Agenda packet — Woodland City Council, December 3, 2024 (part 2 of 3)

40.91± FC

40.83± FC

40.99± FC
DS
DS
DS
DS
" 01
VC
6"W
2"W
8"F
8"F
6 "
S
D
6"S
D
6"SS 6"SS
2"W
8"F
8"F

PATH OF EMERGENCY EGRESS TRAVEL
R-2.1 OCCUPANCY MAXIMUM: 250'

COMMON PATH OF EMERGENCY EGRESS TRAVEL
R-2.1 OCCUPANCY MAXIMUM: 75'

EGRESS EXIT DIRECTION
2A-10B:C CFC 906 FIRE EXTINGUISHER IN CABINET
75' MAX. TRAVEL DISTANCE
4A-20B:C FIRE EXTINGUISHER ON BRACKET
OCCUPANCY SIGN PER 1004.9
TACTILE EXIT SIGN MARKED "EXIT" PER 1013.4,
DETAILS ON SHEET A847
TACTILE EXIT SIGN MARKED "TO EXIT" PER 1013.4,
DETAILS ON SHEET A847

OCCUPANT LOAD AT EXIT

EXIT SIGN W/ INTEGRATED DIRECTIONAL ARROW
WHERE OCCURS AT ALL EXITS, EVERY 100' IN
CORRIDORS, AND IN SPACES WHERE 2 MORE ARE
REQUIRED PER SECTION 1013. SEE ELECTRICAL
DRAWINGS. (W/ POCHE INDICATING "EXIT" TEXT
SIDE OF SIGN.) SIGNS SHOWN IN CORRIDORS ARE
CEILING HUNG. SIGNS SHOWN ON WALL ARE
WALL HUNG.

PANIC DOOR HARDWARE
47 FEC
FE
OP
TE
TTE

MIN EGRESS PATH WIDTH
44" MIN AT CORRIDORS (0.3" PER OCC)
36" MIN AT OTHER COMPONENTS (0.2" PER OCC)
P
1-HOUR FIRE BARRIER

ADDITIONAL PROTECTION FEATURES REQUIRED
1-HOUR FIRE PARTITION

ADDITIONAL PROTECTION FEATURES REQUIRED

NON-RATED WALL

NO ADDITIONAL PROTECTION FEATURES

NON-RATED SMOKE PARTITION
A. SEE SPECIFIC WALL ASSEMBLY TYPES ON FLOOR
PLANS AND A801 FOR DETAILS
B. AT WALL TYPES DESIGNATED BELOW WITH NOTE:
“ADDITIONAL PROTECTION FEATURES REQUIRED”,

SEE DOOR AND WINDOW SCHEDULES FOR

RATINGS, MECHANICAL DRAWINGS, PENETRATION

DETAILS, JOINT DETAILS, AND FOR CONTINUITY

REQUIREMENTS, SEE ASSOCIATED VERTICAL

SECTIONS AND DETAILS (AND HORIZONTAL
ASSEMBLIES WHERE REQUIRED.)
C. AT WALL TYPES DESIGNATED BELOW, IN
ACCESSIBLE CONCEALED SPACES PER CBC 2022,
SECTION 703.5, PROVIDE PERMANENT SIGNAGE
NOTING "FIRE AND OR SMOKE BARRIER -
PROTECT ALL OPENINGS".
132 SF
NC 2
OLF 200 = 1 OCC
132 SF
NC 3
OLF 200 = 1 OCC
132 SF
NC 4
OLF 200 = 1 OCC
132 SF
NC 5
OLF 200 = 1 OCC
132 SF
NC 6
OLF 200 = 1 OCC
132 SF
NC 7
OLF 200 = 1 OCC
132 SF
NC 8
OLF 200 = 1 OCC
132 SF
NC 9
OLF 200 = 1 OCC
NC 10
137 SF
OLF 200 = 1 OCC
134 SF
NC 1
OLF 200 = 1 OCC
602 SF

HALLWAY
OLF 200 = 4 OCC
1970 SF

HALLWAY
OLF 200 = 10 OCC
149 SF

STORAGE
OLF 300 = 1 OCC
125 SF
OFFICE
OLF 150 = 1 OCC
499 SF

LAUNDRY
OLF 200 = 3 OCC
134 SF

STORAGE
OLF 300 = 1 OCC
123 SF

LINEN STORAGE
OLF 300 = 1 OCC
695 SF
MEN RR
OLF 200 = 4 OCC
67 SF

KITCHEN RR
OLF 200 = 1 OCC
65 SF
OFFICE
OLF 150 = 1 OCC
979 SF

COMM KITCHEN
OLF 200 = 5 OCC
101 SF

STORAGE
OLF 300 = 1 OCC
116 SF
FIRE
OLF 300 = 1 OCC
121 SF

ELECTRICAL
OLF 300 = 1 OCC
93 SF

STAFF RR
OLF 150 = 1 OCC
72 SF
DATA
OLF 300 = 1 OCC
230 SF

ADMIN OFFICE
OLF 150 = 2 OCC
242 SF

CASE MGMT
OLF 150 = 2 OCC
259 SF

CASE MGMT
OLF 150 = 2 OCC 143 SF

PEST CONTROL
OLF 300 = 1 OCC
INTAKE
165 SF
OLF 150 = 2 OCC
629 SF

COUNSELING
OLF 15 = 42 OCC
252 SF

HALLWAY
OLF 200 = 2 OCC
74 SF

MEDICATION
OLF 300 = 1 OCC
118 SF
OFFICE
OLF 150 = 1 OCC
118 SF
OFFICE
OLF 150 = 1 OCC
95 SF

UTILITY
OLF 300 = 1 OCC
93 SF
MAINT
OLF 300 = 1 OCC
147 SF

ADMIN OFFICE
OLF 150 = 1 OCC
116 SF

LAUNDRY
OLF 200 = 1 OCC
466 SF

WOMEN RR
OLF 200 = 3 OCC
189 SF

MEN RR NC
OLF 200 = 1 OCC
197 SF

WOMEN RR NC
OLF 200 = 1 OCC
75 SF

MEN RR NC
OLF 200 = 1 OCC
78 SF

WOMEN RR NC
OLF 200 = 1 OCC
460 SF

DAY ROOM
OLF 15 = 31 OCC
165 SF
NC 11
OLF 200 = 1 OCC
169 SF
NC 12
OLF 200 = 1 OCC
158 SF
NC 13
OLF 200 = 1 OCC
172 SF
NC 14
OLF 200 = 1 OCC

ROOF OVERHANG ABOVE
296 SF
FRIDGE
OLF 300 = 1 OCC

EXIT DISCHARGE

TO PUBLIC WAY

EXIT DISCHARGE

EXIT DISCHARGE
EXIT
EXIT
EXIT
COMMON PATH = 45' - 6"
COMMON PATH = 37' - 6"
PATH OF TRAVEL = 108' - 10"
PATH OF TRAVEL = 101' - 10" PATH OF TRAVEL = 76' - 1"
PATH OF TRAVEL = 93' - 0"
COMMON PATH = 20' - 10"
EXIT
EXIT
25 25
25 25
5 EXIT
FEC
FEC
FEC

FEC FEC
FEC
FEC
d/3
= 55' - 11"
155' - 8"
5' - 0"
2' - 4"
11' - 5"
8' - 0"
14' - 6"
1' - 10"

OVERHANG ABOVE
8' - 7"
P
P
P
P
P
P
PATH OF TRAVEL = 78' - 0"

EXIT DISTANCE
112' - 6"
P

EXIT DISCHARGE

EXITEXIT
EXIT
25 POTENTIAL EXISTING

ROOF DEMO TO BE

COORDINATED WITH

FIRE MARSHAL
CLR
44"

SERVICE ONLY GATE
5' - 0" 3' - 0" IMAGINARY LINE LINE PER 705.5
9' - 6"
A K
3'-0" DISTANCE TO
IMAGINARY LOT LINE (15%

OPENINGS ALLOWED)
9'-6" DISTANCE TO
IMAGINARY LOT LINE (25%

OPENINGS ALLOWED)

CANOPY COLUMN -TYP

NON-COMPUSTIBLE
12' - 8" 1' - 10" CANOPY -TYP
2'-4" DISTANCE TO

ADJACENT BUILDING ROOF
(0% OPENINGS ALLOWED)
ALLOWABLE OPENING AREA PER TABLE 705.8
527.7 SF
OPENINGS: 55.0 SF

56.9 SF ÷ 527.7 SF = 10.8%
185.1 SF 580.0 SF
OPENINGS 60.9 SF

60.9 ÷ 580.0 = 10.5%
8'-7" DISTANCE TO

ADJACENT BUILDING ROOF
(25% OPENINGS ALLOWED)

26.5 SF
T.O. FLAT ROOF
A. THIS CODE ANALYSIS PLAN IS FOR REFERENCE
ONLY. SEE ALL OTHER PLAN SHEETS FOR
CONTRACT DOCUMENT INFORMATION. THIS CODE

ANALYSIS IDENTIFIES SOME SPECIFIC BUILDING

CODE REQUIREMENTS BUT IS NOT INTENDED TO
LIST ALL BUILDING CODE REQUIREMENTS.

B. SEE G-009 SHEET FOR CODE SUMMARY AND AREA
CALCULATIONS.

C. SEE G-010, A-847, A-852 AND OTHER PLAN AND

DETAIL SHEETS FOR ACCESSIBILITY
CONFORMANCE.

D. SEE SITE PLAN FOR EXIT DISCHARGE, PROPERTY

LINE, PUBLIC WAY LOCATIONS, AND COURTYARD
LAYOUT (WHERE OCCURS).

E. EGRESS LIGHTING SHALL BE PROVIDED IN ALL

CORRIDORS, LOBBIES AND AT ALL INTERIOR AND
EXTERIOR DESIGNATED EGRESS PATHS.

LIGHTING SHALL BE CONTINUOUS TO EXTERIOR

LANDING OF EGRESS DOORS AND PROVIDED A

MINIMUM OF
1 FOOTCANDLE OF LIGHTING ON 90-MIN BATTERY
BACKUP POWER. SEE ELECTRICAL DRAWINGS
FOR ADDITIONAL INFORMATION.

W7 W7 W7 W7

EXISTING WINDOWS

TO BE DEMOLISHED
X103 X102

EXISTING WINDOWS

TO BE DEMOLISHED
5'-0" DISTANCE TO

IMAGINARY LOT LINE
(25% OPENINGS ALLOWED)
2'-4" DISTANCE FROM

BUILDING OVERHANG

TO NEW BUILDING
8'-7" DISTANCE TO IMAGINARY LOT LINE
(25% OPENINGS ALLOWED)

PROPOSED NEW SINGLE HUNG
WINDOWS. WINDOWS MEET EXIT
REQUIREMENTS PER CBC 2022 - 1031.3.1

NO ADJACENT STRUCTURE
(OPENINGS ALLOWED - NO LIMIT)
940.3 SF
OPENINGS 219.0 SF
219.0 ÷ 940.3 = 23.3%

NEW DOOR NEW DOOR

FOR DISTANCES FROM

EDGE OF OVERHANG TO

PROPOSED BUILDING, SEE
FLOOR PLAN - A-201
PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:

SHEET:

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

REVISIONS:
2222 NE OREGON ST.

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

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
10/15/2024 10:3
0:5
5 A
M
C:\Users\enavarro\D
ocuments\_
RevitLocal\2321 24
_
0 9
0 3
Shelter E
x
p
ansion_
R21_enavarro
Q
T
4 G7.rvt
2321

SHELTER II AT

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

FRIENDS OF THE

MISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901

BUILDING PERMIT

SUBMITTAL

FIRE & LIFE

SAFETY PLANS
G-010

EN, KS, JL
AS
07/25/24
LEGEND

LEGEND - WALL TYPES
1/8" = 1'-0"G-010
1 FIRE & LIFE SAFETY PLAN

OCCUPANT LOAD

OCCUPANCY NAME AREA FUNCTION OF SPACE OLF

OCCUPANT
LOAD
B ADMIN OFFICE 230 SF BUSINESS AREAS 150 2
B ADMIN OFFICE 147 SF BUSINESS AREAS 150 1
B CASE MGMT 242 SF BUSINESS AREAS 150 2
B CASE MGMT 259 SF BUSINESS AREAS 150 2
B COMM

KITCHEN
979 SF KITCHENS,

COMMERCIAL
200 5
B DATA 72 SF ACCESSORY STORAGE

AREAS, MECHANICAL

EQUIPMENT ROOM
300 1
B FRIDGE 296 SF ACCESSORY STORAGE

AREAS, MECHANICAL

EQUIPMENT ROOM
300 1
B INTAKE 165 SF BUSINESS AREAS 150 2
B KITCHEN RR 67 SF KITCHENS,

COMMERCIAL
200 1
B MEDICATION 74 SF ACCESSORY STORAGE

AREAS, MECHANICAL

EQUIPMENT ROOM
300 1
B OFFICE 125 SF BUSINESS AREAS 150 1
B OFFICE 65 SF BUSINESS AREAS 150 1
B OFFICE 118 SF BUSINESS AREAS 150 1
B OFFICE 118 SF BUSINESS AREAS 150 1
B PEST CONTROL 143 SF ACCESSORY STORAGE

AREAS, MECHANICAL

EQUIPMENT ROOM
300 1
B STAFF RR 93 SF BUSINESS AREAS 150 1
B STORAGE 149 SF ACCESSORY STORAGE

AREAS, MECHANICAL

EQUIPMENT ROOM
300 1
B STORAGE 101 SF ACCESSORY STORAGE

AREAS, MECHANICAL

EQUIPMENT ROOM
300 1
26 R-2.1 COUNSELING 629 SF ASSEMBLY 15 42
R-2.1 DAY ROOM 460 SF ASSEMBLY 15 31
R-2.1 ELECTRICAL 121 SF ACCESSORY STORAGE

AREAS, MECHANICAL

EQUIPMENT ROOM
300 1
R-2.1 FIRE 116 SF ACCESSORY STORAGE

AREAS, MECHANICAL

EQUIPMENT ROOM
300 1
R-2.1 HALLWAY 602 SF RESIDENTIAL 200 4
R-2.1 HALLWAY 1970 SF RESIDENTIAL 200 10
R-2.1 HALLWAY 252 SF RESIDENTIAL 200 2
R-2.1 LAUNDRY 499 SF RESIDENTIAL 200 3
R-2.1 LAUNDRY 116 SF RESIDENTIAL 200 1
R-2.1 LINEN

STORAGE
123 SF ACCESSORY STORAGE

AREAS, MECHANICAL

EQUIPMENT ROOM
300 1
R-2.1 MAINT 93 SF ACCESSORY STORAGE

AREAS, MECHANICAL

EQUIPMENT ROOM
300 1
R-2.1 MEN RR 695 SF RESIDENTIAL 200 4
R-2.1 MEN RR NC 189 SF RESIDENTIAL 200 1
R-2.1 MEN RR NC 75 SF RESIDENTIAL 200 1
R-2.1 NC 1 134 SF RESIDENTIAL 200 1
R-2.1 NC 2 132 SF RESIDENTIAL 200 1
R-2.1 NC 3 132 SF RESIDENTIAL 200 1
R-2.1 NC 4 132 SF RESIDENTIAL 200 1
R-2.1 NC 5 132 SF RESIDENTIAL 200 1
R-2.1 NC 6 132 SF RESIDENTIAL 200 1
R-2.1 NC 7 132 SF RESIDENTIAL 200 1
R-2.1 NC 8 132 SF RESIDENTIAL 200 1
R-2.1 NC 9 132 SF RESIDENTIAL 200 1
R-2.1 NC 10 137 SF RESIDENTIAL 200 1
R-2.1 NC 11 165 SF RESIDENTIAL 200 1
R-2.1 NC 12 169 SF RESIDENTIAL 200 1
R-2.1 NC 13 158 SF RESIDENTIAL 200 1
R-2.1 NC 14 172 SF RESIDENTIAL 200 1
R-2.1 STORAGE 134 SF ACCESSORY STORAGE

AREAS, MECHANICAL

EQUIPMENT ROOM
300 1
R-2.1 UTILITY 95 SF ACCESSORY STORAGE

AREAS, MECHANICAL

EQUIPMENT ROOM
300 1
R-2.1 WOMEN RR 466 SF RESIDENTIAL 200 3
R-2.1 WOMEN RR NC 197 SF RESIDENTIAL 200 1
R-2.1 WOMEN RR NC 78 SF RESIDENTIAL 200 1
124
1/8" = 1'-0"G-010
2 FIRE & LIFE SAFETY - WEST ELEVATION

GENERAL NOTES - FIRE/LIFE SAFETY
1/8" = 1'-0"G-010
4 FIRE & LIFE SAFETY - EAST ELEVATION EXISTING BUILDING

Page 138 ends

PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:

SHEET:

REVISIONS:
1201 J STREET
SUITE 200
SACRAMENTO, CA 95814
PHONE: 916.269.8818
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
10/15/2024 10:30:56 AM
C:\Users\enavarro\Documents\_RevitLocal\2321 24_0903 Shelter Expansion_R21_enavarroQT4G7.rvt 2321

SHELTER II AT

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

FRIENDS OF THE

MISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901

BUILDING PERMIT

SUBMITTAL

CALGREEN

CHECKLIST

NON-RESIDENTIAL
G-020

EN, KS, JL
AS
09/19/24

Page 139 ends

PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:

SHEET:

REVISIONS:
1201 J STREET
SUITE 200
SACRAMENTO, CA 95814
PHONE: 916.269.8818
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
10/15/2024 10:30:56 AM
C:\Users\enavarro\Documents\_RevitLocal\2321 24_0903 Shelter Expansion_R21_enavarroQT4G7.rvt 2321

SHELTER II AT

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

FRIENDS OF THE

MISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901

BUILDING PERMIT

SUBMITTAL

CALGREEN

CHECKLIST

NON-RESIDENTIAL
G-021

EN, KS, JL
AS
09/19/24

Page 140 ends

PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:

SHEET:

REVISIONS:
1201 J STREET
SUITE 200
SACRAMENTO, CA 95814
PHONE: 916.269.8818
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
10/15/2024 10:30:57 AM
C:\Users\enavarro\Documents\_RevitLocal\2321 24_0903 Shelter Expansion_R21_enavarroQT4G7.rvt 2321

SHELTER II AT

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

FRIENDS OF THE

MISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901

BUILDING PERMIT

SUBMITTAL

CALGREEN

CHECKLIST

NON-RESIDENTIAL
G-022

EN, KS, JL
AS
09/19/24

Page 141 ends

PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:

SHEET:

REVISIONS:
1201 J STREET
SUITE 200
SACRAMENTO, CA 95814
PHONE: 916.269.8818
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
10/15/2024 10:30:57 AM
C:\Users\enavarro\Documents\_RevitLocal\2321 24_0903 Shelter Expansion_R21_enavarroQT4G7.rvt 2321

SHELTER II AT

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

FRIENDS OF THE

MISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901

BUILDING PERMIT

SUBMITTAL

CALGREEN

CHECKLIST

NON-RESIDENTIAL
G-023

EN, KS, JL
AS
09/19/24

Page 142 ends

NO PARKING NO PARKING

LAUGENOUR AND MEIKLE
CIVIL ENGINEERING · LAND SURVEYING · PLANNING
· LM · REDUCED PLOT

TITLE SHEET
© L A U G E N O U R A N D M E I K L E © L A U G E N O U N A R

D M E I K L E
© L A U G E N O U R A N D M E I K L E © L A U G E N O U N A R

D M E I K L E
LM
C001
SHEET 1 OF 14

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LAUGENOUR AND MEIKLE
CIVIL ENGINEERING · LAND SURVEYING · PLANNING
· LM · REDUCED PLOT

ABBREVIATIONS & GENERAL NOTES
C002
SHEET 2 OF 14
·
·
·

Page 144 ends

LAUGENOUR AND MEIKLE
CIVIL ENGINEERING · LAND SURVEYING · PLANNING
· LM · REDUCED PLOT

TOPOGRAPHIC SURVEY & DEMOLITION PLAN
C101
SHEET 3 OF 14
© L A U G E N O U R A N D M E I K L E © L A U G E N O U N A R

D M E I K L E
LM

Page 145 ends

LAUGENOUR AND MEIKLE CIVIL ENGINEERING · LAND SURVEYING · PLANNING · LM · REDUCED PLOT CIVIL SITE PLAN C201 SHEET 4 OF 12 © L A U G E N O U R A N D M E I K L E © L A U G E N O U N A R D M E I K L E LM

Page 146 ends

LAUGENOUR AND MEIKLE
CIVIL ENGINEERING · LAND SURVEYING · PLANNING
· LM · REDUCED PLOT

GRADING & DRAINAGE PLAN
C301
SHEET 5 OF 14
© L A U G E N O U R A N D M E I K L E © L A U G E N O U N A R

D M E I K L E
LM

Page 147 ends

± LAUGENOUR AND MEIKLE CIVIL ENGINEERING · LAND SURVEYING · PLANNING · LM · REDUCED PLOT UTILITIES PLAN C401 SHEET 6 OF 14 © L A U G E N O U R A N D M E I K L E © L A U G E N O U N A R D M E I K L E LM

Page 148 ends

LAUGENOUR AND MEIKLE
CIVIL ENGINEERING · LAND SURVEYING · PLANNING · LM · REDUCED PLOT

EROSION & SEDIMENTATION CONTROL PLAN
C601
SHEET 7 OF 14
© L A U
G
E
N

O U R A N D M
E I K L E © L A U G E
N

O U N A R D M

E I K L E
LM
√√√ √√ √√√ √ √ √√√ √ √√√√ √√√√√√√√

Page 149 ends

LAUGENOUR AND MEIKLE
CIVIL ENGINEERING · LAND SURVEYING · PLANNING
· LM · REDUCED PLOT

DETAILS
C701
SHEET 9 OF 14
NO

PARKING
NO

PARKING

MINIMUM
FINE $250

PARKING
ONLY
VAN

ACCESSIBLE

UNAUTHORIZED VEHICLES PARKED

IN DESIGNATED ACCESSIBLE

SPACES NOT DISPLAYING

DISTINGUISHING PLACARDS OR

SPECIAL LICENSE PLATES ISSUED

FOR PERSONS WITH DISABILITIES

WILL BE TOWED AWAY
AT THE OWNER'S EXPENSE.

TOWED VEHICLES

MAY BE RECLAIMED AT
( ADDRESS)

OR BY TELEPHONING
(TELEPHONE NUMBER)

EV CHARGING

ONLY COMPACT

Page 150 ends

LAUGENOUR AND MEIKLE
CIVIL ENGINEERING · LAND SURVEYING · PLANNING
· LM · REDUCED PLOT

DETAILS
C702
SHEET 10 OF 14

Page 151 ends

LAUGENOUR AND MEIKLE
CIVIL ENGINEERING · LAND SURVEYING · PLANNING
· LM · REDUCED PLOT

FIRE PLAN
C901
SHEET 12 OF 14
© L A U G E N O U R A N D M E I K L E © L A U G E N O U N A R

D M E I K L E
LM

Page 152 ends

DS
DS
DS
DS
1 A-402
A
C
1 D
E
G
H
F
2 5 12
A-301
2 A-302
1 B
113 SF
NC-1
140
115 SF
NC-2
139
115 SF
NC-3
138
115 SF
NC-4
137
115 SF
NC-5
136
115 SF
NC-6
135
115 SF
NC-7
134
115 SF
NC-8
133
115 SF
NC-9
132
4 K
104' - 8"
227 SF
CASE

MANAGEMENT
112
216 SF
CASE

MANAGEMENT
111
60 SF
DATA
110
204 SF

ADMINISTRATION
OFFICE
109
143 SF
INTAKE
102
122 SF

PEST CONTROL
103
577 SF
GROUP

COUNSELING
124
105 SF

STORAGE LINEN
115
121 SF

UTILITY /

STORAGE
117
425 SF

LAUNDRY
114
650 SF
MEN'S

BATHROOM
118
131 SF

CLIENT STORAGE
116
105 SF
OFFICE
107
81 SF
STAFF

RESTROOM
108
410 SF

WOMEN'S

BATHROOM
148
3' - 0"9' - 6"6' - 0"11' - 0"
131 SF

ADMINISTRATION
OFFICE
128
237 SF
MEN'S

BATHROOM-NC
147
238 SF

WOMEN'S

BATHROOM-NC
144
62 SF

MEDICATION
127
104 SF

COUNSELING
OFFICE 1
143
80 SF

MECHANICAL

UTILITY
145
78 SF

MAINTENANCE
ROOM
146
87 SF

LAUNDRY
129
104 SF

COUNSELING
OFFICE 2
142
6 7 8 9 10 11
12' - 6"6' - 0"31' - 6"10' - 0"15' - 0"15' - 0"12' - 0"3' - 0"10' - 0"9' - 0" 2 A-402
440 SF

DAY ROOM
141
102 SF

WAITING AREA
125
921 SF

COMMERCIAL

KITCHEN
119
100 SF
FIRE
122
100 SF

ELECTRICAL
123
25' - 0" 12' - 9"
L
144 SF
NC-11
154
144 SF
NC-12
153
142 SF
NC-13
152
142 SF
NC-14
151
3 6' - 5 1/2" 3' - 11 1/2" 10' - 5" 10' - 5" 10' - 5" 5' - 9 1/2" 4' - 7 1/2" 10' - 5" 10' - 5" 10' - 5" 10' - 5" 10' - 11" 281 SF

WAITING AREA
105
168 SF
ENTRY
101
299 SF
HALLWAY 5
106
126 SF
HALLWAY 2
126
598 SF
HALLWAY 3
130
914 SF
HALLWAY 1
113
241 SF
HALLWAY 4
149
3 A-402
2 A-401
3 A-401
A-601
2 A-601
1 A-600
4 124' - 0"
116 SF
NC-10
131
1 A-401
W
D

DDWWW/D W/D W/D W/D W/D W/D
J
A-600
1 A-600
2 103
145
102
104
107
109A
110
108
111A
122A123A
119D
119B
119A
118A
117
115A
114A
116A
148A
149E
146
143A142A
127
140
139138137136135134133132131
147A144A
128A
124B
124A
106A
130A
147B144B
101A
119C
119E
149D
X103 149C
X102
5' - 9 3/4"
4' - 11 3/4"

22.7 109B
111B
8' - 0" FOF
11' - 1 1/2"
3' - 1" 2' - 10" 8' - 6"
3' - 1" 2' - 8" 2' - 3"
14' - 6"

6.1 24' - 6 1/2"
10' - 0 1/2"

EQ EQ EQ
EQ
EQ EQ

7.6 7.6

8.21 7B
7A
7A
7B 7B 7B 7B 7B 7B 7B 7B
7A 8A
5B
10 10
10 10
10 10
10 10
10 10
10 10
10 10
10 10
10 7A
5B
5B
5B
5B
5B
5B
5B
7A
5B
7A
7A
7A
7B
5A
5B
5B
7A
5B
9 7A
7A
7A
5A
7B
7B
7B
6B
6B
5B
5B 5B
5B
5B TYP
7B
7B
7B
7B
7B
7B
8A
8A
8A
5A
5A
5A
5A
5A
5A
6B
7A
7A
5A
5A
5A
7A
7A
7A
7A
7A
5A
7A
7A
7A
7A
8A 8A
8A
143B142B
6B
5B
W1 W3 W3 W1 W3 W3 W1 W3
W3
W3
W1
W3
W3
W1
W3
W4
W4
W4
W4
W4
W4
W4
W4 W4
W1
W1
W1
W1
W1
W1
W6 W6
W6
129
W8
W3 W1 W3 W3 W1 W3 W3 W1
W1
W6
W6
W6
2 5/8"
3' - 10"
7A
7A
7A
7A
7A
7A

EXISTING ROOF

PROJECTION TO BE

DEMOLISHED PER

COORDINATION WITH

FIRE MARSHALL
149A
W5
5' - 6 1/4"
W7
W7
W7
W7
W6
87 SF
PANTRY
119E
174 SF

REFRIGERATOR
119F
97 SF

FREEZER
119G
57 SF

RESTROOM
119C
53 SF
OFFICE
119B
5B
1 A-301
1' - 6"
112
X104
X105
X106
X107
W6 W6 W6
1' - 6"
5A
5B

8.21 7.6

7.6 8.21

8.21 7.6 7.6
G1
G2
G3
A-602
1 12' - 1 7/8" 12' - 0" 13' - 5"
149B
A-302 2
HALLWAY 1
113

26.15 W6
W6 W6
5' - 8 1/2"5 1/2"
1' - 2"
W8
7' - 2"4" 5' - 3 3/4"2' - 8" 2' - 2" 2' - 0"
6' - 10"
CLR
18"
Y101
6 7/8" 2' - 5 1/4"
2' - 5 1/4"
3' - 6 7/8" 6' - 6 7/8"
2' - 5 1/4"
6' - 6 7/8" 2' - 2" 3' - 10" 4' - 7" 5' - 7" 3' - 10" 5' - 0" 4' - 11 5/8" 4' - 7 7/8" 5' - 5 7/8"
2' - 2" 1' - 4 1/8" 4' - 6 7/8" 2' - 2" 1' - 6 5/8" 2' - 2" 1' - 9 7/8" 4' - 3 7/8" 1' - 7 1/8" 3' - 2 7/8" 3' - 2 1/8" 2' - 2" 4' - 0 7/8" 2' - 11 1/2"
2' - 8" 3' - 5 1/2"
6B
6B
2' - 0 1/4"
1' - 9"
3 A-603
1 A. SITE INFORMATION IS BASED ON OWNERS
SURVEY DATED xxxxx BY xxxxx. REFER TO THE

LEGAL SURVEY (PROVIDED BY OTHERS) FOR

PROPERTY LINE DIMENSIONS AND EXACT
LOCATIONS OF EXISTING SITE ELEMENTS.

B. ALL SURVEY INFORMATION INDICATING ALL

EXISTING CONDITIONS ARE SHOWN FOR
REFERENCE ONLY.

C. SEE CIVIL DRAWINGS FOR STANDARD SITE
ACCESSIBILITY REQUIREMENTS.

D. ALL PARKING SPACE DIMENSIONS ARE TO
GARAGE SIDE OF CURB. PARKING SPACES ARE
8’-6” WIDE UNO. SCD.

E. STREET, PARKING, DRIVE CUTS, AND / OR PUBLIC

RIGHT OF WAY INFORMATION ARE SHOWN FOR
REFERENCE ONLY. SEE CIVIL DRAWINGS FOR
DETAILED INFORMATION.

F. DIMENSIONS SHOWN ON THIS PLAN ARE FOR

GENERAL LAYOUT OF THE BUILDINGS AND SITE
ELEMENTS.

G. SEE CIVIL FOR FINISH GRADES ADJACENT TO
BUILDING.

H. ENTRY DOORS TO HAVE A SLOPE OF NOT MORE
THAN 1:48 FOR A MINIMUM OF 60" IN FRONT OF
DOORS.

I. SLOPE ALL GRADES AT PLANTING AREAS,

SIDEWALKS AND PAVING AWAY FROM THE
BUILDING. IF CONFLICTS OCCUR NOTIFY THE
ARCHITECT IMMEDIATELY.

J. SLOPE OF WALKING SURFACES TO BE NO
STEEPER THAN 1:20 AND HAVE A CROSS SLOPE
OF NO STEEPER THAN 1:48.

A. SEE SPECIFIC WALL ASSEMBLY TYPES ON FLOOR
PLANS AND A801 FOR DETAILS.

B. AT OSSC WALL TYPES DESIGNATED BELOW WITH
NOTE: “ADDITIONAL PROTECTION FEATURES
REQUIRED”, SEE DOOR AND WINDOW SCHEDULES

FOR RATINGS, MECHANICAL DRAWINGS,

PENETRATION DETAILS, JOINT DETAILS, AND FOR

CONTINUITY REQUIREMENTS, SEE ASSOCIATED

VERTICAL SECTIONS AND DETAILS (AND HORIZONTAL
ASSEMBLIES WHERE REQUIRED.)
C. AT OSSC WALLS TYPES DESIGNATED BELOW, IN
ACCESSIBLE CONCEALED SPACES PER IBC 703.5,
PROVIDE PERMANENT SIGNAGE NOTING "FIRE AND OR
SMOKE BARRIER - PROTECT ALL OPENINGS".
3-HOUR FIRE BARRIER WALL & RATED
COLUMN
2-HOUR RATED WALL

ADDITIONAL PROTECTION FEATURES

REQUIRED
1-HOUR RATED WALL

ADDITIONAL PROTECTION FEATURES

REQUIRED

NON-RATED WALL

NO ADDITIONAL PROTECTION FEATURES
PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:

SHEET:

REVISIONS:
1201 J STREET
SUITE 200
SACRAMENTO, CA 95814
PHONE: 916.269.8818
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
10/15/2024 10:3
0:01 A
M
C:\Users\enavarro\D
ocuments\_
RevitLocal\2321 24
_
0 9
0 3
Shelter E
x
p
ansion_
R21_enavarro
Q
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4 G7.rvt
2321

SHELTER II AT

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

FRIENDS OF THE

MISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901

BUILDING PERMIT

SUBMITTAL
LEVEL 01
A-201

EN, KS, JL

AS, JM, JL
10/15/24
3/16" = 1'-0"A-201
1 LEVEL 01 FLOOR PLAN
N
0 4' 8' 12'

GENERAL NOTES

KEYNOTES

7.6 DOWNSPOUT; WITH THROUGH WALL
SCUPPER AT PARAPETS; PAINTED, TYP.,

PAINT COLOR INDICATED ON ELEVATION

8.21 DOOR ACTUATOR MOUNTED AT 42" AFF

TO TOP OF OPERABLE PARTS

22.7 HOSE BIBB

26.15 ELECTRICAL METER IS LOCATED IN
ELECTRICAL ROOM 123. THE METER IS

INTEGRATED INTO THE MAIN

SWITCHBOARD (MSB), AND THE

REQUIRED CLEARANCE IS INDICATED
WITH DASHED LINES ON THE PLAN. SEE
ELECTRICAL SHEETS E-401 FOR
ENLARGED PLAN AND E-701 FOR MSB
ELEVATION.

LEGEND - WALL TYPES
UP

Page 153 ends

A
C
1 D
E
G
H
F
2 5 12
B
4 K
6 7 8 9 10 11
L
3 J

6.1 3/4"
3/4"3/4" 3/4"
3' - 0"
3/4" 3/4"
3' - 0"
3/4"
4' - 7 1/4"1' - 3 1/4" 3/4" 3' - 0 1/4" 1' - 0 3/4"3/4" 3/4"
1 3/4" 2' - 1" 6" 2' - 6" 2 3/4" 4' - 6 3/4" 4' - 8 3/4" 4' - 10 3/4" 7' - 0 1/2" 3' - 7 3/4" 2 3/4" 6"

ROUND HSS

COLUMN -TYP, SEE

STRUCTURAL

TIMBER COLUMN -TYP,

SEE STRUCTURAL
4' - 6"
6"
3/4"
4' - 6"
6' - 11 1/4"
5 3/4"
6"
4' - 6"
1' - 10"
4' - 9"
7' - 2"
1"
1' - 8"
4"
1' - 0"
1' - 8"
1"
2' - 10"
2' - 2"
1' - 7 1/2"
1' - 7"
3' - 5 3/4"
5 1/2"
4' - 6"
2' - 1"
1' - 4"
1/2"6' - 9"
6"
1' - 3" 5' - 9" 1' - 0" 9' - 0"
6" 6" 3' - 0" 7' - 4" 6' - 8" 7' - 4"
2' - 7" 11' - 0"
6 3/4" 1' - 6 3/4" 4' - 2 3/4" 3' - 8 3/4" 6 3/4" 2' - 0" 10 1/4" 10 1/2"
14' - 10 1/4"
1% MIN
1% MIN
1% MIN
1% MIN
1% MIN
1% MIN 6 3/4"
2' - 1 1/4"
6 3/4" 1 1/4"
11' - 1 1/4" 7' - 5"
1% MIN 1% MIN
1' - 3 1/2" 1' - 6 3/4"
1' - 0 1/2"
3/4" 2' - 9 1/4"
1% MIN
1% MIN
1% MIN
1% MIN
3 1/2" 2' - 6"
5' - 3 1/4" 3' - 0 3/4"
1% MIN 1% MIN
1% MIN
1% MIN
6" 6 1/4"
5' - 0 1/2"
5' - 5 3/4"
11"
5' - 2"
6' - 1 1/2"
3' - 11 1/4" 3' - 6"
1' - 11 3/4"
1% MIN 1% MIN
6 1/4" 3' - 10 1/4"
2' - 10 1/4"
1 1/4"
1% MIN
1% MIN
A. ALL DIMENSIONS ARE TO FACE OF CONCRETE,

FACE OF FOUNDATION ,OR CENTER OF COLUMN
UNO.

B. VERIFY ALL DOOR OPENINGS SIZED IN CURBS
WITH DOOR MFR.

FLOOR DRAIN / SINK, SEE PLUMBING

SLAB SLOPE
PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:

SHEET:

REVISIONS:
1201 J STREET
SUITE 200
SACRAMENTO, CA 95814
PHONE: 916.269.8818
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
10/15/2024 1:05:21 PMC:\Users\enavarro\D
ocuments\_
RevitLocal\2321 24
_
0 9
0 3
Shelter E
x
p
ansion_
R21_enavarro
Q
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4 G7.rvt
2321

SHELTER II AT

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

FRIENDS OF THE

MISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901

BUILDING PERMIT

SUBMITTAL

SLAB PLAN
A-201s

EN, KS, JL
AS
09/18/24
A-201s 3/16" = 1'-0"
1 LEVEL 01 SLAB PLAN
N
0 4' 8' 12'

GENERAL NOTES
LEGEND

Page 154 ends

DS DOWNSPOUT

OVERBUILT CRICKET
ROOF TIE-BACK ANCHOR;

SEE STRUCTURAL

ROOF OPENING

LIGHT WELL
A. COORDINATE INTERNAL ROOF DRAINS AND

PLUMBING VENTILATION STACKS WITH DESIGN

BUILD STRUCTURAL ELEMENTS AND PLUMBING
PLANS.

B. SPOT ELEVATIONS ARE TO THE TOP OF THE ROOF

SYSTEM OF THE TOP OF THE PARAPET UNO AND
ARE RELATIVE TO THE ROOF LEVEL DATUM.

C. COORDINATE MECHANICAL UNIT LOCATIONS,

SIZES AND CLEARANCE AND OTHER
REQUIREMENTS.

D. SEE A-830 FOR ROOF PENETRATION DETAILS.

E. PROVIDE NO SLOPE LESS THAN 1/4" PER 12" AT
ROOFS, OVERHANGS, CRICKETS AND VALLEYS.

F. DRAFTSTOPPING MATERIALS SHALL BE NOT LESS
THAN 1/2" GYPSUM BOARD, 3/8" WOOD
STRUCTURAL PANEL, 3/8-INCH" PARTICLEBOARD,
1" NOMINAL LUMBER, CEMENT FIBERBOARD,

BATTS OR BLANKETS OF MINERAL WOOL OR

GLASS FIBER, OR OTHER APPROVED MATERIALS
ADEQUATELY SUPPORTED. THE INTEGRITY OF
DRAFTSTOPS SHALL BE MAINTAINED.

G. DOWNSPOUTS SHALL BE 26 GAUGE, 3" x 4"
RECTANGULAR PROFILES.
1 A-402
A
C
1 D
E
G
H
F
12 1 A-301
2 5
A-301
2 A-302
1 B
4 K
6 7 8 9 10 11
2 A-402
L
3 3
A-402
2 A-401
3 A-401
1 A-401
J

6.1 SHED ROOF
4293 SF

POTENTIAL FUTURE PV LOCATION
2500 SF MAX

LOW ROOF
6675 SF

MECHANICAL EQUIPMENT LOCATION
1 1/2" / 1'-0"
VALLEY
RIDGE
VALLEY
VALLEY
VALLEY
RIDGE
VALLEY

ROOF ACCESS HATCH,

CRICKET AT HIGH SIDE

PARAPET / STEM WALL

FACE OF WALL

BELOW -TYP
A-301
3 ROOF AREA TO BE

REINFORCED TO

SUPPORT MECHANICAL

AND PLUMBING

EQUIPMENT

ROOF AREA TO BE

REINFORCED TO

SUPPORT MAU,

SEE MECHANICAL

AND STRUCTURAL
VENTILATED RAFTER SPACE PER 1202.2.1:
1029 SF /150 = 7 SF MIN FREE AREA TOTAL
PROVIDED = 3.5 SF FREE AREA AT LOW EAVE
VENTILATED RAFTER SPACE PER 1202.2.1:
1029 SF /150 = 7 SF MIN FREE AREA TOTAL
PROVIDED = 3.5 SF FREE AREA AT HIGH EAVE
2 A-830
3 A-830
3 A-822
1 A-830
4 A-830
5 A-830

AT WALL

AT PARAPET CAP
15 A-830
15 A-830

ROOF EQUIPMENT -TYP, SEE
1/4" / 1'-0"

MECHANICAL AND PLUMBING
1/4" / 1'-0"
STEM WALL 8" ABOVE

ROOF SURFACE MIN
1/4" / 1'-0"
1/4" / 1'-0"
VALLEY
VALLEY
VALLEY

7.6 7.6

ROOF AREA TO BE

REINFORCED TO

SUPPORT CONDSENER,

SEE MECHANICAL AND

FOOD SERVICE

7.6 7.6
A-302 2
PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:

SHEET:

REVISIONS:
1201 J STREET
SUITE 200
SACRAMENTO, CA 95814
PHONE: 916.269.8818
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
10/15/2024 10:3
0:0
3 A
M
C:\Users\enavarro\D
ocuments\_
RevitLocal\2321 24
_
0 9
0 3
Shelter E
x
p
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R21_enavarro
Q
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4 G7.rvt
2321

SHELTER II AT

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

FRIENDS OF THE

MISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901

BUILDING PERMIT

SUBMITTAL

ROOF PLAN
A-202

EN, KS, JL
AS
06/26/24

KEYNOTES

7.6 DOWNSPOUT; WITH THROUGH WALL
SCUPPER AT PARAPETS; PAINTED, TYP.,

PAINT COLOR INDICATED ON ELEVATION
LEGEND

GENERAL NOTES
3/16" = 1'-0"A-202
1 ROOF PLAN
N
0 4' 8' 12'

Page 155 ends

LEVEL 1
0' - 0"
T.O. PLATE
9' - 0"
T.O. PARAPET
14' - 6"
1 A-402

K H G F E D C B A

HIGH POINT
21' - 6 3/4"
L
2 A-401
3 A-401
J
W4 W4 W4 W4 W4 W4 W4
W3 W3 W3 W3 W3
TYP
2' - 2"
10 W1 W1
A-821
9 A-821
11 A-821
4 A-830
1 A-830
5 A-822
T
Y
P
2' - 3"
A-811
1 A-811
2 7.6

7.14 SW 7025
SW 7025

5.8 5.28

8.21 5.32 5.31 5.30 5.29 5.31 5.32

6.17 PURPLE GREEN YELLOW MAGENTA GREEN PURPLE

5.15 10.13

8.21 A. SEE G010 AND A850 FOR STANDARD
ACCESSIBILITY REQUIREMENTS.

B. SEE ENLARGED PLANS FOR ADDITIONAL
INFORMATION.

C. SEE ENLARGED PLANS AND EXTERIOR WINDOW
SCHEDULE FOR SIZE AND TYPE OF WINDOW.

D. ALL DIMENSIONS ARE TO FACE OF STUD UNO OR

CENTER OF WINDOW OPENING, COLUMN,

EXTERIOR DIMENSIONS ARE TO FACE OF
FOUNDATION/FACE OF FRAMING. DIMENSIONS
INDICATED AS “CLR” ARE TO FACE OF FINISH
UNO.

E. ALL DOOR OPENINGS PERPENDICULAR TO A WALL
ARE 4” TO FACE OF PERP STUD UNO.

F. SEE A851 FOR PENETRATION REQUIREMENTS.

G. ALL FIXTURES, FURNISHINGS & EQUIPMENT NOT

IN CONTRACT SHOWN DASHED FOR REFERENCE
ONLY.

H. DASHED BOXES AND CIRCLES ON PLAN

DESIGNATE REQUIRED ACCESSIBLE OR
EQUIPMENT CLEAR FLOOR SPACE.

I. ALL JANITOR CLOSETS TO HAVE WATER
RESISTANT GYP BOARD AT WALLS.

J. SEE A850 FOR FIXTURE AND ACCESSORY

MOUNTING HEIGHTS, BLOCKING AND

CLEARANCES
K. SIGNAGE IS TO BE MOUNTED ON ALL FDC’S

SERVING AUTOMATIC SPRINKLERS, STANDPIPES
OR FIRE PUMP CONNECTIONS.

FCP1 - FIBER CEMENT PANEL, PAINTED
SW 7727
FCL1 - FIBER CEMENT LAP SIDING
SW 9166
FCP2 - FIBER CEMENT PANEL, PAINTED
SW 7025
FCP3 - FIBER CEMENT PANEL, PAINTED
SW 7026
LEVEL 1
0' - 0"
T.O. PLATE
9' - 0"
T.O. PARAPET
14' - 6"
12 11 10 9 8 7 6 5 4 2 1
2 A-402

HIGH POINT
21' - 6 3/4"
3 BREEZEWAY
3 A-402
1 A-401

6.1 T.O. PLATE AT
SHED
19' - 6 3/4"
W3 W3 W3 W3 W3 W3 W3 W3 W3 W3
W1 W1 W1 W1 W1 W1 BREEZEWAY

EQEQ EQEQ

EXISTING BUILDING
A-301
3 7.6

7.6 7
A-822
2 A-830
8 A-830
14 A-821
13 A-821
16 A-821
T
Y
P
2' - 3"
SW 9166
SW 9166 5.8

5.15 5.31 5.29 5.30 5.32 5.31 5.30 5.29 5.30 5.31 5.30 5.29

5.28 GREEN MAGENTA YELLOW PURPLE GREEN YELLOW MAGENTA YELLOW GREEN YELLOW MAGENTA

5.32 PURPLE

5.32 PURPLE
8 A-411
T.O. PLATE
9' - 0"
12 11 10 9 8 7 6 5 4
2 A-402

HIGH POINT
21' - 6 3/4"
1 A-401

6.1 T.O. PLATE AT
SHED
19' - 6 3/4"
W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2 W2
T
Y
P
4' - 0"

5.28 8
A-411
PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:

SHEET:

REVISIONS:
1201 J STREET
SUITE 200
SACRAMENTO, CA 95814
PHONE: 916.269.8818
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
10/15/2024 10:3
0:0
9 A
M
C:\Users\enavarro\D
ocuments\_
RevitLocal\2321 24
_
0 9
0 3
Shelter E
x
p
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R21_enavarro
Q
T
4 G7.rvt
2321

SHELTER II AT

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

FRIENDS OF THE

MISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901

BUILDING PERMIT

SUBMITTAL

EXTERIOR

ELEVATIONS
A-301

EN, KS, JL
AS
06/26/24
3/16" = 1'-0"A-301
1 EAST ELEVATION

GENERAL NOTES

MATERIALS LEGEND

KEYNOTES

5.8 PARAPET COPING, PAINTED, TYP. SW
9166

5.15 HSS STEEL TUBE, PAINTED, TYP., SW 7025

5.28 METAL FASCIA, PAINTED, TYP., SW 7025

5.29 METAL SURROUND, PAINTED, TYP., SW
6579

5.30 METAL SURROUND, PAINTED, TYP., SW
6677

5.31 METAL SURROUND, PAINTED, TYP., SW
6732

5.32 METAL SURROUND, PAINTED, TYP., SW
6981

6.17 PAINTED COLUMN & BEAM, TYP. SEE
STRUCTURAL, SW 7025

7.6 DOWNSPOUT; WITH THROUGH WALL
SCUPPER AT PARAPETS; PAINTED, TYP.,

PAINT COLOR INDICATED ON ELEVATION

7.14 METAL GUTTER, PAINTED, TYP. PAINT

COLOR INDICATED ON ELEVATIONS

8.21 DOOR ACTUATOR MOUNTED AT 42" AFF

TO TOP OF OPERABLE PARTS

10.13 SUNSHADE FABRIC, TYP., CLASS A FIRE

SPREAD FABRIC
3/16" = 1'-0"A-301
2 NORTH ELEVATION
0 4' 8' 12'
3/16" = 1'-0"A-301
3 NORTH ELEVATION - SECOND STORY

Page 156 ends

LEVEL 1
0' - 0"
T.O. PLATE
9' - 0"
T.O. PARAPET
14' - 6"
12456789 10 11 12 2
A-402

HIGH POINT
21' - 6 3/4"
3 EXISTING

BUILDING
3 A-402
1 A-401

6.1 W4 W4

22.7 BREEZEWAY 10
A-822
9 A-822
11 A-822
18 A-821
17 A-821
19 A-821
3 A-830
3' - 1"
A-822 6
TYP
A-811 3 TYP
A-811 4
A-811 5

7.6 SW 7025

7.14 SW 7025
SW 9166 7.6 5.8

10.13 6.17

5.15 8
A-411
2' - 6"
12 A-821
LEVEL 1
0' - 0"
T.O. PLATE
9' - 0"
T.O. PARAPET
14' - 6"
1 A-402

ABCDEFGHK

HIGH POINT
21' - 6 3/4"
L
2 3 A-401
A-401
T.O. PLATE AT
SHED
19' - 6 3/4"
NOTE: ALL WINDOWS ON WEST

ELEVATION TO BE FROSTED
W1 W1 W1 W1 W1 W1 W1 8
A-830
15 A-821
TYP
2' - 3"
AT CHANNEL 7
A-822
W5

EQ EQ EQ EQ

5.15 7.6 SW 9166

5.8 10.13

5.28 5.15

8.2 15
A-822
A. SEE G010 AND A850 FOR STANDARD
ACCESSIBILITY REQUIREMENTS.

B. SEE ENLARGED PLANS FOR ADDITIONAL
INFORMATION.

C. SEE ENLARGED PLANS AND EXTERIOR WINDOW
SCHEDULE FOR SIZE AND TYPE OF WINDOW.

D. ALL DIMENSIONS ARE TO FACE OF STUD UNO OR

CENTER OF WINDOW OPENING, COLUMN,

EXTERIOR DIMENSIONS ARE TO FACE OF
FOUNDATION/FACE OF FRAMING. DIMENSIONS
INDICATED AS “CLR” ARE TO FACE OF FINISH
UNO.

E. ALL DOOR OPENINGS PERPENDICULAR TO A WALL
ARE 4” TO FACE OF PERP STUD UNO.

F. SEE A851 FOR PENETRATION REQUIREMENTS.

G. ALL FIXTURES, FURNISHINGS & EQUIPMENT NOT

IN CONTRACT SHOWN DASHED FOR REFERENCE
ONLY.

H. DASHED BOXES AND CIRCLES ON PLAN

DESIGNATE REQUIRED ACCESSIBLE OR
EQUIPMENT CLEAR FLOOR SPACE.

I. ALL JANITOR CLOSETS TO HAVE WATER
RESISTANT GYP BOARD AT WALLS.

J. SEE A850 FOR FIXTURE AND ACCESSORY

MOUNTING HEIGHTS, BLOCKING AND

CLEARANCES
K. SIGNAGE IS TO BE MOUNTED ON ALL FDC’S

SERVING AUTOMATIC SPRINKLERS, STANDPIPES
OR FIRE PUMP CONNECTIONS.

FCP1- FIBER CEMENT PANEL, PAINTED
SW 7727
FCL1- FIBER CEMENT LAP SIDING
SW 9166
FCP2- FIBER CEMENT PANEL, PAINTED
SW 7025
FCP3- FIBER CEMENT PANEL, PAINTED
SW 7026
LEVEL 1
0' - 0"
T.O. PLATE
9' - 0"
T.O. PARAPET
14' - 6"
NEW

BUILDING

TRENCH DRAIN SLOPE
S
L
O
P
E

EXISTING

BUILDING
PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:

SHEET:

REVISIONS:
2222 NE OREGON ST.

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

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
10/15/2024 10:30:12 AM
C:\Users\enavarro\Documents\_RevitLocal\2321 24_0903 Shelter Expansion_R21_enavarroQT4G7.rvt 2321

SHELTER II AT

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

FRIENDS OF THE

MISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901

BUILDING PERMIT

SUBMITTAL

EXTERIOR

ELEVATIONS
A-302

EN, KS, JL
AS
08/22/24
A-302 3/16" = 1'-0" 1 SOUTH ELEVATION
3/16" = 1'-0"A-302 2 WEST ELEVATION

GENERAL NOTES

MATERIALS LEGEND

KEYNOTES

5.8 PARAPET COPING, PAINTED, TYP. SW
9166

5.15 HSS STEEL TUBE, PAINTED, TYP., SW 7025

5.28 METAL FASCIA, PAINTED, TYP., SW 7025

6.17 PAINTED COLUMN & BEAM, TYP. SEE
STRUCTURAL, SW 7025

7.6 DOWNSPOUT; WITH THROUGH WALL
SCUPPER AT PARAPETS; PAINTED, TYP.,

PAINT COLOR INDICATED ON ELEVATION

7.14 METAL GUTTER, PAINTED, TYP. PAINT

COLOR INDICATED ON ELEVATIONS

8.2 WALL CAP VENT – COLOR TO MATCH
ADJACENT WALL, PAINTED.

10.13 SUNSHADE FABRIC, TYP., CLASS A FIRE

SPREAD FABRIC

22.7 HOSE BIBB
0 4' 8' 12'
1/4" = 1'-0"A-302 3 DETAIL SECTION - BREEZEWAY

Page 157 ends

LEVEL 1
0' - 0"
T.O. PLATE
9' - 0"
T.O. PARAPET
14' - 6"
1 2 4 5 6 7 8 9 10 11 12
2 A-402

HIGH POINT
21' - 6 3/4"
3 3
A-402
1 A-401

6.1 3
3 7B
2 10
7A
7A
10 1
10 HALLWAY 1
113

COMMERCIAL

KITCHEN
119
HALLWAY 5
106
CASE

MANAGEMENT
111
TYP
8" MIN
A-830
4 SIM
A-411
4 A-411
3 SIM
2 8' - 0"

REFRIGERATOR
119F
LEVEL 1
0' - 0"
T.O. PLATE
9' - 0"
T.O. PARAPET
14' - 6"
12 11 10 9 8 7 6 5 4 2 1
2 A-402

HIGH POINT
21' - 6 3/4"
3 3
A-402
1 A-401

6.1 T.O. PLATE AT
SHED
19' - 6 3/4"
2 3
10 HALLWAY 3
130
1 A-411
3 SIM
A-411
5 8
A-411

NOT RATED
1HR RATED
A. REFER TO G-010 FOR ENERGY CODE
COMPLIANCE REQUIREMENTS.

B. SEE WALL SECTIONS AND DETAILS FOR

INFORMATION ON CONTINUITY OF ALL EXTERIOR
CONTROL LAYERS.

C. WHERE EXTERIOR ELEMENTS INTERFACE WITH

INTERIOR SEE ENLARGED PLAN SHEETS FOR
ADDITIONAL INFORMATION.

D. TYPICAL ROOF CONDITIONS SHOWN - SEE ROOF
PLANS FOR ROOF CONFIGURATION AND PITCH.

LEVEL 1
0' - 0"
T.O. PLATE
9' - 0"
T.O. PARAPET
14' - 6"
1 A B C D A-402 E F G K

HIGH POINT
21' - 6 3/4"
L
2 A-401
3 A-401
J
T.O. PLATE AT
SHED
19' - 6 3/4"
7A 7A 5B
10 5A 7A
10 7A
5A
7A
8A
10 1
2 3
3 NC-7
134
HALLWAY 3
130

LAUNDRY
129

ADMINISTRATION
OFFICE
128

MEDICATION
127

WAITING AREA
105
OFFICE
107
STAFF

RESTROOM
108

ELECTRICAL
123
TYP
A-411
1 A-411
2 A-411
3 1' - 8"
1 1/2" / 1'-0"
3 2' - 0"
2' - 0"

BATT INSULATE ABOVE

WALLS THAT DO NOT

STOP AT PRIMARY

STRUCTURAL ROOF
2 REFRIGERATOR
119F
PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:

SHEET:

REVISIONS:
1201 J STREET
SUITE 200
SACRAMENTO, CA 95814
PHONE: 916.269.8818
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
10/15/2024 10:3
0:13
A
M
C:\Users\enavarro\D
ocuments\_
RevitLocal\2321 24
_
0 9
0 3
Shelter E
x
p
ansion_
R21_enavarro
Q
T
4 G7.rvt
2321

SHELTER II AT

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

FRIENDS OF THE

MISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901

BUILDING PERMIT

SUBMITTAL

BUILDING

SECTIONS
A-401

EN, KS, JL
AS
01/03/19
3/16" = 1'-0"A-401
2 BUILDING SECTION 2 - EW
3/16" = 1'-0"A-401
3 BUILDING SECTION 3 - EW

ASSEMBLY FIRE RATINGS

GENERAL NOTES
0 4' 8' 12'
3/16" = 1'-0"A-401
1 BUILDING SECTION 1 - NS

Page 158 ends

LEVEL 1
0' - 0"
T.O. PLATE
9' - 0"
T.O. PARAPET
14' - 6"
1 2 4 6 7 8 9 10 11 12
2 A-402

HIGH POINT
21' - 6 3/4"
3 3
A-402
1 A-401

6.1 2
3 1
10 3
2 10
HALLWAY 1
113
ENTRY
101

WAITING AREA
105
HALLWAY 4
149
10 A-411
6 A-411
3 SIM
2 LEVEL 1
0' - 0"
T.O. PLATE
9' - 0"
T.O. PARAPET
14' - 6"
1 A-402

L K H G F E D C B A
2 A-401
3 A-401
3 2
HALLWAY 1
113
MEN'S

BATHROOM
118

UTILITY /

STORAGE
117

STORAGE LINEN
115
HALLWAY 1
113

WOMEN'S

BATHROOM
148
HALLWAY 3
130
NC-2
139
7B 7B 5B
7A
10 5A 5A 7A
7A 7A
10 1
A-411
3 A-411
3 SIM
OPP
2 8" MIN
TYP
OFFICE
119B

RESTROOM
119C
LEVEL 1
0' - 0"
T.O. PLATE
9' - 0"
T.O. PARAPET
14' - 6"
1 A-402

K H G F E D C B A

HIGH POINT
21' - 6 3/4"
L
2 A-401
3 A-401
J
T.O. PLATE AT
SHED
19' - 6 3/4"
3 3 TYP
2 HALLWAY 5
106

WAITING AREA
105

WAITING AREA
125
HALLWAY 2
126
NC-8
133
10 2
1 7A
10 7A
A-411
4 OPP
A-411
3 SIM
OPP
A-411
7 1' - 8"
10 NOT RATED
1HR RATED
A. REFER TO G-010 FOR ENERGY CODE
COMPLIANCE REQUIREMENTS.

B. SEE WALL SECTIONS AND DETAILS FOR

INFORMATION ON CONTINUITY OF ALL EXTERIOR
CONTROL LAYERS.

C. WHERE EXTERIOR ELEMENTS INTERFACE WITH

INTERIOR SEE ENLARGED PLAN SHEETS FOR
ADDITIONAL INFORMATION.

D. TYPICAL ROOF CONDITIONS SHOWN - SEE ROOF
PLANS FOR ROOF CONFIGURATION AND PITCH.

PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:

SHEET:

REVISIONS:
1201 J STREET
SUITE 200
SACRAMENTO, CA 95814
PHONE: 916.269.8818
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
10/15/2024 10:3
0:14
A
M
C:\Users\enavarro\D
ocuments\_
RevitLocal\2321 24
_
0 9
0 3
Shelter E
x
p
ansion_
R21_enavarro
Q
T
4 G7.rvt
2321

SHELTER II AT

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

FRIENDS OF THE

MISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901

BUILDING PERMIT

SUBMITTAL

BUILDING

SECTIONS
A-402

EN, KS, JL
AS
07/10/24
3/16" = 1'-0"A-402
1 BUILDING SECTION 4 - EW
3/16" = 1'-0"A-402
3 BUILDING SECTION 6 - NS
3/16" = 1'-0"A-402
2 BUILDING SECTION 5 - NS
0 4' 8' 12'

ASSEMBLY FIRE RATINGS

GENERAL NOTES

Page 159 ends

A. REFER TO A-811 FOR FENESTRATION SCHEDULE
AND G-010 FOR ENERGY CODE COMPLIANCE
REQUIREMENTS.

B. SEE BUILDING SECTIONS FOR INFORMATION ON
CONTINUITY OF ALL EXTERIOR CONTROL LAYERS.

C. WHERE EXTERIOR ELEMENTS INTERFACE WITH

INTERIOR, SEE ENLARGED PLAN SHEETS FOR
ADDITIONAL INFOMRATION.

D. TYPICAL ROOF CONDITIONS SHOWN - SEE ROOF
PLANS FOR ROOF CONFIGURATION AND PITCH.

LEVEL 1
0' - 0"
T.O. PLATE
9' - 0"
K L
10 1' - 3"
A-830
3 A-822
1 A-822
3 BEAM PER STRUCTURAL

COLUMN PER

STRUCTURAL -BEYOND

TRUSS BLOCKING

WITH DRAFT STOP
2' - 3 1/2"
1 2

TYP AT SIDEWALK

TYP AT WALL TO ROOF

TRUSS BLOCKING

INTERIOR EXTERIOR

BULK WATER BARRIER /

VAPOR RETARDER - SEE

DETAILS -TYP
T.O. PLATE
9' - 0"
D
T.O. PLATE AT
SHED
19' - 6 3/4"

TRUSS BLOCKING

WITH DRAFT STOP
A-830
5 3
7A
10 2
3 A-830
2 TRUSS BLOCKING
A-822
3 SIM
SIM

INTERIOR

EXTERIOR
2 LEVEL 1
0' - 0"
T.O. PLATE
9' - 0"
T.O. PARAPET
14' - 6"
A
A-830
4 A-830
8 AT SCUPPER
10 1
3 2

EXTERIOR INTERIOR
LEVEL 1
0' - 0"
T.O. PLATE
9' - 0"
T.O. PARAPET
14' - 6"
A-830
1 10
2 A-821
9 A-821
11 TYP AT WINDOW

TYP AT WINDOW
1' - 2"
1 TRUSS BLOCKING

WITH DRAFT STOP

INTERIOR EXTERIOR
3 LEVEL 1
0' - 0"
T.O. PLATE
9' - 0"
T.O. PARAPET
14' - 6"
A-830
4 A-822
9 A-821
20 NEW CANOPY

STRUCTURE
R-14 MIN BATT INSULATION
R-17 MIN BATT INSULATION
A-822
4 TYP AT DOOR AT SIDEWALK
1 A-830
5 A-822
6 EXTERIOR INTERIOR
LEVEL 1
0' - 0"
T.O. PLATE
9' - 0"
12 HIGH POINT
21' - 6 3/4"
R-14 MIN BATT INSULATION
A-821
19 A-822
4 SIM
10 2
3 1' - 2"
A-830
1 1

INTERIOR EXTERIOR
LEVEL 1
0' - 0"
T.O. PLATE
9' - 0"
3 TRUSS BLOCKING 2

WITH DRAFT STOP
A-821
19 1

EXTERIOR INTERIOR
10 LEVEL 1
0' - 0"
T.O. PLATE
9' - 0"
T.O. PARAPET
14' - 6"
K
10"

WALL MOUNTED

ROLL UP DOOR

PER SPECS
3' - 1"
2' - 6"
1 10
3 2
A-821
12 A-821
19 PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:

SHEET:

REVISIONS:
1201 J STREET
SUITE 200
SACRAMENTO, CA 95814
PHONE: 916.269.8818
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
10/15/2024 10:3
0:16
A
M
C:\Users\enavarro\D
ocuments\_
RevitLocal\2321 24
_
0 9
0 3
Shelter E
x
p
ansion_
R21_enavarro
Q
T
4 G7.rvt
2321

SHELTER II AT

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

FRIENDS OF THE

MISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901

BUILDING PERMIT

SUBMITTAL

WALL SECTIONS
A-411

EN, KS, JL
AS
01/03/19

GENERAL NOTES
0 1' 2' 4'
A-411 1/2" = 1'-0"
1 WALL SECTION 1
A-411 1/2" = 1'-0"
2 WALL SECTION 2
A-411 1/2" = 1'-0"
3 WALL SECTION 3
A-411 1/2" = 1'-0"
4 WALL SECTION 4
1/2" = 1'-0"A-411
5 WALL SECTION 5
1/2" = 1'-0"A-411
6 WALL SECTION 6
1/2" = 1'-0"A-411
7 WALL SECTION 7
1/2" = 1'-0"A-411
8 WALL SECTION 8

Page 160 ends

A. SEE G010 AND A850 FOR STANDARD
ACCESSIBILITY REQUIREMENTS.

B. SEE ENLARGED PLANS FOR ADDITIONAL
INFORMATION.

C. SEE ENLARGED PLANS AND EXTERIOR WINDOW
SCHEDULE FOR SIZE AND TYPE OF WINDOW.

D. ALL DIMENSIONS ARE TO FACE OF STUD UNO OR

CENTER OF WINDOW OPENING, COLUMN,

EXTERIOR DIMENSIONS ARE TO FACE OF
FOUNDATION/FACE OF FRAMING. DIMENSIONS
INDICATED AS “CLR” ARE TO FACE OF FINISH
UNO.

E. ALL DOOR OPENINGS PERPENDICULAR TO A WALL
ARE 4” TO FACE OF PERP STUD UNO.

F. SEE A851 FOR PENETRATION REQUIREMENTS.

G. ALL FIXTURES, FURNISHINGS & EQUIPMENT NOT

IN CONTRACT SHOWN DASHED FOR REFERENCE
ONLY.

H. DASHED BOXES AND CIRCLES ON PLAN

DESIGNATE REQUIRED ACCESSIBLE OR
EQUIPMENT CLEAR FLOOR SPACE.

I. ALL JANITOR CLOSETS TO HAVE WATER
RESISTANT GYP BOARD AT WALLS.

J. SEE A850 FOR FIXTURE AND ACCESSORY

MOUNTING HEIGHTS, BLOCKING AND

CLEARANCES
K. SIGNAGE IS TO BE MOUNTED ON ALL FDC’S

SERVING AUTOMATIC SPRINKLERS, STANDPIPES
OR FIRE PUMP CONNECTIONS.

G
H
4 5
K
6 6.1 7
3' - 0 1/2"
8' - 4 1/2" 3' - 0"
4' - 11 1/2"
8' - 3 1/2"
8' - 6 1/2" 7' - 11 1/2"
7' - 11"
2' - 5 1/2"
119B 119C
119A
119D
119E
W6
2' - 4"
PANTRY
119E

REFRIGERATOR
119F

FREEZER
119G

COMMERCIAL

KITCHEN
119
OFFICE
119B

RESTROOM
119C

RANGE HOOD ABOVE
1' - 2 1/4"
1' - 1 3/8"
15' - 7 1/2"
10' - 7"
10' - 6"
8 A-411
A-600 14
15 16
13 C
D
A-600
10 12
11 9
2' - 2" 3' - 10" 4' - 7" 5' - 0" 3' - 10" 5' - 7"
4' - 0" 8' - 0"
124A
124B
1 A-855
TYP
GROUP

COUNSELING
124
W6
W6
24"
CPT-3
CPT-4
3' - 10" 3' - 10"
3' - 10" 3' - 10"

ACCENT PAINT

ACCENT PAINT
33" 33" 30"
3 6" 20" 3
4"
32"

12.15 12.13 11.4

ACCENT PAINT
3 4" 20" 3
6"
47"
24"34"34"34"34"34"24"4"

CASEWORK BLANK

PANEL AT EACH END

12.13 ACCENT PAINT

ACCENT PAINT
3' - 0"
A-600
17 TYP
A-600 6
5 6.1
3' - 2" 7' - 7 1/2"
12' - 0"
6' - 3" 6' - 3"
4' - 5" CLR

BUILT IN BENCH

SEATING
W6 W6
143A142A
129

DAY ROOM
141
CPT-3
CONC-1

ACCENT PAINT
2 A-855
7 3' - 0"3' - 0"

LIGHT GUAGE

METAL FRAMING
3"

STRIP LIGHT,

SEE ELECTRICAL

LIGHT GUAGE

METAL ANGLE

J-TRIM AT EDGE
1 1/2"
A-855
2 6.18
AND AT

WALL ENDS
PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:

SHEET:

REVISIONS:
1201 J STREET
SUITE 200
SACRAMENTO, CA 95814
PHONE: 916.269.8818
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
10/15/2024 10:3
0:19
A
M
C:\Users\enavarro\D
ocuments\_
RevitLocal\2321 24
_
0 9
0 3
Shelter E
x
p
ansion_
R21_enavarro
Q
T
4 G7.rvt
2321

SHELTER II AT

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

FRIENDS OF THE

MISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901

BUILDING PERMIT

SUBMITTAL

ENLARGED

PLANS &

ELEVATIONS
A-600

EN, KS, JL
AS
01/14/22

GENERAL NOTES

KEYNOTES

6.18 COMPOSITE WOOD ACCENT

11.4 UNDER COUNTER MINI FRIDGE - SEE

SPECIFICATIONS

12.13 SOLID SURFACE COUNTERTOP AND 4"

HIGH BACKSPLASH PER SPECIFICATIONS

12.15 CASEWORK SHROUD PANEL -

COORIDNATE WITH SINK DEPTH AND

ACCESSIBILITY KNEE CLEARANCE

REQUIREMENTS - CAP AT EXPOSED ENDS
1/4" = 1'-0"A-600
4 COMMERCIAL KITCHEN
1/4" = 1'-0"A-600
3 TYPICAL NON-CONGREGATE ROOM
0 2' 4' 8'
1/4" = 1'-0"A-600
1 GROUP COUNSELING
1/4" = 1'-0"A-600
6 DAY USE EAST
1/4" = 1'-0"A-600
10 GROUP COUNSELING SOUTH
1/4" = 1'-0"A-600
12 GROUP COUNSELING NORTH
1/4" = 1'-0"A-600
11 GROUP COUNSELING WEST
1/4" = 1'-0"A-600
9 GROUP COUNSELING EAST
1/4" = 1'-0"A-600
2 DAY USE
1/4" = 1'-0"A-600
5 DAY USE SOUTH
A-600 1/4" = 1'-0"
13 TYP NC NORTH
A-600 1/4" = 1'-0"
14 TYP NC EAST
A-600 1/4" = 1'-0"
15 TYP NC SOUTH
A-600 1/4" = 1'-0"
16 TYP NC WEST
3" = 1'-0"A-600
17 COVE LIGHT
1/4" = 1'-0"A-600
7 DAY USE NORTH

Page 161 ends

C
D
3 4 5 6

WOMEN'S

BATHROOM
148
MEN'S

BATHROOM-NC
147

WOMEN'S

BATHROOM-NC
144
A-601 1E
A-601
1G
A-601
1D
1F
1C
1B
A-601
2' - 0"
1' - 0"
3' - 8"
16' - 8 1/2" 6' - 6 1/2"
6"
3' - 6"
11 1/2"
2' - 2"
1A A-601
1C SIM
B46
148A
147A144A
147B144B

SEE FOR

ACCESSIBILITY REQUIREMENTS
1 / A-850
1' - 5"
3' - 5
5/8" 3' - 2 1/2" 3' - 0
3/4" 3' - 0
3/4" 7' - 4 1/4"
1' - 9"
3' - 4
3/4" 5' - 3 1/4" 10"
10 1/4"
T
Y
P
3' - 1 1/4"
24"
CLR
18"
CLR
18"

10.9 A. SEE G010 AND A850 FOR STANDARD
ACCESSIBILITY REQUIREMENTS.

B. SEE ENLARGED PLANS FOR ADDITIONAL
INFORMATION.

C. SEE ENLARGED PLANS AND EXTERIOR WINDOW
SCHEDULE FOR SIZE AND TYPE OF WINDOW.

D. ALL DIMENSIONS ARE TO FACE OF STUD UNO OR

CENTER OF WINDOW OPENING, COLUMN,

EXTERIOR DIMENSIONS ARE TO FACE OF
FOUNDATION/FACE OF FRAMING. DIMENSIONS
INDICATED AS “CLR” ARE TO FACE OF FINISH
UNO.

E. ALL DOOR OPENINGS PERPENDICULAR TO A WALL
ARE 4” TO FACE OF PERP STUD UNO.

F. SEE A851 FOR PENETRATION REQUIREMENTS.

G. ALL FIXTURES, FURNISHINGS & EQUIPMENT NOT

IN CONTRACT SHOWN DASHED FOR REFERENCE
ONLY.

H. DASHED BOXES AND CIRCLES ON PLAN

DESIGNATE REQUIRED ACCESSIBLE OR
EQUIPMENT CLEAR FLOOR SPACE.

I. ALL JANITOR CLOSETS TO HAVE WATER
RESISTANT GYP BOARD AT WALLS.

J. SEE A850 FOR FIXTURE AND ACCESSORY

MOUNTING HEIGHTS, BLOCKING AND

CLEARANCES
K. SIGNAGE IS TO BE MOUNTED ON ALL FDC’S

SERVING AUTOMATIC SPRINKLERS, STANDPIPES
OR FIRE PUMP CONNECTIONS.

B50
B49
B49
B50
B43
B10 B49
B47
B48 B10
B47
17" 30" 30" 30" 17"
B48 B49
B50
E
G
F
4 5 6 7

LAUNDRY
114
MEN'S

BATHROOM
118
A-601
2A
2B
A-601
2E
2D
2C

6.1 11"
3' - 6"
4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 7 1/2"
1' - 2 1/2"
1' - 1"
7' - 0"
2' - 8 1/2" 3' - 11" 3' - 0"
3' - 0"
W6 W6 W6
24"
1' - 8"
115A
114A
118A

SEE FOR

ACCESSIBILITY REQUIREMENTS
1 / A-850
3' - 4 1/2" 3' - 2 7/8" 3' - 0 3/4" 3' - 0 3/4" 3' - 0 3/4" 3' - 0 3/4" TYP
5' - 3 1/4" 3' - 1 1/4" 6"
10 1/2"
24"
W6 W6

10.9 10.9

12.13 B48 B49
B50

10.9 B44
B10
B47 B48
17" 17"30"30"30"30"
154"

10.9 B50
3' - 3"
36"36"36"

12.13 D
W
D
W
D
W
D
W
D
W
D

WW WD D
24"36"

12.13 3C A-601
3A
3B
3D
1' - 6"

SEE FOR

ACCESSIBILITY REQUIREMENTS
1 / A-850
B43
B26
B50
B21
B13
B44
B21
B10
B46
B50
B49
B46
B50
B10
B47
PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:

SHEET:

REVISIONS:
1201 J STREET
SUITE 200
SACRAMENTO, CA 95814
PHONE: 916.269.8818
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
10/15/2024 10:3
0:24
A
M
C:\Users\enavarro\D
ocuments\_
RevitLocal\2321 24
_
0 9
0 3
Shelter E
x
p
ansion_
R21_enavarro
Q
T
4 G7.rvt
2321

SHELTER II AT

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

FRIENDS OF THE

MISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901

BUILDING PERMIT

SUBMITTAL

ENLARGED

PLANS &

ELEVATIONS
A-601

EN, KS, JL
AS
07/16/24
1/4" = 1'-0"A-601
1 WOMEN'S RESTROOM & NC RESTROOMS

GENERAL NOTES

KEYNOTES

10.9 CHANGING BENCH, CFCI

12.13 SOLID SURFACE COUNTERTOP AND 4"

HIGH BACKSPLASH PER SPECIFICATIONS
B10 SURFACE MOUNTED MIRROR 30X42. TYP
B13 TOILET TISSUE DISPENSER.

B21 GRAB BAR.

B26 SOAP DISPENSER.

B43 PAPER TOWEL DISPENSER.

B44 TOILET SEAT COVER DISPENSER.

B46 BABY CHANGING STATION
B47 HOSE BIB MOUNTED 18" AFF
B48 SHOWER
B49 ADA SHOWER COMPARTMENT
B50 WALL BASE, SEE ROOM SCHEDULE
A-601 1/4" = 1'-0"
1G SHOWER RM WALL
A-601 1/4" = 1'-0"
1F SHOWER RM TYP
1/4" = 1'-0"A-601
1C BATHROOM-NC
1/4" = 1'-0"A-601
1B MEN'S BATHROOM-NC
1/4" = 1'-0"A-601
1E WOMEN'S RESTROOM
1/4" = 1'-0"A-601
1D WOMEN'S BATHROOM
1/4" = 1'-0"A-601
2 LAUNDRY & MEN'S BATHROOM
1/4" = 1'-0"A-601
2B MEN'S BATHROOM SOUTH
1/4" = 1'-0"A-601
2A MEN'S BATHROOM NORTH
1/4" = 1'-0"A-601
2E LAUNDRY ROOM NORTH
1/4" = 1'-0"A-601
2D LAUNDRY ROOM SOUTH
1/4" = 1'-0"A-601
3 STAFF RESTROOM
1/4" = 1'-0"A-601
3A STAFF RR NORTH
1/4" = 1'-0"A-601
3B STAFF RR SOUTH
1/4" = 1'-0"A-601
3C STAFF RR WEST
1/4" = 1'-0"A-601
3D STAFF RR EAST
1/4" = 1'-0"A-601
2C LAUNDRY ROOM EAST
1/4" = 1'-0"A-601
1A WOMEN'S BATHROOM-NC

Page 162 ends

D
E
4 5 6.1
A-602
2 3

8.21 WAITING AREA
105 W6 W6 W6
W8
W8
143B142B
104
146145
149A114A
116A
103102
101A
8' - 3" 10' - 2 1/2" 12' - 9" 6' - 0" 9' - 1"
3' - 0"
6' - 4"
W6 W6
A-855
9 1' - 1" 3' - 7 1/2" 7' - 7" 11' - 3" 7' - 1 1/2" 11' - 3" 7' - 11" 3' - 11 1/2"
14' - 4 1/2"

ACCENT PAINT

OPEN TO BEYOND
3' - 0"
13' - 0"
FOUR PAINT COLORS.

SHAPE/PATTERN TBD.

12.13 OPEN TO BEYOND

OPEN TO BEYOND
3' - 3"
3' - 0"

8.21 FOUR PAINT COLORS.

SHAPE/PATTERN TBD.

A. SEE G010 AND A850 FOR STANDARD
ACCESSIBILITY REQUIREMENTS.

B. SEE ENLARGED PLANS FOR ADDITIONAL
INFORMATION.

C. SEE ENLARGED PLANS AND EXTERIOR WINDOW
SCHEDULE FOR SIZE AND TYPE OF WINDOW.

D. ALL DIMENSIONS ARE TO FACE OF STUD UNO OR

CENTER OF WINDOW OPENING, COLUMN,

EXTERIOR DIMENSIONS ARE TO FACE OF
FOUNDATION/FACE OF FRAMING. DIMENSIONS
INDICATED AS “CLR” ARE TO FACE OF FINISH
UNO.

E. ALL DOOR OPENINGS PERPENDICULAR TO A WALL
ARE 4” TO FACE OF PERP STUD UNO.

F. SEE A851 FOR PENETRATION REQUIREMENTS.

G. ALL FIXTURES, FURNISHINGS & EQUIPMENT NOT

IN CONTRACT SHOWN DASHED FOR REFERENCE
ONLY.

H. DASHED BOXES AND CIRCLES ON PLAN

DESIGNATE REQUIRED ACCESSIBLE OR
EQUIPMENT CLEAR FLOOR SPACE.

I. ALL JANITOR CLOSETS TO HAVE WATER
RESISTANT GYP BOARD AT WALLS.

J. SEE A850 FOR FIXTURE AND ACCESSORY

MOUNTING HEIGHTS, BLOCKING AND

CLEARANCES
K. SIGNAGE IS TO BE MOUNTED ON ALL FDC’S

SERVING AUTOMATIC SPRINKLERS, STANDPIPES
OR FIRE PUMP CONNECTIONS. PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:

SHEET:

REVISIONS:
1201 J STREET
SUITE 200
SACRAMENTO, CA 95814
PHONE: 916.269.8818
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
10/15/2024 10:3
0:25
A
M
C:\Users\enavarro\D
ocuments\_
RevitLocal\2321 24
_
0 9
0 3
Shelter E
x
p
ansion_
R21_enavarro
Q
T
4 G7.rvt
2321

SHELTER II AT

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

FRIENDS OF THE

MISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901

BUILDING PERMIT

SUBMITTAL

ENLARGED

PLANS &

ELEVATIONS
A-602

EN, KS, JL
AS
09/24/24
1/4" = 1'-0"A-602
1 HALLWAY 1
A-602 1/4" = 1'-0"
2 HALLWAY 1 NORTH
1/4" = 1'-0"A-602
3 HALLWAY 1 SOUTH

GENERAL NOTES

KEYNOTES

8.21 DOOR ACTUATOR MOUNTED AT 42" AFF

TO TOP OF OPERABLE PARTS

12.13 SOLID SURFACE COUNTERTOP AND 4"

HIGH BACKSPLASH PER SPECIFICATIONS

Page 163 ends

C
D
5 B
4 6.1
A-603
2 3

LAUNDRY
129

ADMINISTRATION
OFFICE
128

MEDICATION
127

WAITING AREA
125
HALLWAY 2
126
HALLWAY 3
130

ACCENT PAINT

8.21 2"

6.18 3' - 0"

COMPOSITE

WOOD FRAME

10.14 4' - 0"
3' - 0"
6"

ACCENT PAINT

OPEN TO BEYOND OPEN TO
BEYOND

8.21 OPEN TO BEYOND
2"

ACCENT PAINT
A. SEE G010 AND A850 FOR STANDARD
ACCESSIBILITY REQUIREMENTS.

B. SEE ENLARGED PLANS FOR ADDITIONAL
INFORMATION.

C. SEE ENLARGED PLANS AND EXTERIOR WINDOW
SCHEDULE FOR SIZE AND TYPE OF WINDOW.

D. ALL DIMENSIONS ARE TO FACE OF STUD UNO OR

CENTER OF WINDOW OPENING, COLUMN,

EXTERIOR DIMENSIONS ARE TO FACE OF
FOUNDATION/FACE OF FRAMING. DIMENSIONS
INDICATED AS “CLR” ARE TO FACE OF FINISH
UNO.

E. ALL DOOR OPENINGS PERPENDICULAR TO A WALL
ARE 4” TO FACE OF PERP STUD UNO.

F. SEE A851 FOR PENETRATION REQUIREMENTS.

G. ALL FIXTURES, FURNISHINGS & EQUIPMENT NOT

IN CONTRACT SHOWN DASHED FOR REFERENCE
ONLY.

H. DASHED BOXES AND CIRCLES ON PLAN

DESIGNATE REQUIRED ACCESSIBLE OR
EQUIPMENT CLEAR FLOOR SPACE.

I. ALL JANITOR CLOSETS TO HAVE WATER
RESISTANT GYP BOARD AT WALLS.

J. SEE A850 FOR FIXTURE AND ACCESSORY

MOUNTING HEIGHTS, BLOCKING AND

CLEARANCES
K. SIGNAGE IS TO BE MOUNTED ON ALL FDC’S

SERVING AUTOMATIC SPRINKLERS, STANDPIPES
OR FIRE PUMP CONNECTIONS. PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:

SHEET:

REVISIONS:
1201 J STREET
SUITE 200
SACRAMENTO, CA 95814
PHONE: 916.269.8818
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
10/15/2024 10:3
0:27 A
M
C:\Users\enavarro\D
ocuments\_
RevitLocal\2321 24
_
0 9
0 3
Shelter E
x
p
ansion_
R21_enavarro
Q
T
4 G7.rvt
2321

SHELTER II AT

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

FRIENDS OF THE

MISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901

BUILDING PERMIT

SUBMITTAL

ENLARGED

PLANS &

ELEVATIONS
A-603

EN, KS, JL
AS
10/10/24
1/4" = 1'-0"A-603
1 HALLWAY 2 AND 3
A-603 1/4" = 1'-0"
2 NC HALLWAY SOUTH
1/4" = 1'-0"A-603
3 NC HALLWAY NORTH

GENERAL NOTES

KEYNOTES

6.18 COMPOSITE WOOD ACCENT

8.21 DOOR ACTUATOR MOUNTED AT 42" AFF

TO TOP OF OPERABLE PARTS

10.14 LOCKABLE DISPLAY UNIT

Page 164 ends

11' - 4"
20' - 0"

1.5%
12 12
12 12
12 2CY BIN -TYP
A-604 4
6" CONCRETE
CURBA-604
3 3
A-604
A-604 2
SIM
5 A-604

EA SIDE
3' - 0" FOOTING BELOW
A-604 6

EMBED PLATE -TYP

AT EACH COLUMN
4x4 HSS -TYP, SEE

STRUCTURAL
A. SEE G010 AND A850 FOR STANDARD
ACCESSIBILITY REQUIREMENTS.

B. SEE ENLARGED PLANS FOR ADDITIONAL
INFORMATION.

C. SEE ENLARGED PLANS AND EXTERIOR WINDOW
SCHEDULE FOR SIZE AND TYPE OF WINDOW.

D. ALL DIMENSIONS ARE TO FACE OF STUD UNO OR

CENTER OF WINDOW OPENING, COLUMN,

EXTERIOR DIMENSIONS ARE TO FACE OF
FOUNDATION/FACE OF FRAMING. DIMENSIONS
INDICATED AS “CLR” ARE TO FACE OF FINISH
UNO.

E. ALL DOOR OPENINGS PERPENDICULAR TO A WALL
ARE 4” TO FACE OF PERP STUD UNO.

F. SEE A851 FOR PENETRATION REQUIREMENTS.

G. ALL FIXTURES, FURNISHINGS & EQUIPMENT NOT

IN CONTRACT SHOWN DASHED FOR REFERENCE
ONLY.

H. DASHED BOXES AND CIRCLES ON PLAN

DESIGNATE REQUIRED ACCESSIBLE OR
EQUIPMENT CLEAR FLOOR SPACE.

I. ALL JANITOR CLOSETS TO HAVE WATER
RESISTANT GYP BOARD AT WALLS.

J. SEE A850 FOR FIXTURE AND ACCESSORY

MOUNTING HEIGHTS, BLOCKING AND

CLEARANCES
K. SIGNAGE IS TO BE MOUNTED ON ALL FDC’S

SERVING AUTOMATIC SPRINKLERS, STANDPIPES
OR FIRE PUMP CONNECTIONS.
1 /4
"
/
1 '-
0"
4x4 HSS, SEE

STRUCTURAL
3" DEEP

CORRUGATED

METAL ROOF

DRIP FLASHING BELOW

DECKING AT LOW END

AND ABOVE DECKING

AT HIGH END
5 A-604
4x4 HSS, SEE

STRUCTURAL
3" DEEP

CORRUGATED

METAL ROOF
5 A-604
4x4 HSS, SEE

STRUCTURAL
3" DEEP

CORRUGATED

METAL ROOF
6' - 0"
6" MIN
8" 1' - 0"
2' - 0"

PROPERTY LINE
8"

SLOPED CMU

TOP CAP
4x4 HSS, SEE

STRUCTURAL

CORRUGATED

METAL ROOF

DECKING
8" CMU WALL
GROUTED SOLID W/ #
4 VERT AT 16" O.C., (2)
#4 VERT AT WALL
ENDS AND CORNERS.

BOND BEAMS: (2) #4

HORIZ AT TOP BEAM
AND 48" HIGH BEAM
6" CONCRETE CURB
4' - 0"
(2) #4 CONTINUOUS #5 AT 18" O.C.

REINFORCED

CONCRETE SLAB
1' - 6" MIN

DRIP FLASHING

BELOW DECKING AT

LOW END AND ABOVE

DECKING AT HIGH
END
FULL HEIGHT C6x10.5
W/ 3 1/2"x12" ANCHOR

BOLT TO CMU

STEEL ANGLE

GATE FRAME

GROUT CELLS

AT REBAR

HEAVY DUTY GATE
HINGE, (3) PER

GATE LEAF
NOTE: GRIND SMOOTH AND

PAINT ALL GATE WELDS
STEEL

CORRUGATED DECK
PL 3/8x6x6 AT HSS

COLUMN ABOVE
1" 1"
(2) 4" DEEP a24

EMBED STUDS

PER PLATE
3" 3"
PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:

SHEET:

REVISIONS:
1201 J STREET
SUITE 200
SACRAMENTO, CA 95814
PHONE: 916.269.8818
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
10/15/2024 10:30:27 AM
C:\Users\enavarro\Documents\_RevitLocal\2321 24_0903 Shelter Expansion_R21_enavarroQT4G7.rvt 2321

SHELTER II AT

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

FRIENDS OF THE

MISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901

BUILDING PERMIT

SUBMITTAL
TRASH

ENCLOSURE
A-604

EN, KS, JL
AS
09/24/24
A-604 3/8" = 1'-0" 1 TRASH ENCLOSURE PLAN

GENERAL NOTES

KEYNOTES
0 2' 4' 6'
3/8" = 1'-0"A-604 3 TRASH ENCLOSURE - SIDE ELEVATION
A-604 3/8" = 1'-0" 2 TRASH ENCLOSURE - BACK ELEVATION
3/8" = 1'-0"A-604 4 TRASH ENCLOSURE - FRONT ELEVATION
A-604 3/4" = 1'-0" 5 TRASH ENCLOSURE - WALL SECTION
A-604 3" = 1'-0" 6 TRASH ENCLOSURE GATE POST

Page 165 ends

1 1/2" / 1'-0"
8' - 0"
8' - 0"
7' - 9"
8' - 0" 8' - 0"
8' - 0"
1 1/2" / 1'-0"
8' - 0"
8' - 0"
8' - 0"
8' - 0"
8' - 0"
EQ EQ
1 1/2" / 1'-0"
EQ EQ
E
Q
E
Q
TYP
EQ
TYP
EQ
T
Y
P
E
Q
T
Y
P
E
Q
EQ EQ
EQ EQ
E
Q
E
Q
1' - 6"
3' - 0"
E
Q
E
Q
12' - 0 1/4"
7' - 2 3/4"
EQ EQ
E
Q
E
Q
3' - 6"
EQ EQ
8' - 0" 4' - 0"8' - 0" 4' - 0"
6' - 6"
6' - 8 1/2"
8' - 6"
8' - 6"
8' - 6"
8' - 6"
EQ EQ
E
Q
E
Q
E
Q
E
Q
10' - 0"

POTENTIAL EXISTING

ROOF DEMO TO BE

COORDINATED WITH

FIRE MARSHAL
15' - 0" 10' - 0" 10' - 0" 5' - 0"
EQ EQ
E
Q
E
Q
4' - 6" 4' - 6"
4' - 0" 6' - 0"

FIBER CEMENT

PANEL SOFFIT

ALIGN SOFFIT JOINTS

WITH WALL JOINTS

SOFFIT VENT STRIPS,

SEE ROOF PLAN

RANGE HOOD BELOW

LAUNDRY
114

STORAGE LINEN
115

UTILITY /

STORAGE
117
MEN'S

BATHROOM
118

COMMERCIAL

KITCHEN
119 FIRE
122

ELECTRICAL
123
CASE

MANAGEMENT
112
CASE

MANAGEMENT
111
DATA
110

ADMINISTRATION
OFFICE
109 INTAKE
102

PEST CONTROL
103
HALLWAY 1
113

WAITING AREA
105
ENTRY
101

WOMEN'S

BATHROOM
148
MEN'S

BATHROOM-NC
147

WOMEN'S

BATHROOM-NC
144

MAINTENANCE
ROOM
146

MECHANICAL

UTILITY
145

COUNSELING
OFFICE 1
143

COUNSELING
OFFICE 2
142
NC-1
140
NC-2
139
NC-3
138
NC-4
137
NC-5
136
NC-6
135
NC-7
134
NC-8
133
NC-9
132
NC-10
131
HALLWAY 3
130

DAY ROOM
141

CLIENT STORAGE
116
OFFICE
107
STAFF

RESTROOM
108
GROUP

COUNSELING
124

WAITING AREA
125

MEDICATION
127

ADMINISTRATION
OFFICE
128

LAUNDRY
129
HALLWAY 4
149
HALLWAY 1
113
HALLWAY 2
126
5' - 0" EQ EQ EQ
E
Q
E
Q
11' - 0" AFF TYP
5' - 0" 5' - 0" E
Q
E
Q
2' - 0" 2' - 0"
3' - 0" EQ EQ 3' - 0"

EA SIDE
3' - 10" TYP
E
Q
E
Q

EQ EQ EQ EQ
E
Q
T
Y
P
E
Q
T
Y
P
4' - 0" 9' - 6" 2' - 6"
2' - 6"
2' - 6"
2' - 6" 2' - 10"
1' - 6"
TYP
EQ
TYP
EQ
T
Y
P
E
Q
T
Y
P
E
Q
E
Q
E
Q
5' - 6"
3' - 6" 3' - 0"
4' - 0" EQ EQ EQ EQ 5' - 1 1/2" 9' - 8 3/8" EQ EQ EQ 2' - 0" 2' - 0"
2' - 6"
2' - 5" 2' - 6" E
Q
E
Q
E
Q
E
Q
E
Q
2' - 0" 2' - 6"

EQ EQ EQ EQ
E
Q
E
Q
EQ EQ
2' - 0" EQ EQ
1' - 6" 1' - 6"
EQ EQ
6' - 4"
2' - 0"
4' - 6"
4' - 0" EQ EQ 4' - 0"
E
Q
E
Q
8' - 0" 8' - 0"
5' - 0" 12' - 0" 12' - 0" 12' - 0"
6' - 0" 6' - 0" E
Q
E
Q
E
Q
E
Q
7' - 6"
8' - 2"
7' - 6"
8' - 0" 8' - 0" 2' - 0" 6' - 0"
11 3/4"
4' - 0"

COOLING

UNIT LID
5' - 0"

ROOF STEP ABOVE,

SEE STRUCTURAL

NON-COMBUSTIBLE

FABRIC CANOPY

ABOVE -TYP

RESTROOM
119C
OFFICE
119B
PANTRY
119E

FREEZER
119G

REFRIGERATOR
119F

SEE FOOD SERVICE

DRAWINGS FOR

LIGHTING IN

COOLING UNITS
8' - 0"
TYP
7' - 8"
TYP
2' - 0"
8' - 0"
8' - 0"
7' - 6"
4' - 2
4' - 6"
"
4' - 0"
6' - 0" 6' - 0"
E
Q
E
Q
E
Q
E
Q
8' - 0" 8' - 0"
8' - 0"
6' - 0"
EQ EQ
6' - 0"
EQ EQ
6' - 0"
E
Q
E
Q
8' - 0"
8' - 0"
8' - 0"
9' - 0" 9' - 0"
8' - 0" 3' - 0"
10' - 0"
6' - 0" 10' - 0"
3' - 0"
10' - 0"
10' - 0"
8' - 0"
9' - 0"
3' - 0"3' - 0"
8' - 0"8' - 0"
4' - 0"
2' - 0"
4' - 0"
6' - 0"
1' - 9" 1' - 9"
1' - 2" 1' - 2"

6.18 9' - 0"
AFF

PRE-MANUFACTURED

WOOD SLAT CEILING
3' - 6"
4' - 6"
1' - 3"
2' - 3"
1' - 8"
7' - 6"
E
Q
E
Q
3' - 0" 3' - 0"
3' - 0"
3' - 0"
E
Q
E
Q
8' - 10 3/4"
2' - 0"

WALL MOUNTED

ROLL UP DOOR

PER SPECS

1. SEE A850 FOR STANDARD ACCESSIBILITY
REQUIREMENTS.

2. ALL DIMENSIONS ARE TO FACE OF FINISH UNO.

3. SEE A851 FOR PENETRATION REQUIREMENTS.

4. SEE A850 FOR ACCESSIBLE FIXTURE AND ACCESSORY
MOUNTING HEIGHTS, BLOCKING AND CLEARANCES.

5. SEE ELECTRICAL PLANS FOR EMERGENCY EGRESS
LIGHTING.

6. CENTER LIGHT FIXTURES IN ROOM IF NO DIMENSIONS
ARE PROVIDED. NOTIFY THE ARCHITECT IF THERE
APPEARS TO BE A CONFLICT.

DROPPED GYPSUM SOFFIT / CEILING

RECESSED CAN LIGHT, SEE ELECTRICAL

WALL SCONCE LIGHT, SEE ELECTRICAL

LINEAR PENDANT LIGHT, SEE ELECTRICAL

RECTANGULAR SURFACE MOUNT

LIGHT, SEE ELECTRICAL

PENDANT CAN LIGHT, SEE ELECTRICAL

RECTANGULAR RECESSED LIGHT,

SEE ELECTRICAL

DIFFUSER GRILLE, SEE MECHANICAL

SECURITY CAMERA, SEE TECHNOLOGY

ATTIC / ROOF ACCESS HATCH

SOLAR TUBE REFLECTOR

DIRECT/INDIRECT PENDANT

RECESSED CAN LIGHT

SURFACE MOUNTED CAN LIGHT
DROPPED 24"x24" ACT SOFFIT / CEILING
PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:

SHEET:

REVISIONS:
1201 J STREET
SUITE 200
SACRAMENTO, CA 95814
PHONE: 916.269.8818
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
10/15/2024 1:0
5:24
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SHELTER II AT

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

FRIENDS OF THE

MISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901

BUILDING PERMIT

SUBMITTAL

OVERALL CEILING
PLAN
A-701

EN, KS, JL
AS
07/25/24
A-701 3/16" = 1'-0"
1 OVERALL CEILING PLAN

GENERAL NOTES
LEGEND
N
0 4' 8' 12'

Page 166 ends

REINFORCED

CONCRETE SLAB,

SEE STRUCTURAL

FLOOR FINISH,

SEE PLANS FOR

TYPE AND

LOCATION
15mil VAPOR

BARRIER

COMPACTED

ROCK BASE, SEE

GEOTECH
REPORT

UNDISTURBED
SOIL

ROOF MEMBRANE
PROTECTION BOARD R-12 MIN CONTINUOUS

RIGID INSULATION

VAPOR RETARDER
ROOF

SHEATHING, SEE

STRUCTURAL

DRAFTSTOP

WHERE NOTED

ON ROOF PLAN

ROOF TRUSS,

SEE STRUCTURAL
(2) LAYERS TYPE
'X' GYPSUM

BOARD APPLIED

PERPENDICULAR

TO TRUSSES

MIN OFFSET
8"
R-19 MIN BATT

INSULATION
1 3/4" METAL

SUSPENSION
SYSTEM
(1) LAYER 1/2" MIN

GYPSUM BOARD / ACT

SYSTEM, SEE RCP
1 3/4"

SEE FOR SEISMIC
BRACING REQUIREMENTS 4 / A-853
2x6 WOOD STUDS
AT 16" OC, SEE

STRUCTURAL
3 1/2" BATT

INSULATION AT

BATHROOM ,

MEETING AND

OFFICE WALLS
(1) LAYER 5/8"

TYPE 'X' GYPSUM
BOARD
(1) LAYER 5/8"

TYPE 'X' GYPSUM
BOARD
5B 2x4 WOOD STUDS AT 16" OC IN LIEU OF 2x6 WOOD STUDS
2x6 WOOD STUDS
AT 16" OC, SEE

STRUCTURAL
5/8" TYPE 'X'

GYPSUM BOARD
6B 2x4 WOOD STUDS AT 16" OC IN LIEU OF 2x6 WOOD STUDS
R-17 MIN BATT INSLUATION
2x6 WOOD STUDS AT 16"

OC, SEE STRUCTURAL
5/8" TYPE 'X'

GYPSUM BOARD

SHEATHING, SEE

STRUCTURAL

DRAINABLE WRB

FIBER CEMENT PANEL
SIDING; SEE ELEVATIONS

INTERIOR EXTERIOR

METAL JOINT FINISHED TO
MATCH SIDING OVER WRB PRESTRIP AS REQUIRED BY MFR

UNIT CORRIDOR
(1) LAYER 5/8"

TYPE 'X' GYPSUM
BOARD
WOOD

SHEATHING

WHERE OCCURS,

SEE STRUCTURAL
3 1/2" BATT

INSULATION
2x6 WOOD STUDS
AT 16" OC, SEE

STRUCTURAL

RESILIENT
CHANNELS AT 24"
OC
(1) LAYER 5/8"

TYPE 'X' GYPSUM
BOARD
GRID
7B 2x4 WOOD STUDS AT 16" OC IN LIEU OF 2x6 WOOD STUDS
2x6 WOOD STUDS
AT 16" OC, SEE

STRUCTURAL
3 1/2" BATT

INSULATION AT

BATHROOM AND

OFFICE WALLS
(1) LAYER 5/8"

TYPE 'X' GYPSUM
BOARD
(1) LAYER 5/8"

TYPE 'X' GYPSUM
BOARD
WOOD

SHEATHING

WHERE OCCURS,

SEE STRUCTURAL
8B 2x4 WOOD STUDS AT 16" OC IN LIEU OF 2x6 WOOD STUDS

UNIT UNIT/CORRIDOR
(1) LAYER 5/8"

TYPE 'X' GYPSUM
BOARD
WOOD

SHEATHING

WHERE OCCURS,

SEE STRUCTURAL
3 1/2" ACOUSTIC

FIBERGLASS BATT

INSULATION
1" AIR SPACE
2x4 WOOD STUDS
AT 24" OC MAX

UNO, SEE

STRUCTURAL
(1) LAYER 5/8"

TYPE 'X' GYPSUM
BOARD
GRID

SEE STRUCTURAL

FOR PIPE

PENETRATION

LIMITATIONS
R-17 MIN BATT INSLUATION
2x6 WOOD STUDS AT 16"

OC, SEE STRUCTURAL
5/8" TYPE 'X'

GYPSUM BOARD

SHEATHING, SEE

STRUCTURAL

DRAINABLE WRB
FIBER CEMENT LAP SIDING;

SEE ELEVATIONS

INTERIOR EXTERIOR
8 X 8 X 16 CMU,

SEE STRUCTURAL

REINFORCEMENT

AS NEEDED, SEE

STRUCTURAL

ELASTOMERIC PAINT

PER ELEVATION
PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:

SHEET:

REVISIONS:
1201 J STREET
SUITE 200
SACRAMENTO, CA 95814
PHONE: 916.269.8818
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
10/15/2024 10:30:30 AM
C:\Users\enavarro\Documents\_RevitLocal\2321 24_0903 Shelter Expansion_R21_enavarroQT4G7.rvt 2321

SHELTER II AT

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

FRIENDS OF THE

MISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901

BUILDING PERMIT

SUBMITTAL

ASSEMBLIES
A-801

EN, KS, JL
AS
01/03/19

1. WHERE A NON-SHEARWALL EXTENDS AND ALIGNS

PARALLEL WITH A SHEAR WALL, PROVIDE ADDITIONAL

SHEATHING LAYERS TO THE NONSHEAR WALL TO
PROVIDE CONTINUOUS FACE OF FINISH.

2. LOCATE THERMAL INSULATION ON THE COLD SIDE (IN

WINTER) OF DOMESTIC WATER PIPES AS REQUIRED TO
PROTECT PIPE FROM FREEZING.

3. PROVIDE ADDITIONAL FRAMING, BLOCKING, AND FINISHES
AS REQUIRED FOR PLUMBING ACCESS PANELS.

4. PROVIDE ADDITIONAL BLOCKING AS REQUIRED TO

SUPPORT SHELVING, TOWEL BARS, GRAB BARS, RAILINGS,

AND ALL OTHER WALL-MOUNTED ACCESSORIES AND
EQUIPMENT.

5. PROVIDE UL APPROVED THROUGH PENETRATION AND

MEMBRANE PENETRATION FIRESTOP SYSTEMS AS

REQUIRED BY CODE AT ALL ELECTRICAL, PLUMBING, AND

MECHANICAL PENETRATIONS IN FIRE-RATED ASSEMBLIES,
SEE XX/XX.

6. PROVIDE WATER RESISTANT GYPSUM BOARD AT BATH TUB
AND SHOWER WALLS.

7. PROVIDE FIRE BLOCKING & DRAFTSTOPS IN CONCEALED

SPACES BETWEEN RATED ASSEMBLIES, PROVIDE FIRE
BLOCKS AND DRAFT STOPS PER 2014 OSSC SECTION 718.

8. PROVIDE FIRE BLOCKING IN CONCEALED SPACES OF
WALLS, PARTITIONS, AND FURRED SPACES AT 10 FT OC

MIN IN BOTH VERTICAL AND HORIZONTAL DIRECTIONS

AND AT ALL INTERCONNECTIONS BETWEEN CONCEALED
VERTICAL AND HORIZONTAL SPACES.

9. PROVIDE FLUID APPLIED WATERPROOFING AT EXTERIOR
FOUNDATIONS, FOOTINGS AND SUBGRADE WALLS.

BLIND-SIDE ATTACHED BENTONITE WATERPROOFING TO
BE USED AT SHORED WALLS.

FLOOR - SLAB ON GRADE
1 ASSEMBLY: N/A
1HR FLAT ROOF/CEILING
2 ASSEMBLY: GA RC 2602 FIRE: 1HR

NON-RATED DROPPED CEILING
3 ASSEMBLY: N/A

NON-RATED INTERIOR WALL
5A
ASSEMBLY: N/A

NON-RATED INTERIOR FURRING WALL
6A
ASSEMBLY: N/A
1HR EXTERIOR WALL - PANEL
10 ASSEMBLY: WS4-1.2 FIRE: 1HR
1HR CORRIDOR WALL
7A
ASSEMBLY: GA WP 3243 FIRE: 1HR
SOUND: STC 51SOUND TEST NRC-TL-97-003
1HR INTERIOR WALL
8A
ASSEMBLY: GA WP 3510 FIRE: 1HR
1HR PARTY WALL
9 ASSEMBLY: UL U431 FIRE: 1HR
SOUND: STC 56-57TL-93-266 OR PGD-02-10-055
1HR EXTERIOR WALL - LAP
11 ASSEMBLY: WS4-1.2 FIRE: 1HR
2HR EXTERIOR WALL - CMU
12 ASSEMBLY: CBC TABLE 721.1(2) ITEM 3 FIRE: 2HR

Page 167 ends

SINGLE FLUSH
B.

SINGLE FLUSH

NARROW LITE
C.

SINGLE FLUSH

FULL LITE
E.

SINGLE FLUSH
LOUVRE
F.

DOUBLE FLUSH
D.

SINGLE FLUSH

HALF LITE
G.

SLIDING POCKET
H.

DOUBLE FLUSH

FULL LITE
A.1.

SINGLE FLUSH

PARTIAL
W1) FIXED

EXTERIOR
W4) FIXED / AWNING

EXTERIOR
W3) SINGLE HUNG

EXTERIOR
1' - 4" 2' - 6"
5' - 6"5' - 6"
U
N
O
2' - 3"
U
N
O
2' - 3"
W2) FIXED

EXTERIOR

CLERESTORY
VA
RIE
S
4' - 2" W6) FIXED

INTERIOR
3' - 0"
U
N
O
2' - 3" 7' - 7"
5' - 6"
3' - 0"
W5) FIXED

EXTERIOR
T
O
T.O. PLA
T
E
4' - 0" 3' - 0"
3' - 0"

FINISHED FLOOR
U
N
O
2' - 3" 5' - 6"
3' - 0"
W7) (E) SINGLE HUNG

EXTERIOR
5' - 6"
3' - 0"
E
XIS
TIN
G
M
A
T
C
H
W8) FIXED

INTERIOR
VA
RIE
S
4' - 2"
5' - 0"
1' - 7"
5' - 10"
8' - 10"
1' - 7"
8' - 10"
9' - 10 1/4"
EQ EQ
1' - 7"
9' - 7"
5' - 10 1/4"
2' - 6"
4' - 8"
6' - 0"
1' - 5"

EQ EQ EQEQ

OPERABLE
SLIDER
WINDOW
7' - 6"
5' - 0"
1' - 7"
PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:

SHEET:

REVISIONS:
1201 J STREET
SUITE 200
SACRAMENTO, CA 95814
PHONE: 916.269.8818
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
10/15/2024 10:3
0:3
3 A
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C:\Users\enavarro\D
ocuments\_
RevitLocal\2321 24
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2321

SHELTER II AT

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

FRIENDS OF THE

MISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901

BUILDING PERMIT

SUBMITTAL

SCHEDULES
A-811

EN, KS, JL
AS
01/03/19

DOOR SCHEDULE
DOOR

NUMBER ROOM NAME WIDTH
HEIGH
T

THICKNES
S TYPE

DOOR FRAME

HARDWARE
FIRE
RATING

SIGN TYPE
(SEE A-851) COMMENTSMATERIAL FINISH MATERIAL FINISH
101A ENTRY 6' - 0" 7' - 4" 0' - 1 3/4" SF ALUM CLR ALUM CLR 1 102 INTAKE 3' - 0" 7' - 0" 0' - 1 3/4" B HM PT HM PT 16 20 MIN S1 103 PEST CONTROL 3' - 0" 7' - 0" 0' - 1 3/4" B HM PT HM PT 16 20 MIN S1 104 WAITING AREA 3' - 0" 7' - 0" 0' - 1 3/4" B WD CLR WD CLR 14 20 MIN S1 106A ENTRY 3' - 0" 7' - 4" 0' - 1 3/4" SF ALUM CLR ALUM CLR 5 107 OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" C WD CLR WD CLR 16 20 MIN S1 108 STAFF RESTROOM 3' - 0" 7' - 0" 0' - 1 3/4" A HM PT HM PT 18 20 MIN S2 109A ADMINISTRATION OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" C WD CLR WD CLR 16 20 MIN S1 109B CASE MANAGEMENT 3' - 0" 6' - 8" 0' - 1 3/8" G WD CLR WD CLR 20 S1 110 DATA 3' - 0" 7' - 4" 0' - 1 3/4" E WD CLR WD CLR 16 20 MIN S1 111A CASE MANAGEMENT 3' - 0" 7' - 0" 0' - 1 3/4" C WD CLR WD CLR 19 20 MIN S1 111B CASE MANAGEMENT 3' - 0" 6' - 8" 0' - 1 3/8" G WD CLR WD CLR 20 S1 112 CASE MANAGEMENT 3' - 0" 7' - 0" 0' - 1 3/4" C WD CLR WD CLR 19 20 MIN S1 114A LAUNDRY 3' - 0" 7' - 0" 0' - 1 3/4" D WD CLR WD CLR 12 20 MIN S1 115A STORAGE LINEN 3' - 0" 7' - 0" 0' - 1 3/4" A HM PT HM PT 16 S1 116A STORAGE 6' - 0" 7' - 0" 0' - 1 3/4" A HM PT HM PT 17 20 MIN S1 117 STORAGE CLIENT ITEMS 3' - 0" 7' - 0" 0' - 1 3/4" A HM PT HM PT 16 20 MIN S1 118A MENS BATHROOM 3' - 0" 7' - 0" 0' - 1 3/4" A HM PT HM PT 11 20 MIN S2 119A COMMERCIAL KITCHEN 6' - 0" 7' - 0" 0' - 1 3/4" A WD CLR WD CLR 9 20 MIN S1 119B COMMERCIAL KITCHEN 3' - 0" 7' - 0" 0' - 1 3/4" C HM PT HM PT 16 S1 119C RESTROOM 3' - 0" 7' - 0" 0' - 1 3/4" A HM PT PT HM 18 S2 119D COMMERCIAL KITCHEN 4' - 0" 7' - 4" 0' - 1 3/4" A HM PT HM PT 6 S1 119E COMMERCIAL KITCHEN 3' - 0" 7' - 0" 0' - 1 3/4" A HM PT HM PT 22 S1 122A FIRE RISER 3' - 0" 7' - 4" 0' - 1 3/4" A HM PT HM PT 2 S1 123A ELECTRICAL 3' - 0" 7' - 4" 0' - 1 3/4" A HM PT HM PT 2 60 MIN S1 124A GROUP COUNSELING 3' - 0" 7' - 0" 0' - 1 3/4" C WD CLR WD CLR 16 20 MIN S1 124B GROUP COUNSELING 3' - 0" 7' - 0" 0' - 1 3/4" C WD CLR WD CLR 16 20 MIN S1 127 MEDICATION STORAGE 3' - 0" 7' - 0" 0' - 1 3/4" A HM PT HM PT 16 S1 128A ADMINISTRATION OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" C WD CLR WD CLR 16 20 MIN S1 129 LAUNDRY 3' - 0" 7' - 0" 0' - 1 3/4" D WD CLR WD CLR 13 20 MIN S1 130A ENTRY 3' - 0" 7' - 4" 0' - 1 3/4" SF ALUM CLR ALUM CLR 3 131 NON-CONGREGATE 3' - 0" 7' - 0" 0' - 1 3/4" B WD CLR WD CLR 10 20 MIN S1 132 NON-CONGREGATE 3' - 0" 7' - 0" 0' - 1 3/4" B WD CLR WD CLR 10 20 MIN S1 133 NON-CONGREGATE 3' - 0" 7' - 0" 0' - 1 3/4" B WD CLR WD CLR 10 20 MIN S1 134 NON-CONGREGATE 3' - 0" 7' - 0" 0' - 1 3/4" B WD CLR WD CLR 10 20 MIN S1 135 NON-CONGREGATE 3' - 0" 7' - 0" 0' - 1 3/4" B WD CLR WD CLR 10 20 MIN S1 136 NON-CONGREGATE 3' - 0" 7' - 0" 0' - 1 3/4" B WD CLR WD CLR 10 20 MIN S1 137 NON-CONGREGATE 3' - 0" 7' - 0" 0' - 1 3/4" B WD CLR WD CLR 10 20 MIN S1 138 NON-CONGREGATE 3' - 0" 7' - 0" 0' - 1 3/4" B WD CLR WD CLR 10 20 MIN S1 139 NON-CONGREGATE 3' - 0" 7' - 0" 0' - 1 3/4" B WD CLR WD CLR 10 20 MIN S1 140 NON-CONGREGATE 3' - 0" 7' - 0" 0' - 1 3/4" B WD CLR WD CLR 10 20 MIN S1 142A COUNSELING OFFICE 2 3' - 0" 7' - 0" 0' - 1 3/4" B WD CLR WD CLR 19 20 MIN S1 142B COUNSELING OFFICE 2 3' - 0" 7' - 0" 0' - 1 3/4" B WD CLR WD CLR 19 20 MIN S1 143A COUNSELING OFFICE 1 3' - 0" 7' - 0" 0' - 1 3/4" B WD CLR WD CLR 19 20 MIN S1 143B COUNSELING OFFICE 1 3' - 0" 7' - 0" 0' - 1 3/4" B WD CLR WD CLR 19 20 MIN S1 144A WOMENS BATHROOM 3' - 0" 7' - 0" 0' - 1 3/4" A HM PT HM PT 11 20 MIN S2 144B SHOWER ROOM 3' - 0" 7' - 0" 0' - 1 3/4" A.1 HM PT HM PT 11 S1 145 STORAGE 3' - 0" 7' - 0" 0' - 1 3/4" A HM PT HM PT 15 20 MIN S1 146 MAINTENANCE 3' - 0" 7' - 0" 0' - 1 3/4" A HM PT HM PT 15 20 MIN S1 147A MENS BATHROOM 3' - 0" 7' - 0" 0' - 1 3/4" A HM PT HM PT 11 20 MIN S2 147B SHOWER ROOM 3' - 0" 7' - 0" 0' - 1 3/4" A.1 HM PT HM PT 11 S1 148A HALLWAY 3' - 0" 7' - 0" 0' - 1 3/4" A HM PT HM PT 11 S2 149A ENTRY 3' - 0" 7' - 0" 0' - 1 3/4" C ALUM CLR ALUM CLR 1.1 S1 149B ENTRY 3' - 0" 7' - 4" 0' - 1 3/4" SF ALUM CLR ALUM CLR 3.1 149C ENTRY 3' - 0" 7' - 4" 0' - 1 3/4" C HM PT PT HM 7 S1 149D ENTRY 3' - 0" 7' - 4" 0' - 1 3/4" C HM PT HM PT 7 S1 149E ENTRY 3' - 0" 7' - 0" 0' - 1 3/4" B HM PT HM PT 21 20 MIN S1 G1 SITE 5' - 0" 4' - 0" 0' - 1 1/2" - HM MATCH
FENCE

MTL MATCH
FENCE

GATE PANIC HARDWARE
G2 SITE 5' - 0" 4' - 0" 0' - 1 1/2" - HM MATCH
FENCE

MTL MATCH
FENCE
GATE
G3 SITE 5' - 0" 4' - 0" 0' - 1 1/2" - HM MATCH
FENCE

MTL MATCH
FENCE

GATE PANIC HARDWARE
X102 (E) BLDG 3' - 0" 7' - 0" 0' - 1 3/4" A HM PT HM PT 5 S1 X103 (E) BLDG 3' - 0" 7' - 0" 0' - 1 3/4" A HM PT HM PT 5 S1 X104 (E) BLDG 3' - 0" 7' - 0" 0' - 1 3/4" B WD CLR WD CLR 10 S1 X105 (E) BLDG 3' - 0" 7' - 0" 0' - 1 3/4" B WD CLR WD CLR 10 S1 X106 (E) BLDG 3' - 0" 7' - 0" 0' - 1 3/4" B WD CLR WD CLR 10 S1 X107 (E) BLDG 3' - 0" 7' - 0" 0' - 1 3/4" B WD CLR WD CLR 10 S1 Y101 (E) BLDG 6' - 0" 7' - 2" 0' - 1 3/4" HM PT HM PT 1 S1

MATERIAL/FINISH

ROOM FINISH SCHEDULE

ROOM NO ROOM NAME FLOOR BASE WALL CEILING COMMENTS AREA 101 ENTRY CONC-1 RB-2 GYP BD/PT GYP BD/PT FOUR PAINT COLORS. 168 SF 102 INTAKE CPT-1 WB-1 GYP BD/PT GYP BD/PT 143 SF
103 PEST CONTROL CONC-1 RB-1 GYP BD/PT GYP BD/PT 122 SF 105 WAITING AREA CONC-1 RB-2 GYP BD/PT GYP BD/PT FOUR PAINT COLORS. 281 SF 106 HALLWAY 5 CONC-1 RB-2 GYP BD/PT GYP BD/PT FOUR PAINT COLORS. 299 SF 107 OFFICE CPT-1 WB-1 GYP BD/PT GYP BD/PT TWO PAINT COLORS. 105 SF 108 STAFF RESTROOM CONC-1 RB-1 GYP BD/PT GYP BD/PT TWO PAINT COLORS. 81 SF 109 ADMINISTRATION OFFICE CPT-1 WB-1 GYP BD/PT GYP BD/PT 204 SF 110 DATA CONC-1 RB-1 GYP BD/PT GYP BD/PT 60 SF
111 CASE MANAGEMENT CPT-1 WB-1 GYP BD/PT GYP BD/PT 216 SF 112 CASE MANAGEMENT CPT-1 WB-1 GYP BD/PT GYP BD/PT 227 SF 113 HALLWAY 1 CONC-1 RB-2 GYP BD/PT GYP BD/PT FOUR PAINT COLORS. 914 SF 114 LAUNDRY CONC-1 RB-1 GYP BD/PT GYP BD/PT 425 SF
115 STORAGE LINEN CONC-1 RB-1 GYP BD/PT GYP BD/PT 105 SF 116 CLIENT STORAGE CONC-1 RB-1 GYP BD/PT GYP BD/PT 131 SF 117 UTILITY / STORAGE CONC-1 RB-1 GYP BD/PT GYP BD/PT 121 SF 118 MEN'S BATHROOM CONC-1 RB-1 GYP BD/PT GYP BD/PT 650 SF 119 COMMERCIAL KITCHEN CONC-2 RB-1 GYP BD/PT GYP BD/PT 921 SF 119B OFFICE CONC-2 RB-1 GYP BD/PT GYP BD/PT 53 SF
119C RESTROOM CONC-2 RB-1 GYP BD/PT GYP BD/PT 57 SF
119E PANTRY CONC-2 RB-1 GYP BD/PT GYP BD/PT 87 SF
119F REFRIGERATOR CONC-2 RB-1 GYP BD/PT GYP BD/PT 174 SF 119G FREEZER CONC-2 RB-1 GYP BD/PT GYP BD/PT 97 SF
122 FIRE CONC-2 RB-1 GYP BD/PT GYP BD/PT 100 SF
123 ELECTRICAL CONC-1 RB-1 GYP BD/PT GYP BD/PT 100 SF
124 GROUP COUNSELING CPT-3, CPT-4 WB-1 GYP BD/PT GYP BD/PT TWO PAINT COLORS. 577 SF 125 WAITING AREA CONC-1 RB-1 GYP BD/PT GYP BD/PT TWO PAINT COLORS. 102 SF 126 HALLWAY 2 CONC-1 RB-1 GYP BD/PT GYP BD/PT TWO PAINT COLORS. 126 SF 127 MEDICATION CPT-1 WB-1 GYP BD/PT GYP BD/PT HIGH SECURITY 62 SF 128 ADMINISTRATION OFFICE CPT-1 WB-1 GYP BD/PT GYP BD/PT 131 SF 129 LAUNDRY CONC-1 RB-1 GYP BD/PT GYP BD/PT 87 SF
130 HALLWAY 3 CONC-1 RB-1 GYP BD/PT GYP BD/PT THREE PAINT COLORS. VENEER ACCENT WALL. 598 SF 131 NC-10 CPT-2 WB-1 GYP BD/PT GYP BD/PT TWO PAINT COLORS. 116 SF 132 NC-9 CPT-2 WB-1 GYP BD/PT GYP BD/PT TWO PAINT COLORS. 115 SF 133 NC-8 CPT-2 WB-1 GYP BD/PT GYP BD/PT TWO PAINT COLORS. 115 SF 134 NC-7 CPT-2 WB-1 GYP BD/PT GYP BD/PT TWO PAINT COLORS. 115 SF 135 NC-6 CPT-2 WB-1 GYP BD/PT GYP BD/PT TWO PAINT COLORS. 115 SF 136 NC-5 CPT-2 WB-1 GYP BD/PT GYP BD/PT TWO PAINT COLORS. 115 SF 137 NC-4 CPT-2 WB-1 GYP BD/PT GYP BD/PT TWO PAINT COLORS. 115 SF 138 NC-3 CPT-2 WB-1 GYP BD/PT GYP BD/PT TWO PAINT COLORS. 115 SF 139 NC-2 CPT-2 WB-1 GYP BD/PT GYP BD/PT TWO PAINT COLORS. 115 SF 140 NC-1 CPT-2 WB-1 GYP BD/PT GYP BD/PT TWO PAINT COLORS. 113 SF 141 DAY ROOM CONC-1, CPT-3 RB-1 GYP BD/PT GYP BD/PT THREE PAINT COLORS. VENEER ACCENT WALL. 440 SF 142 COUNSELING OFFICE 2 CPT-1 WB-1 GYP BD/PT GYP BD/PT 104 SF 143 COUNSELING OFFICE 1 CPT-1 WB-1 GYP BD/PT GYP BD/PT 104 SF 144 WOMEN'S BATHROOM-NC CONC-1 RB-1 GYP BD/PT GYP BD/PT 238 SF 145 MECHANICAL UTILITY CONC-1 RB-1 GYP BD/PT GYP BD/PT 80 SF 146 MAINTENANCE ROOM CONC-1 RB-1 GYP BD/PT GYP BD/PT 78 SF 147 MEN'S BATHROOM-NC CONC-1 RB-1 GYP BD/PT GYP BD/PT 237 SF 148 WOMEN'S BATHROOM CONC-1 RB-1 GYP BD/PT GYP BD/PT 410 SF 149 HALLWAY 4 CONC-1 RB-2 GYP BD/PT GYP BD/PT 241 SF
151 NC-14 CPT-2 WB-1 GYP BD/PT GYP BD/PT (E) BLDG, TWO PAINT COLORS. 142 SF 152 NC-13 CPT-2 WB-1 GYP BD/PT GYP BD/PT (E) BLDG, TWO PAINT COLORS. 142 SF 153 NC-12 CPT-2 WB-1 GYP BD/PT GYP BD/PT (E) BLDG, TWO PAINT COLORS. 144 SF 154 NC-11 CPT-2 WB-1 GYP BD/PT GYP BD/PT (E) BLDG, TWO PAINT COLORS. 144 SF 1/4" = 1'-0"

DOOR TYPES
1/4" = 1'-0"

WINDOW TYPES
A-811 1/4" = 1'-0"
1 STOREFRONT 1
A-811 1/4" = 1'-0"
2 STOREFRONT 2
A-811 1/4" = 1'-0"
3 STOREFRONT 3
A-811 1/4" = 1'-0"
4 STOREFRONT 4
A-811 1/4" = 1'-0"
5 STOREFRONT 5

Page 168 ends

CUT HEAD FLAP AND SECURE IT

AWAY FROM OPENING

INSTALL WRB IN SHINGLE

LAPPED STYLE, SEAL WITH WRB

MANUFACTURER'S APPROVED
TAPE. WRAP WRB INTO JAMBS

OF WINDOW OPENING
NOTE: VERIFY OPENING WILL

ENABLE MANUFACTURER'S

REQUIRED CLEARANCE AT HEAD
AND JAMBS OF WINDOWS. IF

CLEARANCES ARE NOT AVAILABLE
NOTIFY ARCHITECT.

STEP 1 STEP 2

SECURE WINDOW TO FRAMED

OPENING BY APPLYING

SEALANT ONTO BACK SIDE OF

HEAD AND JAMB FLANGE PER

WINDOW MANUFACTURER'S

RECOMMENDATIONS

PROVIDE SEALANT DAM

IMMEDIATELY BEHIND

WINDOW AT BACKER
ANGLE AND UP JAMBS 1"

AFTER WINDOW
INSTALLATION. TIE

SEALANT TO AIR SEAL AT
JAMBS.

STEP 7 STEP 8

INSTALL HEAD

FLASHING FIRST
INSTALL 6" SAM AT HEAD

OVER SAM AT JAMB FLANGE

AND OVER HEAD FLASHING,

SAM SHALL BE ROLLED DOWN

INSTALL DRAINAGE MAT

BEHIND SILL FLANGE FOR

WIDTH TO SEAL
9"
9"
45°
9"

INSTALL BACKER ANGLE AT
B.O .OPENING WITH

ENOUGH SPACE FOR

INSTALLATION OF WINDOW

AND SEALANT JOINT

INSTALL WRB AND WRAP INTO

HEAD AND JAMB AND SECURE

IT AWAY FROM OPENING
18"
STEP 3

INSTALL SAM IN WINDOW SILL,
EXTEND UP JAMBS 6" ON EA

SIDE OVER WRB, PRESS SAM

ALONG FRONT OF SILL AND INTO

CORNERS USING ROLLER TO

ROLL IT DOWN FIRMLY FOR

GOOD ADHESION, THEN INSTALL

CORNER BOOT

TAPE WITH BOW TIE SHAPED

SAM AT CORNER

3. SAM BOW TIE

1. SILL SAM

2. CORNER BOOT
INSTALL ORDER:

STEP 4
STEP 5
INSTALL 6" SIDE SAM ON EA SIDE OF

JAMB OVER WRB AND WINDOW

FLANGE, SAM SHALL BE ROLLED DOWN
NOTES:
• INSPECT WINDOW FRAME MITER

JOINTS AND NAILING FLANGES

FOR DAMAGE
• AFTER WINDOW IS PLACED INTO

ROUGH OPENING, ADJUST TO

ENABLE MANUFACTURER'S

MINIMUM AIRSPACE BETWEEN

WINDOW AND JAMBS/HEAD
• INSTALL WINDOW PER MFR'S

INSTRUCTIONS, CLEAN WINDOW

SEALANT OFF BUILDING

SUBSTRATE, WRB AND WINDOW

FIN, DO NOT INSTALL SAMF UNTIL

WINDOW SEALANT HAS CURED
• DO NOT SECURE WINDOW

THROUGH NAIL FIN AT HEAD OF

WINDOW UNLESS APPROVED BY

WINDOW MRF
• FASTEN USING PREPUNCHED

HOLES IN FLANGES ONLY
STEP 6

SEAL AND LOWER HEAD FLAP OF
WRB OVER 6" SAM
TAPE THE 45 DEGREE
CUTS WITH WRB TAPE.

VERIFY IF SEALANT NEEDS

TO DRY FIRST WITH MFR
NOTE:
• BLADE OFF AND CLEAN

WINDOW FLANGES SO

THEY ARE FREE OF
DEBRIS FOR STEP 5
ALTERNATE: SINGLE PIECE

FLEXIBLE FLASHING IN LIEU OF

BOW TIE AND CORNER BOOT

SAM LAPPED

OVER WRB AND

WRAPPED INTO
WINDOW

OPENING AND

UPTURNED AT

BACKER ANGLE

SHIM FOR

TRIM AS

REQUIRED

METAL BACKER
ANGLE, 1" x 1" WOOD TRIM

AIR SEAL

WINDOW SHIM

WINDOW PER

SCHEDULE

NO SEALANT

AT BOTTOM
FLANGE

DRAINAGE MAT

CONNECT AIR

SEAL TO

FLANGE AT

JAMB BEYOND

SEAL WINDOW

TO TRIM
2" MIN 2"
SEE

SECTIONS

INTERIOR SEAL

SIDING TRIM

WINDOW PER

SCHEDULE

SEALANT
SAM

AIR SEAL
2" 2" MIN

SEAL WINDOW

TO TRIM

CONNECT AIR

SEAL TO SEAL

AT BACKER

ANGLE AT SILL
BELOW

SAM WRAPPED

INTO OPENING

SIDING TRIM
SAM

WRAPPED
INTO
WINDOW

OPENING

AIR SEAL
SAM

WINDOW PER

SCHEDULE

NO SEALANT
2" MIN 2" MIN

SEALANT

METAL FLASHING

FINISHED TO

MATCH SIDING
SEE

SECTIONS

WRB SEALED
TO SAM

SIDING PER

ELEVATIONS

CONNECT AIR

SEAL TO

FLANGE AT

JAMB BEYOND
2" MIN

FOUNDATION

DAMP PROOFING
SAM

DRAINAGE MAT

STAINLESS STEEL

PAN FLASHING

SEALANT AND

BACKER ROD
WALL
BEYOND

SHIM ABOVE AND

BELOW FLASHING
+/- 1"

STOREFRONT

PER SCHEDULE
2"x2"
BACKER
ANGLE

FASTENER

GRADE SLOPED

AWAY FROM

BUILDING

AIR SEAL

SEAL CLOSURE

TO TRIM

SIDING TRIM

STOREFRONT

PER SCHEDULE

AIR SEAL

SAM WRAPPED

INTO OPENING

METAL CLOSURE FINISHED

TO MATCH STOREFRONT

MULLIONS SET IN SEALANT

SHIM PER MFR

WRB SEALED
TO SAM
J-TRIM

AIR SEAL
SAM

NO SEALANT

SEALANT
SEE

SECTIONS

WRB SEALED
TO SAM

SIDING PER

ELEVATIONS

STOREFRONT

PER SCHEDULE

AIR SEAL

SAM WRAPPED

INTO OPENING

METAL FLASHING

AND COUNTER

FLASHING

FINISHED TO

MATCH MULLIONS

SEALANT AND

BACKER ROD
2" MIN 2" MIN
J-TRIM

STOREFRONT

PER SCHEDULE

AIR SEAL
SAM

SEALANT AND

BACKER ROD
1x2
MDF
TRIM
WRB
2" MIN

CLADDING PER RCP

NO SEALANT
1/4"
SAM

WRAPPED
INTO
WINDOW

OPENING

AIR SEAL
SAM

WINDOW PER

SCHEDULE

NO SEALANT
2" MIN 2" MIN

SEALANT
METAL

FLASHING AND

COUNTER

FLASHING
SEE

SECTIONS

WRB SEALED
TO SAM

SIDING PER

ELEVATIONS

FIBER CEMENT
TRIM

TRIM FLASHING
1"

BLOCKING AS

REQUIRED

CONNECT AIR

SEAL TO

FLANGE AT

JAMB BEYOND

WINDOW PER

SCHEDULE

SEALANT
SAM

AIR SEAL
2" 2" MIN

SEAL WINDOW

TO TRIM

CONNECT
FLANGE

WEATHER SEAL

TO SEAL AT

BACKER ANGLE

AT SILL BELOW

SAM WRAPPED

INTO OPENING

TRIM PER ELEVATION
1/4" 1/4" 1"

BLOCKING AS

REQUIRED

METAL FIN TRIM

SAM LAPPED OVER

WRB AND WRAPPED

INTO WINDOW

OPENING AND

UPTURNED AT

BACKER ANGLE SHIM FOR

TRIM AS

REQUIRED

METAL BACKER
ANGLE, 1" x 1" WOOD TRIM

WEATHER SEAL

WINDOW SHIM

WINDOW PER

SCHEDULE

NO SEALANT AT

BOTTOM FLANGE

DRAINAGE MAT

CONNECT WEATHER

SEAL TO FLANGE AT

JAMB BEYOND

SEAL WINDOW

TO TRIM
2" MIN 2"
SEE

SECTIONS
VAPOR

RETARDER

INTERIOR SEAL

FIBER CEMENT
TRIM

SIDING PER

ELEVATIONS

METAL FIN TRIM
1"

BLOCKING AS

REQUIRED
SEE FOR 14 / A-821

TYPICAL DETAILING

FILLET SEAL

SIDING TO
REVEAL

METAL JOINT

CHANNEL

SEAL TRIM

TO CHANNEL
SAM

METAL PAN

FLASHING

FINISHED TO
MATCH

STOREFRONT

SEALANT AND

BACKER ROD

WALL BEYOND

SHIM ABOVE

AND BELOW

FLASHING

STOREFRONT

PER SCHEDULE
SEE

SECTIONS
1"

AIR SEAL
J-TRIM
S.S. SHELF

FOR ROLL UP
DOOR

TERMINATION

VRFY W/ MFR
3"

METAL ROOL

UP DOOR IN
CLOSED

POSITION
PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:

SHEET:

REVISIONS:
1201 J STREET
SUITE 200
SACRAMENTO, CA 95814
PHONE: 916.269.8818
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
10/15/2024 10:3
0:3
5 A
M
C:\Users\enavarro\D
ocuments\_
RevitLocal\2321 24
_
0 9
0 3
Shelter E
x
p
ansion_
R21_enavarro
Q
T
4 G7.rvt
2321

SHELTER II AT

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

FRIENDS OF THE

MISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901

BUILDING PERMIT

SUBMITTAL

DETAILS
A-821

EN, KS, JL
AS
01/03/19
1/2" = 1'-0"A-821
1 WINDOW WRAP SEQUENCE (SIM AT DOORS AND LOUVERS)
6" = 1'-0"A-821
9 WINDOW SILL -TYP
6" = 1'-0"A-821
10 WINDOW JAMB -TYP
6" = 1'-0"A-821
11 WINDOW HEAD -TYP
6" = 1'-0"A-821
17 STOREFRONT SILL AT GRADE
6" = 1'-0"A-821
18 STOREFRONT JAMB
6" = 1'-0"A-821
19 STOREFRONT HEAD
6" = 1'-0"A-821
20 STOREFRONT HEAD AT ROOF
6" = 1'-0"A-821
16 WINDOW HEAD AT LAP SIDING
6" = 1'-0"A-821
14 WINDOW JAMB AT LAP SIDING
6" = 1'-0"A-821
13 WINDOW SILL AT LAP SIDING
6" = 1'-0"A-821
15 WINDOW JAMB AT LAP AT CHANNEL
6" = 1'-0"A-821
12 STOREFRONT SILL AT WALL

Page 169 ends

2" MIN

FOUNDATION

DAMP PROOFING
SAM

DRAINAGE
MAT

FLASHING

FINISHED TO

MATCH SIDING

GRADE SLOPED

AWAY FROM

BUILDING

AIR SEAL

WALL BASE

PER ROOM

SCHEDULE
SILL
GASKET

WRB SEALED
TO SAM
2" MIN 2" MIN
SAM

NO SEALANT
SEE

SECTIONS
6" MIN

SIDING PER

ELEVATIONS

DRAINAGE MAT
S.S. PAN

FLASHING SET

IN SEALANT

EXTERIOR PAVER

SLOPED AWAY

FROM BUILDING

EXPANSION JOINT
SAM

FOUNDATION

DAMP PROOFING

AIR SEAL
1/4" M
AX
1/2" M
AX
2 1

MAX SLOPE

DOOR SWEEP

AIR SEAL
2" MIN

HM FRAME SET

IN EXPANDING

FOAM SEALANT

SEAL FRAME

TO TRIM

WRB WRAPPED

INTO OPENING

HM DOOR PER

SCHEDULE

COMPRESSION
SEAL
2" MIN 2" MIN
SAM

SIDING TRIM

HM FRAME SET

IN EXPANDING

FOAM SEALANT
SEE

SECTIONS
WRB

WRAPPED
INTO

OPENING

HM DOOR PER

SCHEDULE

COMPRESSION
SEAL
2" MIN 2" MIN
SAM

NO SEALANT

WRB LAPPED

SEALED TO SAM
METAL

FLASHING

FINISHED TO

MATCH DOOR
FRAME

SIDING PER

ELEVATIONS
2" MIN
2" MIN 2" M

NO SEALANT IN
SEE

SECTIONS

DRAINAGE MAT

STAINLESS

STEEL FLASHING

EXTERIOR PAVER

SLOPED AWAY

FROM BUILDING

EXPANSION JOINT
SAM

FOUNDATION

DAMP PROOFING

SIDING PER

ELEVATIONS

AIR SEAL

WALL BASE

PER ROOM

SCHEDULE
SILL

FILTER FABRIC GASKET

AND DRAINAGE

MAT, SEE CIVIL

CLEAN, CRUSHED

GRAVEL - NO
FINES; 6" MIN
ABOVE DRAIN, 2"

MIN BELOW DRAIN
12" MAX
4" DIA

PERFORATED

DRAIN PIPE, SEE

CIVIL FOR

CONNECTIONS

CRUSHED

AGGREGATE
BASE
VAPOR

BARRIER
SIM

SEAL EDGE

OF VAPOR

BARRIER TO

CONCRETE
A-822
5 SEE SECTIONS

SAM LAPPED

OVER COLLAR
WRAP

PENETRATING

ITEM WITH

FLEXIBLE

FLASHING

COLLAR SET IN

SEALANT ON ALL
SIDES

NO SEALANT
2" MIN 2" MIN

WRB SEALED TO

SAM BELOW
SEE

SECTIONS

WRB PRE-STRIP

BEHIND COLLAR

WRB PRE-STRIP

BEHIND COLLAR

TRIM FLASHING
NOTE: FOR PENETRATIONS
EXCEEDING 1 1/2"

FIBER CEMENT

SETTING BLOCK
SAM

SIDING TRIM

FOAM AIR SEAL

INTERIOR
SEAL

WRB SEALED TO
SAM; 2" OVERLAP MIN

SAM LAPPED OVER
FLASHING BY 2" MIN

SIDING PER

ELEVATION

CLADDING PER RCP

METAL FLASHING

FINISHED TO

MATCH WALL
SIDING

NO SEALANT
WRB
4" MIN
1"
1/4"
WRB

BRAKE METAL

SIDING PER

ELEVATION

SEE SECTIONS
5/8" TYPE X GYPSUM

BOARD DRAFT STOP /

FIRE BLOCKING

TRUSS BLOCKING
1"

EMBER RESISTANT

SOFFIT VENT
SAM AT

SHEATHING
SEAMS
2" MIN 2" MIN

FOAM AIR SEAL

VAPOR BARRIER

SEAM TAPE PER MFR

PIPE PENETRATION

VAPOR BARRIER

SHEET WITH CUT

OPENING FOR

PENETRATION

VAPOR BARRIER TO

PIPE TAPE PER MFR

FOAM WRAP OVER

PIPE AND VAPOR TIE

FOR CONCRETE

EXPANSION AND

CONTRACTION

SEE PLANS

ADVANCED
CORNER

FRAMING

SIDING PER

ELEVATION

SEAL SIDING TO

CORNER TRIM
6" EA LEG

CORNER SAM

BLOCKING - SIZE

AS REQUIRED FOR

RAINSCREEN

FURRING

VAPOR RETARDER

SEE PLANS

ADVANCED

CORNER FRAMING

SIDING PER

ELEVATION

SEAL SIDING

TO TRIM

BRAKE METAL

CORNER TRIM
6" EA LEG

CORNER SAM

BLOCKING - SIZE

AS REQUIRED

SEE PLANS

FILLET SEAL

SIDING TO
REVEAL

LAP SIDING PER

METAL JOINT ELEVATION

CHANNEL

BLOCKING - SIZE

AS REQUIRED FOR

JOINT CHANNELS
1/4"
1/4"

TOP OF SIDEWALK

PAINTED STEEL COLUMN,

SEE STRUCTURAL

PIPE CAP PAINTED

TO MATCH COLUMN
9' - 6"

EYE PLATE, SEE

STRUCTURAL

EYE BOLT ATTACHED

TO CLASS-A FLAME

SPREAD SHADE FABRIC

SEALANT
SAM
2" 2" MIN

SEAL WINDOW

TO TRIM

SAM WRAPPED

INTO OPENING

SIDING TRIM

FLANGED WALL

CAP VENT

PAINTED TO

MATCH SIDING

AIR SEAL
SAM

NO SEALANT
2" MIN 2" MIN

SEALANT

METAL FLASHING

FINISHED TO

MATCH SIDING
SEE

SECTIONS

WRB SEALED
TO SAM

SIDING PER

ELEVATIONS

SAM LAPPED

OVER WRB AND

WRAPPED INTO

OPENING OVER

BACK SHIM

AIR SEAL
SHIM

NO SEALANT

AT BOTTOM
FLANGE

DRAINAGE MAT
2" MIN 2"

FLANGED WALL

CAP VENT

PAINTED TO

MATCH SIDING
PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:

SHEET:

REVISIONS:
1201 J STREET
SUITE 200
SACRAMENTO, CA 95814
PHONE: 916.269.8818
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
10/15/2024 10:3
0:37 A
M
C:\Users\enavarro\D
ocuments\_
RevitLocal\2321 24
_
0 9
0 3
Shelter E
x
p
ansion_
R21_enavarro
Q
T
4 G7.rvt
2321

SHELTER II AT

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

FRIENDS OF THE

MISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901

BUILDING PERMIT

SUBMITTAL

DETAILS
A-822

EN, KS, JL
AS
09/24/20
A-822 6" = 1'-0"
5 WOOD WALL AT GRADE
A-822 6" = 1'-0"
9 DOOR SILL AT GRADE
6" = 1'-0"A-822
10 OUTSWING DOOR JAMB AT WOOD WALL
6" = 1'-0"A-822
11 OUTSWING DOOR HEAD AT WOOD WALL
A-822 6" = 1'-0"
1 WOOD WALL AT SIDEWALK
A-822 3" = 1'-0"
13 FOUNDATION DRAINAGE
A-822 6" = 1'-0"
17 EXTERIOR PENETRATION
3" = 1'-0"A-822
4 SOFFIT AT WALL
3" = 1'-0"A-822
3 EAVE AT WALL
3" = 1'-0"A-822
2 SLAB ON GRADE PENETRATION
3" = 1'-0"A-822
8 INSIDE CORNER FC TO FC
3" = 1'-0"A-822
12 OUTSIDE CORNER FC TO FC
3" = 1'-0"A-822
7 LAP SIDING VERTICAL CHANNEL
3" = 1'-0"A-822
6 SHADE CANOPY ATTACHMENT
6" = 1'-0"A-822
14 WALL CAP JAMB -TYP
6" = 1'-0"A-822
15 WALL CAP SECTION -TYP

Page 170 ends

TPO COATED

METAL DRIP EDGE

FASCIA FINISHED

TO MATCH FACIA

SHEET METAL BOX GUTTER

FINISHED TO MATCH FASCIA

ROOF MEMBRANE

FIBER CEMENT FACIA
WRB

FASTEN THROUGH

SEALANT BEAD

BLOCKING

EMBER RESISTANT

SOFFIT VENT

TRUSS BLOCKING /

SUBSTRATE
6"
1 /4
"

ATTACH GUTTER

JUST BELOW DRIP
EDGE
S
E
E
C
I
V
I
L

SEE CIVIL

HIGH TEMP SAM

METAL DRIP EDGE

FASCIA FINISHED
TO MATCH FACIA ROOF MEMBRANE 6"

FIBER CEMENT
FACIA
3/4
"
WRB

FASTEN THROUGH

SEALANT BEAD

MEMBRANE

COVER STRIP

PER ROOF MFR

BLOCKING

EMBER RESISTANT

SOFFIT VENT
1 /4
"
TRUSS

BLOCKING /

SUBSTRATE

METAL DRIP EDGE

FASCIA FINISHED
TO MATCH FACIA ROOF MEMBRANE 6"

FIBER CEMENT
FACIA
WRB

FASTEN THROUGH

SEALANT BEAD

MEMBRANE

COVER STRIP

PER ROOF MFR

BLOCKING
1/4"
TRUSS

BLOCKING /

SUBSTRATE
3/4"
ROOF

MEMBRANE

PARAPET FLASHING &

REINFORCEMENT PER

ROOFING MFR
6" MIN
8" MIN

PROVIDE BLOCKING

IF FASTENERES ARE

REQUIRED
2" MIN
VAPOR

RETARDER

ROOF MEMBRANE

HIGH TEMP SAM
WRB

SIDING PER

ELEVATION

METAL FLASHING

FINISHED TO

MATCH CLADDING

WITH CLEAT FOR

STABILITY
12"
1/4"

ROOF MEMBRANE
6"
2" MIN
2" MIN
2" MIN

ANGLED PT

WOOD TOP PLATE

COUNTER

FLASHING LAPPED

OVER ROOF

MEMBRANE

TERMINATION

BAR OVER HIGH

TEMP SAM

ROOF MEMBRANE

SEAL PER ROOFING MFR

PRE-FABRICATED

COUNTER

FLASHING COLLAR

COMPATIBLE MEMBRANE

FLASHING AND

REINFORCEMENT PER

ROOFING MFR

PRE-FABRICATED

FLASHING BOOT

SEALANT ALL AROUND
8" MIN
S.S. DRAWBAND

COMPATIBLE SEALANT

ALL AROUND
4" MIN

ROOF MEMBRANE

SEAL PER ROOFING MFR

COMPATIBLE MEMBRANE

FLASHING AND

REINFORCEMENT PER

ROOFING MFR

PRE-FABRICATED

FLANGED

GOOSENECK
8" MIN

UTILITY LINES

FILL GAPS WITH

EXPANDING SEALANT

MEMBRANE FLASHING &

REINFORCEMENT PER

ROOFING MFR

REMOVABLE STAINLESS

STEEL CURB COUNTER-

FLASHING

FLASHING CLEAT
8" MIN

GLULAM CURB PER

STRUCTURAL
2" MIN

VAPOR RETARDER
S
LO
P
E

FLASHING PER

ROOF MFR

SHEET METAL

SCUPPER SLEEVE

SIDING PER

ELEVATION

SHEET METAL

CONDUCTOR
HEAD

ROOF MEMBRANE
SAM
WRB
2" MIN

OVERFLOW

PER MFR

SEE CIVIL
A-830 4

SEE CIVIL
SAM,

CONTINUOUS

BELOW SADDLE

METAL SADDLE

FLASHING, PLACE

OVER FLEXIBLE

FLASHING AT INSIDE

CORNER, FASTEN TO

TALLER WALL ONLY

FOR DEFLECTION

LAP WEATHER

RESISTIVE

BARRIER OVER

METAL SADDLE

FLASHING

GUARDRAIL /

PARAPET WALL W/

INTEGRAL SLOPE

TO DRAIN
4"
4"
4"
PER
MECH
CODE
306
.5
30"
MIN
CLEAR
3' - 0"

SPACING
6" TOE

OF RUNG
7" CENTER
NOTE: REFER TO SPEC FOR HATCH INSTALLATION.

SEE FOR CURB DETAIL
18" WIDE STEEL LADDER
3/4" DIA. RUNG
LADDER
15 /
A-830
PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:

SHEET:

REVISIONS:
1201 J STREET
SUITE 200
SACRAMENTO, CA 95814
PHONE: 916.269.8818
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
10/15/2024 10:30:38 AM
C:\Users\enavarro\Documents\_RevitLocal\2321 24_0903 Shelter Expansion_R21_enavarroQT4G7.rvt 2321

SHELTER II AT

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

FRIENDS OF THE

MISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901

BUILDING PERMIT

SUBMITTAL

ROOF DETAILS
A-830

EN, KS, JL
AS
xx/xx/xx
A-830 6" = 1'-0" 3 FLAT ROOF AT LOW EAVE
A-830 6" = 1'-0" 2 FLAT ROOF AT HIGH EAVE
A-830 6" = 1'-0" 1 FLAT ROOF AT RAKEA-830 3" = 1'-0" 5 FLAT ROOF AT WALL 3" = 1'-0"A-830 4 FLAT ROOF PARAPET CAP
A-830 3" = 1'-0"
13 FLAT ROOF PENETRATION
A-830 3" = 1'-0"
14 FLAT ROOF LINESET PENETRATION
A-830 3" = 1'-0"
15 FLAT ROOF CURB
1 1/2" = 1'-0"A-830 8 FLAT ROOF AT SCUPPER1 1/2" = 1'-0"A-830 16 SADDLE FLASHING
A-830 1 1/2" = 1'-0" 6 ROOF HATCH

Page 171 ends

6" MAX 48" MIN 6" MAX CONTROL WALL
6" M
AX

BACK WALL
NOTE: GRAB BARS SHOWN FOR REFERENCE TYPE A/B BATHTUB ONLY, INSTALL BLOCKING ONLY 3 8" MIN
8-10"
3 3-3
6"
24" MAX 24" MIN
MIN
12"
18" MIN
4" MAX 24" MIN

BACK WALL

CONTROL WALL

TYPE A UNIT

LOCATION OF
SHOWER

CONTROLS

TYPE A UNIT

HANDHELD

SHOWER HEAD
W/59" MIN HOSE
LENGTH

HEAD WALL

HEAD WALL
4" MAX BACK WALL
3 3-3
6"
MIN
12"

BLOCKING
2" MIN 2" MIN
3 8" MIN
3 0" M
AX
MIN
6"

TYPICAL BLOCKING HEIGHTS, SEE

FIXTURES ELEVATION FOR EXCEPTIONS

INSTALL

PEDESTAL AS

NECESSARY TO
ACHIEVE 15"

MINIMUM TO
B.O. OPENING

FRONT LOADING WASHER/DRYER
T.O. CONTROLS

LAUNDRY EQUIPMENT
4 8" M
AX
15-3
4"
NOTE: GRAB BARS SHOWN FOR REFERENCE

TYPE A/B WATER CLOSET ONLY, INSTALL BLOCKING ONLY
FLUSH

LEVER ON

WIDE SIDE
OF WC
T.O. S
E
A
T
15-19"
F.O. FINISH
18"
F.O. TUB
15" MIN SIDE WALL36" MIN
MIN
12"

TYPE A/B WATER CLOSET

PLACEMENT

REAR GRAB BAR
F.O. FINISH
18"

SIDE WALL
3 3-3
6"
F.O. FINISH
18"

SIDE WALL
3 3-3
6"

REAR GRAB BAR ALT (PERMITTED

WHERE LAV OVERLAPS GRAB BAR AREA)
24" MIN
MIN
12"

REAR WALLREAR WALL
MAX
12" 24" MIN
MAX
12" 42" MIN
SIDE GRAB BAR SIDE GRAB BAR ALT (ONLY WHERE 42"

GRAB BAR CANNOT BE ACCOMODATED)
3 3-3
6"
3 3-3
6"

SWING-UP GRAB BARS
18" CLR 18" CLR
12" MIN
15 3/4" 15 3/4"
NOTE: GRAB BARS SHOWN FOR REFERENCE

TYPE B WATER CLOSET ALTERNATES ONLY, INSTALL BLOCKING ONLY

SWING-UP GRAB BARS
18" CLR
15 3/4"
MIN
12"
3 3-3
6"
UPPER

CABINET

SWITCH / OUTLET
LOWER

CABINET
T.O. B
O
X
4 4" M
AX

SWITCH AND OUTLET HEIGHTS
SWITCH
OUTLET
T.O. B
O
X
4 8" M
AX
B.O. B
O
X
15" MIN

UNOBSTRUCTED OBSTRUCTED

DRINKING FOUNTAIN

UNOBSTRUCTED
15" MIN
17-19"
4" MAX
MIN
9"
T
O
S
P
O
U
T
O
U
TLE
T
3 6" M
AX
S
TA
N
DIN
G
U
S
E
A
D
ULT
3 8-4
3"

ACCESSIBLE BATH ACCESSORIES

BABY CHANGING STATION
T.O. W
O
R
K
S
U
R
F
A
C
E
28-3
4"
T.O. H
A
N
DLE
4 4" M
AX
DIS
P
E
N
S
E
R
O
P
E
NIN
G
4 8" M
AX

PAPER TOWEL

DISPENSER

SOAP DISPENSER
P
U
S
H
B
U
T
T
O
N
4 4" M
AX
DIS
P
E
N
S
E
R
O
P
E
NIN
G
4 8" M
AX

TOILET SEAT

COVER DISPENSER
B.O. R
E
FLE
C
TIV
E
S
U
R
F
A
C
E
4 0" M
AX
MIRROR
NOTE: GRAB BARS SHOWN FOR REFERENCE, INSTALL BLOCKING ACCESSIBLE WATER CLOSET AT ALL LOCATIONS WHERE GRAB BARS ARE NOT SHOWN IN PLAN FLUSH

LEVER ON

WIDE SIDE
OF WC
T.O. S
E
A
T
15-19"
F.O. FINISH
18"
F.O. TUB
15" MIN SIDE WALL

ACCESSIBLE WATER CLOSET

PLACEMENT

REAR WALL
MAX
12" 42" MIN

SIDE GRAB BAR
3 3-3
6"
36" MIN
MIN
12"

REAR GRAB BAR
F.O. FINISH
18"

SIDE WALL
3 3-3
6"
39-41"
3 9-41" 18" MIN

REAR WALL

PROTRUDING TOILET PAPER DISPENSER
24" MIN
18" MIN
42" MAX
1 1/2" MIN

DISPENSER AREA

REMOVABLE CABINETS

BATHROOM KITCHEN
30" MIN CLR

REAR WALL

RECESSED TOILET PAPER DISPENSER
24" MIN
18" MIN
42" MAX
MIN
1 1/2"

DISPENSER AREA
36" MAX
4 8" M
AX
LOCATE

REMOVABLE

CABINET AT END

OF COUNTER
4 A-851

SEE MIRROR
REQUIREMENTS 4
A-851
30" MIN CLR
3 6" T
Y
P
E
B
3 4" T
Y
P
E
A / A
C
C

ROOM SIGNAGE

ELEVATION
NOTE: SIGNS SHALL BE CONSTRUCTED OF DURABLE MATERIALS,

PERMANENTLY INSTALLED AND READILY VISIBLE

ROOM NAME
201
MIN
9"
B.O. TA
C
TILE
C
O
P
Y
4 8" MIN
T.O. T
A
C
TILE
C
O
P
Y
6 0"

ROOM SIGN
NOTE: LOCATE SIGN ON

RIGHT SIDE OF RIGHT

LEAF AT DOUBLE DOORS

LOCATE SIGN ON ADJACENT

WALL WHERE THERE IS

INSUFFICIENT WALL SPACE
FOR SIGN, 18" CLEAR SPACE

MUST BE OUTSIDE OF ARC OF
DOOR IN 45 DEGREE POSITION
.:::..:::..:

E
Q
E
Q

PLAN AT ADJACENT MOUNTING
45°
18" MIN
18" MIN

LIMITS OF PROTRUDING OBJECTS VERTICAL CLEARANCE
8 0"
27" M
AX
4" MAX
27" MIN
NOTE: HANDRAILS SHALL BE PERMITTED
TO PROTRUDE 4 1/2" MAX OFF OF WALL
NOTE: DOOR CLOSERS AND STOPS PROTRUDING OBJECTS SHALL BE PERMITTED TO BE AT 78" AFF 8 0" MIN

VERTICAL BAR

AUTOMATIC

DOOR OPENER
PUSH
TO
OPEN
T.O. O
P
E
R
A
BLE
P
A
R
T
42"
6"

ACCESS CONTROLS

CARD READER DOOR ACTUATOR
3 6"
15" MIN
PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:

SHEET:

REVISIONS:
1201 J STREET
SUITE 200
SACRAMENTO, CA 95814
PHONE: 916.269.8818
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
10/15/2024 10:3
0:3
9 A
M
C:\Users\enavarro\D
ocuments\_
RevitLocal\2321 24
_
0 9
0 3
Shelter E
x
p
ansion_
R21_enavarro
Q
T
4 G7.rvt
2321

SHELTER II AT

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

FRIENDS OF THE

MISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901

BUILDING PERMIT

SUBMITTAL

ACCESSIBILITY

DETAILS
A-850

EN, KS, JL
AS
06/29/20
1/2" = 1'-0"A-850
1 ASSESSIBILITY DETAILS

Page 172 ends

BLUE
WHITE
x;TOWED VEHICLES

MAY BE RECLAIMED AT

OR BY TELEPHONING

XXXXXXXXXXXXXXXXXXXXXXX
(XXX) XXX-XXXX
x;UNAUTHORIZED VEHICLES PARKED

IN DESIGNATED ACCESSIBLE

SPACES NOT DISPLAYING

DISTINGUISHING PLACARDS OR

SPECIAL LICENSE PLATES ISSUED

FOR PERSONS WITH DISABILITIES

WILL BE TOWED AWAY

AT THE OWNER'S EXPENSE
80" MIN
16 GA. GALV. STL. SIGN

PAINTED OSHA BLUE
INCL. FASTENERS
9 1/2" HIGH ISA SYMBOL
AND 2 1/4" HIGH "PARKING
ONLY" PAINTED WITH

WHITE REFLECTORIZED
PAINT
1/2" WIDE BORDER PAINTED

WITH WHITE

REFLECTORIZED PAINT
16 GA. GALV. STL. SIGN
PAINTED WHITE INCL.

FASTENERS. TEXT:
"MINIMUM FINE OF $250"
FONT: ARIAL, BLACK
SIZE: 1"
16 GA. GALV. STL. SIGN

PAINTED OSHA BLUE
INCL. FASTENERS. 2 1/4"
HIGH "VAN ACCESSIBLE"
REFLECTORIZED PAINT.
80" MIN

FINISHED
GRADE
NOTES:

1. SIGNS SHALL BE PAINTED WHITE ON BLUE
BACKGROUND.

2. SIGNS IDENTIFYING VAN PARKING SPACES

SHALL CONTAIN ADDITIONAL LANGUAGE

OR AN ADDITIONAL SIGN WITH THE
DESIGNATION "VAN ACCESSIBLE."

3. SIGNS SHALL BE 80" MINIMUM ABOVE THE

FINISH FLOOR OR GROUND SURFACE
MEASURED TO THE BOTTOM OF SIGN.

4. IDENTIFICATION SIGNS SHALL BE

REFLECTORIZED WITH A MINIMUM AREA OF
70 SQUARE INCHES.

5. ADDITIONAL LANGUAGE OR AN ADDITIONAL

SIGN BELOW THE INTERNATIONAL SYMBOL
OF ACCESSIBILITY SHALL STATE "MINIMUM
FINE $250."

6. SIGN SHALL BE VISIBLE FROM EACH
ACCESSIBLE PARKING SPACE. SIGNS

SHALL BE PERMANENTLY POSTED EITHER

IMMEDIATELY ADJACENT TO THE PARKING

SPACE OR WITHIN THE PROJECTED
PARKING SPACE.

ACCESSIBLE PARKING

IDENTIFICATION SIGN
NTS

INTERNATIONAL SYMBOL

OF ACCESSIBILITY
NTS

AUTHORIZED ACCESSIBLE

PARKING DETAIL
NTS
NOTES:

1. CONTRACTOR SHALL CONFIRM TOWING

AND TELEPHONE INFORMATION WITH

OWNER PRIOR TO ORDERING SIGN

2. SIGN SHALL CONFORM TO THE 2019

CALIFORNIA BUILDING CODE
REQUIREMENTS.

NOTES:

1. SEE PARKING SPACE DETAILS FOR SYMBOL
LOCATIONS.

2. INTERNATIONAL ACCESSIBILITY PAVEMENT
SYMBOL SHALL COMPLY WITH TITLE 24 OF

THE CALIFORNIA BUILDING CODE AND LOCAL
CODES.

3. FOR REFERENCE ONLY. REFER TO CAMUTCD
FOR CURRENT REQUIREMENTS.

WHITE
BLUE
1" RADIUS, TYPICAL
5' - 0" MIN
4' - 6" MIN
4' - 0" MIN
4' - 0" MIN
3' - 0"
MIN
1' - 0"
MIN
1' - 6"
5% MAX CROSS

SLOPE AT GATE

CLEARANCES

PULL CLEARANCE

PUSH CLEARANCE

SEE REF GATE SHEET
2 FOR ELEVATIONS
72" MIN
6' - 0" MIN
5' - 0" MIN
4' - 0" MIN
4' - 0"
MIN
2' - 0"
MIN
1' - 0"

PUSH CLEARANCE

PULL CLEARANCE
5% MAX CROSS

SLOPE AT GATE

CLEARANCES

SEE REF GATE SHEET
2 FOR ELEVATIONS

KNEE CLEARANCE

COUNTER WITH SINK
NOTE: KNEE CLEARANCE
PER ANSI 117.1-2009

REMOVABLE

CABINET
WHERE
NOTED

FINISH FACE OF WALL,

INCLUDING WHERE

REMOVABLE CABINET

IS CALLED OUT

WRAP PLUMBING WITH

INSULATION

KITCHEN SINK

CONTINUE FLOORING

UNDER SINK, INCLUDING

WHERE REMOVABLE

CABINET IS CALLED OUT

GARBAGE DISPOSAL

WHERE NOTED
6" MAX
8" MIN
17" MIN

FIXED PANEL

BACKSPLASH
27" MIN
T.O. SINK RIM
34" MAX
9" MIN
22" TYP
24" MAX
1/2" MAX
1/4" MAX
1 2
1/4" MAX
NOTE: ACCESSIBLE
THRESHOLD TO HAVE 1:2

MAX SLOPE AT ALL
TRANSITIONS, 1/4" MAX

HEIGHT AT VERTICAL
PORTION OF SILL AND 1/2"

MAX OVERALL HEIGHT

DOOR PER

SCHEDULE
1/4" MAX
1 2
1 1/2"
CLR
1 1/2"

WALL FINISH
WOOD

HANDRAIL,
P3.1 FINISH

WALL BASE

PER ROOM

SCHEDULE

FLOOR FINISH

PER ROOM

SCHEDULE
36"
CLR
1 1/2"
1 1/2"
CLR
1 1/2"

METAL GRAB
BAR,

BRUSHED

NICKEL OR

APPROVED
EQUAL
SEE A-850

WALL FINISH

WALL BASE

PER ROOM

SCHEDULE

FLOOR FINISH

PER ROOM

SCHEDULE

BLOCKING AS

REQUIRED

BLOCKING AS

REQUIRED
WOMEN
6" HIGH INTERNATIONAL

ACCESSIBILITY SYMBOL
1" HIGH CONTRASTING

CHARACTERS PER SCHEDULE
6" HIGH "MEN" / "WOMEN" SYMBOL
GRADE 2 CLEAR BEAD

BRAILLE MATCHING

ROOM TEXT
1/8" THK. PLASTIC SIGN W/
CONTRASTING BACKGROUND.

MOUNT ON WALL 4" FROM LATCH

SIDE OF DOOR FRAME
T.O. SIGN
60" AFF
10"
10" 4"

COMMUNITY
GRADE 2 CLEAR BEAD BRAILLE

MATCHING ROOM TEXT

TACTILE SIGNAGE IDENTIFYING PERMANENT ROOMS

AND SPACES IS REQUIRED TO BE POSITIONED AT A
MAXIMUM OF 60" TO THE BASELINE OF THE HIGHEST LINE
OF RAISED ALPHA CHARACTERS AND MINIMUM 48" TO

THE BASELINE OF THE BRAILLE CELLS
1" HIGH CONTRASTING

CHARACTERS PER

SCHEDULE
T.O. SIGN
60" AFF
4"
PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:

SHEET:

REVISIONS:
1201 J STREET
SUITE 200
SACRAMENTO, CA 95814
PHONE: 916.269.8818
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
10/15/2024 10:30:39 AM
C:\Users\enavarro\Documents\_RevitLocal\2321 24_0903 Shelter Expansion_R21_enavarroQT4G7.rvt 2321

SHELTER II AT

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

FRIENDS OF THE

MISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901

BUILDING PERMIT

SUBMITTAL

ACCESSIBILITY

DETAILS
A-851

EN, KS, JL
AS
10/03/24
1/4" = 1'-0"A-851 1 ACCESSIBLE EV PARKING SIGNS
1/4" = 1'-0"A-851 2 3'-0" GATE CLEARANCES1/4" = 1'-0"A-851 3 4'-0" GATE CLEARANCES 1" = 1'-0"A-851 4 ACCESSIBLE KNEE CLEARANCE
6" = 1'-0"A-851 5 ACCESSIBLE DOOR THRESHOLD
3" = 1'-0"A-851 6 HANDRAIL / GRAB BAR REQUIREMENTS
3" = 1'-0"A-851 8 PICTOGRAM ROOM SIGN - TYPE S2
3" = 1'-0"A-851 7 ROOM IDENTIFICATION SIGN - TYPE S1

Page 173 ends

FIRE RATED CAULKING

PER UL SYSTEM

AND/OR ACOUSTICAL

RATED CAULKING

ELECTRICAL BOX

HORIZONTAL SEPARATION
24" MIN
NOTE: RECEPTACLE

BOXES IN FIRE RATED

WALLS SHALL BE

STEEL OR APPROVED
FIRE RATED EQUAL.

THE ANNULAR SPACE

BETWEEN THE

MEMBRANE AND THE

BOX SHALL NOT
EXCEED 1/8" PER CBC
714.5.2.

FIRE RATED CAULKING

PER UL SYSTEM

AND/OR ACOUSTICAL

RATED CAULKING

ELECTRICAL BOX

HORIZONTAL SEPARATION
24" MIN
NOTE: RECEPTACLE

BOXES IN FIRE RATED

WALLS SHALL BE

STEEL OR APPROVED
FIRE RATED EQUAL.

THE ANNULAR SPACE

BETWEEN THE

MEMBRANE AND THE

BOX SHALL NOT
EXCEED 1/8" PER CBC
714.5.2.

IF HORIZONTAL

SEPARATION IS LESS
THAN 36", BOXES SHALL

BE BACKED WITH

FIRESTOPPING PUTTY
UL SYSTEM NO WL 1001 AT

METALLIC PIPE OR CONDUIT

CONDITIONS
UL SYSTEM NO WL 2003 AT NON-

METALLIC PIPE OR CONDUIT

CONDITIONS

FIRE RATED CAULKING PER UL

SYSTEM AND/OR ACOUSTICAL

RATED CAULKING

PIPE / DUCT
NOTE: ACOUSTICAL SEALANT

MUST BE PROVIDED AT ALL

SOUND RATED WALLS IN

ACCORDANCE WITH ASTM
STANDARD C919

NON-RATED INTERIOR WALL

RATED INTERIOR WALL TO

REMAIN CONTINUOUS

SOLID STUD OR NAILER

AT WALL INTERSECTION

CONTINUOUS GYP BOARD

BEHIND STUD AT

INTERSECTING PARTITIONS

PIPE RISER
UL SYSTEM NO WL 1001 AT METALLIC

PIPE OR CONDUIT CONDITIONS
UL SYSTEM NO WL 2003 AT NON-

METALLIC PIPE OR CONDUIT

CONDITIONS
NOTE: ACOUSTICAL SEALANT MUST

BE PROVIDED AT ALL SOUND RATED

WALLS IN ACCORDANCE WITH ASTM
STANDARD C919

FIRE RATED CAULKING PER UL

SYSTEM AND/OR ACOUSTICAL

RATED CAULKING
NOTE: RIGID PLUMBING SYSTEMS

SHALL BE INSTALLED ON VIBRATION

ISOLATION SYSTEMS

ELECTRICAL BOXES IN THE SAME

WALL CAVITY AND THAT ARE WITHIN
24" OF PLUMBING LINES THAT SHALL

BE BACKED WITH FIRESTOPPING
PUTTY

FIRE RATED CAULKING

PER UL SYSTEM

AND/OR ACOUSTICAL

RATED CAULKING
T.O. FLOOR ASSEMBLY
FIRE RATED CAULKING B.O. CEILNG ASSEMBLY

PER UL SYSTEM

AND/OR ACOUSTICAL

RATED CAULKING

NAILER AS REQUIRED

RECESSED / SEMI

RECESSED FIRE

EXTINGUISHER CABINET

INSTALLED PER

MANUFACTURER'S

INSTRUCTIONS

WRAP FRAMED OPENING W/

GYP BOARD TO MAINTAIN

ASSEMBLY RATING

INSULATION AS REQUIRED

PER ASSEMBLY

VRFY W/ MFR

CROSS RUNNER MAIN RUNNER
#12 SPLAYED

BRACE WIRES
NOTES:

1. SEISMIC BRACING SHALL COMPLY WITH CBC 1613 AND ASCE 7

2. AREA OF CEILING SUPPORTED NOT TO EXCEED 144 SF.

3. MAXIMUM BRACE SPACING NOT TO EXCEED 12' OC EACH WAY, 6' MAX FROM WALL

4. BRACE POINT ON MAIN RUNNER NOT TO EXCEED 2" DISTANCE FROM CROSS RUNNER. 45° OR LESS 45° OR LESS #12 HANGER WIRE
45° OR LESS
45° OR LESS
PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:

SHEET:

REVISIONS:
1201 J STREET
SUITE 200
SACRAMENTO, CA 95814
PHONE: 916.269.8818
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
10/15/2024 10:30:40 AM
C:\Users\enavarro\Documents\_RevitLocal\2321 24_0903 Shelter Expansion_R21_enavarroQT4G7.rvt 2321

SHELTER II AT

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

FRIENDS OF THE

MISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901

BUILDING PERMIT

SUBMITTAL

INTERIOR

DETAILS - RATED
A-853

EN, KS, JL
AS
07/02/20
3" = 1'-0"A-853 1 BOX PENETRATION AT RATED WALL
3" = 1'-0"A-853 2 BOX PENETRATION AT PARTY WALL
3" = 1'-0"A-853 3 THRU PENETRATION AT RATED WALL3" = 1'-0"A-853 7 RATED TO NON-RATED WALL 3" = 1'-0"A-853 5 PLUMBING PENETRATION AT RATED WALL
3" = 1'-0"A-853 6 RATED WALL HEAD AND SILL
3" = 1'-0"A-853 9 RECESSED FEC AT RATED WALL
3" = 1'-0"A-853 4 DROPPED CEILING SEISMIC BRACING

Page 174 ends

WOOD TRIM

WINDOW SHIM

AS REQUIRED

WINDOW PER

SCHEDULE

WRAP GYPSUM

BOARD INTO

OPENING AT JAMB

AND HEAD
2x FRAMING
F.O. WALL
1/4"

CHAMFER AT

EXPOSED
EDGES

TOP OF SLAB

SEAL ALONG

WALL EDGES
3/4" MIN
1x6 COMPOSITE

WOOD WITH

COGNAC FINISH
20°
1/4" CHAMFER AT

FREE END

EDGES BEYOND
NOTE: WRAP COMPOSITE

WOOD AROUND FACE BEYOND
NTS
1' - 10 1/2"
1' - 6"
D
5 4"
15"
6" 30" 7" 40" 7" 30" 6"
15" 5
4"
18" 18"

SPRING HINGED
180 DEGREE

SALOON DOORS

PONY WALL BELOW
A-855
10 14 A-855
13 A-855

COUNTERTOP SUPPORT BELOW
1x PAINT GRADE WOOD WALL CAP
FLUSH WITH FACE OF WALL;

FINISHED TO MATCH WALL BELOW
LEVEL 1
0' - 0"

ARCHITECTURAL GRADE
PLYWOOD; SANDED

SMOOTH WITH SEALER

PLYWOOD EDGE FROM

BUTT JOINT AT FRONT SIDE

WALL BASE PER ROOM

SCHEDULE

LOWER QUARTZ

COUNTERTOP

UPPER QUARTZ

COUNTERTOP

SEALED TO

COUNTERTOP
BELOW
1x PAINT GRADE

WOOD WALL CAP

FLUSH WITH FACE
OF WALL; FINISHED

TO MATCH WALL
BELOW
SPRING HINGED 180

DEGREE SALOON DOORS

ARCHITECTURAL GRADE
PLYWOOD; SANDED

SMOOTH WITH SEALER
4"
LEVEL 1
0' - 0"
D
13 A-855
1/4" REVEAL

ARCHITECTURAL GRADE
PLYWOOD; SANDED

SMOOTH WITH SEALER

DRYWALL J-TRIM

REINFORCEMENT

AT REVEAL

WALL BASE PER

ROOM SCHEDULE

SUSPENSION WIRE -

SEE STRUCTURAL

PRE-MANUFACTURED

WOOD SLAT CEILING

RECESSED CAN LIGHT

BEYOND - SEE

ELECTRICAL

LOWER QUARTZ

COUNTERTOP

UPPER QUARTZ

COUNTERTOP SEALED TO

COUNTERTOP BELOW
DOUBLE 2x PONY WALL

WALL BASE PER ROOM SCHEDULE
1/4" R
E
V
E
AL
3 4" A
F
F

PLYWOOD WALL CAP

FLUSH WITH FACE OF
WALL; FINISHED TO

MATCH DOORS
PROJECT NUMBER:

CLIENT:

PHASE:

SHEET TITLE:

SHEET:

REVISIONS:
1201 J STREET
SUITE 200
SACRAMENTO, CA 95814
PHONE: 916.269.8818
WWW.SALAZARCH.COM
DRAWN BY:

CHECKED BY:

DATE CREATED:

Salazar Architect, Inc.
# DATE DESCRIPTION
10/15/2024 10:3
0:41 A
M
C:\Users\enavarro\D
ocuments\_
RevitLocal\2321 24
_
0 9
0 3
Shelter E
x
p
ansion_
R21_enavarro
Q
T
4 G7.rvt
2321

SHELTER II AT

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

FRIENDS OF THE

MISSION
PO BOX 8485
WOODLAND, CA 95776
(916) 416-0901

BUILDING PERMIT

SUBMITTAL

INTERIOR

DETAILS
A-855

EN, KS, JL
AS
09/16/24
6" = 1'-0"A-855
1 INTERIOR WINDOW SILL -TYP
3" = 1'-0"A-855
2 BUILT IN BENCH
3/4" = 1'-0"A-855
9 FRONT DESK PLAN
3/4" = 1'-0"A-855
10 FRONT DESK DOOR ELEVATION
3/4" = 1'-0"A-855
14 FRONT DESK SIDE ELEVATION
1 1/2" = 1'-0"A-855
13 FRONT DESK SECTION

Page 175 ends

1. THIS DOCUMENT IS AN INSTRUMENT OF PROFESSIONAL SERVICE PREPARED BY STONECAP, INC. ALTERATION OF THIS DOCUMENT BY ANY PARTY OTHER THAN STONECAP, INC. IS A VIOLATION OF LAW THAT WILL BE PROSECUTED TO ITS FULLEST EXTENT.

2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS & CONDITIONS AT THE JOB SITE PRIOR TO STARTING CONSTRUCTION AND THE ARCHITECT/ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES.

3. AT ANY DISCREPANCIES OR CONFLICTS BETWEEN PLAN AND ELEVATION DIMENSIONS SHOWN ON THE ARCHITECTURAL DRAWINGS AND THE STRUCTURAL DRAWINGS, THE ARCHITECTURAL DIMENSIONS SHALL GOVERN. IF ANY OF THESE DIMENSIONS DIFFER BY MORE THAN 5%, THE ENGINEER SHALL BE NOTIFIED OF THE CONFLICT, AND THE CONTRACTOR SHALL WAIT FOR INSTRUCTIONS.

4. ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST LOCALLY ADOPTED CODE AND ALL RELEASED ADDENDUMS.

5. THE CONTRACT CONSTRUCTION DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKMEN, AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT LIMITED TO: BRACING, ALL SHORING, FORMS, AND SCAFFOLDING.

6. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN SLABS BEAMS, COLUMNS, WALLS, ETC., UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS.

7. ALL ASTM SPECIFICATIONS NOTED ON THESE DRAWINGS SHALL BE OF THE LATEST REVISION.

8. IN THE EVENT THAT CERTAIN FEATURES OF CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS OR CALLED FOR IN THE NOTES OR SPECIFICATIONS. NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY & WAIT FOR INSTRUCTIONS.

9. COST OF ADDITIONAL DESIGN WORK NECESSITATED BY SELECTION OF AN OPTION OR DUE TO ERRORS OR OMISSIONS IN CONSTRUCTION, SHALL BE BORN BY THE CONTRACTOR.

10. WHERE DESIGN AND DETAILS OF PLATE GIRDERS, TRUSSES, ETC., IS TO BE PROVIDED BY FABRICATOR CONTRACTOR SHALL

SUBMIT CALCULATIONS PREPARED BY A CIVIL OR STRUCTURAL ENGINEER, TO THE ENGINEER AND TO THE BUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATION.

11. UNLESS AN ITEM ON THE PLANS OR DETAILS IS SPECIFICALLY MARKED AS AN EXISTING ITEM, THE CONTRACTOR IS TO ASSUME THAT IT IS NEW, AND INCLUDE IT IN THE CONSTRUCTION BUDGET.

12. WHERE SOIL REPORT IS CITED, ITS REQUIREMENTS ADOPTED HEREIN.

13. ALL MANUFACTURED PRODUCTS MUST BE INSTALLED PER MANUFACTURER'S RECOMMENDATION.

14. WHILE EVERY REASONABLE EFFORT HAS BEEN MADE TO PROVIDE A BUILDABLE SET ON CONTRACT DOCUMENTS WITH

MINIMAL ERRORS OR OMISSIONS, THE CONTRACTOR ACKNOWLEDGES AND UNDERSTANDS THAT THE CONTRACT DOCUMENTS

MAY REPRESENT IMPERFECT DATA AND MAY CONTAIN ERRORS, OMISSIONS, CONFLICTS, INCONSISTENCIES, CODE VIOLATIONS AND IMPROPER USE OF MATERIALS. SUCH DEFICIENCIES WILL BE CORRECTED BY THE ARCHITECT OR HIS CONSULTANTS WHEN IDENTIFIED. THE CONTRACTOR AGREES TO CAREFULLY STUDY AND COMPARE THE INDIVIDUAL CONTRACT DOCUMENTS AND REPORT AT ONCE IN WRITING TO THE ARCHITECT ANY DEFICIENCIES THE CONTRACTOR MAY DISCOVER. THE

CONTRACTOR FURTHER AGREES TO REQUIRE EACH SUBCONTRACTOR TO LIKEWISE STUDY THE DOCUMENTS AND TO REPORT AT ONCE ANY DEFICIENCIES DISCOVERED. THE CONSULTANT AND ARCHITECT, TOGETHER WITH CONTRACTOR SHALL RESOLVE ALL REPORTED DEFICIENCIES PRIOR TO STARTING ANY WORK. ANY QUESTIONABLE WORK PERFORMED PRIOR TO

RESOLUTION OF CONFLICTS OR ERRORS OR FURTHER CLARIFICATION FROM THE ARCHITECT WILL BE DONE AT THE CONTRACTOR'S RISK.

15. OPTIONS, IF PROVIDED HEREIN, ARE FOR CONTRACTOR'S CONVENIENCE. HE SHALL BE RESPONSIBLE FOR ALL CHANGES NECESSARY, SHALL COORDINATE ALL DETAILS, AND SHALL OBTAIN ALL REQUIRED APPROVALS.

16. ANY MECHANICAL AND ELECTRICAL EQUIPMENT, STORAGE RACKS, SAFES, AND ANY OBJECT EXPECTED TO BE IN THE BUILDING THAT HAS AN OPERATIONAL WEIGHT (FULLY LOADED) GREATER THEN 400 LB. FLOOR OR ROOF MOUNTED, OR GREATER THEN 200 LB. SUSPENDED FROM A FLOOR, CEILING OR WALL SHALL BE SHOWN ON THESE DRAWINGS. IF THEY ARE

NOT SHOWN ON THESE DRAWINGS, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER, AND A CUT SHEET FOR THE SPECIFIC ITEM SHALL BE MADE AVAILABLE.

17. THE DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW

AND APPROVE THEM, AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED

SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND APPROVED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. PROVIDE AMPLE TIME FOR THE BUILDING OFFICIAL TO REVIEW THE DOCUMENTS.

18. CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS OF THE LATEST ADOPTED CALIFORNIA GREEN BUILDING CODE.

19. CONTRACTOR IS TO VERIFY THAT NO EXISTING STEEL REINFORCING, OR TENSION CABLES ARE DAMAGED WHEN INSTALLING POST INSTALLED WEDGE OR CHEMICAL ANCHORS. MECHANICAL ANCHORS ARE ONLY APPROVED FOR INTERIOR DRY USE, OTHERWISE CHEMICAL ANCHORS MUST BE USED.

GENERAL STRUCTURAL NOTES

1. SPECIAL INSPECTION U.N.O. BY A REGISTERED DEPUTY INSPECTOR APPROVED BY THE ARCHITECT AND/OR ENGINEER AND THE BUILDING DEPARTMENT SHALL BE EMPLOYED BY THE OWNER FOR THE FOLLOWING TYPES OF WORK:

A. FOUNDATION CONCRETE INVOLVING CONCRETE STRENGTH GREATER THAN 2500 P.S.I.

B. PERIODIC INSPECTION FOR SOILS IN SEISMIC DESIGN CATEGORIES D, E, AND F.

C. ALL WELDING. (EXCEPTIONS: WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH AWS D1.1), ONLY PERIODIC INSPECTION IS REQUIRED FOR: SINGLE PASS FILLET WELDS LESS THEN 5/16", FLOOR AND ROOF DECK WELDS, WELDED STUDS ON A METAL DECK SYSTEM, WELDED COLD FOR STEEL, STAIRS, AND RAILING.

D. ALL POST INSTALLED CONCRETE OR MASONRY ANCHORS SUCH AS CHEMICAL AND MECHANICAL ANCHORS E. PERIODIC INSPECTION FOR ALL PLYWOOD DIAPHRAGMS, VERTICAL OR HORIZONTAL, WITH NAIL SPACING LESS THAN 4"OC. OR DOUBLE SIDED SHEAR WALLS.

F. PERIODIC INSPECTION FOR PLATE TRUSSES, TRUSS BLOCKING, HANGERS, AND TEMPORARY BRACING.

G. SEE C.B.C. VOL.II, SECTION 1704 FOR ADDITIONAL REQUIREMENTS. DEPUTY INSPECTION MAY BE WAVED FOR WORK THAT IS MINOR IN NATURE AS INTERPRETED BY THE BUILDING OFFICIAL.

2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF

THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER OR ARCHITECT OF RECORD, AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO

THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND TO THE BUILDING OFFICIAL. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING

WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN

CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.

3. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND-OR SEISMIC-FORCE-RESISTING SYSTEM,

DESIGNATED SEISMIC SYSTEM OR A WIND-OR SEISMIC-RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL

INSPECTION SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING:

A. ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS;
B. ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL;
C. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND THE DISTRIBUTION OF THE REPORTS; AND
D. IDENTIFICATION AND QUALIFICATION OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR POSITION(S) IN THE ORGANIZATION.

SPECIAL INSPECTIONS

1. SHOP AND ERECTION DRAWINGS SERVE TO AID SUBCONTRACTORS IN THE PERFORMANCE OF THEIR WORK. THE

CONTRACTOR SHALL REVIEW SUBMITTALS RECEIVED BY THEIR SUBCONTRACTORS FOR COMPLIANCE AND CONFORMANCE WITH THE REQUIREMENTS OF THE STRUCTURAL DRAWINGS AND MARK ANY DISCREPANCIES. SHOP AND ERECTION DRAWINGS

SHALL INCORPORATE THE LATEST REVISIONS TO THE STRUCTURAL DRAWINGS AND THOSE THAT DO NOT SHALL BE FORWARDED TO THE DESIGN TEAM FOR REVIEW. THE CONTRACTOR SHALL ASSIGN A NUMBER TO EACH SUBMITTAL AND PROVIDE A REVIEW STAMP AND SIGNATURE.

2. WHERE THE FOLLOWING TYPES OF WORK ARE SHOWN IN THE PLANS, SHOP AND ERECTION DRAWINGS ARE REQUIRED:

A. REINFORCING STEEL.

B. CONCRETE MIX DESIGNS.

C. STRUCTURAL STEEL.

D. STEEL STAIRS, HANDRAILS, GUARDRAILS, AND LANDINGS.

E. FIRE SPRINKLER SUPPORT.

F. ROOF AND FLOOR PREMANUFACTURED TRUSSES

3. INDIVIDUAL MEMBERS SHALL BE CROSS-REFERENCED TO GRIDLINES FOR PURPOSES OF LOCATION. WORK SHALL NOT BEGIN UNTIL THE SHOP AND ERECTION DRAWINGS REVIEWED BY THE STRUCTURAL ENGINEER ARE RECEIVED AT THE JOBSITE.

4. CORRECTIONS OR COMMENTS MADE BY THE STRUCTURAL ENGINEER ON THE SHOP AND ERECTION DRAWINGS DURING

REVIEW DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR

CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, SELECTING FABRICATION PROCESSES AND TECHNIQUES

OF CONSTRUCTION, COORDINATING WORK WITH THAT OF ALL OTHER TRADES, AND PERFORMING HIS WORK IN A SAFE AND SATISFACTORY MANNER.

5. IN ORDER TO REDUCE THE POSSIBILITY OF ERRORS IN TRANSFERRING REDMARKS TO NUMEROUS COPIES OF RETURNED

SHOP AND ERECTION DRAWINGS, ONLY ONE REPRODUCIBLE AND ONE COPY SHALL BE SENT TO THE STRUCTURAL ENGINEER FOR REVIEW. ONE REVIEW STAMPED REPRODUCIBLE WILL BE RETURNED. ADDITIONAL PRINTS FOR DISTRIBUTION BY THE CONTRACTOR CAN BE RUN FROM THE REPRODUCIBLE.

SHOP AND ERECTION DRAWINGS

1. DESIGN OF HANGERS, SWAY BRACING, AND ATTACHMENT TO THE STRUCTURE IS A DEFERRED SUBMITTAL ITEM. SEE DESIGN/BUILD NOTES FOR REQUIREMENTS.

2. CONTRACTOR SHALL SUBMIT DRAWINGS TO THE STRUCTURAL ENGINEER PRIOR TO THE START OF FRAMING. PROVIDE PIPE SIZES, WET PIPE WEIGHTS, AND PROPOSED DETAILS FOR ATTACHMENT. SIZE OF MEMBERS MAY BE SUBJECT TO CHANGE DUE TO PIPE LOCATIONS. INSTALLATION OF FRAMING SHALL NOT PROCEED UNTIL SHOP DRAWINGS AND METHOD OF STRENGTHENING, IF REQUIRED, HAVE BEEN DETERMINED.

3. LOCATE MAIN LINE NEAR COLUMNS AND ATTACH TO STEEL BEAMS, MANUFACTURED LUMBER, WOOD I-JOISTS, WOOD TRUSSES, STEEL JOISTS, AND CONCRETE BEAMS ONLY.

4. CONNECT BRANCH LINES TO STEEL BEAMS, CONCRETE OVER METAL DECK, MANUFACTURED LUMBER, WOOD I-JOISTS, WOOD TRUSSES, STEEL JOISTS, AND CONCRETE BEAMS ONLY. DO NOT CONNECT TO METAL DECK THAT DOES NOT HAVE STRUCTURAL CONCRETE FILL. CONNECTIONS FOR BRANCH LINES IN AREAS OF 2X FRAMING SHALL BE MADE TO DOUBLE 2X'S OR TO 4X'S, CONTRACTOR TO COORDINATE.

5. CONNECTIONS TO MANUFACTURED LUMBER SHALL OCCUR WITHIN THE MIDDLE THIRD OF THE MEMBER DEPTH.

6. THE METAL DECK, WOOD I-JOISTS, WOOD TRUSSES, AND STEEL JOIST MANUFACTURERS SHALL VERIFY ADEQUACY OF THEIR PRODUCTS TO SUPPORT HANGER LOADS. CONTACT THE MANUFACTURER FOR ACCEPTABLE CONNECTION DETAILS.

FIRE SPRINKLER SUPPORT

1. THE ABBREVIATION "GC" WHERE SHOWN ON THE DRAWINGS INDICATES GENERAL CONTRACTOR, OR IN THE CASE WHERE THE

PROJECT DOES NOT HAVE A GENERAL CONTRACTOR, THE CONTRACTOR RESPONSIBLE FOR THE DESIGN/BUILD OR DEFERRED SUBMITTAL ITEM.

2. THE CONTRACTOR SHALL CONTACT THE BUILDING DEPARTMENT TO DETERMINE WHICH DESIGN/BUILD ITEMS ARE REQUIRE A PERMIT THROUGH THE DEFERRED APPROVAL PROCESS.

3. FOR THOSE ITEMS REQUIRING DEFERRED APPROVAL, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PERMITS.

THE CONTRACTOR SHALL PREPARE ALL REQUIRED DOCUMENTS: CALCULATIONS, SHOP DRAWINGS, MATERIAL

SPECIFICATIONS AND DATA SHEETS, ALL OF WHICH SHALL BE STAMPED AND SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE PROJECT STATE. IN THE EVENT THAT THE CONTRACTOR IS UNABLE TO OBTAIN OUTSIDE STRUCTURAL ENGINEERING SERVICES, NCE CAN BE CONTRACTED TO PERFORM SUCH SERVICES AT AN ADDITIONAL FEE. PRIOR TO THE

CONTRACTOR'S SUBMITTAL TO THE BUILDING DEPARTMENT, ALL DOCUMENTS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW. THIS REVIEW IS LIMITED TO VERIFICATION THAT THE DESIGN COMPLIES WITH THE PROJECT DESIGN

LOADING CRITERIA, THAT THE PRIMARY STRUCTURAL SYSTEM IS CAPABLE OF SUPPORTING THE IMPOSED LOADS AT CONNECTION POINTS, AND FOR COORDINATION AS REQUIRED. THE PREPARER OF THE DOCUMENTS IS SOLELY RESPONSIBLE FOR THEIR DESIGN. THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR VERIFICATION OF CODE COMPLIANCE. THE

CONTRACTOR SHALL SUBMIT DOCUMENTS TO THE BUILDING DEPARTMENT AND RESOLVE ALL PLAN CHECK CORRECTIONS TO OBTAIN A PERMIT. FABRICATION AND INSTALLATION OF DESIGN/BUILD AND DEFERRED APPROVAL ITEMS SHALL NOT PROCEED

UNTIL THE DESIGN TEAM HAS REVIEWED THE DOCUMENTS AND THE CONTRACTOR HAS OBTAINED A PERMIT FOR THE ITEMS REQUIRING DEFERRED APPROVAL.

4. THE CONTRACTOR SHALL COORDINATE WITH OTHER TRADES, THE ARCHITECT, AND OTHER CONSULTANTS. DESIGN SHALL INCLUDE THE DESIGN OF THE ELEMENT AND ITS CONNECTION TO THE STRUCTURE. THE STRUCTURAL ENGINEER HAS NOT DESIGNED THE FOLLOWING ITEMS:

A. FIRE SPRINKLER SUPPORT.

B. ROOF AND FLOOR PREMANUFACTURED TRUSSES, AND COMMERCIAL JOISTS C. PREMANUFACTURED BALCONIES INCLUDING JULIET BALCONIES

5. ANY STRUCTURE THAT IS NOT SHOWN ON THE STRUCTURAL DRAWINGS BUT IS REQUIRED BY OTHER DISCIPLINES, SUCH AS ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, LANDSCAPE, ETC.

6. ALL PIPES, DUCTS, AND CONDUIT SHALL BE BRACED TO RESIST THE FORCES PRESCRIBED IN ASCE 7 SECTION 13.6 WITH DETAILS IN ACCORDANCE WITH THE SMACNA SEISMIC RESTRAINT MANUAL, GUIDELINES FOR MECHANICAL SYSTEMS.

DESIGN/BUILD AND DEFERRED SUBMITTAL REQUIREMENTS:

1. FOUNDATION DESIGN IS BASED ON THE SOIL INVESTIGATION REPORT BY:

WALLACE KUHL & ASSOCIATES
WKA NO. 12185.02P DATED JANUARY 29, 2020
3050 INDUSTRIAL BOULEVARD
WEST SACRAMENTO, CA95691
CONTACT INFORMATION 916.372.1434

2. DESIGN SOIL BEARING PRESSURE IS 2000 PSF @ 12" MIN. BELOW LOWEST ADJACENT GRADE.

3. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPT. FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL, IN WRITING, THAT:

A. THE BUILDING PAD WAS PREPARED ACCORDING TO THE SOILS REPORT.

B. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT.

C. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACK FILLED AND COMPACTED.

4. THE SOILS REPORT IS AN INTEGRAL PART OF THE CONSTRUCTION DOCUMENTS. ANY INCONSISTENCIES OR CONFLICTS SHOULD BE BROUGHT TO OUR ATTENTION IMMEDIATELY, AND WAIT FOR OUR DIRECTION.

5. REFERENCE THE SOILS REPORT FOR OVER EXCAVATION, LAYMENT OF BIAXLE GRID/GEOFABRIC, AND RECOMPACTION, AND OPTIMUM MOISTURE LEVEL INSTRUCTIONS.

6. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY FINAL GRADE ELEVATIONS, FOR MINIMUM FOOTING DEPTHS BELOW LOWEST ADJACENT GRADES AND MINIMUM COVERAGE OVER TOP OF FOOTINGS. ELEVATIONS OF FOOTINGS SHOWN ON THESE PLANS ARE ESTIMATES BASED ON THE INFORMATION AVAILABLE. FOOTING ELEVATIONS ARE SUBJECT TO CHANGE,

AND ARE NOT FINAL TILL THE BUILDING PAD IS GRADED AND TRENCHES FOR FOOTINGS HAVE BEEN APPROVED BY THE SOILS ENGINEER OF RECORD.

7. THE CONTRACTOR IS TO VERIFY IF THE SOILS ENGINEER REQUIRES ADDITIONAL TESTING AT THE COMPLETION OF GRADING OF THE BUILDING PAD.

8. PRIOR TO BEING DELIVERED TO THE SITE, ALL IMPORTED SOIL SHALL BE TESTED AND APPROVED BY THE SOILS ENGINEER FOR CORROSIVITY AND SUITABILITY FOR THE FOUNDATION DESIGN.

9. BACKFILL BEHIND ALL RETAINING WALLS SHALL BE FREE DRAINING PER RECOMMENDATIONS OF THE SOILS REPORT.

10. EXCAVATION FOR ANY PURPOSE SHALL NOT REMOVE LATERAL SUPPORT FROM ANY FOUNDATION WITHOUT FIRST UNDERPINNING OR PROTECTING THE FOUNDATION AGAINST SETTLEMENT OR LATERAL TRANSLATION.

11. THE EXCAVATION OUTSIDE THE FOUNDATION SHALL BE BACKFILLED WITH SOIL THAT IS FREE OF ORGANIC MATERIAL, CONSTRUCTION DEBRIS, COBBLES AND BOULDERS OR WITH A CONTROLLED LOW-STRENGTH MATERIAL (CLSM). THE BACKFILL

SHALL BE PLACED IN LIFTS AND COMPACTED IN A MANOR THAT DOES NOT DAMAGE THE FOUNDATION OR THE WATERPROOFING OR DAMPPROOFING MATERIAL. EXCEPTION: CLSM NEED NOT BE COMPACTED.

12. THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL (5-PERCENT SLOPE) FOR A MINIMUM DISTANCE OF 10 FEET (3048 MM) MEASURED PERPENDICULAR TO THE FACE OF THE WALL. IF PHYSICAL OBSTRUCTIONS OR LOT LINES PROHIBIT 10 FEET (3048 MM) OF HORIZONTAL DISTANCE, A 5-PERCENT SLOPE SHALL BE PROVIDED TO AN APPROVED ALTERNATIVE METHOD OF DIVERTING WATER AWAY FROM FOUNDATION. SWALES USED FOR THIS PURPOSE SHALL BE SLOPED A MINIMUM OF 2 PERCENT WHERE LOCATED WITHIN 10 FEET (3048 MM) OF THE BUILDING FOUNDATION. IMPERVIOUS SURFACES WITHIN 10 FEET (3048 MM) OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING. EXCEPTION: WHERE

CLIMATIC OR SOIL CONDITIONS WARRANT, THE SLOPE OF THE GROUND AWAY FROM THE BUILDING FOUNDATION SHALL BE PERMITTED TO BE REDUCED TO NOT LESS THAN ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL (2-PERCENT SLOPE). THE

PROCEDURE USED TO ESTABLISH THE FINAL GROUND LEVEL ADJACENT TO THE FOUNDATION SHALL ACCOUNT FOR ADDITIONAL SETTLEMENT OF THE BACKFILL.

FOUNDATION NOTES

1. FLOOR LIVE LOADS = 50 PSF [1603.1.1 CBC]
FLOOR DEAD LOADS = 25 PSF
EGRESS LIVE LOADS = 100 PSF
BALCONY LIVE LOADS = 60 PSF
STAIR AND EXIT LIVE LOADS = NA

2. GROUND SNOW LOAD, Pg = NA
FLAT-ROOF LOAD, Pf = NA (ONLY WHERE Pg EXCEEDS 10 PSF)
EXPOSURE FACTOR, I = NA (ONLY WHERE Pg EXCEEDS 10 PSF)
THERMAL FACTOR, Ct = NA (ONLY WHERE Pg EXCEEDS 10 PSF)

3. ROOF LIVE LOAD = 20 PSF [1603.1.2 CBC]

4. [1603.1.4 CBC] WIND DESIGN DATA:

ASD WIND SPEED (3-SEC GUST) = 85 MPH
ULTIMATE WIND SPEED (3-SEC GUST) = 110 MPH
WIND RISK CATEGORY = II
WIND EXPOSURE(S) = B

5. [1603.1.5 CBC] EARTHQUAKE DESIGN DATA:

SEISMIC RISK CATEGORY = II
MAPPED SPECTRAL RESPONSE ACCELERATIONS, Ss = 0.870g & SI = 0.322g SITE CLASS = D
SPECTRAL RESPONSE COEFFICIENTS, SDS = 0.668g
SEISMIC DESIGN CATEGORY = D
BASIC SEISMIC-FORCE RESISTING SYSTEM(S)= A.15 (LIGHT FRAMED WOOD WALLS SHEATHED W/ WOOD STRUCTURAL

PANELS RATED FOR SHEAR RESISTANCE)
BASIC SEISMIC-FORCE RESISTING SYSTEM(@ COMMERCIAL SPACE) = C.1 (STEEL SPECIAL MOMENT FRAME) DESIGN BASE SHEAR V = 0.1028W
SEISMIC RESPONSE COEFFICIENT(S), CS = 0.1028
RESPONSE MODIFICATIONS FACTOR(S), R = 6.5
ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE

DESIGN CRITERIA

1. CONCRETE MIXES SHALL BE DESIGNED BY A RECOGNIZED TESTING LABORATORY AND COPIES OF THE DESIGN SHALL BE SENT TO THE ARCHITECT AND THE ENGINEER. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND THE ARCHITECT. ALL CONCRETE EXCEPT FOUNDATION CONCRETE SHALL CONTAIN POLYMER BASED WATER REDUCING ADMIXTURE.

2. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150. TYPE II. AGGREGATE FOR STONE CONCRETE SHALL CONFORM TO ASTM C-33. NON-REACTIVE AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM ASTM C-330.

3. ALL REINFORCING BARS, ANCHOR BOLTS, PRE STRESSING TENDONS, AND ALL OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE.

4. THE MAXIMUM SLUMP SHALL NOT EXCEED 4" +/- 1" FOR FOOTINGS, SLABS ON EARTH, AND MASS CONCRETE, AND 5" +/- 1" FOR OTHER CONCRETE. SLUMP MAY BE INCREASED WHEN CHEMICAL ADMIXTURES ARE USED, PROVIDED THAT ADMIXTURETREATED CONCRETE HAS THE SAME OR LOWER WATER: CEMENT OR WATER: CEMENTITIOUS MATERIAL RATIO. (ACI 211 TABLE

6.3.1)

5. MINIMUM COMPRESSIVE STRENGTH:

A. PROVIDE CONCRETE WITH THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH (f'c) AT 28 DAYS UNLESS NOTED OTHERWISE (MINIMUM 5 SACKS OF CEMENT PER CUBIC YARD) (MAXIMUM WATER/CEMENT RATIO BY WEIGHT SHALL BE .65 FOR BALANCE):
a. SLABS ON GRADE............................................................................ 3000 P.S.I.*(HARDROCK) b. SPREAD FOOTING.............................................................................3000 P.S.I. (HARDROCK) c. CONTINUOUS FOOTINGS.................................................................... 3000 P.S.I. (HARDROCK) d. FOOTING UNDER CONC. SHEAR WALLS............................................ 4000 P.S.I. (HARDROCK) e. RETAINING WALLS............................................................................. 3000 P.S.I. (HARDROCK) f. STRUCTURAL SLABS......................................................................... 5000 P.S.I. (HARDROCK) g. COLUMNS.......................................................................................... 4000 P.S.I. (HARDROCK) h. BEAMS............................................................................................... 5000 P.S.I. (HARDROCK) i. SHEAR WALLS................................................................................... 4000 P.S.I. (HARDROCK) j. OTHER WALLS...................................................................................3000 P.S.I. (HARDROCK) k. CONCRETE OVER METAL DECK.......................................................... 4000 P.S.I. (LIGHTWEIGHT) B. * 2500 PSI STRENGTH USED FOR DESIGN, SPECIAL INSPECTION NOT REQUIRED.

6. THE COMPRESSIVE STRENGTH OF EXTERIOR SLABS AND FLAT WORK SHALL BE INCREASED FOR MODERATE AND SEVERE WEATHERING EXPOSURE PER TABLE 1904.2.2 OF THE CBC.

7. ALL STRUCTURAL CONCRETE IS TO BE REINFORCED.

8. CONTRACTOR SHALL SUBMIT SLAB CONSTRUCTION JOINT LAYOUT DRAWINGS TO THE ARCHITECT AND ENGINEER FOR REVIEW.

9. PROJECTING CORNERS OF BEAMS, COLUMNS, WALLS, ETC.. SHALL BE FORMED WITH A 3/4" CHAMFER UNLESS DETAILED OTHERWISE.

10. IF EXPOSURE TO SULFATES, OR SPECIAL EXPOSURE CONDITIONS OCCUR, THE CONCRETE STRENGTH, WATER CEMENT RATIOS, AND OTHER PROPERTIES OF THE CONCRETE MIX SHALL BE IN ACCORDANCE WITH ACI 318 SECTION 4.3. VERIFY WITH SOILS REPORT FOR CORROSIVE CHEMICALS IN THE SOILS.

11. THE MAXIMUM SPACING OF CONTROL JOINTS IN SLAB ON GRADE EACH WAY SHALL BE 30X THE SLAB THICKNESS BEFORE 7 DAYS OF CURING. SLABS REQUIRE AT LEAST 7 DAYS CURING (14 DAYS WHERE FLY ASH OR POZOLAN IS USED), AND THE

ENVIRONMENT (HUMIDITY AND TEMPERATURE) OF ROOM SHALL BE ACCLIMATED TO LONG TERM CLIMATE CONDITIONS PRIOR TO INSTALLATION OF FLOORING. THE SLAB TEMPERATURE SHALL BE WITHIN 5 DEGREES OF DEW POINT DURING CURING. NO CURING COMPOUND SHALL BE USED, ONLY WET CURED. MOISTURE AND HUMIDITY TESTING SHALL BE PERFORMED BY AN

INDEPENDENT TESTING LABORATORY HIRED BY THE OWNER, AND TESTS RESULTS SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF FLOORING.

12. DO NOT POUR CONCRETE WHEN THE TEMPERATURE EXCEEDS 90°F OR 80°F WHEN THE WIND EXCEEDS 12MPH.

13. START CURING AS SOON AS HARD TRAWLING IS DONE. ALL CURING SHALL BE WET CURING BY USING BURLAP FOR A MINIMUM OF 7 DAYS. BURLAP MUST BE PLACED WITHIN 2 HOURS OF POURING (NO SPRAY CURING).

14. WHEN WIND, TEMPERATURE AND HUMIDITY CONDITIONS CAUSE EARLY DISAPPEARANCE OF BLEED WATER, STEPS SHALL BE TAKEN TO USE A FOG SPRAY. CURING SHALL COMMENCE IMMEDIATELY AFTER FINISHING TRAWLING.

15. WHERE AIR ENTRAINED CONCRETE IS SPECIFIED, THE VOLUME OF AIR IN THE MORTAR FRACTION OF CONCRETE MIX DESIGN SHALL BE 9% ±1%.

16. ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615 GRADE 60 FOR NO.5 AND LARGER, ASTM A-615 GRADE 40 FOR NO.4 AND SMALLER. AT GRADE BEAMS & CONCRETE FRAMES ALL REINF. SHALL CONFORM TO ASTM A706 REBAR.

17. WIRE MESH SHALL CONFORM TO ASTM A-185, AND SHALL BE LAPPED 1-1/2 SPACES OR 12" MINIMUM.

18. ALL REINFORCING BAR BENDS SHALL BE MADE COLD.

19. REINFORCING STEEL SHALL BE SPLICED WITH CLASS B SPLICES UNLESS NOTED OTHERWISE ON THE DRAWINGS.

20. LOW HYDROGEN ELECTRODES SHALL BE USED WHEREVER REINFORCING STEEL IS WELDED. BARS SHALL BE A706 GRD. 60 MIN. FOR WELD ABILITY.

21. AT THE TIME CONCRETE IS PLACED, REINFORCEMENT SHALL BE FREE FROM MUD, OIL, OR OTHER NONMETALLIC COATINGS THAT DECREASE BOND. WHERE SPECIFIED IN THE DETAILS, EPOXY-COATING OF STEEL REINFORCEMENT IN ACCORDANCE WITH ACI STANDARDS.

22. EXCEPT FOR PRESTRESSING STEEL, STEEL REINFORCEMENT WITH RUST, MILL SCALE, OR A COMBINATION OF BOTH SHALL BE

CONSIDERED SATISFACTORY, PROVIDED THE MINIMUM DIMENSIONS (INCLUDING HEIGHT OF DEFORMATIONS) AND WEIGHT OF A HAND-WIRE-BRUSHED TEST SPECIMEN COMPLY WITH APPLICABLE ASTM SPECIFICATIONS.

23. THE MINIMUM CLEAR SPACING BETWEEN PARALLEL BARS IN A LAYER SHALL BE db BUT NOT LESS THAN 1 IN.

24. WHERE PARALLEL REINFORCEMENT IS PLACED IN TWO OR MORE LAYERS, BARS IN THE UPPER LAYERS SHALL BE PLACED DIRECTLY ABOVE BARS IN THE BOTTOM LAYER WITH CLEAR DISTANCE BETWEEN LAYERS NOT LESS THAN 1 IN.

25. IN SPIRALLY REINFORCED OR TIED REINFORCED COMPRESSION MEMBERS, CLEAR DISTANCE BETWEEN LONGITUDINAL BARS SHALL BE NOT LESS THAN 1.5db NOR LESS THAN 11/2 IN.

26. CLEAR DISTANCE LIMITATION BETWEEN BARS SHALL APPLY ALSO TO THE CLEAR DISTANCE BETWEEN A CONTACT LAP SPLICE AND ADJACENT SPLICES OR BARS.

27. IN WALLS AND SLABS OTHER THAN CONCRETE JOIST CONSTRUCTION, PRIMARY FLEXURAL REINFORCEMENT SHALL NOT BE SPACED FARTHER APART THAN THREE TIMES THE WALL OR SLAB THICKNESS, NOR FARTHER APART THAN 18 IN.

28. GROUPS OF PARALLEL REINFORCING BARS BUNDLED IN CONTACT TO ACT AS A UNIT SHALL BE LIMITED TO FOUR IN ANY ONE BUNDLE.

29. BUNDLED BARS SHALL BE ENCLOSED WITHIN STIRRUPS OR TIES.

30. BARS LARGER THAN NO. 11 SHALL NOT BE BUNDLED IN BEAMS.

31. INDIVIDUAL BARS WITHIN A BUNDLE TERMINATED WITHIN THE SPAN OF FLEXURAL MEMBERS SHALL TERMINATE AT DIFFERENT POINTS WITH AT LEAST 40db STAGGER.

32. WHERE CONCRETE MUST BE INSTALLED AND CURED IN COLD WEATHER, THE GENERAL REQUIREMENTS AND SPECIFICATIONS OF ASTM STD C-31 SHALL BE IMPLEMENTED.

33. CAST-IN-PLACE CONCRETE (NON-PRESTRESSED)
A. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT:
a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.........................................3" MIN. b. CONCRETE EXPOSED TO EARTH OR WEATHER:
• NO.6 THROUGH NO.18 BARS........................................................................................2" MIN. • NO.5 BAR, W31 OR D31 WIRE, AND SMALLER..........................................................1 1/2" MIN. c. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
d. SLABS, WALLS, JOISTS:
• NO.14 AND NO.18 BARS............................................................................................11/2" MIN. • NO.11 BAR AND SMALLER...........................................................................................3/4" MIN. e. BEAMS, COLUMNS:
• PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS................................................11/2" MIN. f. SHELLS, FOLDED PLATE MEMBERS:
• NO.6 BAR AND LARGER...............................................................................................3/4" MIN. • NO.5 BAR, W31 OR D31 WIRE, AND SMALLER............................................................1/2" MIN.

34. BUNDLED BARS:

FOR BUNDLED BARS, MINIMUM CONCRETE COVER SHALL BE EQUAL TO THE EQUIVALENT DIAMETER OF THE BUNDLE, BUT NEED NOT TO BE GREATER THAN 2 IN.; EXCEPT FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH, WHERE MINIMUM COVER SHALL BE 3 IN.

35. CORROSIVE ENVIRONMENTS:

IN CORROSIVE ENVIRONMENTS OR OTHER SEVERE EXPOSURE CONDITIONS, AMOUNT OF CONCRETE PROTECTION SHALL BE

SUITABLY INCREASED, AND DENSENESS AND NONPOROSITY OF PROTECTING CONCRETE SHALL BE CONSIDERED, OR OTHER PROTECTION SHALL BE PROVIDED. "COVER" WHERE NOTED ON PLANS AND DETAILS IS NOT A MINIMUM, UNLESS NOTED AS "MIN." THE COVER SHALL BE AS NOTED WITH TOLERANCE.

36. MINIMUM DIAMETER OF BEND:

37. TOLERANCE FOR d AND MINIMUM CONCRETE COVER IN FLEXURAL MEMBERS, WALLS, AND COMPRESSION MEMBERS SHALL BE AS FOLLOWS:

EXCEPT THAT TOLERANCE FOR THE CLEAR DISTANCE TO FORMED SOFFITS SHALL BE MINUS 1/4 IN. AND TOLERANCE FOR COVER SHALL NOT EXCEED MINUS 1/3 THE MINIMUM CONCRETE COVER REQUIRED IN THE DESIGN DRAWINGS AND SPECIFICATIONS.

38. MAXIMUM CHLORIDE ION CONTENT FOR CORROSION PROTECTION OF REINFORCEMENT:

39. TOLERANCE FOR LONGITUDINAL LOCATION OF BEND AND ENDS OF REINFORCEMENT SHALL BE ± 2 IN., EXCEPT THE TOLERANCE SHALL BE ± 1/2 IN. AT THE DISCONTINUOUS ENDS OF BRACKETS AND CORBELS, AND ± 1 IN. AT THE DISCONTINUOUS ENDS OF OTHER MEMBERS.

40. REINFORCEMENT RESISTING EARTHQUAKE-INDUCED FLEXURAL AND AXIAL FORCES IN FRAME MEMBERS AND IN STRUCTURAL WALL BOUNDARY ELEMENTS SHALL COMPLY WITH ASTM A 706. ASTM A 615 GRADES 40 AND 60 REINFORCEMENT SHALL BE PERMITTED IN THESE MEMBERS IF:

A. THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED fy BY MORE THAN 18,000 PSI (RETESTS SHALL NOT EXCEED THIS VALUE BY MORE THAN AN ADDITIONAL 3000 PSI): AND B. THE RATION OF THE ACTUAL TENSILE STRENGTH TO THE ACTUAL YIELD STRENGTH IS NOT LESS THAN 1.25.

C. THE VALUE OF fyt FOR TRANSVERSE REINFORCEMENT INCLUDING SPIRAL REINFORCEMENT SHALL NOT EXCEED 60,000 PSI.

41. CONCRETE FLOOR FLATNESS SHALL BE A MINIMUM OF 1/4" : 10 FT. TYP. U.N.O.

42. WHERE CORROSION-RESISTANT REINFORCEMENT (CRR) IS SPECIFIED, USE MMFX2 REBAR ASTM A1035 GRADES 690 AND 830.

43. WELDING OF ELECTRICAL CONDUCTORS TO REINFORCING STEEL IS PROHIBITED WITHOUT THE APPROVAL OF THE ENGINEER OF RECORD.

44. PERFORMANCE OF SHOTCRETE SHALL BE PER ACI 506.2 SPECIFICATIONS.

CONCRETE NOTES
BAR SIZE MIN DIA.
#3 - #8 6db
#9 - #11 8db
#12 - #18 10db
d TOLERANCE
d ≤ 8" ± 3/8"
d > 8" ± 1/2"
MIN. CONC. COVER TOLERANCE
- 3/8"
- 1/2"

TYPE OF MEMBER

MAXIMUM WATER SOLUBLE

CHLORIDE ION (CI') IN CONCRETE,

PERCENT BY WEIGHT OF CEMENT
PRESTRESSED CONCRETE 0.06

0.15 1.00

REINFORCED CONCRETE EXPOSED TO CHLORIDE IN SERVICE

REINFORCED CONCRETE THAT WILL BE DRY OR PROTECTED FROM MOISTURE IN SERVICE OTHER REINFORCED CONCRETE CONSTRUCTION 0.30

1. ALL FRAMING LUMBER SHALL BE COAST REGION DOUGLAS FIR-LARCH & SHALL CONFORM TO THE FOLLOWING GRADES AS ESTABLISHED BY THE W.C.L.I.B. SAWN LUMBER, MACHINE STRESS-RATED OR MACHINE-EVALUATED LUMBER, SHALL BE

IDENTIFIED BY THE GRADE MARK OF LUMBER GRADING OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC PS 20 OR EQUIVALENT.:

A. STUDS: (EXCEPT AS NOTED ON DRAWINGS)
a. 2"-4" THICK, 2"-4" WIDE, INTERIOR, NON-BEARING PARTITIONS, STANDARD GRADE. b. 2"-4" THICK, 5" AND WIDER, NO.2 OR BETTER DF.

B. JOISTS AND RAFTERS: (EXCEPT AS NOTED ON DRAWINGS)
a. 2"-4" THICK, 2"-4" WIDE, NO.2
b. 2"-4" THICK, 5" AND WIDER, NO.2
C. BEAMS AND HEADERS: (EXCEPT AS NOTED ON DRAWINGS)
a. 2"-4" THICK, 5" AND WIDER, NO.1
b. 5" AND THICKER, NO.1
D. POSTS: ALL POSTS NO.1
E. TOP PLATES: 2 X 4 NO.1 2 X 6 NO.2 OR BETTER
F. BLOCKING: STANDARD GRADE
G. SILL PLATES:
a. EXTERIOR AND SHEAR WALLS 2 X OR 3X NO.2 PRESSURE TREATED b. INTERIOR PARTITIONS 2 X 4 CONSTR. OR BETTER.

2. ALL FRAMING ANCHORS, CLIPS, STRAPS, HANGERS, ETC., SHALL BE MANUFACTURED BY SIMPSON COMPANY OR I.C.C.

APPROVED EQUAL WITH 5% TOLERANCE.

3. HY-TEK FASTENERS MAY BE USED AS AN APPROVED EQUAL IN LIEU OF COMMON, SHORT, BOX, SINKER NAILS, AND SIMPSON SDS SCREWS AS APPROVED IN ICC-ES ESR-2648 (LARR 25959 IN THE CITY OF LOS ANGELES).

4. ALL BEAM AND JOIST HANGERS SHALL BE THE FULL DEPTH OF THE MEMBER IT IS SUPPORTING.

5. ALL BEAM AND JOIST METAL HANGERS SHALL HAVE ALL HOLES FILLED PER MANUF. TO ACHIEVE MAX CAPACITY.

6. TYPICAL ROOF SHEATHING SHALL BE 5 PLY. WITH THICKNESS & PANEL INDEX LUMBER AS INDICATED ON THE DRAWINGS.

STAGGER SHEETS 4'-0". FACE GRAIN SHALL BE PERPENDICULAR TO THE SUPPORTS. PLYWOOD SHALL BE NAILED AS INDICATED ON THE DRAWINGS.

7. MAXIMUM UNFRAMED HOLES IN SHEATHING SHALL BE 3" IN DIAMETER. WHERE POSSIBLE, LOCATE HOLE IN WALL MIDWAY BETWEEN THE JOISTS. WHERE SQUARE HOLES ARE CUT, DO NOT RUN SAW BEYOND THE CORNER OF THE OPENING.

8. ALL WOOD SHEATHING SHALL BE APA RATED EXPOSURE 1 UNO. WHERE PLYWOOD IS PERMANENTLY EXPOSED TO WEATHER, OR USED IN DECKS, THE EXPOSURE RATING SHALL BE EXTERIOR. WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS FOR THEIR TYPE IN DOC PS 1 OR PS 2. EACH PANEL OR MEMBER SHALL BE IDENTIFIED FOR GRADE AND GLUE TYPE BY THE TRADEMARKS OF AN APPROVED TESTING AND GRADING AGENCY. DIAPHRAGMS STRUCTURAL I U.N.O.

9. WHERE ROOF AND/OR FLOOR SHEATHING IS NAILED AT 2 1/2" O.C., ALL FRAMING INCLUDING BLOCKING SHALL BE 3X NOMINAL.

10. OSB IS AN ACCEPTABLE ALTERNATIVE TO PLYWOOD AT SHEAR WALLS, ROOF SHEATHING, AND FLOOR SHEATHING WHEN THE OWNER APPROVES THE SUBSTITUTION.

11. ALL EDGE NAILING ON SHEAR WALL PLY. SHALL MAINTAIN A 3/8" MIN. CLR. DISTANCE @ ALL BOUNDARY NAILING ON ROOF OR FLOOR PLYWOOD SHEATHING SHALL MAINTAIN A 3/8" MIN. CLR.

12. FASTENERS IN CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL BE HOT-DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS OTHER THAN NAIL, TIMBER RIVETS, WOOD SCREWS AND LAG

SCREWS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC-COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55 MINIMUM. CONNECTORS THAT ARE USED IN EXTERIOR APPLICATIONS AND IN

CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL HAVE COATING TYPES AND WEIGHTS IN ACCORDANCE WITH THE TREATED WOOD OR CONNECTOR MANUFACTURER'S RECOMMENDATIONS. IN THE ABSENCE OF MANUFACTURER'S RECOMMENDATIONS, A MINIMUM OF ASTM A 653, TYPE G185 ZINC-COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED. EXCEPTION: PLAIN CARBON STEEL FASTENERS IN SBX/DOT AND ZINC BORATE PRESERVATIVE-TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT SHALL BE PERMITTED.

13. GRADE AND SPECIES OF ALL LUMBER MUST BE GRADE MARKED.

14. ALL DIAPHRAGMS AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR GALVANIZED BOX.

15. ALL BOLTS SHALL BE DRILLED 1/32 TO 1/16" OVERSIZED.

16. ALL LUMBER SHALL BE KILN DRY TO 19% AND 15% FOR PLYWOOD MAX MOISTURE CONTENT.

17. WHERE ROUGH CARPENTRY IS EXPOSED TO WEATHER, IN GROUND CONTACT, PRESSURE-PRESERVATIVE TREATED, OR IN AREA OF HIGH RELATIVE HUMIDITY, PROVIDE FASTENERS WITH HOT-DIP ZINC COATING COMPLYING WITH ASTM A 153/A 153M OR TYPE 304 STAINLESS STEEL.

18. LAG SCREWS SHALL BE BORED AS FOLLOWS:

A. THE CLEARANCE HOLE FOOT THE SHANK SHALL HAVE THE SAME DIAMETER AS THE SHANK, AND THE SAME DEPTH OF PENETRATION AS THE LENGTH OF UNTHREADED SHANK.

B. THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 40%-70% IN WOOD W/G < 0.5 AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. THE LARGER PERCENTILE IN EA. RANGE SHALL APPLY TO LAG SCREWS OF GREATER DIAMETERS. LEAD HOLES OR CLEARANCE HOLES SHALL NOT BE REQUIRED FOR 3/8" AND SMALLER DIAMETER LAG SCREWS LOADED PRIMARILY IN WITHDRAWAL IN WOOD W/ G < 0.5, PROVIDED THAT EDGE DISTANCES, END DISTANCES, AND SPACING ARE SUFFICIENT TO PREVENT UNUSUAL SPLITTING. THE THREADED PORTION OF THE LAG SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A WRENCH, NOT BY DRIVING W/ A HAMMER.

SOAP OR OTHER LUBRICANT SHALL NOT BE USED ON THE LAG SCREWS OR IN THE LEAD HOLES TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE SCREW.

D = UNTHREADED SHANK DIAMETER
S = UNTHREADED SHANK LENGTH
Dr = ROOT DIAMETER OF THREADED PORTION
T = THREAD LENGTH
W = WIDTH OF HEAD ACROSS FLATS
E = LENGTH OF TAPERED TIP
H = HEIGHT OF HEAD
M = NUMBER OF THREADS/INCH

ROUGH CARPENTRY NOTES

1. BLOCK SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C-90 GRADE N-1. USE UNITS OPEN ONE END, AND BOND BEAM UNITS AT HORIZONTAL REINFORCING. WHEN BLOCKS ARE EXPOSED OBTAIN APPROVAL OF SUBMITTAL FROM ARCHITECT.

UNITS SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH AS REQUIRED TO MEET THE MASONRY COMPRESSIVE STRENGTH OF MASONRY f'm SPECIFIED ON THE PLANS AS FOLLOWS:

A. 1,900 PSI FOR SPECIFIED f'm UP TO 1,500 PSI
B. 2,800 PSI FOR SPECIFIED f'm UP TO 2,000 PSI
C. 3,750 PSI FOR SPECIFIED f'm UP TO 2,500 PSI
D. 4,800 PSI FOR SPECIFIED f'm UP TO 3,000 PSI

2. MIN. SPECIFIED COMPRESSIVE STRENGTH SHALL BE f'm = 2,000 PSI, UNLESS OTHERWISE SPECIFIED ON THE PLANS.

3. CEMENT: ASTM C-150, LOW ALKALI, TYPE I OR II PORTLAND CEMENT. (MASONRY CEMENT AND PLASTIC CEMENT SHALL NOT BE USED.)

4. MORTAR:

A. CONFORMING TO ASTM C-270, TYPE [S].

B. MIX PROPORTIONS SHALL CONFORM TO ASTM C-270.

C. AGGREGATES SHALL CONFORM TO ASTM C-144.

5. GROUT:

A. CONFORMING TO ASTM C-476.

B. ATTAINS THE MASONRY COMPRESSIVE STRENGTH f'm OR 2,000 PSI AT 28 DAYS, WHICHEVER IS GREATER.

C. MIX PROPORTIONS SHALL CONFORM TO ASTM C-476.

D. AGGREGATES SHALL CONFORM TO ASTM C-404.

E. USE COARSE GROUT IN GROUT SPACES 2 INCHES OR MORE IN WIDTH AND IN CELLS TO BE GROUTED SOLID.

6. MINIMUM LAP OF REINFORCING STEEL IN 12" CMU OR GREATER WALLS, OR #6 OR GREATER BARS SHALL BE 72 BAR DIAMETERS. BALANCE OF LAPS SHALL BE 48 BAR DIAMETERS OR A MINIMUM OF 2'-0".

7. MINIMUM GROUTING: SOLID GROUT ALL CELLS UNLESS NOTED OTHERWISE.

8. VERTICAL EXPANSION JOINTS SHALL BE PROVIDED AT 40'-0" o/c MAXIMUM. EXPANSION JOINT MATERIALS SHALL BE PER ASTM C90, D994, OR D1056 CLASS 2A1.

9. SPECIAL INSPECTION OF WORK IS REQUIRED FOR ALL MASONRY STRUCTURES PER TMS 402/ACI 530/ASCE 5 LEVEL B QUALITY ASSURANCE, UNLESS NOTED OTHERWISE ON THE DRAWINGS.

10. ALL BOLTS SHALL BE GROUTED IN PLACE WITH AT LEAST 1 INCH OF GROUT BETWEEN THE BOLT AND THE MASONRY.

11. THE CLEAR DISTANCE BETWEEN PARALLEL BARS SHALL NOT BE LESS THAN THE NOMINAL DIAMETER OF THE BARS, NOR LESS THAN 1 IN. (25.4mm).

12. IN COLUMNS AND PILASTERS, THE CLEAR DISTANCE BETWEEN VERTICAL BARS SHALL NOT BE LESS THAN ONE AND ONE-HALF TIMES THE NOMINAL BAR DIAMETER, NOR LESS THAN 11/2 IN. (38.1mm).

13. THE CLEAR DISTANCE LIMITATIONS BETWEEN BARS REQUIRED IN SECTIONS 1.13.3.1 AND 1.13.3.2 SHALL ALSO APPLY TO THE CLEAR DISTANCE BETWEEN A CONTACT LAP SPLICE AND ADJACENT SPLICES OR BARS.

14. GROUPS OF PARALLEL REINFORCING BARS BUNDLED IN CONTACT TO ACT AS A UNIT SHALL BE LIMITED TO TWO IN ANY ONE BUNDLE. INDIVIDUAL BARS IN A BUNDLE CUT OFF WITHIN THE SPAN OF A MEMBER SHALL TERMINATE AT POINTS AT LEAST 40 BAR DIAMETER APART.

15. REINFORCEMENT EMBEDDED IN GROUT SHALL HAVE A THICKNESS OF GROUT BETWEEN THE REINFORCEMENT AND MASONRY UNITS NOT LESS THAN 1/4 IN. (6.4mm) FOR FINE GROUT OR 1/2 IN. (12.7mm) FOR COARSE GROUT.

16. REINFORCING BARS SHALL HAVE A MASONRY COVER NOT LESS THAN THE FOLLOWING:

A. MASONRY FACE EXPOSED TO EARTH OR WEATHER: 2 IN. (50.8mm) FOR BARS LARGER THAN NO.5 (M #16); 11/2 IN. (38.1mm) FOR NO.5 (M #16) BARS OR SMALLER.

B. MASONRY NOT EXPOSED TO EARTH OR WEATHER: 11/2 IN. (38.1mm).

17. LONGITUDINAL WIRES OF JOINT REINFORCEMENT SHALL BE FULLY EMBEDDED IN MORTAR OR GROUT WITH A MINIMUM COVER OF 5/8 IN. (15.9mm) WHEN EXPOSED TO EARTH OR WEATHER AND 1/2 IN. (12.7mm) WHEN NOT EXPOSED TO EARTH OR WEATHER. JOINT REINFORCEMENT SHALL BE STAINLESS STEEL OR PROTECTED FROM CORROSION BY HOT-DIPPED

GALVANIZED COATING OR EPOXY COATING WHEN USED IN MASONRY EXPOSED TO EARTH OR WEATHER AND IN INTERIOR WALLS EXPOSED TO A MEAN RELATIVE HUMIDITY EXCEEDING 75 PERCENT. ALL OTHER JOINT REINFORCEMENT SHALL BE MILL GALVANIZED, HOT-DIP GALVANIZED, OR STAINLESS STEEL.

18. WALL TIES, SHEET-METAL ANCHORS, STEEL PLATES AND BARS, AND INSERTS EXPOSED TO EARTH OR WEATHER, OR EXPOSED TO A MEAN RELATIVE HUMIDITY EXCEEDING 75 PERCENT SHALL BE STAINLESS STEEL OR PROTECTED FROM CORROSION BY HOT-DIP GALVANIZED COATING OR EPOXY COATING. WALL TIES, ANCHORS, AND INSERTS SHALL BE MILL GALVANIZED, HOT-DIP GALVANIZED, OR STAINLESS STEEL FOR ALL OTHER CASES. ANCHOR BOLTS, STEEL PLATES, AND BARS NOT EXPOSED TO EARTH, WEATHER, NOR EXPOSED TO A MEAN RELATIVE HUMIDITY EXCEEDING 75 PERCENT, NEED NOT BE COATED.

19. REINFORCEMENT SHALL BE SUPPORTED AND FASTENED TOGETHER TO PREVENT DISPLACEMENTS BEYOND THE TOLERANCES ALLOWED BY SECTION 3.4 OF ACI 530.1 PRIOR TO GROUTING.

20. GROUT LIFTS SHALL NOT EXCEED 12.67 FEET WHEN THE MASONRY HAS CURED FOR 4 HOURS, THE GROUT SLUMP IS MAINTAINED BETWEEN 10 AND 11 INCHES AND NO INTERMEDIATE REINFORCED BOND BEAMS ARE PLACED BETWEEN THE TOP AND THE BOTTOM OF THE POUR HEIGHT. OTHERWISE, PLACE GROUT IN LIFTS NOT EXCEEDING 5 FEET. (SECTION 3.5 OF ACI 530.1)

21. PIPES AND CONDUITS EMBEDDED IN MASONRY SHALL NOTE REDUCE THE REQUIRED STRENGTH. (SECTION 1.16.2 OF ACI 530)

22. SUPPORT AND FASTEN REINFORCEMENT TOGETHER TO PREVENT DISPLACEMENT BEYOND THE TOLERANCES ALLOWED BY CONSTRUCTION LOADS OR BY PLACEMENT OF GROUT OR MORTAR.

23. COMPLETELY EMBED REINFORCING BARS IN GROUT IN ACCORDANCE WITH ARTICLE 3.5 ACI 350.

24. MAINTAIN CLEAR DISTANCE BETWEEN REINFORCING BARS AND ANY FACE OF MASONRY UNIT OR FORMED SURFACE, BUT NOT LESS THAN 1/4 IN. (6.4mm) FOR FINE GROUT OR 1/2 IN. (12.7mm) FOR COARSE GROUT.

25. SPLICE ONLY WHERE INDICATED ON THE PROJECT DRAWINGS, UNLESS OTHERWISE ACCEPTABLE. WHEN SPLICING BY WELDING, PROVIDE WELDS IN CONFORMANCE WITH THE PROVISIONS OF AWS D 1.4.

26. UNLESS ACCEPTED BY THE ARCHITECT/ENGINEER, DO NOT BEND REINFORCEMENT AFTER IT IS EMBEDDED IN GROUT OR MORTAR.

27. NONCONTACT LAP SPLICES - POSITION BARS SPLICED BY NONCONTACT LAP SPLICE NO FARTHER APART TRANSVERSELY THAN ONE-FIFTH THE SPECIFIED LENGTH OF LAP NOR MORE THAN 8 IN. (203mm).

28. TOLERANCES FOR THE PLACEMENT OF REINFORCING BARS IN WALLS AND FLEXURAL ELEMENTS SHALL BE ± 1/2 IN. (12.7mm) WHEN THE DISTANCE FROM THE CENTERLINE OF REINFORCING BARS TO THE OPPOSITE FACE OF MASONRY, d, IS EQUAL TO 8 IN. (203mm) OR LESS, ± 1 IN. (25.4mm) FOR d EQUAL TO 24 IN. (610mm) OR LESS BUT GREATER THAN 8 IN. (203mm), AND ± 11/4 IN. (31.8mm) FOR d GREATER THAN 24 IN. (610mm).

29. PLACE VERTICAL BARS WITHIN 2 IN. (50.8mm) OF THE REQUIRED LOCATION ALONG THE LENGTH OF THE WALL.

30. IF IT IS NECESSARY TO MOVE BARS MORE THAN ONE BAR DIAMETER OR A DISTANCE EXCEEDING THE TOLERANCE STATED

ABOVE TO AVOID INTERFERENCE WITH OTHER REINFORCING STEEL, CONDUITS, OR EMBEDDED ITEMS, NOTIFY THE ARCHITECT/ENGINEER FOR ACCEPTANCE OF THE RESULTING ARRANGEMENT OF BARS.

31. FOUNDATION DOWELS THAT INTERFERE WITH UNIT WEBS ARE PERMITTED TO BE BENT TO A MAXIMUM OF 1 IN. (25mm) HORIZONTALLY FOR EVERY 6 IN. (152mm) OF VERTICAL HEIGHT.

32. EMBED HEADED AND BENT-BAR ANCHOR BOLTS LARGER THAN 1/4 IN. (6.4mm) DIAMETER IN GROUT THAT IS PLACED IN ACCORDANCE WITH ARTICLE 3.5 A AND ARTICLE 3.5 B ACI 350. ANCHOR BOLTS OF 1/4 IN. (6.4mm) DIAMETER OR LESS ARE PERMITTED TO BE PLACED IN GROUT OR MORTAR BED JOINTS THAT HAVE A SPECIFIED THICKNESS OF AT LEAST 1/2 IN. (12.7mm) THICKNESS.

33. MAINTAIN CLEAR DISTANCE BETWEEN ANCHOR BOLTS AND ANY FACE OF MASONRY UNIT OR FORMED SURFACE OF AT LEAST 1/4 IN. (6.4mm) WHEN USING FINE GROUT, AND OF AT LEAST 1/2 IN. (12.7mm) WHEN USING COARSE GROUT.

34. PLACE ANCHOR BOLTS WITH A CLEAR DISTANCE BETWEEN PARALLEL ANCHOR BOLTS NOT LESS THAN THE NOMINAL DIAMETER OF THE ANCHOR BOLT, NOR LESS THAN 1 IN. (25.4mm).

35. OWNER WILL ENGAGE A QUALIFIED INDEPENDENT TESTING AGENCY TO PERFORM PRECONSTRUCTION TESTING INDICATED BELOW. RETESTING OF MATERIALS THAT FAIL TO COMPLY WITH SPECIFIED REQUIREMENTS SHALL BE DONE AT CONTRACTOR'S EXPENSE.

A. CONCRETE MASONRY UNIT TEST: FOR EACH TYPE OF UNIT REQUIRED, ACCORDING TO ASTM C 140 FOR COMPRESSIVE STRENGTH.

B. MORTAR TEST (PROPERTY SPECIFICATION): FOR EACH MIX REQUIRED, ACCORDING TO ASTM C 109/C 109M FOR COMPRESSIVE STRENGTH[, ASTM C 1506 FOR WATER RETENTION, AND ASTM C 91 FOR AIR CONTENT].

C. MORTAR TEST (PROPERTY SPECIFICATION): FOR EACH MIX REQUIRED, ACCORDING TO ASTM C 780 FOR COMPRESSIVE STRENGTH.

D. GROUT TEST (COMPRESSIVE STRENGTH): FOR EACH MIX REQUIRED, ACCORDING TO ASTM C 1019.

CONCRETE MASONRY UNIT (CMU) NOTES
Structural Engineering
Stonecap, Inc.
1809 S Street, Ste. 101-277
Sacramento, CA 95811
© 2024 Stonecap, Inc.

SHELTER II

AT EAST BEAMER
1901 EAST BEAMER

WOODLAND, CA
95776
JOB NO.

DRAWN
DATE
SCALE

FILENAME

KEYPLAN

REVISIONS
9/26/2024 5:18:47
PM
Author
23035
S001

STRUCTURAL
NOTES

PROGRESS SET

NOT FOR

CONSTRUCTION

Page 176 ends

1. PROVIDE STRUCTURAL STEEL COMPLYING WITH THE FOLLOWING ASTM STANDARD SPECIFICATIONS, UNLESS NOTED OTHERWISE:

A. WIDE FLANGE AND WT SECTIONS.......................... ASTM A992, GRADE 50 B. ANGLES AND CHANNELS........................................ ASTM A36 C. PLATES................................................................... ASTM A36 D. PIPES..................................................................... ASTM A53, GRADE B (35 KSI) E. HOLLOW STRUCTURAL SECTIONS........................... ASTM A500, GRADE B (46 KSI) F. STRUCTURAL STEEL NOTED THUS (50)................ ASTM A572 OR A992, GRADE 50 G. ANCHOR BOLTS.....................................................ASTM F1554, GRADE 36 H. BOLTS (SS)............................................................ ASTM F593 I. ANCHOR BOLTS IN FRAME.................................... ASTM F1554, GRADE 105 J. THREADED ROUND STOCK (STEEL FRAMING)........ASTM A325 K. REINFORCING STEEL............................................... SEE REINFORCING STEEL SECTION L. ALL STIFFENER PLATES, GUSSETS, AND BASE PLATES PART OF A MOMENT FRAME OR BRACE FRAME.......................ASTM A-572, GRADE 50

2. WHERE NOTED ON PLANS AS (SS), SHALL BE STAINLESS STEEL 304 CONDITION (A). STAINLESS STEEL MECHANICAL TUBING SHALL BE PER ASTM A554-11 STANDARD SPECIFICATION, AND ALL STAINLESS BARS AND SHAPES SHALL BE PER ASTM A276-10 STANDARD SPECIFICATIONS. FURNISH READILY IDENTIFIABLE STRUCTURAL STEEL COMPLYING WITH CBC.

3. HIGH STRENGTH BOLTS, NUTS, AND WASHERS:

A. TYPE: PROVIDE HIGH STRENGTH BOLTS, NUTS, AND WASHERS COMPLYING WITH ASTM A325, UNLESS NOTED OTHERWISE.

HIGH STRENGTH BOLTS SHALL BE BEARING WITH THREADS INCLUDED IN SHEAR PLANE (A325-N), UNLESS NOTED OTHERWISE. PROVIDE SLIP-CRITICAL HIGH STRENGTH BOLTS (A325-SC) FOR SEISMIC MOMENT FRAME BEAM-TO-COLUMN CONNECTIONS, UNLESS NOTED OTHERWISE.

B. INSTALLATION: INSTALL HIGH STRENGTH BOLTS COMPLYING WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGHSTRENGTH BOLTS" AND CBC SECTION 2204.2.

C. TIGHTENING: TIGHTEN A325-N BOLTS TO A SNUG TIGHT CONDITION. TIGHTEN A325-SC BOLTS TO AT LEAST THE MINIMUM TENSION USING ONE OF THE FOLLOWING METHODS: TURN-OF-NUT, CALIBRATED WRENCH, OR DIRECT TENSION INDICATOR TIGHTENING.

4. WELDING:

A. WELDING STANDARD: AWS D1.1 AND AISC 360 (AWS D1.8 AND AISC 341 FOR SEISMIC FORCE RESISTING SYSTEM) B. WELDING PROCESS: WELDING SHALL BE DONE BY ELECTRIC ARC USING E70XX ELECTRODES UNLESS NOTED OTHERWISE.

SUBMERGED ARC PROCESS WITH AUTOMATIC WELDING (SAW-1) MAY BE USED AS AN ALTERNATE.

C. PRE-QUALIFIED & NON PRE-QUALIFIED WELDS: WELDS SHALL BE PRE-QUALIFIED COMPLYING WITH WELDING STANDARD.

WHERE NON PRE-QUALIFIED WELDS ARE SPECIFICALLY INDICATED, QUALIFY BY TESTING AND PROCEDURE QUALIFICATION TEST RECORD COMPLYING WITH WELDING STANDARD.

D. WELDER CERTIFICATION: WELDERS SHALL BE CERTIFIED AS REQUIRED BY GOVERNING CODE AUTHORITY.

E. SHOP WELDING INCLUDING ULTRASONIC TESTING OF COMPLETE PENETRATION GROOVE WELDS WELDED IN SHOP:

PERFORM ON PREMISES OF AN APPROVED FABRICATOR COMPLYING WITH CBC SECTION 1704.2.5.2.

F. MINIMUM FILLET WELD SIZE: PROVIDE MINIMUM FILLET WELD COMPLYING WITH AISC 360 SECTION J2 AND TABLE J2.4 UNLESS A LARGER WELD IS INDICATED ON DRAWINGS.

G. SHOP AND FIELD WELDING INDICATION ON DRAWINGS: NO ATTEMPT IS MADE TO DIFFERENTIATE BETWEEN SHOP AND FIELD WELDED CONNECTIONS.

5. WELD INSPECTION:

A. LEAD WELDING INSPECTOR CERTIFICATION: LEAD WELDING INSPECTOR SHALL BE A CERTIFIED WELDING INSPECTOR (CWI) COMPLYING WITH AWS-QC1 STANDARDS, SHALL BE RECOGNIZED BY THE BUILDING OFFICIAL AS A REGISTERED DEPUTY

INSPECTOR FOR STRUCTURAL STEEL WELDING (ICC CERTIFICATION) AND SHALL POSSES A MINIMUM LEVEL OF UT LEVEL II CERTIFICATION.

B. OTHER WELDING INSPECTORS: WELDING INSPECTORS PERFORMING VISUAL INSPECTION UNDER THE SUPERVISION OF

THE LEAD WELDING INSPECTOR SHALL POSSES ICC CERTIFICATION, AND PERSONS PERFORMING NON-DESTRUCTIVE TESTING SHALL POSSES UT LEVEL II CERTIFICATION. FOUR NON-CERTIFIED WELDING INSPECTORS MAXIMUM SHALL BE UNDER THE SUPERVISION OF A CWI.

C. WELD INSPECTIONS: PROVIDE WELD INSPECTIONS AS REQUIRED BY CBC SECTION 1705.2 AND AISC 360 CHAPTER N (AISC 341 CHAPTER J FOR SEISMIC FORCE RESISTING SYSTEM). SEE STATEMENT OF SPECIAL INSPECTION AND QUALITY ASSURANCE SECTION.

6. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS OF ALL STEEL FOR THE ENGINEERS REVIEW PRIOR TO FABRICATION. ALL STEEL FABRICATION SHALL BE PERFORMED IN A SHOP APPROVED BY THE BUILDING DEPARTMENT.

7. EXCEPT WHERE ENCASED IN CONCRETE, MASONRY, OR SPRAYED-ON FIREPROOFING, ALL STEEL SHALL BE PRIMERED UNLESS NOTED OTHERWISE ON THE DRAWINGS. PAINTING OF STRUCTURAL STEEL MEMBERS SHALL COMPLY WITH THE REQUIREMENTS CONTAINED IN AISC 360.

8. OPENINGS SHALL NOT BE PLACED IN STEEL MEMBERS UNLESS SPECIFICALLY DETAILED. STEEL MEMBERS SHALL BE SHORED WHEN PERMISSIBLE HOLES ARE CUT WITH A TORCH AFTER STEEL IS ERECTED. THE SHORES SHALL REMAIN IN PLACE UNTIL THE STEEL TEMPERATURE HAS RETURNED TO AIR TEMPERATURE.

9. STRUCTURAL STEEL SHALL BE DELIVERED TO THE JOB SITE FREE OF EXCESSIVE RUST, MILL SCALE, GREASE, ETC. AND SHALL BE PRIMED.

10. WHERE WELDING TO EXISTING BEAMS ARE SHOWN, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE AND PROVIDE ADEQUATE SHORING OF EXISTING BEAMS FOR LOSS OF STRENGTH DUE TO HEAT DURING WELDING.

11. NON-SHRINK GROUTS OR DRY-PACKS SHALL BE 6000 PSI MIN. ASTM C109 W/ SPECIAL INSPECTION REQUIRED TYP.

12. ALL ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) SHALL MEET THE MINIMUM SPECIFICATIONS IN THE AISC CODE OF STANDARD PRACTICE CHAPTER 10 UNLESS NOTED OTHERWISE ON THE ARCHITECTURAL DRAWINGS.

13. DEMAND CRITICAL WELDS: WELDS DESIGNATED AS DEMAND CRITICAL SHALL BE MADE WITH FILLER METALS MEETING THE REQUIREMENTS SPECIFIED IN AWS D1.8M CLAUSE 6.3.

IN ADDITION TO THE ABOVE REQUIREMENTS, AWS D1.8/D1.8M REQUIRES, UNLESS OTHERWISE EXEMPTED FROM TESTING, THAT

ALL DEMAND CRITICAL WELDS ARE TO BE MADE WITH FILLER METALS RECEIVING HEAT INPUT ENVELOPE TESTING THAT ACHIEVE THE FOLLOWING MECHANICAL PROPERTIES IN THE WELD METAL:

STRUCTURAL STEEL NOTES

PROPERTY
70 KSI (480 MPa)
YIELD STRENGTH, KSI (MPa) 58 (400) MIN.

CLASSIFICATION
80 KSI (550 MPa)
68 (470) MIN.

USER NOTE: AWS D1.8/D1.8M REQUIRES THAT ALL SEISMIC FORCE RESISTING SYSTEM WELDS ARE TO BE MADE WITH FILLER METALS CLASSIFIED USING AWS A5 STANDARDS THAT ACHIEVE THE FOLLOWING MECHANICAL PROPERTIES.

TENSILE STRENGTH, KSI (MPa) 70 (480) MIN. 80 (550) MIN.

ELONGATION, % 22 MIN. 19 MIN.

CVN TOUGHNESS, ft-lb (J) 20 (27) MIN. @ 0°F (-18°C)
a.
a. FILLER METALS CLASSIFIED AS MEETING 20 ft-lb (27 J) MIN. AT A TEMPERATURE LOWER THAN 0°F (-18°C) ALSO MEET THIS REQUIREMENT.

PROPERTY
70 KSI (480 MPa)
YIELD STRENGTH, KSI (MPa) 58 (400) MIN.

CLASSIFICATION
80 KSI (550 MPa)
68 (470) MIN.

MECHANICAL PROPERTIES FOR DEMAND CRITICAL WELDS
TENSILE STRENGTH, KSI (MPa) 70 (480) MIN. 80 (550) MIN.

ELONGATION, % 22 MIN. 19 MIN.

CVN TOUGHNESS, ft-lb (J) 40 (54) MIN. @ 70°F (20°C)
b., c.
b. FOR LAST OF +50°F (+10°C). FOR LAST LESS THAN +50°F (+10°C), SEE AWS D1.8/D1.8M SUBCLAUSE 6.3.6. c. TESTS CONDUCTED IN ACCORDANCE WITH AWS D1.8/D1.8M ANNEX A MEETING 40 ft-lb (54 J) MIN. AT A TEMPERATURE LOWER THAN +70°F (+20°C) ALSO MEET THIS REQUIREMENT.

SHELTER II

AT EAST BEAMER
1901 EAST BEAMER

WOODLAND, CA
95776
JOB NO.

DRAWN
DATE
SCALE

FILENAME

KEYPLAN

REVISIONS
9/26/2024 5:18:47
PM
Author
23035
S002

STRUCTURAL
NOTES

PROGRESS SET

NOT FOR

CONSTRUCTION

Page 177 ends

BEAM & JOISTS SCHEDULE
LABEL
16" TRUSSES
SIZE
@24"OC
FB-1 - -
FB-2 - -
NOTES:

SPACING
RT-1
RJ-1 2X6 @16"OC
FB-3 - -

COLUMN SCHEDULE
NOTES:

MARK COLUMN SIZE BASE PLATE ANCHOR BOLTS LAYOUT COMMENTS C1 HSS 4x4x1/4 8" SQ. X 1/2" THK (4) 3/4"⌀X8" EMB A -
C2 - 16" SQ. X 1" THK B -
C3 - 18" SQ. X 1" THK (4) PAB9X12" EMB B -
'X''X'
'X' TYP
'X' = 1½" FOR AB ≤ 1"⌀
'X' = 2" FOR AB > 1"⌀
'X' TYP
'X' TYP
'X' TYP
EQ EQ
'X' TYP
EQ EQ
'X''X'
EQ EQ

A B C D E
C3B - (4) PAB8X12" EMB B -
C4 - (4) PAB9X12" EMB B -
C4B - (4) PAB8X12" EMB B -
18" SQ. X 1" THK
18" SQ. X 1" THK
18" SQ. X 1" THK
(4) 3/4"⌀X12" EMB
Structural Engineering
Stonecap, Inc.
1809 S Street, Ste. 101-277
Sacramento, CA 95811
© 2024 Stonecap, Inc.

SHELTER II

AT EAST BEAMER
1901 EAST BEAMER

WOODLAND, CA
95776
JOB NO.

DRAWN
DATE
SCALE

FILENAME

KEYPLAN

REVISIONS
9/26/2024 5:18:48
PM
Author
23035
S003

SCHEDULES

SHEAR WALL SCHEDULE
SW- MIN. MUD SILL
STUD/BLKG @

ADJOINING

PANEL EDGES

PERIODIC

SPECIAL

INSPECTION APA RATED OSB

EDGE NAILING
(EN)

FIELD NAILING
(FN)
FASTENERS @
2X SOLE PLT TO
BLKG
2X MUDSILL
ANCHOR
3X MUDSILL
ANCHOR
A35 OR LTP4

BLKG TO TOP PL
SW1 2X 2X NO 1/2" STRUC 1 8d @6"OC 12"OC 16d @9"OC 5/8"X10" @4'-0" 5/8"X12" @4'-0" 19"OC MAX SW2 3X 3X NO 1/2" STRUC 1 8d @4"OC 12"OC 16d @6"OC 5/8"X10" @1'-8" 5/8"X12" @4'-0" 12" OC MAX SW3 3X 3X YES 1/2" STRUC 1 8d @3"OC 12"OC 16d @5"OC 5/8"X10" @1'-4" 5/8"X12" @3'-5" 9"OC MAX SW4 3X 3X YES 1/2" STRUC 1 8d @2"OC 12"OC 16d @3"OC N/A 5/8"X12" @2'-7" 7"OC MAX SW5 3X 3X YES 1/2" STRUC 1 10d @2"OC 12"OC SDS25600 @6"OC N/A 5/8"X12" @2'-2" 6"OC MAX SW6 3X 3X YES 1/2" STRUC 1

BOTH SIDES
8d @3"OC BOTH
SIDES
12"OC SDS25600 @6"OC N/A 5/8"X12" @1'-8" LTP4 @7"OC
SW7 3X 3X YES 1/2" STRUC 1

BOTH SIDES
8d @2"OC BOTH
SIDES
8" OC SDS25600 @4"OC N/A 5/8"X12" @1'-3" LTP4 @5"OC
SW8 3X 3X YES 1/2" STRUC 1

BOTH SIDES
10d @2"OC BOTH
SIDES
8" OC SDS25600 @3"OC N/A 5/8"X12" @1'-0" LTP4 @4"OC

HOLD DOWN SCHEDULE

MARK HOLD DOWN SIZE
MIN. WOOD
MEMBER

THICKNESS POST FASTENERS FDN BOLT SIZE
H1 SIMPSON-HDU2 (2) 2X4 (6) SDS 1/4"X2 1/2" SSTB24
H2 SIMPSON-HDU4 4X4 (10) SDS 1/4"X2 1/2" 5/8" DIA.

H3 SIMPSON-HDU5 4X4 (14) SDS 1/4"X2 1/2" 5/8" DIA.

H4 SIMPSON-HDU8 4X4 (20) SDS 1/4"X2 1/2" 7/8" DIA.

H5 SIMPSON-HDU11 4X6 (30) SDS 1/4"X2 1/2" 1" DIA.

H6 SIMPSON-HDU11 4X8 (30) SDS 1/4"X2 1/2" 1" DIA.

H7 SIMPSON-HDU14 6X6 (36) SDS 1/4"X2 1/2" 1" DIA.

S1 SIMPSON-MST37 (2) 2X4 (22) 16d -
S2 SIMPSON-MST48 (2) 2X4 (34) 16d -
S3 SIMPSON-MST60 (2) 2X4 (48) 16d -
S4 SIMPSON-CMST12 6X6 (86) 16d -
S5 SIMPSON-MSTC48B3 (2) 2X6 (38) 16d -

CONTINUOUS FOOTING SCHEDULE
Type Mark Width Foundation Thickness Long Reinforcing Trans Reinforcing WF2.0 2'-0" 1'-6" (3)#5 T&B #5@12"OC T&B

HEADER SCHEDULE
WIDTH

HEADER (LOAD

BEARING)
HEADER
(NON-LOAD

BEARING) JACK STUD TRIMMER
4'-0" 6X4 6X4 (1) 2X6 (1) 2X STUD
6'-0" 6X8 6X6 (2) 2X6 (1) 2X STUD
8'-0" 6X10 6X8 (3) 2X6 (2) 2X STUD
10'-0" 6X12 6X10 (4) 2X6 (1) 4X STUD
12'-0" 6X14 6X12 (5) 2X6 (2) 2X STUD

LOAD BEARING SCHEDULE

LEVEL SIZE & SPACING MAX HEIGHT COMMENTS
1 2X6@16"OC 12'-0"
1 2X6@12"OC 20'-0"

ISOLATED FOOTING SCHEDULE
Mark
SIZE
Depth

REINFORCING
CommentsWidth Length EW Bottom EW Top
2'-0" <varies>
F3.0 3'-0" 3'-0" 1'-6" 4-#5 EW

PROGRESS SET

NOT FOR

CONSTRUCTION

Page 178 ends

A
5 12
S300
___________
11 S300
___________
12 S300
___________
11 S300
___________
11 S300
___________
11 S300
___________
5" THK SLAB ON GRADE W/
#4 @18"OC EW AT MIDHEIGHT
TYP
BCE
E
FF
GG
HKL
12346789 10 11 12
D
12 S300
___________
12 S300
___________
12 S300
___________
11 S300
___________
11 S300
___________ 11
S300
___________ 11
S300
11 ___________
S300
11 ___________
S300
___________
11 S300
___________
11 S300
___________
11 S300
___________
11 S300
___________
12 S300
___________
12 S300
___________
12 S300
___________
11 S300
___________ 11
S300
___________
J
F3.0
F3.0
F3.0
WF2.0
WF2.0
WF2.0
WF2.0
WF2.0
WF2.0
WF2.0
WF2.0
WF2.0
WF2.0
WF2.0
WF2.0WF2.0
WF2.0WF2.0
WF2.0WF2.0
WF2.0WF2.0
WF2.0
WF2.0
WF2.0
WF2.0
WF2.0
WF2.0
C1
C1
6x6
TYP. (8) PLACES
TYP. (7) PLACES
6x6
TYP. U.N.O.

TYP. (12) PLACES
F3.0
C1
F3.0
C1
WF2.0
WF2.0
WF2.0
TYP. (8) PLACES
TYP. (4) PLACES
S300
15 S300
15 S300
15 S300
15 H1 H1
H1
H1
H1
H1 H1
H1
H1
H1
H1
H1
H1
H1
H1 H1 H1
H1
H1
H1
H1 H1 H1 H1
H1 H1
H1
H1
H1
H1 H1 H1
SW1
10'-0"
SW1
10'-0"
SW1
17'-6"
SW1
19'-7"
SW1
22'-3"
SW1
44'-7"
SW1
17'-0"
SW1
19'-7"
SW1
35'-11"
SW1
35'-5"
SW1
20'-0"
SW1
21'-8"
23'-2"
SW1 SW1
14'-0"
H2
H2
9'-7"
SW3
H1
H1
31'-1"
SW1
31'-1"
SW1
H1
H1
H1
H1
9'-11"
SW4
H1
H1
SW2
17'-9"
H1
H1
H1
H1
SW1
15'-9"
SW1
7'-3"
SW1
12'-6"
SW1 (FTAO)
20'-0"
SW1 (FTAO)
15'-0"
H1
H1
H1
SW1
11'-3"
H1
20'-9"
SW1
FOUNDATION PLAN NOTES:

1. SEE S001 FOR GENERAL STRUCTURAL NOTES

2. SEE S001 FOR DESIGN SOIL BEARING PRESSURE, ETC.

3. AT EXTERIOR STUD WALLS WITH NO SHEAR WALL DESIGNATION, USE 5/8" ∅ ANCHOR BOLTS @
48" O.C.

4. SEE ARCH. FOR ALL DIMENSIONS & CONDITIONS NOT SHOWN.

5. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPT. FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT:

A. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT &

ADDENDUM LETTER
B. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACK FILLED & COMPACTED.

C. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT.

6. ALL HOLDOWNS AND ANCHOR BOLTS AT SHEARWALL SHALL BE SET IN PLACE BY TEMPLATE PRIOR TO FOUNDATIONS INSPECTION AND RETIGHTENED PRIOR TO COVERING OF WALLS.

7. TYPICAL CONCRETE SLAB ON GRADE SHALL BE 5" THICK WITH #4 @ 18"O.C. EA. WAY MID HT.

OVER A 6-MIL MINIMUM POLYETHYLENE VAPOR RETARDER OVER 6" OF CRUSHED ROCK.

RECOMPACT SOILS PER THE RECOMMENDATIONS OF THE SOILS REPORT. MAXIMUM SPACING OF THE CONTROL JOINTS SHALL BE 10'-0" EA. WAY.

8. VAPOR RETARDER JOINTS SHOULD BE LAPPED NOT LESS THAN 6 INCHES AND SHALL BE PLACED BETWEEN THE BASE COURSE AND THE SOG.

9. ALL FOOTINGS ARE CENTERED UNDER COLUMNS AND BEARING WALLS UNLESS NOTED OTHERWISE ON PLANS AND DETAILS.

10. SEE ARCHITECTURAL PLANS FOR LOCATIONS OF ALL WALL OPENINGS, SLOPED AND

DEPRESSED SLABS, CONCRETE CURBS, ADDITIONAL EMBEDDED ITEMS NOT SHOWN ON THESE DRAWINGS. VERIFY ALL BUILDING DIMENSIONS, SLOPES AND DEPRESSED SLAB DIMENSIONS WITH ARCHITECTURAL PLANS BEFORE BEGINNING WORK. REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION.

11. SEE GENERAL NOTES AND SPECIFICATIONS FOR SPECIAL GRADING REQUIREMENTS UNDER FOOTINGS.

12. COLUMNS ARE ONE SIZE FROM FOUNDATION TO ROOF UNLESS OTHERWISE NOTED ON PLANS

13. ALL DIMENSIONS SHOWN ARE TO EDGE OF CONCRETE SLAB, CENTER OF INTERIOR WALL, OR CENTERLINE OF POST OR COLUMN. REFER TO ARCHITECTURAL PLANS FOR OTHER DIMENSIONS.

14. U.N.O. MINIMUM REINFORCEMENT OF ALL 8" MASONRY BLOCK WALLS SHALL BE #5 VERTICAL BARS @ 16"O.C. CENTERED IN WALL, AND #4 HORIZONTAL BARS @ 24"O.C. REFER TO PLANS AND DETAILS FOR ADDITIONAL REINFORCEMENT REQUIREMENTS. SPECIAL INSPECTION REQUIRED. SOLID GROUT ALL CELLS.

15. ALL COLUMNS ARE CENTERED ON THE GRID LINES UNLESS NOTED OTHERWISE.

16. ALL CONCRETE FLOORS TO BE FLAT U.N.O.

17. NEW TYPICAL CONTINUOUS FOOTINGS ARE 18" WIDE X 18" DEEP BELOW LOWEST ADJACENT GRADE WITH (2) #4 T&B (4) TOTAL, U.N.O.

18. SURFACE WATER SHALL DRAIN AWAY FROM THE BUILDING. COORDINATE WITH CIVIL & LANDSCAPE.

19. CONTRACTOR SHALL COORDINATE ALL UNDERGROUND UTILITY WORK TO AVOID CONFLICTS WITH FOOTINGS.

20. CONTRACTOR SHALL SUBMIT PROPOSED FIRE RISER, CONDUIT, PIPING SLEEVE LOCATION FOR ENGINEER'S REVIEW PRIOR TO FOOTING CONSTRUCTION.

21. SEE ARCH'L AND CIVIL DRAWINGS FOR LOCATION OF MOISTURE BARRIER, CURBS, TRASH ENCLOSURES, EXTERIOR SLABS, DRAINAGE, RAMPS, WALKS, ETC.

22. FOR FOOTINGS OUTSIDE THE BUILDING ENVELOPE, COORDINATE TOP OF FOOTING ELEVATION WITH THE STRUCTURAL DETAILS AND WITH CIVIL AND LANDSCAPE.

23. BUILDING SLAB IS NOT DESIGNED TO SUPPORT CRANE LOADS, CONCRETE MIXING TRUCKS, OR OTHER SPECIFIC CONSTRUCTION LOADING. IF SUCH LOADS OCCUR, THE CONTRACTOR SHALL

BE RESPONSIBLE FOR UPGRADING THE SLAB THICKNESS AND PROVIDING REINFORCING AS REQUIRED. ANY DAMAGE CAUSED TO THE SLAB SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE PER THE OWNER'S REQUEST.

24. EXCAVATIONS SHALL BE MADE IN COMPLIANCE WITH CAL/OSHA REGULATIONS.

25. BACKFILLING OF WALLS WITH RETAINED SOIL SHALL BE OF NO-EXPANSIVE GRANULAR FILL IN ACCORDANCE WITH THE SOILS REPORT. WALLS RETAINING SOIL SHALL NOT BE BACKFILLED PRIOR TO PLACING SLAB ON GRADE AND SECOND FLOOR SLAB.

26. WF#.# INDICATES FOOTING MARK, FOR SIZE SEE SCHEDULE SHEET S003.

27. SW# INDICATES SHEAR WALL MARK, SEE SCHEDULE SHEET S003.

28. INDICATES A HOLDOWN MARK, SEE SCHEDULE SHEET S003. HOLDDOWNS SHOWN ON FOUNDATION PLAN ARE SAME HOLDDOWNS SHOWN ON 2ND FLOOR FRAMING.

29. INDICATES SIMPSON ATS HOLDDOWN. SEE ATS SHEETS FOR ID AND DETAILS & 6/S300

FOR FOUNDATION DETAILS

30. WWO# INDICATES WALL WITH OPENING PER DETAIL 7/S603

31. S-------S INDICATES STEPPED FOOTING PER DETAIL 15/S300 H# #
FRAMING PLAN NOTES:

1. FOR GENERAL STRUCTURAL NOTES SEE S001

2. FOR HEADERS CALLED OUT ON PLAN PROVIDE 2X TRIMMER @ 7¼ OR LESS HEADER; (2) 2X TRIMMER @ 9½ OR GREATER

3. ALL LOAD BEARING DEMISING WALLS TO BE 2 X 6 STUDS @ 16" O.C., U.N.O.

4. ALL EXTERIOR WALLS TO BE 2 X 6 STUDS @ 16" O.C., U.N.O.

5. EXTERIOR WALLS WITHOUT SHEARWALL SHEATHING SHALL HAVE SUBSTRATE SHEATHING PER ARCHITECTURAL DRAWINGS.

6. FOR TYPICAL STUD WALL FRAMING SEE S600

7. SEE DETAIL 10/S600 FOR ROUGH OPENINGS AROUND PTAC UNITS

8. PROVIDE MULTIPLE STUDS UNDER MULTIPLE JOISTS AND GIRDER TRUSSES (GT)

9. COLUMNS ARE CALLED OUT AT THE BASE LEVEL OF COLUMN AND CONTINUOUSLY STACK TO THE ROOF OR UNTIL IT IS NO LONGER SHOWN ON PLANS.

10. "C" = INDICATES CAMBER BETWEEN SUPPORTS ONLY @ GLUED, LAMINATED BEAMS. (i.e. NO CAMBER @ CANTILEVERS)

11. PROVIDE BOUNDARY NAILING ALONG ALL STRUT MEMBERS, INTERIOR SHEAR WALLS, AND INTERIOR LATERAL FRAMES U.N.O.

12. SEE ARCH. FOR ALL DIMENSIONS & CONDITIONS NOT SHOWN.

13. TYPICAL FLOOR SHEATHING SHALL BE 23/32" APA RATED SHEATHING, STURD-I-FLOOR, OR SINGLE FLOOR (EXPOSURE 1) (40/20) W/ 10d COMMON NAILS @ 6"O.C. BOUNDARIES & CONT.

PANEL EDGES, 6"O.C. OTHER PANEL EDGES, AND 12"O.C. FIELD NAILING. (UN-BLOCKED, T&G @

UNSUPPORTED PANEL EDGES)

14. UNLESS SPECIFICALLY NOTED ON THE PLANS, FRAMING SHALL NOT BE CUT OR RELOCATED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. CONTRACTOR SHALL OBTAIN APPROVAL OF JOIST MFR. SHOP DRAWINGS FROM BOTH MECHANICAL AND STRUCTURAL ENGINEERS PRIOR TO ERECTION OF JOIST FRAMING.

15. ALL MULTIPLE JOISTS SHALL HAVE EACH JOIST NAILED TO THE ADJACENT ONE WITH 16d @ 16"O.C. STAGGERED.

16. ALL MULTIPLE STUDS SHALL HAVE EACH STUD NAILED TO THE ADJACENT ONE WITH SOLE PLATE NAILING PER SHEAR WALL SCHEDULE, 10d @9"O.C. STAGGERED MINIMUM.

17. FOR HEADER SIZES NOT NOTED, SEE SCHEDULE ON SHEET S003.

18. SW# INDICATES SHEAR WALL MARK, SEE SCHEDULE SHEET S003.

19. INDICATES A HOLDOWN MARK, SEE SCHEDULE SHEET S003.

SHELTER II

AT EAST BEAMER
1901 EAST BEAMER

WOODLAND, CA
95776
JOB NO.

DRAWN
DATE
SCALE

FILENAME

KEYPLAN

REVISIONS
9/26/2024 5:18:49
PM
ES
23035
S101

FOUNDATION
PLAN
S101 1/8" = 1'
-0"
1 FOUNDATION PLAN

PROGRESS SET NOT FOR CONSTRUCTION

Page 179 ends

A
5 H1
S602
1 S602
1 2
S601
___________
H1
B
C
E
F
G
H
K
L
1 2 3 4 6 7 8 9 10 11 12
D
J
RT-1
RT-1
RT-1
RT-1 RT-1 RT-1 RT-1 RT-1
RT-1
RT-1
RT-1
RT-1
RT-1
RT-1
RT-1
RT-1
6x12 6x12
6x12
6x12
6x12
6x12
6x12
6x12
H1
H1
H1
H1 H1
H1
H1
H1
H1
H1
H1
H1
H1 H1 H1
H1
H1
H1
H1 H1 H1 H1
H1 H1
H1 H1
H1
H1
H1
H1
H1 H1
1 S601
___________
7 S601
___________
3 S602
___________
7 S601
___________
7 S601
___________
1 S601
___________
1 S601
___________
7 S601
___________
2 S601
___________ 2
S601
___________ 2
S601
___________
2 S601
___________
2 S601
___________
2 S601
___________
2 S601
___________ 2
S601
___________
RT-1 RT-1
3 S602
___________
7 S601
___________
6x12 6x12 6x12 6x12 6x12 6x12
SW1
10'-0"
SW1
10'-0"
SW1
17'-6"
SW1
19'-7"
SW1
22'-3"
SW1
44'-7"
SW1
17'-0"
SW1
19'-7"
SW1
35'-11"
SW1
35'-5"
SW1
20'-0"
S
W1
21'-8" 20'-2"
SW1
23'-2"
SW1
S
W1
14'-0"
H2
H2
9'-7"
SW3
H1
H1
31'-1"
SW1
31'-1"
SW1
H1
H1
H1
H1
9'-11"
SW4
H1
H1
S
W2
17'-9"
4 S601
___________
H1
H1
H1
H1
S
W1
15'-9"
S
W1
7'-3"
S
W1
12'-6"
S
W1 (FTA
O)
20'-0"
S
W1 (FTA
O)
15'-0"
H1
H1

ST-A ST-A
H1
SW1
11'-3"
H1
ST-1&2

5.5K
WH-1&2
750 LBS
KH-1
1100 LBS
MAU-1
500 LBS
ERV-1
1000 LBS
S600
9 TYP
(12) PLACES
S600
9 TYP
(8) PLACES
S600
9 TYP
(8) PLACES
S600
TYP 9
(4) PLACES
FB-1
FB-1
2 S601
___________
8'-7"
SW2
H2
H2
7 S601
___________
5 S601
___________
6x12
FRAMING PLAN NOTES:

1. FOR GENERAL STRUCTURAL NOTES SEE S001

2. FOR HEADERS CALLED OUT ON PLAN PROVIDE 2X TRIMMER @ 7¼ OR LESS HEADER; (2) 2X TRIMMER @ 9½ OR GREATER

3. ALL LOAD BEARING DEMISING WALLS SEE LOAD BEARING WALL SCHEDULE ON S003.

4. EXTERIOR WALLS WITHOUT SHEARWALL SHEATHING SHALL HAVE SUBSTRATE SHEATHING PER ARCHITECTURAL DRAWINGS.

5. FOR TYPICAL STUD WALL FRAMING SEE 8/S600.

6. FOR STAIR STRINGER SIZE SEE 4 & 5/S603.

7. SEE DETAIL 10/S600 FOR ROUGH OPENINGS AROUND PTAC UNITS

8. PROVIDE MULTIPLE STUDS UNDER MULTIPLE JOISTS AND GIRDER TRUSSES (GT)

9. COLUMNS ARE CALLED OUT AT THE BASE LEVEL OF COLUMN AND CONTINUOUSLY STACK TO THE ROOF OR UNTIL IT IS NO LONGER SHOWN ON PLANS.

10. "C" = INDICATES CAMBER BETWEEN SUPPORTS ONLY @ GLUED, LAMINATED BEAMS. (i.e. NO CAMBER @ CANTILEVERS)

11. PROVIDE BOUNDARY NAILING ALONG ALL STRUT MEMBERS, INTERIOR SHEAR WALLS, AND INTERIOR LATERAL FRAMES U.N.O.

12. CONTRACTOR SHALL COORDINATE ALL MECH'L. UNIT LOCATIONS, SIZES, OPENINGS, ETC. WITH MECH'L. DRAWINGS.

13. SEE ARCH. FOR ALL DIMENSIONS & CONDITIONS NOT SHOWN.

14. TYPICAL FLOOR SHEATHING SHALL BE 23/32" APA RATED SHEATHING, STURD-I-FLOOR, OR SINGLE FLOOR (EXPOSURE 1) (40/20) W/ 10d COMMON NAILS @ 6"O.C. BOUNDARIES & CONT.

PANEL EDGES, 6"O.C. OTHER PANEL EDGES, AND 12"O.C. FIELD NAILING. (UN-BLOCKED, T&G @

UNSUPPORTED PANEL EDGES)

15. TYPICAL ROOF SHEATHING SHALL BE 15/32" APA RATED SHEATHING, STURD-I-FLOOR, OR SINGLE FLOOR (EXPOSURE 1) (32/16) W/ 10d COMMON NAILS @ 6"O.C. BOUNDARIES & CONT.

PANEL EDGES, 6"O.C. OTHER PANEL EDGES, AND 12"O.C. FIELD NAILING. (UN-BLOCKED, T&G @

UNSUPPORTED PANEL EDGES)

16. UNLESS SPECIFICALLY NOTED ON THE PLANS, FRAMING SHALL NOT BE CUT OR RELOCATED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. CONTRACTOR SHALL OBTAIN APPROVAL OF JOIST MFR. SHOP DRAWINGS FROM BOTH MECHANICAL AND STRUCTURAL ENGINEERS PRIOR TO ERECTION OF JOIST FRAMING.

17. ALL MULTIPLE JOISTS SHALL HAVE EACH JOIST NAILED TO THE ADJACENT ONE WITH 16d @ 16"O.C. STAGGERED.

18. ALL MULTIPLE STUDS SHALL HAVE EACH STUD NAILED TO THE ADJACENT ONE WITH SOLE PLATE NAILING PER SHEAR WALL SCHEDULE, 10d @9"O.C. STAGGERED MINIMUM.

19. FOR HEADER SIZES NOT NOTED, REFER TO TYPICAL DETAIL SCHEDULE.

20. FOR LOW SPOTS CREATED BY THE ROOF PITCH SHALL BE PROVIDED WITH CRICKETS AS REQUIRED TO SLOPE AS REQUIRED.

21. ALL ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) SHALL MEET THE MINIMUM SPECIFICATIONS IN THE AISC CODE OF STANDARD PRACTICE CHAPTER 10 UNLESS NOTED OTHERWISE ON THE ARCHITECTURAL DRAWINGS.

22. SW# INDICATES SHEAR WALL MARK, SEE SCHEDULE SHEET S003.

23. (FTAO) INDICATES FORCE TRANSFER AROUND OPENING, SEE DETAIL 10/S602.

24. INDICATES A HOLDOWN MARK, SEE SCHEDULE SHEET S003 AND ATS SHEETS.

HOLDDOWNS SHOWN ARE AT THE LEVEL BELOW THE FRAMING PLAN.

25. SEE DETAIL 3/S500 FOR 'ATS ABV' CONNECTION TO STEEL COLUMN/BEAM.

26. INDICATES DRAG STRUT, SEE DETAIL 7/S600.

27. INDICATES COLLECTOR, SEE DETAIL 7/S600.

28. INDICATES STRUT/COLLECTOR TYPE PER DETAIL 7/S600.

29. MOMENT FRAME CONNECTION, SEE DETAIL 12/S500.

30. SIMPSON 'HU' HANGER U.N.O.

SHELTER II

AT EAST BEAMER
1901 EAST BEAMER

WOODLAND, CA
95776
JOB NO.

DRAWN
DATE
SCALE

FILENAME

KEYPLAN

REVISIONS
9/26/2024 5:18:50
PM
Author
23035
S102

ROOF FRAMING
PLAN
S102 1/8" = 1'-0"
1 ROOF FRAMING PLAN

PROGRESS SET

NOT FOR

CONSTRUCTION

Page 180 ends

STUDS PER PLAN

SHEAR WALL PER PLAN
PTDF SILL PL W/ A.B. & PL

WASHER PER PLAN

PER PLAN

FTG WIDTH
FDN REINF. PER PLAN
E.N.

BASE & VAPOR BARRIER

PER PLAN OR

GEOTECHNICAL REPORT

STUDS PER PLAN

SHEAR WALL PER PLAN
PTDF SILL PL W/ A.B. & PL

WASHER PER PLAN
#3 DOWELS @24"OC
C
V
R
3"

FTG WIDTH PER PLAN
FDN REINF. PER PLAN
36" MIN. LAP
E.N.
6" MIN. 18" MIN.

BLW BLD
G PA
D
MIN. FTG DEPTH PER PLAN

BASE & VAPOR

BARRIER PER PLAN OR

GEOTECHNICAL
REPORT
1'-0"

PER ARCH
#4 CONT. AT EDGE

CONC SLAB PER PLAN

PIPE THRU FTG/FTG WALL
SLEEVES 2" LARGER THAN
O.D. OF PIPES
TYP.

MIN.
3"

SEE NOTE
1'-6"
NOTE: FOR PIPES 3'-0" OR LESS BELOW FTG,
PROVIDE SLEEVE AND CONC. AS SHOWN. FOR
GREATER THAN 3'-0", COMPACT BACKFILL OVER
PIPE TO 90% AS APPROVED BY GEOTECHNICAL
ENGINEER. USE STEPPED FTG BELOW PIPE.

NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR

SHORING, SHEATHING, OR OTHERWISE

MAINTAINING THE SIDES OF THE EXCAVATION

FROM CAVE-IN UNTIL ALL BACKFILL IS COMPLETED
PER SPECIFICATIONS.

COMPACTED FILL 90% DENSITY AS

APPROVED BY GEOTECHNICAL ENGINEER

BOTTOM OF TRENCH EXCAVATION SHALL

NOT EXTEND BELOW THIS LINE
1'-6" MIN. 9" MIN.
10'-0" MIN.

BACKFILL PER SPEC FTG
2 1
1 2

STUDS PER PLAN

SHEAR WALL PER PLAN
PTDF SILL PL W/ A.B. & PL

WASHER PER PLAN

PER PLAN

FTG WIDTH
FDN REINF. PER PLAN
E.N.
#3 CONT.
#3 @16"OC

PER ARCH

BASE & VAPOR BARRIER

PER PLAN OR

GEOTECHNICAL REPORT
1/4 OF SLAB THICKNESS
DEEP TOOL JOINT W/ 1/4"

MAX EDGE RADIUS
CONC. SLAB PER PLAN
SAWCUT WITHIN 12 HR OF

PLACING CONCRETE
(ALTERNATIVE)

STD HOOK
OPN'G REINF.

STD
HOOK
SPLICE

BAR LAP
(1) #5 TYP
OPNG REINF.

INTERSECTION

REINFORCING EACH FACE

INTERSECTION CORNER

REINFORCING EACH FACE
CORNER
VERT

REINF ON
WALL
OPN'G REINF.
180° HOOK
OPN'G REINF.

OPN'G REINF.
180°
HOOK
4"

REINFORCING

EACH FACE

SINGLE CURTAIN TYPICAL LINTEL

TOP OF WALL

JAMB & WALL
ENDS
NOTES:

1. GROUT ALL CELLS OR CAVITIES SOLID

2. AT CMU WALLS USE OPEN END BLOCK AT VERTICAL REINFORCING BARS

3. REFER TO TYPICAL MASONRY WALL REINFORCING SCHEDULE

4. AT DOUBLE CURTAIN REINFORCING STAGGER VERTICAL AND HORIZONTAL BARS. PLACE VERTICAL REBAR AS CLOSE TO MASONRY SURFACE AS THE MINIMUM CLEARANCES WILL PERMIT.

CORNER INTERSECTION ANGLE
END

DOUBLE CURTAIN

LENGTH OF BENDS

SHALL BE LARGER
OR 18" PER

CORNER INTERSECTION ANGLE
END

SINGLE CURTAIN
SIMPSON 0.157"Ø
'PDPA-250' SHOT DRIVEN
PINS @32"OC TYP.
2X P.T.D.F. SILL PL
CONC. SLAB PLAN
STUDS PER PLAN @
16"OC NON-BEARING
WALL
E.N. - FULL HT MIN. THK

HOLDDOWN PER PLAN

LAG SCREW OR SDS

CONNECTION TO POST

TO PROVIDE DUCTILE

YIELDING

END POST PER
PLAN

TOP OF FOOTING,

GRADE BEAM, OR

COLD JOINT

END OF FTG

WHERE OCCURS
de MIN. I1
CVR
3"

F MIN F MIN

PL AND WSHR PER

SCHEDULE
C
V
R
3"

TOP OF CONC SLAB,

CURB, OR STEM

THICKEN FTG AS
REQUIRED FOR MIN.

A.B. EMB.

A
A
PROVIDE (6) #3 TIES @
6"OC MIN FOR ALL ATS

HOLD DOWNS AND
'PAB8' TO 'PAB10' de MIN

COLD JOINT

WHERE OCCURS
2F MIN

SECTION A-A

SIMPSON
'PAB'

DIAMETER
(IN.)
de MIN.
(IN.)
F MIN.
(IN.)
I1 MIN.
(IN.)

PL WSHR SIZE
(IN.)
PAB5 5/8" 7" 10½" 1¼" 3/8"X1½"X1½"
PAB6 3/4" 9" 13½" 1 3/8" 3/8"X1½"X1½"
PAB7 7/8" 11" 16½" 1½" 3/8"X1½"X1½"
PAB7H 7/8" 16" 24" 1½" 3/8"X1½"X1½"
PAB8 1" 12" 18" 1 5/8" 3/8"X1½"X1½"
PAB8H 1" 19" 28½" 1 5/8" 3/8"X1½"X1½"
PAB9 1 1/8" 14" 21" 1¾" 3/8"X1½"X1½"
PAB10 1 1/4" 16" 24" 2½" 3/8"X1½"X1½"

ANCHOR BOLT SCHEDULE

DESIGN LOADS ARE CALCULATED USING A
FULL SHEAR CONE. COVERAGE ON EACH SIDE

OF THE BOLT SHALL BE A MINIMUM OF F OR
REDUCTIONS MUST BE TAKEN.

NOTES:

1. ANCHOR EMBEDMENT LENGTH IS BASED ON A SINGLE POUR CONCRETE FOUNDATION WITHIN THE FOOTING DIMENSIONS de AND F. DOUBLE POUR FOUNDATIONS SYSTEMS, MASONRY WALLS, AND MASONRY FOOTINGS MUST BE EVALUATED BY THE DESIGNER.

2. ANCHOR BOLT MUST BE ASTM A307 OR A36 STEEL.

3. ANCHOR HEAD REQUIRED (2) HEX NUTS W/ A 2¼X2¼X3/8" PLATE, USE OF SIMPSON STRONGTIE BEARING PLATE BP1 MAY BE USED AS SUBSTITUTE PLATE FOR 1"⌀ BOLTS AND BP¾ MAY BE USED AS SUBSTITUTE PLATE FOR ¾"⌀ BOLTS.

4. DESIGN VALUES ARE BASED ON ACI318 WHERE CRACKED CONCRETE IS ASSUMED AND ADDITIONALLY FOR SEISMIC LOADS DUCTILITY REQUIREMENTS ARE CONSIDERED.

5. FOR HOLDDOWNS, PER ASTM TEST STANDARDS, ANCHOR BOLT NUT SHOULD BE FINGER-TIGHT PLS 1/3 TO 1/2 TURN WITH A HAND WRENCH, WITH CONSIDERATION GIVEN TO POSSIBLE FUTURE WOOD SHRINKAGE. CARE SHOULD BE TAKEN TO NOT OVER-TORQUE THE NUT. IMPACT WRENCHES SHOULD NOT BE USED.

6. TENSION VALUES ARE VALID FOR HOLDDOWNS FLUSH OR RAISED OFF SILL PLATE.

7. HDU14 ALLOWABLE LOADS ARE BASED ON 6X6 POST. ALL OTHER LOADS BASED ON 4X MIN POST.

8. REQUIRES HEAVEY HEX ANCHOR NUT TO ACHIEVE LOAD VALUES.

SIMPSON
'PAB'

DIAMETER
(IN.)
de MIN.
(IN.)
F MIN.
(IN.)
I1 MIN.
(IN.)

PL WSHR SIZE
(IN.)
PAB4 1/2" 15" 12" 1¼" 3/8"X1½"X1½"
PAB8H 1" 15" 15" 1 5/8" 3/8"X1½"X1½"

ATS ANCHOR BOLT SCHEDULE
PTDF SILL PL W/ A.B. & PL

WASHER PER PLAN
#3 DOWELS @24"OC
C
V
R
3"

FTG WIDTH PER PLAN
FDN REINF. PER PLAN
36" MIN. LAP
E.N.

PER ARCH
8" MIN
#3 CONT.
#3 @16"OC
C
V

R BLW PIPE
1'-0"
MIN. EMB.
9"
18" MIN.
10" THK

UTILITY LINE

PER CIVIL
3/C3.1

PER CIVIL
1 1

ADJACENT (E)

BUILDING FOOTING
NOTE:

CONTRACTOR TO VERIFY IN FIELD

THAT (E) FTG FROM ADJACENT

BUILDING DOES NOT INFLUENCE
(N) FOOTING

STUDS PER PLAN

SHEAR WALL PER PLAN
PTDF SILL PL W/ A.B. & PL

WASHER PER PLAN
#3 DOWELS @24"OC
C
V
R
3"
FDN REINF. PER PLAN
36" MIN. LAP

BLW BLD
G PA
D
MIN. FTG DEPTH PER PLAN
9" EMB. MIN.

PROPERTY LINE

PER ARCH

BASE & VAPOR

BARRIER PER PLAN OR

GEOTECHNICAL
REPORT
6" MIN.

PER PLAN
FTG WIDTH FDN REINF.

PER PLAN
2" CVR
STL. COL. PER PLAN
1 1/2" MIN. DRYPACK

OPTIONAL COLD JOINT

SLAB PER PLAN
A.B. SIZE, QTY, &

LOCATION PER PLAN
C
V
R
3"

TIES WHERE
OCCURS

FTG THICKNESS PER PLAN
℄
1/4"
'D' PER PLAN

MATCH BM DEPTH
#4 TYP.
#4 @12"OC
TYP..

CONC. FTG OR GRADE BM &
REINF. PER PLAN. REINF.

SHOWN FOR REFERENCE ONLY

PER PLAN

FTG DEPTH

1.75 X 'S' MIN.
2'-0" M
A
X
'S'

TYPICAL SPLICES

WIRE TIES
SEE SCHED. & NOTES
40d IN MASONRY
'B' OR 'C' IN CONC.

STAGGERED SPLICES
'B' 'B'
BAR SIZE 3000 PSI 4000 PSI
#4 24" 24"
#5 24" 24"
#6 25" 24"
#7 34" 30"
#8 45" 39"
#9 57" 49"
#10 72" 63"
#11 89" 77"
SCHED. OF MIN. SPLICE LENGTH
'B' FOR ACI CLASS B LAP SPLICE NOTES:

1. FOR TOP BARS USE SPLICE LENGTH SHOWN ABOVE X 1.3.

2. d=NORMAL DIAMETER OF SPLICE BAR.

3. SPLICES OF REPETITIVE REINF. IN CONC. SHALL BE
STAGGERED PER ACI CLASS B SPLICES AS SHOWN ABOVE.

4. FOR NON-REPETITIVE REINF. IN CONC. OR WHERE SPLICES
CANNOT BE STAGGERED, USE ACI CLASS C SPLICES.

5. SPLICES SHALL BE MADE AWAY FROM POINTS OF MAX.

STRESS OR AT LOCATIONS SHOWN PER PLAN

6. NO LAP SHALL BE LESS THAN 2 FEET.

SHELTER II

AT EAST BEAMER
1901 EAST BEAMER

WOODLAND, CA
95776
JOB NO.

DRAWN
DATE
SCALE

FILENAME

KEYPLAN

REVISIONS
9/26/2024 5:18:51
PM
Author
23035
S300

FOUNDATION

DETAILS
S300 1" = 1'-0"
11 INTERIOR WALL FDN
S300 1" = 1'-0"
12 EXTERIOR WALL FDN W/ CURB
S300 1" = 1'-0"
9 SOG STEP
S300 1" = 1'-0"
4 PIPES IN FOOTING
S300 1" = 1'-0"
1 TRENCH DETAIL
S300 1" = 1'-0"
10 INTERIOR WALL W/ CURB
S300 1" = 1'-0"
8 SOG CONTROL JOINT
S300 1" = 1'-0"
2 CMU REINF. INTERSECTIONS - TYP
S300 1" = 1'-0"
3 REINFORCEMENT INTERSECTIONS - TYP
S300 1" = 1'-0"
5 NON-LOADBEARING/SHEARWALL
S300 1" = 1'-0"
6 HOLD DOWN FDN DETAIL - TYP
S300 1" = 1'-0"
13 DEEPENED FDN W/ CURB
S300 1" = 1'-0"
14 EXTERIOR WALL FDN @ PL
S300 1" = 1'-0"
15 COLUMN FOOTING
S300 1" = 1'-0"
16 STEPPED FOOTING (OPTION B)
S300 1" = 1'-0"
7 REINFORCEMENT INTERSECTIONS - TYP

PROGRESS SET

NOT FOR

CONSTRUCTION

Page 181 ends

BN @ PERIMETER OF

DIAPHRAGM
BLKG. & BN @ ALL

UNSUPPORTED

EDGES WHERE
BLOCKED DIAPH. ARE

SPECIFIED UNO, EN

MAY BE USED ONLY IF

PANEL JOINTS ARE

STAGGERED
PROVIDE (2) ROWS OF
BN @ ALL 'STRUTS',

INTERIOR SHEAR

WALLS, AND INTERIOR

LATERAL FRAMES

FULL LENGTH OF
DIAPHRAGM TYP.

STRUT WHERE

INDICATED ON PLANS

LEDGER PER PLAN
EN @ ALL STAGGERED
JOINTS
MIN. PLYWD
AREA IS 8 SQ FT
FN @ INTERIOR

SUPPORTS
JOISTS

PER PLAN
LEGEND
EN = EDGE NAILING
BN = BOUNDARY NAILING
FN = FIELD NAILING
MIN. PLYWD WIDTH IS 24"

STAGGER JOINTS
16" MIN.
60% MAX STUD WIDTH BORE
2"Ø @2X4 STUDS &
3 1/4"Ø @2X6 STUDS
.
40% MAX NOTCH
1 3/8" MAX @2X4 STUDS
2 1/8" MAX @2X6 STUDS
.
.
5/8" MIN. EDGE

TYP ALL STUDS

WIDTH OF STUD MAX

TYP ALL STUDS

NON-BEARING STUDS
40% MAX STUD WIDTH BORE
1 3/8"Ø MAX @2X4 STUDS
2 1/4"Ø MAX @2X6 STUDS

DOUBLE STUDS
.
.
40% MAX NOTCH
1 3/8"Ø MAX @2X4 STUDS
2 1/8"Ø MAX @2X6 STUDS
.

WIDTH OF STUD MAX

TYP ALL STUDS

EXTERIOR & BEARING STUDS
25% MAX NOTCH
7/8"Ø MAX @2X4 STUDS
1 3/8"Ø MAX @2X6 STUDS
COLUMN
.
30% MAX COLUMN
WIDTH BORE @ CENTER

OF COLUMN
NOTES:

1. BORING OF MORE THAN (2)

SUCCESSIVE DOUBLE STUDS IS
NOT PERMITTED.

2. NOTCH AND BORING IS NOT TO

OCCUR IN THE SAME STUD

SECTION
(4) 16d EA SIDE OF
BEAM

BEAM PER PLAN
2X F.H. STUD W/ 16d @
8"OC STAGGERED EA

SIDE OF BEAM

COLUMN BELOW

BEAM PER PLAN
A
A

SECTION A-A
'A35' EA SIDE OF BEAM

BEAM PER PLAN

DOUBLE TOP PL
MIN (2) 16d SINKER TN

EA SIDE
COLUMN OR MULTISTUD PER PLAN
(4) 16d SINKER TN EA
SIDE

SILL PL
'A35' EA SIDE OF BEAM SIMPSON 'MST48' UNO

DOUBLE TOP PL
(1) 16d SINKER FOR EA
2" OF BM DEPTH ON EA

SIDE OF BEAM
'A35' EA SIDE

BEAM PER PLAN
'MST48' UNO (ALT.

LOCATION @ SIDE OF
PL

DOUBLE TOP PL
(1) 16d SINKER FOR EA
2" OF BM DEPTH ON EA

SIDE OF BEAM
'A35' EA SIDE

BEAM PER PLAN
12" MAX FROM SILL PL END
5" MIN
9" TYP.

HEADER PER PLAN OR

PER SCHEDULE
'A34' EA SIDE T&B FOR
OPENINGS > 8'-0"
(2) 16d MIN EA END
ADDITIONAL (2) 16d EA
END FOR EA ADD'L 2"

HDR DEPTH
10d @12"OC EA SIDE

STAGGERED

WINDOW OPENING

DOOR OPENING

SIMILAR

TRIMMERS BLW HDR

PER SCHEDULE

STUDS PER PLAN

JACK STUDS SAME
SIZE AS STUDS. # PER

SCHEDULE
'A34' T&B @
OPENINGS > 8'-0"

END OF WALL

HOLDDOWN POST

MAY BE USED IN LIEU

OF JACK STUD WHERE
OCCURS
P.T.D.F. SILL PL PER
PLAN

HOLDDOWN PER PLAN

ADDITIONAL STUD OR

WIDER STUD PER

HOLDDOWN SCHEDULE

FIRE BLOCK STUD WALLS &

PARTITION (HORIZONTALLY
@10' INTERVALS &
VERTICALLY @ CEILING &

FLOOR LEVELS), ENCLOSED
& CONCEALED SPACES, & AT

OPENINGS AROUND VENTS,

PIPES, DUCTS, CHIMNEY

CHASES, AT STAIR

STRINGERS, & SIMILAR

PLACES AT CEILING & FLOOR
LEVELS.

DOUBLE 2X TOP PL
BLKG

TOP PL WALL PER PLAN

SHEAR WALL PER PLAN

SHEAR WALL PER PLAN
SIMPSON 'CMST14'

STRAP LENGTH PER
PLAN

LENGTH PER PLAN
10d@3-1/2"OC TO BLKG
BLKG TYP.
(37) 16d TO PL

LENGTH PER PLAN
10d@3-1/2"OC TO BLKG
SIMPSON 'CMST14' STRAP

LENGTH PER PLAN
E.N.

SHEAR WALL PER PLAN

DISCONTINUOUS TRUSS

PER PLAN
EQ EQ
SIMPSON 'MST48'
NOTE:

TRUSSES USED AS A STRUT OR COLLECTOR SHALL BE DESIGNED FOR 240 PLF

LATERAL FORCE ALONG TOP CHORD OF TRUSS
BLKG
4'-0" W/ 16d TO BLKG 4'-0" W/ 16d TO BLKG
SIMPSON 'CMST14' STRAP
E.N.

SHEAR WALL PER PLAN
BLKG

TOP PL WALL PER PLAN
EQ EQ
SIMPSON 'MSTC48' STRAP

ST-A ST-B

ST-C ST-D

ST-E ST-F
'CMST12' 4X BLKG
W/ 10d@3"OC TO BLKG
12'-0" MIN OR END OF WALL
W/ (42) 16d TO TOP PL
38" MIN.

DBL TOP PL
E.N.
'CMST12'
A-A
A
A

TRUSS OR BEAM PER PLAN

BEAM OR TRUSS

BEAM WHERE OCCURS
B.N. TO FULL LENGTH

OF BLKG AND HEADER
TYP. HEADER PER PLAN.
3X BLKG BELOW
STRAPS TYP.

WINDOW OPENING

DOOR OPENING

SIMILAR

STUDS PER PLAN
E.N. REQ. F.H.@KING
STUDS

PLYWOOD SHEARWALL

CONTINUOUS VERTICAL

EDGE MEMBER PROVIDE

STRAP IF ANY

DISCONTINUITY
NOTES:

1. B.N. AROUND OPENING TYP. SEE

SHEARWALL SCHEDULE

2. IF SHTG IS ON OPPOSITE SIDE OF
STRAPS, ADD E.N. ALL BLKG.
1/8" MIN. THK END
PLATE
P.P.

FABRIC SHADE PER
ARCH.

ATTACHMENT PER
MANUF.

COLUMN PER PLAN
Structural Engineering
Stonecap, Inc.
1809 S Street, Ste. 101-277
Sacramento, CA 95811
© 2024 Stonecap, Inc.

SHELTER II

AT EAST BEAMER
1901 EAST BEAMER

WOODLAND, CA
95776
JOB NO.

DRAWN
DATE
SCALE

FILENAME

KEYPLAN

REVISIONS
9/26/2024 5:18:52
PM
Author
23035
S600

WOOD TYPICAL

DETAILS
S600 1" = 1'-0"
1 SHEATHING - TYP
S600 1" = 1'-0"
2 STUD NOTCHING - TYP
S600 1" = 1'-0"
4 MISC1/07A - TYP
S600 1" = 1'-0"
5 BEAM AT WALL - TYP
S600 1" = 1'-0"
6 POCKET BEAM TO WALL - TYP
S600 1" = 1'-0"
8 TYPICAL WALL FRAMING
S600 1" = 1'-0"
7 COLLECTOR/STRUT DETAIL
S600 1/2" = 1'-0"
3 SHEARWALL W/ OPENING
S600 1" = 1'-0"
9 FABRIC SHADE CONNECTION

PROGRESS SET

NOT FOR

CONSTRUCTION

Page 182 ends

STUDS WALL ABOVE PER

PLAN WHERE OCCURS

SHEAR WALL PER PLAN
E.N.

E.N.

SHEAR WALL PER PLAN

TRUSS PER PLAN

SHTG PER PLAN
2X BLKG @48"OC IN 'U'
HNGR
2X SOLE PL W/

FASTENERS TO RIM
JOIST PER SW SCHED.
2X BLKG W/ 'A35' TO TOP
PL 24"OC MAX. (IAPMO ES
ER-112)
B.N

TRUSS PER PLAN

STUDS PER PLAN

BALLOON FRAMED

PARAPET
2X BLKG
E.N.

E.N.

SHEAR WALL PER PLAN

JOISTS PER PLAN

SHTG PER PLAN
2X BLKG @24"OC IN 'JB'
HNGR & ROOF E.N.
(ICC-ES ESR-2553)
3/8" CDX PLYWD
BACKING W/ 8d @6"
E.N. & 12" F.N. WHERE
OCCURS
B.N.
2X BLKG
2X8 CONT. LEDGER W/
(2) 16d EA STUD W/
CMST14 STRAP EA
SPLICE
ADD (3) 16d EA BLK
4'-0" MAX
E.N.

SIMPSON 'H2A' @
24"OC (ICC-ES
ESR-2613)
BN

SHTG PER PLAN

TRUSS PER PLAN

GIRDER TRUSS PER PLAN
E.N.

SHEAR WALL PER PLAN

TRUSS PER PLAN W/

PARAPET

SHTG PER PLAN
2X BLKG W/ 'A35' @24"OC TO

TOP PLATE
B.N.

PARAPET FRAMING
DESIGN FOR 50PLF AT TOP
PL BY TRUSS MANUF.
2X BLKG
E.N.
3/8" CDX PLYWD
BACKING W/ 8d @6"
E.N. & 12" F.N. WHERE
OCCURS
E.N.
(2) SIMSPONS 'SDWS' 0.22X5

EA STUD TO PL

BEAM WHERE OCCURS PER
PLAN
E.N.
50 PLF
NOTE:

TRUSS MANUFACTURER TO DESIGN

PARAPETS FOR HORIZONTAL WIND
PRESSURE OF 40 PSF IN BOTH
DIRECTIONS.
2X BLKG w/ 'A35' EA BLK @
24"OC MAX
BN

TRUSS PER PLAN BOTH

SIDES WHERE OCCURS

SHTG PER PLAN

TRUSS PER PLAN
E.N.

SHEAR WALL PER PLAN
E.N.

SHEAR WALL PER PLAN

TRUSS PER PLAN

SHTG PER PLAN
B.N

TRUSS PER
PLAN
2X BLKG @48"OC IN 'U'
HNGR
LOAD BEARING NONSHEARWALL PER PLAN

TRUSS PER PLAN

SHTG PER PLAN
F.N

TRUSS PER
PLAN
2X BLKG @48"OC IN 'U'
HNGR
2X SOLE PL W/

FASTENERS TO RIM
JOIST PER SW SCHED.

B.N
E.N.

SHEAR WALL PER PLAN TRUSS PER PLAN

1.5" TIMBERSTRAND RIM
JOIST W/ 'A35' TO TOP PL
24"OC MAX. (IAPMO ES
ER-112)
SIMPSON 'LSTA18' @
48"OC TO JOIST
NOTE:

TRUSS MANUFACTURER TO DESIGN

PARAPETS FOR HORIZONTAL WIND
PRESSURE OF 40 PSF IN BOTH
DIRECTIONS.

E.N.

SHEAR WALL PER PLAN

TRUSS PER PLAN W/

PARAPET

SHTG PER PLAN
2X BLKG W/ 'A35' @24"OC TO

TOP PLATE
B.N.

PARAPET FRAMING
DESIGN FOR 50PLF AT TOP
PL BY TRUSS MANUF.
2X BLKG
E.N.
3/8" CDX PLYWD
BACKING W/ 8d @6"
E.N. & 12" F.N. WHERE
OCCURS
E.N.
(2) SIMSPONS 'SDWS' 0.22X5

EA STUD TO PL
E.N.
50 PLF
E.N.

SHELTER II

AT EAST BEAMER
1901 EAST BEAMER

WOODLAND, CA
95776
JOB NO.

DRAWN
DATE
SCALE

FILENAME

KEYPLAN

REVISIONS
9/26/2024 5:18:52
PM
ES
23035
S601

WOOD DETAILS
S601 1" = 1'-0"
3 INTERIOR WALL
S601 1" = 1'-0"
7 PARAPET DETAIL
S601 1" = 1'-0"
9 ROOF GIRDER TRUSS
S601 1" = 1'-0"
1 PARAPET TRUSS PERP TO SHEARWALL
S601 1" = 1'-0"
2 ROOF TRUSS PERPENDICULAR TO SHEAR WALL
S601 1" = 1'-0"
4 ROOF JOISTS // TO SHEARWALL
S601 1" = 1'-0"
5 LOW AND HIGH ROOF TRANSITION

PROGRESS SET

NOT FOR

CONSTRUCTION

Page 183 ends

FRAMING PER PLAN

DOUBLE JOIST OR TRUSS

BLOCKING IN SIMPSON 'BA'
HNGR. MATCH DEPTH OF
FRAMING.

SEE PLAN FOR SHEATHING
2X6 BLKG MIN. IN

SIMPSON 'JB' HNGR
TYP
SIMPSON 'LSTA18'
TYP
OPEN
NOTE:

1. OPENING TO BE 4'-0" SQUARE MAXIMUM.

2. SPACING OF OPENINGS NO CLOSER THAN 6'-0" CC.

DBL JOISTS OR TRUSSES

FRAMING PER PLAN

HEADER PER PLAN

SEE PLAN FOR SHEATHING
3X BLKG BELOW
STRAPS
SIMPSON 'CS16' PLACE

OVER PLYWOOD W/
10d@2"OC
WINDOW

ROUGH OPENING
NOTE:

1. B.N. AROUND OPENING TYP. SEE SHEAR WALL SCHED.

2. IF SHEATHING IS ON OPPOSITE SIDE OF STRAPS, ADD
E.N. ALL BLKG.

R.O. WIDTH
16" MIN TYP
1/2 OF R.O. WIDTH CONTINUOUS VERTICAL EDGE

MEMBER PROVIDE STRAP IF

ANY DISCONTINUITY
B.N.

STUD WALL PER PLAN
4X12 BLKG W/ 'A34' T&B BOTH

SIDES TO STUD

TRUSS PER PLAN
2X8 LEDGER W/ (3)10d@
12"OC TO BLOCKING
SIMPSON 'LSTA15' FROM

BLKG & LEDGER TO BLKG
2X BLKG @48"OC IN
'JB' HNGR (ICC-ES
ESR-2553)

SHEAR WALL PER PLAN

FASCIA PER ARCH
W/ (3) 10d TO BLKG

SHEAR WALL PER PLAN

TRUSS PER PLAN

SHTG PER PLAN
2X BLKG @48"OC IN 'U'
HNGR

1.5" LSL RIM JOIST W/ 'A35'
TO TOP PL 24"OC MAX.
(IAPMO ES ER-112)
E.N.

B.N.

PER ARCH
VARIES

PER ARCH
1'-0" MAX OVRHNG
Structural Engineering
Stonecap, Inc.
1809 S Street, Ste. 101-277
Sacramento, CA 95811
© 2024 Stonecap, Inc.

SHELTER II

AT EAST BEAMER
1901 EAST BEAMER

WOODLAND, CA
95776
JOB NO.

DRAWN
DATE
SCALE

FILENAME

KEYPLAN

REVISIONS
9/26/2024 5:18:52
PM
Author
23035
S602

WOOD DETAILS
S602 1" = 1'-0"
1 DIAPHRAGM OPENING
S602 1" = 1'-0"
2 FORCE TRANSER AROUND OPENING
S602 1" = 1'-0"
3 LOW AND HIGH ROOF TRANSITION PROGRESS SET

NOT FOR

CONSTRUCTION

Page 184 ends

Page 185 ends

Page 186 ends

20x20 20x20 20x20
20x20
20x20
20x20 3'-6" DS DSDSDS
A
C
1 D
E
G
H
F
2 5 12
B 113 SF NC-1 140 115 SF NC-2 139 115 SF NC-3 138 115 SF NC-4 137 115 SF NC-5 136 115 SF NC-6 135 115 SF NC-7 134 115 SF NC-8 133 115 SF NC-9 132 4 K 227 SF CASE MANAGEMENT 112 216 SF CASE MANAGEMENT 111 60 SF DATA 110 204 SF ADMINISTRATION OFFICE 109 143 SF INTAKE 102 122 SF PEST CONTROL 103 577 SF GROUP COUNSELING 124 105 SF STORAGE LINEN 115 121 SF UTILITY / STORAGE 117 425 SF LAUNDRY 114 650 SF MEN'S BATHROOM 118 131 SF CLIENT STORAGE 116 105 SF OFFICE 107 81 SF STAFF RESTROOM 108 410 SF WOMEN'S BATHROOM 148 131 SF ADMINISTRATION OFFICE 128 237 SF MEN'S BATHROOM-NC 147 238 SF WOMEN'S BATHROOM-NC 144 62 SF MEDICATION 127 104 SF COUNSELING OFFICE 1 143 80 SF MECHANICAL UTILITY 145 78 SF MAINTENANCE ROOM 146 87 SF LAUNDRY 129 104 SF COUNSELING OFFICE 2 142 6 7
8 9 10 11 440 SF DAY ROOM 141 102 SF WAITING AREA 125 921 SF COMMERCIAL KITCHEN 119 100 SF FIRE 122 100 SF ELECTRICAL 123 L 144 SF NC-11 154 144 SF NC-12 153 142 SF NC-13 152 142 SF NC-14 151 3 281 SF WAITING AREA 105 168 SF ENTRY 101 299 SF HALLWAY 5 106 126 SF HALLWAY 2 126 598 SF HALLWAY 3 130 914 SF HALLWAY 1 113 241 SF HALLWAY 4 149 116 SF NC-10 131 W

D W/D W/D W/D W/D W/D W/D
W
W
D
D
J 6.1 7B 7A 7A 7B 7B 7B 7B 7B 7B 7B 7B 7A 8A 5B 10 10 10 10 10 10 10 10 10 10 10 1010 10 1010 10 7A 5B 5B 5B 5B 5B 5B5B 7A 5B7A 7A 7A 7B 5A5B5B 7A 5B 7A 7A 7A 5A 7B 7B 7B 6B 6B 5B5B 5B5B 5B TYP 7B 7B 7B 7B 7B 7B 8A 8A 8A 5A 5A 5A 5A 5A 5A6B 7A 7A 5A 5A5A 7A 7A 7A 7A 7A 5A 7A 7A 7A 7A 8A 8A 8A 6B 5B W1 W3 W3 W1 W3 W3 W1 W3 W3 W3 W1 W3 W3 W1 W3 W4 W4 W4 W4 W4 W4 W4 W4 W4 W1 W1 W1 W1 W1 W1 W6 W6 W6 W6 W6 W3 W1 W3 W3 W1 W3 W3 W1 W1 W6 W6 W6 7A 7A 7A 7A 7A7A EXISTING ROOF PROJECTION TO BE DEMOLISHED PER COORDINATION WITH FIRE MARSHALL W5 W7 W7 W7 W7 W6 87 SF PANTRY 119E 174 SF REFRIGERATOR 119F 97 SF FREEZER 119G 57 SF RESTROOM 119C 53 SF OFFICE 119B 5B W6 W6 W6 5A 5B EF 2 DBF
1 TYP. 2 AC
2 AC
1 FC
1 6"Ø 10"Ø 10"Ø 6"Ø EF
1 SEE FOOD SERVICE PLANS FOR CONNECTION TO TYPE I HOOD SEE M-203 PLAN FOR CONTINUATION ON ROOF 14"Ø GREASE DUCT TO ROOFTOP EF-3 E 6" 74
S 6" 45
S 6" 45
S 6" 45
S 8" 172
S 10" 250
R 8" 125
S 10" 334
S 10" 334
S 6" 40
S 6" 40
S 8" 200
S 6" 78
S 6" 80
S 6" 100
R 10" 305
R 10" 305
S 6" 40 S 8" 130
S 4" 20
S 4" 29
S 4" 30
S 4" 30
S 4" 30
S 4" 30
S 4" 30
S 4" 30
S 4" 30
E 6" 30
S 6" 30
E 6" 30
S 6" 30
E 6" 30
S 6" 30
E 6" 30
S 6" 30
R 14" 668
O 18" 1750 RA TO ABOVE WITH 1" ACOUSTIC LINING FOR FIRST 10' OF DUCT FROM FC-K1 ON ROOF SA FROM ABOVE WITH 1" ACOUSTIC LINING FOR FIRST 10' OF DUCT FROM FC-K1 ON ROOF16"x10" 10"Ø 10"Ø MAKE UP AIR FROM ABOVE WITH 1" ACOUSTIC LINING FOR FIRST 10' OF DUCT FROM MAU-1 ON ROOF 10"Ø 26"x11" 16"x10" S 6" 80
T 6" 80 EF 6"Ø 4 10"Ø 6"Ø 6"Ø 8"Ø 12"x10" or 12"Ø 10"Ø 8"Ø 6"Ø T 6" 80
T 6" 80 16"x6"
R 10" 360
S 10" 360
S 10" 360 36"x18"x6" 12"x6"
T 12" 448
T 6" 74
T 6" 80 8"x6" 6"Ø 18"x6" 10"x6" 10"x6" 8"x6" 8"x6" 12"x6" 12"x6" 22"x6" 10"x6" 4"Ø 6"Ø 6"Ø 8"x6" 8"x6" 8"x6" 12"x6" 6"Ø 6"Ø 4"Ø 8"Ø 8"Ø 6"Ø E 10" 298
R 8" 210
R 8" 210
R 12" 572
R 4" 30 1" ACOUSTIC LINING FOR FIRST 10' OF DUCT FROM UNIT. (TYP) 6"Ø R 4" 30
R 4" 30
R 4" 30
S 4" 30
S 4" 30
R 4" 30
R 4" 30
R 4" 30
R 4" 30
R 4" 30
R 4" 30
R 4" 29 12"x6" 4"Ø 6"Ø 6"Ø 8"x6" 8"x6" 8"x6" 4"Ø 6"Ø 8"x6" S 6" 45S 6" 45 6"Ø6"Ø6"Ø 8"Ø LAUNDRY ROOM MAKE UP AIR SUPPLY DIFFSUER. 20"x6" 18"Ø (OR 26"x11") LAUNDRY ROOM MAKE UP AIR INLET LOUVER ABOVE. 1750 CFM PASSIVE AIR ENTRY WITH FABRIC BACK DRAFT DAMPER. SEE M-203 FOR CONTINUATION 8"Ø HRV 2FC
2 10"Ø 10"Ø 10"Ø
S 12" 572 HRV
3 E 12" 448 DBF EXHAUST TERMINATION ABOVE. SEE M-203 FOR CONTINUATION S 8" 210
S 8" 210
O 10" 298 12"x10" 6"Ø8"Ø8"Ø RESTROOM EXHAUST TERMINATION ABOVE. SEE M-203 FOR CONTINUATION HRV 1 12"x10"
S 4" 30
R 10" 360 16"x6" 16"x6" 16"x6" DUCT CONNECTIONS FROM UNIT ABOVE. 36"x18"x6" 10"x6" 18"x6" 4"Ø 6"Ø 8"x6" 6"Ø S 8" 200 10"x6" DUCT CONNECTIONS FROM UNIT ABOVE. 1" ACOUSTIC LINING FOR FIRST 10' OF DUCT (TYP) R 10" 307 12"x6" DUCT CONNECTIONS FROM UNIT ABOVE.36"x36"x6" 36"x36"x6" 4"Ø 36"x22"x6" 36"x22"x6" 20"x6" 10"x6" 10"x6" 10"x6" 10"x6" 18"x6" 18"x6" 10"x6" 1" ACOUSTIC LINING FOR FIRST 10' OF DUCT (TYP) UNDERGROUND REFRIGERANT LINES IN 4" PVC CONDUIT REFRIGERANT LINES DROP TO UNDERGROUND 4" PVC CONDUIT REFRIGERANT LINE RISERS FROM 4" PVC CONDUIT TO UNIT PROJECT NUMBER: CLIENT: PHASE: SHEET TITLE: SHEET: All drawings and written materials apperaing herein constitute the original and unpublised work of the designer and the same may not be duplicated, used, or disclosed without the written consent of the designer. REVISIONS: 2222 NE OREGON ST. SUITE 101 PORTLAND, OR 97232 PHONE: 503.702.2575 WWW.SALAZARCH.COM DRAWN BY: CHECKED BY: DATE CREATED: Salazar Architect, Inc. # DATE DESCRIPTION 2321 SHELTER II AT EAST BEAMER 1901 EAST BEAMER STREET WOODLAND, CA 95776 APN:027-360-042 THURMOND CONSULTING 2122 NATOMAS CROSSING SUITE 200-288 SACRAMENTO, CA 95834 75% CONSTRUCTION DOCUMENTS 10/02/24 M-201 EDC EDC LEVEL 01 - MECHANICAL PLAN 1 SCALE: LEVEL 01 - MECHANICAL PLAN 3/16" = 1'-0"
N

Page 187 ends

AC 1 DEGHF 2 5 12 B 44 K 6 7 8 9 10 11 L 3 J 6.1 SHED ROOF 4293 SF POTENTIAL FUTURE PV LOCATION 2500 SF MAX LOW ROOF 6675 SF MECHANICAL EQUIPMENT LOCATION 1 1/2" / 1'-0" VALLEY
RIDGE VALLEY VALLEY VALLEY RIDGEVALLEY ROOF ACCESS HATCH, CRICKET AT HIGH SIDE PARAPET / STEM WALL FACE OF WALL BELOW -TYP ROOF AREA TO BE REINFORCED TO SUPPORT MECHANICAL AND PLUMBING EQUIPMENT ROOF AREA TO BE REINFORCED TO SUPPORT MAU, SEE MECHANICAL AND STRUCTURAL VENTILATED RAFTER SPACE PER 1202.2.1: 1029 SF /150 = 7 SF MIN FREE AREA TOTAL PROVIDED = 3.5 SF FREE AREA AT LOW EAVE VENTILATED RAFTER SPACE PER 1202.2.1: 1029 SF /150 = 7 SF MIN FREE AREA TOTAL PROVIDED = 3.5 SF FREE AREA AT HIGH EAVE AT WALL AT PARAPET CAP ROOF EQUIPMENT -TYP, SEE 1/4" / 1'-0" MECHANICAL AND PLUMBING
1/4" / 1'-0" STEM WALL 8" ABOVE ROOF SURFACE MIN 1/4" / 1'-0" 1/4" / 1'-0" VALLEY VALLEY VALLEY 7.6 7.6 7.6 7.6 ROOF AREA TO BE REINFORCED TO SUPPORT CONDSENER, SEE MECHANICAL AND FOOD SERVICE CU3 EF3 CU2 CU1 CUK2 14"Ø GREASE DUCT FROM TYPE I HOOD IN COMMERCIAL KITCHEN SEE M-201 PLAN FOR CONTINUATION IN HIGH CEILING MAU1FCK1 RA FROM BELOW WITH 1" ACOUSTIC LINING FOR FIRST 10' OF DUCT FROM UNIT SA TO BELOW WITH 1" ACOUSTIC LINING FOR FIRST 10' OF DUCT FROM UNIT REFRIGERATION CONDENSER REFERENCE KITCHEN PLANS FOR ADDITIONAL INFORMATION 6"Ø RESTROOM EXHAUST VENT TERMINATION LAUNDRY ROOM MAKE UP AIR INLET LOUVER. 1750 CFM PASSIVE AIR ENTRY WITH FABRIC BACK DRAFT DAMPER. SEE M-201 FOR CONTINUATION DBF EXHAUST TERMINATION. SEE M-201 FOR CONTINUATION RESTROOM EXHAUST TERMINATION. SEE M-201 FOR CONTINUATION HP1 HP3 HP2 PROJECT NUMBER: CLIENT: PHASE: SHEET TITLE: SHEET: All drawings and written materials apperaing herein constitute the original and unpublised work of the designer and the same may not be duplicated, used, or disclosed without the written consent of the designer. REVISIONS: 2222 NE OREGON ST. SUITE 101 PORTLAND, OR 97232 PHONE: 503.702.2575 WWW.SALAZARCH.COM DRAWN BY: CHECKED BY: DATE CREATED: Salazar Architect, Inc. # DATE DESCRIPTION 2321 SHELTER II AT EAST BEAMER 1901 EAST BEAMER STREET WOODLAND, CA 95776 APN:027-360-042 THURMOND CONSULTING 2122 NATOMAS CROSSING SUITE 200-288 SACRAMENTO, CA 95834 75% CONSTRUCTION DOCUMENTS 10/02/24 M-203 EDC EDC ROOF - MECHANICAL PLAN 1 SCALE: ROOF - MECHANICAL PLAN 3/16" = 1'-0" N

Page 188 ends

PROJECT NUMBER: CLIENT: PHASE: SHEET TITLE: SHEET: All drawings and written materials apperaing herein constitute the original and unpublised work of the designer and the same may not be duplicated, used, or disclosed without the written consent of the designer. REVISIONS: 2222 NE OREGON ST. SUITE 101 PORTLAND, OR 97232 PHONE: 503.702.2575 WWW.SALAZARCH.COM DRAWN BY: CHECKED BY: DATE CREATED: Salazar Architect, Inc. # DATE DESCRIPTION 2321 SHELTER II AT EAST BEAMER 1901 EAST BEAMER STREET WOODLAND, CA 95776 APN:027-360-042 THURMOND CONSULTING 2122 NATOMAS CROSSING SUITE 200-288 SACRAMENTO, CA 95834 75% CONSTRUCTION DOCUMENTS 10/02/24 E-001 EDC EDC ELECTRICAL TITLE SHEET GENERAL ELECTRICAL NOTES SCOPE OF WORK APPLICABLE CODES SHEET INDEX ABBREVIATIONS 1. ALL WORK IS TO BE PERFORMED IN STRICT COMPLIANCE WITH THE NATIONAL ELECTRIC CODE, STATE LAWS, AND ALL OTHER REGULATIONS GOVERNING WORK OF THIS NATURE. 2. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE EXISTING JOB CONDITION. HE SHALL EXAMINE CONSTRUCTION DRAWINGS AND SPECIFICATIONS AND SHALL HAVE HAD VISITED THE CONSTRUCTION SITE, PRIOR TO SUBMITTING HIS BID PROPOSAL. HE SHALL BE FAMILIAR WITH THE EXISTING CONDITIONS UNDER WHICH HE WILL HAVE TO OPERATE AND WHICH WILL IN ANY WAY AFFECT THE WORK UNDER THIS CONTRACT. NO SUBSEQUENT ALLOWANCE WILL BE MADE IN THIS CONNECTION IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLIGENCE ON HIS PART. DETERMINE THE SEQUENCE OF CONSTRUCTION THROUGHOUT THE PROJECT, INCLUDING TEMPORARY FACILITIES AND CONNECTIONS REQUIRED FOR THE DURATION OF THE PROJECT. 3. THE CONTRACTOR SHALL SECURE ALL PERMITS OR APPLICATIONS, AND PAY ANY AND ALL FEES AS REQUIRED. 4. EXISTING ARCHITECTURAL SURFACES DISTURBED DURING CONSTRUCTION SHALL BE PATCHED AND PAINTED TO MATCH EXISTING. 5. WORK SHOWN IN THESE PLANS ARE NEW, UON. INSTALLATION SHALL BE CONCEALED. WHERE NOT POSSIBLE, CONTRACTOR SHALL OBTAIN APPROVAL FROM ARCHITECT AND ENGINEER FOR EXPOSED INSTALLATION. A WRITTEN APPROVAL IS REQUIRED. USE SURFACE RACEWAYS, WIREMOLD, OR EQUAL. ALL ELECTRIC MATERIALS, DEVICES, AND EQUIPMENT FOR THE PROJECT SHALL BE NEW AND U.L. APPROVED 6. ALL CONDUIT SHALL BE 3/4" MINIMUM. ALL CONDUIT SHALL BE RUN PARALLEL TO EXISTING SURFACES. WHEN CONDUIT CROSSES CORRIDORS OR ROOMS IT SHALL BE DONE PERPENDICULAR TO WALLS. 7. PAINT ALL SURFACE MOUNTED CONDUITS AND FITTINGS TO MATCH ADJACENT SURFACE. CONFIRM COLOR WITH OWNER. 8. ALL EXPOSED CONDUITS SHALL BE MOUNTED WITH 2-HOLE STRAPS. 9. CONDUIT CONNECTORS SHALL BE COMPRESSION TYPE. 10. SEAL ALL CONDUIT PENETRATIONS THROUGH FIRE RATED WALLS. FURNISH AND INSTALL FIRE RATED BACKBOXES AS REQUIRED TO MAINTAIN FIRE RATING OF CEILING OR WALLS WHERE RECESSED ELECTRIC EQUIPMENT SUCH AS LIGHT FIXTURES, SWITCHES, RECEPTACLES, PANEL, ETC. ARE INSTALLED IN RATED WALL OR CEILINGS. PENETRATIONS OF FIRE RATED WALLS, CEILINGS, OR FLOORS SHALL COMPLY WITH CBC CHAPTER 7 REQUIREMENTS. IN WALLS AND PARTITIONS THAT ARE FOR FIRE RESISTIVE CONSTRUCTION, OPENINGS FOR STEEL ELECTRICAL OUTLET BOXES SHALL NOT EXCEED 16 SQUARES INCHES. IN ADDITION, THE AGGREGATE AREA OF SUCH OPENING SHALL NOT EXCEED 100 SQUARE INCH FOR ANY 100 SQUARE FEET OF WALL OR PARTITION. OUTLET BOXES ON OPPOSITE SIDES OF THE WALLS OR PARTITION SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF AT LEAST 24 INCHES, OR BE PROVIDED WITH FIRE PUTTY. 11. ALL NEW WIRING SHALL BE IN CONDUIT. COORDINATE ROUTING OF CONDUIT WITH ARCHITECT AND STRUCTURAL FOR OPENINGS IN WALLS AND ANY NOTCHING OF JOISTS. 12. THE ELECTRICAL PLANS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO SHOW ALL OF THE ARCHITECTURAL DETAILS OR SPECIFICS OF ELECTRICAL CONSTRUCTION. TAKE ALL DIMENSIONS FROM THE ARCHITECTURAL DRAWINGS. BEFORE ROUGH-IN, VERIFY ALL MOUNTING HEIGHTS AND EXACT LOCATIONS FOR ALL EQUIPMENT ELECTRICAL CONNECTIONS, STUB-UPS, RECEPTACLES, OUTLETS, CONDUIT RUNS, ETC. WITH ARCHITECT AND OWNER. PLACE DEVICES LOCATED ABOVE COUNTERS, SHELVING, ETC. AND IN BATHROOMS SO AS NOT TO CONFLICT WITH EDGES OF WAINSCOTING, COUNTER SPLASH, SHELVING, ETC. ARCHITECTURAL SHEETS SHALL GOVERN. SEE ELECTRICAL SECTION OF ARCHITECTURAL SPECIFICATION FOR ADDITIONAL INFORMATION. 13. PULLROPES: ANY RACEWAY WITHOUT CABLE OR WIRE SHALL BE INSTALLED WITH MINIMUM 200 POUND TEST PULL LINE AND LARGER. 14. ALL DEVICES AND EQUIPMENT INSTALLED OUTDOORS OR EXPOSED TO THE WEATHER SHALL BE OF WEATHERPROOF CONSTRUCTION. ALL WALL PENETRATIONS TO EXTERIOR WALLS SHALL BE SEALED WATER TIGHT. 15. ALL EQUIPMENT SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY AND SHALL BE INSTALLED AS PER LISTING OR LABELING (I.E. MAXIMUM FUSE SIZE MEANS FUSE PROTECTION IS REQUIRED). 16. ALL EQUIPMENT MANUFACTURERS SHALL BE NOTED IN DRAWINGS. SUBSTITUTIONS ARE PERMITTED BUT MUST BE APPROVED EQUAL. 17. CONNECTIONS TO MECHANICAL EQUIPMENT SHALL BE MADE WITH A MINIMUM OF 24" OF WEATHERPROOF FLEXIBLE CONDUIT TO PREVENT SOUND AND VIBRATION TRANSMISSION TO THE STRUCTURE. COORDINATE ALL MOTOR OVERLOADS AND/OR FUSES FURNISHED BY THIS CONTRACT WITH THE ACTUAL EQUIPMENT INSTALLED. SIZE OVERLOADS BASED ON MOTOR NAMEPLATE FULL LOAD CURRENT AND SERVICE FACTOR. FUSES FOR MOTOR AND TRANSFORMER CIRCUITS SHALL BE DUAL ELEMENT. FUSES FOR OTHER "NON-INRUSH" LOADS SHALL BE FAST ACTING. ALL FUSES SHALL BE CURRENT LIMITING CLASS RK5 OR CLASS L, UON. CONTRACTOR SHALL COORDINATE WITH ALL TRADES FOR MANUFACTURER INSTALLATION REQUIREMENTS. 18. SEE MECHANICAL AND PLUMBING DRAWINGS FOR LOCATION OF FANS AND WATER HEATERS. 19. ALL ELECTRICAL WORK SHALL BE COORDINATED WITH THE MECHANICAL WORK AS CALLED FOR IN MECHANICAL SPECIFICATIONS. 20. GROUNDING CONDUCTORS ARE GENERALLY NOT SHOWN. GROUND AND BOND ALL EQUIPMENT, RACEWAYS, MOTORS, PANELBOARDS AND SWITCHBOARDS, ETC. IN ACCORDANCE WITH NEC ARTICLE 250. 21. FIELD MOUNTED DEVICES SUCH AS SWITCHES, MOTOR STARTERS, RECEPTACLES, ETC., ARE SHOWN IN THEIR APPROXIMATE LOCATION. SWITCH MOUNTING HEIGHT SHALL BE 48" ABOVE FINISHED FLOOR AND RECEPTACLE MOUNTING HEIGHT SHALL BE 18" ABOVE FINISHED FLOOR. CONTRACTOR SHALL COORDINATE WITH ALL TRADES FOR MANUFACTURER INSTALLATION REQUIREMENTS. 22. ELECTRICAL CONTRACTOR TO PROVIDE EXPANSION FITTINGS AT ALL EXPANSION JOINT LOCATION. USE STEEL FLEX 6 FEET EACH SIDE OF THE JOINT AND TERMINATE IN A PULLBOX AT EACH END, OR OTHER APPLIED METHODS. 23. ALL LIGHTING FIXTURE LOCATIONS AND ROUTING SHALL BE REVIEWED BY ARCHITECT PRIOR TO ROUGH-IN. 24. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED TO MAINTAIN A MINIMUM OF 36" CLEARANCE PER NEC ARTICLE 110.26. 25. PENETRATIONS OF FIRE RATED WALLS CEILINGS OR FLOORS SHALL COMPLY WITH CBC CHAPTER 7 REQUIREMENTS. 26. WHERE OUTLET BOXES ARE INSTALLED WITHIN RATED ASSEMBLIES, PROVIDE 3M MOLDABLE PUTTY PADS OR EQUAL TO MAINTAIN FIRE RATED ASSEMBLIES. 27. ALL RECEPTACLES SHALL BE GROUNDING TYPE. 28. ALL RECEPTACLES INSTALLED IN BATHROOMS AND KITCHENS SHALL HAVE GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION AS REQUIRED BY THE NATIONAL ELECTRIC CODE. 29. CONTRACTOR TO CONFIRM EXACT LOCATION OF METERS WITH ELECTRIC UTILITY. 30. SUBMIT TO THE OWNER CERTIFICATES OF INSPECTIONS IN DUPLICATE FROM AN APPROVED INSPECTION AGENCY UPON COMPLETION. 31. PERFORMANCE AND WITNESSING OF TESTS: A. THE CONTRACTOR SHALL FURNISH ALL INSTRUMENTS AND QUALIFIED PERSONNEL OR FIRM TO PERFORM ALL REQUIRED TESTS. B. ALL NEW AND RECONNECTED ELECTRICAL CIRCUIT SHALL BE TESTED TO INSURE CIRCUIT CONTINUITY, INSULATION RESISTANCE, PROPER SPLICING AND GROUNDING IN ACCORDANCE WITH THE LATEST STANDARDS AS STATED ABOVE. BEFORE CONNECTING POWER CABLES TO MOTORS, THE INSULATION RESISTANCE OF ALL MOTOR WINDINGS SHALL BE TESTED IN ACCORDANCE WITH THE ABOVE STANDARDS. C. ANY CONTRACTOR FURNISHED AND/OR INSTALLED SPLICE, RECOMMENDED VOLTAGE AND INSULATION RESISTANCE TESTS, SHALL BE CONNECTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. D. NO EQUIPMENT SHALL BE ENERGIZED UNTIL ALL TESTS AND ADJUSTMENTS HAVE BEEN MADE. E. THREE COPIES OF ALL TEST RESULTS SHALL BE DELIVERED TO THE OWNER. 32. IN DOUBLE-STUD PARTITIONS, CONDUIT SHOULD NOT BRIDGE STUD ROWS. CONDUIT SHOULD BE ROUTED ONLY IN THE STUDS ON THE SIDE OF THE UNIT SERVED AND SHOULD NOT BE PLACED IN THE GAP BETWEEN STUD ROWS. 33. OUTLET BOXES ON OPPOSITE SIDES OF DEMISING PARTITIONS SHOULD BE SEPARATED BY AT LEAST 16 INCHES AND PROVIDE BACKING EQUIVALENT TO LOWRY'S OUTLET BOX PADS. WHEN ELECTRICAL BOXES MUST BE BACK-TO-BACK OR LESS THAN 16" OF EACH OTHER, INSTALL GYPSUM BOARD CENTERED VERTICALLY TO BOX FROM STUD TO STUD. 34. DO NOT ALLOW ELECTRICAL CONDUIT OR BOXES TO COME INTO CONTACT WITH PLUMBING. 1 FOR REQUIRED MOUNTING HEIGHTS, SEE DETAIL: E-801 SYMBOLS (NOT ALL USED) # = DETAIL NUMBER X = SHEET NUMBER DEMOLITION WORK MATCH LINE ENLARGED PLANS BRANCH CIRCUIT WIRING IN CONDUIT CONCEALED IN CEILING OR WALL. BRANCH CIRCUIT WIRING IN CONDUIT CONCEALED UNDER FLOOR OR UNDERGROUND. BRANCH CIRCUIT HOMERUN TO PANEL. CONCEALED IN CEILING SPACE OR WHERE POSSIBLE. REQUIRED WORKING CLEARANCE PER NEC 110.26. LIGHT FIXTURE TAG (X = FIXTURE TYPE). REFER TO LIGHTING SCHEDULE. JUNCTION OR OUTLET BOX MOUNTED ABOVE CEILING WITH BLANK COVER. · X = JUNCTION BOX TYPE: CU = CONDENSING UNIT, EF = EXHAUST FAN, ERV = ENERGY RECOVERY VENTILATOR, FC = FAN COIL, KRH = KITCHEN RANGE HOOD, HP = HEAT PUMP, OAF = OUTSIDE AIR FAN, AND SF = SUPPLY FAN. 1" CONDUIT HOMERUN TO PANEL EV FOR FUTURE EV CHARGING STATION AT EV CAPABLE SPACES, BOLLARD MOUNT OR WALL MOUNT. HORSEPOWER RATED TOGGLE SWITCH WITH THERMAL OVERLOADS. FUSED DISCONNECT SWITCH WITH DUAL ELEMENT FUSED (UON). DUPLEX RECEPTACLE 20A, 125V, 3WG, NEMA 5-20R, +15" (UON). NEW INTERIOR RECEPTACLES SHALL BE TAMPER RESISTANT TYPE. REFER TO PANEL SCHEDULES FOR AFCI TYPE RECEPTACLE APPLICATION. · X = RECEPTACLE TYPE: WP = GFCI AND WEATHERPROOF WITH IN-USE COVER, D = DEDICATED, GFCI = WITH GROUND FAULT CIRCUIT INTERRUPTER, AND OS = OCCUPANCY SENSOR CONTROLLED. DUPLEX RECEPTACLE 20A, WITH GROUND FAULT CIRCUIT INTERRUPTER, +15" (UON). (WP = WEATHERPROOF) DUPLEX RECEPTACLE 20A, ABOVE COUNTER OR +42" AFF. DOUBLE DUPLEX RECEPTACLE (2) NEMA 5-20R, WITH GROUND FAULT CIRCUIT INTERRUPTER, ABOVE COUNTER. DUPLEX RECEPTACLE, 20A, FLUSH MOUNTED FLOOR BOX. NEW INTERIOR RECEPTACLES SHALL BE TAMPER RESISTANT TYPE. REFER TO PANEL SCHEDULES FOR AFCI TYPE RECEPTACLE APPLICATION. QUADPLEX RECEPTACLE NEMA 5-20R , FLUSH MOUNTED FLOOR BOX. NEW INTERIOR RECEPTACLES SHALL BE TAMPER RESISTANT TYPE. REFER TO PANEL SCHEDULES FOR AFCI TYPE RECEPTACLE APPLICATION. DOUBLE DUPLEX RECEPTACLE (2) NEMA 5-15R. DOUBLE DUPLEX RECEPTACLE (2) NEMA 5-20R, SPLIT-WIRED, WITH GROUND FAULT CIRCUIT INTERRUPTER. 240V OR 208V RECEPTACLE OR OUTLET. COORDINATE ELECTRICAL CONNECTION WITH FINAL EQUIPMENT SELECTION. PANELBOARD: 120/240V, 1 PHASE, 3 WIRE SURFACE MOUNTED; 120/208V, 3 PHASE, 4 WIRE FLUSH/SURFACE MOUNTED. LOW VOLTAGE DIMMER SWITCH FOR MULTIPLE ZONES. (# = NUMBER OF CONTROLLED ZONE AND a,b = ZONE) SINGLE POLE SWITCH AND BOX WITH STANDARD MANUAL ON / OFF IN COMBINATION OF SWITCH TYPE LISTED BELOW, WALL MOUNTED, +48" AFF TO THE TOP OF THE BOX, UON. · X = SWITCH TYPE: BLANK = MANUAL ON / OFF ONLY, 3 = THREE-WAY, D = DIMMER, OS = OCCUPANCY SENSOR, VS = VACANCY SENSOR, AND WP = WEATHERPROOF. SINGLE POLE SWITCH AND BOX WITH LIGHTING SENSOR AND DIMMING CAPABILITY, WALL MOUNTED, +48" AFF TO THE TOP OF THE BOX, UON. · SWITCH TYPE: OSD = OCCUPANCY SENSOR WITH DIMMER, AND VSD = VACANCY SENSOR WITH DIMMER. THREE-WAY SWITCH WITH DIMMING CAPABILITY, WALL MOUNTED, +48" AFF TO THE TOP OF THE BOX, UON. · a,b = CONTROLLED ZONE (ONLY APPLICABLE TO THREE-WAY SWITCH). LIGHTING SENSOR, CEILING MOUNTED. OS = CONFIGURE FOR OCCUPANCY AND VS = CONFIGURE FOR VACANCY. LIGHTING SENSOR, WALL MOUNTED. OS = CONFIGURE FOR OCCUPANCY AND VS = CONFIGURE FOR VACANCY. LIGHTING SENSOR COMBO OF OCCUPANCY AND DAYLIGHT, CEILING MOUNTED. DAYLIGHTING SENSOR, CEILING MOUNTED. FIRE ALARM SYSTEM SMOKE DETECTOR, CEILING MOUNTED. 120V SMOKE ALARM WITH BATTERY BACKUP. (CO = CARBON MONOXIDE) FIRE ALARM HORN STROBE DEVICE, CEILING MOUNTED, ACTIVATED BY BUILDING SYSTEM. (# = CANDELA RATING) FIRE ALARM STROBE DEVICE, WALL MOUNTED, CONNECTED WITH RELAY BREAK TO SMOKE ALARM AND BUILDING SYSTEM FOR VISUAL NOTIFICATION. (FOR ADA ONLY) FIRE ALARM HORN STROBE DEVICE, WALL MOUNTED, ACTIVATED BY BUILDING SYSTEM. (# = CANDELA RATING) MANUAL PULL STATION, WALL MOUNTED. DATA OUTLET, FLUSH MOUNT IN WALL. (# = NUMBER OF PORTS) PHONE OUTLET, FLUSH MOUNT IN WALL. DATA/PHONE OUTLET, FLUSH MOUNT IN WALL. DATA/PHONE OUTLET, FLUSH MOUNTED FLOOR BOX. TWO DATA OUTLETS, FLUSH IN FINISHED CEILING. RESERVED FOR WIRELESS ACCESS POINT. WIRELESS ACCESS POINTS BY OTHERS. CATV OUTLET, FLUSH MOUNT IN WALL GENERAL SYMBOLS #X X X X X GFCIXTX D# a,b LIGHTING CONTROLS SYSTEM SYMBOLS FIRE ALARM SYSTEM SYMBOLS LOW VOLTAGE SYSTEM SYMBOLS TV ## GFCI OSD POWER SYSTEM SYMBOLS DEFERRED FIRE ALARM SUBMITTAL 1. 2022 BUILDING STANDARD ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R. 2. 2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R. 3. 2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R. 4. 2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R. 5. 2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R. 6. 2022 CALIFORNIA ENERGY CODE, PART 6, TITLE 24 C.C.R. 7. 2022 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24, C.C.R. 9. 2022 CALIFORNIA EXISTING BUILDING CODE, PART 10, TITLE 24 C.C.R. 10. 2022 CALIFORNIA "GREEN" BUILDING REQUIREMENTS, PART 11, TITLE 24 C.C.R. 11. 2022 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24, C.C.R. 12. TITLE 19, C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS NFPA 13, AUTOMATIC SPRINKLER SYSTEM, 2022 EDITION NFPA 14, STANDPIPE AND HOSE SYSTEMS, 2022 EDITION NFPA 72, NATIONAL FIRE ALARM CODE, 2022 EDITION LOCAL MUNICIPAL BUILDING CODES (E) EXISTING TO REMAIN (F) FUTURE (N) NEW (RR) REMOVE AND RELOCATE A AMPERE AC ALTERNATING CURRENT ADA AMERICANS WITH DISABILITIES ACT AF AMPERE RATING OF FUSE AFCI ARC FAULT CIRCUIT INTERRUPTER AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AV AUDIO/VISUAL BS BRANCH SELECTOR C CONDUIT CKT CIRCUIT CO CARBON MONOXIDE CU CONDENSING UNIT D/G DISHWASHER AND GARBAGE DISPOSAL D DEDICATED DIM DIMMABLE EC ELECTRICAL CONTRACTOR EF EXHAUST FAN ELEC ELECTRICAL EM EMERGENCY EMT ELECTRICAL METALLIC TUBING ENT ELECTRICAL NONMETALLIC TUBING EV ELECTRIC VEHICLE EVSE ELECTRIC VEHICLE SUPPLIED EQUIPMENT F/I FURNISH AND INSTALL FACP FIRE ALARM CONTROL PANEL FATC FIRE ALARM TERMINAL CAN FC FAN COIL FSD FIRE SMOKE DAMPER G GROUNDING CONDUCTOR GFI GROUND FAULT INTERRUPTER GFCI GROUND FAULT CIRCUIT INTERRUPTER GND GROUND HP HORSEPOWER HVI HEARING AND VISUALLY IMPAIRED IWH INSTANT WATER HEATER JB JUNCTION BOX kVA KILOVOLT AMPS kW KILOWATTS LC LOAD CENTER LF LOW FREQUENCY LTG LIGHTING LTS LIGHTS LV LOW VOLTAGE MC MEDIA CABINET MECH MECHANICAL MTD MOUNTED MV MEDIUM VOLTAGE N NEUTRAL N.E.C. NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NEUT NEUTRAL NIC NOT IN CONTRACT NTS NOT TO SCALE OS OCCUPANCY SENSOR OSD OCCUPANCY SENSOR WITH DIMMER P POLE PB PULL BOX PH, ɸ PHASE PNL PANEL POS POINT OF SALE RSC RIGID STEEL CONDUIT S.A.D. SEE ARCHITECTURAL DRAWINGS S.A.V.D. SEE AUDIO/VISUAL DRAWINGS S.C.D. SEE CIVIL DRAWINGS S.L.D. SEE LANDSCAPE DRAWINGS S.L.D.G. SINGLE LINE DIAGRAM S.M.D. SEE MECHANICAL DRAWINGS S.P.D. SEE PLUMBING DRAWINGS SLD SINGLE LINE DIAGRAM SPEC SPECIFICATION T TELEPHONE TYP TYPICAL TV TELEVISION UG UNDERGROUND UAC UNDER ANOTHER CONTRACT UON UNLESS OTHERWISE NOTED V VOLT VP VANDAL PROOF VS VACANCY SENSOR VSD VACANCY SENSOR WITH DIMMER W WATTS WAP WIRELESS ACCESS POINT WP WEATHERPROOF (NEMA 3R) WT WATERTIGHT XFMR TRANSFORMER 1. POWER SYSTEM: · F/I NEW RECEPTACLES IN SPACES PART OF SCOPE OF WORK. COORDINATE DEVICE FINISHES TO MATCH WITH OWNER APPROVED STANDARD. · PROVIDE POWER TO MECHANICAL EQUIPMENT. THIS INCLUDES HVAC SYSTEM. REFER TO MECHANICAL DRAWINGS AND NARRATIVES FOR REQUIREMENTS FOR CONNECTIONS TO EQUIPMENT. · PROVIDE POWER TO PLUMBING EQUIPMENT. THIS INCLUDES WATER HEATER SYSTEM. REFER TO PLUMBING DRAWINGS AND NARRATIVES FOR REQUIREMENTS FOR CONNECTIONS TO EQUIPMENT. 2. PV SYSTEM: (DESIGN/BUILD) · F/I CONDUIT TO ROOF. COORDINATE WITH PV DRAWINGS. · SYSTEM TO BE SUBMITTED UNDER SEPARATE PERMIT. · PV DESIGN BY OTHERS. · FURNISH AND INSTALL LOAD SIDE CONNECTED PV SYSTEM. SYSTEM SHALL BE MINIMUM OF 30kW DC. CONTRACTOR SHALL FURNISH COMPONENTS RELATED TO PV SYSTEM. INTERTIE SHALL BE AT 208V-3 PHASE. AC DISCONNECT SHALL BE PROVIDED BY CONTRACTOR. BASE BID PROJECT SHALL PROVIDE BREAKER IN MAIN SWITCH BOARD AND CONDUIT TO ROOF 3. LIGHTING SYSTEM: · F/I NEW INTERIOR LED LIGHTING FIXTURES AND T24 CONTROLS. · F/I NEW EXTERIOR LED LIGHTING FIXTURES AND T24 CONTROLS. · COORDINATE LIGHTING FIXTURE WITH ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT AND EXACT LOCATIONS. · SEE TITLE 24 REQUIREMENTS. 4. FIRE ALARM SYSTEM: (DESIGN/BUILD) · DEFERRED PERMIT SUBMITTAL BY CONTRACTOR. · FIRE ALARM SYSTEM SHALL BE DESIGN/BUILD. SEE ADDITIONAL NOTES ON THIS PAGE. 5. LOW VOLTAGE SYSTEM: (DESIGN/BUILD) · F/I (N) CONDUIT WITH PULL STRINGS AND BOXES. · LOW VOLTAGE SYSTEMS SHALL BE DESIGN/BUILD. SEE ADDITIONAL NOTES ON THIS PAGE. 3a,bVSD XF EV EV SYSTEM APPROVAL THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING A COMPLETE SET OF MATERIALS TO THE LOCAL FIRE AND/OR BUILDING DEPARTMENT FOR DEFERRED APPROVAL. THIS SUBMITTAL IS TO INCLUDE ALL ITEMS LISTED IN THE SUBMITTALS SECTION. IN ADDITION, THE CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE POINT TO POINT, DEVICES, BATTERIES, ANY NECESSARY APPLICATIONS AND FEES. CONSULT WITH THE LOCAL AHJ FOR EXACT REQUIREMENTS. SYSTEM PERFORMANCE REQUIREMENTS 1. FURNISH AND INSTALL HORN-STROBES IN COMMON BUILDING AREAS, EXTERIOR, ACCESSIBLE ROOF DECKS, AND CORRIDORS. 2. FURNISH AND INSTALL SYSTEM SMOKE DETECTORS IN ALL EGRESS PATHWAYS INCLUDING BUT NOT LIMITED TO CORRIDORS, STAIRWELLS, AND ELEVATOR LOBBIES. 3. FURNISH AND INSTALL ASPIRATING SMOKE DETECTORS AT THE TOP OF ELEVATOR SHAFTS. 4. FURNISH AND INSTALL CONTROL AND MONITORING MODULES FOR ELEVATOR INTERFACE AND ELEVATOR RECALL. 5. FURNISH AND INSTALL MONITORING MODULES FOR TWO-WAY COMMUNICATION SYSTEM. 6. FURNISH AND INSTALL MONITORING MODULES FOR ERRCS IF REQUIRED FOR BUILDING. 7. FURNISH AND INSTALL MONITORING MODULES FOR FIRE SPRINKLER SYSTEM MONITORING INCLUDING STANDPIPES, AUTOMATIC SPRINKLER VALVES, PIV, BACK FLOW PREVENTERS, AND THE FIRE PUMP. 8. FURNISH AND INSTALL FIRE ALARM ANNUNCIATORS AS NOTED ON PLANS. 9. COORDINATE WITH OWNER FOR MONITORING SERVICE AND PHONE LINES. 10. CLOSELY COORDINATE WITH MECHANICAL FOR FIRE SMOKE DAMPERS AND DUCT DETECTORS FOR SHUTDOWN WHERE REQUIRED. 11. CLOSELY COORDINATE WITH ARCHITECTURAL FOR HOLD OPEN. 12. FURNISH AND INSTALL MONITORING MODULE FOR ROOF ELECTRICAL ROOM EXHAUST FAN. SUBMITTALS CONTRACTOR SHALL WITHIN TWO WEEKS OF NOTICE TO PROCEED SUBMIT THE FOLLOWING FOR THE ELECTRICAL ENGINEER'S REVIEW AND CONCURRENT APPROVAL BY THE AHJ. 1. PRODUCT DATA: PROVIDE DATA CUT SHEETS SHOWING ELECTRICAL CHARACTERISTICS AND CONNECTION REQUIREMENTS OF FIRE ALARM DEVICES. 2. PROVIDE CALIFORNIA STATE FIRE MARSHAL (CSFM) LISTING OF FIRE ALARM DEVICES. 3. INSTALLER NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES (NICET) LEVEL II CERTIFICATION. 4. SHOP DRAWINGS SHOWING THE FOLLOWING: A. DEVICE, CONDUITS, AND WIRING CONNECTION REQUIRED. B. INTERCONNECTION TO THE FIRE SPRINKLER SYSTEM VIA FLOW AND TAMPER SWITCHES. 5. MANUFACTURER'S INSTALLATION INSTRUCTIONS: INDICATE APPLICATION CONDITIONS AND LIMITATIONS OF USE STIPULATED BY PRODUCT TESTING AGENCY. INCLUDE INSTRUCTIONS FOR STORAGE, HANDLING, PROTECTION, EXAMINATION, PREPARATION, INSTALLATION AND STARTING OF PRODUCTS. TITLE 24 REQUIREMENTS PROJECT COMPLIES FROM THE FOLLOWING COMPLIANCE FORMS: 1. NRCC-ELC-E - ELECTRICAL POWER DISTRIBUTION · PROVIDED BY EDESIGNC, SEE SHEET TBD. 2. NRCC-LTI-E - INDOOR LIGHTING · PROVIDED BY EDESIGNC, SEE SHEET T24 SERIES. 3. NRCC-LTO-E - OUTDOOR LIGHTING · PROVIDED BY EDESIGNC, SEE SHEET T24 SERIES. CONTRACTOR TO FILL OUT AND SUBMIT THE FOLLOWING FORMS: 1. NRCA-LTI-02-A - LIGHTING CONTROLS 2. NRCA-LTI-03-A - AUTOMATIC DAYLIGHTING CONTROLS 3. NRCA-LTO-02-A - OUTDOOR MOTION SENSOR AND LIGHTING SHUT-OFF CONTROLS # D E-001 ELECTRICAL TITLE SHEET E-002 LIGHTING SCHEDULES E-003 POWER SCHEDULES E-201 LEVEL 01 - POWER PLAN E-203 ROOF - ELECTRICAL PLAN E-301 LEVEL 01 - LIGHTING PLAN E-401 ENLARGED ELECTRICAL ROOMS E-701 SINGLE LINE DIAGRAM E-702 ELECTRICAL LOAD CALCULATIONS E-801 ELECTRICAL DETAILS LOW VOLTAGE DESIGN/BUILD NOTES 1. COMMUNICATIONS SYSTEM · COORDINATE WITH AT&T AND COMCAST TO PROVIDE NEW MPOE WITH CONDUITS FROM THE NEAREST SERVICE CONNECTION POINT. · PROVIDE BUILD-OUT OF OWNER'S COMMUNICATIONS EQUIPMENT RACK INCLUDING CABLING, CABLE LADDER, VERTICAL AND HORIZONTAL ORGANIZERS, PATCH PANELS, POWER DISTRIBUTION UNITS (PDU), AND RELATED SUPPORTING EQUIPMENT. PROVIDE DATA, PHONE, WI-FI, AND CATV OUTLETS WITH HOMERUN WIRING TO EQUIPMENT RACK. 2. ACCESS CONTROL SYSTEM (ACS) · DESIGN, FURNISH, INSTALL COMPLETE ACCESS CONTROL SYSTEM INCLUDING INSTALLATION OF MAIN PANELS, SOFTWARE, SECURITY MANAGEMENT STATION, CARD READERS, AND WIRING. ALL WIRING SHALL BE IN CONDUIT. CARD READERS ARE REQUIRED AT MAIN BUILDING ENTRANCES, OFFICES, AND MEETING ROOMS. 3. VIDEO SURVEILLANCE SYSTEM (VSS) · DESIGN, FURNISH, INSTALL COMPLETE VSS INCLUDING NETWORK VIDEO RECORDER (NVR), POE SWITCHES, CABLING, AND CAMERAS. CABLING SHALL BE INSTALLED IN CONDUIT. NVR SHALL BE SIZED FOR 30 DAYS OF STORAGE. SITE COVERAGE SHALL INCLUDE PARKING, BUILDING PERIMETER, ENTRY/EXIT POINTS. COORDINATE WITH OWNER TO PROVIDE REMOTE OFF SITE CAMERA ACCESS. 4. INTRUSION DETECTION SYSTEM (IDS) · DESIGN, FURNISH, INSTALL COMPLETE INTRUSION DETECTION SYSTEM INCLUDING MAIN PANELS, SOFTWARE, MOTIONS SENSORS, DOOR SENSORS, ALARMS, AND WIRING. ALL WIRING SHALL BE IN CONDUIT. COORDINATE WITH OWNER TO PROVIDE REMOTE MONITORING. PROVIDE A SINGLE ZONE FOR THE WHOLE BUILDING WITH FULL COVERAGE OF ALL POTENTIAL BUILDING ACCESS POINTS. 5. VOICE/VIDEO INTERCOM SYSTEM · DESIGN, FURNISH, INSTALL COMPLETE VOICE & VIDEO INTERCOM SYSTEM INCLUDING MASTER, DOOR STATIONS, REMOTE DOOR UNLOCKING, POWER SUPPLIES, AND RELATED COMPONENTS.

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20x20 20x20 20x20
20x20
20x20
20x20
3'-6"
60 24 x
60 24 x 60 24 x 60 24 x 36 24 x 48 21 X 48 21 X 54 24 x 54 24 x 48 24 x 48 24 x
42 24 x 42 24 x
42 24 x 42 24 x
42 24 x 42 24 x
54 24 x 60 21 / DS DSDSDS AC 1 DEGHF 2 5 12 B 113 SF NC-1 140 115 SF NC-2 139 115 SF NC-3 138 115 SF NC-4 137 115 SF NC-5 136 115 SF NC-6 135 115 SF NC-7 134 115 SF NC-8 133 115 SF NC-9 132 4 K 227 SF CASE MANAGEMENT 112 216 SF CASE MANAGEMENT 111 60 SF DATA 110 204 SF ADMINISTRATION OFFICE 109 143 SF INTAKE 102 122 SF PEST CONTROL 103 577 SF GROUP COUNSELING 124 105 SF STORAGE LINEN 115 121 SF UTILITY / STORAGE 117 425 SF LAUNDRY 114 650 SF MEN'S BATHROOM 118 131 SF CLIENT STORAGE 116 105 SF OFFICE 107 81 SF STAFF RESTROOM 108 410 SF WOMEN'S BATHROOM 148 131 SF ADMINISTRATION OFFICE 128 237 SF MEN'S BATHROOM-NC 147 238 SF WOMEN'S BATHROOM-NC 144 62 SF MEDICATION 127 104 SF COUNSELING OFFICE 1 143 80 SF MECHANICAL UTILITY 145 78 SF MAINTENANCE ROOM 146 87 SF LAUNDRY 129 104 SF COUNSELING OFFICE 2 142 6 7 8 9 10 11 440 SF DAY ROOM 141 102 SF WAITING AREA 125 921 SF COMMERCIAL KITCHEN 119 100 SF FIRE 122 100 SF ELECTRICAL 123 L 144 SF NC-11 154 144 SF NC-12 153 142 SF NC-13 152 142 SF NC-14 151 3 281 SF WAITING AREA 105 168 SF ENTRY 101 299 SF HALLWAY 5 106 126 SF HALLWAY 2 126 598 SF HALLWAY 3 130 914 SF HALLWAY 1 113 241 SF HALLWAY 4 149 116 SF NC-10 131 J 6.1 87 SF PANTRY 119E 174 SF REFRIGERATOR 119F 97 SF FREEZER 119G 57 SF RESTROOM 119C 53 SF OFFICE 119B 1 E-401 2 E-401 4 E-401 5 E-401 GFCI GFCI GFCI GFCI GFCI GFCI OS OS OS OS OS OS OS OS OS OS OS OS OS OSOS OS OSOS OS OS OS OS OS OS OS GFCI GFCI OS GFCI GFCI OS OS OS OS OS OS OSGFCI OS OS OS OS J T FCJ T HRV J DBFJ DBF JEF JEF JEF J T AC J TAC OS 3' AFF WP WP WP OS OS OS JFCT JFCT OS OS OS OS OS OS OS OS JHRVT JHRVT JFCT GFCI OS EWH GFCI WAP WAP WAP WAP WAP WAP WAP WAP WAP WAP CONDUIT RESERVED FOR PV STUB UP TO ROOF 3 E-401 1 (3) 5" CONDUITS TO UTILITY TRANSFORMER. COORDINATE WITH CIVIL DRAWINGS. JHRVT OS OS R1-7 R1-7 R1-7 R1-7 R1-9 R1-9 R1-9 R1-11 R1-11 R1-11 R1-11 R1-13 R1-13 R1-13R1-13 R1-15 R1-15 R1-15 R1-15 R1-17 R1-17 R1-17 R1-17 R1-19R1-19 R1-8 R1-8 R1-10 R1-10 R1-12 R1-14 R1-14 R1-16 R1-16 R1-16 R1-18 R1-18 R1-20 R1-20 R1-22 R1-5 R2-3 R2-3 R2-3 R2-3 R2-5 R2-5 R2-3 R2-2 R2-2 R1-21 R2-4 R2-4 R2-6 R2-6 R2-8 R2-8 R2-7 R2-7 R2-9 R2-7 R2-9 R2-9 R2-9 R2-11 R2-11 R2-11 R2-11 R2-13 R2-13 R2-13 R2-15 R2-15 R2-17 R2-17 R2-13 GFCI GFCI R2-10R2-12 R2-12 R2-14 R2-16,18 R2-20 R2-20 R2-20 R2-20 R2-19 R2-19 R2-19 R2-19 R2-21 R2-21 R2-21 R2-24 R2-22 R3-1 R3-1 R3-3 R3-3 R3-5 R3-7 R3-5 R3-7 R3-9 R3-9 R3-11 R3-11 R3-13 R3-15 R3-13 R3-15 R3-2 R3-2 R3-4 R3-4 R3-6R3-8 R3-6 R3-19 R3-8 R3-17 R3-19R3-17 R3-14 R3-14 R3-16 R3-16 R3-12 R3-10 R3-12R3-10 R3-20 R3-18 R3-20R3-18 2222 33 R2-23 M1-1,3 M1-5,7 M1-9,11 M1-2 M1-4,6 M1-8,10 M1-12,14 M1-33,35,37 PROJECT NUMBER: CLIENT: PHASE: SHEET TITLE: SHEET: All drawings and written materials apperaing herein constitute the original and unpublised work of the designer and the same may not be duplicated, used, or disclosed without the written consent of the designer. REVISIONS: 2222 NE OREGON ST. SUITE 101 PORTLAND, OR 97232 PHONE: 503.702.2575 WWW.SALAZARCH.COM DRAWN BY: CHECKED BY: DATE CREATED: Salazar Architect, Inc. # DATE DESCRIPTION 2321 SHELTER II AT EAST BEAMER 1901 EAST BEAMER STREET WOODLAND, CA 95776 APN:027-360-042 THURMOND CONSULTING 2122 NATOMAS CROSSING SUITE 200-288 SACRAMENTO, CA 95834 75% CONSTRUCTION DOCUMENTS 10/02/24 E-201 EDC EDC LEVEL 01 - POWER PLAN 1 SCALE: LEVEL 01 - POWER PLAN 3/16" = 1'-0" N GENERAL NOTES A. ALL ITEMS LISTED OR SHOWN SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR, UON. B. PROVIDE POWER TO HVAC AND PLUMBING EQUIPMENT. F/I JUNCTION BOX MOUNTED ABOVE CEILING / FLUSH MOUNTED ON WALL AS SHOWN ON PLANS. FOR 1 PHASE LOADS, F/I LOCKABLE BREAKER. FOR 2 PHASE LOADS, F/I LOCAL HP RATED TOGGLE SWITCH. FOR 3 PHASE LOADS, F/I LOCAL DISCONNECT SWITCH. COORDINATE EXACT LOCATION, CONTROL, AND POWER REQUIREMENTS WITH MECHANICAL AND PLUMBING DRAWINGS. REFER TO SHEET E-003 FOR EQUIPMENT FEEDER SCHEDULE. C. PROVIDE POWER TO FOODSERVICE EQUIPMENT. COORDINATE EXACT LOCATION, CONTROL, AND POWER REQUIREMENTS WITH FOODSERVICE DRAWINGS. REFER TO SHEET E-003 FOR KITCHEN EQUIPMENT SCHEDULE. D. PROVIDE POWER TO THERMOSTATS. COORDINATE POWER REQUIREMENTS WITH MANUFACTURER. COORDINATE EXACT LOCATION AND MOUNTING HEIGHT WITH MECHANICAL DRAWINGS. E. FOR PLUG LOAD CONTROLLED RECEPTACLES: · QUAD RECEPTACLE - F/I SPLIT DUPLEX RECEPTACLE WITH ONE CONTROLLED AND ONE UNCONTROLLED RECEPTACLE PER CEC 130.5(D). · DUPLEX RECEPTACLE - CONTROLLED RECEPTACLE. SHEET NOTES 1. 1/2" CONDUIT MOUNTED ABOVE CEILING RESERVED FOR TELECOM. 2. NEW OUTLETS IN THIS ROOM SHALL BE FED FROM NEAREST AVAILABLE ELECTRICAL PANEL OF EXISTING BUILDING. PROVIDE TWO (2) 20A/1P CIRCUITS TO EACH NC ROOM. CONTRACTOR TO VERIFY IN FIELD. 3. NEW MECHANICAL EQUIPMENT SHALL BE FED FROM NEAREST AVAILABLE ELECTRICAL PANEL OF EXISTING BUILDING. CONTRACTOR TO VERIFY IN FIELD. #

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AC 1 DEGHF 2 5 12 B 44 K 6 7 8 9 10 11 L 3 J 6.1
1 1/2" / 1'-0"
1/4" / 1'-0"
1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 7.6 7.6 7.6 7.6 CU CU HP CU CU WP WP WP HWC WH CU WP FC EF WP WH CONDUIT RESERVED FOR PV STUB DOWN TO ELECTRICAL ROOM BELOW HP HP MAU ELECTRICAL ROOM BELOW 1 EXISTING BUILDING ROOF (N.I.C) REMODEL OF EXISTING OFFICES REMODEL OF EXISTING OFFICES EXISTING BUILDING ROOF (N.I.C) M1-1,3 M1-13,15,17 M1-5,7 M1-18,20 M1-20,22 M1-19,21 M1-23,25 M1-19,21 M1-27,29,31 M1-23,25 R2-25 R2-25 R2-27 R1-23 2 3 K1-29,31,33 STEP UP XFMR FEEDING WH-1 AND WH-2 208V, 3PH TO 480V, 3PH MODEL: LOCHINVAR PART #100371007 COORDINATE EXACT LOCATION WITH PLUMBING DRAWINGS AND INSTALLATION WITH STRUCTURAL DRAWINGS. 20A/3P, 480V HEAVY DUTY DISCONNECT FOR XFMR SECONDARY SIDE. F/I 3/4"C - 3#10 + #10GND M1-34,36,38 50A/3P, 208V HEAVY DUTY DISCONNECT FOR XFMR PRIMARY SIDE. F/I 3/4"C - 3#6 + #10GND 20A/3P, 480V HEAVY DUTY DISCONNECT FOR WATER HEATER. 20A/3P, 480V HEAVY DUTY DISCONNECT FOR WATER HEATER. M1-40 PROJECT NUMBER: CLIENT: PHASE: SHEET TITLE: SHEET: All drawings and written materials apperaing herein constitute the original and unpublised work of the designer and the same may not be duplicated, used, or disclosed without the written consent of the designer. REVISIONS: 2222 NE OREGON ST. SUITE 101 PORTLAND, OR 97232 PHONE: 503.702.2575 WWW.SALAZARCH.COM DRAWN BY: CHECKED BY: DATE CREATED: Salazar Architect, Inc. # DATE DESCRIPTION 2321 SHELTER II AT EAST BEAMER 1901 EAST BEAMER STREET WOODLAND, CA 95776 APN:027-360-042 THURMOND CONSULTING 2122 NATOMAS CROSSING SUITE 200-288 SACRAMENTO, CA 95834 75% CONSTRUCTION DOCUMENTS 10/02/24 E-203 EDC EDC ROOF - ELECTRICAL PLAN 1 SCALE: ROOF - ELECTRICAL PLAN 3/16" = 1'-0" N GENERAL NOTES A. ALL ITEMS LISTED OR SHOWN SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR, UON. B. PROVIDE POWER TO HVAC EQUIPMENT. F/I LOCAL DISCONNECT SWITCH AS SHOWN ON PLANS. COORDINATE EXACT LOCATION, CONTROL, AND POWER REQUIREMENTS WITH MECHANICAL DRAWINGS. REFER TO EQUIPMENT FEEDER SCHEDULE ON SHEET E-003. C. PROVIDE POWER TO FOODSERVICE EQUIPMENT. COORDINATE EXACT LOCATION, CONTROL, AND POWER REQUIREMENTS WITH FOODSERVICE DRAWINGS. REFER TO KITCHEN EQUIPMENT SCHEDULE ON SHEET E-003. D. AIR CONDITIONING EQUIPMENT MUST BE INSTALLED TO THE EQUIPMENT MINIMUM CIRCUIT AMPACITY (MCA) AND MAXIMUM OVERCURRENT PROTECTION (MOCP) AS SEEN ON THE NAMEPLATE. E. GFCI (WP) PROTECTED SERVICE RECEPTACLES WITH EXTRA DUTY COVERS MUST BE INSTALLED WITHIN 25 FEET OF EQUIPMENT PER CEC 210.63 AND CMC 301.4. SEE DETAIL: F. DISCONNECT SWITCHES WITH OVERCURRENT PROTECTION SHALL HAVE WORKING CLEARANCE PER NEC 110.26. SEE DETAIL: SHEET NOTES 1. REMOTE REFRIGERATION. PROVIDE 208V/3P POWER. COORDINATE EXACT LOCATION AND MOUNTING WITH FOODSERVICE DRAWINGS. 2. NEW MECHANICAL EQUIPMENT SHALL BE FED FROM NEAREST AVAILABLE ELECTRICAL PANEL OF EXISTING BUILDING. CONTRACTOR TO VERIFY IN FIELD. 3. NEW CONVENIENCE HEAVY DUTY OUTLET SHALL BE FED FROM NEAREST AVAILABLE ELECTRICAL PANEL OF EXISTING BUILDING. CONTRACTOR TO VERIFY IN FIELD. # 8 E-801 6 E-801

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Woodland City CouncilDecember 3, 2024

Woodland City Council
December 3, 2024