Construction City of Cupertino Documents Project No. 2012

Transcription

Project Title:
Issue Note:
City of Cupertino
Construction
McClellan Ranch Preserve
Environmental Education Center and Blacksmith Shop Relocation
Re-Bid
Project No. 2012-9133
Documents
01/10/2014
Deferred Permit Submittals:
Code Information:
Project Information:
Project Team:
The following items are to be provided on a Design / Build basis.
Contractors are responsible for providing complete design and securing
necessary permits, insuring systems are code compliant, fully
operational and complete. Design documents for these permits will be
submitted separately to the City of Cupertino by respective contractors
following Architect's and Design Consultant's review for compliance to
architectural and structural design intent.
Applicable Codes:
- 2010 California Building Code
- 2010 California Plumbing Code
- 2010 California Mechanical Code
- 2010 California Electrical Code
- 2010 California Fire Code
- 2010 California Energy Code
- 2010 California Green Building Standards Code
- Title II of ADA
- Cupertino Municipal Code
Project Address:
McClellan Ranch Preserve
22221 McClellan Ranch Road
Cupertino, CA 95014
Architect
Siegel & Strain Architects
1295 59th Street
Emeryville, CA 94608
(510) 547-8092
FAX (510) 547-2604
www.siegelstrain.com
1.
2.
3.
4.
5.
6.
7.
Fire Sprinkler System.
Fire Sprinkler Underground System.
Fire Alarm System. (Fire alarm system will have all devices noted
in contract documents, however full design drawings with voltage
drop and battery calculations will be supplied by the selected subcontractor)
Mechanical Equipment Anchorage.
Seismic Bracing of Pipes and Ducts.
Site and Fire Suppression System.
Photovoltaic System.
Special Conditions List:
1.
Geologic Hazard: Soil Inundation - Liquefaction Zone
2.
FEMA Flood Zone AE
3.
Alternate Materials / Methods for Building Set-back from
Ascending Slope
Special Inspections:
See Structural sheet S0-0.1 section 01400 Inspection for special
inspections required.
Accessor Parcel Number:
375-06-018
Civil
Owner Representative:
Carmen Lynaugh
City of Cupertino
Public Works Projects Manager
10300 Torre Avenue
Cupertino, CA 95014
Mark Thomas & Company
1960 Zanker Road
San Jose, CA 95112
(408) 453-5373
FAX (408) 453-5390
www.markthomas.com
Project Description:
The project comprises work on various new and existing buildings
as well as site improvements.
An Environmental Education Center of approximately 2,000 square
foot new single story classroom and office building. Building to be
fully sprinklered.
Code Compliance:
Existing Park Restroom facilities to be revised to meet current
accessibility compliance.
Building
Occupancy
Square Footage
Type of Construction
Stories
Fully Sprinklered
Environmental
Education Center
Primary for Education Use: E
Primary for Assemble Use: A-3
Secondary: B / S-1
Interior:
Porches:
Total:
2,165SF
1,104SF
3,269SF
V-B
1
Yes
An existing Blacksmith Shop is to be relocated and rehabilitated.
Building to be fully sprinklered.
Primary: B
Total:
586SF
V-B
Yes
Site Improvements include revising the entry path to accessible
slope, revising the existing accessible parking to current
compliance, additional new pathwork and tree removal.
Blacksmith Shop
1
Both the Environmental Education Center (EEC) & the Blacksmith
Shop (BSS) will be provided with sprinkler systems.
See sheet A0-0.3 for additional code compliance summary.
Location Map:
General Notes:
1.
These notes apply to all drawings and govern unless noted or specified for more specific
requirements applicable to particular divisions of the work. See specifications and sheet notes
contained in subsections of these drawings.
2.
The general conditions of the contract for construction and the specifications supplement
these drawings and are a part of the contract documents.
3.
Contractor shall visit site and be fully cognizant of all field conditions prior to submitting
bid. Any conflicts or discrepancies between the drawings and site conditions shall be immediately
brought to the contracting officer.
11.
Contractor is responsible for dust control and ensuring the area adjacent to the
work is left in a clean condition.
12.
Contractor shall review City Detail 6-4 on tree protection prior to accomplishing
any work or removing any trees.
5.
By accepting and using these drawings, contractor agrees that he shall assume sole and
complete responsibility for job site conditions during the course of construction of this project,
including safety of all persons and property; that this requirement shall apply continuously and not be
limited to normal working hours.
17.
All downspouts to be released to the ground surface, directed away from building
foundations and directed to landscaped areas.
Mechanical / Plumbing
Integral Group
427 13th Street
Oakland, CA 94612
(510) 663-2070
www.integralgroup.com
Electrical
Integral Group
1084 Foxworthy Ave, Suite 150
San Jose, CA 95118
(408) 448-6300
www.integralgroup.com
GENERAL
G1
COVER SHEET
G2
CONSTRUCTION BEST MANAGEMENT PRACTICES
CIVIL
C1.0
C1.1
C2.0
C3.0
C4.0
C5.0
C6.0
C7.0
SITE DEMOLITION PLAN
CIVIL NOTES
GRADING AND DRAINAGE PLAN
UTILITY PLAN
EROSION CONTROL PLAN
EROSION CONTROL DETAILS
CIVIL DETAILS
CITY STANDARD DETAILS
ARCHITECTURAL
A0-0.1 ARCHITECTURAL NOTES
A0-0.2 SYMBOLS & DIMENSIONS
A0-0.3 CODE COMPLIANCE
A0-1.1 ARCHITECTURAL SITE PLAN
A1-2.1 ENVIRONMENTAL EDUCATION CENTER - FLOOR PLAN
A1-2.2 ENVIRONMENTAL EDUCATION CENTER - ROOF PLAN
A1-2.3 ENVIRONMENTAL EDUCATION CENTER - REFLECTED CEILING PLAN
A1-2.4 ENVIRONMENTAL EDUCATION CENTER - SLAB PLAN
A1-3.1 ENVIRONMENTAL EDUCATION CENTER - ELEVATIONS
A1-3.2 ENVIRONMENTAL EDUCATION CENTER - ELEVATIONS
A1-4.1 ENVIRONMENTAL EDUCATION CENTER - SECTIONS
A1-4.2 ENVIRONMENTAL EDUCATION CENTER - SECTIONS
A1-6.1 ENVIRONMENTAL EDUCATION CENTER - INTERIOR ELEVATIONS
A1-7.1 ENVIRONMENTAL EDUCATION CENTER - SCHEDULES
A1-8.1 ENVIRONMENTAL EDUCATION CENTER - WALL SECTIONS
A1-8.2 ENVIRONMENTAL EDUCATION CENTER - FOUNDATION DETAILS
A1-8.3 ENVIRONMENTAL EDUCATION CENTER - ROOF DETAILS
A1-8.4 ENVIRONMENTAL EDUCATION CENTER - OPENING DETAILS
A1-8.5 ENVIRONMENTAL EDUCATION CENTER - EXTERIOR DETAILS
A1-8.6 ENVIRONMENTAL EDUCATION CENTER – DOOR & SIDING DETAILS
A1-8.7 ENVIRONMENTAL EDUCATION CENTER – MISCELLANEOUS DETAILS
A1-8.8 ENVIRONMENTAL EDUCATION CENTER – MISCELLANEOUS DETAILS
A1-9.1 ENVIRONMENTAL EDUCATION CENTER – INTERIOR DETAILS
A1-9.2 ENVIRONMENTAL EDUCATION CENTER – INTERIOR DETAILS
A2-2.1 PARK RESTROOMS - FLOOR PLAN
A2-6.1 PARK RESTROOMS - INTERIOR ELEVATIONS
A3-2.1 BLACKSMITH SHOP - FLOOR PLAN
A3-2.2 BLACKSMITH SHOP - ROOF PLAN
A3-2.3 BLACKSMITH SHOP - REFLECTED CEILING PLAN
A3-2.4 BLACKSMITH SHOP - SLAB PLAN
A3-3.1 BLACKSMITH SHOP - ELEVATIONS
A3-3.2 BLACKSMITH SHOP - ELEVATIONS
A3-4.1 BLACKSMITH SHOP - SECTIONS
A3-6.1 BLACKSMITH SHOP - INTERIOR ELEVATIONS
A3-8.1 BLACKSMITH SHOP - DETAILS
STRUCTURAL
S1-0.1 ENVIRONMENTAL EDUCATION CENTER - GENERAL STRUCTURAL NOTES
S1-1.0 ENVIRONMENTAL EDUCATION CENTER - FOUNDATION PLAN
S1-1.1 ENVIRONMENTAL EDUCATION CENTER - FRAMING PLAN
S1-5.1 ENVIRONMENTAL EDUCATION CENTER - DETAILS
S3-0.1 BLACKSMITH SHOP - GENERAL STRUCTURAL NOTES
S3-1.0 BLACKSMITH SHOP - STRUCTURAL PLAN
S3-5.1 BLACKSMITH SHOP - DETAILS
MECHANICAL
M0-0.1 HVAC LEGEND, SYMBOLS, AND GENERAL NOTES
M0-0.2 HVAC EQUIPMENT SCHEDULES
M1-2.1 ENVIRONMENTAL EDUCATION CENTER - HVAC FLOOR PLAN
M1-2.2 ENVIRONMENTAL EDUCATION CENTER - RADIANT PIPING PLAN
M1-5.1 HVAC CONTROLS
M1-6.1 HVAC DETAILS
M1-6.2 HVAC DETAILS
M1-6.3 HVAC DETAILS
M1-7.1 TITLE 24 DOCUMENTATION
M1-7.2 TITLE 24 DOCUMENTATION
PLUMBING
P0-0.1 PLUMBING LEGEND, SYMBOLS, AND GENERAL NOTES
P0-0.2 PLUMBING SCHEDULES
P1-2.1 ENVIRONMENTAL EDUCATION CENTER - PLUMBING FLOOR PLAN
P3-2.1 BLACKSMITH SHOP - PLUMBING FLOOR PLAN
P6.1
PLUMBING DETAILS
P6.2
PLUMBING DETAILS
P6.3
PLUMBING DETAILS
ELECTRICAL
E0-0.0 GENERAL INFORMATION AND NOTES
E0-0.1 GENERAL INFORMATION AND NOTES
E0-1.0 SITE PLAN
E0-5.0 SCHEDULES
E0-5.1 SCHEDULES
E0-6.0 DIAGRAMS
E0-6.1 DIAGRAMS
E0-7.0 DETAILS
E0-7.1 DETAILS
E0-7.2 DETAILS
E0-8.0 TITLE 24
E0-8.1 TITLE 24
E0-8.2 EXTERIOR TITLE 24
E0-8.3 EXTERIOR TITLE 24
E1-2.0 ENVIRONMENTAL EDUCATION CENTER - POWER FLOOR PLAN
E1-2.1 ENVIRONMENTAL EDUCATION CENTER - POWER ROOF PLAN
E1-3.0 ENVIRONMENTAL EDUCATION CENTER - CEILING FLOOR PLAN
E3-2.0 BLACKSMITH SHOP – POWER FLOOR PLAN
E3-3.0 BLACKSMITH SHOP – LIGHTING PLAN
8.
Approval of these plans does not release the Owner and/or Contractor of the
responsibility for the corrections of mistakes, errors, or omissions contained therein, If
during the course of construction improvements, public interest requires a modification
of/or a departure from the City of Cupertino specification or these improvement plans, the
City Engineer shall have the authority to require such modification or departure and to
specify the manner in which the same is to be completed, at the sole expense of the
Owner and/or Contractor.
4.
Contractor to verify all existing dimensions in field. On drawings, only written dimensions
shall be used. Do not scale drawings. Contractor shall verify and be made completely responsible
for all dimensions and conditions on the job. Architect must be notified in writing of any proposed or
required variations from the dimensions and conditions shown, and a written change order issued
before making any changes at the job site.
Structural
Ware Associates
130 Webster Street, Suite 105
Oakland, CA 94607
(510) 922-9888
FAX (510) 922-9624
www.ware-associates.com
Sheet Index:
13.
Utilize Best Management Practices (BMP's), as required by the State Water
Resources Control Board, for ANY activity, which disturbs the soil.
18.
A licensed land surveyor or authorized civii engineer will prepare and submit, to
the Public Works Dept, an elevation certificate for the new structure.
6.
Contractor acknowledges thorough familiarization with the building site conditions, with
the drawings and specifications, with the delivery facilities, and all other matters and conditions
which may affect the operations and completion of the work, and assumes all risk therefrom.
Reviewed By:
7.
The drawings schematically indicate existing and new construction. Due to the nature of
the work, adjustments will likely be required in the field to meet the design objectives.
01/10/2014
SITE
Carmen Lynaugh
Public Works Project Manager
Date
Approved By:
01/10/2014
Timm Borden, RLE #45512
Director of Public Works
Date
G2
City of Cupertino - McClellan Ranch Preserve
Environmental Education Center
and Blacksmith
Shop Relocation
Re-Bid
Re-Bid
Project Title:
ABBREVIATIONS
ANCHOR BOLT; ABOVE
ASPHALT CONCRETE
ACOUSTICAL CEILING TILE
ACOUSTIC
ADDITIONAL
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
AIR HAND DRYER
ALUMINUM
APPROXIMATE
ARCHITECT
AUDIO VISUAL
BB
B&B
BD
BFP
BLDG
BO
BOF
BOT
B PL
BTWN
BASEBOARD
BOARD & BATTEN
BOARD
BACK FLOW PREVENTER
BUILDING
BOTTOM OF
BOTTOM OF FIXTURE
BOTTOM
BASE PLATE
BETWEEN
CAB
CBB
CEM
CER
CJ
CL
CLG
CLR
CMU
CNTR
CO
COL
CONC
CONT
CONST
CPT
CTR
CABINET
CEMENT BACKER BOARD
CEMENTITIOUS
CERAMIC
CONTROL JOINT
CENTER LINE
CEILING
CLEAR
CONCRETE MASONRY UNIT
COUNTER
CLEAN OUT
COLUMN
CONCRETE
CONTINUOUS
CONSTRUCTION
CARPET
CENTER
DC
DET
DEMO
DF
DIA
DIM
DOUG FIR
DG
DN
DWG
DS
DIAPER CHANGING STATION
DETAIL
DEMOLITION
DRINKING FOUNTAIN
DIAMETER
DIMENSION
DOUGLAS FIR
DECOMPOSED GRANITE
DOWN
DRAWING
DOWNSPOUT
E
(E);EXIST
EA
ECU
EJ
EL
ELEC
EQ
EW
EXP
EXT
EAST
EXISTING
EACH
EVAPORATIVE COOLING UNIT
EXPANSION JOINT
ELEVATION
ELECTRICAL
EQUAL
EACH WAY
EXPANSION
EXTERIOR
FE
FFE
FD
FDC
FHMS
FIN
FIN FLR
FIXT
FLASH
FLUOR
FDTN
FO
FOC
FOF
FOS
FLR
FPL
FRP
FT
FTG
FURG
FIRE EXTINGUISHER
FINISH FLOOR ELEVATION
FLOOR DRAIN
FIRE DEPARTMENT CONNECTION
FLAT HEAD METAL SCREW
FINISH
FINISH FLOOR
FIXTURE
FLASHING
FLUORESCENT
FOUNDATION
FACE OF
FACE OF CONCRETE
FACE OF FINISH
FACE OF STUD
FLOOR
FIREPLACE
FIBERGLASS REINFORCED PLASTIC
FOOT OR FEET
FOOTING
FURRING
GA
GALV
GB
GFCI
GL
GLU LAM
GSM
GYP BD
GAUGE
GALVANIZED
GRAB BAR
GROUND FAULT CIRCUIT INTERRUPTER
GLASS
GLUED LAMINATED LUMBER
GALVANIZED SHEET METAL
GYPSUM BOARD
HB
HCWD
HD
HDR
HDW
HDWD
HM
HORZ; HORIZ
HOSE BIBB
HOLLOW CORE WOOD DOOR
HAND DRYER
HEADER
HARDWARE
HARDWOOD
HOLLOW METAL
HORIZONTAL
ID
INS; INSUL
INT
ISO
INSIDE DIAMETER
INSULATION
INTERIOR
ISOMETRIC
JAN CLO
J-BOX
JT
JANITOR CLOSET
JUNCTION BOX
JOINT
KIT
KPL
KITCHEN
KICK PLATE
LAM GL
LAV
LINO
LT
LAMINATED GLASS
LAVATORY
LINOLEUM
LIGHT
MAX
MC
MECH
MEMB
MFR; MNFR
MIN
MISC
MTD
MTL
MW
MAXIMUM
MEDICINE CABINET
MECHANICAL
MEMBRANE
MANUFACTURER
MINIMUM
MISCELLANEOUS
MOUNTED
METAL
MICROWAVE
N
(N)
NIC
NOM
NTS
NORTH
NEW
NOT IN CONTRACT
NOMINAL
NOT TO SCALE
O/
OC
OD
OFCI
OPNG
OPP
OVER
ON CENTER
OUTSIDE DIAMETER
OWNER FURNISHED,
CONTRACTOR INSTALLED
OWNER FURNISHED,
OWNER INSTALLED
OPENING
OPPOSITE
PERF
PL
PLAS
PLAM
PLBG
PLYWD
PN
PR
PT
PTD
PV
PERFORATED
PROPERTY LINE
PLASTER
PLASTIC LAMINATE
PLUMBING
PLYWOOD
PROJECT NORTH
PAIR
PRESSURE TREATED
PAPER TOWEL DISPENSER; PAINTED
PHOTOVOLTAIC
R
RCP
REC
REQD
REF
REV
RH
RM
RO
RWL
RISER; RADIUS
REFLECTED CEILING PLAN
RECOMMENDED
REQUIRED
REFRIGERATOR
REVERSE
ROBE HOOK
ROOM
ROUGH OPENING
RAIN WATER LEADER
S
SC
SCD
SCHED
SD
SED
SF
SG
SHT
SIM
SFSD
SLD
SMD
SND
SPD
SPVD
SQ
SR
SS
SSD
SST; SSTL
STD
STL
STRUCT
SYMM
SOUTH
SOLID CORE; SHOWER CURTAIN
SEE CIVIL DRAWINGS
SCHEDULE
SMOKE DETECTOR; SOAP DISPENSER
SEE ELECTRICAL DRAWINGS
SQUARE FOOT (FEET)
SAFETY GLAZING
SHEET
SIMILAR
SEE FOOD SERVICE DRAWINGS
SEE LANDSCAPE DRAWINGS
SEE MECHANICAL DRAWINGS
SANITARY NAPKIN DISPENSER
SEE PLUMBING DRAWINGS
SEE PHOTOVOLTAIC DRAWINGS
SQUARE
SHOWER ROD
SHOWER SEAT
SEE STRUCTURAL DRAWINGS
STAINLESS STEEL
STANDARD
STEEL
STRUCTURAL
SYMMETRICAL
OFOI
T
TB
TEL
THRU
TO
TOS
TP; TPD
TS
TYP
T&G
TV
TREAD
TOWEL BAR
TELEPHONE
THROUGH
TOP OF
TOP OF SLAB
TOILET PAPER DISPENSER
TUBE STEEL
TYPICAL
TONGUE & GROOVE
TELEVISION
UBC
UO
UON
UR
UTIL
UNIFORM BUILDING CODE
UNDERSIDE OF
UNLESS OTHERWISE NOTED
URINAL
UTILITY
VAR
VERT
VG
VIF
VARIES
VERTICAL
VERTICAL GRAIN
VERIFY IN FIELD
W
W/
WC
WO
W/O
WD
WDW
WH
WP
WR
WWM
WEST
WITH
WATER CLOSET
WHERE OCCURS
WITHOUT
WOOD
WINDOW
WATER HEATER
WATER PROOF; WATERPROOFING
WASTE RECEPTACLE
WELDED WIRE MESH
Design Firm:
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
Consultant:
Stamp:
No.
Description
Date
Issue Note:
Construction
Documents
01/10/2014
Project ID:
File Name:
Drawn by:
Checked by:
Plot Date:
12-018
MRE-A-00-CD.RVT
MOH
HS
01/08/2014
Scale:
Sheet Title:
Architectural
Notes
Sheet No.:
A0-0.1
1/3/2014 8:24:04 AM
AB
AC
ACT
ACOUS; ACST
ADDL
AFF
AFG
AHD
ALUM
APPROX
ARCH
AV
+ 96" AFF
CENTER
EXIT SIGN
+ 96" AFF
CENTER
HORN/STROBE
Environmental Education Center and
Blacksmith Shop Relocation
Re-Bid
Project Title:
OBSTRUCTION
FLOOR MOUNTED
TANK TOILET
TP DISPENSER:
MUST ALLOW FOR CONTINUOUS
DELIVERY OF PAPER
12"
MAX
WALL MOUNTED
TOILET
FIRE PULL, THERMOSTAT &
ALARM KEYPAD
+ 40" AFF
CENTER
CONTROLS (FAN & LIGHTS),
WALL PHONE & COUNTER
OUTLET
+ 18" AFF
BOTTOM
OUTLETS
FINISHED FLOOR
24" MIN
12" MIN
24" MIN
1-1/2"
CLR
1-1/2"
MIN
+ 48" AFF
TOP
12" MIN
WALL
12" MIN
1-1/4" TO 1-1/2"
NOMINAL DIA
GRAB BAR
OBSTRUCTION
NOTE: MOUNTING
HEIGHTS TYP, UON
5
7"-9"
A0-0.2
6"
NO SCALE
4
A0-0.2
WALL MOUNTED
TOILET W/ REAR
GRAB BAR
NO SCALE
CLASSROOM
1-101
X,XXX SF
ROOM:
ROOM NAME
ROOM NUMBER
ROOM SIZE
1-01C
DOOR SYMBOL
BRAILLE +48" AFF MIN
ASSISTIVE
LISTENING SYSTEM
SIGN
Design Firm:
10"
WINDOW SYMBOL
07
10"
HIGHEST LETTERS
+60" AFF MAX
URINAL
DRINKING
FOUNTAIN
HIGHEST LETTERS
+60" AFF MAX
8"
SPOUT IS TO BE LOCATED 5-INCHES MAX
FROM FRONT EDGE OF FOUNTAIN UNIT
(INCLUDING BUMPERS). SPOUT IS TO
PROVIDE A FLOW OF WATER AT LEAST
4-INCHES HIGH MINIMUM. FOR SPOUTS
LESS THAN 3-INCHES FROM FRONT OF UNIT,
ANGLE OF STREAM IS TO BE 30-DEGREES
MAX. FOR SPOUTS LOCATED BETWEEN
3-INCHES TO 5-INCHES FROM FRONT OF
UNIT, ANGLE OF STREAM IS 15-DEGREES
MAX. ANGLE IS MEASURED HORIZONTALLY
RELATIVE TO THE FRONT FACE OF THE
UNIT. LOCATION OF OPERABLE PART OF
UNIT MUST BE WITHIN 6-INCHES FROM THE
FRONT OF THE UNIT.
ALLOWABLE TO BE UP TO 36" TO
CLEAR TOILET TANK BY 1-1/2" CLR
LAVATORY
GRAB BAR DETAIL
ARCHITECTURAL STANDARD SYMBOLS
14" MIN
17" MAX
FLOOR MOUNTED
TANK TOILET W/
REAR GRAB BAR
INTERIOR MOUNTING HEIGHTS
WALL TYPE
A1
Consultant:
SAFE DISPERSAL
AREA SIGN
REVISION MARKER
1
6"
DIMENSION
HIGHEST LETTERS
+60" AFF MAX
4"
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
CENTER LINE
Stamp:
TACTILE EXIT SIGN
3
A0-0.2
DRINKING
FOUNTAIN
SURFACE
MOUNTED PT
DISPENSER
TOILET SEAT
COVER,
SANITARY
NAPKIN
DISPOSAL
6"
URINAL
GRID LINE
1
ALIGN ITEMS
HIGHEST LETTERS
+60" AFF MAX
8"
LAVATORY, MIRROR
& SOAP DISPENSER
TYP DIMENSIONS FOR ACCESSIBLE PLUMBING FIXTURES AND RESTROOM ACCESSORIES
NO SCALE
INDICATION OF SLOPE
ACCESSIBLE
ENTRANCE SIGN
No.
Description
Date
12"
UPPERCASE CHARACTERS
HEIGHT OF LETTERING: MIN 5/8"
LETTERING RAISED 1/32"
NORTH ARROW
HIGHEST LETTERS
+60" AFF MAX
8"
6"
A0-0.2
1
8"
A1-4.1
Project ID:
12"
12"
12
Construction
Documents
01/10/2014
SECTION:
SECTION NUMBER
SHEET NUMBER
ELEVATION:
ELEVATION NUMBER
SHEET NUMBER
1
MEETING ROOM B
OCCUPANCY SIGN
A1-3.1
12"
2
+60" AFF CLR
MRE: 12-018
MRE_01_SYMBOLS
Drawn by:
KMR
Checked by:
MOH
Plot Date:
01/08/2014
File Name:
Scale:
DOOR-MOUNTED RESTROOM SIGNAGE, TYP.
SIGNAGE AND CLEARANCE SYMBOL IDENTIFICATION
NO SCALE
CLR 30" x 48" @
LAVATORIES &
PAPER TOWEL
DISPENSERS
HIGHEST LETTERS
+60" AFF MAX
1
A1-6.1
3
MEETING ROOM A
OCCUPANCY SIGN
RADIUS
4
1
A0-0.2
SYMBOLS LEGEND
NO SCALE
INTERIOR ELEVATION:
ELEVATION NUMBER
SHEET NUMBER
NTS
Sheet Title:
Symbols &
Dimensions
Sheet No.:
A0-0.2
12/13/2013 9:11:16 AM
2
HIGHEST LETTERS
+60" AFF MAX
WALL MOUNTED SIGNAGE TO BE
LOCATED ON LATCH SIDE OF DOOR
CLEAR OF DOOR-SWING.
5'-0"
AT DOORS W/
TACTILE SIGNS:
PROVIDE AN 18"x18" MIN
CLEAR FLOOR AREA AT
LATCH SIDE OF DOOR AND
CENTER SIGN ON FLOOR AREA
12"
WALL-MOUNTED RESTROOM SIGNAGE, TYP.
MIN, 12" MAX
TYP.
8"
8"
A1-8.1
DETAIL:
DETAIL NUMBER
SHEETNUMBER
Issue Note:
"
3
1
MEETING ROOM C
OCCUPANCY SIGN
HIGHEST LETTERS
+60" AFF MAX
WALL MOUNTED
SIGNAGE
DOOR MOUNTED
SIGNAGE
6" MIN
CORRESPONDING
GRADE II BRAILLE
CENTER JUSTIFIED
Re-Bid
Project Title:
MENS
RESTROOM
MILK BARN
(UNCHANGED)
WOMENS
RESTROOM
TOWER
(UNCHANGED)
PARKING
(UNCHANGED)
ACCESSIBLE DRINKING FOUNTAIN, SEE
3/A0-0.2 FOR ACCESSIBILITY INFO
SAFE DISPERSAL AREA SIGNAGE
SAFE DISPERSAL AREA MORE THAN
50' FROM ENVIRONMENTAL
EDUCATION CENTER
(E) EASEMENT
80
0
'-1
"
ACCESSIBLE PATH OF TRAVEL
(E) ACCESSIBLE
PARKING SPACES RECONFIGURED, SCD
ACCESSIBLE SURFACE, SCD
E A-3
26 35
MOVABLE
PARTITION
100' FROM THIS
POINT TO END OF
PORCH
-5 1
Design Firm:
51'
17'-2"
EXTENT OF ENVIRONMENTAL EDUCATION
CENTER COVERED PORCH
/2"
MTG ROOM B
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
22 29
E A-3
2
OFFICE
E 16
A-3 21 MTG ROOM C
MTG ROOM A
Consultant:
MECHANICAL
STORAGE
ROOM
26'-1"
ION
BLACKSMITH
SHOP - (N)
LOCATION
97' FROM THIS POINT
TO END OF PORCH
50' FROM THIS POINT
TO END OF PORCH
80' FROM THIS
POINT TO END
OF PORCH
35' FROM THIS POINT
TO END OF PORCH
35' FROM THIS POINT TO
EXTERIOR OF BUILDING
0
10'-1"
10
20 ft.
No.
Description
Date
CODE SUMMARY - 2010 CALIFORNIA PLUMBING CODE (CPC)
SUMMARY OF THE PRIMARY BUILDING CODE ISSUES RELATED TO THE BUILDINGS.
FIRE SPRINKLER SYSTEM
OCCUPANT LOAD
CODE REFERENCES ARE PARAPHRASED AND ARE NOT INTENDED TO BE COMPLETE. EEC - FULLY SPRINKLERED
PER LOCAL ORDINANCE
ROOM
AREA (SF) AREA / OCCUPANT
BSS - VOLUNTARILY FULLY SPRINKLERED
NOT REQ'D PER CBC 903.2 EEC FOR GROUP E OCCUPANCY:
OCCUPANCY
EEC - MEETING RM A 421
20
ENVIRONMENTAL EDUCATION CENTER (EEC) - FOR EDUCATION USE:
FIRE & SMOKE ALARM SYSTEMS
EEC - MEETING RM B 523
20
ENVIRONMENTAL EDUCATION CENTER (EEC):
PRIMARY - GROUP E
CBC 305.1
MEETING RM A/B
944
20
SECONDARY - GROUP B
CBC 304.1
AUTOMATIC FIRE ALARMS - REQ'D. FOR E OCCUPANCY
CBC 907.2.3
EEC - MEETING RM C 310
20
SECONDARY - GROUP S-1
CBC 311.2
MANUAL FIRE ALARM PULL BOXES - 1 REQ'D.
CBC 907.2.3, EXCEPTION #2 EEC - OFFICE
212
100
SMOKE ALARM SYSTEM REQ'D.
CBC 907.2.3.6
EEC - STORAGE
151
300
ENVIRONMENTAL EDUCATION CENTER (EEC) - FOR ASSEMBLY USE:
VISIBLE & AUDIBLE ALARMS REQ'D.
CBC 907.2.3.3 / 907.2.3.4
EEC - MECHANICAL RM 111
300
PRIMARY - GROUP A-3
CBC 303.1
TOTAL EEC OCCUPANTS FOR GROUP E OCCUPANCY
SECONDARY - GROUP B
CBC 304.1
BSS - VOLUNTARILY PROVIDED
NOT REQ'D PER CBC 907.2.2
SECONDARY - GROUP S-1
CBC 311.2
EEC FOR GROUP A-3 OCCUPANCY:
BUILDING HEIGHT & AREA
EEC - MEETING RM A 421
15
BLACKSMITH SHOP (BSS):
BUILDING STORIES HEIGHT (FT)
AREA (SF)
EEC - MEETING RM B 523
15
GROUP B - TRAINING & SKILL DEVELOPMENT
CBC 304.1
EEC
1
14'-11"
2,165 SF INTERIOR
MEETING RM A/B
944
15
+ 1,104 SF COVERED PORCHES = 3,269 SF
EEC - MEETING RM C 310
15
CONSTRUCTION TYPE
BSS
1
13'-8"
586 SF
EEC - OFFICE
212
100
EEC & BSS:
EEC - STORAGE
151
300
TYPE V-B
CBC TABLE 601
ALLOWED BUILDING HEIGHT & AREA
CBC TABLE 503
EEC - MECHANICAL RM 111
300
OCCUPANCY
STORIES HEIGHT (FT)
AREA PER STORY (SF)
TOTAL EEC OCCUPANTS FOR GROUP A-3 OCCUPANCY
BUILDING SEPARATION
EDUCATION - E
1
40
9,500
10'-1" FROM IMAGINARY PROPERTY LINE
CBC TABLE 602
ASSEMBLY - A-3
1
40
6,000
BSS - SHOP
544
50
NO FIRE RESISTANCE RATING REQUIRED FOR TYPE V-B,
BUSINESS - B
2
40
9,000
TOTAL BSS OCCUPANTS
CBC 705.8.1 EXCEPTION 2
5
Scale
10'-1"
CODE SUMMARY - 2010 CALIFORNIA BUILDING CODE (CBC)
EXTERIOR OPENINGS
UNLIMITED UNPROTECTED
Stamp:
CBC TABLE 1004.1.1
(SF) OCCUPANT LOAD
COMMON PATH OF EGRESS TRAVEL
75' MAX. ALLOWED (W/ SPRINKLER SYSTEM)
21
26
47
16
2
1
1
67
MINIMUM NUMBER OF EXITS
1 EXIT REQ'D. AT EACH MEETING ROOMS
2 EXITS REQ'D. FOR COMBINED MEETING ROOMS
28
35
63
21
2
1
1
88
CBC 1015.1
CBC 1015.1
SEPARATION OF EXITS
REQ'D AT COMBINED MEETING ROOMS
CBC 1015.2.1
SEPARATION DISTANCE ONE-THIRD OF THE MAX DIAGONAL OF THE
SPACE SERVED PER 1015.2.1 EXEPTION #2 FOR SPRINKLER SYSTEM
EXIT SIGNS
REQ'D AT EXIT DOORS IN COMBINED MEETING RMS
ADA PARKING
(E) PARKING LOT = 24 SPACES
REQUIRED ADA SPACES = 1 (VAN ACCESSIBLE)
PROVIDED ADA SPACES = 2 (1 - VAN ACCESSIBLE)
CPC TABLE A
CBC 1011.1
CBC 1129B
BUILDING & OCCUPANCY
FOR GROUP E OCCUPANCY:
ENVIRONMENTAL EDUCATION CENTER
GROUP E
GROUP B
BLACKSMITH SHOP
EDUCATIONAL FACILITIES OTHER THAN GROUP E
MILK BARN
GROUP S
FOR GROUP A-3 OCCUPANCY:
ENVIRONMENTAL EDUCATION CENTER
GROUP A
GROUP B
BLACKSMITH SHOP
EDUCATIONAL FACILITIES OTHER THAN GROUP E
MILK BARN
GROUP S
AREA
FACTOR
OCCUPANTS
1255 SF
201 SF
50
200
26 OCCUPANTS
2 OCCUPANTS
544 SF
50
11 OCCUPANTS
385 SF
5,000
TOTAL
1 OCCUPANT
40 OCCUPANTS
1255 SF
201 SF
30
200
42 OCCUPANTS
2 OCCUPANTS
544 SF
50
11 OCCUPANTS
385 SF
5,000
TOTAL
1 OCCUPANT
56 OCCUPANTS
11
11
EGRESS WIDTH:
EEC MEETING RM A/B EXIT: 63 OCCUPANTS X .2" = 12.6"
BSS SHOP: 11 OCCUPANTS X .2" = 2.2"
CBC 1005.1
36" DOOR PROVIDED
36" DOOR PROVIDED
PANIC HARDWARE:
REQUIRED AT COMBINED MEETING ROOM DOORS
CBC 1008.1.10
EXIT ACCESS TRAVEL DISTANCE
250' MAX. ALLOWED (W/ SPRINKLER SYSTEM)
OCCUPANT LOAD
CBC 1014.3
CBC TABLE 1016.1
MINIMUM PLUMBING FIXTURES
FOR GROUP E OCCUPANCY: - OFFICE OR PUBLIC BUILDINGS
REQUIRED:
WOMEN (20 OCCUPANTS):
3 WC + 1 LAV
MEN (20 OCCUPANTS):
1 WC + 1 URINAL + 1 LAV
UNISEX
DRINKING FOUNTAIN (40 OCCUPANTS): 1 DF
CPC TABLE 4-1
PROVIDED:
3 WC + 1 LAV
2 WC + 2 LAV
1 DF
FOR GROUP A-3 OCCUPANCY: - ASSEMBLY PLACES FOR PUBLIC USE
REQUIRED:
WOMEN (28 OCCUPANTS):
3 WC + 1 LAV
MEN (28 OCCUPANTS):
UNISEX
DRINKING FOUNTAIN (56 OCCUPANTS): 1 DF
CPC TABLE 4-1
PROVIDED:
3 WC + 1 LAV
1 WC + 1 LAV
1 DF
Issue Note:
Construction
Documents
01/10/2014
MRE: 12-018
File Name:MRE_01_CODE_COM
Drawn by:
MOH
Checked by:
HS
Plot Date:
01/08/2014
Scale:
1" = 10'
Project ID:
Sheet Title:
Code
Compliance
Sheet No.:
A0-0.3
12/13/2013 8:52:07 AM
BLACKS
MITH
SHOP - (
E) LOCA
T
11
IMAGINARY
PROPERTY LINE
(E) NAT
URE
MUSEU
(UNCHA M
NGED)
IMAGINARY
PROPERTY L
INE
(E) RAN
CH HOU
SE
(UNCHA
NGED)
26'-1"
Re-Bid
Project Title:
(E)
BARN
22221G
EASEMENT
(E)
SHED
(E) SEWER
22221F
HOSE LENGTH: 55'
(E)
PARKING
'-1
0"
65
(E) EASEMENT
(N) FIRE HYDRANT
"
51'-2
FIRE
TRUCK
(E)
ROAD
1
A2-2.1
(E)
MILK-BARN
22221E
SAFE DISPERSAL AREA
80
'-
10
"
Design Firm:
(N) DRINKING FOUNTAIN
PROPOSED
EEC
BLDG
(N) GATHERING AREA, SCD
(E)
PARKING
(N) SAFE DISPERSAL
AREA SIGNAGE
335.44
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
22221D
(N) PATH, SCD
Consultant:
1
FIRE
TRUCK
A1-2.1
3'-0"
"
'-6
55
Stamp:
HOSE LENGTH: 165'
ACCESSIBLE
ENTRANCE
SIGNAGE
BIKE RACK, SEE 14/A1-8.2
HOSE LENGTH: 200'
26'-1"
HOSE LENGTH: 180'
26'-1"
"
'-6
10'-1
No.
Description
Date
'-8
"
N
LA
L
LE
C
Mc
(E) FIRE HYDRANT
PUB
LIC
OF RIGHT
WAY
1
A3-2.1
58
MAIN ENTRANCE TO
THE FACILITY FOR
ACCESSIBLE USE
AND FOR ABLE
BODIED USE
22221A
22221B
"
10'-1
Y
INAR
IMAG RTY LINE
E
PROP
(E)
RANCH
HOUSE
(E)
NATURE
MUSEUM
"
22221C
ARY
GIN TY LINE
IMA
PER
0"
PRO
'-1
53
FUTURE 6" HIGH
BLDG #S BY OWNER
AT EXISTING BLDGS
(E)
BLACKSMITH
SHOP
TO BE
RELOCATED
73
SIDEWALK AT PUBLIC
RIGHT OF WAY
HOSE LENGTH: 150'
BLACKSMITH
SHOP
PROPOSED
LOCATION
CH
N
RA
AD
O
R
Issue Note:
KEY:
Construction
Documents
01/10/2014
FIRE HOSE
ACCESSIBLE PATH OF TRAVEL (ALL
PATHS LESS THAN 5% SLOPE)
HYDROSEEDED AREA (OVER 12"
TOP SOIL AT AREAS OF NEW FILL)
Project ID:
File Name:
Drawn by:
Checked by:
Plot Date:
Scale:
MRE: 12-018
MRE_01_SITEPLAN
MOH
HS
01/08/2014
1/16" = 1'-0"
Sheet Title:
0
1
A0-1.1
Site Plan
SCALE: 1/16" = 1'-0"
Scale
8
16
32 ft.
Sheet No.:
A0-1.1
12/13/2013 8:59:33 AM
Site Plan
Project Title:
Re-Bid
A1-3.1
1
2
1
2
A1-4.1
A1-4.1
A1-4.2
1
2
3
4
5
CL WINDOW & ROOM
6
7
8
9
10
96' - 0 3/4"
15' - 8 5/8"
8' - 3 3/8"
15' - 0"
5' - 7 1/4"
5' - 0"
TROWELED CONC STAIR NOSING WITH MASONRY PAINT, TYP AT EACH
RISER AT BOTH STAIRS
1' - 2"
SLOPE
1.75%
MAX
1-2
1-2
1-4
7
A1-8.7
FE
ROOF OUTLINE
9
A1-8.5
WOOD BENCH
5
A1-6.4
Meeting Room B
AREA DRAIN TYP, SPD
Porch
4 RISERS @ 6" /
3 TREADS @ 12"
7' - 0 3/4"
1-2
30x48 CLR
6
4' - 8"
1-2
TACTILE EXIT SIGN
WOOD CURB
B.5
8' - 8 1/4"
EQ
4 RISERS @ 6" /
3 TREADS @ 12"
DN
ACCESSIBLE
SEATING AREA
11' - 2 1/4"
1' - 0"
3' - 8 5/8"
0' - 9 1/4"
1
PROVIDE ACCESS PANEL AS REQ'D
BY HVAC MFR
SLOPE
1.75%
MAX
2
3
OVERFLOW
DOWNSPOUT
DAYLIGHT AT PORCH
WOOD CURB
2' - 0"
4' - 0"
A1-6.2
GUTTER DOWNSPOUT TO
DOWNSPOUT BOOT
Consultant:
MOVABLE PARTITION POCKET
3
A1-9.2
W2
30x48 CLR
A1-6.1
12 SF
10
1-4
A1-6.3
1-8
7
4
A1-8.4
1-101
W1
Meeting Room A
1-105
1
EQ
W3
4
310 SF
MEETING ROOM C CASEWORK TYP
8
A1-8.4
A1-6.3
30x48 CLR
2
4
A1-6.4
30x48 CLR
BREAK AREA KITCHENETTE
3 W1
W1
3
W1
30x48 CLR
1-103
65 SF
30x48 CLR
2' - 8 1/4"
1-1
1-2
1-4
1-2
4' - 0 3/4"
1-7
1-2
1-4
1-2
A1-6.3
5
14
1-9
15
8
1 Sim
4
A1-6.3
3 Sim
2
A1-6.2
6
W3
9
MECH
EQUIP, SMD
1-107
1-110
143 SF
Description
A1-6.3
1-10
10
CL
IT / Telecom
11
1-109
33 SF
Issue Note:
Construction
Documents
01/10/2014
1-7
Project ID:
2' - 8 1/4"
8' - 0"
RETAINING WALL, SSD
23' - 3 3/8"
8' - 2"
EQ
EQ
3' - 8"
1
A1-2.1
Floor Plan
1/4" = 1'-0"
A1-3.2
EQUIPMENT
PAD, SSD
IT EQUIP,
SED
CL WINDOW & ROOM
1
GRAVEL BETWEEN RETAINING
WALL AND BUILDING
Date
ELEC PANEL,
SED
FE
Storage
Toilet 2
No.
1
78 SF
7
12
FIRE RISER,
SPD
1-108
W2
66 SF
1-1
8' - 2 1/4"
30x48 CLR
16
W2
W1
Toilet 1
2 1-12
Mech / Elec
1-11
210 SF
1-102
212 SF
1-1
1-111
42 SF
1-3
Meeting Room C
13
Hallway
6
File Name:
Drawn by:
Checked by:
Plot Date:
Scale:
SHEET NOTES:
1. ALL DIMENSIONS TO FACE OF STUD, UON.
2. ALL PORTIONS OF THE BUILDING SHALL BE WITHIN 75
FEET OF A FIRE EXTINGUISHER. THE MINIMUM SIZE OF
THE EXTINGUISHER SHALL BE 2-A:10-BC. [CFC/906].
BLDG AREA (ENCLOSED):
2,165 SF
12-018
MRE-A-00-CD.RVT
MOH
HS
01/08/2014
1/4" = 1'-0"
Sheet Title:
Floor Plan
EXTERIOR COVERED AREA (PORCHES):
1,104 SF
Sheet No.:
PN
0'
2'
4'
8'
16'
A1-2.1
1/9/2014 10:59:57 AM
1-1
9' - 0 1/2"
1-104
6
7
2
Office
A1-4.2
6' - 0"
6' - 9"
EQ
A1-6.1
8
11
3
1
4' - 8 1/2"
8
12
E
Stamp:
1
J.C.
Vestibule
Sim
5
FE
9
A1-6.1
4' - 3 1/4"
STAINLESS
STEEL
COUNTER
AND SINK
5
1
4
1-7
Sim
6
A1-8.6
W2
1-1
1-2
FE
14
A1-8.4
TACTILE EXIT SIGN
1-5
2' - 6"
1-1
1-1
FE
8
A1-8.6
CHAIN DOWNSPOUT
D
5' - 11"
ROOF DRAIN DOWNSPOUT
TO DOWNSPOUT BOOT
9
A1-8.7
18" MIN
5' - 11 1/2"
6' - 8 1/2"
GRAVEL DOWNSPOUT WATER
COLLECTION BASIN
10' - 0"
3' - 8 1/2"
0' - 9"
DN
MOVABLE PARTITION
1-1
F
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
2' - 0"
ACCESSIBLE
SEATING AREA
4' - 9"
11' - 2 1/4"
48' - 5 1/2"
4
C
A1-3.1
Design Firm:
1-10
13
A1-8.2
2
1' - 3 3/4"
30x48 CLR
223 SF
8
A1-8.5
3' - 9"
1-10
1-106
1-6
5' - 0"
A1-3.2 2
11' - 1"
ROD WALL BRACING, SSD
3' - 9"
B
8' - 2"
EQ
2' - 0"
4' - 5"
1' - 0"
CLR LANDING AT STAIR
20' - 11 1/2"
0' - 11 3/4"
4' - 0"
A
2' - 6 3/4"
1
2
1
2
A1-4.1
A1-4.1
A1-4.2
2
3
4
5
6
7
8
9
Re-Bid
Project Title:
10
A
PV PANELS, SED
B
PLUMBING VENT TYP, SPD
CLASS 'A' CORRUGATED METAL ROOF, TYP
2" / 1'-0"
B.5
2" / 1'-0"
ROOF DRAIN AND OVERFLOW, SEE 8/A1-8.3
RD/OD, SPD FOR SCHEDULE
Design Firm:
BUILT-UP ROOF CRICKET TO DRAIN
WITH CLASS 'A' RATED SINGLE PLY ROOFING ASSEMBLY
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
OVERFLOW
GUTTER
6
A1-8.3
DOWNSPOUT, TYP
CHAIN DOWNPOUT
Consultant:
GUTTER
OVERFLOW
16
A1-8.3
12
A1-8.3
1" / 1'-0"
1" / 1'-0"
1" / 1'-0"
C
Stamp:
15
A1-8.3
D
3
A1-8.3
No.
Description
Date
2" / 1'-0"
2" / 1'-0"
E
Issue Note:
Construction
Documents
01/10/2014
F
Project ID:
File Name:
Drawn by:
METAL FRAME / WOOD SUNSHADE BELOW, TYP
Checked by:
Plot Date:
A1-2.2
Scale:
Roof Plan
1/4" = 1'-0"
Sheet Title:
Roof Plan
Sheet No.:
PN
0'
2'
4'
8'
16'
A1-2.2
1/9/2014 10:59:58 AM
1
12-018
MRE-A-00-CD.RVT
MOH
HS
01/08/2014
1/4" = 1'-0"
2
1
2
A1-4.1
A1-4.1
A1-4.2
1
2
3
4
5
CL
6
EQ
CEILING TILE AND
DEVICES
EQ
7
8
9
Re-Bid
Project Title:
10
JOIST SPACING: 24" O.C.
A
SPRINKLER HEAD, TYP
B
RUN CONDUIT IN ROOF
INSULATION SPACE. SEE
DETAIL 10/A1-8.7.
7' - 2"
ACOUSTIC DROP CEILING
FINISH GRADE PLYWOOD
AT PORCH & EAVES, TYP
WAP
FRAMING, SSD
SD
LIGHT FIXTURE TYP, SED
3' - 7"
6' - 7 1/2"
PENDANT LIGHTING, SED
M
CEILING FAN, TYP
B.5
3' - 7"
CL
6' - 7 1/2"
BEAM, SSD
EXPOSED SPRINKLER
PIPING AT PORCH
Design Firm:
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
CEILING TILE AND
DEVICES
Consultant:
MOVABLE PARTITION TRACK
DBL BEAM, SSD
GYP BD SOFFIT
Stamp:
C
10' - 4 1/2"
SIDEWALL SPRINKLER
HEAD, TYP
3' - 7"
D
M
EQ
+8'-6"
3' - 7"
3' - 7"
3' - 7"
CEILING TILE AND CL
DEVICES
+8'-6"
No.
Description
Date
SD
SD
SD
SD
3' - 7"
WAP
3' - 7"
SD
MECH EQUIP
ABOVE CEILING,
SMD
CL CEILING TILE AND
DEVICES
SD
E
24"X24" CEILING
ACCESS PANEL
TO WATER SHUT
OFF VALVES, SPD
2
A1-9.2
SD
EQ
SD
Issue Note:
+8'-6"
SD
Construction
Documents
01/10/2014
+8'-6"
F
Project ID:
File Name:
Drawn by:
DROP GYP BD
CEILING
RUN CONDUIT IN ROOF
INSULATION SPACE
1
A1-2.3
Reflected Ceiling Plan
1/4" = 1'-0"
Checked by:
SHEET NOTES:
1. ALIGN CEILING DEVICES, TYP
2. CONCEAL SPRINKLER PIPING AT
FINISHED CEILING SPACES, TYP
3. SPRINKLER PIPING LAYOUT IS
DIAGRAMATIC. INTENT OF DIAGRAM IS TO
INDICATE STRATEGY OF CONCEALING
PIPING.
METAL FRAME / WOOD SUNSHADE, TYP
Plot Date:
Scale:
12-018
MRE-A-00-CD.RVT
MOH
HS
01/08/2014
1/4" = 1'-0"
Sheet Title:
Reflected
Ceiling Plan
Sheet No.:
PN
0'
2'
4'
8'
16'
A1-2.3
1/9/2014 11:00:00 AM
+8'-6"
24"X24" CEILING
ACCESS PANEL,
TYP
1
2
3
4
5
6
7
8
9
Re-Bid
Project Title:
10
SLAB THERMOSTAT, SMD
EQ
EQ
EQ
EQ
A
DOWNSPOUT DRAIN
TO DAYLIGHT TYP
FLOOR RECEPTACLE TYP, SED
C.J.
CONTROL JOINTS TYP, SSD
SLOPE
DN
C.J.
B
EXT CONC PORCHES
AND WALLS W/
INTEGRAL LAMP BLACK,
BROOM FINISH, AND
SEALER
FINISHED CONC SLAB, TYP
C.J.
CONC CURB TYP, SSD
Porch
C.J.
FF: 337.00
EQ
SLOPE
AREA DRAIN TYP, SPD
RIGID FOUNDATION INSULATION
(SHOWN DASHED)
Meeting Room B
1-106
TOC: +340.5
223 SF
C.J.
B.5
RETAINING WALL SUBDRAIN TO DAYLIGHT TYP
C.J.
SLOPE
SLOPE
SLOPE
GRAVEL AREA DRAIN PIPE TO DAYLIGHT TYP
MAX SLOPE AT PAVED
SURFACES: 1.75% TYP
SLOPE
C.J.
C.J.
C.J.
SLOPE
EQ
SLOPE
12 SF
1-102
310 SF
C.J.
C.J.
SLOPE
78 SF
C.J.
Toilet 1
1-103
1-108
C.J.
C.J.
212 SF
Meeting Room C
Mech / Elec
ALIGN
1-105
210 SF
C.J.
C.J.
C.J.
EQ
AD-3, TYP.
SPD FOR
SCHEDULE
1-101
C.J.
Office
J-BOX FOR FUTURE
SLAB TEMP, SMD
SLOPE
42 SF
Meeting Room A
C.J.
C.J.
C.J.
1-111
C.J.
SLOPE
E
FF: 337.00
Hallway
1-104
Stamp:
No.
FLOOR DRAIN, SPD
65 SF
TOC: +340.5
Toilet 2
Storage
1-110
1-107
66 SF
143 SF
Description
Date
1
C.J.
7' - 9"
J.C.
C.J.
EQ
TOC: +340.5
TOC: +340.5
C.J.
SLOPE
C.J.
FF: 337.00
FF: 337.00
EQ
SLOPE
EQ
EQ
SLOPE
C.J.
EQ
SLOPE
C.J.
SLOPE
11' - 0 3/4"
FF: 337.00
SLOPE
EQ
CONTINUED
FROM
BLACKSMITH
SHOP
FF: 337.00
SLOPE
SLOPE
D
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
Consultant:
SLOPE
C.J.
TOC: +340.5"
EQ
CENTER CONTROL JOINTS ON COLUMNS, TYP
SLOPE
DN
C
Design Firm:
IT / Telecom
1-109
33 SF
F
SLOPE
RIGID DRAIN PIPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
SLOPE
Issue Note:
CO
CO
Construction
Documents
01/10/2014
PERF SUBDRAIN
CO
SLOPE AT GRAVEL
SURFACES: 5% TYP
CO
J-BOX FOR FUTURE
SLAB TEMP, SMD
2-WAY CLEANOUT
RIGID DRAIN PIPE
CLEANOUT, SPD
Project ID:
SLOPE DRAIN PIPES 1%, TYP
RECESS FOR TILE
PERF DRAIN PIPE
EQUIPMENT PAD, SSD
File Name:
Drawn by:
AD-3, TYP. SPD FOR
SCHEDULE
Checked by:
Plot Date:
Scale:
12-018
MRE-A-00-CD.RVT
MOH
HS
01/08/2014
1/4" = 1'-0"
Sheet Title:
A1-2.4
Slab Plan
Slab Plan
1/4" = 1'-0"
Sheet No.:
PN
0'
2'
4'
8'
16'
A1-2.4
1/9/2014 11:00:00 AM
1
F
E
D
C
B.5
B
8
A1-8.7
Re-Bid
Project Title:
A
ALUM DOOR IN METAL CLAD WOOD FRAME.
METAL DOOR AND FRAME
HORIZONTAL JOINT AT
SIDING, TYP
FIBER CEMENT BOARD /
WOOD BATTEN SIDING, TYP
METAL FRAME /
WOOD SUNSHADE
ALIGNED
1-8
METAL CLAD WOOD
WINDOW, TYP
1-9
PG&E METER, SED
ALIGNED TYP
PV DISCONNECT, SED
WOOD TRIM AT WINDOWS, TYP
MECH EQUIP, SMD
WOOD CORNER TRIM, TYP
LOUVER TYP, SMD
Finish Floor
0' - 0"
Design Firm:
10
A1-8.2
DOOR LOUVER
FRIT GLASS PATTERN TYP OF
(4) WINDOWS ALONG LINE '7'
2
A1-3.1
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
Consultant:
East Elevation
1/4" = 1'-0"
Stamp:
2
10
9
8
7
1
6
A1-4.2
5
4
2
3
A1-4.1
WOOD RAFTER TAIL, SSD
2
1
A1-4.1
CUSTOM WOOD TRUSS WITH
METAL CONNECTORS, SSD
No.
2X WOOD SCREEN BEYOND
Description
Date
1
DBL BEAM, SSD
1-3
1-3
1-3
1-3
SG1
SG1
SG1
SG1
SG1
SG1
CHAIN
DOWNSPOUT
Issue Note:
Construction
Documents
01/10/2014
Project ID:
File Name:
Finish Floor
0' - 0"
Drawn by:
Checked by:
7
A1-8.3
Plot Date:
Scale:
DOWNSPOUT
1
A1-3.1
FRIT GLASS PATTERN TYP OF
(10) WINDOWS ALONG LINE 'A'
15
A1-8.2
12-018
MRE-A-00-CD.RVT
MOH
HS
01/08/2014
1/4" = 1'-0"
Sheet Title:
North Elevation
1/4" = 1'-0"
Elevations
Sheet No.:
SHEET NOTES:
1. SEE A0-0.2 FOR STANDARD MOUNTING HEIGHTS
0'
2'
4'
8'
16'
A1-3.1
1/9/2014 11:00:02 AM
1-3
METAL FRAME /
WOOD SUNSHADE
A
B
B.5
C
D
E
Re-Bid
Project Title:
F
3" HIGH RAISED METAL BLDG
SIGNAGE
6" HIGH RAISED METAL BLDG
NUMBERS
12
A1-8.5
CUSTOM WOOD TRUSS WITH
METAL CONNECTORS, SSD
METAL FRAME / WOOD
SUNSHADE
2X WOOD SCREEN BEYOND
FIBER CEMENT BOARD /
WOOD BATTEN SIDING, TYP
METAL CLAD WOOD WINDOW, TYP
ENVIRONMENTAL
EDUCATION
CENTER
WOOD TRIM AT DOORS, TYP
22221D
WOOD BENCH
RETAINING WALL, SSD
ALIGNED TYP
WOOD CORNER TRIM, TYP
Finish Floor
0' - 0"
Design Firm:
ALUM DOOR IN METAL CLAD
WOOD FRAME.
2
A1-3.2
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
West Elevation
1/4" = 1'-0"
Consultant:
Stamp:
2
1
A1-4.1
1
2
3
A1-4.1
2
4
5
6
5
A1-8.8
A1-4.2
7
8
3
A1-8.6
9
10
METAL FRAME / WOOD
SUNSHADE, TYP
LOUVER TYP, SMD
No.
1-3
1-3
1-3
1-3
1-3
Description
Date
1-3
ALIGNED
Issue Note:
Construction
Documents
01/10/2014
Finish Floor
0' - 0"
Project ID:
File Name:
HORIZONTAL JOINT AT
SIDING, TYP
Drawn by:
Checked by:
Plot Date:
A1-3.2
South Elevation
1/4" = 1'-0"
Scale:
Sheet Title:
Elevations
Sheet No.:
SHEET NOTES:
0'
2'
4'
8'
16'
A1-3.2
1/9/2014 11:00:03 AM
1
12-018
MRE-A-00-CD.RVT
MOH
HS
01/08/2014
1/4" = 1'-0"
A
B
B.5
C
D
E
Re-Bid
Project Title:
F
1
A1-8.1
2
A1-8.1
TO BEAM: 9' - 11 3/8"
1'-0"
TO PLATE: 12' - 7 5/16"
2"
Finish Floor
0' - 0"
Design Firm:
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
Consultant:
2
A1-4.1
Section at Office
1/4" = 1'-0"
Stamp:
A
B
B.5
C
D
E
F
14
A1-8.5
No.
13
A1-8.5
TO BEAM: 12' - 9 3/8"
Description
Date
1
1'-0"
2"
1'-0"
TO PLATE: 12' - 7 5/16"
2"
1-5
10
A1-9.2
METAL FRAME / WOOD SUNSHADE
1-6
Issue Note:
Construction
Documents
01/10/2014
Project ID:
Finish Floor
0' - 0"
10
A1-8.5
File Name:
Drawn by:
METAL CLAD FOLDING DOOR IN METAL
CLAD WOOD FRAME.
Checked by:
Plot Date:
1
A1-8.2
Scale:
12-018
MRE-A-00-CD.RVT
MOH
HS
01/08/2014
1/4" = 1'-0"
Sheet Title:
Sheet No.:
0'
2'
4'
8'
16'
A1-4.1
1/9/2014 11:00:05 AM
1
A1-4.1
Sections
Section at Meeting Room C and
Porch
1/4" = 1'-0"
A
B
B.5
14
A1-8.5
C
D
E
F
1
A1-8.3
PV PANELS, SED
1'-0"
TO PLATE: 13' - 5 9/16"
2"
7
A1-8.4
2"
1
A1-9.2
1'-0"
TO BEAM: 9' - 11 3/8"
TO PLATE: 12' - 7 5/16"
10
A1-9.2
6
A1-8.4
7
A1-8.8
14' - 0 7/8"
14' - 11 1/8"
Re-Bid
Project Title:
5
A1-8.4
Finish Floor
0' - 0"
Design Firm:
2
A1-4.2
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
Section at Classrooms
1/4" = 1'-0"
Consultant:
2
1
2
A1-4.2
A1-4.1
A1-4.1
Stamp:
10
9
8
7
6
5
4
3
2
1
7
A1-8.6
1
A1-8.6
SPRINKLER HEAD WO
ACCESS PANEL
FOR FAUCET
VALVES, SPD
4
A1-8.6
SG1
SG1
No.
Description
Date
LIGHT FIXTURE TYP, SED
SG1
FIREMAN'S KEY BOX
SG1
SG1
SG1
RECEPTACLE TYP, SED
Issue Note:
Construction
Documents
01/10/2014
Finish Floor
0' - 0"
HOSE BIBB, SPD
10
A1-8.2
STAINLESS STEEL
COUNTER AND SINK
Project ID:
WALL DOOR BUMPER
ALUM DOOR IN METAL
CLAD WOOD FRAME.
FIRE ALARM, SED
File Name:
Drawn by:
Checked by:
Plot Date:
Scale:
12-018
MRE-A-00-CD.RVT
MOH
HS
01/08/2014
1/4" = 1'-0"
Sheet Title:
A1-4.2
Sections
Porch Elevation Section
1/4" = 1'-0"
Sheet No.:
0'
2'
4'
8'
16'
A1-4.2
1/9/2014 11:00:07 AM
1
Project Title:
5
4
Re-Bid
E
3
RESTROOM
SIGNAGE
7' - 0"
CABINET LOCKS TYP
AT CABINET DOORS
Finish Floor
0' - 0"
12
A1-6.1
Finish Floor
0' - 0"
11
Vestibule - West
1/4" = 1'-0"
A1-6.1
Finish Floor
0' - 0"
Vestibule - South
1/4" = 1'-0"
E
4
7
A1-6.1
1' - 1 3/4"
8
Meeting Room C - South
1/4" = 1'-0"
A1-6.1
2' - 4 5/8"
4' - 0"
4' - 0"
2' - 4 5/8"
Finish Floor
0' - 0"
Meeting Room C - West
1/4" = 1'-0"
5
3
MAX OCCUPANCY SIGN
Design Firm:
WOOD TRIM AT WINDOWS
AND DOORS, TYP
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
B&B SIDING, TYP
Consultant:
GLASS DOOR CABINETS WITH
ADJUSTABLE SHELVING
FIRE EXTINGUISHER
OPEN
ADJUSTABLE SHELVING
WOOD BASE, TYP
Finish Floor
0' - 0"
10
A1-6.1
Vestibule - East
1/4" = 1'-0"
Finish Floor
0' - 0"
9
A1-6.1
Finish Floor
0' - 0"
5
Vestibule - North
1/4" = 1'-0"
A1-6.1
Finish Floor
0' - 0"
6
Meeting Room C - North
1/4" = 1'-0"
A1-6.1
Stamp:
Meeting Room C - East
1/4" = 1'-0"
No.
Description
Date
1
2
2
FIRE ALARM, SED
Issue Note:
WOOD TRIM AT
WINDOWS, TYP
Construction
Documents
01/10/2014
FIRE EXTINGUISHER
Project ID:
File Name:
Drawn by:
WOOD BASE, TYP
Checked by:
Plot Date:
1
A1-6.1
Office - North
1/4" = 1'-0"
Finish Floor
0' - 0"
2
A1-6.1
Office - East
1/4" = 1'-0"
Finish Floor
0' - 0"
3
A1-6.1
Office - South
1/4" = 1'-0"
Finish Floor
0' - 0"
4
A1-6.1
Scale:
Sheet Title:
Office - West
1/4" = 1'-0"
Interior
Elevations
Sheet No.:
SHEET NOTES:
1. ALIGN DEVICES, TYP
3. PROVIDE BLOCKING FOR WALL MOUNTED DEVICES PER DETAIL 9/A1-9.2, TYP
0'
2'
4'
8'
16'
A1-6.1
1/9/2014 11:00:09 AM
Finish Floor
0' - 0"
12-018
MRE-A-00-CD.RVT
MOH
HS
01/08/2014
1/4" = 1'-0"
Re-Bid
Project Title:
WALL BUMPER
RUBBER BASE, TYP
Finish Floor
0' - 0"
A1-6.2
7
Storage - East
1/4" = 1'-0"
A1-6.2
Finish Floor
0' - 0"
8
Storage - South
1/4" = 1'-0"
A1-6.2
E
D
C
Storage - West
1/4" = 1'-0"
B.5
B
ASSISTIVE
LISTENING SYSTEM
SIGN
FIRE ALARM, SED
EXIT SIGN, SED
TACTILE EXIT SIGN
Design Firm:
SECURITY ALARM
KEYPAD, SED
EXIT SIGN, SED
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
TACTILE EXIT SIGN
MAX OCCUPANCY
SIGN
MAX OCCUPANCY SIGN
Consultant:
WOOD TRIM AT
WINDOWS AND
DOORS, TYP
FIRE EXTINGUISHER
WOOD BASE, TYP
Finish Floor
0' - 0"
A1-6.2
4
Meeting Room A - South
1/4" = 1'-0"
A1-6.2
Stamp:
Meeting Room A/B - West
1/4" = 1'-0"
B
B.5
C
D
E
PARTITION POCKET
No.
GRILLE, SMD
7
A1-8.7
EXIT SIGN, SED
ACCESSIBLE SINK
9
A1-9.1
FIRE EXTINGUISHER
ACCESSIBLE SINK
HOOD - PROVIDE WALL
SWITCH FOR ADA
COMPLIANCE
6' - 8"
6
A1-8.7
8
A1-9.1
1
A1-6.2
Meeting Room B - North
1/4" = 1'-0"
2
A1-6.2
3' - 4"
4
A1-9.1
1' - 8" 2' - 6"
2' - 6"
13
A1-9.1
3' - 4"
3' - 4"
SIMULATED STONE
COUNTERTOP AND
BACKSPLASH
COOKTOP
Project ID:
REFRIGERATOR
File Name:
Drawn by:
OVEN IN BASE CABINET
27" CLR
Finish Floor
0' - 0"
Construction
Documents
01/10/2014
3' - 6"
ROD WALL BRACING, SSD
7' - 0"
CABINET LOCKS,
TYP ALL DOORS
AND DRAWERS
Issue Note:
2' - 10" 1' - 8"
GRILLE, SMD
BUILT-IN
CASEWORK W/
ADJUSTABLE
SHELVING, TYP
Date
TACTILE EXIT SIGN
5
A1-9.1
SIMULATED STONE
COUNTERTOP AND
BACKSPLASH
Description
1
2' - 11 1/2"
2' - 3 1/2"
2' - 0"
Finish Floor
0' - 0"
Plot Date:
Scale:
Sheet Title:
2' - 3"
1
A1-9.1
Checked by:
12-018
MRE-A-00-CD.RVT
MOH
HS
01/08/2014
1/4" = 1'-0"
Interior
Elevations
Meeting Room A/B - East
1/4" = 1'-0"
Sheet No.:
SHEET NOTES:
0'
2'
4'
8'
16'
A1-6.2
1/9/2014 11:00:10 AM
3
Finish Floor
0' - 0"
27" CLR
A1-6.2
6
Storage - North
1/4" = 1'-0"
Finish Floor
0' - 0"
2' - 10"
5
Finish Floor
0' - 0"
Re-Bid
Project Title:
EXHAUST FAN, SMD
FIRE RISER, SPD
ELEC PANEL, SED
FIRE RISER, SPD
PV EQUIPMENT, SED
FIRE EXTINGUISHER
WALL BUMPER
RADIANT
MANIFOLD, SMD
RUBBER BASE, TYP
Finish Floor
0' - 0"
13
A1-6.3
Finish Floor
0' - 0"
14
Mech / Elec - North
1/4" = 1'-0"
A1-6.3
Finish Floor
0' - 0"
15
Mech / Elec - East
1/4" = 1'-0"
A1-6.3
Finish Floor
0' - 0"
16
Mech / Elec - South
1/4" = 1'-0"
A1-6.3
Mech / Elec - West
1/4" = 1'-0"
COOLING UNIT, SMD
PLYWD
PLYWD
PLYWD
NETWORK
EQUIP, SED
EQUIPMENT, TYP.
SED & SMD
RUBBER BASE, TYP
Design Firm:
Finish Floor
0' - 0"
9
A1-6.3
10
IT Room - North
1/4" = 1'-0"
Finish Floor
0' - 0"
Finish Floor
0' - 0"
11
IT Room - East
1/4" = 1'-0"
A1-6.3
A1-6.3
Finish Floor
0' - 0"
12
IT Room - South
1/4" = 1'-0"
A1-6.3
IT Room - West
1/4" = 1'-0"
Consultant:
WATER HEATER, SPD
MOP / BROOM HOLDER
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
LIGHT FIXTURE, SED
Stamp:
FRP TYP
HOSE BIBB, SPD
FAUCET, SPD
RUBBER BASE TYP
MOP SINK, SPD
Finish Floor
0' - 0"
5
A1-6.3
Janitor Closet - North
1/4" = 1'-0"
Finish Floor
0' - 0"
6
A1-6.3
Finish Floor
0' - 0"
7
Janitor Closet - East
1/4" = 1'-0"
A1-6.3
No.
Finish Floor
0' - 0"
8
Janitor Closet - South
1/4" = 1'-0"
A1-6.3
Description
Date
Janitor Closet - West
1/4" = 1'-0"
Issue Note:
FIRE ALARM, SED
Construction
Documents
01/10/2014
TILE, TYP
6
A1-9.2
WALL BUMPER
ROBE HOOK
SOAP AND PTD
ACCESSORIES, OFCI
Project ID:
GRAB BAR, TYP
TP DISPENSER
5' - 3"
SEAT COVER
DISPENSER
BABY
CHANGING
STATION
File Name:
Drawn by:
Checked by:
Plot Date:
WALL CO, SPD
Scale:
12-018
MRE-A-00-CD.RVT
MOH
HS
01/08/2014
1/4" = 1'-0"
Sheet Title:
1
A1-6.3
Toilet - North
1/4" = 1'-0"
Finish Floor
0' - 0"
2
A1-6.3
Toilet - East
1/4" = 1'-0"
Finish Floor
0' - 0"
3
A1-6.3
5
A1-9.2
Toilet - South
1/4" = 1'-0"
Finish Floor
0' - 0"
4
A1-6.3
Interior
Elevations
Toilet - West
1/4" = 1'-0"
SHEET NOTES:
Sheet No.:
0'
2'
4'
8'
16'
A1-6.3
1/9/2014 11:00:13 AM
Finish Floor
0' - 0"
C
B.5
B
3
4
Re-Bid
Project Title:
5
Design Firm:
Level 2
11' - 0"
Level 2
11' - 0"
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
Consultant:
BENCHES IN FRONT
Finish Floor
0' - 0"
5
A1-6.4
Finish Floor
0' - 0"
6
Porch - East
1/4" = 1'-0"
A1-6.4
Stamp:
Porch - North
1/4" = 1'-0"
No.
Description
Date
Issue Note:
Construction
Documents
01/10/2014
Project ID:
WOOD BASE, TYP
File Name:
Drawn by:
Checked by:
Finish Floor
0' - 0"
Finish Floor
0' - 0"
Finish Floor
0' - 0"
Finish Floor
0' - 0"
Plot Date:
Scale:
12-018
MRE-A-00-CD.RVT
VMH
MOH
01/08/2014
1/4" = 1'-0"
Sheet Title:
A1-6.4
Hallway-North
1/4" = 1'-0"
2
A1-6.4
Hallway-East
1/4" = 1'-0"
3
A1-6.4
Hallway-South
1/4" = 1'-0"
4
A1-6.4
Hallway-West
1/4" = 1'-0"
Interior
Elevations
Sheet No.:
0'
2'
4'
8'
16'
A1-6.4
1/9/2014 11:00:14 AM
1
Project Title:
Mark
1-1
1-2
1-3
1-4
1-5
1-6
1-7
1-8
1-9
1-10
1-11
1-12
Width
3' - 0"
3' - 0"
3' - 0"
2' - 6"
3' - 0"
12' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
Height
8' - 0"
8' - 0"
7' - 0"
7' - 0"
8' - 0"
8' - 0"
8' - 0"
8' - 0"
8' - 0"
7' - 0"
7' - 0"
7' - 0"
Door Type
A
A
B
B
A
C
A
B
B
B
B
B
Door Panel
ALUM / GLASS
ALUM / GLASS
METAL
METAL
ALUM / GLASS
MTL CLAD WD / GLASS
ALUM / GLASS
WD
METAL
WD
WD
WD
Door Frame
MTL CLAD WD
MTL CLAD WD
METAL
METAL
MTL CLAD WD
MTL CLAD WD
MTL CLAD WD
METAL
METAL
METAL
METAL
METAL
Hardware
Group
1
2
3
4
12
8
12
11
6
7
13
5
Head Detail
10/A1-8.4
10/A1-8.4
14/A1-8.6
10/A1-8.6
10/A1-8.4
2/A1-8.7
10/A1-8.4
14/A1-8.7
10/A1-8.6
14/A1-8.7
14/A1-8.7
14/A1-8.7
Jamb Detail
13/A1-8.4
13/A1-8.4
15/A1-8.6
11/A1-8.6
13/A1-8.4
4/A1-8.7
13/A1-8.4
14/A1-8.7
11/A1-8.6
14/A1-8.7
14/A1-8.7
14/A1-8.7
Threshold Detail
9/A1-8.4
9/A1-8.4
5/A1-8.7
9/A1-8.6
9/A1-8.4
1/A1-8.7
9/A1-8.4
9/A1-8.6
13/A1-8.7
-
Re-Bid
Door Schedule
Remarks
3/4" UNDERCUT
EGRESS DOOR / PANIC HARDWARE
3/4" UNDERCUT
DOOR LOUVER TO PROVIDE .4SF NFA
3/4" UNDERCUT
20 MIN RATED
DOOR LOUVER, WO
EGRESS DOOR
DOOR NOTES:
1. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE
WITHOUT THE USE OF A KEY, THUMB TURN, OR ANY SPECIAL KNOWLEDGE
OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS
ARE NOT PERMITTED, UNLESS ANY OF THE EXCEPTIONS TO SECTION
1008.1.9.4 ARE MET.
2. ALL GLAZED DOORS SHALL BE SAFETY GLAZED.
Design Firm:
5/8" TYPE 'X' GYPSUM BOARD
W3
A
1 HR RATED
2X6 WOOD FRAMING, SSD
B
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
C
Door Types
1/4" = 1'-0"
Consultant:
WINDOW NOTES:
1. SEE EXTERIOR ELEVATIONS FOR SAFETY GLAZING LOCATIONS.
SG1 = INSULATED GLASS TEMPERED
2. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ORDER.
3. SEE ELEVATIONS FOR OPERABLE SASH LOCATIONS AND SWING DIRECTION.
4. SEE ELEVATIONS FOR FRIT GLASS PATTERN LOCATIONS.
1-3
3' - 4"
W2
MARVIN WINDOWS MODEL #S
SHOWN FOR REFERENCE, TYP
3' - 1 3/8"
2' - 11 1/8"
CUAWN4036
Stamp:
3' - 4"
3' - 4"
1-1
1-2
1-4
1-5
1-6
1-7
1-8
1-9
4' - 11 1/8"
No.
Date
1-10
Issue Note:
Construction
Documents
01/10/2014
Room Finish Schedule
Number
Description
CUCA4060
Window Types
1/4" = 1'-0"
Wall Types
1/2" = 1'-0"
PARTITION NOTES:
1. SEE STRUCTURAL DRAWINGS FOR SHEAR PLYWOOD.
2. SEE FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR APPLIED FINISH
MATERIALS (GYP BD, TILE, ETC)
3. AT ACOUSTIC PARTITIONS, FRAME TO STRUCTURE ABOVE AND SEAL
TOP & BOTTOM OF GYP BD WITH ACOUSTICAL SEALANT.
4. AT FIRE RATED PARTITIONS, FRAME TO STRUCTURE ABOVE AND SEAL
TOP & BOTTOM WITH FIRE RESISTIVE SEALANT.
5. PROVIDE FURRING AT WALLS ADJACENT TO STRUCTURAL SHEAR
WALLS TO MAINTAIN ALIGNMENT OF FINISHES.
6. PROVIDE GYPSUM BOARD AT ADJACENT WALLS TO MAINTAIN
ALIGNMENT OF FINISHES.
7. USE WATER RESISTANT INTERIOR GYP BD PANELS AT ALL RESTROOMS,
KITCHENS, AND JANITOR'S CLOSETS UON.
8. ALL GYP BD USED IN THIS PROJECT SHALL BE 5/8" TYPE 'X'.
9. SEE DETAIL 13/A1-9.2 FOR RECESSED OUTLETS AND J-BOXES IN
ACOUSTIC AND FIRE RATED PARTITIONS.
CUCAP4032
2' - 2 7/16"
CUCAP4072
3' - 4"
1' - 0"
CUCA4072
3' - 4"
Name
Floor Finish
Base Finish
Wall Finish
1-101
1-102
1-103
Office
Meeting Room C
Toilet 1
Concrete - Integral Lamp Black - Stained - Sealed
Tile
Wood - Clear Finish
Wood - Clear Finish
Tile - Coved
Gypsum Board
Gypsum Board
Water Resistant Gypsum Board / Tile
1-104
J.C.
Concrete - Sealed
Rubber
Water Resistant Gypsum Board / FRP
1-105
1-106
1-107
1-108
1-109
1-110
Meeting Room A
Meeting Room B
Storage
Mech / Elec
IT / Telecom
Toilet 2
Concrete - Sealed
Concrete - Sealed
Tile
Wood - Clear Finish
Wood - Clear Finish
Rubber
Rubber
Rubber
Tile - Coved
Gypsum Board
Gypsum Board
Gypsum Board
Gypsum Board
Gypsum Board
Water Resistant Gypsum Board / Tile
1-111
Hallway
Wood - Clear Finish
Gypsum Board
Ceiling Finish
Dropped Acoustic Ceiling Tile, See 7/A1-9.2
Water Resistant Gypsum Board over Suspended Metal Support System, See
11,14,15/A1-9.2
11,14,15/A1-9.2
Gypsum Board over Suspended Metal Support System, See 11,14,15/A1-9.2
Gypsum Board
Gypsum Board
11,14,15/A1-9.2
Gypsum Board over Suspended Metal Support System, See 11,14,15/A1-9.2
Project ID:
File Name:
Drawn by:
Checked by:
Plot Date:
Scale:
12-018
MRE-A-00-CD.RVT
MOH
HS
01/08/2014
As indicated
Sheet Title:
Schedules
Sheet No.:
A1-7.1
1/9/2014 11:00:15 AM
W1
CUDH3226
0' - 6 5/8"
3' - 4"
5' - 8 3/4"
2' - 6 5/8"
5' - 8 3/4"
2' - 7 1/8"
5' - 11 1/8"
5' - 0 3/8"
ACOUSTIC INSUL
5' - 11 1/8"
OBSCURE GLAZING
C
CORRUGATED MTL ROOF
OVER MEMBRANE OVER
1.5" RIGID INSUL OVER
SHEATHING, SSD, OVER
STRUCTURE, SSD, WITH
INSULATION
F
D
Re-Bid
Project Title:
2X FASCIA
2X TRIM
RAFTER TAIL, SSD
TOP OF PLATE
GSM FLASHING
@ BEAM
GUTTER
1
A1-8.3
BOARD AND BATTEN SIDING
OVER 2X2 FURRING WITH
AIR GAP AND 1" RIGID INSUL
OVER BLDG PAPER OVER
SHEATHING, SSD, OVER
STRUCTURE, SSD, WITH
INSULATION
11
A1-8.3
TOP OF PLATE
TOP OF BEAM
SUSPENDED ACOUSTIC
CEILING
GYP BD
13
FINISH GRADE PLYWD @
EXPOSED PORCH & EAVES
A1-8.8
JOIST, SSD
Design Firm:
BEAMS & POST BEYOND, SSD
10
2
A1-8.4
A1-8.4
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
SIM
MTL CLAD WOOD WINDOW
13
Consultant:
A1-8.4
3
A1-8.4
MTL CLAD WD DOOR AND FRAME
Stamp:
1
A1-8.4
1-1/2" MAX DIA PTD
METAL HANDRAIL,
34.5" ABOVE NOSING
1'-0"
LEVEL
FROM
NOSING
No.
1
Date
CUSTOM POST BASE, SSD
THERMALLY BROKEN
THRESHOLD, TYP
WD BASE
9
A1-8.4
3
2
15
A1-8.5
A1-8.5
CONCRETE SLAB, SSD
1
CONCRETE PORCH, SSD
SLOPE
1'-0"
FROM
NOSING
A1-8.5
Description
A1-8.2
A1-8.2
OPP
GRAVEL
SIM
SLOPE
FINISH FLOOR
0'-0"
5%
SLOPE
FINISH FLOOR
0'-0"
Issue Note:
Construction
Documents
01/10/2014
CONCRETE
STAIR
3
Project ID:
AREA DRAIN
A1-8.5
SLOPE
1.75% MAX,
SCD
HARD PIPE
TO DAYLIGHT
File Name:
Drawn by:
Checked by:
Plot Date:
Scale:
FOUNDATION, SSD
MRE: 12-018
MRE_08_DET-EXT
MOH
HS
01/08/2014
1"=1'-0"
Sheet Title:
2
A1-8.1
STABILIZED
SURFACE, SCD
1
Wall Section at Porch Roof
SCALE: 1" = 1'-0"
NOTE:
SEE 1/A1-8.1 FOR
INFORMATION NOT NOTED
A1-8.1
Wall Section at Upper Eave
SCALE: 1" = 1'-0"
Wall
Sections
Sheet No.:
A1-8.1
1/9/2014 12:46:28 PM
1'-0"
LEVEL
A1-8.2
WOOD BENCH BEYOND
34.5"
CONCRETE
STEPS BEYOND
RETAINING
WALL, SSD
5
Re-Bid
Project Title:
1X3 WD BATTEN
BEYOND
FIBER CEMENT
BOARD O/ 2X2
FURRING O/
BLDG PAPER
GYP BD
1/2" AIR GAP O/
1" RIGID WALL
INSULATION,
TYP
2X2 FURRING @
16" O.C. O/
FOUNDATION.
FASTEN WITH PDF
@ 12" O.C.
WOOD STUDS
W/ BATT INSUL,
TYP
PLYWD SHTG,
SSD
SILL PLATE &
GASKET, TYP
GSM FLASHING
3 1/2"
1/2" CEMENT BD O/
1" RIGID
FOUNDATION
INSULATION
1-1/2"
SHAPE 2X PT
BLOCK TO DRAIN
REACH RANGE
4X8 PT PLANKS,
SSD
SCALE: 1 1/2" = 1'-0"
SEE 1 & 3/A1-8.2 FOR INFO NOT NOTED
7" CLR
A1-8.2
FOUNDATION @ LOWER GRADE, TYP
Design Firm:
VAPOR
BARRIER
STEEL POSTS
@ 6'-0" OC
BEYOND, SSD
CONCRETE
FOOTING, SSD
3
CLEAN
CRUSHED
DRAIN ROCK
WRAPPED IN
FILTER FABRIC
3" RIVER WASHED
GRAVEL
COMPACTED
SUBGRADE
4" DIA PERF
SUBDRAIN
W/ PERF
SIDE DOWN,
SLOPE 1%
MIN
BIKE RACK POST
3"
INSULATED HOT &
COLD WATER
SUPPLY LINES
2'-1"
3"
9" MIN
6" MAX
INSULATED DRAIN
LINE. POSITION TO
AVOID KNEE SPACE.
44" MAX
CONCRETE
FOUNDATION
KNEE SPACE
27" CLR
8" MIN
AREA DRAIN
WITH
PERFORATED
EXTENSION
ADJUSTABLE LEGS,
TYP
CONC PORCH
4" DIA SOLID
PIPE, SLOPE
1% MIN
A1-8.2
10
BIKE RACK FOUNDATION
A1-8.2
SCALE: 1 1/2" = 1'-0"
GALV U-BOLT & NUTS
1/2" MAX
RADIUS, TYP
10"
2"
1
8 1/2"
Consultant:
3
A1-8.2
FOUNDATION @ GRADE, TYP
SCALE: 1 1/2" = 1'-0"
1X3 WD BATTEN
BEYOND
FIBER CEMENT
BOARD O/ 2X2
FURRING O/
BLDG PAPER
C
4"
x 4" SELF-DRILLING
SCREW, TYP OF 2
1
4"x3"x5" GALV STL
PLATE O/ MORTAR BED
SLOPE
EXTERIOR ACCESSIBLE SINK
SCALE: 1 1/2" = 1'-0"
Stamp:
1/2" AIR GAP O/
1" RIGID WALL
INSULATION,
TYP
GYP BD
WOOD STUDS
W/ BATT INSUL,
TYP
PLYWD SHTG,
SSD
SILL PLATE &
GASKET, TYP
GSM FLASHING
SHAPE 2X PT
BLOCK TO DRAIN
CONC
FOOTING, SSD
1'-0"
14
4"
1.75% MAX
SLOPE
SEE 5/A1-9.1 FOR INFO NOT NOTED
CHAIN DOWNSPOUT
GRAVEL BED
CONCRETE PORCH, SSD
SLOPE
CONC SLAB,
SSD
SLOPE
Construction
Documents
01/10/2014
Project ID:
File Name:
Drawn by:
Checked by:
Plot Date:
1" RIGID
FOUNDATION
INSULATION
VAPOR
BARRIER
CONCRETE
FOOTING, SSD
SCALE: 1" = 1'-0"
Date
NAILER
CRUSHED
ROCK OR
GRAVEL PER
GEOTECH
FINISH FLOOR
0'-0"
SLOPE
A1-8.2
Description
Issue Note:
AREA DRAIN, SPD
GRAVEL BED AT CHAIN DOWNSPOUT
No.
1X6 WD BASE
BD
COMPRESSIBLE
FILLER
13
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
5
A1-8.2
WOOD RETAINING WALL, TYP
SCALE: 1 1/2" = 1'-0"
SEE 3/S1-5.2 FOR INFO NOT NOTED
1
A1-8.2
FOUNDATION @ PORCH SLAB, TYP
SCALE: 1 1/2" = 1'-0"
Scale:
MRE: 12-018
MRE_08_DET-EXT
KMR
MOH
01/08/2014
Varies
Sheet Title:
Foundation
Details
Sheet No.:
A1-8.2
1/9/2014 12:46:28 PM
15
21-1/2"L X 15-1/2"W X
5-1/2"D UNDER
COUNTER
MOUNTED STAINLESS
STEEL SINK
SST PDF W/
LARGE SST
WASHER @ 24"
O.C.
3 1/2"
STAINLESS STEEL
COUNTER
6 1/2"
CLR
8"
MIN
STAINLESS STL
FASTENERS @ 24"
o.c. INTO BLKG
CRUSHED
ROCK OR
GRAVEL PER
GEOTECH
2"
CLR
1 1/2"
PTD BLKG BTWN
BATTENS
4"
DRAINAGE BOARD
O/ SELF ADHERED
BITUMINOUS SHEET
WATERPROOFING,
WRAP GEOTEXTILE
FABRIC O/ TOP OF
DRAINAGE BOARD
FOR CLOSURE
CLEAN OUT WO
2"
25" MAX
NAILER
CONC SLAB,
SSD
5% SLOPE
2X6 RDWD CAP
W/ SLOPED TOP
1X6 WD BASE
BD
MEMBRANE O/ 12"
GLASS MAT GYP SHT
O/ 12" PLYWD
X
1:12 SLP
CORRUGATED
METAL
ROOFING O/
MEMBRANE
ABOVE
CRICKET
RIDGE
MEMBRANE O/
1
2" GLASS MAT
GYP SHT O/ 12"
PLYWD
FILL CRICKET
SPACE WITH
BATT
INSULATION
22 GA SHEET
METAL CAP ON
BEAM, TYP
1.5" RIGID
INSULATION
BEAM ,SSD
SLOPE
MEMBRANE O/ DRAIN
BODY O/ 12" GLASS
MAT GYP SHT
DRAIN
OVERFLOW
2:12 SL
P
Project Title:
ROOF DRAIN
C
x
6 1/4"
FLAT 2X @ 16" O.C. W/
RIGID INSUL BTWN, SSD
1:12 SLP
1:12 SLP
CORRUGATED
METAL
ROOFING O/
MEMBRANE
x
P
2:12 SL
Re-Bid
CORRUGATED
METAL ROOFING
O/ MEMBRANE
ABOVE CRICKET
RIDGE BEYOND
BATT INSULATION
2x2 WD
1'-0"
1.5" RIGID ROOF
INSULATION, TYP
2X RAFTER, SSD
SLOPE
2X RIDGE
BEAM, SSD
22 GA SHEET
METAL
GUTTER
16
A1-8.3
GSM FLASHING
W/ COUNTER
FLASHING
FILL CRICKET
SPACE WITH
BATT
INSULATION
PTD 3"
SCHEDULE 40
DOWNSPOUT
GUTTER AT CRICKET & BEAM
12
CRICKET RIDGE
A1-8.3
SCALE: 1 1/2" = 1'-0"
SCALE: 1 1/2" = 1'-0"
1.5" RIGID
INSULATION
PTD 3" SCHEDULE
40 DOWNSPOUT TO
EMPTY ON PAVING
ROOF VALLEY
B
8
A1-8.3
PTD 3" SCHEDULE
40 DOWNSPOUT
TO STORM DRAIN
FILL CRICKET SPACE
WITH BATT
INSULATION
GLULAM BEAM, SSD
A
GSM FLASHING
W/ DRIP EDGE
FINISH & EXT
GRADE
TONGUE &
GROOVE
PLYWD SHTG,
SSD
CRICKET VALLEY
ROOF DRAIN
SCALE: 1 1/2" = 1'-0"
2X12 WD TRIM
RABBET TRIM
BOARD TO
RECEIVE
SIDING
x
C
4 1/2"
1 1/2"
SUSPENDED
BOLT-SLOT
T-GRID W/
SEISMIC
RESTRAINT
PTD 3"
SCHEDULE 40
DOWNSPOUT
P
2:12 SL
DOWNSPOUT
BOOT WITH
CLEANOUT
8"
3 3/4"
FIBER CEMENT
BOARD O/ 2X2
FURRING O/
BLDG PAPER
ACOUSTIC CEILING TILE
W/ EDGE RABBET
1/2" AIR GAP O/
1" RIGID WALL
INSULATION,
TYP
GYP BD, TYP
PLYWD SHTG,
SSD
CONNECT TO
STORM DRAIN
LINE, SPD
WOOD STUDS
W/ BATT INSUL,
TYP
1X3 WD BATTEN
BEYOND
SCALE: 1 1/2" = 1'-0"
CORRUGATED
METAL ROOFING
O/ MEMBRANE
1/2"
2 1/2"
A1-8.3
3
ROOF DOWNSPOUT
2X8, SSD
A1-8.3
6"
GUTTER AT CHAIN RWL
SCALE: 1 1/2" = 1'-0"
Consultant:
SCALE: 1 1/2" = 1'-0"
CORRUGATED METAL
ROOFING O/ MEMBRANE
SINGLE PLY
ROOFING OVER
1
2" GLASS MAT
BATT INSULATION
GYP SHT BD
1.5" RIGID ROOF
2X4, SSD
INSULATION, TYP
1'-6"
15
A1-8.3
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
RAKE EAVE, TYP
SHAPED BLKG
AS REQ'D
VALLEY
1/2"
7
Design Firm:
x
FINISH & EXT GRADE
TONGUE & GROOVE
PLYWD SHTG, SSD
GSM FLASHING W/
DRIP EDGE
1'-8 1/4"
Stamp:
P
2:12 SL
C
No.
6
VARIES
2X WD FASCIA
1
2"
PLYWD
RAFTER TAIL
BEYOND, SSD
VALLEY AT CRICKET
SCALE: 1 1/2" = 1'-0"
1/2",
TYP
BEAM OR
RAFTER
2X12 WD TRIM
BTWN RAFTER
TAILS
ATTACH TO
WOOD
DECKING W/
ROOFING
NAIL, TYP
1"
3"
1/2"
A1-8.3
1/2",
TYP
1",
TYP
22 GA. GALV
SHEET METAL
FLASHING
W/ EDGE RABBET
LAP VERT FLAP
GYP BD, TYP
OVER HORIZ
FLAP
A1-8.3
SCALE: 1 1/2" = 1'-0"
A1-8.3
BEAM / RAFTER END GRAIN FLASHING
SCALE: NTS
FIBER CEMENT
BOARD O/ 2X2
FURRING O/
BLDG PAPER
1/2" AIR GAP O/
1" RIGID WALL
INSULATION,
TYP
Project ID:
File Name:
Drawn by:
Checked by:
Plot Date:
Scale:
1
A1-8.3
SOUTH EAVE, TYP
SCALE: 1 1/2" = 1'-0"
WOOD STUDS
W/ BATT INSUL,
TYP
MRE: 12-018
MRE_08_DET-EXT
KMR
MOH
01/08/2014
Varies
Sheet Title:
Roof
Details
PLYWD SHTG,
SSD
1/2" DRIP
5
Construction
Documents
01/10/2014
BLDG PAPER
FOLD BACK FLAP
GUTTER AT PORCH BEAMS
Issue Note:
1X3 WD BATTEN
BEYOND
ATTACH TO BEAM W/
ROOFING NAIL, TYP
11
Date
Sheet No.:
A1-8.3
1/9/2014 12:46:28 PM
2"
1.5" RIGID
INSULATION
BATT
INSULATION
Description
6 3/8"
1/4"
5 1/2"
Project Title:
Re-Bid
1/4"
6"
8
A1-8.4
4
CASEMENT WINDOW VERTICAL MULL, TYP
A1-8.4
SCALE: 3" = 1'-0"
DBL HUNG WINDOW VERTICAL MULLION, TYP
SCALE: 3" = 1'-0"
3 1/2"
15
A1-8.4
1/4"
TYPICAL WINDOW PENETRATION FLASHING
SCALE: N/A - EXPLODED VIEW TO DEMONSTRATE SEQUENCE
3 1/2"
Design Firm:
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
1/4"
2 1/2"
Consultant:
7
A1-8.4
3
AWNING WINDOW HEAD, TYP
A1-8.4
SCALE: 3" = 1'-0"
DBL HUNG WINDOW JAMB, TYP
SCALE: 3" = 1'-0"
CLAD WOOD DOOR HEAD, TYP
SCALE: 3" = 1'-0"
1/4"
A1-8.4
2 1/2"
10
3 1/2"
Stamp:
14
CLAD WOOD DOOR JAMB @ WINDOW MULLION
No.
SCALE: 3" = 1'-0"
Description
Date
11"
A1-8.4
6
A1-8.4
CASEMENT/AWNING HORIZONTAL MULL, TYP
2
A1-8.4
SCALE: 3" = 1'-0"
DBL HUNG WINDOW HEAD, TYP
SCALE: 3" = 1'-0"
Issue Note:
1 1/2"
1/2"
Construction
Documents
01/10/2014
Project ID:
File Name:
Drawn by:
Checked by:
2 1/2"
1"
Plot Date:
Scale:
1 1/4"
MRE: 12-018
MRE_08_DET-EXT
KMR
MOH
01/08/2014
Varies
Sheet Title:
Sheet No.:
13
A1-8.4
CLAD WOOD DOOR JAMB, TYP
SCALE: 3" = 1'-0"
9
A1-8.4
CLAD WOOD DOOR SILL, TYP
SCALE: 3" = 1'-0"
5
A1-8.4
CASEMENT WINDOW SILL, TYP
SCALE: 3" = 1'-0"
1
A1-8.4
A1-8.4
DBL HUNG WINDOW SILL, TYP
SCALE: 3" = 1'-0"
1/9/2014 12:46:28 PM
Opening
Details
Re-Bid
1 1/2"
Project Title:
SLOPE 1.75%
F.F.
2X6
2X4
2X3
2X6
1 1/2"
1/2"
TYP
2X4
TYP PATTERN
16
A1-8.5
12
WOOD SLATS AT PORCH ELEVATION
SCALE: 3" = 1'-0"
A1-8.5
8
WOOD SLATS AT PORCH TRUSS
A1-8.5
SCALE: 3" = 1'-0"
FLOOR DRAIN IN CONCRETE SLAB FLOOR
SCALE: 3" = 1'-0"
3 X 4 CEDAR
SLAT W/
RADIUSED
EDGES
1/4"
TYP
1/4"
TYP
3/8" X 1 1/2"
STAINLESS
STEEL BOLT
W/ WASHER
1
4" CONC EXPANSION
ANCHORS AT 12" O.C.
1/4"
TYP
3/8" X 3 1/2"
POWDER COAT
STEEL STRAP
CURB WO.
REDWD 4X8 CUT
TO HEIGHT
6"
SCALE: 3" = 1'-0"
5 1/2"
A1-8.5
2" WEEP
GROOVE AT 12"
O.C.
COLUMN BASE
2 1/2" x 2 1/2"
STEEL TUBE W/
WELDED SEAT
SUPPORT,
CORROSION
RESISTANT
UNDERCOAT &
POWDER COAT
1"
1
15
SLOPE 1.75% TYP
SEE DETAIL
1/A1-8.3 FOR
TYP NOTES
CLIP, SSD
GSM
FLASHING
SEE DETAIL
5/A1-8.3
STABILIZED DG,
WHERE OCCURS,
SCD
Consultant:
3
A1-8.5
HANDRAIL FOOTING
SCALE: 3" = 1'-0"
Stamp:
SLOPE 1.75% TYP
REBAR PIN
1'-0"
BLOCKING, SSD
CONCRETE STEP W/
1/2" MAX RADIUS
TYP, SSD
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
CONCRETE
PAVING, SSD
1'-0"
B
Design Firm:
Description
Date
1"
No.
JOIST, SSD
TRUSS TOP CHORD, SSD
TRUSS VERTICAL
POST BEYOND, SSD
TENSION ROD, SSD
A1-8.5
10
TOP CHORD ALONG LINE B (LINE A SIM)
SCALE: 1 1/2" = 1'-0"
CORRUGATED METAL
ROOFING O/ MEMBRANE
1.5" RIGID ROOF
INSULATION, TYP
A1-8.5
2
PATIO BENCH SECTION
A1-8.5
SCALE: 1 1/2" = 1'-0"
TYPICAL HANDRAIL EMBEDMENT
SCALE: 3" = 1'-0"
Issue Note:
B.5
10
A1-8.5
FINISH & EXT GRADE
TONGUE & GROOVE
PLYWD SHTG, SSD
LINE OF SUPPORT BELOW
4"
TYP
1/2", TYP
3 X 4 CEDAR
SLAT W/
RADIUSED
EDGES
Construction
Documents
01/10/2014
Project ID:
File Name:
Drawn by:
1'-3 1/2"
Checked by:
SHAPED 2X BLKG
Plot Date:
Scale:
Sheet Title:
Exterior
Details
CLIP, SSD
JOIST, SSD
+/- 4'-0" OC, TYP
8"
BEAM, SSD
C
L
13
A1-8.5
INTERMEDIATE BEAM PORCH ALONG LINE B.5
SCALE: 1 1/2" = 1'-0"
MRE: 12-018
MRE_08_DET-EXT
KMR
MOH
01/08/2014
Varies
9
A1-8.5
PATIO BENCH PLAN
SCALE: 1 1/2" = 1'-0"
1'-6"
C
L
Sheet No.:
C
L SUPPORT
1
A1-8.5
EXTERIOR STAIR NOSING
SCALE: 3" = 1'-0"
A1-8.5
1/9/2014 12:46:28 PM
14
8
A1-8.6
15
A1-8.6
METAL DOOR JAMB (INSWING), TYP
SCALE: 3" = 1'-0"
11
A1-8.6
4
CASED OPENING JAMB
SCALE: 3" = 1'-0"
A1-8.6
Re-Bid
Project Title:
EXTERIOR WATER SHUT-OFF VALVE
SCALE: 3" = 1'-0"
METAL DOOR JAMB (OUTSWING), TYP
SCALE: 3" = 1'-0"
Design Firm:
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
Consultant:
7
A1-8.6
3
CASED OPENING HEAD
A1-8.6
SCALE: 3" = 1'-0"
TYP MECHANICAL LOUVER PENETRATION
SCALE: 3" = 1'-0"
Stamp:
14
A1-8.6
METAL DOOR HEAD (INSWING), TYP
10
A1-8.6
SCALE: 3" = 1'-0"
METAL DOOR HEAD (OUTSWING), TYP
SCALE: 3" = 1'-0"
3 3/8"
NOT
USED
No.
3 3/8"
A1-8.6
Date
VARIES - 16" MAX
16"
6
Description
BOARD AND BATTEN SIDING,TYP
SCALE: 3" = 1'-0"
2
A1-8.6
PASSIVE VENTILATION PENETRATION
SCALE: 3" = 1'-0"
Construction
Documents
01/10/2014
1"
1/2"
1/2"
Issue Note:
Project ID:
File Name:
EQ.
Drawn by:
Checked by:
Plot Date:
C
L
Scale:
MRE: 12-018
MRE_08_DET-EXT
RPS
MOH
01/08/2014
Varies
Door & Siding
Details
Sheet No.:
13
A1-8.6
METAL DOOR SILL (INSWING), TYP
SCALE: 3" = 1'-0"
SEE DETAIL 1/A1-8.2 FOR INFO NOT NOTED
9
A1-8.6
METAL DOOR SILL (OUTSWING), TYP
SCALE: 3" = 1'-0"
SEE DETAIL 1/A1-8.2 FOR INFO NOT NOTED
5
A1-8.6
SIDEWALL CONDUIT PENETRATION
SCALE: 3" = 1'-0"
1
A1-8.6
SIDEWALL SPRINKLER PENETRATION
SCALE: 3" = 1'-0"
A1-8.6
1/9/2014 12:46:28 PM
EQ.
Sheet Title:
1/4"
Re-Bid
Project Title:
16
12
UNUSED
A1-8.7
SCALE: 3" = 1'-0"
8
HORIZONTAL JOINT AT FIBER CEMENT SIDING
A1-8.7
SCALE: 1 1/2" = 1'-0"
4
A1-8.7
SCALE: 3" = 1'-0"
FOLDING DOOR JAMB
SCALE: 3" = 1'-0"
1/4"
5/8"
A1-8.7
CONC CURB @ GRADE, TYP
Design Firm:
A
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
6"
15
11
UNUSED
A1-8.7
A1-8.7
SCALE: 3" = 1'-0"
CONC CURB @ PORCH SLAB, TYP
7
A1-8.7
SCALE: 1 1/2" = 1'-0"
Consultant:
ROD BRACING AT WINDOW MULLION
SCALE: 3" = 1'-0"
2"
3/4"
Stamp:
LINE OF WOOD BASE BELOW
2
DOOR, SEE DOOR SCHEDULE
VARIES SEE
WALL TYPES
A1-8.7
WELDED HOLLOW METAL
FRAME
FOLDING DOOR HEAD
SCALE: 3" = 1'-0"
No.
2"
Description
Date
3/4"
SEE WALL TYPES FOR
WALL ASSEMBLY, TYP
LINE OF WOOD BASE BELOW
A1-8.7
TYPICAL INTERIOR DOOR JAMB (HEAD SIM)
SCALE: 3" = 1'-0"
10
A1-8.7
6
J-BOX AT PORCH ROOF
A1-8.7
SCALE: 3" = 1'-0"
ROD BRACING AT WALL
1/2"
14
SCALE: 3" = 1'-0"
Issue Note:
Construction
Documents
01/10/2014
Project ID:
File Name:
3"
Drawn by:
Checked by:
Plot Date:
Scale:
MRE: 12-018
MRE_08_DET-EXT
RPS
MOH
01/08/2014
Varies
2"
Sheet Title:
Sheet No.:
13
A1-8.7
TOILET ROOM INTERIOR DOOR THRESHOLD
SCALE: 3" = 1'-0"
9
A1-8.7
DOWNSPOUT BRACKET AT WALL (POST SIM.)
SCALE: 3" = 1'-0"
5
A1-8.7
1
TOILET DOOR SILL
SCALE: 3" = 1'-0"
A1-8.7
FOLDING DOOR SILL
SCALE: 3" = 1'-0"
A1-8.7
1/9/2014 12:46:28 PM
1/2"
Miscellaneous
Details
Project Title:
Re-Bid
8
WINDOW TRIM
A1-8.8
EQ
SHAPED GALV STL
ANGLE BEYOND
14
A1-8.8
UNUSED
SCALE: 3" = 1'-0"
12
A1-8.8
8
UNUSED
A1-8.8
SCALE: 3" = 1'-0"
SUNSCREEN AT TRIM ELEVATION, TYP
SCALE: 3" = 1'-0"
MTL PLATE WO, SSD
Design Firm:
LAG BOLT W/ WASHER
& MTL SPACER @ 12"
O.C., SSD
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
Consultant:
15
A1-8.8
UNUSED
SCALE: 3" = 1'-0"
11
A1-8.8
7
UNUSED
A1-8.8
SCALE: 3" = 1'-0"
SUNSCREEN AT WINDOW WITH TRANSOM, TYP
SCALE: 3" = 1'-0"
3 1/2" X 3 1/2" PTD WD TRIM
AT WALL BEYOND
6
A1-8.8
SHAPED GALV STL ANGLE
W/ LAG BOLT, SSD
PTD WD TRIM BEYOND
SHAPED GALV STL
ANGLE BEYOND
PTD WD TRIM BEYOND
Stamp:
7"
SHAPED GALV STL
ANGLE BEYOND
GALV STL PLATE WELDED
TO STL ANGLE
YOKE AND CLEVIS @
SUNSCREEN SUPPORTS
WINDOW TRIM
2X HORIZ WOOD SLATS,
SIZE VARIES, TYP
W/ THREADED ENDS
No.
2X4
2X3
2X6
1/2"
TYP
A1-8.8
UNUSED
SCALE: 3" = 1'-0"
6
GSM HEAD FLASHING
@ 2X PTD WD TRIM
A1-8.8
1'-5"
LAG BOLT,
SSD
SUNSCREEN AT WALL ELEVATION, TYP
BLKG, SSD
SCALE: 3" = 1'-0"
2X8 BLKG
GALV STL PLATE WELDED
TO ANGLE BEYOND
MTL PLATE BEYOND
Issue Note:
Construction
Documents
01/10/2014
2X HORIZ WOOD SLATS
5" X 7" MTL PLATE, SSD
Project ID:
6"
File Name:
Drawn by:
COUNTERSUNK
FASTENER, TYP
Checked by:
LAG BOLT TYP, SSD
6"
1'-1 1/2"
3'-5"
6X8 BLKG, SSD
A35 T&B EA END, SSD
13
A1-8.8
5
SUNSCREEN OVER DOUBLE HUNG WINDOW, TYP
SCALE: 3" = 1'-0"
SEE 5&7/A1-8.8 FOR INFO NOT NOTED
A1-8.8
SUNSCREEN AT WALL, TYP
SCALE: 3" = 1'-0"
Plot Date:
3/4"
2 1/2" X 2 1/2" X 1/4"
GALV STL ANGLE
LAG BOLT W/ WASHER
& MTL SPACER @ 12"
O.C., SSD
Date
2X6 BLKG
TYP PATTERN
14
Description
2X4
Scale:
MRE: 12-018
MRE_08_DET-EXT
RPS
MOH
01/08/2014
Varies
Sheet Title:
Miscellaneous
Details
Sheet No.:
A1-8.8
1/9/2014 12:46:28 PM
2X6
4"
PROVIDE BLKG
FOR FAN COIL
ATTACHMENT
GYP BD, TYP
SOLID WD
BASE @ KICK
SOLID WD
BASE @ KICK
A1-9.1
2'-0"
4"
2'-0"
CONC FLOOR
4
BASE CABINET AT RELIEF VENT
SCALE: 1 1/2" = 1'-0"
A1-9.1
TYP BASE CABINET
SCALE: 1 1/2" = 1'-0"
FAN COIL
UNIT, SMD
1"
1X PAINTED WOOD TRIM
8
3/4"
7"
RELIEF
VENT,
SMD
VENEER PLYWD
ADJUSTABLE
SHELVES W/
SOLID STOCK
LEADING EDGE,
TYP
CONC FLOOR
W/ EDGE RABBET
1/4" PLYWD
BACK W/
VENEER FACE
2'-10"
3/4" PLYWD
DRAWER
FRONT W/
VENEER ON
ALL SIDES,
TYP
4"
11 3/4"
2'-10"
11"
7"
3/4"
4"
3/4" PLYWD
SUBSTRATE, TYP
Re-Bid
3/4" SIMULATED
STONE COUNTERTOP
AND BACKSPLASH
SUSPENDED BOLTSLOT T-GRID W/
SEISMIC RESTRAINT
Project Title:
3/4" SIMULATED
STONE COUNTERTOP
AND BACKSPLASH
1'-0"
1'-0"
Design Firm:
HORIZONTAL WINDOW MULLION
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
MECH ACCESS
PANEL
3'-6"
ADJ
SHELVES
3'-2"
Consultant:
UPPER CABINETS
W/ ADJUSTABLE
SHELVES
HOOD - PROVIDE
WALL SWITCH
OPERATION FOR
ADA COMPLIANCE
UPPER CABINETS
W/ ADJUSTABLE
SHELVES
Stamp:
1X PTD WOOD STOOL
UPPER CABINETS
BEYOND
3/4" SIMULATED
STONE COUNTERTOP
AND BACKSPLASH
25" MAX
No.
21-1/2"L X 15-1/2"W
X 5-1/2"D UNDER
COUNTER
MOUNTED SOLID
SURFACE SINK
SCALE: 1 1/2" = 1'-0"
A1-9.1
FULL HEIGHT CABINET W/ FAN COIL UNIT
SCALE: 1 1/2" = 1'-0"
A1-9.1
ACCESSIBLE COUNTER & SINK
SCALE: 1 1/2" = 1'-0"
4"
Project ID:
File Name:
Drawn by:
SOLID STOCK
LEADING EDGE @
SHELVES, TYP
Checked by:
Plot Date:
Scale:
3/4" PLYWOOD ADJ
SHELF, VENEER
BOTH SIDES
CONC FLOOR
1
A1-9.1
2'-0"
ACCESSIBLE COUNTER @ COOKTOP
SCALE: 1 1/2" = 1'-0"
MRE: 12-018
MRE_09_DET-INT
KMR
MOH
01/08/2014
Varies
Sheet Title:
SOLID WD BASE
@ KICK
2'-0"
5
3/4"
7"
2'-3"
2'-10"
2'-6"
Construction
Documents
01/10/2014
Interior
Details
4"
4"
A1-9.1
6" MAX
9" MIN
PTD GYP BD
Issue Note:
3/4" PLYWD
DOORS W/
VENEER ON
ALL SIDES, TYP
CONC FLOOR
2'-0"
9
1/4" PLYWD BACK
W/ VENEER FACE
8" MIN
WOOD BASE
WALL SECTION THROUGH ACCESSIBLE SINK & WINDOW
3/4" PLYWD
SUBSTRATE, TYP
INSULATED HOT &
COLD WATER
SUPPLY LINES
INSULATED DRAIN
LINE. POSITION TO
AVOID KNEE SPACE
END PANEL BEYOND
13
4"
ELEC COOKTOP
44" MAX
27" CLR
2'-10"
27" CLR
2'-10"
KNEE SPACE
CONC FLOOR
Date
1/2"
7" CLR
7" CLR
2"
3/4"
3/4" PLYWD
SUBSTRATE,
TYP
3/4"
1'-8"
7'-1"
SOLID SURFACE
SINK
Description
3/4" SIMULATED
STONE COUNTERTOP
AND BACKSPLASH
2'-0"
REACH RANGE
Sheet No.:
A1-9.1
12/12/2013 4:15:19 PM
3/4" SIMULATED
STONE COUNTERTOP
AND BACKSPLASH
Project Title:
C
#12 GA. SPLAY BRACE
WIRES @ 12'-0" OC EACH
WAY, START WITHIN 6'-0"
FROM EA. WALL
#18 GA. WIRE W/ STUD TIE
VERTICAL COMPRESSION BRACES
@ 12'-0" OC EACH WAY
VERTICAL COMPRESSION
STRUT @ 4'-0" O.C.
#8 GA. VERT. HANGER WIRE @
4'-0" OC @ SADDLE TIE
1"
1 1/2"
7/8" HAT CHANNEL @ 16"
OC, 12" OC @ WATER
RESISTANT GYP BOARD
MAX.
MAX.
12 GA. HANGER WIRE BRACES
@ 4'-0" O.C. TO BE ATTACHED
@ MAX. 45 DEG. & W/ MIN.
4 TIGHT TURNS IN 1-1/2" @
BOTH ENDS OF WIRE, TYP.
2'-7"
SADDLE TIE TO CARRIER CHANNEL @
INTERSECTION W/ 2 STRANDS OF #18
GAGE TIE WIRE TYP.
7
2" MAX FROM BRACING WIRES
TO CROSS TEES
SPLAY BRACE WIRES
6" MAX
1'-6 5/8"
Re-Bid
1'-6 5/8"
VERTICAL HANGER WIRE
CARRIER CHANNEL
SPLICE CHANNEL W/ 2 #8 SCREWS
CARRIER CHANNEL
MAX.
SPLICE CARRIER CHANNEL W/ 2 #8
SCREWS
GYP. BOARD
SADDLE TIE CROSS CHANNEL
TO HAT CHANNEL
METAL EDGE
FACE OF WALL
A1-9.2
A1-9.2
SCALE: N.T.S.
TENSION ROD TO BE
SUPPORTED FROM
STRUCTURAL MEMBERS
ABOVE AND SHALL BE
FASTENED TO SAID TIER BY
MEANS OF AN APPROVED
STEEL HANGER
METAL FURRING
CHANNEL AT 24" O.C.
MAXIMUM AND NOT
MORE THAN 6" FROM
WALL
1/4" DIAMETER
GALVANIZED STEEL
TENSION ROD (WITH
OPTIONAL THREADED
END) OR OPTIONAL 1/2"
X 1" WIDE 18" X 1" WIDE
ASPHALT PAINTED FLAT
STRAP HANGER
(LENGTH AS NEEDED)
NOT TO EXCEED 4'-6"
O.C. IN ANY DIRECTION
(TYP)
SHIM AS NEEDED
CROSS TEE @ 2'-0" O.C.
1 1/2" MAIN CARRIER CHANNEL
(1.12LBS/FT.) @ 4'-0" OC & WITHIN 8" OF
PARALLEL WALLS
11
SUSPENDED CEILING, GYP. BOARD
MAIN RUNNER @ 2'-0" O.C.
.
AX
M
2" P.
TY
7/8" HAT CHANNEL @ 16" OC, 12" OC
@ WATER RESISTANT GYP BOARD
15
45
MAX.
NOTES:
1. ALL CEILING LIGHT FIXTURES & HVAC AIR REGISTERS SHALL BE
SUPPORTED BY A MINIMUM OF (2) HANGERS @ OPPOSITE CORNERS.
CEILING SYSTEM SHALL NOT SUPPORT OTHER ITEMS.
2. ALL INTERIOR WALL & CEILING FINISHES SHALL BE INSTALLED TO
CLASS III FLAME SPREAD.
SUSPENDED CEILING BRACING, GYP. BOARD
SCALE: N.T.S.
NOTE: THE SUSPENDED CEILING GRID MAY BE ATTACHED TO TWO ADJACENT
WALLS BUT MUST NOT BE ATTACHED AT THE OTHER WALLS. THE SUSPENDED
CEILING GRID IS NOT TO BE USED TO BRACE PARTITION WALLS UNLESS
SPECIFICALLY DESIGNED FOR SUCH; THE GRID CANNOT BE
PHYSICALLY ATTACHED TO THE WALL & THE WALL MUST BE BRACED
INDEPENDENTLY TO THE STRUCTURE ABOVE. THE GRID MUST NOT BE USED
FOR THE SUPPORT OR ATTACHMENT OF ANY MECHANICAL, PLUMBING, OR
ELECTRICAL COMPONENTS OTHER THAN LIGHTS WITHIN THE SUSPENDED
CEILING GRID.
8" MAX.
(OR 1/4
LENGTH OF
END TEE WHICHEVER
IS LEAST)
CORNER BEAD,
TYP
PARTITION TRACK
ABOVE
WOOD TRIM AT
PARTITION
TRACK ABOVE
1X WOOD TRIM
3-2X6 AT JAMB,
TYP OF 2
GYP BD, TYP
Consultant:
A1-9.2
T-BAR SUSPENDED CEILING DETAIL
SCALE: N.T.S.
3
A1-9.2
MOVABLE PARTITION
SCALE: 1 1/2" = 1'-0"
C
#12 GA. WIRE
HANGER
MIN. OF 3
TURNS
WITHIN 1",
TYP
8" MAX.
(OR 1/4
LENGTH OF
END TEE WHICHEVER
IS LEAST)
Design Firm:
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
6
7
CEILING GRID CONNECTION TO WALL MUST BE LISTED AND APPROVED
HARDWARE.
PARTITION PANEL,
TYP
SEE DETAIL
1/A1-9.2 FOR
TYP NOTES
Stamp:
3/4" CLR
GYP BD, TYP
WALL ANGLE MOLDING
A1-9.2
GYP. BOARD CEILING SUSPENSION DETAIL
10
A1-9.2
SCALE: N.T.S.
FREE END
SUSPENDED ACOUSTICAL PANEL CEILING
6
A1-9.2
SCALE: N.T.S.
GYP WALL BOARD TO TILE TRANSITION
SCALE: 3" = 1'-0"
2
A1-9.2
MOVABLE PARTITION HEAD INSIDE POCKET
SCALE: 1 1/2" = 1'-0"
Issue Note:
C
USE FIRE CAULKING
INSTEAD OF ACOUSTICAL
WRAP WHEN REQUIRED BY
CODE
SUSPENDED
ACOUSTIC
CEILING
BEAM, SSD
A35 CLIP EA SIDE OF BACKING
PLATE TO STUD
RAFTER, SSD
Project ID:
File Name:
BLKG AS REQ'D
Checked by:
Plot Date:
Scale:
BATT INSULATION
PARTITION
TRACK
WALL FINISH AS SCHEDULED
A1-9.2
SCALE: 3" = 1'-0"
1X WOOD TRIM
9
A1-9.2
TYPICAL BACKING PLATE
SCALE: NO SCALE
5
A1-9.2
COVE TILE BASE TRANSITION
SCALE: 3" = 1'-0"
1
A1-9.2
MOVABLE PARTITION HEAD
SCALE: 1 1/2" = 1'-0"
2 1/2"
OPERABLE
PARTITION
PANEL
NOTE:
VERIFY HEIGHT, LENGTH,
LOCATIONS, & QUANTITIES OF
BACKING PLATES REQ'D.
ALIGN
PARTITION
POCKET
OPENING
BEYOND
MRE: 12-018
MRE_09_DET-INT
KMR
MOH
01/08/2014
Varies
Sheet Title:
Interior
Details
FLUSH MOUNT 2x8 BACKING PLATE
NOTE:
OFFSET JUNCTION BOXES
ON OPPOSITE SIDES OF THE
PARTITION BY 16" MIN.
RECESSED OUTLET OR J-BOX IN PARTITION
Drawn by:
WOOD STUDS- FULL HEIGHT TO
STRUCTURE ABV. SPACING AS
SCHEDULED
1/4" GAP. SEALANT
AIRTIGHT ALL AROUND
PERIMETER
13
Construction
Documents
01/10/2014
24" MAX
OUTLET BOX PADS
WRAPPED AROUND OUTLET
BOX TO SEAL AIRTIGHT
Date
SEALANT O/
BACKER ROD
SCREWS TO EACH STUD
FIXED END
Description
J-MOLD
ALIGN
GYPSUM BOARD
14
No.
7/8"
SLOTTED BRACKET
Sheet No.:
A1-9.2
12/12/2013 4:15:19 PM
GAT CLIP (.481.5# - BSA
CAT No. 16-59-SM).
FIXED BRACKET
1-1/2" COLD ROLLED 16 GA
STL SUSPENSION CHANNEL
(.475#) APPROX 4'-6" O.C.
MAX. SPACING
Park Restroom Renovation
Re-Bid
Project Title:
REPOSITION LAVATORY
AND WASTE / SUPPLY
LINES, SEE INT
ELEVATIONS
ADJUST HEIGHTS OF EXISTING
SIGNAGE TYP TO MEET
REQUIREMENTS ON A0-0.2
FEATHER IN (N) EPOXY PAINT ASSEMBLY
TO MATCH (E)
6'-0"
6, 7
A2-6.1
9
MENS
RESTROOM
8
3'-0" DOOR
REPOSITION DRAIN TO
NEW FLOOR LEVEL
5'-0"
FRONT APPROACH
2-101
139 SF
HATCH INDICATES
APPROX. EXTENT
OF FLOOR TO BE
RE-SLOPED TO
DRAIN WITH 1.75%
MAX SLOPE IN ANY
DIRECTION, VIF
1'-0"
CLR
4'-11"
3'-7"
1'-5"
RE-SWING DOOR TO
COMPLY WITH
ACCESSIBILITY.
PROVIDE (N) CLOSER
AND (N) 10" KICK PLATE.
RELOCATE PUSH / PULL
HARDWARE FOR NEW
CONFIGURATION.
2'-0" CLR
2'-10 1/2"
CLR
10
Design Firm:
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
REPOSITION LAVATORY
AND WASTE / SUPPLY
LINES, SEE INT
ELEVATIONS
Consultant:
BREEZE
WAY
REPOSITION WALL
HUNG TOILET AND
PLUMBING WASTE
SUPPLY LINES
2-103
4'-10"
REPOSITION SOAP
DISPENSER, SEE
INT ELEVATIONS
1'-5 1/2"
Stamp:
REPOSITION PT
DISPENSER
A2-6.1
5
VIF
2'-10 1/2"
CLR
2, 3
2-102
163 SF
No.
1'-6" CLR
SIDE APPROACH
4
5'-0" MIN CLR
RE-SLOPE FLOOR W/ CEMENT
UNDERLAYMENT AND (N) COLORED
EPOXY PAINT ASSEMBLY TO MATCH (E)
(E) CONC FLOOR W/ COLORED
EPOXY PAINT ASSEMBLY
EQ
Description
EQ
(N) PAVING, SCD
Issue Note:
Construction
Documents
01/10/2014
VIF
Project ID:
File Name:
Drawn by:
NOTES:
1. SEE SHEET A0-0.2 FOR TYPICAL MOUNTING
HEIGHTS AND CLEARANCES. CONTRACTOR TO
CONFIRM HEIGHTS OF ALL (E) ACCESSORIES
MEET MOUNTING REQUIREMENTS
Checked by:
(N) DRINKING FOUNTAIN, SPD.
CONTRACTOR TO FIELD VERIFY EXISTING
SANITARY AND COLD WATER CONNECTION TO
DRINKING FOUNTAIN. PROVIDE CONNECTION TO
NEW DRINKING FOUNTAIN AS REQD
Plot Date:
Scale:
Park Restroom
Floor Plan
N
A2-2.1
PARK RESTROOM FLOOR PLAN
SCALE: 1/2" = 1-'0"
MRR: 13-013
MRR_01_FLRPL1
RPS
HS,MOH
01/08/2014
1/2" = 1'-0"
Sheet Title:
2. PROVIDE BLOCKING AS REQUIRED. BLOCKING
PER DETAIL 9/A1-9.2.
1
Date
0
1
Scale
2
4 ft.
Sheet No.:
A2-2.1
12/12/2013 4:04:32 PM
WOMENS
RESTROOM
1
HATCH INDICATES
APPROX. EXTENT
OF FLOOR TO BE
RE-SLOPED TO
DRAIN WITH 1.75%
MAX SLOPE IN ANY
DIRECTION, VIF
3'-0" DOOR
(N) 10" KICK PLATE
REPOSITION DRAIN TO
NEW FLOOR LEVEL
Park Restroom Renovation
Re-Bid
Project Title:
REVERSE PUSH /
PULL HARDWARE
A2-6.1
SCALE: 1/4" = 1'-0"
2'-9"
REPLACE W/
U-SHAPED
DOOR HANDLE
ON BOTH SIDES
OF DOOR
FLOOR TO BE RAISED & RE-SLOPED
TO (N) DRAIN HEIGHT W/ 2% MAX
SLOPE IN ANY DIRECTION, VIF
8
A2-6.1
SCALE: 1/4" = 1'-0"
2'-9"
1'-6"
3'-2"
2'-5"
MENS RESTROOM
EAST INTERIOR ELEVATION
9
MENS RESTROOM
SOUTH INTERIOR ELEVATION
7
A2-6.1
SCALE: 1/4" = 1'-0"
MENS RESTROOM
WEST INT ELEVATION - TOILET COMPARTMENT
MENS RESTROOM
WEST INTERIOR ELEVATION
6
A2-6.1
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
Design Firm:
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
Consultant:
Stamp:
REPAINT EPOXY BASE AS
REQ BY RE-SLOPED FLOOR
5
A2-6.1
2. PROVIDE BLOCKING AS REQUIRED. BLOCKING
PER DETAIL 9/A1-9.2.
A2-6.1
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
7"
TO 9"
A2-6.1
WOMENS RESTROOM
WEST INT ELEVATION - TOILET COMPARTMENT
SCALE: 1/4" = 1'-0"
4'-6"
File Name:
Drawn by:
Checked by:
Plot Date:
Scale:
A
B
FLOOR TO BE RAISED &
RE-SLOPED TO (N) DRAIN
HEIGHT W/ 2% MAX SLOPE
IN ANY DIRECTION, VIF
2
3'-4"
MAX
3'-2"
2'-9"
2'-9"
20"
CLR
REPOSITION WALL-HUNG TOILET
REPOSITION LAVATORY &
PROVIDE INSULATION ON
DRAIN, SUPPLIES AND
SHARP OBJECTS
Project ID:
C
L
REPOSITION TOILET
SEAT COVER DISPENSER
1
A2-6.1
PROVIDE INSULATION ON DRAIN,
SUPPLIES AND SHARP OBJECTS
WOMENS RESTROOM
NORTH INTERIOR ELEVATION
SCALE: 1/4" = 1'-0"
Date
Construction
Documents
01/10/2014
REPOSITION GRAB BAR, VERIFY
ADEQUATE REINFORCING @
NEW LOCATION
C
L
Description
Issue Note:
(N) FRP AT (N) WALL
LOCATION
1'-6"
C
L
3'-4" MAX
2'-5"
MIN
WOMENS RESTROOM
SOUTH INTERIOR ELEVATION
REPOSITION
SOAP DISPENSER
TO 40" MAX
ABOVE F.F.
(N) TP DISPENSER
REPOSITION SOAP
DISPENSER TO 40"
MAX ABOVE F.F.
1'-2"
WOMENS RESTROOM
WEST INTERIOR ELEVATION
A2-6.1
REPLACE FULL-HEIGHT PANELS
OF FRP WAINSCOT @
RELOCATED FIXTURES, TYP
1'-6"
REPLACE HINGE
WITH SELF
CLOSING HINGE
3
SCALE: 1/4" = 1'-0"
4
No.
REPOSITION PT
DISPENSER, PATCH
HOLES IN PARTITON
TO MATCH
REPLACE W/ U-SHAPED
DOOR HANDLE ON
BOTH SIDES OF DOOR
WOMENS RESTROOM
EAST INTERIOR ELEVATION
MRR: 13-013
MRR_06_INT-ELEV
RPS
HS,MOH
01/08/2014
1/4" = 1'-0"
Sheet Title:
Park Restroom
Interior Elevs
Sheet No.:
A2-6.1
12/12/2013 4:06:16 PM
NOTES:
1. SEE SHEET A0-0.2 FOR TYPICAL MOUNTING
HEIGHTS AND CLEARANCES. CONTRACTOR TO
CONFIRM HEIGHTS OF ALL (E) ACCESSORIES
MEET MOUNTING REQUIREMENTS
2'-10"
MAX
A2-6.1
MENS RESTROOM
NORTH INTERIOR ELEVATION
2'-6"
10
C
L
REPOSITION WALL-HUNG TOILET
PROVIDE INSULATION ON
DRAIN, SUPPLIES AND
SHARP OBJECTS
(N) 10" KICK PLATE
REPLACE HINGE
WITH SELF
CLOSING HINGE
7" CL
TO 9"
REPOSITION GRAB BAR, VERIFY
ADEQUATE REINFORCING @
NEW LOCATION
C
L
REPAINT EPOXY BASE AS
REQ BY RE-SLOPED FLOOR
(N) TP DISPENSER
2'-6"
(E) RESTROOM
ACCESSORIES TO
REMAIN, VERIFY
MOUNTING HEIGHTS
CONFORM TO REQS
ON A0-0.2, TYP
20"
CLR
(N) CLOSER FOR
REVERSED DOOR SWING
REPLACE FULL-HEIGHT PANELS
OF FRP WAINSCOT @
RELOCATED FIXTURES, TYP
REPOSITION TOILET
SEAT COVER DISPENSER
1
2
Re-Bid
Project Title:
3
CONCRETE
PATH, SCD
2
A3-3.1
1-1
(N) FIRE SPRINKLER
RISER,SPD
1-1
3-1
A
(N) RWL
(N) HOSE BIB,
SPD
CONCRETE PATH, SCD
RETAIN (E) WD
WORKBENCH
1
A3-4.1
ROOF OUTLINE,
ABOVE
B
2
1-2
A3-4.1
1-1
Design Firm:
(N) 1/4" STEEL PLATES
OVER WD FLOOR AT
AREA OF (E) METAL
COVERING
1
A3-3.1
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
1
A3-3.2
Consultant:
C
3-2
4
CONCRETE
3
A3-6.1
13
1
C
L
2
A3-8.1
Stamp:
GRAVEL
(E) WD COLUMN
D
REVERSE & REUSE (E)
WD FLOOR BOARDS
(75% RETAIN ESTIMATE)
RETAIN (E) WD
WORKBENCH
1-1
9'-11 1/2"
1-1
No.
Description
Date
5'-4 5/8"
C
L
Issue Note:
Construction
Documents
01/10/2014
E
1-1
1-1
GRAVEL
2
A3-3.2
Project ID:
File Name:
Drawn by:
2'-9 1/4"
CL
(N) RETAINING
WALL, SSD
Checked by:
4'-4 3/4"
Plot Date:
C
L
Scale:
BSS: 13-002
BSS_02_FLRPL1
MOH
BPE
01/08/2014
1/2" = 1'-0"
Sheet Title:
1
A3-2.1
Existing Blacksmith Shop Floor Plan
SCALE: 1/2" = 1'-0"
0
1
2
4 ft.
Sheet No.:
Scale
A3-2.1
12/12/2013 3:51:52 PM
Floor Plan
1
2
2
Re-Bid
Project Title:
3
8
A3-8.1
A3-3.1
PLUMBING VENT,
SPD
A
(N) GUTTER & RWL
(N) GUTTER & RWL
1
A3-4.1
B
(N) 8" DIA GSM VENT W/
SPARK ARRESTOR &
CAP
Design Firm:
6
A3-8.1
C
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
1
1
A3-3.1
A3-3.2
SLOPE
3:12
Consultant:
SLOPE
3:12
Stamp:
(N) CORRUGATED
METAL ROOF
D
No.
Description
Date
Issue Note:
E
Construction
Documents
01/10/2014
10
A3-3.2
A3-8.1
Project ID:
File Name:
Drawn by:
Checked by:
Plot Date:
Scale:
BSS: 13-002
BSS_02_FLRPL1
KMR
BPE
01/08/2014
1/2" = 1'-0"
Sheet Title:
Roof Plan
0
1
Scale
2
4 ft.
Sheet No.:
A3-2.2
12/12/2013 3:49:48 PM
2
1
2
Re-Bid
Project Title:
3
(N) WALL MOUNTED
LIGHT W/ PHOTOCELL
6'-2"
6'-2"
A
(N) GUTTER & RWL
C
L
EQ
J-BOX ON SIDE OF
RIDGE BEAM
EQ
FACE STAIN INTERIOR
OF (N) PLYWOOD
SHEATHING BEFORE
INSTALLING
B
(N) 8" DIA GSM VENT @
(E) LOCATION
Design Firm:
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
RETAIN (E) SKIP
SHEATHING & RAFTERS
14'-0"
Consultant:
C
RETAIN (E) WD
TRUSSES, TYP
Stamp:
(N) LIGHT, TYP
EQ
D
No.
Description
Date
EQ
C
L
SPRINKLER HEAD, TYP
C
L
C
L
RETAIN (E) OVERHEAD
WD FRAME FOR
BELLOWS PUMP & BELT
Issue Note:
Construction
Documents
01/10/2014
E
2x4 BRACES, SSD
Project ID:
BSS: 13-002
File Name:
Drawn by:
Checked by:
Plot Date:
Scale:
MOH
BPE
01/08/2014
1/2" = 1'-0"
1
A3-2.3
Blacksmith Reflected Ceiling Plan
SCALE: 1/2" = 1'-0"
0
1
2
4 ft.
Reflected
Ceiling Plan
Sheet No.:
Scale
A3-2.3
12/12/2013 3:58:06 PM
Sheet Title:
1
2
Re-Bid
Project Title:
3
CJ
CJ
CJ
CJ
CONCRETE PATH, SCD
A
CJ
SEE SHEET A1-2.4 FOR CONTINUATION
1
A3-4.1
CJ
B
2
CJ
A3-4.1
CONCRETE CURB, SSD
Design Firm:
CJ
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
Consultant:
CJ
CJ
C
CONCRETE
CONCRETE SLAB, SSD
Stamp:
GRAVEL
D
RETAINING WALL, SSD
CJ
No.
5
Description
Date
A1-8.2
AREA DRAIN AD-3, TYP.
SPD FOR SCHEDULE
SLOPE TO DRAIN 5%,
TYP
Issue Note:
RIGID DRAIN PIPE
E
Construction
Documents
01/10/2014
PERFORATED SUBDRAIN
Project ID:
File Name:
CLEANOUT, TYP
Drawn by:
Checked by:
Plot Date:
Scale:
BSS: 13-002
BSS_02_FLRPL1
MOH
BPE
01/08/2014
1/2" = 1'-0"
Sheet Title:
A3-2.4
Blacksmith Foundation Plan
SCALE: 1/2" = 1'-0"
0
1
Scale
2
4 ft.
Sheet No.:
A3-2.4
12/12/2013 3:46:04 PM
1
Foundation
Slab Plan
Re-Bid
Project Title:
(N) GSM METAL COPING
REPAIR / REPLACE
(E) WD BRACKET
TO MATCH (E), TYP
(N) WD BRACKET TO
MATCH (E)
(N) LIGHT FIXTURE W/
PHOTOCELL, SED
(N) 1x6 CORNER
BOARD,TYP
(E) SIGN BOARD TO BE
REUSED, LETTERS TO
BE PAINTED, FONT &
SIZE TBD BY ARCHITECT
(N) GUTTER & RWL
BLACKSMITH SHOP
(N) HOPPER WINDOWS
& (N) FRAMES, TYP
RETAIN (E) IRON BARS,
TYP
9'-3"
REMOVE (E) SECURITY
LOCK AND PATCH WOOD
(N) CHANNEL RUSTIC
SIDING
RETAIN IRON HORSE
SHOE HANDLE
(N) EXPOSED
CONCRETE CURB
(N) RETAINING WALL,
BEYOND
FINISH FLOOR
Design Firm:
0
4 ft.
Scale
SCALE: 1/2" = 1'-0"
Consultant:
8" DIA GSM VENT W/
SPARK ARRESTOR &
CAP
Stamp:
REPAIR / REPLACE
(E) WD BRACKET
TO MATCH (E), TYP
No.
Description
Date
(N) GUTTER & RWL
6" HIGH BLDG #S
22221C
(N) HOPPER WINDOWS
& (N) FRAMES, TYP
(N) 1X12 WD BOARDS, TYP
(N) 3/4" X 2 1/2" WD
BATTENS, TYP
RETAIN (E) IRON BARS,
TYP
Issue Note:
Construction
Documents
01/10/2014
(N) 1x6 CORNER
BOARD,TYP
(N) RETAINING
WALL
(N) HOSE BIB
Project ID:
(N) EXPOSED
CONCRETE CURB
File Name:
Drawn by:
Checked by:
Plot Date:
FINISH FLOOR
Scale:
BSS: 13-002
BSS_03_ELEV
MOH
BPE
01/08/2014
1/2" = 1'-0"
Sheet Title:
RWL BOOT TO SUBSURFACE
DRAIN PIPE
Elevations
0
1
A3-3.1
Blacksmith Shop West Elevation
1
Scale
2
4 ft.
Sheet No.:
SCALE: 1/2" = 1'-0"
A3-3.1
12/12/2013 3:43:12 PM
A3-3.1
Blacksmith Shop North Elevation
2
3'-0" MIN
2
1
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
Re-Bid
Project Title:
(N) GSM METAL COPING
REPLACE MISSING WD
LOUVERS
(N) HOPPER WINDOWS &
(N) FRAMES, TYP
REPAIR (E) WD FRAME
(N) 1X12 WD BOARDS,
TYP
(N) 1x6 CORNER
BOARD,TYP
(N) 3/4" X 2 1/2" WD
BATTENS, TYP
REMOVE (E) ELECTRICAL
CONDUIT
(N) EXPOSED
CONCRETE CURB
FIRST FLOOR
0
2
A3-3.2
Blacksmith Shop South Elevation
1
2
4 ft.
Scale
Design Firm:
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
Consultant:
SCALE: 1/2" = 1'-0"
Stamp:
VENT, SPD
(N) CORRUGATED
METAL ROOF
No.
Description
Date
REMOVE (E) SECURITY
EQUIPMENT
REPLACE (E) WD SILL &
TRIM, TYP
(N) 1X12 WD BOARDS,
TYP
(N) 3/4" X 2 1/2" WD
BATTENS, TYP
(N) 1x6 CORNER
BOARD,TYP
(N) DOOR PULL
RETAIN (E) IRON HINGES &
CARRIAGE BOLTS, REPLACE
MISSING CARRIAGE BOLTS
(DOMED HEAD @ EXT)
Issue Note:
(N) EXPOSED
CONCRETE CURB
Project ID:
Construction
Documents
01/10/2014
File Name:
Drawn by:
RWL BOOT TO
SUBSURFACE DRAIN PIPE
Checked by:
Plot Date:
Scale:
FIRST FLOOR
BSS: 13-002
BSS_03_ELEV
MOH
BPE
01/08/2014
1/2" = 1'-0"
Sheet Title:
0
1
A3-3.2
Blacksmith Shop East Elevation
SCALE: 1/2" = 1'-0"
1
Scale
2
4 ft.
Sheet No.:
A3-3.2
12/12/2013 3:43:12 PM
Elevations
(N) CORRUGATED METAL
ROOF O/ (N) ROOF
MEMBRANE O/ (N) PLYWOOD
O/ (E) SKIP SHEATHING
Re-Bid
Project Title:
4
A3-8.1
(E) WD TRUSS
Design Firm:
3
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
VIF & MAINTAIN (E) CLR DIM TO BOT CHORD OF TRUSS
A3-8.1
Consultant:
(N) RWL
9
(N) WOOD WINDOWS
A3-8.1
2
A3-8.1
Stamp:
2
A3-4.1
SIM
(N) WOOD BOARD &
BATT SIDING O/ (N)
MOISTURE BARRIER
O/ (N) PLYWOOD O/
(E) WOOD BOARDS,
REMOVE (E) BATTS
CUT BOTTOM OF
(E) STUDS, TYP TO
(N) CURB HEIGHT
(N) CONCRETE
CURB, SSD
No.
Description
Date
5
A3-8.1
(N) PT WD SLEEPERS,
SSD
FINISH FLOOR
8" MIN.
REVERSE & REUSE
(E) FLOOR BOARDS
PAVING, SCD
Issue Note:
Construction
Documents
01/10/2014
(N) 15 MIL
VAPOR
BARRIER O/
AGGREGATE
ROCK, SSD
FINISH FLOOR
Project ID:
BSS: 13-002
File Name:
BSS_04_SECT
MOH
BPE
01/08/2014
Drawn by:
Checked by:
Plot Date:
(N) CONCRETE SLAB
& FOUNDATION, SSD
Scale:
1/2" = 1'-0"
Sheet Title:
0
2
A3-4.1
Wall Section
SCALE: 1" = 1'-0"
Scale
1/2
1
2 ft.
0
1
A3-4.1
Building Section
SCALE: 1/2" = 1'-0"
1
Scale
2
4 ft.
Sheet No.:
A3-4.1
12/12/2013 3:46:13 PM
Sections
Re-Bid
Project Title:
NOTE: DO NOT REMOVE (E) NAILS AT INTERIOR UNLESS REQUIRED FOR WORK
(N) SIGN - "THE DOOR
TO REMAIN OPEN
WHEN BUILDING IS
OCCUPIED"
REMOVE (E) ELEC
WIRING, (E) SECURITY
EQUIPMENT & REUSE (E)
MTL CONDUIT WHERE
POSSIBLE
INSTALL (N)
HARDWARE PER
SPECS
The door to remain open when buiding is occupied.
REMOVE (E) PANEL,
REPLACE W/ (N) 16
GA GSM PANEL W/
PAN OVER HEAD
SCREWS
(N) ALARM
KEYPAD
(N) FIRE PULL
(N) LIGHT
SWITCHES, SED
14
A3-8.1
(N) FIRE
EXTINGUISHER
(N) DOOR PULL
(N) FIRE
SPRINKLERRISER,
SPD
(N) FIRST AID KIT
(N) RECEPTACLE,
TYP
Design Firm:
SALVAGE (E) WD
BENCH
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
REPLACE (E) WHEEL
WITH SIM.
Consultant:
4
3
Blacksmith Shop North Interior Elevation
A3-6.1
A3-6.1
SCALE: 1/2" = 1'-0"
Blacksmith Shop West Interior Elevation
SCALE: 1/2" = 1'-0"
Stamp:
ALARM CONDUIT,
HOMERUN TO
COMBINER PANEL
REMOVE PLYWOOD
PANEL. REPAIR (E) WD
FRAME, REPLACE
MISSING WD LOUVERS
No.
Description
Date
REMOVE (E) ELEC
WIRING, (E) SECURITY
EQUIPMENT & REUSE
(E) MTL CONDUIT
WHERE POSSIBLE
(N) ELEC PANEL, SED
Issue Note:
(N) FIRE PULL
Construction
Documents
01/10/2014
(N) FIRE SPRINKLER
RISER, SPD
SALVAGE (E) WD
BENCH
Project ID:
File Name:
Drawn by:
INSTALL (N)
HARDWARE PER
SPECS
Checked by:
Plot Date:
Scale:
(N) RECEPTACLE,
TYP
BSS: 13-002
BSS_02_FLRPL1
MOH
BPE
01/08/2014
1/2" = 1'-0"
Sheet Title:
2
A3-6.1
Blacksmith Shop South Interior Elevation
SCALE: 1/2" = 1'-0"
1
A3-6.1
Blacksmith Shop East Interior Elevation
Sheet No.:
SCALE: 1/2" = 1'-0"
A3-6.1
12/12/2013 3:45:27 PM
Interior
Elevations
TYPE
OPERATION
(N) SAF O/ GUTTER
FLANGE
DETAIL
MATERIAL
GLAZING
MFG.
SILL
HEAD
JAMB
1-1
HOPPER
WOOD
-
MARVIN
2/A3-8.1
3/A3-8.1
1/A3-8.1
1-2
HOPPER
WOOD
-
MARVIN
2/A3-8.1
3/A3-8.1
1/A3-8.1
REMARKS
WIRE GLASS @ FORGE
NOTE:
1. SEE EXTERIOR ELEVATIONS FOR TEMPERED SAFETY GLAZING LOCATIONS
2. ALL WINDOW DIMENSIONS ARE BASED ON OUTSIDE MEASUREMENTS OF WINDOW UNIT.
3. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ORDER.
4. SEE ELEVATIONS FOR OPERABLE SASH LOCATIONS AND SWING DIRECTION..
(N) DROPPED SIDING O/ (N)
WEATHER BARRIER O/ (N)
PLYWOOD SHEATHING
2"
(N) GSM ROOF FLASHING &
COUNTER-FLASHING
(N) WD SOFFIT PANEL,
MATCH SPECIES OF
DROPPED SIDING
(N) CORRUGATED METAL ROOF
O/ (N) ROOFING MEMBRANE,
EXTEND UP WALL O/ (N)
SHEATHING O/ (E) SKIPPED
SHEATHING & (E) ROOF
FRAMING
2'-2 1/2"
2'-8"
4"
(E) ROOF & WALL
FRAMING
8
WINDOW SCHEDULE & TYPES
NO SCALE
A3-8.1
4
ROOF DETAIL
A3-8.1
SCALE: 1 1/2" = 1'-0"
(E) WD RAFTER TAIL,
REPLACE IF DAMAGED
(N) 1x12 WD BOARD &
3/4x2 1/2 WD BATTEN
O/ (N) WEATHER
BARRIER O/ (N)
PLYWOOD
SHEATHING O/ (E) WD
BOARDS
(N) DROPPED SIDING O/ (N)
WEATHER BARRIER O/ (N)
PLYWOOD SHEATHING O/ (E)
DROPPED SIDING
A - HOPPER
A3-8.1
(N) 3/4x2 1/2 WD TRIM
REPAIR / REPLACE (E) WD
BRACKET TO MATCH (E), TYP
(N) BLOCKING AS NEEDED
FOR COUNTER-FLASHING
16
(N) GSM
SELF-FLASHING
GUTTER W/ DEBRIS
SCREEN &
DOWNSPOUT
2"
5"
WINDOW
Re-Bid
WINDOW SCHEDULE
Project Title:
O/ (N) ROOFING MEMBRANE O/
(N) SHEATHING O/ (E) SKIPPED
SHEATHING & (E) ROOF FRAMING
SLOPE: 1/4:12 MIN
(N) GSM W/ DRIP EDGE ALL SIDES
(N) SHEATHING O/ (N) FRAMING
ROOF DETAIL @ EAVE
SCALE: 3" = 1'-0"
DOOR SCHEDULE
(N) BATTEN, BEYOND
LOCATION
DOOR
FRAME
(E) WD HEADER
FINISH
7'-3"
WOOD
CLEAR
9
D1
WOOD
(E) DOOR W/ (N) PULL, CLEAN REFURISH & REUSE (E) HARDWARE
6'-8 1/2"
WOOD
CLEAR
10
D2
WOOD
(E) DOOR W/ (N) PULL, CLEAN REFURISH & REUSE (E) HARDWARE
MARK
TYPE
WIDTH
HEIGHT
3-1
D1
8'-2"
3-2
D2
3'-11"
DEPTH
WIDTH
REMARKS
DETACHABLE CAP/SPARK
ARRESTOR
(N) 3/4 WD TRIM O/ (N)
1x12 WD BOARD O/ (N)
WEATHER BARRIER
O/ (N) METAL
Z-FLASHING O/ (N)
SAF O/ (N) PLYWOOD
SHEATHING, SSD O/
(E) WD BOARDS
HEIGHT
HEIGHT
(N) WD WINDOW
FFE
D2 - EXISTING SWING DOOR
STORM COLLAR BY FLU
MANUFACTURER
DOOR SCHEDULE & TYPES
NO SCALE
3
A3-8.1
(N) METAL GABLE TRIM, PER MFG
16 GA. GALVANIZED
SHEET METAL PANEL,
BEND BETWEEN STUDS
Design Firm:
1295 59th Street
510 / 547-8092
FAX 510 / 547-2604
[email protected]
Consultant:
6" MIN
A3-8.1
MATERIAL
WIDTH
D1 - EXISTING SWING & SLIDER DOOR
15
TYPE
3 1/2"
MATERIAL
HARDWARE
GROUP
(N) 3/4x2 1/2
WD TRIM
WINDOW HEAD DETAIL
SCALE: 3" = 1'-0"
FLASHING PER ROOFING
MANUFACTURER
(N) WD WINDOW
ROOF SUPPORT BY FLU
MANUFACTURER
Stamp:
ALIGN BEND W/
WDW SILL
SEALANT AND
BACKER ROD
(N) WD BLOCKING,
NOTCH OVER HOLD
DOWN , TYP
(N) PT WD SILL, SSD
VIF (E) CONDITIONS
AT GABLE END
PRIOR TO
CONSTRUCTION
(N) CONCRETE CURB
(N) 1x12 WD BOARD &
3/4x2 1/2 WD BATTEN
O/ (N) WEATHER
BARRIER O/ (N)
PLYWOOD
SHEATHING O/ (E) WD
BOARDS
(N) 1x12 WD BOARD &
3/4x2 1/2 WD BATTEN,
O/ (N) SAF O/ (N)
WEATHER BARRIER
O/ (N) PLYWOOD
SHEATHING, SSD O/
(E) WD BOARDS
PITCHED CEILING PLATE
BY FLU MANUFACTURER
No.
Description
Date
DOUBLE WALL INSULATED
METAL FLU
(E) WD FRAMING
A3-8.1
10
GSM PANEL @ WALL
A3-8.1
SCALE: 1 1/2" = 1'-0"
6
RAKE DETAIL
A3-8.1
SCALE: 3" = 1'-0"
(N) 1x12 WD BOARD &
3/4x2 1/2 WD BATTEN,
O/ (N) WEATHER
BARRIER O/ (N) METAL
Z-FLASHING O/ (N)
PLYWOOD
SHEATHING, SSD O/
(E) WD BOARDS
(N) 1/4" STEEL PLATE
W/ CHAMFER EDGE
(N) 1/2" TYPE "X" GYP
BOARD
(N) 1/4" STEEL PLATE
W/ CHAMFER EDGE
(N) 1" PLYWOOD
A3-8.1
SCALE: 1 1/2" = 1'-0"
(N) METAL RIDGE CAP, PER MFG
(N) COUNTERSUNK
SCREW
2
METAL FLU ROOF PENETRATION
WINDOW SILL DETAIL
SCALE: 3" = 1'-0"
Issue Note:
(N) WD WINDOW
(E) WD FRAMING
(N) 2x4 PT WD
SLEEPER
1'-4" O.C.
UNDER FORGE
(E) TRUSS TOP RAFTER TO
REMAIN
3 1/2"
A3-8.1
SCALE: 1 1/2" = 1'-0"
A3-8.1
RIDGE DETAIL
SCALE: 3" = 1'-0"
VARIES
Sheet Title:
(N) CONCRETE CURB
(N) CONCRETE SLAB
9
BSS_08_DETAILS
MN
BPE
01/08/2014
Scale:
(N) WD SILL, BELOW
STEEL PLATE @ FLOOR
File Name:
Plot Date:
(E) COLLAR TIE TO REMAIN
13
BSS: 13-002
Checked by:
(N) PT WD SILL, SSD
(E) REUSED FLOOR
BOARDS
Project ID:
Drawn by:
(N) WD BLOCKING,
NOTCH OVER HOLD
DOWN , TYP
(E) RIDGE BOARD TO REMAIN
Construction
Documents
01/10/2014
5
A3-8.1
SILL PLATE DETAIL
SCALE: 3" = 1'-0"
1
A3-8.1
WINDOW JAMB DETAIL
SCALE: 3" = 1'-0"
3 1/2"
(N) 3/4 WD TRIM O/ (N)
1x12 WD BOARD O/ (N)
WEATHER BARRIER
O/ (N) SAF O/ (N)
PLYWOOD
SHEATHING, SSD O/
(E) WD BOARDS
Details &
Schedules
Sheet No.:
A3-8.1
12/12/2013 3:45:17 PM
14

Construction City of Cupertino Documents Project No. 2012

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