HomeMy WebLinkAboutPlansDETAIL IDENFICATION NUMBER
SECTION REFERENCE
SHEET NUMBER
SHEET NUMBER
XX
AX.X
XX
AX.X
XX
AX.X
XX
AX.X
1
24
3
INTERIOR ELEVATION REFERENCE
SHEET NUMBER
XX
AX.X
DETAIL REFERENCE NUMBER
SHEET NUMBER
XX
AX.X
DETAIL REFERENCE NUMBER
SHEET NUMBER
##WINDOW REFERENCE
##DOOR REFERENCE
LX LAUNDRY FIXTURE/ APPLIANCE
REFERENCE
RESTROOM FIXTURE & ACCESSORIES
REFERENCEKX
##GENERAL NOTE REFERENCE
KX KITCHEN FIXTURE/ APPLANCE
REFERENCE
PARKWAY DR.WATERMETEREXIST. CMU BLOCK FENCE/ 4' HCL
P.L.P.L.
P.L.P.L.P.L.P.L.P.L.P.L.EXIST. CMU BLOCK FENCE/ 6' HEXIST. CMU BLOCK FENCE/ 6' HEXIST. SWIMMING POOL
EXIST. 1 STORY HOUSE (3,336 SF)/ 2 CAR GARAGE (496 SF)DEMOLITION EXIST.POOL CABANA (240 SF)PROPOSED POOLCABANA (250 SF)(E)POOL EQ.GAS METERMAIN POWER PANEL/ELECTRIC METER12'-6"18'-0"10'-0"5'-0"
(E)WD. FENCE/ 6' H41'-6"34'-5"10'-0"
7'-10"19'-9"
14'-8"
12'-0"20'-0"25'-0"10'-5"
85'146.57'146.66'79.92'
GATE ENTRY
GATE ENTRY
ADD WOOD FENCE ON EXIST. BLOCK WALL/ SEE A-2/ 15 FENCE DETAILSTREET VIEW 1STREET VIEW 2
SHEET NUMBERPROJECT LOCATION:PROPOSED RESIDENTS COVERED PATIOOFARCHITECTURAL DESIGN BY:A-CONTACT: SEAN JIDESIGNER:DATE: 02/02/2020ISSUED 01/10/2021
1.The contractor and/or subcontractors shall visit and review conditions
prior to submitting bids.
2.The contractor shall assume sole and complete responsibility for jobsite
conditions during construction of this project including safety of all
persons and property. This requirement shall apply continuously and not
be limited to normal working hours. The contractor shall provide public
protection as necessary and required by governing city agencies.
3.The work shall conform to the applicable building code and other
ordinance codes and regulations listed in the specifications or on the
drawings and required by local building authorities. The governing codes,
UXOHVDQGUHJXODWLRQVDUHFROOHFWLYHO\UHIHUUHGWRDV³7KH&RGH´7KH
contractor shall report any inconsistencies, conflicts or omissions he may
GLVFRYHUWRWKHDUFKLWHFWIRULQWHUSUHWDWLRQSULRUWRSHUIRUPLQJWKHZRUN
4.The general contractor shall verify all conditions and dimensions on the
job site and report any and all discrepancies and/or unusual conditions to
the designer prior to finalizing bids or commencement of any construction.
5.Trade names and manufactures referred to are for quality standards only.
Substitutions will be permitted when they have been submitted to and
approved by the owner and designer prior to their purchase and
incorporation into the work.
6.The contractor shall be responsible for all costs for inspections and/or
tests, unless noted otherwise.
7. All ramps shall have a non-slip finish.
8. Do not scale these drawings. Should any dimensional discrepancies be
encountered, clarifications shall be obtained from the designer.
9. Unless otherwise noted on these drawings or in the specifications as
being N.I.C or existing, all items, materials, etc.., and the installation of
same are a part of the contract defined by these drawing specifications.
10.The building and its facilities shall be accessible and functional to the
physically handicapped.
11.Details are intended to show the intent of the design. Minor
modifications may be required to suit the field dimensions or conditions
and such modification shall be included as part of the work of the contract.
12.All interior wall dimensions are to the face of the stud unless otherwise
noted.
13. All exterior wall dimensions are to face of concrete block or two face of
stud unless otherwise noted.
14.The contractor shall provide solid blocking, unless noted otherwise as
required for nailing of all interior and exterior trims, finishes, and shall
provide for all the necessary Framing and bracing for the installation of
N.I.C. equipment indicated.
15. Provide metal trim or casing at all edges of plaster or drywall where it
terminates or meets any other material, except floors.
16. The contractor shall verify location and size of all floor, roof, and wall
openings with all applicable drawings.
17. Keep piping as close to walls and as high to underside of roof framing
as possible.
18. Where larger studs or furring are required to cover ducts, piping
conduit, etc., the larger stud or furrring shall extend the full length of the
surface involved.
19.The contractor shall verify inserts and embedded items with all
applicable drawings before pouring concrete.
20. All exterior expose Metals (Trims, railing, frames, moldings, Etc.) shall
be painted, unless noted otherwise.
21. All exterior wall openings, flashing, coping, and expansion joints shall
be weatherproof.
22. All roof drains shall be located at the lowest point of the roof taking into
consideration the camber of beams and deflection of cantilevers.
Contractor shall verify that positive drainage exists from all points on roof
prior to installing deck.
23.Glazing Notes:
A) All fixed and operable windows from 0 to 50 square feet in area shall
KDYHó´PLQLPXPJODVVJULSDQGó´PLQLPXPJODVVHGJHFOHDUDQFHV
B) All fixed and operable windows over fifty square feet in area shall have
ó´PLQLPXPJODVVJULSDQGó´PLQLPXPJODVVHGJHFOHDUDQFHV
& *OD]LQJLQDOXPLQXPGRRUVVKDOOKDYHó´PLQLPXPJODVVJULSDQGó´
minimum glass edge clearance.
D) All window and door glazing shall have continuous glazing rabbet and
glass retainer and resilient setting material.
5*''6+0&':
AC. T.-ACOUSTIC TILE
AFF-ABOVE FINISH FLOOR
ALT-ALTERNATE
ALUM-ALUMINUM
ANCH-ANCHOR
APPROX-APPROXIMATELY
ARCH-ARCHITECT/
ARCHITECTURAL
BR.CS.-BRICK COURSE
BLDG-BUILDING
BLK-BLOCK
B.M.-BENCH MARK
BM-BEAM
B.N.-BULL NOSE
BNT-BENT
BMT-BOTTOM
C.B-CATCH BASIN
CEM-CEMENT
CERT.T.-CERAMIC TILE
C.J-CONTROL JOINT
CLR.-CLEAR
CLG-CEILING
CMU-CONCRETE MASONRY
UNIT
COL-COLUMN
COMP.-COMPOSITION
CONC.-CONCRETE
CONSTR.-CONSTRUCTIO
CONT.-CONTINUOUS
CONTR.-CONTRACTOR
CTR.-CENTER
DET.-DETAIL
DF-DRINKING FOUNTAIN
DIA.-DIAMETER
DIM-DIMENSION
D.O. -DOOR OPENING
DS-DOWNSPOUT
DWG-DRAWING
EIFS-EXT. INSULATION &
FINISH SYSTEM
ZEL-ELEVATION (SEA LEVEL)
ELEC.-ELECTRICAL
ELEV.-ELEVATION
EXP-EXPANSION
E.J.-EXPANSION JOINT
EXT-EXTERIOR
F.D.-FLOOR DRAIN
F.E.-FIRE EXTINGUISHER
FIN-FINISH
FLR-FLOOR
FDN-FOUNDATION
FOM-FACE OF MASONRY
FPHB-FROST PROOF HOSE BIBB
FURR-FURRING
FVC-FIRE VALVE CABINET
GA.-GAUGE
GALV.-GALVANIZED
GEN-GENERAL
GRFC-GLASS FIBER REINFORCED
CONCRETE
GRFG-GLASS FIBER REINFORCED
GYPSUM-GLASS/GLAZING
G.S-GRAVEL STOP
GYP.BD.-GYPSUM BOARD
HDWE-HARDWARE-HOSE BIBB-
HOLLOW
METAL-HYDRANT
I.D.-INSIDE DIAMETER
INSUL-INSULATION
JT-JOINT
LAV-LAVATORY
LG.-LONG
LLH-LONG LEG HORIZONTAL
LLV-LONG LEG VERTICAL
L.P.-LOW POINT/LIGHT PANEL LT-
LIGHT
MAR-MARBLE
MAS-MASONRY
MAX-MAXIMUM
MECH.-MECHANICAL
MTL--METAL
MFR-MANZA
MH-MANHOLE
MIN.-MINIMUM
MISC.-MISCELLANEOUS
NIC-NOT IN CONTRACT
NO-NUMBER
O/A-OVERALL
O/C-ON CENTER
O.D.-OUTSIDE DIAMETER
OH-OVERHELD
O/O-OUT TO OUT
OPNG-OPENING
PC-PIECE
PL-PLATE
PLAS-PLASTER
PLBG-PLUMBING NUMBER
PLYWD-PLYWOOD
POL-POLISHED
PROJ-PROJECT
PTD-PAINTED
R-RADIUS
RAILG
R.D.-ROOF DRAIN
RE-INF.-REINFORCEMENT/
REINFORCED
REQD.-REQUIRED
RM-ROOM
R.O.-ROUGH OPENING
S-SNK
SHT.-SHEET
S.M.-SHEET METAL
SQ.-SQUARE
SPM.-SINGLE PLY
MEMBRANE
S.S-SLOP/SERVICE SINK
S.STL-STAINLESS STEEL
STD-STANDARD
STRUCT.-STRUCTURAL
SUPSP-SUSPENDED
T/-TOP OF
T.D.-TRENCH
TERR-TERRAZZO
TYP-TYPICAL
VCT-VINYL COMPOSITION
TILE
W.C.-WATER CLOSET
WD-WOOD
WF-WEIGHT
WWF-WELDED WIRE
FABRIC
#22.+%#$.'$7+.&+0)%1&'
8+%+0+6;/#2
SITE2019 CALIFORNIA BUILDING CODE
2019 CALIFORNIA ELECTRICAL CODE
2019 CALIFORNIA MECHANICAL CODE
2019 CALIFORNIA PLUMBING CODE
2019 CALIFORNIA RESIDENTIAL CODE
2019 CALIFORNIA ENERGY CODE
2019 CALIFORNIA GREEN BUILDING
STANDARDS CODE
2019 CITY OF ARCADIA AMENDMENTS
PROJECT ADDRESS: 870 MONTE VERDE DR.
ARCADIA, CA 91007
OWNER: YOUYANG LUO
APN: 5776013010
SITE AREA: 12,083 SF.
ZONING: R-0
CONSTRUCTION TYPE: V-B
EXISTING DWELLING: 3,336 SF.
EXISTING GARAGE : 496 SF.
EXISTING POOL CABANA
TO DEMOLITION : 240 SF
PROPOSED COVERED
PATIO: 250 SF
TOTAL AREA: 3,336 + 496 + 250
=4,082 SF.
HEIGHT OF BUILDING: 14'-6"
ARCHITECTURE DESIGN
MAPLE BUILDING CONSTRUCTION
1249 S DIAMOND BAR BLVD. #35
DIAMOND BAR, CA 91765
PHONE: 818-424 7403
FAX: 626-461 0573
8
DEMOLITION EXISTING POOL CABANA
PROPOSED COVERED PATIO ON
BACKYARD
PER INSPECTOR REQUIRE, (E) FENCE
NEED BUILD TO MAX. 6' HIGH ARCHITECTURAL
A -1 COVER SHEET/ SITE PLAN
A -2 FLOOR PLAN/ ROOF PLAN/
ELEVATION/ SECTION/ DETAIL
5%12'1(914-
7
6
COVER SHEET/ SITE PLAN1
)'0'4#.016'5 #$$4'8+#6+105
241,'%6#
4'('4'0%'5;/$1.5
9
5%#.' 065
* NO OAK ON THIS PROPERTY
1 %1057.6#065
2 3
4
5
241215'&5+6'2.#010 5%#.' Ä
8+'98+'9
9
- -
(4" CONC. SLAB W/ #4 @16" O.C. E.W
SATURATE THE SOIL 18" DEEP)
10'-0"3'-0"CONC. STEPS1'-2"
7"5'-0"7'-6"7'-6"5'-0"7'-3"12"W x 18" D W/ (2)#4
@ TOP & BOTT. TYP.6x6 WD. POSTW/ 'CB'6x6 WD. POSTW/ 'CB'6x6 WD. P
OST
W/ 'CB'6x6 WD. P
OST
W/ 'CB'6x6 WD. P
OST
W/ 'CB'4'-3"6x6 WD. P
OST
W/ 'CB'6x6 WD. P
OST
W/ 'CB'6x6 WD. P
OST
W/ 'CB'
2x8 R.R. @16" O.C.
2x8 R.R. @16" O.C.2x8 R.R. @16" O.C.2x8 R.R. @16" O.C.4x4 K.P.
4x4 K.P.
ROOF BM.
3-1/2"x11-7/8" PSL
ROOF BM.
3-1/2"x11-7/8" PSL
ROOF BM.
3-1/2"x11-7/8" PSL
6"x 6"4x10 D.F.11
- -
10
12
- -
13
- -
1/2" THK.
PLYWOOD
SHEATH'S STRUC.
I, INDEX 32/16 W/
10D @ 6", 6", 12"
O.C. BLOCKED,
SEE PLYWOOD
LAYOUT AT
DETAIL 14/A-2
TYP.
- -
6"x 6"
6"x 6"6"x 6"
6"x 6"
6"x 6"
6"x 6"6"x 6"7"7"7'-6"2'-10"CONC.
SLAB
12
4
12
4
CONC.
STEPS
FINISH
GRADE
CONC. ROOF TILE,
MATCH E. HOUSE1'-2"7'-6"2'-10"RIDGE
WD. POST/ TYP.
CONC.
SLAB
12
4
12
4
CONC.
STEPS
FINISH
GRADE
CONC. ROOF TILE,
MATCH E. HOUSE
- -
4:124:12
4:124:124:12 4:121'-6"RIDGEHIPH
I
P
H
I
P
HIP
8
- -
7
FINISH
GRADE
CONC.
STEPS
CONC.
SLAB 7'-6"1'-0"2'-3"12
4
12
4
ROOF BEAM
R.R
WD. POST
CONC.
FOOTING
NATURAL
SOIL
22 GA. GALV. EDGE
FLSHG. OVER 12"
STARTER STRIP
2X FASCIA
RAFTER, SEE STRUCT.
2X6 BLKG.
ROOF TILE OVER
UNDERLAYMENT AND
PLYWD. SHTHG. MATCH(E)
UNDERLAYMENT (SEE
GENERAL NOTES)
ROOF SHEATHING PER
FRAMING PLAN
B.N. OF PLYWOOD
SHEATHING TO BLOCK
12" MIN INVERTED CAP
SHEATHING @
TRANSITION
CONC. RIDGE TILE
CEMENT GROUT FILL
FRAMING MEMBERS
8"
M
I
N
.
L
A
P
2X NAILER CONTINUOUS
UNDERLAYMENT 0/2X
NAILER
ROOF SHEATHING PER
FRAMING PLAN
ROOF TILE OVER
UNDERLAYMENT AND
PLYWD. SHTHG. MATCH(E)
RAFTER, SEE STRUCT.
COLUMN BASE/ SIMPSON
STRONG-TIE G90
1" AIR W/ DRY PACK
18" MIN.2-#4 CONT. (T&B)NATURAL GRADE OR
COMPACTED FILL
#4 DOWEL @16" O.C.
3" CLR
CONC. SLAB REMAIN
#4 CONT.
CONT. FOOTING/ PER
PLAN
2-#4 CONT. (T&B)
18"
3
1
4
2
2
1 2x RAFTER, SEE PLAN
FOR SIZE & SPACING
2 4x WOOD BN. SEE PLAN
3 ROOF SHEATH'G, SEE PLAN
4 SIMPSON H2.5 @ EA. SIDE
3
1 5
1 BM., SEE PLAN
2 HIP BM., SEE PLAN
3 POST, SEE PLAN
4 SIMPSON "HW" SKEWED
5 SIMPSON ST12 EA. SIDE OF
POST TO BM.(E) CMU FENCE/ 4'-0"(N) WOOD FENCEMAX. 6'-0"2x4 PT
WOOD/ TYP.
#8x1-5/8"
COATED
EXTERIOR
SCREW/
TYP.
WOOD
FENCE
PICKET
*
GALVANIZED
STEEL LINE
FENCE POST/
@8' O.C
12G/ PIPE
GRIP TIE/
TYP.8" MINFINISH GRADE
(E) FOOTING
CONC.
ANCHORS/
TYP.
WOOD
FENCE
PICKET/
TYP.
CONC.
ANCHORS/
TYP.
*
GALVANIZED
STEEL LINE
FENCE POST/
@8' O.C
12G/ PIPE
GRIP TIE/
TYP.
(E) CMU WALL
(E) CMU
WALL
2x4 PT
WOOD/ TYP.
#8x1-5/8"
COATED
EXTERIOR
SCREW/
TYP.
SHEET NUMBERPROJECT LOCATION:PROPOSED RESIDENTS COVERED PATIOOFARCHITECTURAL DESIGN BY:A-CONTACT: SEAN JIDESIGNER:DATE: 02/02/2020ISSUED 01/10/2021
PROPOSED COVERED PATIO FL/ EL/ DET.2
7 8
10
9
11 12 13
EAVE DETAIL (SCALE: N.T.S)RIDGE DETAIL (SCALE: N.T.S)CONC. FOOTING DETAIL (SCALE: N.T.S)
ROOF RAFTER TO BEAM DETAIL (SCALE: N.T.S)BEAM TO POST (SCALE: N.T.S)CONNECTION DETAIL (SCALE: N.T.S)
14ROOF PLYWOOD DIAPHRAGM LAYOUT (SCALE: N.T.S)
CONNECTION DETAIL (SCALE: N.T.S)15FENCE WALL DETAIL (SCALE: N.T.S)
SECTION PLAN VIEW