HomeMy WebLinkAbout2753 Burlingview Drive - Plansf �
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AIA% HT. ABOVE A.T.O.C.: 131.60' IN I
+30'-�'..
T.O. Parapet: 130_32' � �
� +21-11° .. _ .. Awning overnong .
I24' mox
� T.O. Plale: 128.32' .. .
+19'-11' .. � ..
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T.O. Subfloor; 119.32' � � I
+10'-11
T.0 Plale: 118.32' .. f� ..
�- f I ❑
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_ � I
� To. Gara9e Plate: 71}.15' P ..
+4. 9.. �� I I� a
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F.F. EL.: 108.40� I I
� +o. o.. .. .. _I ..
� ,
� �o�o9e F�oa�: ,0<.,5�.
4. 3�.
.. Awn� q ovr�ho�q '
� PT. OF DEPART. EL.: 703.00' max
-5'-4"
AVG. TOP OF CURB: 101.60' �-
� _6•_y I
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Eqress Window - operoble
sosn secGon: cleor opening 5 4
sholl Oe 28'x 94" min.
sases sec ntlow - operable
h lion: clear I I
opening shall be 2q'x62"
m n., sill ot 6' moH. � � �
�
2753
�
coi�. sn<et metai I I
cap, painleC�
g� g� �Cast alum. oddress numbers mounted 34 I
i i to plaster wall. Numbers sholl contrast
Wilh ��eir backgraund, sholl Ce a�
' ol one-half in<h siroke by I
laurRincnes high. Provitle
n-Swit<hoble, loW voltage back light
to 'illuminale aadress numEers.
Elevation: Norfh (Front of House)
�
P� i � i I
MAX HT. PBOVE AT.O,C.: 131.60' �N I
� +30'-0`
T.O. ParoDel: 13032' .. � .. � ..
� +21-11° .. _ .. Awn�ng overhong .
Ip4' max
� T.O. Pla�e: 12832' .. .
+19�-1 i .. � ..
�
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�
w�'�
o °' e�f/
T.O. Subfloor: 119.32' ��� I
+10'-11"
T.O. Pble: 118.32' .. f� ..
Q +9'-11' f I
_ / ❑
� I
_ � I
To. Garage Plote: 113.15' P
� +4, 9� . .. I.
�
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F.F. El.: 108.40' I
� +O, O. . . .. _I .. I .
I
Garage F�oor: 104.15'
� _q'_3• '
Ayn�� n.o.nnqy •
� PT. OF DEPART. EL: 103.00'
-5'-4' . _
� AVG. TOP OF CURB: 101.60� �
_g'_g•
I
Egress Vfndow - oDerable9Q �
os� seCtion: cleor openin I
shall be 28'x 94" min.
sosess5e ndow - operable �
h tion: cleor GaW. sheet meta�
opening shall be 24'a62" I cop, palntetl-
min., sill al 6" max. � i i
2753
�
�Cast alum. atltlress num0ers moun�ed }2 I
lo plaster wall. Numbers sholl controsl
wilh thert backgroun0, shall be a
'' m ol one-holf inch stroke by I
lourRinches high. Provide
-swilchoble, loW voltage back liqh�
tonilluminote address numbers.
Elevation: North (Front of House)
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E�gresSW indow - op�eroble P�
sh lion: clea� pen�ng i al I
s�all Ce 2��x42" in., sill I
at 6' max. ul
� NI I MA% HT. ABOVE AT.O.C.: 131.60' �,
+3p•_p �
�I T:O. Paravet: 130.32'
-
..�..�.. +21'-11' �
T.O. Plate: 128.32' n
I 6.7 . t�
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IT.O. Subfloor: 119.32'
+10 -11
� T.O. (N) Pbte: 11832 �
I+9 17
I 7.0. (E) Piate: 176.48'
� +8 =1 -v-
� � 9.1 I
T.O. Caraqe Plate: 113.15' �
� .. . . +4._9.
•i , � �
I IPOIM OF DEPT. EL: 109.00 �,
�
' � F.F. EL.: 108.40' „
. .. .. _ . -v._
I � Garage Floor: 104J5 �
_q•_3^
8.1 �yP, Egress Wintlow - operoble I I
_ sosh sec��on: clea�open�na I
sholl �e�20 K48 ,� I� ���� qyG. TOP OF CURB: 101.60' �,
at 12" max. �
I I
PREVIOUS
1 /4,� - � �-0�.
Egress Window - operoble� P�
sasn sect�on: clear opening i e� I
sholl be 2D'K42" mi sll a I
ot 6' maK. �I
.. .. �. NI I MAX HT. ABOVE A1.O.C.: 131.60' n
�I-� " +3p'-p' �
T.O. ParoPet: 130.J2'
.. ..�..�.. ..- ♦21'-11•--d�
T.O. Piate: 128.32' n
. � .r� .. - +1��
I ` i
P p" \�l
A.I
9.1 \ �
I T.O. Sublloor: 119.32'
+10'-11'
�.. . T.O. (N) Plate: 718.32 �
I +9 11
T.O. �E) Plole: 116.48'
�- . . . � +8 1 �
\ � 9.1 I
� T.O. Garoqe Piate: 113.15'
+4'-9' �
� �
'� I IPOIM OF �EPT. EL 109.00 h
�•_7� �
" F.F. EL.: 108.40'�
_ . .. .. .. .. .. ..
0'-0"
_ � II Garage Floor: 104.15' �
� .. . .. 4 3 �_
I73 B.I �yp_ 5O95ess��Window - operoble � I
h ction: clear open�ingT
I shall be�20x48' mm., II � AVG. TOP OF CURB: 101.60' „
o� ,r ma i �
PROPOSED
1 /4.. - � �-0�.
' Elevation Notes
Keynole IegenE beloW conloins informo�ion re(erencetl throughoul
Documenis. Referenres ore organizetl by stantlartl CSI divisions and
ore Ilogged at Vafi0U9 IOCOli009 In the Documents 6y means oi the
fol�owtnq rymbol: I.0
All tlimensions grven take precetlence over scale. Con�rat�or Sholl not
cale drow�ngs ta determ�ne tl�mens�ons w�ihout consult�ng w�th the
Arch�txL Inrorrect G�mens�ons antl resNt�ng consVuclion defic�encies
tlue ta scai�ng ol Documents by tne Controctor ore the Cantroctor's
respansibiliry ontl requireG correclions will De performe0 at Ihe
Con�ra�tor's expense.
Critirol alignmenls may oc ur between ilems installed by di(ferenl
o-oaes. co�o-a�mr m ooie�ou :��n aem: a�a �ot�ry ane�tea o-oaes.
Sub-conlroclors shall review Documents onE itlenli(y oll such items
that affecl their Work in any woy.
Controclor shall review oll dimensions s�own herein lor a uraty prior
to construcl�on. Controctor s�on re � any apparenl G�screpanc�es.
O�mens�ons grven a e ta face o1 sWdWunless otherw�se noted.
VorlaU>ns tnc�utle:
FOC� Face of Concrete
FOM: Face of Mosonry
�: Centerline
FOF: Face of FiniSh
Refer Roof Plon for tr�m dela�l callouts. Refer Floor Plon lor odG�tionol
tletol references. Refer S�te Plan for grad�ng, dra�nage. Refer
founGation plans for slob heights.
New exlenor stucro shall be 3-caat, 7/8 in. n. th�ck witn(2) layers
of Grode D poper unaer stucco where occurs ver plywaad sheathing.
26 ga. galvonaed weep screed at foundat�on plale I�ne must be at
least 1' below lop of slob.
Scuppers, flue caps, melol ra�ling cops shall be fully soldered al all
;o���=.
AIl exterior Wood Siding shall be fully slo�neE antl finished per mfr.'s
spec82otlons.
Ezterior light fixtures and mechan�col penetrot�ons sholl be lully
caulkeG.
Exterior finishes shall be cleoned and/or replacetl regubrly Gy Owner.
Painl shall no[ be alloWed lo crack, peel or otherwise fail in any Way
wrthout immediote replacemenl.
Londscope irrigation sholl not be allowed to sproy on ony portion ol
strucWre.
Downspauts and splosh blocks shall be adjusted so thot no woter
splos�es an�o struc�ure.
Slope all finish graGes away fram siruc�ure al 29 For min. 18' to
swale.
Keynotes
[� Intlicales Egress Ylntlows lhat m t I�e requirements ol l�e
7073 Caffam�o Res�tlenc�ai Cotle (CRC) Sec. 310 inclutl�ng, but
nal limited �o the follawing�
1. M�n open�ng orea = 5.7 s.l.
2. Sill heighl no more thon 44 inches above the floor
3. M�n. open�ng he�ght = 24 �ncnes
4. Min. open�ng width = 20 inc�es
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Bvild'ng Submittak 17-71-1015
Q1 BWIdInB Ro-S�bmine6 02-11-7016
Wlntlow F1'I : 02-I 1-2(116
Exterior Elevations:
North
- A4.1
7428
AIAX HT. ABOVE A.T.O.C.: 131.60'
+3�p=p'-.. ..Z..-
,� T.O. Parapet: 130.32'
� +21-11° .. .. .. .
T.O. Plate: 128.32'
+1�.. .. .. ..-
„ T.O. Subtloor: 119.3Z'
� +10�-11' Z .. ..
- �T.O. Plate: 718.32' .. .. .. .. _
+9�_11•'
� T.O. Garaqe Plate: 113.15' _
+4'-9'
F.F, EL: 108.40'
� Q 0 .. .. .. .. -
n Garage Floor: 104.15'
� 4, 3, .. .. .. .. -
� AVG.^OP OF CURB: 101.60' �-
„ -6 -9
NAX HT. ABOVE AT.O.0 : 131.60'
� +30�-0' � ���-�-
�T.O. ParoPeL 170.}2'. .. .. .. _
+21-11'
T.O. Plote: 128.32'
t1� 9 -11, .. .. .. -
� 7.0. Sobfloor: 119.37
+10'-11' � Z .. "
_ �T.O. Plote: 118.32' .. .. .. .. _
+9'-11"
,� T.O. Garage Plate: 113.15'
� +4, 9. .. .. .' _
,� F.F. EL: 108.40'
� 0, O, .. .. ..
� Garoge Floor; 104.15' _
-4'-3'
AVG. TOP OF CURB: 101.60' �-
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MA% Hi. ABOVE A.T.O.C.: 131.60� „
+30�_a �
T.O. ParoPet: 130.32' �
. +21'-1�
T.O. Plate: 12832'
.. . +- 9�_��
T.O. Sublloar: 119.32' �
� +t�
_ T.O. N). Plate: 118.32' n
+�
To. Garaqe Plate: 11},�5'
+4'-9`�'�
F.F. El.: 100.40' �
�
Gorage Floor: 104.15' �,
.. 4 3 _�
AVG TOP OF CURB: 101.60' �
�
� PR�VIOUS �
1 /4,� - � ,-0"
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30VE AT.O.C.- 131.60' �
+3�
T.O. Porapel: 130.J2'
+21'-i�
T.O. Plate: 128.32'
+1y_11 �
T_0. Subfloor: 119.32' �,
+1�
.�N) Plale: 118.J7� �,
+�
Garoqe Plote: 113,15'��
+4•_9`
overhang 24'
F.f. EL: 108.40� �
_..�
Goroqe Fioor. I04.15' �
-4'-3'
:OP OF CURB: 107.60' �,
�
�
Elevation Notes
Neynote legend below contains inlormation referenced lhrougho�t
Do<umenls. References ore orgonaed by standard C51 dv�s�ons ontl
re(logged ot vario locafions in the Documenls by meons of the
follawing symbol: �,p
Aii O�mens�ons q�ven toke precetlence over scoie. Conlractor snau not
cole drowings to determine dimensions without consulting Wilh the
ArcnitecL Inrorrect eimensions ane resulting consUuction tleficiencies
due to scafng ol Documents by the ConUactor ore l�e Conlroctor's
respansibilily ontl reQuireC correclions Will be performetl ol ihe
Contraclar's ewpense.
Crit�cal al�gnments may oc ur belween items �nstolletl by d�fferent
tratles. Canlraclor to note�all sucn �tems and not'rfy aflectetl traCes.
S�b-contractors Shan revieW DOCuments an0 i0entify oll such items
that affect the�r work �n any way.
Coniraclor sholl review afl dimensions shown herein lor a racy p�ior
to canstructlon. Cantmctor shall revlew any opporeN dlscrepancles.
Dimensions given o e lo face of slutl unless olherwise no[etl.
Vorialions indudc r
FOC: Face of Concrele
FOM: Fa<e ol Alasonry
�: Centerfine
FOF: Foce of Finis�
Refer Roof Plon far lrim detoil collouts. Re1er Floor Plan for otldilional
detali references. Refer Site Plon for gmding, tlrolnage. Re(er
fountlation plans lor sloD heights.
NeW eKterior stucco sholl be 3-coat, 7�8 in min. lhick Wit�(2� loyers
of Gratle 0 paper untler sWcca where occurs over plywood shealh�ng.
26 ga. golvanized weep screed at foundation plote line musl be al
leost 1' below lop ol slab,
Scuppers, tlue wps, metal roilinq cops sholl be fully soltleretl at all
joints.
Ali exter�ar wood s�tl�ng shall be iWiy sta�ned and fn�shed per mfr.'s
specAications.
Exterior light fixtures ond mechanical penelrations shall he lully
caulked.
Exterior tinishes shall be cle�neE and�or reploced regularly by Owner.
Po�nt sholl no[ be allowed lo crock, peel or olherwise loil in any way
without immeEiate replocement.
Landscape irrigo�ion sholl not be ollowed to spray on ony porlion af
struc�ure.
Downspouls and splash blocks shall Ee atljustetl so lhal no Waler
splashes onto structure.
Slope all finish grodes away Irom sirucWre at 2� for min. 18� lo
swaie.
Keynotes
�
Intlicates Egress Wndows tnot meet tne requ�rements of the
2013 Californio Resitlenliol CoCe (CRC) Sec. 310 inUuGing, Gut
not limitetl lo lhe following:
1. M�n open�ng a = 5.7 s.f.
2. Sill height n re thon 44 inches above the floor
3. Mln. openinq neght = 24 mches
4. M�n. open�ng w�dth = 20 inches
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BWldng SubmiMok 12-11-7015
Q7 BWldlep Ra-S�bminok 07-11-1016
Wlntlow FYI :02-1 I-2016
Exterior Elevations:
East
A4.2
1428
I I I
� Elevation: East
I I I I I I
n Elevation: East P R O OS E D
�
1 /4.� - � .-0.�
MAX HT. ABOVE A.T.O.C.: 131.60'
+30 -0
T.O. Porapel: 130.32'
� +21-11` .. —
� T.O. Plote: 128.32'
+19�-11 �
� T.O. Su6floor: 119.32'
+10'-11'
� T.O. Pla�e: 119.32'.. ..
- +9'-11"
v T.O. (E� Plate: 116.48' ..
+8'-1
Egre
asl
apei
_� F.F. EL.: 108.40' _
0'-0"
� AVC. TOP OF CURB: 101.60'
_6•_g�
� MAX HT. A60VE AT.O.C.: 131.60'
+30'-0"
� T.O. Porapet: 730.32' _
+21-11°
� T.O. Plote: 128,32' _
+19'-11'
� 7.0. SubOoor. 119.32'
�' +10'-11" �
�T.O. Plate: 118.32�.. ..
+9'-11"
T.O� Pbte: 176.48'
� +B 1
Egr<
sasl
- opei
� F,F. EL: 108.40'
V �, p' .
AVG. TOP OF CURB: 101.fi0'
� _6._90
_..I .. .. ..�..
� Elevation: South
�
Q Eg�re s �ndoW - operoble �
d orsse tion: clear openinq
.I .. .. ..�.
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� Elevation: South
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PRtVIOUS
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PROPOSED
1 /4,� - � �-0,�
A�A7( HT. ABOVE AT.O.C.: 131.60'
'�� �}p-p' �
T.O. Porapet: 130.32'
.. . +21�-11' g
T.O. Piate: 128.32' „
+�
T.O. Sublloor: 119.32'
-..��� +10'-1�
T.O. (N) Plate: 118.32 �
♦9'-H'
F.i. EL.: 108.40' „
.�
AVG. TOP OF CURB: 101.60' e
_6'_g•
MA% HT. A60VE AT.O.C.: 131.60' �,
-- " �
T.O. Parapel: 130.32'
.. . +21�-11`��
T.O. Pmte: 12832' „
.. . +19'-1�
T.O. Sublioor: 119.37
_..��� +1- 0=11' �
7.0. (N) Piote: 118.32 „
+9 _ �
F.F. El.'_108.40� �
O.-O.
AVG. TOP 0( CURB: 101.60' �
_6•_g•
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Elevation Notes � � �.�
Keynole legend below contains inlormation referenred throughout Q U � s
Oocumenls. References are orgon�reE by sm�eare csi a���:ro�s and o. q m� �
re flagged at vorious lowlions in the Dotumenls by means ol lhe - E K
fallowing symbol: �,p o � c� „,
Wo a V ^� f
`ac�q ;#
All dimensions given lake precetlence o cole. Con�roclor shnll nol - m 3 ��� 6 P.
scale drawings lo de4rmine dimensionsVwithout c sulting wilh the
ArchitecL Inrorrect tlimensions ane resulting construction deliciencies �
due lo scoling o/ Documenls by the Coniraclor ore Ihe Con�roclors �
responsi0ility ontl requiretl correclions will be performed ot lhe
ConUoclar's expense.
Critical olignments may ac ur between items inslalleC by different �
trades. Coniractor to note�all sucn items antl notify affectetl traCes.
Sub-coMroctors shali review Oocumenls antl iGenti/y all such items
tnat affect their wolk in ony way.
Conlractor sholl re all dimensions shown herein for o racy priar y�
to construct�on. Contractor shali rev�ew any opparent d�screponc�es. m
D�mens�ons g�ven are to /ace of stud unless otherw�se noled. C
Voriations include: �
FOC: Face of Concrete F � m �
FOM: Face of Masanry �� m
E: Centerl�ne C � u t
m�c
FOF: Face of Finis� '� t o 0
�^c
Refer Roof Plan for trim deloil coilouts. Refer Floor Plon for odditianal � a C w
detafl references. Refer Slte Plon for gmtling, tlralnoge. Refer
fountlation plans �or slob heighls.
New exte�iar slucco sholl be 3-roat, 7/8 in n. thick wit�(2) layers
of Gratle 0 paper untler stucco where occurs over plywootl s�eathing.
26 ga. galvanized weep screed at foundat�on plate I�ne must be al
least 1' below top of slob.
Scuppers, ilue caps, metal ra�fng caDs shail be /ully soldered ot all
joints.
AIl exterior wootl sitling shall be fully stained onE finished per mfr.'s
specifications.
Exterior light t�xtures and mechon�cal penetrotians sholl be fully
caulked.
Exlerior tinishes shall be cleanetl nnd/or replocetl regularly Oy Owner.
Paint shall not be allowetl to c ack, peel or otherwise fail in any woy
withoul immeCiote replacemenl.
Landscape irrigotian shall nol be ollowed to sproy on any porl�on of
structure.
DOWnspouts antl 9plosh blocks shall be adjustetl so Ihat no Waler
sploshes onto s�ructu�e.
Slape all finish grodes away from struclure al 7R for m�n. 1B� to
swale.
Keynotes
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BuildFg SubmiMak 1 ]-11-]015
Q1 BWldliq Re-Subminok 0�-11-2016
Wintlow FYI : 01-I1-2016
[Ej Intl�cates Egress WnEaws thot meet the requ�rements of the
2013 Cafforn�o Res�tlent�al Cotle (CRC) Sec. 310 inciud�ng, Eul
no� limitetl lo the follawing:
1. M�n open�ng ar = 5.7 s.f.
i. Sill height n more ihan 44 inches obave the floor
3. Mln. openfng nefqnt = 24 Inches
4. Min. opening width = 20 Inches 6cterior Elevations:
South
A4.3
1428
� � � �
i I I I I I
Egress Ylndow - operoble
door secl�on: clear open�ng
�
Y
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MAX FR. ABOVE A.T.O.C:: 131,60' I
� +30'-0`� Z � � � � —
_�rap¢t: 130.32' .. ..
+21—it' � ���
� T.O. Plate: 178.32'
+19'-11'
il
I
� T.O. SuOfloar: 119.32' I
+10�-11 �.. .. .. .. —
i..
7.0. (N) Plate: 118.32'
_ � +9'—ll' .. .. . �.. .—
T.O. (E) Plate: 116:48' �
� +a, ,
�
A�nlnq ovemang 24'
max �--__— �-- —_—
To. Goraqe Plate: 113.15'
� +4, 9, . .. . . .. .. —
� F.F. E�.: 108.40�
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T . .. .. .. .. _
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� Garage Floor: 104.15' � 33 � �
-4'-3' .. . . �f�
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. ..�.. .. I. ..�.. .i—
AVG. TOP OF CURB: 101.60' i i
0_6 _9 � � � I
� Elevation: West
Y
�
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_ MAX HT. ABOVE AT.D.C:: 131.60' I
� +30'-0' Z . . .. —
T�.O. Porapet: 130.32' ..
+2i-i t" . � ..
0 T.O. Plote: 128.32' .. .. �
+19'-11'
I
_� T.O. Subtloor: 119.}y' I
+10'-11' �.. .. i..
� T.O. (N) Plate: 118.32' .. .. .. �
+s'-i i-
_ T.O. (E� Plate: 116.48' �
� v +8�_1
� To. Garage Plate: 113,15'
+4'-9�
� F.F. EL.: 108.40'
0'-0'
Garage Floor: 10a.15'
� _4�_3•
Awning overhang Y4' '
maK—� �--_-- �—_ --_
� AVG. TOP OF CURB: 101.60'
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Elevation: West
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T.O. Pampel 130.32` �
+21'-11
T.O. Plate: 128.32'
+19 —11 �
..�/ +10-11- "
T.O. (N) Plole: 118.32�_.
+9�-11
T.O. (E) Plote: 716.48'��
+8'-1`
T.O. Garope Plo�e: 11},�5�
+4 —9 �
F.f. E�.: 108.40'
O p �
—..�.. B.1 tYP.�.. �. .. Garage Floor. 104.15� �
_q'_3^
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�.. .. I.. ..�..
i i i AVG. TOP OF CURB: 701.60' �
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f'REVIOUS
��4,._ �,-0„
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MAX HT. ABOVE 0.T.O.C.: 131.60' �
. . �
T.O. ParaOel: 13032'
. +zt'-u�
T.O. Plote: 128.32' „
..— .. .. . .. . +19'-1j �
\
/ 5.1
9.1 T.O. S�bfloor: 119.32'
�
_ .. .. .. . .. +1�
T.O. (N) Plate: 118.}2
.. . . +e -„- �
T.O. (E) Plate: 116.48'
� " �g-7°��
F.F. EL.; 108.40' �,
. .. .. .. O��
I B.I �yP_ � � Goroqe Floor: 104.15'
I
'_i— _q•_3���
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i i AVG. TOP OF CURB: 101.60' �,
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PROPOSED
1 /4�. - � �-0�.
�
Elevation Notes
Keynole legend beloM mntains information referenced throughout
Documenls. References are orgon'r[ed by standord CSI drv�s�ons antl
re flagged at various bcations in fhe Documenls by means oi the
folloWing symbol: �,p
All dimensians g�ven take precedence ov scale. ConUactor s�all not
scole tlrow�ngs ta determine Gmens�ons w�ihaut cansvlting with lhe
ArchAect. �nwrrecl Oimens�ons and resu�l�ng construction de/inencies
due lo scoling ol Documents by Ue Conlractor are lhe Conlractor's
responsibility ona reQuireO carrectians will De per(ormea ot the
Controctor's e.pense.
Cr�t�col ofgnments may occur between Yems �nslolletl by d�fferent
tro0es. CoMroctor to note oli such �tems one not�fy oflecletl traaes.
Suh—contraclors shall review Documents ond itlent�ly oll such i[ems
lhal af�ect their Work in any Way.
Conlroclor shall review oll dimensions shown herein lor o urocy priar
to construcl�on. Controctor shon reJew any opporenl d�screponaes.
�imensions g�ven are to fore of sWd unlen otherw�se notetl.
vonoGons lncluee:
FOC: Foce of Concrete
FOM: Face of Masanry
�: ce�ie�c�e
FOF: Face ot F�nrsh
Refer Roof Plon for trim detoil collouts. Reler Floor Plon for odtl�tional
detail references. Refer Site Plcn for grad�ng, tlra�noge. Refer
faunCalion plans for slab heig�ts.
New exlerior stucw sholl be 3—cool, 7/B in n. tnick wiU(2) loyers
ol Grode D paper untler stucco w�ere occurs over plywood sheat�ing.
26 ga. galvon'[ea weep screed at /oundal;on plote I�ne must he at
least i' belaw top o( slob,
Scuppers, tlue caps, mefal rail'ing caps shall be fully solderetl ot all
joinls.
Ali exteriar wood s�d�ng sholl be fully sta�netl onE fin�shed per mfr.'s
sDecN¢otlons.
Ezlerior fight fxtures and mechan�col penetroUons shall he lully
Caulked.
Exleriar /inrshes shall be cleanetl ond�or replaced regularly by OWner.
Pain� shall not be allowetl to c ack, peel or otherwise tail in ony woy
wlhoul �mmed�ate replacemenLr
Lantlscape irrigalion sholl not be olloweE lo sproy on any portion oi
:o-�cw,e.
DoWnspouts and splash blocks shall be otljustetl so Iho� no Wo�er
splashes onto strucWre.
Slope oll finish grades away From structure at 2% for min. 18" to
swale. —
Keynotes
�E7 Intlicates Egress Wntlows lhal meet the requirements o� the
2013 Cal�larn�a Res�dentioi Code (CRC) Sec. S10 �nclutl�ng, but
not iimi�etl �o lhe fallawing�
1. Min opening orea = 5J s.1.
2. Sill heighl n more thon 44 inches above the floor
3. Min. opening heighl = 24 inches
4. Alin. apening widlh = 20 inches
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BWId'ng SubmMa! 11-11-I015
Q1 BWIdLp Re-SubmMa607-17-7076
WinCow FYI : 02-11-7D76
Exterior Elevations:
West
- A4.4
1428
Abbrevlations
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. ti�,a �,.�..�, �. �.�.R =� e.
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elol Sol`a�col
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rt Fe.ala��r• i.O.w. iw Oi waii k
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EnCI Encimure��
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^ FEOD
General Notes
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o mw�t sha e..:n ad n W.IW b Ne rNxi a- �:. m
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n^p •�n ba�9 v1ro'm. u � ru�a..mlm �m arm�m imU1 M. rin m e. m a e me.a
b�Pow<mNwe'm'e'•Vd o mw�e 41rm owim�a li. mi�mi.w d .
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Nw+� m a. a oa 4.d na m,... u. wn.1 �aeAYr. M ma.m �mm m.�ar r oer ofsz m�neu
kyl eeN'qm w M'dav am�w� iL+o+1. �aWak
.xWnYeen9'•P�+vtliRM.MJM1Nmlc h�1:ea�mYw�M�9'aMbkwiTw+trMl�vvdtl�euc^9P�
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Im1 mN. 6 d�dm J haW+k wb ve lrok #udv4 ^.Id+9 m1 ml iad b tlo w1NA . RvtrW fis Pomt fivn tl� vvrp 6mm. bn ta tl "9 rvoN
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v.a..'�dcatoifrM.a'.tM4iec.e..mnu�oi:eMa'va�ro.�au1^so� �.�y4•�...a4'h��+1o..ryir�o�.�V se�w.�w
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a w+ .. w.aa�ae.. nw,.�`:'n.w+.��ti.°"�++"a�,a'�.d°'ie.4m..a��`wuwa.�:
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mu ��� °^'^° ma xomvt p a mm�+ sa^Nmen�m� an�an.
a�.a. w��a n�=*.m.�n+e:'. o,e�'a, v� :�.'m��n a am �.em
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Legend
Iv (�—Go�, m,�„e.,
w�0.K �m»I
�/\�j�-- Snxi nN�meer�
`I Int
� Um�an ine�tolor
�
Sheetlndex
A,♦ �le.'orp.�o4��
(x) �uu xepm Wcii
(^'eC'oexoo�YleMe ..c Monl�FewnaBw m'w�'q'
��if
Addition and Alterations
Chan / Yuen Residence
Construction Hours
a�o'7` '°"''' "e'aie�.
unn1my
Su�uaa��nreu py o 6PN
M NdiEoysY 16W 110 6PY
... e�re o�e no.t'�ry Ho�ea �M�w��ew nx� �n ���ee�o
Project Direc
o,V„e,
8153�Bun �gre. Or�n�
Voice:9I650)�as ��1m�0�0
ArcM1i�ecl
w.�wr.,, (r
�0 960i�
roc���(65a) SC6169b 5�
2753 Burlingview Drive
Burlingame, California
�ope of Work
Vicinity Map
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General Notes, Index
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Keynotes
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A5.1
14Z8
LOT 4
FEB�R M'S B1]
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GRAPHIC SCALE
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LEGAL DESCRIPTION
ior 1, as vrow� uvar� m�r cxniax .r,w cxnnco •man Ha
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SURVEYOR'S STATEMENT
AP CQPFECRY REVR£SEN15 A iWOG4APNlC AH� 6WNOaRY
SURKY M,IpE BY ME QP UNDER MY DIRECIION AT IHE RE01IESi Of:
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� Existing East Elevation �e .ao„ �b:,, .� m,,;� „� �o .�,
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1 1� 1 1 1
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t0.' _ �Wo1�i�N�ountw Uqnt �.lun uo. 10 MMb, e' NF e��mwrwn�m�]fwfD�a
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----- `� '--------�---- � I II III III I� III II II I II� I�II I I II IIII y
- -__ II__-__-_ �e._i..
_________ __ ____' -__-__'-__�
- y li --f -� �,_ u w ui � y w il Liu u u ra; ae�m s,nnm- a;_� 9
-llr-ir�l�-1 ���r� �
il l I i III I �_ _i_ ��� � - ___ ca uan�, �n�m r�i� ,uar 9
II I I I I II I � II II I T—�-= _�� --T -�1 " p
II� I � III I o �� � �I II � 7 II � II
j iii i i ni i u ui i li ii �� ii
— —/— --���_��� � II II� � II �� i I�
� ____—____ -� .� rr r.r.c�:imar.,
II� I� II �� , � II — —�r
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�-- wma. lq e� a>.� ir�m (q m
e eroP c� a� ia _ - - - _ - _ _ � � -6. e '
\ 6cisting South Elevation
' v.••,�a
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n
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u Proposed South Elevation
— — —� — — _,'�' o -�-
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Elevation Notes ,
�rcupmnt�c x�fnirci��an ape��x �q nambe ci �enn�u��
opµ�tl ot wi>w KKvlwra'n pocumcnlv p^eo-s ot�IM � ��
Idb g M�M: �y _ _
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ro i�ai:mMe ai�a:w :n�.i �,.,wrtm; .im -
�'1 re�uw��: m u<ca�,a��� � u�v<�m� c
'wtiR�aM aa nw�M rnc�� �n e. w=�ma a q. -
en mi �b �'^ �w o a u•wyi��.� ���•.
Nn NM1.t �r..on �n a y:q,�w
�� e y�..��i4 <�oa er �ue unna eue�m. �m.eM1anw �
c;�� am.,r�A � c .
ror: r� a n� . m_ _
i� RY flan lo�ln Sblp eolim.. R.�e• Flao• Nan b eaeiuoroi ❑ e'.`
/auMclan pen •.v��lae ne9� p v�n} img�. Re e�
ait✓e�� �W:ro a��l Ea ]-«ol. I/6 In. �nry M�d �AM1(2) bNn
tro]c D c:por umcr vwxe .xx zzm c.n p�wm v^munv.
z�aa. ���am ...v ��:m m id�mu� va¢ oo� m..i e� a
- �: ��, ��. �� �;��, ww ��,�� � �.�, �ea« a ,��
.m. p. r�.m,��.ei�q a�e am .n�i e. roh o�m.a om r.:i,ee p..
.aww. �n�,.� o�e m�M,��e bMi�.e s.mi a wy
- �n/.. n� h �.
��k pvtl v� oi�er�e la . �y �y
w���.. ..��m ��� .a a ,��� „ o . , � �, o,
a.�aew a�e �qoe [b:e .nni a r o un �w .n.�
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sNqe oi �nivn qreEa a�q Fem abueurt m u �o� im. tE b
Keynotes
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Existing West Elevation
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O Proposed West Elevotion
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Elevation Notes
ryMc M.qmO Mcr cenln'm �n
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5cterior Elevofioru
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Project Data
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Site Notes
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Site Plon
A1.1
1428
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Planting Notes
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Site Plan �T�,e N
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Re�irue N
I/4 -1-0
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n Floor Plan Notes
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Demolifion Plan
14 B A2.1 d
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Floor Plan Notes:
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Floo�r Plan Notes
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a( No�fprmqv'v mrycrc.
CMkal olq.mnN mq aar Cel�ev- Ibma 'mLIN Ey 0'flem�
oiM lentlry a e cn i4erre
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Legend
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Keynotes
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Proposed Second
Fbor Plon
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Arborist Report
Green Poinf
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Id28
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SAH MI.TfO Cf1UNT'rWIiIE
Water Pollution
Prevention Program
Clean Water. He3lchy �ommum�a.
Construction Best Management Practices (BMPs)
Construction projects are required to implement the stonnwater best management practices (BMP) on this page, as
they apply to your project, all year long.
INalerials & Waste Rtanagemenl
a� �
Von�llrv�nlau� N�leriel�
] Be�u�aM emer sieclPilee ofsand din orWw eansVuciim moici �ul
��Ih mr�n ��hrn min i� fnic:aal or il"nM at�i�tic ficing us[d w'ithin
11tln�t
] Lisc �boi don i o�rmx� ¢clamred nnlcr for dusl :mfrol
IlnarAonsMxcrlale
7 Lihd all Imallous nialcrislx a�d IueorEnus o�osu �aek a
p:ukidzx Win s, Ilunce , wl�cnu. fuel. oJ. aM amifm•ttl in
� i.dmru i unl�..tv.: ad I.J,nI reyulo�wms.
] Apc luurtbu; ma�.`ii.�ls mid w�as�cs �� na�cr �icln comainus. uom
u� aP1aN�c v�uxqun caninm�ii. anA cn�cr iLcm at IM md �I"
-.� nkdm�mdmingw:Iv.-.n;bvorulvnninisfore�ns�.
� ramu �,:���or�a��t.: o�r�ua�� m,���a�a�. itR iM��.eo..
matenaL• avd M wrePol na ro nsc mert dian neassac. Uo eot
appl� cA.micda �iuidam ��Fr.�i rurn ir fmicur� u'iihi�i 2J hmin.
] Mon¢t (nr app�uo�nlc tLs�ttml ofall homrdous xnsG .
WnteM �
�c � �i a.�����mm��x���i.�.nu�.�mw.��or
p A 6i. d dunn6 ��ci.roatl�cr.
JChcl 1 d posnlcmm��ncrslrcqucml��forl[nitrvd�omatc
svclMareno�a�eRI1eC NanhoseGo��natlumpcuvaolhc
rov �ucl�on s�0..
] Clun nr ¢plxz qxtiNe Inilda. aW inspen IFcm fiev�i�tl. fni
Icals �d zpJls.
� m,� d-yi »n�.,b a�n�, �a.�. aR.�d= m;��w� �
�mta tl�m on hc.m clal puoh:a asphvli <omae. epgcyn< hme
.k�,...n.a.e.��n�.a mr�..�.�
� u:xs, oriwwa mna�: rrom cu�R. mw�. �a.mu. d�. �,a
d�� ���� m��a. �n�.�M�:..�.i�
Consl�uclion lNmnrea vn�l Yerimelrr
] Esrotlis6 and muuunin c(&cu�e puwelv convds md subJve all
mid cnir. m.ullicirnll7- um�ml cmaion md
sMin ml dislutgee Iran sile rmd imcAwg o0's�lc.
�s,.��yo� ��a� �ren�„��m6����m�ma�G..�a���.�
.cd�ii . �,IoPr.:�.Tilurth�Tlni::�inyNc�erli�enduxnvinsi�
w ckm up o-xkinq.
Equipment Ptanagement 8
Spill Control
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M�imcw�cc md ParkYi}
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.�nd� ..od:w�m,«,i wt�x am smn�.
❑ P.rf myarmaintmarcc.rpa�rjahcwM�sM1i�lc
aM >9uqnicm �.oshiup ulfsrtc.
O 11'mfua�lmy or �.�hi�lc mmmciwnc: muai bc Jun�
xiuLinabvmedamaa��n Gomsinind�aim
and r-cr a tlrip pen ordroP cloihs b�6 cronyl� io colla�
Owdc It�c�<Icardixposenfllwdca�luinrEnusx�e.de.
❑ If��cltie7rorcqnivmemclmnnymuslbvdoncansilc
clmv xiib n Wcr oN� �o a tenued arta �Aat x-ill nd
�nw a „ �s. si.Kis ao�
Jruies Ywlou... ._
LI Ib mi Jnn .eFi:lt or.�P^Pnm mui�c uamg swPx.
nlrenls. d.'•gra�rcrs. QAcan c4viwy aryiPncv�
SpiO Prt�ntion nnE C'oetml
u t:�v swu d� v�y w.e .o� �x�m �a
i��LL�i.,,-�rt � m .. - ��wi���.,
❑ Ins4 ��eh' I andeq �pn frty ��naod
�i�.� �u�. u a��m niw�:
N rtpo rs euJ
LI Clcanwy�ll- I A- 7 kl�mdduprocof
NowPmm �� propeh
LJ fM+nmhn¢«mnvM cs��A�rll�nd�M�espilltA.
tlsdn clsnupmc�hoda(eh.orlen�mmcnWx.,a�
liva. mllar mgc�_
❑ s.ro.�van��kae�.Nmmw,����m�v�,.nooa
in a was�� incm w n.� w���n nmcr. o� bin ihm�.
❑ ci���v,aih�ed�no�,b�a����,�m�w
pWe�l. Ji�pu �vng ufwMauimi d aril
U �R�H•'�6^if�raniµiill�iimnv'ulel. Vnuurcrc��uiml
m�n. �o rtport ell s�ynif aot rt.c� MhwmdoW
ruh. iiwlwlnip ail. Io�cpon a yull� 1 i Uie1 YI.
Gn��ocd cmcrgcnn� mpo�c mmbcr. �iCN1 �hc
'aOlTwufEmuu�enci£nittcWeminp
Ccn.r, � WIN» %S).]•Sii (�i Iqv�;�.
F,arthmovi�
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0 Schcdnlc amding aiid c��ra�a�ion x�ork
dming dn ��cmU��i.
U Sminlim ull dcnudcJ ar.m, iiuWl7 aed
inuun u:mpurup� crur�uo vu� Wla (,u�h
w[ml fabn< a bond.d 66cr
nolr�) uuW �apeuiirni i� esublinhed.
U R<mm'c rcistiny �v5ctxnon onlv Rhrn
xbrululcl� ntt.;s'un untl �J a� pl�n�l
�xg<b�iov for crmiw conmd on dqss
oi ��h:rc cortwuct� �s ool intmctialN�
n� d.
❑ Yre�'enl ud�menl fmm miQ a1m6 oll'aife
�a wo� :�o� dm� �do�. ��o�s.
J�4Fa�s. aM Jrunoyc wnrscr b� in�inlliny
a.d mainoining appropriarc B\]IY wth
u fbcr mlls. sil� Ic�cre. ecd:mco� hesiR�.
�rn� i Iie:F, bcmie cic
u t;xv �•..crm� ma � ���.�a u.�r� ��
w dump bucka m nlc, oot w thc slrzcic
C'aolunimtnl5oib
I] If a�ry al �Fc'nllm� ing urndii m� o¢
�.F rd �e. fnr m�l�ienmunn�nd
cOnlit� lh: RCP�y u'alcrQndin'
Cmwl Ftoard�.
- Unwutl wil widrtiom. dixdor�tiw.
«mm
- .46indened wde 'ynmA wJ.s.
- ,u,�ae d„on.
- ee�rctl harrels. Atbns, or ua!h.
Pavinp,/Ayphalt Work
❑ A.v�d p�inF vnJ fuJ ualw6 n� ��a
��cBlhcr a �hm rnin if for�rasl.lc
qc-m� mlvialw Wullw�c m.v curtvl
f wnmcliupstowxMcrm�aR
O Co�ar awm� dnin inl�u wW mmJiukv
n,cn aDOh ioeu'al coa�. �ack coe�. slum
x I. fop •xnl, nc.
u cata� �a �cc, ci� o. aw��w�o��•
�li.�rr..� �le�re�v �la.ui�e � .�I im �md.
Uo �Ol map m nesh it m�o µuocrs.
O D�nmuc�v�r�nx-aandm�nf sh
arplmlt cmkrcic pn.urnt
Sawcuni� 8 AryhahlGmcm� Avm�d
0 Pmlal imM' nomi Mm inlcb n�ha
- uniu¢. UroSt¢�f�ic.'tchbmiv
��i�ir�n�., �.yo.zi�e+mtap:w�.
uiN'Oics�oimd�ain.c.>k i.
U Shrncl, nbasm6. <r�scuom �a�.<m
slum Gd�o lm�nm�ca.soeo
�>a� ��ta ���«o����.a�
IAcrnJ f M1 wld � lwbicLe�u o
�oo�_�
Olf.ax J �.��In.uryLLhlu.i�.iluai
�upim �duld�
Concrete, Grouf & 111ortar
�lpplica6on
' �� .��::��1,
❑sml k.w�,��i.�a��o�m.a.,�,
Goin stom� �m: or nam��e�s, uW on
�vlk�� mNu c..�e� b �.�w:ci ihnn frm�
� rvnnlT and��ind
❑ timh om concrc� em�:pnxm/wc�s
ulfsac a� io e d'gmmd xuUwm
ac�. �.I�crt Ilx ouc�xill flnw inmo
ipD�Ln' n051t p�L end in 0 m.war
�I ui ��ill �m�rni lu^ch�ny in��� Ihe
niMcihing mil or omo mroundmy ucas.
Iei �ua'rc�e IuMen :ied �rs�wu of ex
5�8�
O K'Mnw�u6mMc.WoaedaPPrc¢x�c.
pc� ��asL nke froni cnlcnnR rtom:
�Luiw�Bla�'1 om inlcls urd �acuwn
ymr,2n�x,mu�.w o��oa�nm-.a,.o.
a� o��o , a:�� .oK w n� c�mxd
aM disµsed of properk.
I,andscaping ,
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'°r�1,�'�i�'(��.�,. .�'� T�,+
7 rrorcc� a�«tvilyd Iimd�ravmc mnwids
r,.�.,�a ��.� n.� e�b �n� �,a�.
nm. di ,.�ar-,�a_
U Sm3 b�,.d n�mc.id ov pnll:c nnd
under.ro� .
O Di�omemc applvatinn dun crMiNc
landxepc �mlerml x i�un 2 dm s bef ie a
I�racu�l min i�� rnl �a durmy xcl �r�ullar
St��rn� drain j���llutcrs il�av bc liable I��r fincs ��f�u�� t�� _�10.(?00 per d�����!
Painting & Paint Removal
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7 4�cr dwn b�u�hcs ur nw: pum�
a,�.. ��„R.g��
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J im��akr Leued pn'nu po � t brushes
.�m«.��i�* � m u � . �o.
���,uww�ia...a �am�.
J For oil�Ms.d yeu�u, peinl eu� Irruslics w
�M e.Irni pass�dc n�d cl.vn wJM1 Ihinncr
u zol� cm �u o p�vpz� conuinm FJ�cr md
�uihinnm�mdu�l��:nh fliryoxof
cessliP�bsesha �ous�u�c.
J Pninlchip�andduslfiomron�heiartlae
M s�MU�3 ���4 snnE blmline nu>' bc
ua�x up n culluo:d in pluwa Jn+p
clahn auJ Juwxd afaa uaeh.
7 C'M:.mical pam� shrypiny rcuduc and cAip.
mJ Ju�l fnmi nvniu �ni w �winu
w+�n�n� icad. mncmc10 nibomim�
bc diqw:M Mac hamedlwv usste.
4nd lwscd �vint r.ma�at rcw�Rs a emm-
�cni�cd<owo.wr.
Dewatering
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rw RGomd ' Icn�aperatinacmnyi
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�xri+ihlv .i W dcnokn �K Ji�u:lwye �n
Innds�� da�rro xmiilun m +.lf
d�ttl yu�glotMrwubnsc.crcdl�uur
i«.i ., ��„�, �nM ��� d��
o m.�n ��«. ,.�« w�� anv�� �wT
rroe, mi au�,�tm �a.
❑ W hcn �4 �a4nu4 �wuf) aiW obuui
appunl f�av Ihc loca mvnicip lip-
lmfnrc dimhmgins•.�r N a a�� gutl�r
m dnm. Fdtrw or di�:
�Iunu�FL n basu wil. m udiment bay
may 6e ttqemed.
O In mcas of 4oxv w rvapn�t�
a: m��uut dl ruiv Iwd ob�mv m
,.r,n:. n« ��,a...u� m��
h krlf.l. Pmpul ywnilnmu m:n nad
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CO�S�NC�IOft B¢51
Management Proctices
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Abbreviations Green Building Measures
A.B. Anchor Bolt f fG Pooting S.B. Solid Blocking Water Efficienq oid Conservotion
A.C. Asphalt Concrete FUT. Future S.C. Solid Core Plumbing (xtures (roter closets and urinals) Mill compty Mith Ue idloring:
ADJ. Adjustable S.O V. Shut Off Volve 7. The eHective Oush volume of all wa�er closets will not ecceed 1.28 gal/flush. 2013 C6C 4.703.1.1 Addition and Alterations
ALUM. Aluminum G.I. Galvanized Iron 5.5. Sewer System 2, The eflectrve flush rdume ot urinais vill rwt exceed Q5. gol�0ush. 2013 CGC 4.d03.12
ANCH. Anchor GA. Gouge SCH. Schedule �
APPROX. Approximately GALV. Galvanized SEC. Section The ftlings for faucets aiM shorerheads vill hme all required staMords listed on the plons; L5 GPY C h a n/ Y u e n R e s � d e n c e
ARCH. Architecturoi GL Gloss SHT. Sheet fa faucets and Z.0 GPM fw stwrers. 2013 CGC 4.JOJ.1.3 aM 4.303.1.4
ASPH. Asphalt GR. Grade SHTHG. Sheathing
SPEC. Specification Enhanced �umbility and Reduced YainlenaMe: Mnulor spaces oround ppes, eleciric cables, conduAs,
B.U. Built-Up H.B. Hose Bib SPL Splosh a ather openmgs in mle/6oHom piates al ederior valls rill he rodent-proofed 6y closing such
BD. Board H.C. Hollow Core STA. Station openinqs �ilh cemenl modar, cancrete masonry, or simihr method occeptoble lo enfo¢inq a�ry. 2753 B u rl i n g v i ew D ri ve
BLDG. Building H.M. Hollow Metol STD. Standard 2013 CGC 4.406.1
BLK. Block HR. Hour STRUC. Structurol
BM.G Beamng HT. Height SUSP. Suspended BuWnq Maintenunce aM Operation: M opero�ion and mainlenance manual rill be pronded Io Ue B u rl i n g a m e C a I i fo rn i a
bui�ng occuparrf or axner. 2013 CGC 4.410.1
BOT. Bottom I.D, Inside Diameter T.O.C. Top Of Concrete /
C. Conduit I.D.P. Intermed. Dist. Frame T.O.P. Top Of Pavement Flreploces: My gas freplaces vill be direct-verrt, swkd-wmbusta6k type. 2017 CGC 4.503.1
C.B. Cotch Basin I.E. Invert Elevotion T.O.S. Top Of Sidewalk
C.L Cast Iron INSUL. Insulotion T.O.W. Top Ot Wall Pollutant Contral
C.J. Construction Joint INT. Interior N Ihe 6me oi mugh insldlatlon, dunng storage on Ue consWction ste, and unLl fmal slodup of
INV. Invert the hniting, rmleig aM vmGN�on equipmerA, all duct aM other relafed air dslnb,Aion components
C.O.T.G U.O.N. Unless Otherwise pe, plostic, shee� metak, or other methods acep�able to the enforcing ogem.y
CAB. �lebqn Out To Grode �,H. Joist Hanger Noted will be cavered xi�h lo
a net to reduce the omowt of wala, d 1, or debris Ual muy enler the system. 2013 CCC 4.504.1
CEM Cement JAN. Janitor
CLG. Ceilin �� Joint W Waste
9 Pairrts aM coatings rill compt� rith VOC limits per CCC 4.504.22
CLO. Closei W.C. Water Closet
CLR. Clear �M. Laminate
LAV. Lavalory W/ With perawl puints aM caalings �ill meet lhe Producl-righled YIR limils fa ROC and other requireme�s.
COL Column LT. Light W�0 Without 2�13 CGC 4.5041.3
COMP. Composition WD. Wood
CONC. Concrete WP. Waterproof Documenlation rovided thal renfres mm lance vith VOC finish mater'als. 2013 CGC 4.5042.4
CONST. Construction MAX. Maximum y�, Weight P P�
CONT. Continuous M.D.F. Main �ist Frome Co t em imlaped in the huWn ntenor 11 meel lhe lesfin ard oduci r uirements found
MEMB. Membrone �� 9' 9 a eQ
— CORR. Corridor MFR. Manufocturer in Ihe 2013 Califoma Green Building Code. 2013 CGC 4.504.3
CTR. Center MIN. Minimum
CTSK. Countersink MIR. Mirror Whwe resi4enl Ooodng is inatolled, al leosl BOR of Ihe tloor area receiring revf r� flooririg �GI
CW Cold Water M.O. Masonry Opening comply riU the Coli�omio Green Building Code requiremmis. 2013 CGC 4.504.4 '
D.S. Downs out MTD. Mounted
P MTL. Metal HmdMood pl�wood, parlicleboard, oM medium density @erboard composite vood products used m
D.S.P. Dry Standpipe the intenw ond ederia of the buildi�g will comply with the IoM fomwldehyde em'ission standards.
DBL Double MUL. Mullion
Z017 CGC 4.504.5
DEPT. Department �
DET. Detail N North Intena Moisture ConUol: Bldg. matenals wiU the visible sqr¢ of votx damaqe riN nol 6e installed.
DW. Diometer N.LC. Not In Contract Wall oid Floor fmming will not be enclosed when Ihe (mming mem6ers exceed 19S moislure conient.
DIM. Dimension NOM. Nominol Moalure content nu be verifM prior �o Gnish rtw�enal being applied. 201) CGC 4.505.3
�N. Down N.T.S. Not To Scale
DWG. Drawing Indoor Air Quality and Bchausl
O.C. On Center Exhaust lans Uat are ENERGY Stor-campliont, ducted, oid thal terminate oufside the building �i� be
EF. Exhaust Fan O.H. Overhang providN in every bNhroan. 2013 CGC 4.506.1
E.J. Expansion Joint OPG. Opening
E.R Electrical Panel OPP. Opposite llnless functiwing as a component of o whole-house ventilNion syslem, tans must be con6olled by
EA. Each a humid'alaL 2013 CGC 4.SO6.i
ELEC. Electricol P.LAM. Plastic Laminate
ELtV. Elevotion PL Plate Envimnmental CamfM
EMER. Emergency PLAS. Ploster The healNg und airconditianing system has been size9, desqned, and hwe their eauipment selected
EN. End Nailing PLWD. Plywood usirg the folbMing melhads:
ENCI. Enclosure PR. Pair 1. Heat Loss/Heat Cain values in accordance with ANSI/ACCA Z Manuol J-2W4 a equal;
EQ. Equal PTDF Pressure Treated 2. Duct sys{ems are saed acc�ng to PNSI/ACCA 1, Monuol D-2009 a equivalenl
EOUIP. Equipment Douglas Fir 7. Seled heating aM coofiig equipment in accordance �ith PN51/ACG 3, Nanud 5-2004 or
F.A. Fire Alorm R.O. Rough Opening
equ"rvaleM. 2013 CGC 4.507
F.D. Floor Droin R.W.L Rain Woter Leader Inslaller Speciol I2specla Ouafdrco�ian: MAC system ins�allers Mill be trained and cer4f�eC in the
F.E. Fire Extinguisher REF. Refer To: pmper installulian of HVAC systems and equipment by a recagnizetl training/certificaliw progmm.
F.R Fireproof REINF. Reinforced 2�13 CGC 102.1
FON. Foundation REQD Required
FIN. Finish RESIL. Resilient Venficotion: (1 ues�, verifirntbn o( com wr¢e ri�h th¢ code m nclude consWctian
F.O.C. Face Of Conc RM. Room �� � °r �
F.QE Foce Of Finish RWD. Redwood documenLs, plons, specifcaEois, 6uilder, or Installer cer�fico!'wn, inspeclion reporfs, or other methods
F.O.S. Face Of Stud acceptable to lhe Buiking �rvision Ihal vill shov substantial confomwnce �iN the 20U Code
FRMG. Froming requ'vementr. 2017 CGC 703.1
General Notes Legend Sheet Index Construction Hours Scope of Work
These �mwings and their conlent are and shnll remain the pmpedy of �reling Tertones The ConUa�r shall iMlude ond implement all pertirrenl reqwremenls ot this project as rel forth in
Wdtilecture vhelher the projecl fot vhich they vere prepored is executed or naL They are wl to ony corditions of opproval ottoched la Ihe pmject hy goveming rigencices, ihese wndiEora slwll � Grid Num6er Arehkeetural No person sholl erecl (including excavation and grading), demolish, olter, • Additian and alteration of existing residence
be used by o�ry person other tlwn the Orner a fa any olher pmject or ex{enson ta fhis proja� Gxame a paA af the ConUal Documents. � A0.0 Directory, Vcinity Mop, Abbreviotions or repair any building or structure other thon belween the following hours
�cept by ogaemeM in wn�ing with the Nchitect. � Door Number General Notes, Index eacept in the cose of urgent necess�ty in the interest of public health
and safety, and then only with prior written approval from the Building
Ste Fxamira�ion �� Keynote Al.l Site Plon Oflicial, which approval shall 6e granted for a period not to exceed three
The Wchltect expressly reserves his common hn cop}rght and oUer property rghts reloling lo The ConUata sMll �horouahly e¢omirre Ihe sile aid sotisfy himseH ns lo Ihe caridd'Aions under rhich da s. Holida s are the first da of Januo the lhird Monda oi Janua
�hese �roxings and their cantenL These Drorings are rrot to be reproduced, altered or othenise the Work is lo be perfortned. The Con�mcbr shou venfy at �he sde all meawrements and canditions Detall Y Y Y 7- Y 'Y.
A2.ld Demolition Floor Plans the third Monday of February, the last Monday of Moy, the fourih doy of
mod�ed in un mann r wh
y e atsoe.er excepf 6y !he kchitect. These Drawings and Neir contml moy offec6ng his woM oM sholl be responsi6le far same unless brought to �he uttenGon of the Owner SHT Sheet Number
not be ossgned to a third party without �ntten coreeM af Ihe lvdtilttt. In the evenl oi a his agent prior to pro�eeding witn fhe Work A2.1 Proposed First Roar Plon July, the first Monday of September, the second Monday of October, the _ �
unauThaized use of these Drurings by a third party, the �hird party shall hold ha�mless md SHT Section P,2.2 Proposed $econd Floor Plan - eleventh day of November, the fourth Thursdoy in November and 1he _
� ..
indemnify the kchitect. amension ConGol Sheet Number A2.3 Area Calculations twwty-fifth day of December. If the first day of January, lhe fourlh day
of July, lhe eleventh doy af November, or the twenty fifth doy of � ���
R 5 lhe responsdlity af lhe ConUoclor to check and venly all conditiom, dimensiore, lines ond Interior Elevation December talls u on a Sunda the followin Monda 's a holida i� �; � --
These �rawi�s are an irishumenl of urnces pu(ortned by Ihe kchitect for tlre benefd ot �he IeveLs alignrtimts indKaltd; proper fit oM allachmenl ol all parts is required. Should thce be any � A3.1 Roof Plan P Y� 9 Y Y� r' � ��
Oener. lliey ore iMended fa use in a ncgo6aled conshucfian confmd und, Iherefore, may not diHerences betxeen the Documenls ord Ihe actwl canditions, Ue ConUaclor shall na61y Ihe ONner SHT Sheet Numher �
detail or speciFj all molenals, manufoclurers or assembli:s. De�a'Js, assemblies and producs a his agent in writing la clarifimtpn ond/or adjushnenL In IYre event ol taiWre to do m, the A4.1 Exterior �ie:ations Canstruction hours per the City of Burlingame Municipal Code 17.07.110
commony kno�n to he industry standord (« any g"rvai Uude may rat be fWy detoiled a Controdw siwtl be responsiNe for carecliom required or su6sequent cfwiges acurriig as a resutt 0.00' A42 Exterior Elevations
speci(red. V,7iere necessary, fhe Contmcla slwll provide wmples, dota, protlud IitemWre as of Uese diHerer¢es. � Elevatian Indicator A4.3 Exterior Elevations Nonday through Priday: 7AM to 7PM
required �o assist the Owner m the Ornx9 agent in moking selecfions. For ihe puryose o( A4.4 Exterior Elevations Saturdays: 9AM to 6PM
edima6 fems not ful detaied the Conhodor shall Sundays and Holldays: 10AM to 6PM �
ng i Fj provide an olbMonce amount and so Note lo Suhcaitralas: Laatian of mony i�ems w assemblies is aifical fa aiignment ol other qg,� Building Section � �
condiion such estima . '
tes The Oe'ner aiM/or Cqntmcta shall submit �o the pchifecl, in vrifing, assem6lies �hich mv/ be imialled by oUer trades and which rtwy nol be inslalled al ihe Gme of Construction hours in the City Pu61ic right-of-way are limited to - ,;. L ry� _
arry requesls for modifcalions to the plans or spedfications by meaw of shop dmwings, samples installatlon af your wark. NI Sub-contmctors shall review the rtwnner In which their wod (rts, aligns 0 (N) Full Heighl Wall weekdays and norCity Holidoys between 8:00 AM ond 5:00 PM. �� �"-�- =�^ � il y"r ��„<�
or a�her meons w oppmprioie. Shop dmvings ihot ore su6miRcd to the kchilect for renew do a cames into contacl with vo�k aF olher �ndcs, ihe ConUa{or and each Sub-rnnGacta stall
rrot consfitNe in wnung' unless it a Mought to lhe altenlan af Ne Nchilect Uql specifk �ev all Ibcumenls wd nJI be resporrsible lor inlamalion coniained at a�j locaiion eiUin Ue 0 (N) Concrete Wall CIvY -`�
changes are being suggestM. IMcumentr uhich pedoins to their work Defciencies resulling frmn failure to do sn wll 6e removed 1 Topogrsphic and Boundary Survey
and corrxted at Contmctors expense. Object to be Demolished '� I � � j i;
No guaranlee For quolity of conaWction is Implied a intended by liiese �ocumenls. The A��� �� - c,i � �� i �'
Contractor shall assume full responsibBiry la any construcuan de(Kiencies. NI dimmsions and coMitions sholl be checked and ve�ed, hoth in lhe Dauments ard on Ue job, Line af ob�ect above AR LO Arborist Report
by each Sub-conlradoi be(ore ihey pmceed wit� their Work. My errors, omissions, Sscrepancies or �
ihe O�ner ar�d CanUoctor slwll twld hortnless, iMemnily and de�end the Prchi�ect from wy octqn deficiencies sholl be 6rough� to the atlenlion of the Generol Controcta prior lo proc�ng wi�h �he Landseape
Work The Contrator sholl no6 Ue Oxrrer in vnGro (or resolutioa Fence Line
inifiated 6y (he Ini6ol Dxner, or ony subsequent oxner, for construcfion deficiexies, modifkolions, �Y � � � � L1.1 Londscape Plan .. .- J `I^ '� .
subsfituGons maintrnonce ar any such mr�d�on which is beyand lhe canUol of Ihe ArchitecL L12 Irrigation Plan ��� -��� �-
Commerrcemenl of wa�k 6y oiry Sub-conlmctor sholl indicate a kiroMedge ard acceptonce of oll ---- Centerline , �;'r� �
_ NI Contrat Docurtcents deunbed in the Cmistruclion ConUad shall 6e corrsidered one documenl condAions drscn6ed in the Oocuments a eMisling an site rhich could oHn-t Meir work. Green Polnf �� '�' �' �� �' � �
aM ore interided lo he used as orre daument. Controctor and all w6-conUators sholl rwie� all GPl Green Point Rating
dacumenls prior l0 6idding. Sub-conUaclors ore responsi�e �ar any informution peRoining to Ueir N� dimensions take precedenl over scale. Where dimensians are nol entirefy clenr the Conlrac(ar shall Projeet Direetory Vieinity Map
•wk no mattx �here il may occur in these Documents notify Ihe Nchilect and requut clo�catian. Bett Manapemenf Praeliee�
Il is the intent ol these Documents to D��de for 1Ge construdmn of a mosMe praaf encloswe ERI.I BMP sheel �t
of intenar spoce. 0 lhe O�mer, Cantmctor ar any Su�contmctors become arare of arry �R�1�1NG5 SHU.L NOr BE SCAIf�. �W�tB! �
aaem6ly w condition, ei�her shovn in Ihe Dravings or consWcted on-site, ehich daes nol, in Nelyhborhood Pholos ANIn Chan / Jaequellne Yuan z�de Ot �y\
t} koisWre Pmtec(ion Durin Conslruc6on
\\
�
hei opinim, wtis(y this intrnL it is lheir responsiMlity to no�lfy Ihe kchitecf Mithin o reosonaNe 9 PHl Photo; of Neighborhood N� a
amount of lime so Mal the conddlon or osxmbly con 6e reviewe4 ond, 8 necessory, Sfrould any speciol situotions a climo6c coiditions aar dunng construc6on the Owner, CanUaclor 2753 Burlingview �rive c�
mad�cotions wn be made �o the Dacuments ar to fhe Wark wilhoul impocting the progress of and Sub-roMractors slwll w nolice and implema�l any meawres required to assure Ue prolection Burlingome, Califomio 94010 �
�he Work. of molerials and assemblies. Voice: (650) 863-1307 G°e
The ConUata sholl take all necessory measures to pmted ne� or exisling co�Uucl'an wd
NI infamulion pedaining to Ihe sAe sMll 6e, and sholl rertwin, Ihe Owners responsibdi{y. This motenols fmm damage due to weathrr a any other adrerse c�6ons. AfChrfBCt
infomwfwn sholl indude legol descriplion, deed restnc{ions, easements, site survey, lapogrophic
survey, IocMion of evisGng improvements, w1s repat, aM all reWted Eata. My hiddm mMitions �hat require woh to be performed beywd �he scope of the huildng permit Dremng Tertones Arehlteeture Ine. S�m
. i sued for these plans may require iudher City oppravah incl�ng reaiew by Ihe Planning Richard M. ienones. Architect m�� Or
Cade Complance Cammission 1103 Juanita Avenue
O�
NI �ak slwll canpy vilh appkaNe codes ond bode sla�dards Includ�r.g bul rrol limited ta IM Burlingame, Colifornia 94010 Q�. \��J�e ��a
latest Wopted ediGon of the fdlowing: No existing tree over 48 Inches in ciramference at 54 �mches tmm base ot Uee mry he removeA Voice: (650) 696-1200 oc 0°� Vista ���
nlhout a Prolected Tree Permi� fram Ihe PaMs �ivision Fox: (650) 343-9685 po°�
'yo
1 Cnf omio Buldirq Codes, 2013 Rgidential Bu�tling Code rhere applicable), 2013 Cofiiomia �, re ydiq mitanes, debns bo.w a dumpslers far the construdian projecl shoN be plamd upan the .r4' o�,o�,o
llecnanical Code, 2013 California FJectrial Code, 2013 Califomia Plum6ing Code, induding all p�te properly. il feoshle, os tlelemuned 6y Ihe Cammunity Devdopmrnl Diredor P O
amendments as abpted in Ordinance 1989, and 2013 CalBomio Ener� Effwienry Standards (Ltle
24). i�ludng Cod RooS requirements. Tm poject shdl compy �itli the CanstnxGon and Ikmoirtim Debris Aayc5ng Ordrcnce which reqwes a
affected demofinn, new mxWc6an and dterolion projeds lo subriit n Woste ReductiWn plan oM meet p�
ConU�dor ahall submit reryding and wasle reducGon form, and it must be approucd prror lo rerycting requirements; ony paliol or full demditian of a sWcWr& �M� a eNerior, shatl requ'ee a O �r��
issuarice of buildirg pemiit derrwlition pnmil J` �c
o< �r
NI epplirn6le state ond local cades, ordirw�es, legislaiion, as adop�ed by the City of Pro� N xhMJ�iq the trmung insptt;tion Yhe prqecl achilxt a revdmful devqn, a onoiher orcnited a �
Burfim�ume ut time of permit appliw6on. residential design pofes ia-wl, slwll pravide an arcNte tiud ce�ifimtim Ihol Ihe mchihdurol det k shovn in FF Pro eci Lxallon
the �praM Eevgn Ynich shald be e�riGad at Iramug, such os rindm lacaliws ontl 6oys, are huR ns ?�
`'J 2753 Budingview Dnve
If is the Contractors responsihilily ta ident�fy ond fomi� n:e himself wtlh arteni cades ond �'�'^ � Ue apprwed pkre; amSlxWral certifcation documanGrq framrg canpfaMe ri�h appmed dasign
ordinances including local vanalions on national or regiorwl codes Requ�remenls o( adopted codes �ol be su6miNed to Ne Build'ing pvision before Ihe fmlframiig 'msptttan shdl 6e schduled `
`O �
A P O g���e�^U
slwll wpersede ony confl'rcting requirements delirred in ihese DocumenL. When a conflid is pr;a �o fnd �rg�tnn, Fmn;ry IX�s�on staff �il iirspct and note canpFairce ol the ardrtectuml eet 1s
suspected the ConUador shall so aMise (he Archilecl in Mnliiq rilhin n reosprobie �ime so ftwt (p� �p�enols, rinAo. type, Nc,) to rerily tlpl Ihe projex! Iws been Wat accadng to Ue oppruxd
the conflicl, if i[ ex'str, can be rrsolved ritMut impacting the pragress o} the WarM. Runni�q and BuJding vlons.
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Planning wbmittol: 19 December 2014
Plamhg re-wbninral: 09 Merdi 2015
Planning cwnmisslon sNdy: 15 Moy 2015
Planning commlsslon re-sNdy� 22 lune 2015
Plamirg ro-submittol: 31 luly 2015
Project Data, Vicinity Map
General Notes, Index
A0.0
1428
0
EL: 7 00.00"
c
r r
Adjacent Residence
(E) Wood planter boM to
rema n
Window localion of
ad�acent ne�ghbor � �
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i a a
\ t_____--------1 I i '. Remove (E) Hot Tu ��� .� v.
i and enclosure . �
i a°
P.A P.A
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��� � i (E) Fence to%remain
-� __J
� Properry Line 80.13' � � �
. Side75etback (E) 6" Plum Trees to Side Setback EL
� �p, Z, remmn. PROTECT ���_�. rol
� �URWG CONSIRUCTION
Proposed Side Setback refer to AR1.1 roposed Side Set6ac
City of Hillsborough City Limit line
Site Pfan
. �
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(E) Electrical meter
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'remoia PROTECT
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Burlinc,�view Drive
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4
� - TA (E) ridge . I �� �'J I ^
' ___ _ ___ _______ _;" '' . : O I w
� r, r, EL. 107 8' / v
� ��U � �-1 (N) Concrete pat'o I��� '' � I P A
_________--- � i i
[� 0 00 0 0� 00 ---- ---------- � � �
: �;
\ - -Remove (E) wncrete � I
patio. Reploce with (N) 1 -.
(N) 2nd floor area � — — — — I
I T�� hotched --- � �
I {
� � I �' Footprint of 1 st floor �i I � ._
—_ ir
�" � Foatprint of (E) building- -�
� _._. �� �________ ____ �,
i!r__, i _______ ___„" _ \
.., Remove (E) concrete �,� i�__� i �
retaining wall \� , .
\� � Level (E) gra� �.. �\\
\�//^\ \' \ ..� (� `��
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' Project Data
._ _ _ . . ._. _ _ Zonmg R-i
� - Occupancy R-3
Building Code 2013 CBC
Loi Coverage
(E) Lot area:
80.13' x 124.80"= . 70,000 s.f.
Allowobte Lot Coverage:407
ao . io,000 = a,000 sr
Existing Lot Coverage: 3,104 s.f.
Proposed Lot Coverage: 2,405 s.(.
Floor Nea Ratio
Max Floor Area Allowed:
.32 z 10,000 +1,100 = 4,300 s.f.
----- ..__ Exsting Floor Area:
-....-- Living 2,718 s.f.
�� Garage 455 s.f.
Totol . 3,173 s.f.
Proposed Roor Area:
Living 3,762 s.f.
Garage 498 s.f.
Totol 4,260 s.f.
Site Notes
1. Topographic lnfortnatlon used for design and contained �m these
Documents is derived from Incidental measurements prepared by
Architect and Civil Engineer. Controctor shall verify all grades
during loyout and coordinate discrepancies in conjunctlon wiih
Architect.
2. Drainage systems are desigrbuild. Droinoge system
components shown ore schematic only. Contractor shall size all
pipe, fittings, components.
�i ' � i 3. Design contours and drainage shown are schematic only and
I shall not he taken to represent tinol groding ond droinoge
plans.
II I I 4. Refer Building Floor Plans and Sectians for all dimensional
information.
(E) 46" Tree to I 5. Refer Foundafion Plons for foundation dimensions and vertical
remom. PROTECT controls.
DURING CONSTRUCTION I
e�r to AR1.1 fi Exsting flnish grades sholl be restored upon completion of
II construction unless changes are specified in the Drawings.
I I 7. Remove excess subgrade de6ris in work zone. Debris moy
indude broken concrete, rocks, utllities and misc. suhmerged
I junk.
{E) sned to be r — — — — — — J
removed I 8 Roodways sholl be ma nta ned clear oi construct on equ pment
I I or matenals at oll Cmes Debns shall be removed from
roadways and s'dewalk �mmed ately Contractor shall sweep or
1 wash road surtaces after operations that generate debris.
-- ---- — J 9. �ust control measures shall be implemented as necessary.
Adjacent Residence Prov'ide waterng during ezcavation and backfill to prevent dust
from crossin ro ert lines
(E) 9" Magnola Tree
to rema'n PROTECT
DURWG CONSTRUCTION
refer to AR 1.1
�
,____' ____� � � e
I ' I �
� � Rear se back
Grading permit: Will be obtained from i j I ��
the Depahment of Puhlic Works, if � � � "
required. � i
�
, �8„ _ , ,-0,�
9 P P Y
10. NI 6ackfill slopes sholl be compacted [0 90� m'n
it. A minimum of 18" of sub-grade soil in the new bu'Iding area
shall be over-excavated and re campacted per Geotecnnical
Report
12. The m'nimum front setback requ'rement is 15'-0" to 1st floor
and 20 -0" l0 2nd floor or the block averaqe, whichever is
greater
13. All ezterior bearing wolls less ihan five feet from lhe property
line will be built of one hour lire-rated ronslruction.
14. Addresses and Numbers shall contrast with their background,
shall be o min. of 1/2" stroke by 4" high. The power of such
illumination sholl not 6e normally swiichable. Cily af
Burlingome Municipal Code 18.08.010. 2010 CBC 501.2
Soils Engineer. TBD
Soils Engineer shall inspect and approve ihe following in writing.
• Establish tnot subsurface conditions are compalible with those
used in the analysis and design.
• Observe complionce with the design concepts, specifications and
recommendations.
• Nlow design chonges in the event that subsurtace conditions
differ from those anticipoted. The recommendolions in this
reoort are based on a limited num6er of borings. The nature
ond extent oF vo�iot�on across the site may not become evident
unil construction. If variations are then exposed, it will be
necessary to reevaluate the recommendaiions.
Foundation excovotion, eorthwark and site drainage shall be
pertormed in occordance with the geotechnical report prepared by
Soils Engineer. Soils Engineer shall be notified at least 48 hours in
advance af any earthwork operations, and shall observe and test
the earthwork and foundotion installotion phases of the projed as
recommended in the geotechnical repart.
`II�
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Planning su6mittal: 19 D«ember 2014
Plnrv�irg ra wbmixol: 09 Mordi 2015
Planning canmiaion study: 15 Moy 2015
Pianning cammission re-study� 22 June 2015
Plarmi�g re-wbmitral: 31 luly 2015
1428
Site Plan
Al.l
�I Conc. Dnveway
/I
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- - - - - - - - - - - - - - - - - - -
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Remove (E) concrete garage slab
�_-_---- --� 7
___-__-�---__-- �I
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Bedroom 3 i II Bedroom 4
�
Garage
� - _ � utilities
I I
all equipment and
II T � I
��__� I � _ � Remove (E) concrete patio, fence,
I I Covered Porch � �- -- J � and storage shed
I I I I IL--- '�---T �
n-� ��TII Ilr�� �-n I�-- -� I� / I� � r--
II � i III III � i �� I I i� �I I � I � wH � I I��
II � / III III \ � �� � � � �� �I I i � I � �� I IL`�
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�� � I � Closet � � Ciosef I I \ I I I I I I I I I I I � L_ I( �-' ( � I I I I �
� � I� � r-----11 I � ��`i I II I I II I ��� �J -=s----- � �� \ I I
-�---� �� -- JL �, ��-�---L -�--� I I I I I I
F== � � � � I I
IL i� eath 3� � Remove (E) Rnishe \ �� I�I� I I I I � I �
� \ � Kitchen III 0 III
I I �---��I �� Remove (E) Flnishe ���J)� �I� I � �
�� I I I %�
i c`� �� ----==z------�_�—___�-----�� � �--� i � J �i
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� I � Remove ezisting woll, typ. I I I L_� I �________ J L r-- T �J
-_�----L---
II � � � I I- -- -�r-r r7�-r�� i F---� I �
II � � � Remove (E) Chimne I I I I I I I I `1 �I I I�� �� I �
I� I I � I I I I I onr ���-+�I �, I� � I `1 � I �
II I I� I I I �� � Li�_i-��--d�,�, � � i�� � � �
I I� L-�—J FrT�--/-�� � I
�_ L I �ining StudY i�i I I I I I/ I I -� ��
� � I �
U�-�C i i � M
;� � ��� I I � � � � � � eo�,� � � � �
�_�_LL�
�I I I I Remove (E) Finishe r -/ �I �y � II �
�----
II I I I � I � �I � �_i II I
I� I I I �� i c�oset �I� n II I
II I II �� ft Ir �- �j I
__ _-�--- --�_--===�-J I � �° � � � �
I II
- =-- --- - �__ �'--_- --------' -i�. � I �� �L ---J I
-
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��
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. .I--_ __ . -_
-, '� � � if I I I I I I I I I
i � � I � I I I I I Remove (E) I I I I� I I I �
�—Remov� (Ey2'on r�te � � I I I planting area I I I I III I
� ; povin4�— � � I I I � � I
� _ Remove (E) Finishe �I�
j_ � � i-- ��---�- `-T ---r_�I � � � � � ��� �
� � � , i i i�� �1--------- �,1 i i W I
�r I � I I I� I_ � I� �I Masier eedroom I I I
- — -- -- y--��- -
i �---���---�—�— , --�i ii �
i i i i i i �' iii �i I
L---' -- ----1---J----1---- ---L ' '----� M
— — � �ii i iii �
ni i iu
Remove (E) Patio cover I III � III I
(Corrugated fiberglass) I II� � �II I
I Remove ezisting wall, typ. ���
� � I � � I II �
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lotal Building Areo: 3009 sf
Demolition First Floor Plan
1 /4" = 1'-0"
Ref N
True N
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I I r-------T� r- ----
I
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I I--��-------� III I
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I I � III I
I I � �--�1J I
I I � I r--I I I
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I � � � Remove (E) Second I I � I I
� � � iloar throughout I I I I I
i M �i i �i i
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�- II
I I'I Fomily I �J �
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i � ---�__�_�====�---- I� I
I I� �I I
� � � Co�ered Deck I � I
I I� toesr �I I
I I� �I I
� �� �I �
I I� �I I
I IL JI I
I�--------------------�I
L- - - - - - - - - - - - - - - - - - - - - - J
� Dem. Second Floor Plan
L
1 /4" = 1'-0"
Demolition Floor Plan Notes
Contractor shall provide dust control os required to isolate work
zone from public ond slaff areos.
ConUactor is responsible for quality and performance of all
eaisting materials and equipmenl to be relocoted or re-used.
Controctor sholl coordinale oll system shutdowns or olterations
with Owner. Owner shall be given adequate notice so that
alternate systems can 6e established.
Remove portions of ezisting inierior finishes as indicated. Where
tinishes are to be demolished, Include removal of finish paneling
and adjacent trims.
Remove oll af existing cabinets and fixtures as indlcated.
Coordinafe stockpile of existing cases and shelving to be
re-used.
Existing finishes and trim at ezterior walls sholl remoin. ProteM
from damage. Coordinate in field with Architect during
construciion.
Removal ot ezisting mechanical, plumbing, ond electricol is nol
shown. Mechanical, plumbing, and electrical demolition sholl be
coordinated 6y controctor in conjunction wlth new mechanical,
plumbing, ond electrical drowings. Contractor shall fully droin all
plumbing systems prior to demolition or olteration.
Refer to Floar Plan for dimensions of new openings and wall
locations.
Note that some items thot ore not necessarily included in the
demolition, ure indicated on lhis sheet for convenience. R is the
Generol Conlroctors responsibllity to coordinate these items.
Legend
(E) Wall lo remain
Object to be Removetl
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r m a
Planning wbmittal: 19 December 2014
Plonning re-wbmittal� 09 Morch 2015
Planning commission study: 75 May 2015
Plannfng canmission re-srudy: 22 June 2015
Plannfng re-submittal: 31 luly 2015
Demolition Plan
1428
A2.1 d
� I
I I
Proposed First Floor Plan
i
�
z
A42
B.1 tyP.
�� True N
�/a,�- i,-0��
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Floor Plan Notes: 0 � � �
Refer Demolition Plon for oll constructian to remoin.
Coordinote in Field w/ luchitect for oll trims, fixtures & accessories o m ,2 �� �
not shown, and ior critical alignments of openings, trims and -� Y
millwork. � o � m � �
� p v U T�
All dimensions given take precedence over scale. Contractor sholl �� g � �� v� o
not scale drawings to determine dimensions without ronsWting with ^ "
the Architect. Incorrect dimensions and resWting construciion
deficiencies due ta scaling of Documents by the Contractor are the („)
Contmctor's responsibility ond required corrections will be performed C
at the Controctors expense. �
Critical olignments moy ocwr between items installed by different
trades. Cantractor to note oll such items and notify affected trodes. U
Sub-controctors sholl review Documents and identify all such items 4)
thot atfect lheir work in any way. •�
Controctor shall review all dlmensions for occurocy pnor to i
wnsUuction. 'Z
h
Dimensions glven ore to face of sWd unless otherwise noted. �
Variotions include: C
FOC: Foce ot Concrete �
FOM: Foce of Masonry �
C� : Centedine �- � � �
FOF. Face of Rnish
� �
m 2 c
Contractor to coordinote framing to accommodate recessed fixtures ��� L p �
and other items with criticol lowlions. ��>
�O <SW
Repealing items or ossemblies may not be noted or dimensioned at
all localions where repetilion is obvious.
Refer structural details far locatian of special floor and wall
froming, special connections.
NI Ezisting plum6ing �xtures shall be reploced with new woter
-conserving plumbing fixtures. All New plum6ing fixtures shall be
water-conserving plumbinq fixlures.
Legend
O iE) Wall to remain
(N) Full Height Woll
Keynotes
Mark Oescription
Div¢ion 1: Generol
1.1 Line of Basement Fou
1.2 Line of Roof overhan
Division 2: Site Work
27 Finished Grade
22 Line ot Existina Grade
Steel �eck Beam
Metal handrail - 1 1/2" c
Division 6: Wood. Plosfics
Division 9: Fnishes
9.4 Hordwood Floor
9.5 Car et over a
Division i l: Equip�
11.1 Kitchen Laur
:imulated tr�
loints
e Llqhts
sied Glazinq
W
V
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a r+ma
Plorming subminoi; 19 Dacember 2014
Plamirg ra-submittal: 09 Mard� 2015
Planning wmmission sNdy: 15 May 2015
Planning commlssion re-study: 42 luna 2015
Plonning ro-submillal: 31 July 2015
Proposed First
Floor Plan
A2.1
1428
� � I �
I I I
�
� �
2 3 � 4 5
A4.1
A5.1
I I I I
Proposed Second Floor Plan
1
�
6
�wning obove
z
A4.2 N
i
❑wning above `�
Kei N
True N
1 /4.� - � �-0"
1
�
Floor Plan Notes: o ��
�� �o
Refer Uemolition Plon for oll construction to remoin.
> 8 g p
Coordlnate in Feld w/ Architect for all trims, fiztures & accessorles � m R �� �
not shown, and for critical alignments ot openings, tnms and � ��
millwork. a o � o a c�
c.° o °' U � �3
NI dimensions given toke precedence over scale. Contractor shall �� g � � r v� o
not sca�e drawings to determine dimensions without consulting with ^
the Architect. Incortect dimensions and resullinq construclion
deficiencies due to scalinq of Documents by lhe Contractor are the U
Controctor s responsibility and required corzections will be performed C
at the Contractar's expense. �
Critical olignments moy occur between items installed by different
trodes. Contractor to note oll such items and notify affected trades C3
Sub-cantractors shall review Documents and identify all such items �'
ihat affect their work in any woy. `
t:
Contractor shall review all dimensions for accurocy prior to �-�
consUuction. `Z
H
Dimensions given ore to foce of stud unless otherwise noted. C
Varialions include: �
FOC: Foce of Concrete �
FOM: Face of Masonry �
fp : Centerline � � ? U �
FOF: Foce of Rnish
� C � c
Conlractor to coordinale (roming to accommodate recessed fixtures �- t� O
and other items with critical locations. ��y � ` a>
'a..�.,� � Q 5 w
Repeoting items or assemblies may not be noted or dimensioned at
all locotions where repetition is obvious.
Re(er sUuctural detaiis for locotion of special floor ond wall
framing, special connections.
All Existing plumhing fixtures sholl be reploced with new woter
-conserving plumbing fixtures. NI New plumbing fixtures shall be
water-conserving plum6ing fixtures.
Legend
0 cE) wou m remoio
(N) Full Height Wall
Keynotes
Mark Description
Division 1: Generol
1.1 Line of Basement Foundation below �`
1.2 Line of Roof overhon obove V/
V
Division 2: Si}e Work =
27 Finished Grode _ A�
2.2 Line of Existin Grade }V��
Division 3: Concrefe •—
3.1 Concrete Retoinin Wall V:
3.2 Concrete Walkwo Ste s �
3.3 Concrete Planter Wall �
3.4 Conc. Foundation/Slab, ref. Structural Drawinqs
Division 5: Metals � O
5.1 Metal and Cable Guardrail � Q% p
52 1" powdcr coated steel shode flns, 6" O.C. � � P
5.3 Steel Deck Beam o` � �
5.4 Metal handrail - 1 1 2" ri � r �'` �
� 3 ° o
Division 6: Wootl. Plastics � y
6.1 Horimntal Wood Sidin - 4" ex osure I e or cedar a > U�
6.24 2x4 Studs � 16" O.C. - Insulate all interior walls � � � m(V
6.26 2z6 Studs � 16" O.C. - insulate oll interiar walls � � E n
6J Pre-fabrlcated wood cabinets p � rn' � �
6.9 Closet shelvin � S � e Z
6_91 Wood adjustoble shelvinq -p
n.
_ _. - Q (^`i m Q
Division 8: Doors. Wndows
8.1 Aluminum Clad. Wood wndow w simulated true divided lite
8.2 Lamineted Glass w/ Silicone Butt Joints
8.3 Aluminum Clad Wood Door and Side Li hts
8.4 Stained Wood Gara e Ooor w Frosted Giazin
Division 9: Fnishes
Planning submMal: 19 December 2074
Plarmirg rawbmNtal: 09 March 2015
Plonning commission sNdy: 15 Moy 2015
Planning commisston re-srudy: 22 lune 2015
Ploming re-wbmittal: 31 luly 2015
Proposed Second
Floor Plan
A2.2
1428
2 �
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Plonning submittol: 19 D«em6er 2014
Planning re-abmittal: 09 Mardi 2015
Planning commission sNdy: 75 May 201 S
Planning canmisslon re-study: 22 June 2015
Plarning ro-wbmittal: 31 J�ly 2015
Area Calculation
A2.3
1428
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� s �
�U � = d
a � m a
Plonning submittoi: 19 Dxamber 2014
Plamhg re-w6mlttal: 09 Mardi 2015
Planning commission sNdy: 75 May 2015
Planning commission re-srudy: 22 luire 2015
Plenning re-s�bminal: 31 luly 2075
�
Roof Plan
A3.1
,4�8
i �
0
c
0
(E) Extenor wall to
emove (E) gutter ond remoin
downspout
- emove gomge dao- - - - -
Remove (E) front door
6 5 4 3 2
MAX Hi. ABOVE A.T.O.C.: 131.60'
� +30,_�^ - - - - - _ - - - -
I I I I I
Remove (E) rooF, typ. Remove (E) roof, typ.
�T.O. Ridge_124.9' Remove (E) gutter and Remove (E) windaw, typ.
+16,_g" / / / i \ -� o�wnspout
Remove (E) gutter and
downspouC typ.
� T.O. Be�droom Plale: 122.40' � _ __ _ _ _ _ _ � -
I
� ��I �I I � - - - - I � - � - - - - - - - - - - - I - - - - - - - I - r
I �JI= J 1 i � / � � / \ �
� ' � /
__yT.O. (E) Plate: 116.48' � _ _ � � / / � � _ _ � � / / \ �
+8'-1" �- ��` ___v__ __ _ _
T.O. Bedroom Su6tloor: 114.40' I i � / � � �- � - -� �-� - -� - � � � �' � c J_�� � 6
+6,_0. �� �� �-r�= = �� ���---���
TD. Master Bedroom Plate: 11b.4 �0� � ` � I � I
� +5,_�� - i - _ - = = - - - - - - = - - - - - = i� - - - _ �= �'� �u--� i� �u-�a- -iu �i
T.O. Gora e Plote: 113.15' �r �� -- -- � -� -- I II I-----� I) III III I�I II II Iu III II
+a�-9- � IIIC�III �� ���I I�II �LJ J� �LJ L��
�-L � - - - �J L� � - - � �J
� �II II� --------e--- ��L�����
FF EL� 10840_ - m--�-----�
-Q.' 0'-0,. "- ' � - 9 - - - -
I �� � � �� _ - - _ - - _ - - _ _
- - - - _ - _ - -� -_ - � -
�T.O�Master Bedroom Subfloor. 107.15' � � � _- - - � � - - - -
3 -o- - - 1 �
�Garage Floor: 104.15 � _ _ _
4'-3'
�Remove (E) door
Remove (E) exlenor
II
AVG. TOP OF CURB: 101.60' (E) Garoge eztenor
-6'-9' wall to remain
� Existing North Elevation (Front of House)
7
�
� � �
�b
IN I
IN I
� I�
PL
�
i
_-�MAX HT. ABOVE A.T.O.C.: 731.60'
+3p�_�..
� T.O. Paro�et�. 130.32' '
+21-11 � Awning overhong
max
T.O. Plote: 128.37 �
� +ig,_11� - . ._
_�To. Garoge Plate: 17
+4'-9"
i /
� I �
� _ ic; �
� A
' C/
� V_`c/ I
-i-
i- i� - �
i / 9.1
Egress Window - aperable 5 4
sash section: cleor opening
shall be 28"x94' min.
7.1
Egress wndow - operoble
sash section: clear opening
shall be 24"x62" min., sill
at 6" max.
- - - � �
- - - - - - - - - - - - - - - - - - - 1 - _ _ � - _
�111■f�lil�
� i �, �
I� Ti
EF EL: 108.40'
__�-+0 _��•-
� �u;u;
�
.. . -
{
�
2753T � �
�� .. � -
�Garage Floor: iQ4.15' � I - - - -
-4'-3" i
PT. OF DEPART. EL.: 103.00'
-5'-4"
wmng over ang Q4` -
AVG TOP OF CURB: 101.60' i max I �
_6�_9•� �
� I
9.1 8.4
� Proposed North Elevation (Front of House)
1
�- i
�Cast alum. address numbers mounted
plaster wall. Numbers sholl contrast
with their background, shall be a
minimum af one-half inch strake by
four inches high. Provide
non-switchoble, low voltcge back light
to illuminate address numbers.
3
2
�
I I�
rk�rll
��
I
B.3 B2
�
1
MAX HT. ABOVE A.T.O.C.: 131.60"�.
+30'-0"
I
T.O�) Plate: 176A_ B_�
+8. 1.
Gar�e Plote: 113.1_ 5' �_
+4'-9"
F.E EL: 108.40'�
0'-0'
�_ Gara�ce Floor: 704.15' �
_q•_3^
AVG. TOP OF CURB: 1O1B0' �
_g�_g^
1 /4" = 1'-0"
1
Egress Window - opera6le P�
sash section: clear opening � �
sholl be 20's42" min., sill _ I �
at 6" max. �
al �
IMAX� HT. ABOVE AT.O.C.: 131.60�' _
+30'-0'
_ _ � � _ r T.O. Parapet: 130.32'�
I� +21'-17°
I T.O. Plate: 128.32' �
- I 6.7 � +19'-ll"
I � � `
���o
I �P i
,�
� a, �� P� !
9.1 n \ .
I I � T.O. Subtloar. 119.32'
_ _ +,o�-„
T.O.�) Plote: 118.32
_ - . � +9'_11"�-
_ _ I _ T_0. (E Plate: 116.�_
I_ +B•_1"
I 9.1 - I
T.O. Gar�e Plate: 113.15'�
- - T - -+4._9�
I I
I IPOINT OF DEPT. EL. i09.00
p,_�.,
_ _ � = F.f. EL. 108.4__0'_�
0 -0"
I �
Ij Gara�ce Floor. 104.1_5�_
- - T _4._3.
-Egress Window - operable 3
sosh section: clear opening
shall be 20 x48 min., sill I iAVG TOP OF CURB: 701.60'
at 12" max. _g•_g^
, �4�� _ , ,-0,�
�
Elevation Notes
Keynote legend below contains information referenced throughout
Documents. References are organized by standard CSI divisions and
are flagged at various locatians in the �ocuments by meons of the
following symbol: �,p
All dimensions given take precedence over scale. Contractor shall not
scale drawings to determine dimensions without consulting with the
ArchitecL Incorrect dimensions and resulting canstruction deficiencies
due to scaling of Documents by the Contracfor are the Contractor's
responsihilify and required corrections will 6e performed at the
Contractor's expense.
Critical olignments moy ocwr belween items installed by different
trodes. Controctor to note oll such items ond notify affected trades.
Sub-contractors shall review Documenis and identify all such items
that affect their work in any way.
Coniractor shall review all dimensions shown herein for accuracy prior
to construction. Contraclor shull review ony apparent discrepancies.
Dimensions given ore to face ot stud unless otherwise nated.
Voriotions include:
FOC: Foce of Concrete
FOM: face of Masonry
�: Centerline
FOF. Face af �nish
Refer Roof Plan for trim detail callouts. Refer Floor Plon for odditional
detail references. Refer Site Plon for grading, drainage. Refer
foundalion plans �or slab heigh[s.
New euterior stucco sholl be 3-coat, 7/8 in. min. thlck with(2) loyers
of Grode D paper under stucco where acars over plywood sheathing.
26 ga. galvanized weep screed ot foundation plote line must be at
least 1" below lop of slab.
Scuppers, flue caps, metal railing caps shall be fully soldered at all
;o��ts.
All exierior wood siding shall be fully stained ond finished per mfc's
specifications.
Eaterior lighl iixtures and mechonical penetrations sholl be fully
caulked.
Exterior finishes shall be cleaned and/or replaced regulady by Owner.
Paint shall not be allowed to crack, peel or otherwise fail in any woy
without immediate replocement.
Landscape irtiqalion shall not be ollowed to spray on any partion of
structure.
Downspouts and splash blocks sholl be adjusted so thot no water
splashes onto structure.
Slope all iinish grades awQy from structure ot 2% for min. 18" lo
swale.
Keynotes
Mark Description
Division 1: General
1.1 Line of Basement Foundation below
Division 2: Site Woh
t�
=1 shade fins. 6" O.C.
2x4 Studs � 16�� O.C.
2s6 Studs � 16" O.C.
Wood T&G Soffit, 4"
Wood Fromina. Ref. F
Downspoutru n P�u r
Insulaton refer
[EJ Indicates Egress Windows that meet the requirements o( the
2013 Califomia Residential Code (CRC) Sec. 310 including, but
not limiled to the following:
1. Min opening area = SJ s.f.
2. Sill height no more than 44 inches above the floor
3. Min. opening height = 24 inches
4. I�in. opening width = 20 inches
� E x �
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Plann"ng s�bmittol: 19 Dacember 2014
Plorui �g re-abm'ttal: 09 Mordi 2015
Planning commisslon sNdy: 15 May 2015
Plann'ng commisslon re study: 22 Jurre 2015
Plam ng re-s�bmmal: 31 luly 2075
Exterior Elevations
A4.1
1428
� T.0_ Plote: 118.32'
+9' 11'
G F
$ MAX HT. ABOVE A.T.O.C.: 131.60' _ _ _ _
+30'-0"
I I
� T.O. Ridqe: 124.9' _ _ _
+16'-6"
i �
i �
T.O. Bedroom Plate: 122.40' i�
�
E
I
Remove (E) roof, typ.
Remove (E) window, typ.
Remove (E) gutler and
downspouts, typ.
� —
�
�
\ ` �
�
�
D C B A
MN( HT. ABOYE A.T.O.0 : 131.60' �,
+3�
I I I I
$ +14• 0•' — � ___---- ----- — —�i�--- � I I I
— ----- — -- R E f t I
� T.O. (E) Plote: 116.48'
+8•_1'•
.� T.O. Bedroom Su6floor: 114.
Plate: 113.15'
� F.F. EL.: 108.40'
0'-0"
�T.O. Master 8edroom Subfloar. 107.15'
_3,_0, — — �
QGoroge Floor: 704.15' _
_q•_3^
emove ( ) roo, yp.
rll IIpI --- NpI II� i�� --- III II, Remove (E) gutter and
I�� �A tl� ��I I � �u ��� ��I I downspouts, typ.
�II In BI II� � I Ip III II� �' �
'IIII��� II ������II I � �
�ll �TTITT11lT�iTi ITII IL� _= JLJI _ I L -JL — — — JLJ� �� _ T.O. (E) Plate
�—�j I 1T���������T1T���� �—=���� --- _ =— — — — +e._�,. �
L�111LJ LL J�11 W IJ�1 I — __ � — — � — — � Inl �� �� n \ \ \ ` ` �
�
— — — �IIII�� ��I�I� � \��� � \� � �
` T.O. Garage Plate �
I �� �� �� �� �� �� G=�������� ������s����— +4,-9.
II� � —�� ��r—�� ��I I� � uL�JJu
� _ =JJ �� —JJ
I�� ---- - �JI_J �
� T.O. Subiloar h
— — — �
— — — — —
� II _ _ — — — �-- � — — I / i � � �
AVG. TOP OF CURB: 101.60'
_g•_g^
-Remove (E) balwny � Remove (E) window, ty�
Remove (E) extenor wall
(E) Exterior wall to remoin
Existing East Elevation
_ _ Garage Floor �
-4'-3"
AVG. TOP OF CURB: 1i
1 /4" = 1'-0"
� MAX HT. ABOVE A.T.O.C.: 131.60'
+30'-0" — —
� T.O. Paropet: 130.32'
� +21-11"
� T.O. Plate: 128.32' _ � _
+19'-11'
�
T.O. Subfloor: 119.32'
+to'-ti•
�.� T.O. Plote: 118.32'
{� — — —
9.1
� T.O. Garage Flaie: 113.15'
+4'-9"
� F.F. EL.: 108.40' _ _
0�-0"
,� Garaqe Roor: 104.15'
_� _
AVG. TOP OF CURB: 101.60'
_fi'_q'
�
Elevation Notes
Keynote legend below contains information referenced throughout
Documents. References are organized by standard CSI divisions and
re flcgged at various locations in the Documents 6y means of the
foltowing symbol: �_p
AIl dimensions given take precedence over scale. Contractor sholl not
scole drawings to determine dimensions without consulting wiih the
Architect. Incorrect dimensions and resuHing construction deficiencies
due to scaling of Documents by the Contractor are the ConUactor's
responsibility and required corrections will be performed al ihe
Contractor's ezpense.
Critical alignments may occur between 'dems instolled by difterent
trodes. Contractor to note all such items and noti"ry affected trades.
Sub-cantractors shall review Documenls and identity all such Ilems
lhat aftect their work in any way.
Contractor shall review all dimensions shown herein for accuracy prior
to construciion. Contractor shall review any apparent discreponcies.
Dimensians given are ta foce of stud unless otherwise noted.
Variotions inciude:
FOC: Face of Concrete
FOM: Poce of Masonry
�: Centerline
FOF: Foce of Fnish
Refer Roof Plan tor trim detoil collouts. Refer Floor Plon for odditionol
detail references. Refer Site Plan for grading, droinoge. Refer
foundation plans tor slab heights.
New exterior stucco shall be 3-coat, 7/8 in. min. thick with(2) loyers
of Grade D paper under stucco where occurs over plywood sheathing.
26 ga. galvanized weep screed at foundation plote line must be at
least 1' below top of slab.
Scuppers, Flue caps, metal railing caps shall be fully soldered at all
joints.
All extenor wood siding shall be fully stained and finished per mfr.'s
specificaiions.
E�erior IigM fiztures and mechonical penetrations shall be fully
caulked.
Eaterior finishes shall be cleaned and/or replaced regulorly by Owner.
Point shall not be allowed to crack, peel or otherwise fail in ony woy
wiihout immediote replacement.
Landswpe irrigotion shall not be allowed to sproy on ony portion of
structure.
Downspouts and splash blocks sholl be adjusted so thot no woter
splashes onto structure.
Slope all finish grades away from structure at 29. for min. 18" to
swale.
Keynotes
Mark Description
Division l: Generol
1.1 Line of Basement Foundoti�
Division 2: Site WOAc
21 Finished Grode
22 Line of Existin Grode
Division 3: ConcreVe
3.1 Concrete Retaininq Wall
3.2 � Concrete Walkwo Ste s
3.3 Concrete Planter Wall
3A Conc. Poundotion Slab, ref.
Divisian 5: Metak
7: Thermol. Moisture
Gutier - Pointed
Silicone Butt Joints
[E� Indicates Egress Windows thot meet the requirements o( the
2013 Califomio Residential Code (CRC) Sea 310 including, but
not limited to the following:
1. Min opening area = 5J s.f.
2. Sill height no more than 44 Inches above the floor
3. Min. opening height = 24 inches
4. Min. opening width = 20 inches
�o �o
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Planniig subminal: 19 December 2014
Ploimirg re-wbmittal: 09 Mardi 2015
Planning <ommisslon study: 15 May 1015
Planning mmmlssion re-study: 22 lune 2015
Planning re-submittol: 31 luly 2015
6cterior Elevations
0
�
Proposed East Elevation
1/4„_ �,_0„
A4.2
1428
� � � �
1 2 3 4 5 6
MAX HT. ABOVE A.T.O.C.: 131.6 ' MAX HT. ABOVE A.T.O.C.: 137.60' �,
�' +30• 0•' - - - - - - � - - - - �
I I I I I
Remove (E) roof Remove (E) e:terior woll
Remove (E� gutter
and downspout T.O. Ridge: 124.9' �
Remove (E) chlmney Remove (E) bakony door �� +16'-6"
i �
Remove (E) roof, typ. - � � � �
� � T.O. Bedroom Plate: 122.40'
Remove (E) patio door I I - - - - - - - - - - - - +14'-0 - �
Remore (E) gutter and I
I I I downspout. �YP. - � - J I _ - _ _ 1 I _ _ _ �� _ ��� _��I _ _ _
/ �- - - - - - - - - - - - - - - -
` � I I� I� II
T.O. (E) Plate: 116.48' ��/' \\`�'� ��l fTTI TTi ITfll ITf I iTl IITI ITfI fTT ITfll IITI I Tf IITI T.O. (E) Plate: ll 6.48'
� +e'-t' ___-__--____ __ --___- - - - �IIITfTIII �� IIIIT1l��f�TTIIIl1TfiT11�j
--------- -----�__ ____---_--� - - ,8._,
r�r _ I��T _� LLI 111111LI 11LI I11J ILLLI LL 111J T.O. Bedroom Subflooc 114.40'
�� �� �� ���T �� +6-0
II II I I I I I II II II II II - = T.O. Moster Bedroom Plate: 113A�' �_
ii � ii i i i i i p ii I I u u ii i-r--�r___�- -� +5,-0.
I I I I I I I I I I I I I ��--� =J� I I I I�� - 7r� �� I I
II III III III 0 II II II �II II �� II
F.F. EL.: 108.40' L J L- � �- J � I I I I I I I � � I I � � F.F. E�, �oa.ao' „
-(� 0�_p•• - - - - - I � � Q._��,
�� II -- II II II t �I
1 i i I L I L J L J I \ i I r �,�,.�to, Ao.�,��m s�brioo� i m is'
I(E� Wall to remoin- -� I I (E) Wall to remain � I I
� AVG.-90P OF CURB: 101.60'
� Existing South Elevation
l
I
c
�MA%HT. ABOVE A.T.O.C.: 131.60'
+30'-0"
, � T.O. Parapet: 130.32'
+21-11"
� T.O. Plate: 128.32'
+19'-11' - �-
� T.O. Subfloor: 11932'
+io'-i i"
� T.O. Plate: 118.32' _
+9•-11•'
T.O. E) Flote: 116.48' _
+8'-1
� F.E EL: 108.40' _
0'-0"
AVG. TOP OF CURB: 107.60'
_6'-9"
,
Remove (E) window, typ.
Remove (E) patlo door
I - � _ � - � - _ - - � - -
Proposed South Elevation
- � _3,_- �„ �-
�Remove (E) balcony
Remove (E) e�enor wall
AVG. TOP Of CURB: 101.60'
_6._9„
1 /4" = 1'-0"
MAX HT. ABOVE A.T.O.C.: 131.60'
� +30'-�
T.O. Parapet: 130.32'
+21"-11" �
T.O. Plate: 128.32' ,,
+1�
T.O. Subfloor: 119.32'
+10'-11"
TA�N) Plate: 118.32 ti
+�
F.F. EL: 108.40' �
- �
�
Elevation Notes
Keynote legend below contains information referenced throughout
Documents. References are organized by standard C51 divisions and
are flagged at various locations in the Documents by means of the
tollowing symboC �,p
AIl dimensions given take precedeoce over scole. Contractor shall not
scale drawings to determine dimensions without consulting with lhe
Arehitect Incorrect dimensions and resulting construction deficiencies
due to scaling of Documents by the Controctor are the Contractor's
responsi6ility and required corrections will be performed at the
Contractor's expense.
Cntical olignments moy occur between items installed by differenl
tmdes. Contractor to note all such items and noti'ry offected trades.
Sub-controctors shall �eview Documents and identify oll such items
that affect their wark in any way.
Contractor sholi review all dimensions shown herein for occurocy prior
to construction. Controctor shall review ony apparent discrepancies.
Dimensians given are to face of stud unless otherwise noted.
Voriations include:
fOC: Face of Concrete
FOM: Face of Masonry
�: Centerline
FOF Foce of Rnish
Refer Roof Plan for lrim detail callauts. Refer Floor Plan for addltional
detail references. Refei Site Plon for grading, d�ainage. Refer
(oundation plans (or slab heights.
New exterior stucco shall be 3-coat, 7/B in. min. thick with(2) layers
of Grode D paper under stucco where occurs over plywood sheathing.
26 ga. galvanized weep screed ot foundation plate line must be at
least i" below top of slob.
Scuppers, flue caps, metal raiiing caps sholl be fully soldered at all
joints.
All ezterior wood siding shall be fully stained and fnished per mfr.'s
specificotions.
Evterior light fiatures and mechanical penelrotions shall be fully
coulked.
Eztenor finishes shall be cleaned and/or reploced regulady by Owner.
Paint shall not be allowed to crack, peel or otherwise fail in any way
without immediate replocement.
Landswpe irrigation shall not be allowed to sproy on any portion of
st���t��e.
Downspouts ond splash blocks shall be adjusted so that no water
splashes onto structure.
Slope all fnish grades awoy from structure at 27 for min. 18° to
swale.
Keynotes
Mark Description
Division 1: Ganeral
1.1 Line of Basement Foundation below
Division 2: Site Work
2.1 Finished Grade
2.2 Line of tz�stinq Grode
Division 3: Concrete
3.1 Concrete Retainin Wall
3.2 Concrete Walkwa Ste s
3.3 Concrete Plonter Wall
3.4 Cona Foundation Slab, ref. Strudural Drawin s
Division 5: Metals
5.1 Metal Guardrail
5.2 1" owder coated steel shade fins, 6" O.C.
Division 6: Wootl. Plostics
6.1 Horimntal Wood Sidinq - 4�� exposure (Ipe or �
6_2 Wood tr_m, painted
6.24 � 2x4 Studs � 16" O.C.
6.26 2x6 Studs � 16" O.C.
6.3 Wood T&G Soffit, 4"
6.4 I Wood fromin , Ref. Fromin Plons
6.5 3/4" Plywood Subfloor
6.8 2z8 Wood Fascia - Palnted
Division 7: Thermal. Moisture
7. i Membrane Roof behind para ei
7.2 Pointed GSM Flashinq
7.3 GSM Gutter - Painted
7.4 GSM Downspout - Painted
7J I 9ati Insulation - refer Enerqy Calc�lations
� _-
Division 8: Doors, Wntlows
8.1 Aluminum Clod, Wood Window
8.2 Laminated Glass w/ Silicone Bult Joints
8.3 i Aluminum Clad Wood Door
' Division 16:5ectrical
16.1 Exterior. Wall Mcunted Li ht Fixture, Max. 40 Watts 8'
[E] Indicates Egress Windows that meet the requirements of Ihe
2013 California Residential Code (CRC) Sec. 310 including, but
not limiled to the following:
AVG. TOP OF CURB: 701.60' ti 1. Min opening area = 5J s.f.
_6�_9^ 2. Sill height no mare ihan 44 inches above the floor
3. Min. opening height = 24 inches
4. Min. opening width = 20 inches
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Planning re-w6mltla6 09 Mardi 2015
Plonning commission sNdy: 75 May ZO15
Planning commisston re-study: 22 lune 2015
Plaming re-wbmittol: 31 July 2015
Exterior Elevations
A4.3
1428
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Plomi�g re-submittol: 09 Mardi 2015
Planning canmisslon sNdy: 15 Moy 2015
Planning wmmission ra-study: 22 J�� 2015
Planning re-submittal: 31 luly 2015
Section
A5.1
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fx wg4ul Wltirnueh9e.driplircoCprolc�edaees w6ueFoe�]1afF q�.ctediobeJieavy,,
ghDuidb alhtidWJilt.6in.he fcYvppe�chqw 'th WuedEAC m¢ Jlsu�ceCorihe
n8tg96 �.
Ta +Lv3 C irzigal' � 1 ctrical, Jmm y:oe auv etL � ov shnoltl M hand dug whcn
6an'eoN �h i4Wl o f pra ed irea yar�d.h �m d 1 Ily laY g V p hl' w orlxside
piot d It.fl1i��' w II� nd otU ddcs dve- thtvred gir -ntaih8
znf V T A�6 sh IJb� M1ac4,tl12�a a5pos56T ''llinaf -u1�InlAnd
ea puaee� iew��� rg U�ve1 T I silrer�utsbzlft.sposbl �R i2a��'tima
sh Id I� �Sc covc d th I yerv.ot b ty yrsliaw- att{e.aM�Ae�n m� t. t f}�vood ovarihx
�op . tih:.�ovn �iwn � �� �ppia« �os•arcrot�bet-o;..
M1mmai � gy � Ii :Idb nu d�h gfian�th i I�yih'.P�hPR7 ct. 7TeimytiMed.
ne i O�is >dv �v 11 eq nr rr�rvtim� dmvtg wc wan o w�Ws 5 r �iigaUun may be
rrya/nLdunngll�t.riNermontMde�e�linpcmthe:se�s�nalr.tinfalL Ihmir��thesummer
�mwtti�ihzvea.ontiiissrtcslg�uldremivelw-a��v�7aidt)ycimg:nion?�umm�mon0�. D�iimg
1As(a-LLan�i�cjq�ritim��:.�nonlhshouldsu���e. YiW6bi�llirmotxon2Mpmmztctl4ttswili
he7P ipa sail reiain m�>i.twc. IUus.rcduoing ua�a rtretimpiia�.
1h�2�.iniom�etion included in thisrcp ei is 6eiievcd�i� be Gue.v�d�bns�d unsounA�v6oricullwal.
psatt�plts. m�dPrPclica.
Slnaoroly..
I�e,v'�R Kielq:
Arborist Report
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Plonning submittol: 79 December 2014
PlamGg re-wbmittal: 09 Mardi 2015
Planning commission sNdy: 15 May 2015
Planning canmission ra-s�udy: 221une 2015
Plnming re-wbmiltal: 31 July 2015
Arbortist Report
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� Plant List
Trees I Common Name Bofanical Name Size
� Dogwood Comus Caniroversa 24" Box
�2 Goltlen Full Moon Maple Acer Shuosrnvonum 5 gal.
� Loquat Erobotrya 5 gal.
�4 Japonese Mopie Acer Polmafum 24" Boz
Planh &
Shruhs Common Name Boianical Nome Siza
�CaliFomia Lilac f'Ray Ceanothus 15 gal.
_ Hartmon"�
�B Elderberty Sambucus 5 gal.
�C Woolly Blue CurLs Trichostema Lanotum 1 gol.
�p Spurge Euphorbia 1 gol.
�E Caal Bells Heuchera Nah
�F Butterfly Bush Buddieja 1 gal.
�G Agave Aga�e Attenua}a 1 gal.
�H Manzanito Nctoslaphylos 1 gol.
�I Laventler Lavandula Rah
�j Sage Solvio Fah
�K Sea ihriFf Artneria Morifima Roh
�L Roses Row 1 gal.
Planting Notes
1. Irrigation system shall be installed ond (ully functional orior lo
installation of any planting.
2. Existing topsoil shall be removed from work oreo and stockpiled to
be used for finish grading upon completion.
J. Topsoil in zcess of ihat required for finish grading sholl be stared
on site or disposed as directed by Owner. Wasle ezcavation from
foundation irenches that is not suitable for londscape use ond is in
ezcess of thal required for foundation backfill shall be removed by
Controctor.
4. Existing landscaping shall be protected as required to prevent any
domage to plants and trees unless specified tor removal in plons or
by Owner.
5. Protect ezisting trees in work zone with fencinq and barricades.
Barricades shall form a minimum encompass all sides of the tree
ond provide a min. 6" clear from the base of the tree.
6. Protect exisling roots during excavation. Ensure that equipment is
ploced outside of drip line.
7. Provide watering af exposed roots during excawtion. Backfill around
eaposed roots shall include previously removed topsoil.
8. Installatian shall include a new outomatic irrigation system
throughout.
9. NI landscaped and hardscaped areas sholl be groded and Iinished,
so as not to drain anto adjacent properties.
10. Landscape is classified as Tier 2 per Section 78.17.020 of the
"Water Conservation and Landscape Regulotlon.'
Plant Material:
11. Turt orea may not be mare than 25% af the londscape area.
12. At least 009. o( the plants in norturf landscape areas shall be nalive
planis, low water using plants, or no—water using plonis.
13. Turf shall not be planled on slopes greater than 259 of the landscape area.
14, Fre—prone planl materials and highly flammoble mulches wiil nat 6e used.
15. Invasive and/or noxious plant species wlll not 6e used.
Mulch:
16. A minimum three—inch layer of mulch will 6e applied on all exposed soil
surfaces of planting areas.
Soil Amendments:
17. Soil omendments, such as compost, will be incoryomted according to the
soil conditions at the project site and based on whoi is appropnote for the
selected plants.
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Plonning wbmNral: 19 December 2014
Plaming re-wbmitral: 09 Mardi 2015
Planning commission s�udy: 15 Moy 2015
Planning commissim re-study: 22 lurie 2015
Plonni'p ra-wbmitfal: 31 July 2075
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Landscape Plan
Ll.l
1428
remain. PROTECT
DURING CONSTRUCTION
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Planning wbminal: 19 Daember 2014
Plarmi�g ra-wbminal: 09 Marth 2015
Planning commisslan sNdy: 15 May 2015
Planning commisslon re-studyi 22 lune 2015
Plar�ni�g re-s�bmittal: 31 luly 2015
Irrigation Plan
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Planning submittal: 19 December 2014
Plannl�g re-wbmittal: 09 Mardi 2015
Planning mmmiuion itudy: 15 May 2015
PlonNng commlsston ra-sNdy: 22 June 2015
Planning re-wbmittal: 31 J�ly 2015
Green Point
GP 1.0
1428
SAIV MAT'�t� CQUNTY1NIdE
Wa�te� Pol Iution
Preventi�on Program
Clean Water. l#ea}thy Commurtity.
�on�truction Best Mana��ment Practi�es (B11�Ps)
�ons�ructic�n �arojeet� are requirecl ta ir��le,�nen� the stormw�ter best mana���nent pr�Gti�e� �B11fIP) on �hi� �a�e, as
th�� �ppl� to your pr�ject, all year lc�n�.
N6n-HucaYilot�s 1Siate[�a19
❑ Berm attd cover sWckpiles of sand, dirt or other ccansuustion tn�terial
wf th larps �Yhen rain is i9rec'ast ar i f nof act�vely bein{,; used tivithin
14 dxys.
❑ IJse (but dnn'i oventse) reclaimed water f'or dust eonUnl.
�{flZfll't�114S �iBk�YiA1S
❑ Label all hazard�us maiQr�ialsand hazardaurw�stes �sueli as
pesticrdcs. paints, rhiur7ers, solvenis, fuci, oil, and antifreezo) in
accordance ��.ift� eitr�, county, statc and £ederal €egulafions.
1] Store ha�vdous mate�als: and wastes in �ates tig5t con#ainers, store
in appiopriate seeondar}� containment, and eover tltem �t-the end of
every fvork day or dnring aet w�ather or w�ien run is foieeas[.
❑ Foltow m�nufaet(�er's applieatinn in,tnictions fesrhaaardous
materials and be cara£u1 noL to use ntore tlran neeessary. Do not
upply cheuiicals auidaors ��heit raiii is £or4east �thin 2q honi�.
❑ Arrange for �ppropt�i�e disposal of alLhazardaus wasies.
Weste Mar�ugement
❑ Cnver waste dispt�sal enntau�ers sesurel}� with-fazps at #he end of
s
c tiu rk da1 d tvet weati�cr.
es o an duain
rY _ S
❑ Gheck waste di�p¢sal �flntain�rs kequent3y for leak� and fi make
P
sure they are not c:v�rfitled. Nev�r hose down a dt�pster on f he
v
constmction site_
❑ tJlean or replaae ��riablc toilets, aad inspcet ih�m irequenfly tor
leaks and sR�1�s;
GI Ilispose of all wastes and de6ris properly Kecgcle matferiais and
wastes that can he necycl�d (stieh as as�halt, Gancrate, agg�egale b�5e
materials, ruood; �p hoarc� pipe, eta.)
0 Dispose of liquid �`asitlues from paints, thinners, sol�nts, glues; and
cleaning �uids as 6azardouswaste.
ConstrucYion Entr.aace.s and PerimMer
CI Establish and maintain effastive periineter controls au.� stabilrzc all
constniction entcances and e�its to snfficiendy coni�ol erdsipn s�ncl
sedimcnt diseh�raes Frcjm site and tracking otf'siie.
0 SwBep ar tacqam any street haclang immedtai�l}-�dseeute
sediment sourc8 ia �rci�nf iuither trackmg. Neter hose down streets
to clean up tra�9cing.
E�uipr��nt Management &
Spill Con#roi
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CT I7esignate an azea; fiti�d jiilh �prapnate BMRs; fbr
vsLFale and equipment pazl�ng and storage.
� Psrtorm ntajormnintenance, re�ir}obs, and vehicle
a�ul as�nipment washivg off sit�,
❑ i�refueling Ur vuhicJc mamten�nc>e.mus[ be done
piis�; t�oik in q bermGd ar�a �vay frorii +3ii�iin cirains
at[d over a.drip pan or drop r,Iatihs bag enouglx % coI]ee{
:f[uzds, l��cycle ox dispqsc of fluids as hazardous waste.
Q Tf�ahrcle or eqtupmenYcleaning iuust b� done onsite,
elean with watcr only iii a bert�ied azea d�at wilf ntst
sl}aw rinse titi�atcr la run into�� �utters�, streets, stonn
drai�rs, ar surface waters.
1? Ilo naC clean vchicle or eryui�nncm ansife using;soaps,
sfilvents degre,nsers; or steam cleanmg equipmeni.
SpillPre�c�ttipn and Cbntrol
❑ I{�egspill cleanup materiafs �;�u, rags, absorbents and
s�E litt�i) ava�lx�ble at I�te cc5nst��ffQi� site �t-all tvfi�s,
L] I�spcctvGtucles and equipmeni£requ�ntly t`or and
rep�u leal:s pr�nptly. Use dup gaas fo catch leaks
u�til repaits are made.
0 e u s' s or leaks ' �'ateL and di se of
�1 an p pill unm sii y spo
cleac�up materials properly.
Q 7� nat hose dca�un sarfaees wiisrc 8uids havc spilled.
Iis� dcy cleanup n�ethods (absa�e� analerials, �at
1itt�r, artd/or rags).
Q 3waepug spilted dry materials7muzediately. Do not
iry to �ash thcrti a�yay rx�itli ic.afe�, or buig� thvnt.
Cfi Z;lean up spills on din areasby diggiug up and
�ioperly- disposing of eontamit�atecl suil.
❑ Re�ort significant spills immec(iaie}y. You are rcquired
bp la� to rep.orl all signiScautrel�asss af l�a�ardovs
mat�r3�ls, inclnding o�l, T¢ rep�rt a spill: 1� Dia! 9l1
ve ybur Iocal eniergeiicv respo�iise uwntier, 2) Gall tlie
�emt�r's OiTice of F.,merge�cy' �greiees Waming
f�nter> (890) 852-7550 (2� hours).
�arthmc�vi�g;
fl�chedule grading aiid ex�a��n work
c�urittg Clty weallter:
CI Stabilize all denuded areas, �sfaII and
mainYaintcmporxry erflsioar,cuitrols{soch
as czosion coxit�ol fabtie c3r bo�ed �bcr
matJix� until v��tativn. is esiabli�tie�i;
D Iic�nove e4�sting ti�c�et�{iiofl cinl� �ben
absolulelY nesessarr, attd.seed titpiant
vc�etation for eros�on con#co1 on slopes
�t itihere c�nstruction is:nof inzmediate7v
planned, .
C7 Rreveni sediment fiom migrating o�'site
and protevt srorm drain it,le#s,. �u�iers,
ditches, attd dramaec ct�urs�s by�nstalling
aud maintauung appropriate BMPs, such
as Sber mlis, sill fences; sedsn�cnt`basins,
gruv�l kags, be�is, etc.
1� I�eep excavated so�l on sice an�l I�ansf'�r it
[o um Yruck � h"xte -�i in tk� strcets.
d p sA � � _ �
%ntsminated Soilfi
C] I£attp of thc follotving cgndttFonsare
observcii, test for contarriina�ct�n aad
cantaet the Reg�onal Water Qxtat"�y
Control 13oard
- Unus�aal soil condiGion_s, disctsloration,
4i E1t10Y.
- Abandotted undergrou�d [atd�_
- Abandoned weils
- Buned barrels, deb�s; ur tra�fi:
PavinglAs�halt Work
❑ A�raid:�awng �nd soal ct�ating in wet
w�aEiter ur when raitt is Ebreeast, to
prevenf:maicrials that have ztnt cu[ed
from ��t�tig sto�nwater Yuno�F;
❑ Caver,s[nrm dcain inlets and manhaies
u-hen applyiag sea! co�i, tnek eo�Y, slurry
�
seal, fng scal, etc.
❑ C�il«�:i, aiul tec�cle or apprUpri•ateEy
dis{ro�e Qf`e�e�ss �brasive gra�rel6r s�uisl.
DaIiQT ac¢eep 6� wash it.iato guit�s.
❑ Dt� rtUt �'f�aiier to Waslti Clown �sh
a�halYrc3ncrefe pn�amcnt.
"�awcnttiug & AsptiaitlConemte ite�nv��i
Q�ra[a�t nearbv storni �ram inlets t�hen
sa�r- cutfing. Usc filier fabrie, cateii basin
inlet�iljers, oi giavcl bags to kceg s]uriN
aat nffh� storta dTain srystem.
❑ Shouel; abosorb; ol vaeumai savu=cut
slun}� and d"aspase of all wa&t� as sa.6n
as pou �e firrished in otta lticatma p� at
the c�d:of Each �rnrk day (whiche� er.is
soonet?j_
❑ If sawe�Lslurr,� entsrs a cateh basi�c� �fean
it np iminediafsly:
Conc��ete, ��aut & Mortar
Application
❑ Storc concrctc g�'aut. an� morlar asa r�p
from st.o.nn dr��r�s or wat�ways, aud ou
}�allets �uSEtc*P �ov�Y� Lo pr�iecf them frnm
rain, runoff, and vrind.
0 l�lash out concrete equigmenlltrucks
pfisite o� in a destgrtated wasliqut
atea, where khe waf�r will Hori inio a
tcmporsry wastepit; and in amanner
tti8t wip pr�,ventleaa7ring into iha
imdorlyu�g �ail or'pnto ��vxowtding areas_
Lei cflnerele lrarden �tYi dispos� of as
ga#bage.
❑ VVhen washiQg e,�c})osed aggregate,
pxevent washwater fiflm entering stoitti
draius Bt�s� auq inlets aird iasaum
gutte�, hose �-asli�vater Unte dirt areas. ot
tlrain �nt9 abert�Qd surface [o bc pwnpell
and disposed ofpm�rly,
Lanc�scapang .. ,. _
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CI ProYect stockpiled lands�aping nraterials
from �nnd �d iaia hg stozing tliem under
larps all year-rawtt%
❑ StAck b4gged mateizal on �allcts and
under couar.
L7 Disconiinucappli�tifln of vry erodiblc
landscape material �vithin 2 days bcPore a
Porecasi caln eventor durin� wet �+eadier.
T'ainting & Paint Rermoval
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eaiacing e�eanap ana ttemm�al:
L� t+lever c(ean brushes o�' rinse �aint
contazners inio a street; g_pt{er � stvzm
drain, or sfreani,
T1 Forwaier-based paints; paiut Qut brushes
Eo Yhe extent pnss�b�e, and fmse ar�to a
dc�irn that goes to the �a�u� se�rer:
N�ver pout paint down a-sform dram.-
� For oil-based pamts, ptint qu� bnashes t�
the axtent possiblc and dl�n w�th [hinner
pr salvept iu a proper cQnta�ner. Fsliex and
Tcusc ijwwers an� solyents. 73�pos2 oF
excEss liquids as hazardo�s �vas2e:
Q Paint chips and dust t'rom non-}�a�rdaus
d� suippin� flnd sand blas�n� may be
sx�cptup ur c�llactCd in pl�.s[n; drop
�1Qihs and disposed of as hash.
CI �fiemir,�l paint strapping residue and c}ups
aud rlust from marine paints c>e paims
canf��itin�.lead, merrau'y; c�r t�ibutyltul
anusk be tlisposed af as haxardous svaste.
Lead based pnint removnl �qvires a state-
cet[ifiad conh`actor.
Dewat�'irrg
❑ Ltisehaz es oC roundtioaterar ca tured
8 P
B
runoff from dewatering t�peraiions must
4e ptbperly nia�tiaged anci�isposed. STThen
posstfile s�nd de�vatenng discljazge fo
landscaped area or sanitary sesver. If
diseharging 1t41he s'dnitaiv sewer call y.our
�OG� WdSlCW'd�87' i1'C7LG4"�hf ])r8?li..-
O➢iyert rwi-on water fron� offsi� anray
from all disturbed areas.
❑ ib'hen clewatenng, notify and o6tain
approval from the local innnicipal'ah'
heYorB dischaz'gno watet to- a str�et� gutter�
axstorm drain. Fiitrat�on arfinersion
lEirough a basin, tank; or sednuent irap
mayY be seqpiced.
II Iu areas of known ot suspecf�d
contaiuinadu7i, call yQur loeal �geizcy to
ileierniine H'heiher the �ernmd �vaier muat
lie fesied. Ptunped �raan�izva�r iii�y need
Ya be collected and hauled o� site-for
ff�ahnent and proper disposal.
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Nm' 4
Plonni'g wbminal: 19 Decambar 2014
Ploming re-wbmittal: 09 Mardi 2015
Plaming wmmission sfudy: 15 May 2015
Planniig canmixsion re-st�dy: 22 J�ne ZO15
Planning re-whmittal: 31 luly 2015
Construction Best
Management Practices
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M�te�i�ls & W2[�te iV�anagemertt