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F
F
H
KUO'S
RESIDENCE
ADDITION
2431
FLORENCE
AVENUE
A
R C
A D
I A
CA
9 1
0 0 7
MINIMUM SIZE FOR SQUARE PIAT WASHERS
BOLT SIZE PLAT SIZE
3/4' 1/4' X 3" X 3-
7/8- 5/16" X 3' X 3'
1" 3/8' X 3-1/2" X 3-1/2'
99 m M1 nk threaded portion to be
Z ED-]0%lof shank holes
shank t° be some as a a
5. Plates. Sills. and Steepen: AiI foundation pates fir 'iia lid lassos on a concrete w
onry yaD, wM1i'M1 m anect c tact with earth and sibs hicn t an trete
onry fmman°na. eM1ml be t'= wos or foundation redwood, cu merk`el or branded by
a..:On
approved agency.
6. Columns dna Posts: In arae posed to water pian a exterior locations, wood
floor ad Mall bear pull be saw
°Eased plate sera pIo .tgs.tPleasstate twoill� hes 0 bow
the columoa aM1(d
foundation gade redwood w cedar may be or
directly on concrete. solid mosonry, °
or grouted masonry
7 Roof Shea 21nq: Pia cod ahmthng is to be continuous over two soma ane N to be
othdm I/z' Ihmk a M1aw aantl identitcatron index as repaired sort rafter Peon^ (unieea
wive specified on plana): d Small be structural and II, standard sheathing, and C -C
B. Floor Sheathing: P1,v. Vi combination b600r underorent sheathing continuous a two
p8py9pp;pans Mall 6e minimum 5/B' !Fick tm9ue-and-grow and nave a Don& identification
M1 rw d. m lana and shall be
qu'vetl for the flan mist snacng (unless t e dip a ))
an.Mayment 9r fie. C -C (slugged) a d all grades of sanded terior type alyeoad in group
uecies of 1, 2,°} where %aa mints Sporn 48' use I-1/6' !Fick tongue -groove 2-4-I
(evictor glue) plywood in group species of 1. 2, or 3.`
9, Attic Ventilation: Enclosed attic spaces and enclosed root rafters shall how crossventilation
far each s °. rate apace by smlilating Dani^9 grohdee against the entrance fThe net
free tllatin9 area Shall p not less than 1/150 .f the r I the space ventilated, except
that the r a be 1/300 provided al least 50 percent of of
required ntill area
provided by ventilators located in thpp or pportion ^f the pace to Ee ventilates 1 lat 3 feat
above a cornice vents withe h Pnc of therequired nlilali provided bl,usl ble
vents' `Mer dove r vents ore d i p ovrlpds ventilation f c b
ansa `spa what Wassi s shall not be located within ]'-o measured laterally am
side and
above indoor or d openings in the wall of the stay show. Provide insect screening odl
v`n is 3X members at the bottom sill plate and between dip nt panel dg a for all plywood
nepl_nuna whim have hear Itis greater than 300// per fool Aisa, require a
10. aSh ,fnllNXn of 1/2' edge distance per the Fe long to mash 3X members. (For earthquake
repair work, 2-2X members (Dined together may be used in -lieu of a 3X member.)
b, A special deputy is required far plywood shear wolls when the Smear exceed 300# per foot
0.AZINR 9
1/4' plate glass shall be a II conditions where the areaof Tile pexceeds
20 end ore feet, or s directed. Double glazing may be required per
Energy Requirements.
b. Shower antl tub enclosure to be min. 1/4' shatterproof safety glass.
Fenestration products ( eyl Oeld-lobricated) hove label with certified U-mlue.
certified Scor Heal Cain Ccellicient (SHBG), and Infiltration certification.
ENERGY:
a. Doors and windows Indexesconditioned and uncontlllimed spaces designed to limit leakage.
b. Exterior doors and windows wertheraMppea: all pints and penetrations caulked and aealso
a HVAC equipment, water healers. showeme°as and faucets wrrnea by the commission.
e. Setback thermostat on dl applicable heating and/ or coding system.
Storagee. q °
water heaters rated with a Enerpgo Factor less than 0.58 must be externally
wrapplew h insulation having a nihilist the resistance of R-12 or greater.
C (First 5 fretof pipes closest to water heater lank, non-adirculoling systems, insulated
R-4 or
9. Back-up tanks for solar system, unfired storage tanks. or other indirect hat water tanks M1aw
R-12 external insulation or R-16 combined inlanal/ external insulation.
h. All buried or exposed piping insulated In recirculating sections of hot water pyshems.
I coding .,tem piping below 55 aegreas forenheil insulated.
4 Prong Insulated between heating scarce and indirect hot water tank.
I CONSULTANTS I
CONCRETE 99 19
1, fl)I Aggregate Shelf comforts to A.ST.M. concrete unless otherwise noted an °C -33wwith ill be
provenlO Shan age character of
than 0.045 as per A.S.T.M. C-157.
2. Reinforcing Steel: ASTM A615, Grade 60. Lap bare 40 diameters (Dui not leas than 24")
of cornrs eand splicer
3. Co. for Reinforcing Bars: 3" where deposited against mrth, 2" where exposed to earth and
Ported in farms.
4, Welded Pgre Mean: ASM A195. 60.000 PS 6'306'. W-1.4 x Al 6 for all slabs unless
otherwise noted.
5_ shownpipes lum ducts,o Shun nail conduit. shall be placed n structural concrete unless Specifically
6. Drypack Small be 1: 3 cement send mix,
WOOD FI NI
L FramNg requorements s ch a illnu^ lel-in diogpnal braces, etcsM1oll be per m" ion m
Specification f the applicaDla code less 9reatw rS,uirdm.Vta areindicate E on plansTVSpecifications, q
2' vara sing llumber nerlllabenoted lOB there. grade marked by Will or W.C.u.B. as
a. Vertical Framing an
2e4 Standard .adds
2x"& larger No. 2 Gad,
4. & larer No.l Grade
b.Z wizanlal From ing p. 2 Grade
44 ler SAD No. 1 Grade
or larger Selected Structural
6x12 or mal Selected Structural
a Exterior and Bearing Sora Wan Requirements:
Maximum Al
Up to 10' Ne�ghh 2x4 0 16' o,d.
UD [a 14' Height 2x6 O 16" a.c.
4. Nanx Belle. Screws:
a Nailing shall be Indicated on plana and comply with the applicable Building Code.
Bdte sryall be re -tightened prior to covering up f the brio.
b. Festerne:
1. All connectors noted to be Simpson or equivalent.
2. Use NII ailing/balling at all c ton U N.O.
3. All nails to be Common nails. U,N.O.
4, All baits to be aria ASM-AM7
5, Bolt Holes: Max 1/16" larger than ball diameter.
6. All bol DDd to use squo a woMxa under head and not. Size of washer shall
be fie oris ws:w
SITE PLAN
41NERAL wW .
I. All work shall conficass to the minimum standards of the tutor! crested edition t the Building
Code and such other regulating agencies exerasng wtbority over any portion of th. wark.
2. fie C atm tar shell 'ly lid be esp... ble for all dlmmsims and c ditlona al tM1e its
a sh°II notify me mchReci of npypr in consistencies on me an o Say alac.es a b=iwwen
the actual conditions and lnformati shown on drawings before proce ding with the work.
3. All dimensions to take prmedenw over scale shown on slurs, sections and dalaill
4. Contractor Shall consult WI re ..cause of city gas' light, water, power. fine ohm=
companies concealing ovaries, facNihe., before c ending work or connect re /acAities.
5. All conditions noted ad existing w liown as xistings a based o the beat nfwmption
avalleble " IM1e lime o! preparation of lM1ese drawin rNo ora rantypls Cplietl to the
yof the items %=awd o existing. N is the emlracfor'a le r apanaiEeNy m bring
to `the` assilect's attention aimre dles Concerning Reld conditions, a man to
eeior°elO°awile "lion m me'f'ei ode to Sale conditions must be oral approved by isle Are hitect
6, pAApproval of this t of Plans d Specincatlms ern not authorize or apps ave any v+daLan.
a aewYm from applicable tllA ty, tale laws. vlma a struan . r
A.dnilxturul rtes e c plate ilhwt°Ne Architect's interpretation
It is the contractor's
wapmelDWily to bring to the Archlteel's attmlion cmcemag why ambiquily or Inconsistency
e plans or field conditions.
EARMy
1. Underyroana UtlrUs: me Contractor real verity the Horatian of all under ground utilities
poor to commencing tlemoilion, excavations, or grading. Disconnect and cap or prtect as
required.
2. Vfrify alof9teaeallq In<IUEio rive E;`w mepyang ant work.
and 1possafill
evs ys sFalldbe piroperlY
par sane q yar r yo^
grad tltM1` t1e[lwalx dmina away Iran the Duildinga a d lam proper y la the tlminaga devices
or to
3. All anchor bolts Shall be secured In place prior to placement of concrete.
FOUNDATIONS
1. Condition of the soil Shall be verified by the architect or the Cly Inspect« after trenching of
footinga.
2. Footing elevations shown an the plana are estimates Only and shall be wri0ed in the fiNd,
3. Excavations
adjacent to existing buildings walls Shall not extend below a gle of 45
degrees from the bottoms of the fo.Gle of these ad scent Structures, « lbs Can tractor Moll
pro.;ae adequate sharing for the exmva1ied,
4. NTm existing feelings,concrete slabs, pipe . utlllties, or her burietl items p m vetl,
ware en w selase or footings to be Iwated, all .%il g loose soil shell De removeed dna .e-
comp.ciea to a minimum of 905 of the optimum assail
5. Anchor battle Mall be 5/8" diameter X 12" with 9' minimum embedment, unless noted
d!h<rwise. MIT frenal and slab r poured ep rdway,allthe anchor bolts abe 5/8"
iameter X 15' with 9" mnimum embedment into the foundation.
SHEET INDEX
AO TITLE SHEET, SITE PLAN
& GENERAL NOTES
A31 FP AN®$/WIflD011ESl1LE
A4 ELEVATIONS
JUL 092018
Planning Services
(-.ity nf Arcadia
ZONE: R - 1
OCCUPANCY GROUP: R - 3
CONSTRUCTION: TYPE V -B . UNSPRINKLERED
LOT SIZE: 19,200 $0. FT
BUILDING USE: SINGLE FAMILY DWELLING
NO. OF STORY: 2
BUILDING FLOOR AREA:
(E) GROUND FLOOR AREA: 1,595 SO. FT.
(E) SECOND FLOOR AREA: 780 SO, FT.
TOTAL EXISTING AREA: 2,375 SO. FT,
PROPOSED ADDITION :
GROUND FLOOR AREA: 1,001 SO. FT.
SECOND FLOOR AREA: 192 SO. FT.
TOTAL ADDITION: 1,193 SO. FT.
GRAND TOTAL : 3,568 SO. FT.
EXIS1`G 2 -CAR GARAGE, 433 SQ, FT.
STORAGE: 331 SQ. FT
(N) PATIO 747 SO. FT,
(E) PORCH 136 S0. FT.
BUILDING HEIGHT: 22'-0"
LOT COVERAGE 5,023 S0. FT. / 19,200 SQ, FT.
=265
FAR, 4,332 50. FT. / 19,200 SO, FT.
=235
FRONT LANDSCAPE AREA:
HARDSCAPE AREA C1,j15, $Qs R.V EID
JUN 13 2018
r VICINITY MAP
REASONS
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SCAM1/16' 1'-0
JOB NO,
DRANK:
DATE: 6-12-18
SHEET
MATS]
WINDOW SCHEDULE I WINDOW TYPES
REVISIONS BY
WIN.
SYM.
TYPE
WINDOW SIZE
GLAZING
FRAME
DETAIL
HEIGHT
REMARKS
WIDTH
HEIGHT
MATERIAL
FINISH
1
1
4'-0"
4'-6"
CLEAR FLOAT
WOOD WNDOW
OHESTNUT
BAKE -ENAMEL
SWING
2'-2"
DOUBLE CASEMENT / DOUBLE GLAZED
6'-8"
A
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EXISTING DOOR TO REMAIN
SCALE:
LL
B
2
3'-0"
2'-0"
CLEAR FLOAT
CLAD
WOOD WA DOW
CHESTNUT NZ
BAKE -ENAMEL
SWING
4 -8.
SLIDING/ DOUBLE GLAZED
Q
J
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C
33'-0"
6'-8"
3'-6"
CLEAR FLOAT
UM. CLAD
WOOD WA DOW
CHESTNUT NZ
BAKE -ENAMEL
POCKET
3 -2.
CASEMENT / DOUBLE GLAZED
D
3
2'-0"
3'-6"
CLEAR FLOAT
WOOD VAUM. CLAD OW
BAKE-ENAMELCHESTNUT
3 -2.
CASEMENT / DOUBLE GLAZED
E
4
2'-0"
3'-6"
CLEAR FLOAT
WOOD WNDOW
CHESTNUT
BAKE -ENAMEL
POCKET
3 -2.
CASEMENT / DOUBLE GLAZED
F
5
3'-0"
5'-0"
CLEAR FLOAT
ALUM. CLAD vn DOW
WOODG
BA TNUT BRONZE
SLIDER
1 -8
DBL. HUNG/ DOUBLE GLAZED/ TEMP. GLASS
7
5
2'-6"
3'-6"
CLEAR FLOAT
WOOD Wn DOW
BAKE -ENAMEL
SWING
3 -2.
DOUBLE HUNG / DOUBLE GLAZED
H
5
3'-0"
4'-0"
CLEAR FLOAT
WOOD WNOW
DD
CHESTNUT NZ
BAKE -ENAMEL
BI -PASS
2'-8"
DOUBLE HUNG / DOUBLE GLAZED
R1
1
3'-0"
5'-0"
CLEAR FLOAT
CLAD
WOOD WA DOW
CHESTNUT NZ
BAKE -ENAMEL
SWING
REPLACEMENT/ DOUBLE CASEMENT
R2
1
4'-0"
4'-6"
CLEAR FLOAT
WOOD WNDOW
CHESTNUT
BAKE -ENAMEL NZ
SWING
REPLACEMENT/ DOUBLE CASEMENT
R3
5
2'-0"
4'-5"
CLEAR FLOAT
WOOD VAUM_ CLAD OW
BAKE -ENAMEL CHESTNUT NZ
REPLACEMENT/ DOUBLE HUNG
R4
6
1'-6"
4'-5
CLEAR FLOAT
WOOD WaNDOW
CHESTNUT NZ
BAKE -ENAMEL
REPLACEMENT/ CASEMENT
R5
7
2'-0"
4'-5"
CLEAR FLOAT
WOOD WNDOW
CHESTNUT
BAKE -ENAMEL NZ
REPLACEMENT/ FIXED WINDOW
R6
8
1'-6"
4'-5
CLEAR FLOAT
CLAD
WOOD WA DOW
CHESTNUT NZ
BAKE -ENAMEL
REPLACEMENT/ CASEMENT
R7
9
4'-0"
3'-0"
CLEAR FLOAT
WOOD WNDOW
CHESTNUT
BAKE -ENAMEL NZ
REPLACEMENT/ DOUBLE CASEMENT
R8
10
4'-0"
6'-0"
CLEAR FLOAT
CLAD
WOOD WA DOW
CHESTNUT NZ
BAKE -ENAMEL
REPLACEMENT/ DOUBLE CASEMENT
R9
10
4'-0"
6'-4"
CLEAR FLOAT
ALUM_ CLAD
WOOD WA DOW
CHESTNUT
BAKE -ENAMEL NZ
REPLACEMENT/ DOUBLE CASEMENT
R10
5
2'-6"
4'-5"
CLEAR FLOAT
ALUM_ CLAD
WOOD WA DOW
CHESTNUT
BAKE -ENAMEL NZ
REPLACEMENT/ DOUBLE HUNG
R11
11
1'-6"
2'-0"
CLEAR FLOAT
WOOD WNDOW
CHESTNUT
BAKE -ENAMEL NZ
REPLACEMENT/ FIXED WINDOW
R12
2
3'-0"
2'-0"
CLEAR FLOAT
WOOD WNDOW
CHESTNUT
BAKE -ENAMEL
REPLACEMENT/ SLIDER
R13
5
2'-0"
3'-0"
CLEAR FLOAT
WOOD WaNDOW
CHESTNUT
BAKE -ENAMEL NZ
REPLACEMENT/ DOUBLE HUNG
R14
5
3'-0"
2'-4"
CLEAR FLOAT
WOOD WaNDOW
ICHESTNUT
BAKE-ENAMELNZI
REPLACEMENT/ DOUBLE HUNG
DOOR SCHEDULE
DOOR
SYM•
DOOR
SIZE
DOOR
DOOR
FACE
DOOR
FINISH
FRAMING
OPERATION
DETAIL
REMARKS
WIDTHTYPE
0\
1
2'-8"
6'-8"
A
PAINT
HOLLOW CORE
SWING
4E
KEY LOCK
6'-8"
A
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SCALE:
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2
2'-4"
6'-8"
A
o
PAINT
HOLLOW CORE
SWING
PRIVACY LOCK
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2'-6"
6'-8"
B
PAINT
HOLLOW CORE
POCKET
DUMMY LOCK
4
2'-8"
6'-8"
A
PAINT
HOLLOW CORE
SWING
DUMMY LOCK
5
2'-8"
6'-8"
B
PAINT
HOLLOW CORE
POCKET
DUMMY LOCK
6
10'-0"
6'-8"
C
PRE-FINISH
IBER -GLASS
GLLASS CORE
SLIDER
SLIDING D00R(4 PANEL)/ KEY LOCK
7
2'-8"
6'-8"
D
STAIN
SOLID CORE
GLASS
SWING
FRENCH DOOR/ KEY LOCK
8
6'-0"
6'-8"
E
PAINT
BI -PASS
BI -PASS DOOR
9
2'-4"
6'-8"
A
PAINT
HOLLOW CORE
SWING
DUMMY LOCK
1E
3'-0"
6'-8"
STAIN
SOLID CORE
SWING
EXIST'G DOOR REPLACE W/ SIDELITE
2E
2'-8"
W-8"
A
EXISTING DOOR TO REMAIN
3E
2'-6"
6'-8"
A
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5E 1 2'-0" 1 6'-8" 1 A I I I I I I EXISTING DOOR TO REMAIN
iT24141IMI11HIL
5
9
WOOD TRIM
Ej I
2
3 4
WOOD TRIM WOOD TRIM
FIXED
6 7 8
10
WINDOW NOTES
1. ALL NEW 1GLAZING SHALL COMPLY WITH 'STANDARDS' OF THE
U.S. CONSUMER PRODUCT SAFETY COMMISSION. MANUFACTURER
TO SUPPLY CERTIFICATE OF COMPLIANCE TO OWNER.
2. ALL NEW WINDOW TO BE DUAL GLAZED
3. ALL WINDOWS TO BE MADE BY PELLA WINDOW
U -FACTOR = 0.35, SHGC = 0.30
4. THE NERC TEMPORARY LABEL DISPLAYED ON WINDOWS MUST REMAIN
ON THE UNIT UNTIL FINAL INSPECTION HAS BEEN COMPLETED
DOOR TYPES
D E
C
NEW 2' X 4' SKYLIGHT
TEMPERED LOW -e GL,
BY VELUX
1'
0'H'
NEW 2' X 2' SKYLIGHT
TEMPERED LOW -e GL/
BY VELUX
EXIST'G CLAY TILE ROO
TO REMAIN
(`I OV TII F_ QnnF- "nl�l�_pl��� c TILE" BY US TILE
'MUDA BLEND
ROOF PLAN
CLAY TILE ROOF
'EMAIN
EXIST'G CHIMNEY
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10
WINDOW NOTES
1. ALL NEW 1GLAZING SHALL COMPLY WITH 'STANDARDS' OF THE
U.S. CONSUMER PRODUCT SAFETY COMMISSION. MANUFACTURER
TO SUPPLY CERTIFICATE OF COMPLIANCE TO OWNER.
2. ALL NEW WINDOW TO BE DUAL GLAZED
3. ALL WINDOWS TO BE MADE BY PELLA WINDOW
U -FACTOR = 0.35, SHGC = 0.30
4. THE NERC TEMPORARY LABEL DISPLAYED ON WINDOWS MUST REMAIN
ON THE UNIT UNTIL FINAL INSPECTION HAS BEEN COMPLETED
DOOR TYPES
D E
C
NEW 2' X 4' SKYLIGHT
TEMPERED LOW -e GL,
BY VELUX
1'
0'H'
NEW 2' X 2' SKYLIGHT
TEMPERED LOW -e GL/
BY VELUX
EXIST'G CLAY TILE ROO
TO REMAIN
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'MUDA BLEND
ROOF PLAN
CLAY TILE ROOF
'EMAIN
EXIST'G CHIMNEY
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SCALE:
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JOB
NO.:
DATE: 6-12-18 1
SHEET:
EXISTING BUILDING
NORTH ELEVATION
NEW ADDITION
FINISH NOTE:
CLAY TILE ROOF "ONE-PIECE S TILE" BY US TILE
< > COLOR TO MATCH EXISTING: BERMUDA BLEND
<2 LA HABRA STUCCO, COLOR TO MATCH EXISTING: X-50 CRYSTAL WHITE
> SAND FINISH
<3 ALUM. CLADDED WOOD WINDOW BY JELD-WEN PREMIUM,
> COLOR: CHESTNUT BRONZE
< > 4 WOOD RAKE & FASCIA BOARD. COLOR TO MATCH EXISTING
"COFFEE ST -103" BY BEHR EXTERIOR WOOD STAIN PAINT
NEW ADDITION
SOUTH ELEVATION
EXISTING BUILDING
: CHESTNUT BRONZE
SIN PAINT
BY VELUX, COLOR: GRAY
EXISTING BUILDING
WEST ELEVATION
NEW ADDITION
EXISTING BUILDING
EAST ELEVATION
REVISIONS
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JOB NO.:
DRAWN:
DATE: 6-12-18
SHEET:
A4
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JOB NO.:
DRAWN:
DATE: 6-12-18
SHEET:
A4