyethylene film or white burlappolyethylene sheet.

D. Water: Potable.

E. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class
B, dissipating.

F. Sealant: solvent based acrylic sealer.

2.07 RELATED MATERIALS
A. Anchors:

1. Adhesive Anchors (dowels) shall use an epoxy adhesive and shall have a current ICBO or NER Research Report. “AC 100+ Gold” epoxy injection gel by Powers Fastening (RAWL), “Se-XP Epoxy” adhesive system by Simpson StrongTie Company, Inc or Engineer approved equal.

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2. Expansion anchors shall have a current ICBO or NER Research Report: Hilti, Inc. “Kwik-Bolt-3” or equal.

2.08 CONCRETE MIXTURES
A. Prepare design mixtures for each type and strength of concrete, proportioned on the bases of laboratory trial mixture of field test data, or both, according to ACI 301.

B. Slabs-on-Grade: Proportion normal-weight concrete mixtures as follows:

1. Minimum Compressive Strength: 2500 psi at 28 days when tested in accordance with ASTM C39/ C39M.

2. Minimum Cementitious Materials Content: 540 lbs. per cubic yard.

3. Maximum Fly Ash Content: 20 percent of cementitious materials by weight.

4. Maximum Aggregate Size: . inch nominal.

5. Slump limit: 5 inches

6. Air Content: 1.5 percent.

7. Coloring pigments: As required to meet Architect’s requirements. Lightfast, lime proof, finely divided mineral oxide terrazzo matrix coloring.

C. Footings and Below Grade Walls: See Structural sheet S0.1 for typical structural notes and specifications.

2.09 FABRICATING REINFORCEMENT
A. Fabricate steel reinforcing according to CRSI’s “Manual of Standard Practice.”

2.10 CONCRETE MIXING
A. Ready-Mixed Concrete: Measure, batch, mix and deliver concrete according to ASTM C 94/C 94M and furnish batch ticket information. When air temperature is between 85 and 90 deg F, reduce mixing and delivery time from 1-1/2 hours to 75 minutes; when air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes.

PART 3 - EXECUTION

3.01 FORMWORK
A. Design, erect, shore, brace and maintain formwork according to ACI 301 to support vertical, lateral, static and dynamic loads, construction loads that might be applied, until structure can support such loads.

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B. Construct formwork so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117.

C. Do not chamfer exterior corners and edges of permanently exposed concrete.

3.02 EMBEDDED ITEMS
A. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast-in-place concrete. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded.

B. Broadcast moistened decorative aggregate uniformly and steel trowel into concrete cream until completely embedded.

3.03 VAPOR RETARDERS
A. Plastic Vapor Retarders: Place, protect, and repair vapor retarders according to ASTME 1643 and manufacturer’s written instructions. Lap joints 6 inches and seal with manufacturer’s recommended tape. Do not cut or puncture vapor retarder. Repair and reseal vapor retarder before placing concrete. See Section 07 26 16, “Below Grade Vapor Retarders.”

3.04 STEEL REINFORCEMENT
A. General: Comply with CRSI’s “Manual of Standard Practice” for placing reinforcement.

B. Weld reinforcing bars according to AWS D1.4 where indicated. Install mechanical couplers according to ICBO Evaluation Report where indicated.

3.05 JOINTS
A. Construction Joints: Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Architect. Existing concrete surfaces against which concrete will be placed should be roughened to a full amplitude of approximately . inch and cleaned.

B. Contraction Joints in Slabs-on-Grade: Form weakened-plane contraction joints, sectioning concrete into areas as indicated by Architect. Construct contraction joints as follows:

1. Sawed Joints: Form contraction joints with power saws equipped with shatterproof
abrasive or diamond-rimmed blades. Cut 1/8 inch wide joints into concrete when cutting action will not tear, abrade, or otherwise damage surface and before concrete develops random contraction cracks.

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C. Isolation Joints in Slabs-on-Grade: After removing formwork, install joint-filler strips at slab junctions with vertical surfaces, such as column pedestals, foundation walls, grade beams, and other locations as indicated.

3.06 CONCRETE PLACEMENT
A. Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is complete and that required inspections have been performed. Base course, where required, shall be compacted by rolling or other approved method to 95 percent of compaction.

B. Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new concrete will be placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as indicated. Deposit concrete to avoid segregation. Consolidate placed concrete with mechanical vibrating equipment according to ACI 301.

C. Cold-Weather Placement: Comply with ACI 306.1.

D. Hot-Weather Placement: Comply with ACI 301.

3.07 FINISHING FORMED SURFACES
A. Rough Formed Finish: As-cast concrete texture imparted by form-facing material with tie holes and defects repaired and patched. Remove fins and other projections that exceed specified limits on formed-surface irregularities. Applies to concrete surfaces not exposed to view.

B. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces, unless otherwise indicated.

3.08 FINISHING FLOORS AND SLABS
A. Wash finish for exterior concrete flatwork, timed to expose decorative aggregate.

Steel trowel to a smooth, hard finish. Using a fine spray uniformly while concrete is green but firm, lightly wash the surface to expose fine aggregates only. Finish shall be uniform throughout in color and texture.

B. Smooth-troweled finish for all interior, structural slabs on grade. Finish shall be uniform throughout in color and texture.

3.09 CONCRETE PROTECTING AND CURING
A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold-weather protection and ACI 301 for hot-weather protection during curing.

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B. Evaporation Retarder: Apply evaporation retarder to unformed concrete surfaces before and during finishing operations. Apply according to manufacturer’s written instructions after placing, screeding, and full floating or darbying concrete, but before finishing.

C. Cure concrete according to ACI 308.1, by one or a combination of the following methods:

1. Moisture Curing: Keep surfaces continuously moist for not less than seven days.

2. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moistureretaining cover for curing, placed in widest practicable width, with sides and ends lapped at least 12 inches, and sealed by waterproofing tape or adhesive. Cure for not less than seven days.

3. Immediately repair any holes or tears during curing period using cover material and waterproof tape.

3.10 CONCRETE SURFACE REPAIRS
A. Defective Concrete: Repair and patch defective areas when approved by Engineer.

Remove and replace concrete that cannot be repaired and patched to Engineer’s approval.

3.11 FIELD QUALITY CONTROL
A. Testing and Inspecting: Owner will engage a qualified independent testing and inspection agency to perform special inspections as specified in the latest addition of the California Building Code and as indicated on sheet S1.0 of the Contract Documents.

B. At completion of work and/or when directed by Architect / Engineer, remove all surplus material, debris and rubbish resulting from work under this Section from the site.

END OF SECTION
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SECTION 06 10 00

CARPENTRY
PART 1 - GENERAL

1.01 WORK INCLUDED
A. All rough and finish carpentry and related work.

1.02 RELATED WORK
A. Section 06 41 13, “Wood Architectural Casework.”
C. Section 07 25 00, “Building Envelope Underlayment.”
D. Section 07 62 00, “Sheet Metal Flashing.”
E. Section 26 00 01, “Electrical General Provisions”
F. Section 09 90 00, “Painting and Coating”
G. Section 03 30 00, “Cast in Place Concrete”
H. Section 03 20 00, “Reinforcing Steel”
I. Section 02 30 00, “Plumbing Equipment”
K. Section 08 16 00, “Composite Doors”

1.03 SUBMITTALS
A. Submittals in accordance with Section 01 33 00, “Submittal Procedures.” B. Product Data: Manufacturer’s descriptive literature for fasteners and shop-applied coatings. Hardware cut sheets.

C. Samples:

1. 12-inch lengths for each required wood species, grade and finish.

2. 24-inch lengths of each size for interior paneling, base, casings, moldings and trim.

3. Samples shall have specified finish applied in step fashion showing each required coat.

4. Miscellaneous wood trim as shown on drawings or required (as requested by Architect).

1.04 QUALITY ASSURANCE
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A. Perform finish work in accordance with the WIC “Manual of Millwork,” Latest Edition, and the current editions of the Uniform Building Code and local amendments.

B. Lumber:

1. Grading shall comply with the following grading rules:
a. Western Wood Products Association (WWPA)
b. Redwood Inspection Service (RIS)
c. West Coast Lumber Inspection Bureau (WCLIB)

2. No finger-jointed, twisted, warped, bowed, or otherwise defective lumber wood will be allowed unless otherwise indicated.

3. Sizes indicated are nominal, unless otherwise indicated.

1.05 DELIVERY, STORAGE AND HANDLING:

A. Protect work from physical and moisture damage, according to WIC recommendations.

B. Wood shall be stored completely under cover and off the ground. Waterproof coverings shall allow for air to circulate between coverings and wood.

C. Protect sheet materials from breakage and damage while unloading and when stored.

1.06 FIELD MEASUREMENTS
A. Verify field measurements.

1.07 COORDINATION
A. Coordinate the work with installation of associated and adjacent components.

PART 2 – PRODUCTS

2.01 STRUCTURAL FRAMING LUMBER
A. Unless otherwise indicated on structural drawings, shall be S4S air dried to maximum 19% moisture content at time of dressing (S-Dry), and of species and grade noted below.

1. Light Framing and Studs: Douglas Fir, Stud or Standard.

2. Joists, Beams and Posts: Douglas Fir, No. 1, or Standard.

3. Concealed from view blocking as required for cabinetry, fixture attachment, and all wall mounted fixtures: Douglas Fir stud.

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4. Header at (N) Doors and Windows: LVL per structural drawings.

2.03 PLYWOOD
A. Plywood sheathing: APA grade marked, conforming to Product Standard I-83. See structural drawings.

B. Interior exposed plywood for seal finish: APA B-B INT Douglas Fir, where both sides are exposed to view; APA B-C INT where one side is exposed to view.

C. Exterior exposed plywood for seal finish: APA B-B EXT exterior glue, Douglas Fir, where both sides exposed to view; APA A-C EXT exterior glue, Douglas Fir, where one side exposed to view.

2.04 INTERIOR FINISH LUMBER
A. S4S or standard milling, kiln dried to a maximum of 15% moisture content at time of dressing.

B. Exposed Shelving (other than cabinet shelving): .” Douglas Fir, clear vertical grain, veneer B-B plywood.

2.05 WOOD COUNTERTOP
A. Countertop in Workshop Cubbies: 2x Douglas Fir, biscuit join to achieve full width of countertop, S4S, clear grain.

2.06 MISCELLANEOUS CARPENTRY MATERIALS:

A. Building Paper: #15 asphalt saturated felt, Type “D” or TYVEK House Wrap by Dupont, or SIGA Majvest at Contractors option and as approved by Owner and Architect. Use SIGA Wigluv or approved equivalent for window flashing and joint sealing.

B. Bolts, washers, clips, framing anchors should be hot dip galvanized.

C. Nails: Common wire for framing; finish for finish work; hot dip galvanized for exterior work (other types of galvanizing are not permitted), Tedlar coated stainless steel for exterior siding where surface nailing (exposed), unless otherwise indicated.

D. Adhesive: DAP 4000 Sub-Floor and Plywood Adhesive. Waterproof resorcinol for exterior carpentry.

E. Sill Plate Sealant: Wide vinyl tape compound, Protecto Wrap Triple Guard Energy Sill Sealer or approved equivalent.

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described. The most important features, and those requiring detailed descriptions are mentioned. Finish carpentry work and miscellaneous items not mentioned or described shall be furnished and/or installed in accordance with the intent of the Drawings and Specification and as required to complete the work.

2.08 FINISHING
A. Finished wood shall be sealed on all cut edges, backs and other areas concealed in final work prior to installation. Back out or kerf backs of standing and running exterior trim wider than 5 inches except members with ends exposed to view.

B. Pre-finish end grain edges at butt joints concealed portions of trim prior to installation.

C. For stained finish items, shop prepare and identify components for grain matching during site erection.

D. Verify measurements at job site. Verify details and dimensions of equipment and fixtures
integral with finish carpentry for proper fit and accurate alignment. Coordinate details with other work supporting, adjoining, or fastening to finish carpentry items.

E. Thoroughly hand sand wood surfaces. Perform final sanding in direction of grain; ease knife-edge corners by sanding. Provide wood surfaces free from dust, glue, stains, and other foreign matter and in proper condition to receive finish.

F. Ease edges of lumber to 1/16 inch radius.

PART 3 - EXECUTION

3.01 ALL WORK shall be plumb and true, firmly installed in a neat workmanlike manner, complete in all respects.

3.02 INSTALL ALL necessary blocking and furring. Block all unsupported edges of square edge plywood sheathing. Horizontal blocking for vertical board siding shall be 2’-0” O.C. maximum.

3.03 NAILING shall be in accordance with applicable codes and standards and as shown on drawings.

A. Nail plywood wall sheathing as indicated on structural drawings.

B. Cement fiber siding and trim: per manufacturer’s instructions.

C. All smooth finish trim shall be nailed with finish nails, and all finish nails shall be set.

Putty nail holes only if finish is to have opaque paint or stain finish. If nailing tends to split, pre-drill nail holes.

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D. All rough finish trim shall be nailed with common nails set flush with trim surface. Do not set nail heads. If nailing tends to split, pre-drill nail holes.

3.04 CUTTING AND NOTCHING: comply with limits set forth on the structural drawings and with limits set forth in the referenced building code, which ever is more restrictive.

When necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide trim for scribing the site cutting.

3.05 ALL BOLTS bearing against wood shall have washers both under nut and head.

3.06 SILL SEALANT: Install two rows of sill sealant at centers of all exterior wall sill plates.

3.07 HANDLE AND STORE all lumber materials, plywood, etc, which are to be exposed in the finished work to prevent soiling or staining which cannot be removed by normal cleaning techniques. Brush or otherwise clean construction marks from exposed work at completion of job.

3.08 BACK PRIME all trim and siding which is to receive a paint or stain finish with one coat of sealant or stain as noted in Section 09 90 00, “Painting and Coating.” Prime all edges and cut ends of trim and siding prior to installation.

3.09 EXAMINATION
A. Verify adequacy of backing and support framing.

B. Verify mechanical, electrical, and building items affecting work of this Section are placed and ready to receive work.

3.10 PREPARATION: Miter corners, except where shown. Cope materials at angle for scarf joints.

3.11 INSTALLATION AND APPLICATION
A. Underlayment and flashing shall be installed where shown and in accordance with section 07 62 00, “Sheet Metal Flashing and Trim,” and 07 65 00, “Flexible Flashing.” B. Install all millwork plumb, true and in accordance with the Drawings, submittals and WIC Custom Grade standards.

C. Install in longest possible lengths to minimize joints. No pieces less than 3-feet shall be permitted, unless total run is less than 3-feet.

D. Fastening:

1. Wood: fasteners shall be flush to surface where exposed.

2. Hammer, tool marks and marked surfaces and edges are not acceptable on exposed surfaces.

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3. Exposed fasteners shall be carefully aligned in both directions. Review layout with architect.

E. Field Finishing: Apply in accordance with section 09 90 00, “Painting and Coating.”

3.12 PREPARATION FOR SITE FINISHING: Set exposed fasteners. Apply wood putty stick filler in exposed fastener indentations. Color of putty to be slightly darker than wood, review with Architect. Sand work smooth.

3.13 ERECTION TOLERANCES: Maximum offset from true alignment with abutting materials: 1/16 inch.

END OF SECTION
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SECTION 06 41 13

ARCHITECTURAL CASEWORK
PART 1 - GENERAL

1.01 WORK INCLUDED
A. All mill fabricated architectural woodwork with accessories as required for complete finished installation, including cabinet work hardware
Provide sealed/stained cabinetwork.

Provide solid surface countertops.

1.02 RELATED WORK
A. Section 06 10 00, “Carpentry.”

1.03 SUBMITTALS
A. Submittals in accordance with Section 01 33 00, “Submittal Procedures.” B. Product Data: Submit manufacturer’s literature for manufactured items.

C. Shop Drawings: Indicate materials and wood species, component profiles, fastening, joining details, finishes and accessories.

D. Samples:

Wood veneer
Door and drawer front.

Exposed casework hardware.

Solid Surface countertops, indicating exposed edge construction.

E. Certification: Woodwork Institute certification and monitored compliance programs will not be required for architectural woodwork, however Owner reserves right to retain Woodwork Institute if quality of work is questionable.

1.04 QUALITY ASSURANCE
A. Fabricator Qualifications: Firm with not less than five years successful experience fabricating architectural woodwork similar to that required for Project.

B. Standards: Perform architectural woodwork in accordance with Architectural Woodwork Standards, Edition 1, 2009, (AWS) adopted and published jointly by AWI, AWMA, and Woodwork Institute.

1.05 DELIVERY, STORAGE AND HANDLING:

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A. Do not deliver architectural woodwork until site conditions are adequate to receive work; protect items from weather while in transit.

B. Allow architectural woodwork shop finish to completely dry prior to delivery to site.

C. Store materials indoors, in ventilated areas with constant but minimum temperature of 60 degrees F and maximum relative humidity of 25% to 55%.

D. Do not begin installation of architectural woodwork until space is fully enclosed and mechanical systems are fully operational.

E. Maintain interior installation areas at 70 degrees F and 50-55% relative humidity.

F. Immediately remove from site materials with visible mold and materials with mildew.

PART 2 – PRODUCTS

2.01 MATERIALS
A. Interior Sealed Finished Wood Casework:

AWS/Custom Grade, Type A frameless, Style 1 – Overlay, flush overlay type.

Veneers: Vertical Grain Grade B Douglas Fir; a uniform appearance shall be required.

Minimum 0.036” thick. Non-edge banded exposed plywood
B. Solid Surface Countertops Type: Standard solid surface sheet for countertops designed to accept undermount

1. Color: Manufacturer’s standard color, see Finish Schedule in drawings, selected by Architect, polished surface.

3. Manufacturers: Corian, Swanstone, Formica Evenstone, Wilsonart, or approved alternate.

D. Casework Hardware: Provide casework hardware items as required for complete installation as indicated; provide types as listed in Architectural Woodwork Standards for Grade 1, but no less than following types.

1. Plug-in Pin Type Shelf Supports: Provide holes 3” O.C.

2. Adjustable Shelf Standards and Supports: Flush mounted in cabinet.

3. Cabinet hinges: European concealed type, minimum 160 degree opening, with spring closer.

4. Cabinet Pulls: See Drawings, sheet A9.1
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Ukiah City CouncilDecember 6, 2023

Ukiah City Council
December 6, 2023