X
DRAWING NUMBER
SHEET WHERE DRAWN ON
AXXX
DRAWING SYMBOL FOR DRAWING
DRAWN ON SAME SHEET
X
-
DRAWING NUMBER
TEXT FORM OF DRAWING NUMBER
3/A8.5
SHEET WHERE DRAWN ON
DRAWING NUMBER
"-" MEANS DETAIL IS ON SAME SHEET
3/-
BUILDING / WALL SECTION SYMBOL
X
AXXX
DRAWING NUMBER
SHEET WHERE DRAWN ON
OWNER
CABRILLO COMMUNITY COLLEGE
DISTRICT
6500 SOQUEL DR.
APTOS, CA 95003
(831) 479-6201
PROJECT MANAGER
CRAIG BAGLEY
555 SOQUEL AVE, SUITE 140
SANTA CRUZ, CA 95062
(831) 425-1730
SINGLE ELEVATION SYMBOL
X
DRAWING NUMBER
SHEET WHERE DRAWN ON
AXXX
MULTIPLE ELEVATION SYMBOL
ARCHITECT
STV |vbn
560 14TH ST.
OAKLAND, CA 94612
(510) 763-1313
MECHANICAL/PLUMBING
YOUNG ENGINEERING SERVICES
501 CEDAR ST, SUITE E
SANTA CRUZ, CA 95060
(831) 466-9208
ELECTRICAL
STV INC.
9130 ANAHEIM PLACE, SUITE 210
RANCHO CUCAMONGA, CA 91730
(909) 484-0660
STRUCTURAL
DONALD C. URFER & ASSOC. INC.
2715 PORTER ST.
SOQUEL, CA 95073
(831) 476-3681
SHEET WHERE DRAWN ON
ARROWS POINT TO WALLS DRAWN
INT. ELEVATION NUMBER
DETAIL KEY
X
AXXX
1
A000
DESCRIPTION
SCALE
A000
DRAWING NUMBER
SHEET WHERE DRAWN ON
DRAWING / DETAIL TITLE
2010 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.
DRAWING / DETAIL NUMBER
DRAWING / DETAIL DESCRIPTION
SCALE
2010 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.
(2009 INTERNATIONAL BUILDING CODE AND 2010 CALIFORNIA AMENDMENTS)
DRAWING / DETAIL IN WHICH IT IS DRAWN
2010 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R
(2008 NATIONAL ELECTRICAL CODE AND 2010 CALIFORNIA AMENDMENTS).
2010 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R
(2009 UNIFORM MECHANICAL CODE AND 2010 CALIFORNIA AMENDMENTS).
2010 CALIFORNIA ENERGY CODE, PART 6, TITLE 24 C.C.R
2010 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24 C.C.R.
(2009 INTERNATIONAL FIRE CODE AND 2010 CALIFORNIA AMENDMENTS)
2010 CALIFORNA GREEN BUILDING STANDARDS CODE (CALGREEN), PART 11, TITLE 24 C.C.R.
2010 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R.
TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS.
PARTIAL LIST OF APPLICABLE STANDARDS
NFPA 13
AUTOMATIC SPRINKLER SYSTEMS
2010 EDITION
NFPA 14
STANDPIPE SYSTEMS (CA AMENDED)
2007 EDITION
NFPA 17a
WET CHEMICAL SYSTEMS
2002 EDITION
NFPA 20
STATIONARY PUMPS
2007 EDITION
NFPA 24
PRIVATE FIRE MAINS (CA AMENDED)
2010 EDITION
NFPA 72
NATIONAL FIRE ALARM CODE (CA AMENDED)
2010 EDITION
NFPA80
FIRE DOOR AND OTHER OPENING PROTECTIVES
2007 EDITION
NFPA 2001
CLEAN AGENT FIRE EXTINGUISHING SYSTEMS
2008 EDITION
REFERENCE CODE SECTION FOR NFPA STANDARDS - 2010 CBC (SFM) CHAPTER 35.
SEE CHAPTER 35 FOR STATE OF CALIFORNIA AMENDMENTS TO NFPA STANDARDS.
REVISION REFERENCE
GENERAL
G-001
TITLE SHEET
G-002
SITE MAP
G-003
PROJECT DATA
ARCHITECTURAL
A-100
PARTIAL SITE PLAN
A-101
DEMOLITION FLOOR PLAN
A-102
FLOOR PLAN
A-103
REFLECTED CEILING PLAN
A-201
BUILDING SECTION
A-401
INTERIOR ELEVATIONS
A-402
INTERIOR ELEVATIONS
A-501
DETAILS
A-502
DETAILS
A-503
LAB CASEWORK DETAILS
A-504
CEILING DETAILS
A-505
DETAILS
A-601
SCHEDULES
A-801
FURNITURE PLAN (FOR REFERENCE ONLY)
PLUMBING
P-001
PLUMBING LEGEND, NOTES, SCHEDULES
P-201
PLUMBING FLOOR PLAN DEMOLITION
P-202
PLUMBING FLOOR PLAN - NEW WORK
P-203
PLUMBING ATTIC PLAN - NEW WORK
P-601
PLUMBING DETAILS
MECHANICAL
M-001
MECHANICAL LEGEND, NOTES, SCHEDULES
M-002
TITLE-24
M-003
TITLE-24
M-201
MECHANICAL ATTIC PLAN - WEST DEMOLITION
M-202
MECHANICAL FLOOR PLAN - EAST DEMOLITION
M-203
MECHANICAL ATTIC PLAN - WEST NEW WORK
M-204
MECHANICAL ATTIC PLAN - CENTER NEW WORK
M-205
MECHANICAL ATTIC & FLOOR PLAN - EAST NEW WORK
M-206
MECHANICAL BASEMENT PLAN - EAST NEW WORK
M-601
MECHANICAL DETAILS
M-602
MECHANICAL DETAILS
M-701
MECHANICAL CONTROLS & DETAILS
M-702
MECHANICAL CONTROLS & DETAILS
ELECTRICAL
E-000
ELECTRICAL SYMBOLS & ABBREVIATIONS
E-101
ELECTRICAL FLOOR PLAN
E-102
ELECTRICAL FLOOR PLAN
E-103
LIGHTING PLAN
E-104
FIRE ALARM PLAN
E-200
PANEL SCHEDULES & SINGLE LINE DIAGRAM
E-201
TITLE-24 COMPLIANCE FORMS
E-202
TITLE-24 COMPLIANCE FORMS
E-203
TITLE-24 COMPLIANCE FORMS
E-204
FIRE ALARM RISER DIAGRAM AND DETAILS
E-205
DETAILS
STRUCTURAL
S-101
PARTIAL FRAMING PLAN & DETAILS
Aptos, California 95003
BID SET
ROOM IDENTIFICATION
WALL TYPE SYMBOL/NUMBERING
SYSTEM
COMPLIANCE WITH CFC CHAPTER 14, FIRE SAFETY DURING
CONSTRUCTION AND DEMOLITION AND CBC CHAPTER 33 SAFELY
DURING CONSTRUCTION WILL BE ENFORCED. ALL WORK SHALL
CONFORM TO THE CALIFORNIA BUILDING CODE, CALIFORNIA
ELECTRICAL CODE, CALIFORNIA MECHANICAL CODE, CALIFORNIA
PLUMBING CODE, AND CALIFORNIA HEALTH & SAFETY CODE.
DSA APPROVAL OF THESE PLANS SHALL NOT BE CONSTRUED
AS THE CERTIFICATION OF COMPLIANCE FOR THE FOLLOWING
BUILDING(S) AS REQUIRED BY THE FIED ACT, EDUCATION CODE
SECTION 17280-17316 AND SECTIONS 81130-81147: BUILDING 600
THESE DRAWINGS HAVE BEEN PREPARED BY OTHER DESIGN PROFESSIONALS
OR CONSULTANTS WHO ARE LICENSED AND/OR AUTHORIZED TO PREPARE
SUCH DRAWINGS IN THIS STATE. IT HAS BEEN EXAMINED BY ME FOR:
1.
DESIGN INTENT AND APPEARS TO MEET THE APPROPRIATE
REQUIREMENTS OF TITLE 24, CALIFORNIA CODE FOR REGULATIONS
AND THE PROJECT SPECIFICATIONS PREPARED BY ME, AND
2.
COORDINATION WITH MY PLANS AND SPECIFICATIONS AND IS
ACCEPTABLE FOR INCORPORATION INTO THE CONSTRUCTION OF THIS
PROJECT.
THE STATEMENT OF GENERAL CONFORMANCE "SHALL NOT BE CONSTRUED AS
RELIEVING ME OF MY RIGHTS, DUTIES, AND RESPONSITBILITIES UNDER
SECTIONS 17302 AND 81138 OF THE EDUCATION CODE AND SECTIONS 4-336,
4-341 AND 4-344" OF TITLE 24, PART 1 (TILE 24, PART 1, SECTION 4-317 (B))
WORK OF THE PROJECT INCLUDES ALTERATIONS TO PORTION OF EXISTING
BUILDING 600 AS FOLLOWS:
DEMOLITION OF EXISTING SPACES AND CONSTRUCTION OF NEW CHEMISTRY/ BIOLOGY LAB
AND TWO LECTURES ROOMS. WORK TO INCLUDE, BUT IS NOT LIMITED TO: CASEWORK, FUME
HOODS, SAFETY SHOWER/EYE WASH, CEILINGS, FLOORING AND PAINTING, INSTALLATION OF
PANIC HARDWARE ON EXISTING DOORS IN ROOM 610, AND INSTALLATION OF MECHANICAL,
PLUMBING, ELECTRICAL AND FIRE ALARM IN THE AREA OF ALTERATION.
1.
ADDITIVE ALTERNATE #1<"CFFKVKQP"QH"HWTTKPI"YCNN."EQPUKUVKPI"QH"4"+Ñ"OGVCN
UVWFU."71:Ñ"I[RUWO"DQCTF"CPF"DCVV"KPUWNCVKQP."CV"PQTVJ"GZVGTKQT"YCNN"QH
ROOMS 610 AND 611 AND SOUTH WALL OF ROOM 610.
2.
ADDITIVE ALTERNATE # 2 : ADDITION OF ACOUSTICAL WALL PANELS AT NORTH, SOUTH &
EAST WALLS OF ROOM 610 AS SHOWN IN DRAWINGS.
3.
ADDITIVE ALTERNATE # 3 : ADDITION OF EYE WASH/SHOWER STATION AND REQUIRED
UTILITIES; ADDITION OF FUME HOOD AND REQUIRED UTILITIES, CASEWORK BELOW, AND
WING WALLS IN ROOM 610.
CABRIL
LO HW
Y
1
1.
GENERAL NOTES APPLY TO THE ENTIRE WORK OF THIS CONTRACT.SHEET
NOTES APPLY TO THE DRAWING SHEET ON WHICH THEY OCCUR. IN
CONFLICTS BETWEEN THE SHEET NOTES AND THE GENERAL NOTES,
SHEET NOTES WILL GOVERN.
2. DO NOT SCALE DRAWINGS.
3. BEFORE BEGINNING WORK AT THE SITE, WHERE POSSIBLE AND
THROUGHOUT THE COURSE OF THE WORK, CONTRACTOR IS TO INSPECT
AND VERIFY THE LOCATION AND CONDITION OF ITEMS AFFECTED BY THE
WORK UNDER THIS CONTRACT AND REPORT DISCREPANCIES TO THE
ARCHITECT BEFORE BEGINNING ANY WORK THAT AFFECTS THESE ITEMS.
4. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS WHERE WORK
OWUV"DG"CEEQORNKUJGF"WPFGT"VJKU"EQPVTCEV0""KPEKFGPVCN"YQTM
MAY ALSO BE NECESSARY IN AREAS NOT SHOWN ON THE
ARCHITECTURAL DRAWINGS DUE TO CHANGES AFFECTING EXISTING
OGEJCPKECN."GNGEVTKECN."RNWODKPI"QT"QVJGT"U[UVGOU0""UWEJ
INCIDENTAL WORK IS ALSO PART OF THIS CONTRACT.
5. VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD PRIOR TO
FABRICATION AND ASSEMBLY OF ALL ELEMENTS OF THE WORK.
6. WORK NOT DETAILED, MARKED, OR SPECIFIED IN PARTICULAR, WILL BE
AS SIMILAR WORK THAT IS DETAILED, MARKED, OR SPECIFIED.
7. ALL DIMENSIONS ARE TO FACE OF STUDS, U.O.N.
8. DIMENSIONS DESIGNATED AS "CLEAR" OR "CLR" ARE FROM FACE OF
FINISH TO FACE OF FINISH. THESE DIMENSIONS MUST BE MAINTAINED AS
NOTED.
9. ALL WORK SHOWING IS NEW (N) WORK, UNLESS SHOWN AS EXISTING.
10. THE CONTRACTOR WILL COORDINATE HIS WORK WITH THE INSTALLATION
OF ALL N.I.C. ITEMS.
11. OWNER'S OCCUPIED AREAS WILL REQUIRE NEW AND DEMOLITION WORK
CDQXG"CPF"DGNQY0""EQQTFKPCVG"CPF"UEJGFWNG"CEEGUU"YKVJ"QYPGT0"
REFER TO DIVISION ONE REQUIREMENTS.
34""""RTQXKFG"HWNN"CEEGUU"VQ"CTGC"QEEWRKGF"D["QYPGT0""OCKPVCKP
POWER, AIR, LIGHTING & OTHER UTILITIES, AND MAINTAIN EXITING TO
QEEWRKGF"CTGCU"CV"CNN"VKOGU0""TGHGT"VQ"FKXKUKQP"QPG
REQUIREMENTS.
CONTRACTOR SHALL PATCH, PAINT AND REPAIR ANY DAMAGE TO
GZKUVKPI"YCNNU."HNQQT."CPF"EGKNKPI"VQ"TGOCKP"CU"TGSWKTGF0""TGHGT
TO DIVISION ONE REQUIREMENTS.
13. HAZARDOUS MATERIALS ABATEMENT TO BE PERFORMED PRIOR TO
START OF CONSTRUCTION UNDER SEPARATE CONTRACT WITH DISTRICT.
13A. CERTAIN MATERIALS IN THE BUILDING HAVE BEEN IDENTIFIED AS
CONTAINING HAZARDOUS MATERIALS. SEE HAZARDOUS MATERIALS
REPORT. SEE GENERAL CONDITIONS AND DIVISION ONE REGARDING
PROCEDURES SHOULD HAZARDOUS MATERIALS BE ENCOUNTERED.
MM
SM
N.T.S.
4015839
DSA APPLICATION NUMBERS
PARKING LOT G
650
CONSTRUCTION
TYPE
BLDG TYPE
CLOSED/
CERTIFIED
VN
V, 1-HR
VN
III B
VN
V, 1-HR
V, 1-HR
VN
VN
VN
V, 1-HR
V, 1-HR
II, FR
V, 1-HR
VN
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CODE COMPLIANCE
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
HORTICULTURE
HORTICULTURE
HORTICULTURE
HORTICULTURE
HORTICULTURE
HORTICULTURE
HORTICULTURE
HORTICULTURE
CLASSROOM
CLASSROOM
CAFETERIA
PARKING
LIBRARY
PRESS BOX/POOL
HOUSE
CERTIFIED
-
1100
1100A
V, 1-HR
VN
GYM
RESTROOMS
#3- CLOSE W/O
CERTIFICATION
1200
1300
1300
1400
1400
1500
1500
1550
1550
1600
1600
1700
1775
1800
2000
2500
2550
2600
SWIMMING POOL
LRC (1000)
A&B PARKING
VN
VN
VN
VN
VN
VN
-
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CHILDREN'S CENTER
CHILDREN'S CENTER
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CHILD CARE CENTER
MAINTENANCE
CLASS AND LAB
OFFICE
SWIMMING POOL
CLASSROOM
PARKING
CERTIFIED
CERTIFIED
#3- CLOSE W/O
CERTIFICATION
HORTICULTURE
/5000
-
CLASSROOM
-
BUILDING #
PARKING LOT F
PROJECT AREAS
PARKING LOT
PARKING LOT E
COLLEGE
DIRECTORY
PARKING LOT D
500
#21143
400
#26949
PARKING LOT C
STORAGE
450
#26949
1050/70
#37036
350
#60100
100
#21143
300
#21143 #80113
#110322
PROJECT #062040
CABRILLO BARRIER
REMOVAL PROJECT
600
#21143
#80113
(CODE COMPLIANCE)
PARKING LOT I
1000
#21143
PARKING STRUCTURES
A & B #102416
700
#21143
ELEVATOR
ELECTRICAL
ROOM
(E) ACCESSIBLE
PARKING
200
#21143
#41373
SO
PARKING LOT N
QU
EL
DR
IVE
1150/70
SAC EAST
#103731
VAPA
3000
SOQ
UEL
DRIV
E
2600 2550
2500
#38242
AHC BLDG 2
#108904 & 108992
PEDES
TRIAN
VAPA
1000
#105826
BLDG
AHC BLDG 1
#108904
& 108992
PARKING LOT J
BRIDGE
VAPA
2000
900
#21143
SAC WEST
#103731
(E) BUS STOP
SESNON HOUSE
PARKING STRUCTURE P
#107048
800
#26949
#112745
DSA (106425)
1300
#21143
1100
#21143
VAPA
5000
2000
#21143
#38242
#40959
PARKING LOT K
1550
1600
VAPA
4000
1400
STORA
GE
2100A, B, & C
2030
1775
POOL
#101850 #101338
1700 BASKIN
#63061
PARKING LOT L
PARKING LOT M
FOOTBALL STADIUM
BLEACH
ERS
PRESS
BOX
PARKING LOT K
BLEACH
ERS
1500
DSA
(109657)
PARKING LOT R
STORAGE
TWIN LAKES
BAPTIST
CHURCH
TENNIS COURTS
ACCESSIBLE PATH
OF TRAVEL
1100A
#108347
TRACK
PARKING LOT S
#101961
#103204 850/854
STORAGE
FOOTBALL FIELD
TRACK
1
G-002
SITE MAP
1/128" = 1'-0"
100
100
200
200
300
300
300
350
400
450
500
600
675
680
690
691
692
693
694
695
700
800
900
955
1000
PATH OF TRAVEL - ACCESSIBLE PATH OF TRAVEL AS INDICATED ON PLAN
IS A BARRIER-FREE ACCESS PATH OF TRAVEL WITHOUT ANY ABRUPT
LEVEL CHANGES EXCEEDING 1/2" BEVELED AT 1:2 MAX. SLOPE, OR
VERTICAL LEVEL CHANGES NOT EXCEEDING 1/4" MAX. AND AT LEAST 48" IN
WIDTH. SURFACE IS SLIP RESISTANT, STABLE, FIRM AND SMOOTH. CROSS
SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS
LESS THAN 5%, UNLESS OTHERWISE INDICATED. ACCESSIBLE PATH OF
TRAVEL SHALL MAINTAIN FREE OF OVERHANGING OBSTRUCTIONS TO 80"
MINIMUM (1103B8.2) AND PROTRUDING OBJECTS GREATER THAN 4"
PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80" (1133B.8.6).
Aptos, California 95003
BID SET
-
LANDBRIDGE
CORRIDOR
STUDENT
ACTIVITIES CENTER
850
854 RELOCATION
-
WALKWAY
II, N
CLASSROOM
CERTIFIED
VN
CLASSROOM
#3- CLOSE W/O
CERTIFICATION
1100A - REMODEL
AHC PHASE 1
AHC PHASE 2/INC 1
AHC PHASE 2/INC 1
VAPA 1000 FORUM
VAPA 2000 2D ART
VAPA 3000 3D ART
VAPA 4000 THEATER
VAPA 5000 MUSIC
STRUCTURE P
VN
VN/V 1-HR
-
RESTROOM
CERTIFIED
#3- CLOSE W/O
CLASSROOM/OFFICE CERTIFICATION
CLASSROOM
CERTIFIED
CLASSROOM/STUDIO
CERTIFIED
CLASSROOM/STUDIO
CERTIFIED
CLASSROOM/THEATER
CERTIFIED
CLASSROOM/THEATER
CERTIFIED
PARKING
CERTIFIED
MM
SM
1/128" = 1'-0"
4015839
SHEET NOTES
1.
-
1
A-102
1
A-101
LEGEND
10
A-504
AREA OF WORK
ASSUMED FIRE LINE
Aptos, California 95003
BID SET
IL
SM
1'-0"=20'
4015839
1
A-100
PARTIAL SITE PLAN
1'- 0" = 20'-0"
REMOVE (E) CEILING AS REQUIRED
FOR NEW WALL
SST PIPE
BASE
UTILITY
FLOOR BOX,
TYP.
VALVE
Aptos, California 95003
SST PIPE
BASE
SHEET NOTES
AIR+H20
CONN.
ELEC
EXHAUST
VENT
UTILITIES
IN FLOOR
1.
2.
DASHED OR DOTTED LINES DENOTE EXISTING TO BE REMOVED.
THIS PLAN IS FOR REFERENCE ONLY. ARCHITECT DOES NOT
GUARANTEE ACCURACY OF THE EXISTING CONDITION.
3. FOR REMOVAL OF PLUMBING ITEMS SEE PLUMBING DRAWINGS.
4. FOR REMOVAL OF MECHANICAL ITEMS SEE MECHANICAL DRAWINGS.
5. FOR REMOVAL OF ELECTRICAL FIRE ALARM AND SIGNALS ITEMS SEE
ELECTRICAL DRAWINGS.
6. WHERE (E) WALLS ARE DESIGNATED TO REMAIN, REMOVE PLUMBING
ITEMS & RELATED PIPING BACK TO WALL AND CAP INSIDE WALL.
7. WHERE (E) WALLS ARE DESIGNATED TO REMAIN, REMOVE ELECTRICAL
OUTLETS & RE-FINISH WALL SURFACES TO MATCH (E).
8. REMOVE DOORS AT (E) LOCKERS AND CHALKBOARDS FOR RE-USE AND
TURN OVER TO THE OWNER.
9. ABATEMENT UNDER SEPARATE CONTRACT INCLUDES THE FOLLOWING
(ONLY KEY ITEMS NOTED):
A. REMOVAL OF GYP. BD. U.O.N. STUD WALLS REMAIN FOR
DEMOLITION UNDER THIS CONTRACT.
B. REMOVAL OF ALL FLOOR FINISHES & UNDERLAYMENT DOWN TO
STRUCTURAL PLYWOOD.
C. REMOVAL OF CEILING PLASTER AND 1X4 FURRING STRIPS
D. CABINETS & COUNTERTOPS
E. PIPE INSULATION
F. INTERIOR DOORS
G. FLUORESCENT LIGHT FIXTURES
10. SOME GYP. BD. WILL REMAIN IN ROOM IN ROOM 612: CONTRACTOR TO
IDENTIFY ANY GYB. BD. AREAS REQUIRING CUTTING AND ADVISE
DISTRICT TO BRING THE ABATEMENT CONTRACTOR BACK TO PERFORM
THE WORK.
BID SET
MM
MS
1/4" = 1'-0"
NOTE: BEAMS & SUPPORT POSTS TO REMAIN
WALL LEGEND
EXISTING WALL TO REMAIN
1
A-101
DEMOLITION FLOOR PLAN
1/4" = 1'-0"
WALL TO BE DEMOLISHED & REMOVED
POST TO REMAIN
4015839
1
A-201
EXIT
EXIT
3'-0"
2'-4"
4 EQUAL SPACES
8'-0"
EXIT
Aptos, California 95003
7
7
10'-0"
BID SET
SHEET NOTES
1.
2.
13'-0"
7'-5"
EQUAL
5'-4"
EXIT
4.
EQUAL
5'-4"
4'-11"
2'-10"
8'-0"
3.
FOR CEILING DETAILS SEE SHEET A-504.
COORDINATE WITH ELECTRICAL LIGHT
FIXTURES AS SHOWN ON E-103.
COORDINATE WITH MECHANICAL HVAC
REGISTER; M-203.
FOR FIRE ALARM ITEMS SEE FIRE ALARM
PLAN E-104.
IL
MS
EXIT
EXIT
1/4" = 1'-0"
1
A-103
REFLECTED CEILING PLAN
1/4" = 1'-0"
CEILING LEGEND
4015839
Aptos, California 95003
BUILDING SECTION
1
A-201 1/4" = 1'-0"
BID SET
A-102
IL
MS
1/4" = 1'-0"
4015839
4
A-501
3'-0"
612
A. NORTH
4'-4"
11
A-503
B. EAST
3'-4"
3'-6"
D. WEST
C. SOUTH
FUME HOOD
ROOM 611
1
A401 1/4" = 1'-0"
A102
Aptos, California 95003
FOR CABINET TYPES SEE A-102 & A-601
10
A-505
BID SET
2'-6"
8'-1"
A. NORTH
B. EAST
1/4" = 1'-0"
C. SOUTH
D. WEST
4015839
ROOM 608 - INTERIOR ELEVATIONS
2
A-401 1/4" = 1'-0"
A102
12'-8" 19 @ 8" EA.
12"
PARTITION AS SCHEDULED
3/8" STROKE
8"
8"
5'-4" 8 @ 8" EA.
8"
DOUBLE STUD JAMB
STEEL DOOR FRAME WITH CLIP
STUD ANCHORS @ 24" O.C. WITH
MIN. (2) #12 SMS.
5/8"
6"
1/2"
SIGN: SEE T24 - SECTION
1104B.2
(E) FRAMING 3 X 16
5 /8 " GYPSUM
BOARD CEILING
WHERE OCCURS
DOOR AS SCHEDULED
1 15/16"
1 15/16"
SEALANT
JAMB SHOWN, HEAD SIMILAR
10
A-505
PERIODIC TABLE PAINTED GRID
1/2" = 1'-0"
A-401
7
A-505
SIGN FOR HEARING IMPAIRED
3" = 1'-0"
A-102
4
A-505
5 /8 " ACOUSTICAL
TILE GLUED &
STAPLE TO 1/2"
NON-SAG GYP.BD.,
WHERE OCCURS
DOOR DETAIL
3" = 1'-0"
A-601
266"QFSTPOT
CARPET
BYPSUM BOARD OR
SUSPENDED CEILING
1/2"
7'-0" TO FINISH FLOOR
5"
1/4" MAX. TO
COMPRESSED
CARPET
1/4" MAX.
UNDERLAYMENT
SPPN"DBQBDJUZ"
1" 1" 1" 1"
RADIUS CORNERS
VYNIL TILE
18 GA. SLIPTRACK WITH #12 X 2"
WOOD SCREWS @ 24"O.C. TO
CEILING JOISTS; PRE-DRILL
TRACK FOR SCREWS
SUSPENDED CEILING,
WHERE OCCURS, SEE SEE
REFLECTED CEILING PLANS
1'-0"
RESILIENT
TRANSITIONAL
MOLDING
PROVIDE BLOCKING AS
REQUIRED TO ANCHOR
PARTITION
SCREEN CASE
CASE CLAMP AND
HANGER HOOK
BRACKET BY SCREEN
MANUFACTURER,
TYPICAL OF TWO PER
SCREEN
5/8" GYP. BD. TYP., WALL TYPE
VARIES, SEE WALL TYPE
SCHEDULE
(E) PLYWOOD
FLOORING
18GA. TRACK W/ #12 X 3"
SCREWS @ 16"O.C. TO (E) FLOOR
JOISTS; PRE-DRILL TRACK FOR
SCREW
(2) # 12 SELF-TAPING
SCREWS @ EACH HANGER
HOOK.
FLOOR FINISHES ON
UNDERLAYMENT AND BASE,
SEE SCHEDULE
TYPICAL BACKING SEE
1/A-503
1 3/4"
Aptos, California 95003
ACOUSTICAL SEALANT,
WALLS TYPE A AND B ONLY
BID SET
(E) FLOOR JOISTS
TRANSITION FLOOR - CARPET/VINYL
FULL SIZE
A-102
FURRING WALL,
ALTERNATE # 1,
REFER TO
DETAIL 9/- FOR
NOTES
ACOUSTICAL PANEL,
ALTERNATE # 2
SUBSTRATE
FABRIC
TRACK
8
A-505
ROOM CAPACITY SIGN
3" = 1'-0"
A-102
PAINT REVEAL
BLACK
ACOUSTICAL
PANEL
FACE OF GYP.
BD. BEYOND
BASE AND
FINISH FLOOR
3" = 1'-0"
A-102
9
A-505
ACOUSTICAL CEILING TILE
ON GYP. BD.
5/8" GYP. BD.
PROJECTOR MOUNT
BRACKET
(E) WINDOW
PROJECTOR (N.I.C.)
80" MIN. TO
FINISH FLOOR
WALL FURRING @ (E) WINDOW
3" = 1'-0"
3" = 1'-0"
A-502
(E) CMU WALL
IL
SEALANT AND BACKER ROD
A-102
6
A-505
PROVIDE PLUMB SHIM TO
RECEIVE METAL STUDS
3"16$"æ"Z"3"3"14$"GZRCPUKQP
ANCHOR
NOTE: FOR PROJECTOR
MOUNTING BELOW
SUSPENDED CEILING USE
TUBE EXTENSION AND
METAL PLATE PER
BRACKET MANUFCATURER
SEALANT AND BACKER ROD
PARTITION @ (E) CMU WALL
PROJECTOR MOUNT DETAIL
3" = 1'-0"
SM
AS NOTED
2 1/2" METAL
STUDS @ 16" O.C.
MAX.
NOTE: DETAIL
ALSO APPLIES TO
ALTERNATE # 1
B. SECTION
A-401
TYPICAL PARTITION DETAIL
(E) FRAMING
JAMB ( HEAD SIMILAR)
ACOUSTICAL PANEL DETAIL, ALT. # 2
3" = 1'-0"
2
A-505
(E) FRAMING OR PROVIDE
WOOD BLOCKING TO
RECEIVE TWO # 14 X 3 1 /2"
WOOD SCREWS
(E) WINDOW
12
A-505
SCREEN MOUNTING DETAIL
(E) EXTERIOR
CONCRETE
MASONRY UNIT
5/8" GYP. BD.
A. PLAN
5
A-505
BATT
INSULATION
LINE OF CEILING
1/2"
11
A-505
A-103
3
A-505 3" = 1'-0"
A-102
4015839
FINISH SCHEDULE
FLOOR (NOTES 1, 2)
CASEWORK SCHEDULE
WALL
CEILING (NOTE 3)
OTHER MATERIALS
1'-1"
REMARK(S)
FIN/COLOR
NORTH
BASE
MAT
608
LECTURE
-
CPT1
VCT1
RB-1
610
LECTURE
-
CPT1
VCT1
611
CHEM/BIO LAB
-
RSF1
612
LAB SUPPORT
-
VCT1
CMU
GB*
CMU
RSF1
GB*
CMU
RB-1
GB*
FIN/COLOR MAT FIN/COLOR MAT
GB
RB-1
WEST
COUNTERTOP
FIN/COLOR MAT FIN/COLOR MAT
MAT
FIN/COLOR
IP-2
GB
IP-1
GB
IP-1
GB
IP-1
EPOXY
BLACK
WV1
-
-
ACT1/GB
-
IP-1
GB
IP-1
CMU
GB*
IP-1
GB
IP-2
EPOXY
BLACK
WV1
-
-
ACT1/GB
-
* ADD ALT 1
IP-1
GB
IP-1
GB
IP-1
GB
IP-1
EPOXY
BLACK
WV1
IP-1
IP-1
ACP1
-
* ADD ALT 1
IP-1
(E)GB
IP-1
(E)GB
IP-1
GB
IP-1
-
-
-
-
-
(E)
-
-
IDEA PAINT
CPT1
TANDUS
FLOORING
-
RESILIENT
FLOORING
CEILING GRID
ACOUSTICAL
CLG. PANEL
ACOUSTICAL
CLG. TILE
WOOD VENEER
PRO
WHITE
RUNAWAY
-
WHIRLWIND
-
-
18202
SEA SPRAY
135
RSF1
MANNINGTON
COMMERCIAL
MAGNA
BLUE ICE
18007
-
ACT1
ARMSTRONG
WV1
RB-1
ACOUSTICAL
WALL PANEL
AWP
CLEAN RM
OPTIMA
741 FINE
FISSURED
-
-
MANNINGTON
COMMERCIAL
FABRICMATE
HYTEX PANEL
FABRIC
-
-
-
WHITE
-
WHITE
-
RED OAK
-
-
ARMSTRONG
EDGE TYPE
TV
BRILLIANCE
FABRIC
-
CASEWORK NUMBERING
CASEWORK DIMENSIONS, TYPICAL, U.O.N.
DECK MOUNTED FIXTURES WALL CONDITION
-
IRON
8"
Aptos, California 95003
LAB PLUMBING FIXTURE GROUP SPACING
908
BAMBOO
-
RED OAK
-
FUME HOOD WORK
SURFACE
ADD ALT#2
(E) DOORS TO RECEIVE NEW HARDWARE & NEW DOOR 611C
OPEN
FF
FRAME
TYPE
GLAZING
MATERIAL
TYPE
S
3'-0"
7'-0"
1 3/4"
WD
(E)
(E)
WD
(E)
610B(E)
LECTURE
-
S
3'-0"
7'-0"
1 3/4"
WD
(E)
(E)
WD
(E)
CHEM/BIO LAB
-
S
3'-0"
7'-0"
1 3/4"
WD
A
-
HM
-
--
-
-
-
-
-
-
-
SILL
MATERIAL
-
JAMB
THICK- NESS
LECTURE
HEAD/
TRANSOM
HEIGHT
610A(E)
LEAF WIDTH
8"
CENTERLINE OF
FIXTURES
TRANSPARENT FINISH
1'-0"
SINGLE/ PAIR
BACKSPLASH
1'-0"
WALL CABINET (W)
DOOR
FIRE
RATING
(MIN)
BASE CABINET TYPE
(NUMBER DENOTES WIDTH
OF CABINET IN INCHES)
WA36
OPENING SCHEDULE
DOOR NO. LOCATION
2'-0"
2 ADJUSTABLE
SHELVES
ESSENTIALS
ACP1
NONE, NOT APPLICABLE
ADHESIVE APPLIED ACOUSTICAL CEILING
CARPET
COUNTERTOP
GYPSUM BOARD
INTERIOR PAINT PAINT
RESILIENT BASE
RESILIENT SHEET FLOORING
SUSPENDED ACOUSTICAL CEILING
VINYL COMPOSITE TILE
WOOD VENEER
ACOUSTICAL TILE
-
VCT1
CGR1
7'-0"
#46
MANNINGTON
COMMERCIAL
BASE
CHAIR RAIL
ACOUSTIC
WHITE
BA36
-
-
-
01
PANIC HARDWARE
-
-
-
01
PANIC HARDWARE
1
4/505
4/505
-
02
-
-
-
-
-
-
HARDWARE
GROUP
BH72
FUME HOOD BASE
1'-0"
1 FIXED
SHELF & 4
ADJUSTABLE
SHELVES
A-503
BID SET
SIM.
1'-10"
10 -A
REMARK(S)
8
GLASS DOOR
SINK
SUPPORT
A-503
7'-0"
IP-2
-
AAAC
CPT
CTOP
GB
IP
RB
RSF
SAC
VCT
WV
ACT
REMARK(S)
CABINET LENGTH
( X=LENGTH AS
REQUIRED TO FIT.
EX= EQUAL LENGTH
CABINETS TO FIT
33 4"
KELLY
COLOR
NAME
WA36
SHELF
A-503
FF
BA18
FF
BA36
FRAMES TYPES
DOOR TYPES
BASE CABINET (B)
A
FF
BS36 A
ADA COMPLIANT
FOR DETAIL SEE 10/A-503
FF
FF
BS36
6'-8"
TALL CABINET (T)
BI80
N.T.S.
1'-0"
OPEN
OPEN
COMPARTMENT
INSTRUCTION BENCH CABINET (BI)
FF
TA36
TA42
2'-0"
2'-0"
SM
SIM.
BD36
FLUSH GROMMET
IN 1" EPOXY TOP
ELECTRICAL & GAS
SHUT OFF SWITCHES
(E)DOOR TO BE PAINTED TO MATCH (E)
EXTERIOR DOOR COLOR
1
MM
9
2'-3"
CARPET
IP-1
COLOR
NO.
STYLE
ADJUSTABLE
SHELVES
COORDINATE WITH FUME
HOOD MANUFACTURER
INTERIOR PAINT
MANUFACTURER
WALL CABINET TYPE
(NUMBER DENOTES WIDTH
OF CABINET IN INCHES)
-
ABBREVIATIONS
MANUFACTURERS SHOWN ARE FOR COLOR DESIGNATION ONLY.
SEE SPECIFICATIONS FOR PRODUCT.
CASEWORK NOTES:
1. FOR TYPICAL CASEWORK SECTION, SEE 3/A-503.
2. FOR CASEWORK COUNTERTOP, SEE 12/A-503.
3. FOR CABINETS BACKING SUPPORT, SEE 1/A-503.
4. SEE THIS SHEET FOR FINISH SCHEDULE.
2'-10"
MATERIALS/
FINISHES
-
FRAMES
ALL FLOOR SURFACES SHALL BE NON-SLIP.
TRANSITIONS BETWEEN ADJACENT DISSIMILAR FLOOR MATERIALS SHALL OCCUR
AT THE CENTERLINE OF A DOOR, WHERE OCCURS.
PAINT ALL GRILLS AND DIFFUSERS TO MATCH ADJACENT WALL OR CEILING
COLOR.
COLOR SCHEDULE
611C
CASEDOORS
FIN/COLOR WORK
2'-10"
3.
SOUTH
2'-3" MIN.
NOTES 1.
2.
EAST
2'-6"
SUBS
4"
ROOM NAME
2'-10"
ROOM
NO.
GAS OUTLET
MOUNTED ON
COUNTERTOP,
SEE PLUMBING
DRAWINGS
DATA & ELECTRICAL
MOUNTED IN
CABINET, FACING
KNEE SPACE
4015839
t
Aptos, California 95003
(E)TO MAIN
SWITCHBOARD
4
5
6
7
8
A. HERNANDEZ
(E)1"C-3#6
30kVA
480-208Y/120V
3 , 4W, 60HZ
R. FEE
(E)
(E)2"C4#1
L6
(E)
(E)
P6A
P6B
1"C-3#8+1#10G
SPARE
(E)2"C-4#2/0
75kVA
480-208Y/120V
3 , 4W, 60HZ
3
SPARE
2
SPARE
1
BID SET
1/8" = 1'-0"
LIGHTING FIXTURE SCHEDULE
TYPE
LAMP DATA
DESCRIPTION
QTY.
(E)
R6A
(E)
R6B
(E)
R6C
MANUFACTURER &
CATALOG NO.
L1
2'X4' RECESSED LUMINAIRE WITH 20-GAUGE COLD-ROLLED STEEL
HOUSING AND ENDS
1
27WT8
27
120
FINELITE
HPR-A-2X4-SCO-2T8-120-SD
L2
SERIES 16 LOW PROFILE RECTILINEAR LUMINAIRE
2
32WT8
62
120
FINELITE
S16-WCB-4-2T8-91W-OPEN-120
L3
HIGH PERFORMANCE 4" APERTURE SURFACE MOUNT LINEAR
LED LUMINAIRE
1
-
20
120
FINELITE
HP-4 SM 4/8 SO 3500K 120
L4
CEILING MOUNTED, LED EXIT LIGHT WITH LED BOARD AND
DIRECTIONAL ARROWS AS SHOWN ON DRAWINGS.
1
LED
1.5
120
PRECISION PARAGON
XLE-G-D
(E)
R6D
INPUT INPUT
TYPE
WATTS VOLTS
SCOPE OF WORK
SINGLE-LINE DIAGRAM
4015839
Aptos, California 95003
BID SET
A. HERNANDEZ
R. FEE
1/8" = 1'-0"
4015839
Aptos, California 95003
BID SET
A. HERNANDEZ
R. FEE
1/8" = 1'-0"
4015839
Aptos, California 95003
BID SET
A. HERNANDEZ
R. FEE
1/8" = 1'-0"
4015839
6"
6"
90"
80"
48"
1
E-204
TYP MOUNTING & HARDWARE FOR SMOKE DETECTOR
3
E-204
NOT TO SCALE
WALL MOUNTED FIRE ALARM DEVICE MOUNTING DETAILS
NOT TO SCALE
Aptos, California 95003
HL
L
HL
L
HL
SD
SD
SD
SD
HD
HD
HD
HD
HD
HD
HD
HD
L
HD
L
HD
BID SET
FIRE ALARM SCHEDULE
SD
A. HERNANDEZ
HD
R. FEE
L
HL
NTS
WIRE SCHEDULE
4015839
2
E-204
FIRE ALARM RISER DIAGRAM
NOT TO SCALE
4
E-204
BATTERY & VOLTAGE DROP CALCULATIONS
NOT TO SCALE
1 3/8" MAX
ANNULAR SPACE
1
E-205
FIRE STOPPING DETAIL
NOT TO SCALE
2
E-205
EYE WASH POWER SHUT OFF
NOT TO SCALE
Aptos, California 95003
BID SET
A. HERNANDEZ
R. FEE
NTS
4015839
GENERAL NOTES
16
3
S-101
(E) 3 X JOISTS
(E) TRUSS
D
NOTE: LOCATE OPENING TO
BEST CLEAR DUCTS AND
EQUIPMENT
(E) SOLID
BLOCKING
Site Condition: The Contractor shall examine and check all existing conditions, dimensions, levels and material and notify the Architect any discrepancies.
Glulaminated Beams:
Glulaminated beams shall be Douglas Fir, 1 12 " laminations, combination 24F-V4 (Fb ten = 2400 psi; Fb comp = 1200 psi; Fv = 165 psi; F
= 650 psi; E
= 1,800,000 psi) for single span beams and 24F-V8 (Fb ten = 2400 psi; Fb comp = 2400 psi; Fv = 165 psi; F
= 650 psi; E = 1,800,000 psi) for
multi-span or cantilever beams, with exterior glue unless noted. Fabricate in accordance with AITC 117-84 MANUFACTURING, Chapter 23A of the
California Building Code, 2010 Edition (Title 24), and California Building Code Standards. All beams shall be Industrial appearance grade unless noted
otherwise. All structural glued laminated timber shall be continuously inspected during fabrication by an inspector specifically approved by the Division
of the State Architect (DSA). An AITC Certificate will not meet this requirement.
(E) 3 X 16 CEILING
JOISTS @ 24" O.C.
(E) 2 X6 SILL
2
S-101
(E) CONC. BEAM
CENTER LINE
6 - SDS 1/4 -6
END OF ADDED GL
Lumber:
Lumber shall be Douglas Fir No. 1 S4S for 4x and smaller and Douglas Fir No.1 for 6x and larger unless otherwise shown. Pieces with serious defects
shall be discarded. All lumber shall be kiln dried to a maximum moisture content of 12% or less prior to delivery to the job site. Plywood shall be APA
STRUCT I in accordance with U.S. Comercial Standard PS1.
ADD 3 1/8" X 12 GL TO (E) 3 X 16
EACH SIDE OF NEW OPENING
Light Gage Steel Framing:
Light gage steel studs, joists and accessories shall conform to AISI S200-07, North American Standard for Cold-formed Steel framing - General
Provisions and AISI S100-07 North American Specifications of Cold-formed Steel Structural Members. Member sizes shall be of a depth as noted on the
drawings and of a gage necessary to resist 25 psf wind loads for exterior walls and 5 psf for interior walls with a maximum deflection of L/240. Do not
use less than 20 gage members for interior walls and 18 gage members for exterior walls. Submit shop drawings including typical details and fasteners
and calculations for the review of the Structural Engineer prior to fabrication.
6"
3"
6"
28'-0"
E
6"
NEW ACCESS OPENING
ADD 3 1/8 X 15 GL TO (E) 3 X 16
EACH SIDE OF OPENING WITH
HU325 /12 HANGER EACH END
DETAIL
4
S-101 1 1/2" = 1'-0"
(E) CMU WALL
-
Nailing:
Nailing shall be common wire nails, galvanized when exposed to the exterior. Subdrill where there fastening to existing lumber or where there is danger
of splitting. See Nailing Schedule and CBC Table 2304.9.1 for size and spacing unless noted otherwise.
Bolts:
ADD HU316, TYPICAL @ CUT
JOISTS
Bolt holes in wood shall be 1/16 inch oversize. Washers shall be used on all bearings of heads and nuts against wood. Washers shall be standard plain
washers except as otherwise noted. Bolts shall conform to ASTM A-307. Bolts, nuts and washers shall be galvanized where exposed to the weather.
(E) CONCRETE BEAM
F
Wedge Anchors
NAILING SCHEDULE
All masonry anchor bolts of the expansion type (loaded in either pullout or shear), shall be proof tested in tension to twice the allowable tension load.
Wedge anchors to be Hilti Kwik-Bolt 3 per ICBO Report No. ESR-1385 re-issued February 1, 2010 or equal.
CONNECTION
Size
3/8" dia.
1/2" dia.
5/8"dia.
Minimum Proof Load Tests Values and Embedments
Direct Pull-Out Tension
Torque Wrench-Torque
1250#
15 ft-#
1500#
25 ft-#
2100#
65 ft-#
Embedments
2 1/4"
3 1/4"
4"
Bolt Tightening:
All nuts shall be tightened when placed and retightened at completion of project or immediately before finishing construction work which will make them
inaccessible.
Tapson Anchors:
Tapcon anchors per ICC ESR-1671, re-issued August 1, 2012.
Stud Walls:
Horizontal solid 2x blocking shall be installed in all walls and partitions where studs are greater than 8' in height. Stud walls supporting beams shall have
posts under bearing unless otherwise noted.
Double Plates:
Double plates shall lap a minimum of four feet at splices and be nailed with no less than 10 - 16d nails each side of spice except as otherwise noted or
shown. All cuts in plates shall occur over a bearing.
Cutting:
Cutting & drilling of joists and beams for pipes shall not be permitted without the approval of the Engineer.
Framing Anchors:
Joist hangers, sheet metal framing clips and angles shall be as manufactured by Simpson Strong Tie Company or equal.
Special Inspections:
The following special inspections, as required by Section 1704A of the California Building Code, 2010 Edition, shall be provided during construction on
the following types of work. The Contractor shall make arrangements for such tests, inspections and approvals with an independent testing laboratory or
entity acceptable to the Owner. The Owner shall bear costs of the test and/or inspections.
A. Glulam beams, per Section 1704.6.2.1.
S-101
COMMON WIRE NAILS
PARTIAL CEILING FRAMING PLAN
Joists or rafters to sides of studs:
Eight (8) inch joists or less
For each add'l four (4) inches in depth of joist
3- 16d
1- 16d
Joists or rafters at all bearings:
Toe nails, each side
Ceiling joists, laps over partitions, face nail
Ceiling joists to parallel rafters, face nail
Ceiling joists to Top plate, Toe nail
2- 10d*
3- 16d
3- 16d
3- 8d
Blocking between joists or rafters:
To joist or rafters - Toe nails each side each end
To joist or rafters - Toe nails, each side
To top plate, Toe nail
2- 10d*
2- 10d*
3- 8d
Blocking between studs, each end
2- 10d toe nails
Bridging to joist, toe nail, each end
Sole plate to joist or blocking, face nail
Top plate to studs, end nail
2- 8d
16d @ 16" o.c.
1
S-101 1/4" = 1'-0"
Aptos, California 95003
(E) 3 X JOISTS
BID SET
or 2-16d
2x6 Studs and Smaller
2x8 Studs and Larger
3- 16d
2-16d Endnails or 4-8d Toe-nails, U.N.
3-16d Endnails or 4-8d Toe-nails, U.N.
Doubled studs, face nail
16d @ 24" o.c.
Top plates laps and intersections, face nail
Double top plates, face nail
Built-up corner studs
2-16d
16d @ 16" o.c. unless noted
16d @ 24" o.c.
Rim Joist to top plate, Toe nail
8d @ 16" o.c.
Built-up girder and beams
ADD 3 1/8" GL WITH (2)
SDS 1/4 -6 SCREWS @
24" O.C.
2- 16d unless noted
Stud to sole plate
2x6 Studs and Smaller
2x8 Studs and Larger
Continuous header to stud, toe nail
All construction not specifically detailed shall be built to conform with similar construction shown and the requirements of the California Building
Code, 2010 Edition (Title 24).
4
(CBC TABLE 2304.91)
DETAIL
2
S-101 1 1/2" = 1'-0"
-
IL
C
L (E) TRUSS
6"
3"
SH
(E) PLY SPLICE
PLATE, REMOVE
AS NECESSARY
TO INSTALL GL
AS NOTED
CENTER LINE
4 - SDS 1/4 -6
4-8d
20d @ 32" o.c. at top and bottom
and staggered; 2-20d at ends and
at each splice; 2-20d at each
bearing.
NOTES: *When possible, nails driven perpendicular to the grain shall be used instead of toe nails.
ADDED 3 1/8" GL WITH
HU 48 MAX. HANGER,
PRE-DRILL FOR NAILS,
PROVIDE 3/8" PLY SHIM
ON SIDE
DETAIL
3
S-101 1 1/2" = 1'-0"
(E) 3X JOISTS
NOTCHED @
TRUSS BOTTOM
CHORD, TYP.
(E) 2- 4X8 TRUSS
BOTTOM CHORD
-
4015839