R-2018-16, RM-2018-09 Complete Plan Set.pdf10410 N. APN U)
�C)
���
-ern
< '
Uj
Z) U) co
W z: .06
Z .S M
'E
�wo��
Z 1_U <
H
W
W Cn
0C
W
w O
J U
w
U !�
Z ti
W
uS ~
W CV O
m W U
Q m O (�
C�
w w U w
Z w U Z d
a
to O= �w�
z cnz�RO o�s 0 �
� LU 0 (0
QQ O z_j 3 CU
Q 0 o<w� E
DATE:
3/21 /2018
SCALE
AS SHOWN
ON PLANS
SHEET:
A-1
9F ■NEW HOUSE
■
e �n
u er i no
:326�3O�94
DRAWING INDEX SCOPE OF WORK: PROJECT DATA:
ARCHITECTURAL: 1 .DEMOLISH EXISTING TWO STORY HOUSE, COMPLETELY ON THE LOT. PROPOSED AREA CALCULATIONS
2 NEW HOUSE OF 4702 SQ.FT. AREAS AS PER THE PROJECT DATA. LOT AREA: 9375 SQ.FT.
A-1 COVER SHEET
A-2 PROPOSED SITE PLANS 1 F HOUSE AREA: 2093 SQ.FT.
A-2.1 PRIVACY PLANTATION DETAILS &STREET ELEVATION GARAGE AREA: 443 SQ.FT.
A-3 PROPOSED 2F SITE PLAN (REFERENCE WITH 1ST FLOOR) FRONT COVERED PORCH : 72 SQ.FT.
A-4 PROPOSED ROOFING PLANS PROJECT INFORMATION :
A-5 PROPOSED FLOOR PLAN REAR COVERED PATIO: 242 SQ.FT.
A-5.1 PROPOSED FLOOR AREA DIAGRAMS APN: 326-30-94 2F HOUSE AREA: 1676 SQ.FT.
A-6 FLOOR PLAN NOTES &DETAILS CONSTRUCTION TYPE: V-B 2F COVERED BALCONY: 176 SQ.FT.
A-7 PROPOSED ELEVATIONS-1 ZONING: R1-10 RESIDENTIAL TOTAL 4702 SQ.FT.
A-8 PROPOSED ELEVATIONS-2 LAND USE: (Res Low 1-5)
A-9 PROPOSED CROSS SECTIONS STORIES: 2 -RESIDENTIAL (PROPOSED)
A 10 CALGREEN CHECKLIST BED ROOMS: 5 ROOF OVERHANG =315 sq.ft
E-1 PROPOSED ELECTRICAL PLAN BATHS: 5 FULL
E-2 ELECTRICAL NOTES GARAGE: 2 CAR GARAGE
ALLOWABLE LOT COVERAGE :45% + 5% FOR ROOF
BUILDING CODES: 2016 CALIFORNIA BUILDING CODE OVERHANGS, PATIO, PORCH ETC.
2016 CALIFORNIA RESIDENTIAL CODE = 45% X 9375 + 5% X9375
2016 CALIFORNIA ELECTRICAL CODE = 4219 SQ.FT.+ 469 SQ.FT.
2016 CALIFORNIA MECHANICAL CODE = 4688 SQ.FT.
2016 CALIFORNIA PLUMBING CODE PROPOSED LOT COVERAGE _ (2093+ 443+72+242+315)
2016 CALIFORNIA ENERGY = 3165 SQ.FT.< 4688 SQ.FT.
2016 CALIFORNIA FIRE CODE
2016 CALIFORNIA GREEN BUILDING STANDARD CODE
CUPERTINO MUNICIPAL CODE ALLOWABLE FAR: 45% X 9375= 4219 SQ.FT.
ALL APPLICABLE LOCAL, COUNTY, PROPOSED FAR: (2093+443+1676)=4212 SQ.FT.< 4219 SQ.FT.
STATE AND FEDERAL CODES, LAWS
& REGULATIONS. 1ST FLOOR NET AREA: (2093+443)
OWNER'S INFORMATION: DMJ HOME SOLUTIONS =2536 SQ.FT.
PH. :408-614-0477 2ND FLOOR NET AREA: 1676 SQ.FT.
EMAIL: david@dmjhomesolutions.com 2ND FLOOR TO 1ST FLOOR RATIO: 1676/2536=66%
APN MAP VICINITY MAP GENERAL NOTES:
44 Fret-alltAtira � F F-rum�t Ay' ' ' ALL CONSTRUCTION SHALL COMPLY WITH ADOPTED ORDINANCES AND POLICIES OF THE GOVERNING AGENCY AND THE
O F F I C E O F C O U N T Y ASSESSOR SANTA C L A R A C O U N T Y C A L I F O R N I A � LATEST ADOPTED ADDITIONS OF THE FOLLOWING: 2016 CALIFORNIA BUILDING & RESIDENTIAL CODE (CBC, CRC), 2016
TRACT N° 783
O I GARDEN GATE VILLAGE ADDITION 326 30 CALIFORNIA PLUMBING CODE (CPC), 2016 CALIFORNIA MECHANICAL CODE (CMC), CALIFORNIA FIRE CODE (CFC), CALIFORNIA
56 ELECTRICAL CODE 2016, ,CALIFORNIA ENERGY CODE 2016, AND 2016 CALIFORNIA GREEN BUILDING CODE.
a I f .� � � THE CONTRACTOR SHALL ERECT AND MAINTAIN, AS REQUIRED BY EXISTING CONDITIONS AND PROGRESS OF THE WORK, ALL
BEARDON DRIVE � REASONABLE SAFEGUARDS FOR SAFETY AND PROTECTION INCLUDING POSTING DANGER SIGNS AND OTHER WARNINGS
/OSlI /0495 /04>5 l03>6 10355 /0325 0301 10265
113,9 B5 111.35 25 109-0 10266 10002 lice �x\\�N� II � � 4
17718 -I 044152 0 9059�Ca�^; 70'126 ,g m 12JF„R 122 fi8 ? � 67123 N, 148 Ora r ,� 41 181 AGAINST HAZARDS, PROMULGATING SAFETY REGULATIONS AND NOTIFYING OWNERS AND USERS OF ADJACENT UTILITIES.
J t70�L1=320-THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS, GRADES AND OTHER CONDITIONS, AND
N` 17619 � "43 5C '^ o„n t50%%! 69 127�1247zF;�1z1 ss sslz4 147 43 �^ s� 40 lag � 'r lie Ix 122 AMr HE SHALL CORRELATE ALL SUCH ITEMS AT THE JOB SITE. HE SHALL REPORT ANY DISCREPANCIES TO THE DESIGNER FOR
I m 153? a o o "� "
42 �°
-r
,_so 466x9-
12B3BCLARIFICATION AND/OR CORRECTION PRIOR TO BEGINNING ANY WORK.
17520 149 d7'�' 6B 128 x � W q
,yAz �41 154 123 �,.! 120 �0 s5125N 14644 391a3 -THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND COORDINATION OF ALL TRADES WITH THE GOVERNING
-
MAI,
� __141E1
<m
L74 21pm� 14848; 6712s -°-p° AGENCIES, AND SHALL PROVIDE ALL MATERIALS AND LABOR SHOWN IN THESE PLANS TO RENDER THE JOB COMPLETE.
h I� 40 155 74,�1 19 7t 6421z6 LL
zi !F u5 �
a �mn
38164 ,
75 Y 118 72 ' 127
ON.- O
1 136.69
173 � I5C.25
147494
66130 _ Qm ee �o &� 371a5 32 CHANGES TO THE PLAN DURING CONSTRUCTION OTHER THAN:
, 33_32 1z3aa o e
156 --
0
" � 144 46 "
121 s3
9.'19. _. ... _
1. CABINET CHANGES WHEN NOT BEING SUPPORTED ENTIRELY BY THE ROOF STRUCTURE
a� 172 z3 3e 157 1465°� 65 131 � a m„ 12076�� 117 73 ms 62212$ �1 1431547 3s 186 2. INTERIOR DOOR AND ZERO-CLEARANCE FIREPLACE RELOCATION SHOWN ON THE APPROVE PLANS,
2a n,s 9.s32.2s,- .
64 132 pr g'-16160 "" � m� 3. A SINGLE NONBEARING WALL RELOCATION WHEN NOT CREATING AN ADDITIONAL ROOM AND
" 128.20
125z� ile 741;3 185 a"!9 . 184 a x s 179 1
171 � 145 50 SF e m - 2�
37 158 'PLAN. n N -4 119 77 � "' m „ 129 1az 9 EldiiiCf lE� R4. SHALL CAUSE PLANS APPROVAL AND CONSTRUCTION TO BE SUSPENDED, A NEW PLAN CHECK (FOR u � i'I CilllflGil� FIS
8,9_ _129 va 12/93 4; 1-� 9,80082 N. COIL. o a 6 t N a ~ 3J 187 - It9.if. • 'r ,SN � - -- � - - "riiAi FINISHES;
INTERIOR NON-STRUCTURAL V V,
1!620 I �" �.
- ------ 183 5g a 180 g�mm �5
HE NEW PLAN
5241163 � CHANGES) ILL BE SUBMITTED FOR REVIEW AND APPROVAL THROUGH THE COMMON PLAN CHECK PROCESS.
170 25 i a 144 1-II 133 8 7e I ns 75 � w 80 130 lal 49 � las ------------------
36 +Iyer Z"N
8
_ 159 -sss� 18 79 116 7 18 � m
I ,� �- 143 53 162 134 1-1 W
= a °
169211 95 160 ^" e4--laz 94 a t t7 114 %6 59 191 140 32 189.-
129.94 50
i'a 24198 m.a 1 sm
mo _____ Wm CALGREEN NOTES:
o� 18827.., 169 54^161 188 go w'• - 113 77 �m�„� 58 132 I', 139 51 �a mw 32 190 ��---- - "�$�--125.°9--- n n�; PER CALIFORNIA CIVIL CODE ARTICLE 1101.4 AND CALGREEN SECTION 301.1, FOR ALL BUILDING ALTERATIONS OR
tet
____NZN 129.90 -1 129.94 "��,....__. ._24298 i 196 2s �h�q� 23 ,ss , 2 goo IMPROVEMENTS TOASINGLE FAMILY RESIDENTIAL PROPERTY, EXISTING PLUMBING FIXTURES IN THE ENTIRE HOUSE
N o _
4 0 1 z.s9 -
z
W$� t87� 4 Toa 14t 5531 Go 136
aoLLoN 115 81 X11 II2 78 IN
�oL "
33 162 1ooa� =1628 � 52 �oaa� 31 191 THAT DO NOT MEET COMPLIANT FLOW RATES WILL NEED TO BE UPGRADED. WATER CLOSETS WITH A FLOW RATE
129.94 I- _129%
- xa 57
133
I
1a4b8 _
neAl l 195 10410 North
ese '. �.-,1.13 8 � S- 9959 T s4.4z
�4 27 22 200 6 3 > °'
W m � 296,r9i- g �, t37 134 135 136 137 � F 192 I 193 •
� o------ IN i 32 140 ��'. 59 4 EXCESS OF 1.6 A m a 114 82 nll 111 79 � m I i ----as.ze ----- --- li � on m
166 , 1s41�1s35s„ 55 54'� 194 -aW`a �� 2.5 gpm WILL NEED TO BE REPLACED WITH A MAXIMUM 2.0 pgp
13618 - ��I � � � gp
SHOWER HEADS WITH A FLOW RATE GREATER THAN
- _ _ ixazn_ -- is 30 AI 29 I 'R
' 201 ,n
" fs53o�, r t3gs7�; 5a 13a11383u� 110 80 'B�q g 28 NW$'_-21� 5 4 �a a SHOWER HEAD. LAVATORY AND KITCHEN FAUCETS WITH A FLOW RATE GREATER THAN 2.2 gpm WILL NEED TO BE
29.99' ,3.50 ,3.50 � - 5o %A 41 133 q 20 11,3_q - 9
16.
2 3i � �������� REPLACED WITH A FAUCET WITH A MAXIMUM FLOW RATE OF 1.5 gpm (OR 1.8 gpm FOR KITCHEN FAUCETS).
/05/0 /0499 F� /0450 /0424 130 __ /0322 /0308 5i /0256 /0242 O ,459 2020
GLENCOE DRIVE 2°B4sm � 635D °g09 GLENCOE DRIVE � a �LC���
056 09596 /°q5, 5> ,°as, /0955 /09// 099 ` 112'01 81 dj ro399 ,w53 3° oes3> ,°253 /0226 -j"
'.6'
_alis a tia RESIDENTIAL FIRE SPRINKLER NOTES:
, si I I I °,59 /059 55 35.01 Zt,9$ 3(66, _--11114 Q
r 103 91
�to4 i 105 toss 107; to8 � log, at�o;l �t1 e2 "IIS a3 II e4 asoa q" 15 � is �7 � �fa � �9 � 3 6 1. AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE DESIGNED &INSTALLED IN ACCORDANCE WITH NFDA
a i 90 1 89 j B8 1 87 I 86 1 85 I 84 I Isrza i 109 I 108 i 107 i 106 " Z " 207 � 296 1 205 204 � 203
s- toe e �za 13D OR SECTION R313 (R313.2.1)
loz 103 r '- Q 7
90 r 89 ' loa � 105 Amo zoe nr 209 � 210 i 211 2. APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED ON ALL NEW &EXISTING BUILDINGS IN SUCH A POSITION AS
I 94 .. 95 96 I 97 98 I 99 I I I I I 212 � 213 i ry J ��' r C� ��'�
L Is136.98 ;�f00 97 ' 96 � 95 I � 93 92 - , - 88 w 87'�o_ 14.1„a +��.Brrr 11'- � 1+��1-•1y�iio �p�o &�k eIYd TO BE PLAINLY VISIBLE &LEGIBLE FROM THE STREET OR ROAD PONYING THE PROPERTY. NUMBERS SHALL CONTRAST
101 93:1 13 , 12 11 � 10 I 9 � � p r'Uf•r�� -r�� �[11�7� I, Fx�l I I
I ♦s I I I I _
9;.50 WITH THEIR BACKGROUND.
/0504rp
-/O /099{ /0960 /0966 /0950 /0938 /0929 394 /0380 ,0352260 /0336 /0322 .... 8 /0256 /0292 /0223 /021= /0200 iRl 0£!. MAF 065
N. STEELING ROAD LAWRENCE E. STONE- ASSESSOR r� � •� � 3. FIRE SPRINKLER SYSTEM TO BE APPROVED UNDER SEPERATE PERMIT.
R.O.S. 544121
l Cadastr°I map for assessment purposes only. I� • � � �
Compiled under R. & T. Code, Sec. 327. � V
28 55 54 Effective Roll Year 2014-2015 � aii
PROPERTY
ENGINEERS,
GAJGINEER�, Inc.
S�+ IAr. P R C E PJ G S. CO lel
z
0
(n
Z
U
�
O
o
w
�
w
a
0
w
m
z
10410 N. APN U)
�C)
���
-ern
< '
Uj
Z) U) co
W z: .06
Z .S M
'E
�wo��
Z 1_U <
H
W
W Cn
0C
W
w O
J U
w
U !�
Z ti
W
uS ~
W CV O
m W U
Q m O (�
C�
w w U w
Z w U Z d
a
to O= �w�
z cnz�RO o�s 0 �
� LU 0 (0
QQ O z_j 3 CU
Q 0 o<w� E
DATE:
3/21 /2018
SCALE
AS SHOWN
ON PLANS
SHEET:
A-1
9F ■NEW HOUSE
■
e �n
u er i no
:326�3O�94
DRAWING INDEX SCOPE OF WORK: PROJECT DATA:
ARCHITECTURAL: 1 .DEMOLISH EXISTING TWO STORY HOUSE, COMPLETELY ON THE LOT. PROPOSED AREA CALCULATIONS
2 NEW HOUSE OF 4702 SQ.FT. AREAS AS PER THE PROJECT DATA. LOT AREA: 9375 SQ.FT.
A-1 COVER SHEET
A-2 PROPOSED SITE PLANS 1 F HOUSE AREA: 2093 SQ.FT.
A-2.1 PRIVACY PLANTATION DETAILS &STREET ELEVATION GARAGE AREA: 443 SQ.FT.
A-3 PROPOSED 2F SITE PLAN (REFERENCE WITH 1ST FLOOR) FRONT COVERED PORCH : 72 SQ.FT.
A-4 PROPOSED ROOFING PLANS PROJECT INFORMATION :
A-5 PROPOSED FLOOR PLAN REAR COVERED PATIO: 242 SQ.FT.
A-5.1 PROPOSED FLOOR AREA DIAGRAMS APN: 326-30-94 2F HOUSE AREA: 1676 SQ.FT.
A-6 FLOOR PLAN NOTES &DETAILS CONSTRUCTION TYPE: V-B 2F COVERED BALCONY: 176 SQ.FT.
A-7 PROPOSED ELEVATIONS-1 ZONING: R1-10 RESIDENTIAL TOTAL 4702 SQ.FT.
A-8 PROPOSED ELEVATIONS-2 LAND USE: (Res Low 1-5)
A-9 PROPOSED CROSS SECTIONS STORIES: 2 -RESIDENTIAL (PROPOSED)
A 10 CALGREEN CHECKLIST BED ROOMS: 5 ROOF OVERHANG =315 sq.ft
E-1 PROPOSED ELECTRICAL PLAN BATHS: 5 FULL
E-2 ELECTRICAL NOTES GARAGE: 2 CAR GARAGE
ALLOWABLE LOT COVERAGE :45% + 5% FOR ROOF
BUILDING CODES: 2016 CALIFORNIA BUILDING CODE OVERHANGS, PATIO, PORCH ETC.
2016 CALIFORNIA RESIDENTIAL CODE = 45% X 9375 + 5% X9375
2016 CALIFORNIA ELECTRICAL CODE = 4219 SQ.FT.+ 469 SQ.FT.
2016 CALIFORNIA MECHANICAL CODE = 4688 SQ.FT.
2016 CALIFORNIA PLUMBING CODE PROPOSED LOT COVERAGE _ (2093+ 443+72+242+315)
2016 CALIFORNIA ENERGY = 3165 SQ.FT.< 4688 SQ.FT.
2016 CALIFORNIA FIRE CODE
2016 CALIFORNIA GREEN BUILDING STANDARD CODE
CUPERTINO MUNICIPAL CODE ALLOWABLE FAR: 45% X 9375= 4219 SQ.FT.
ALL APPLICABLE LOCAL, COUNTY, PROPOSED FAR: (2093+443+1676)=4212 SQ.FT.< 4219 SQ.FT.
STATE AND FEDERAL CODES, LAWS
& REGULATIONS. 1ST FLOOR NET AREA: (2093+443)
OWNER'S INFORMATION: DMJ HOME SOLUTIONS =2536 SQ.FT.
PH. :408-614-0477 2ND FLOOR NET AREA: 1676 SQ.FT.
EMAIL: david@dmjhomesolutions.com 2ND FLOOR TO 1ST FLOOR RATIO: 1676/2536=66%
APN MAP VICINITY MAP GENERAL NOTES:
44 Fret-alltAtira � F F-rum�t Ay' ' ' ALL CONSTRUCTION SHALL COMPLY WITH ADOPTED ORDINANCES AND POLICIES OF THE GOVERNING AGENCY AND THE
O F F I C E O F C O U N T Y ASSESSOR SANTA C L A R A C O U N T Y C A L I F O R N I A � LATEST ADOPTED ADDITIONS OF THE FOLLOWING: 2016 CALIFORNIA BUILDING & RESIDENTIAL CODE (CBC, CRC), 2016
TRACT N° 783
O I GARDEN GATE VILLAGE ADDITION 326 30 CALIFORNIA PLUMBING CODE (CPC), 2016 CALIFORNIA MECHANICAL CODE (CMC), CALIFORNIA FIRE CODE (CFC), CALIFORNIA
56 ELECTRICAL CODE 2016, ,CALIFORNIA ENERGY CODE 2016, AND 2016 CALIFORNIA GREEN BUILDING CODE.
a I f .� � � THE CONTRACTOR SHALL ERECT AND MAINTAIN, AS REQUIRED BY EXISTING CONDITIONS AND PROGRESS OF THE WORK, ALL
BEARDON DRIVE � REASONABLE SAFEGUARDS FOR SAFETY AND PROTECTION INCLUDING POSTING DANGER SIGNS AND OTHER WARNINGS
/OSlI /0495 /04>5 l03>6 10355 /0325 0301 10265
113,9 B5 111.35 25 109-0 10266 10002 lice �x\\�N� II � � 4
17718 -I 044152 0 9059�Ca�^; 70'126 ,g m 12JF„R 122 fi8 ? � 67123 N, 148 Ora r ,� 41 181 AGAINST HAZARDS, PROMULGATING SAFETY REGULATIONS AND NOTIFYING OWNERS AND USERS OF ADJACENT UTILITIES.
J t70�L1=320-THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS, GRADES AND OTHER CONDITIONS, AND
N` 17619 � "43 5C '^ o„n t50%%! 69 127�1247zF;�1z1 ss sslz4 147 43 �^ s� 40 lag � 'r lie Ix 122 AMr HE SHALL CORRELATE ALL SUCH ITEMS AT THE JOB SITE. HE SHALL REPORT ANY DISCREPANCIES TO THE DESIGNER FOR
I m 153? a o o "� "
42 �°
-r
,_so 466x9-
12B3BCLARIFICATION AND/OR CORRECTION PRIOR TO BEGINNING ANY WORK.
17520 149 d7'�' 6B 128 x � W q
,yAz �41 154 123 �,.! 120 �0 s5125N 14644 391a3 -THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND COORDINATION OF ALL TRADES WITH THE GOVERNING
-
MAI,
� __141E1
<m
L74 21pm� 14848; 6712s -°-p° AGENCIES, AND SHALL PROVIDE ALL MATERIALS AND LABOR SHOWN IN THESE PLANS TO RENDER THE JOB COMPLETE.
h I� 40 155 74,�1 19 7t 6421z6 LL
zi !F u5 �
a �mn
38164 ,
75 Y 118 72 ' 127
ON.- O
1 136.69
173 � I5C.25
147494
66130 _ Qm ee �o &� 371a5 32 CHANGES TO THE PLAN DURING CONSTRUCTION OTHER THAN:
, 33_32 1z3aa o e
156 --
0
" � 144 46 "
121 s3
9.'19. _. ... _
1. CABINET CHANGES WHEN NOT BEING SUPPORTED ENTIRELY BY THE ROOF STRUCTURE
a� 172 z3 3e 157 1465°� 65 131 � a m„ 12076�� 117 73 ms 62212$ �1 1431547 3s 186 2. INTERIOR DOOR AND ZERO-CLEARANCE FIREPLACE RELOCATION SHOWN ON THE APPROVE PLANS,
2a n,s 9.s32.2s,- .
64 132 pr g'-16160 "" � m� 3. A SINGLE NONBEARING WALL RELOCATION WHEN NOT CREATING AN ADDITIONAL ROOM AND
" 128.20
125z� ile 741;3 185 a"!9 . 184 a x s 179 1
171 � 145 50 SF e m - 2�
37 158 'PLAN. n N -4 119 77 � "' m „ 129 1az 9 EldiiiCf lE� R4. SHALL CAUSE PLANS APPROVAL AND CONSTRUCTION TO BE SUSPENDED, A NEW PLAN CHECK (FOR u � i'I CilllflGil� FIS
8,9_ _129 va 12/93 4; 1-� 9,80082 N. COIL. o a 6 t N a ~ 3J 187 - It9.if. • 'r ,SN � - -- � - - "riiAi FINISHES;
INTERIOR NON-STRUCTURAL V V,
1!620 I �" �.
- ------ 183 5g a 180 g�mm �5
HE NEW PLAN
5241163 � CHANGES) ILL BE SUBMITTED FOR REVIEW AND APPROVAL THROUGH THE COMMON PLAN CHECK PROCESS.
170 25 i a 144 1-II 133 8 7e I ns 75 � w 80 130 lal 49 � las ------------------
36 +Iyer Z"N
8
_ 159 -sss� 18 79 116 7 18 � m
I ,� �- 143 53 162 134 1-1 W
= a °
169211 95 160 ^" e4--laz 94 a t t7 114 %6 59 191 140 32 189.-
129.94 50
i'a 24198 m.a 1 sm
mo _____ Wm CALGREEN NOTES:
o� 18827.., 169 54^161 188 go w'• - 113 77 �m�„� 58 132 I', 139 51 �a mw 32 190 ��---- - "�$�--125.°9--- n n�; PER CALIFORNIA CIVIL CODE ARTICLE 1101.4 AND CALGREEN SECTION 301.1, FOR ALL BUILDING ALTERATIONS OR
tet
____NZN 129.90 -1 129.94 "��,....__. ._24298 i 196 2s �h�q� 23 ,ss , 2 goo IMPROVEMENTS TOASINGLE FAMILY RESIDENTIAL PROPERTY, EXISTING PLUMBING FIXTURES IN THE ENTIRE HOUSE
N o _
4 0 1 z.s9 -
z
W$� t87� 4 Toa 14t 5531 Go 136
aoLLoN 115 81 X11 II2 78 IN
�oL "
33 162 1ooa� =1628 � 52 �oaa� 31 191 THAT DO NOT MEET COMPLIANT FLOW RATES WILL NEED TO BE UPGRADED. WATER CLOSETS WITH A FLOW RATE
129.94 I- _129%
- xa 57
133
I
1a4b8 _
neAl l 195 10410 North
ese '. �.-,1.13 8 � S- 9959 T s4.4z
�4 27 22 200 6 3 > °'
W m � 296,r9i- g �, t37 134 135 136 137 � F 192 I 193 •
� o------ IN i 32 140 ��'. 59 4 EXCESS OF 1.6 A m a 114 82 nll 111 79 � m I i ----as.ze ----- --- li � on m
166 , 1s41�1s35s„ 55 54'� 194 -aW`a �� 2.5 gpm WILL NEED TO BE REPLACED WITH A MAXIMUM 2.0 pgp
13618 - ��I � � � gp
SHOWER HEADS WITH A FLOW RATE GREATER THAN
- _ _ ixazn_ -- is 30 AI 29 I 'R
' 201 ,n
" fs53o�, r t3gs7�; 5a 13a11383u� 110 80 'B�q g 28 NW$'_-21� 5 4 �a a SHOWER HEAD. LAVATORY AND KITCHEN FAUCETS WITH A FLOW RATE GREATER THAN 2.2 gpm WILL NEED TO BE
29.99' ,3.50 ,3.50 � - 5o %A 41 133 q 20 11,3_q - 9
16.
2 3i � �������� REPLACED WITH A FAUCET WITH A MAXIMUM FLOW RATE OF 1.5 gpm (OR 1.8 gpm FOR KITCHEN FAUCETS).
/05/0 /0499 F� /0450 /0424 130 __ /0322 /0308 5i /0256 /0242 O ,459 2020
GLENCOE DRIVE 2°B4sm � 635D °g09 GLENCOE DRIVE � a �LC���
056 09596 /°q5, 5> ,°as, /0955 /09// 099 ` 112'01 81 dj ro399 ,w53 3° oes3> ,°253 /0226 -j"
'.6'
_alis a tia RESIDENTIAL FIRE SPRINKLER NOTES:
, si I I I °,59 /059 55 35.01 Zt,9$ 3(66, _--11114 Q
r 103 91
�to4 i 105 toss 107; to8 � log, at�o;l �t1 e2 "IIS a3 II e4 asoa q" 15 � is �7 � �fa � �9 � 3 6 1. AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE DESIGNED &INSTALLED IN ACCORDANCE WITH NFDA
a i 90 1 89 j B8 1 87 I 86 1 85 I 84 I Isrza i 109 I 108 i 107 i 106 " Z " 207 � 296 1 205 204 � 203
s- toe e �za 13D OR SECTION R313 (R313.2.1)
loz 103 r '- Q 7
90 r 89 ' loa � 105 Amo zoe nr 209 � 210 i 211 2. APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED ON ALL NEW &EXISTING BUILDINGS IN SUCH A POSITION AS
I 94 .. 95 96 I 97 98 I 99 I I I I I 212 � 213 i ry J ��' r C� ��'�
L Is136.98 ;�f00 97 ' 96 � 95 I � 93 92 - , - 88 w 87'�o_ 14.1„a +��.Brrr 11'- � 1+��1-•1y�iio �p�o &�k eIYd TO BE PLAINLY VISIBLE &LEGIBLE FROM THE STREET OR ROAD PONYING THE PROPERTY. NUMBERS SHALL CONTRAST
101 93:1 13 , 12 11 � 10 I 9 � � p r'Uf•r�� -r�� �[11�7� I, Fx�l I I
I ♦s I I I I _
9;.50 WITH THEIR BACKGROUND.
/0504rp
-/O /099{ /0960 /0966 /0950 /0938 /0929 394 /0380 ,0352260 /0336 /0322 .... 8 /0256 /0292 /0223 /021= /0200 iRl 0£!. MAF 065
N. STEELING ROAD LAWRENCE E. STONE- ASSESSOR r� � •� � 3. FIRE SPRINKLER SYSTEM TO BE APPROVED UNDER SEPERATE PERMIT.
R.O.S. 544121
l Cadastr°I map for assessment purposes only. I� • � � �
Compiled under R. & T. Code, Sec. 327. � V
28 55 54 Effective Roll Year 2014-2015 � aii
PROPERTY
ENGINEERS,
LEGEND PROPOSED- Pinus Helipensis-
Aleppo pine
WALLS 4w/1
ROOF LINE
\ PROPOSED (N) GLOSSY
TURF ° PIVET TREES
SURFACE /
PLANTING AREA FOR PROPOSED DROUGHT
GROUND COVERS/ TOLERANT PLANTS/SHRUBS
DROUGHT TOLERANT 00
PLANTS
LANDSCAPE IRRIGATION
AUTOMATIC IRRIGATION SYSTEM CONTROLLERS FOR LANDSCAPING
PROVIDED BY THE BUILDER AND INSTALLED AT THE TIME OF FINAL
INSPECTION SHALL COMPLY WITH THE FOLLOWING:
A. CONTROLLERS SHALL BE WEATHER OR SOIL MOISTURE BASED
CONTROLLERS THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE T(
CHANGES IN PLANTS' NEEDS AS WEATHER CONDITIONS CHANGE.
B. WEATHER BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR
COMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHALL
HAVE A SEPARATED WIRED OR WIRELESS RAIN SENSOR WHICH CONNECTS
OR COMMUNICATES WITH THE CONTROLLER. CGBSC 4.304.
�.
WNTRACTOR IS RES PONSIB LE FO R D UST CONTROL IN D E NS URING
TH E AREA ADJAC ENT TO T RE WO RK I S LEFT IN A CLEA T CON DIT10 N.
-a. THE CO NTk-kCT0 P SI LkLL Pk0VIDETREE Ppo'r m. ION
PLATO R TO ACCONI PLISH ING ANrY WO RK O R RE, MOVTNG ANTY TIDE ES,
B. Un LTZE BEST M ANAGEMENT PRACTICES ( BNT VS) , AS REQ11T RED BY
THE STATF. WATF.R RE,90U RC ES CONTROL. 60A RD, FOR ANY AC71VIn'.
WH TC H DI STI ] RBS SO I L.
4. ALL ROOF D RAI SAND/ OR IRO S POTTTS S HALL BE DRAB E D
SREET FLOW 5 rb AWAY FROM THE BI ILDINC. AN D MAY BE C()LLECTLI
BY DRA[NAG E IN LET CONNECTED -R) PUBLIC ST€SRM DRAIN FACILITY .
TF AND ONLY TF 71-1E DRAfNAGR 1Si THt{,1-1TLI.STDE ARBA CAN THE
WVX= BE 1)1REC?11Y CONNECTED'rn'1117H B PUBLIC STORM DRAIN.
5+ SPL�S H BLOCKS TO BE PLACED AT L.r r�tl DOWN SPOUT,
S ?LASH BLOCKS TO BE MIN. 24" DEEP X i84'WIDE.
6- GRA DENTC. TO BE Mf I .5 AWAY FRONI H01 TSE.
RESIDENTIAL LANDINGS & THRESHOLDS SECTIONS
R311.3 & R311.7.6
R311.3 FLOORS AND LANDINGS AT EXTERIOR DOORS.
THERE SHALL BEA LANDING OR FLOOR ON EACH SIDE OF EACH
EXTERIOR DOOR. THE WIDTH OF EACH LANDING SHALL NO BE
LESS THAN THE DOOR SERVED. EVERY LANDING SHALL HAVE A
MINIMUM DIMENSION OF 36 INCHES MEASURED IN THE
DIRECTION OF TRAVEL. EXTERIOR LANDINGS SHALL BE
PERMITTED TO HAVE A SLOPE NOT TO EXCESS 1/4 UNIT
VERTICAL IN 12 UNITS HORIZONTAL (2 PERCENT)
R311.3.1 FLOOR ELEVATIONS AT REQUIRED EGRESS DOORS.
LANDINGS OR FLOORS AT THE REQUIRED EGRESS DOORS
SHALL NOT BE MORE THAN 1 1/2 INCHES LOWER THAN THE TOP
OF THE THRESHOLD. EXCEPTION: THE EXTERIOR LANDING OR
FLOOR SHALL NOT BE MORE THAN 7 3/4" INCHES BELOW THE
TOP OF THE THRESHOLD PROVIDED THE DOOR DOES NOT
SWING OVER THE LANDING OR FLOOR.
NEW OR REPLACED WINDOWS, WINDOWS U -FACTOR OF 0.32
(CENC TABLE 150.1-A)
METHOD OF TREE PROTECTION:
_34 1-ilich Waniing Si�Rs
ow �Lwbsid&
eiEh2r !0 x 1 ree L?i9ru�ECr.
_ -_-=arT�.-tai;- --
1 113r13L I' 1S SE7i-•llC11
Chin [i* &MV,
Ly'11�"�
AC
M'arrr �
Type 11 Tree
}-:Li-'I:t i}L (7PW5E� P]$S'ILC PC,tl4111
tuy Prr 17oea1 Ircncl
iYWrWid u'itkL
t°d yV.PRCENGS.CO10
}-IWh Thick Wooden Slzila
z
0
G
PROPOSED HARDSCAPE
—►
for sLLs;IrlcEi6eY6
� .
_ _-tip
W
Z
REQUIRED FRONT
'
C10
W
Restricted 11so for
0
L3ccs in sidew Ilecute � '
u'Ci�S Orin.
U)
SURFACE
!PROPOSED
FRONT YARD isq.ft.)
1500 .e. s ft.
Por 4111 Ordinance Piot&ied and a4sigez,rad
Type 1 -free Protection IE0C&.A8 liodIn, [lie site qKal1w
[L�e prtacrkrariL3o.rt-}wri {1 Plt) prt�:LrrLl by tax'
aPPlick,E`s project artrorisras diapLiamed on th, plans.
Note: Ordinarlce Protected & Designated Trees. Issuance
of a permit requires applicant's project arborist
written verification Type I is h5taIled correctly
according to the plans and Tree Preservation Report
Any ir"-armru s &walk or
cklylb veplace 310t M ftChChiQ2
FU]Ldrt%ap�Tukktl r
Lo ouycrbian�l+c-:urY�'�
Fe3tcing nulsI provi&PLIblic:PassW
while pruicrtOg sh ozi,cr Lead in ZI'Z,
Note: Street Trees. Issuance of a permit requires
Public Works Operations inspect -ion acrd signed
approval on the Street Tree Verification (STV)
forrn provided.
Type III Tree Protection
{to b-- u d (Aqy WILIN 71M'ova� {7f t S4+1t4 W(Aks ()p:ja1iauy)
Free. enciprq is rc }rued and shall be erected be fare demolition, grading or const rcrio" begins.
(N) U-0" HIGH
WOOD FENCE
W
LUH
N
z
J
LU
In
O
Try
I
I
SITE DRAINAGE NOTE:
BUIDING CONTAINS RWL FOR ROOF DRAINAGE. RWL SPOUTS ARE
DIRECTED AWAY FROM BUILDING WITH APPROVED SPLASH
BLOCKS. THE SITE SHOULD BE FINE GRADED TO PROVIDE MIN. 5%
SLOPE AWAY FROM BUILDING PERIMETER AND ADJACENT
PROPERTY LINES. IN NO CASE SHALL THE FINISH GRADING
RESULTS IN AN INCREASE IN SHEET FLOW ONTO ADJACENT
PROPERTIES.
PROPOSED (N) FRONT YARD
TREE- MANGNOLIA
GRANDIFLORA
min. 24" box tree 8'-0" in ht.
SIDEWALK
PROPOSED LAWN W w
ARLA= X140 SO.P'T.
(N) LANDSCAPE D-
S,URFACF
�W�W�W N WWF Ww
w1 1 114, W „yWy
0
m
NOTE:
1) NO (E) TREES TO BE REMOVED ON THE LOT.
2) FOR PRIVACY PLANTATION DETAILS , REFER SHEET A-2.1
(N) DRIVEWAY 'T
CV
- — — _4
20'
PROPERTY LINE 75 FEET
N STELLING AVE_ I
PROPOSED FIRST FLOOR SITE/ROOF PLAN
SCALE 1/8"=1'
(N) 6'-0" HIGH WOOD
FENCE
(N) FURNACE
(N) WATER HEATER
(N) 200 AMP
ELECTRICAL PANEL
(N) ELECTRICAL METER
(N) GAS METER
E SEWER CLEANOUT
WALKWAY OF
PROFESSIONAL
PERMEABLE
t°d yV.PRCENGS.CO10
_ MATERIAL
F
z
0
G
PROPOSED HARDSCAPE
L
a
SURFACE IN THE
U)
W
Z
REQUIRED FRONT
'
C10
W
YARD=480 SQ.FT. (32% OF
0
I(N)LANDSCAPED
THE TOTAL REQUIRED
U)
SURFACE
!PROPOSED
FRONT YARD isq.ft.)
1500 .e. s ft.
J
DROUGHT
ITOLERENT
0-
ZT_UQ
I PLANTIX
12'-
AAAA
NOTE:
WATER -EFFICIENT LANDSCAPE CHECKLIST, COMPLETE & DETAILED
LANDSCAPE PLANS & IRRIGATION PLANS SHALL BE SUBMITTED PRIOR
TO PERMIT ISSUANCE.
m � I
r—
_L
m
SIDEWALK
PROPERTY LINE 75 FEET
NOTE: OVERALL (N) PROPOSED LANDSCAPED
SURFACE ON THE LOT =2205 SQ.FT. <2500 SQ.FT.
TOTAL PROPOSED TURF AREA=549 SQ.FT. (25%)
WATER -EFFICIENT LANDSCAPE CHECKLIST,
COMPLETE & DETAILED LANDSCAPE PLANS &
IRRIGATION PLANS SHALL BE SUBMITTED PRIOR
TO PERMIT ISSUANCE.
C/L N. STELLING AVE.
PROPOSED SECOND FLOOR SITE/ROOF PLAN
SCALE 1/8"=1'
�C/L
;I
PROFESSIONAL
ENGINEERS, Inc.
t°d yV.PRCENGS.CO10
O
z
0
G
�C)
L
a
a
U)
W
Z
C)
w
'
C10
W
O
0
.�
�
M
U)
ry_�a��t�
�
J
W
0-
ZT_UQ
O
Lu
Q
LLi J
a.
0
p
LL]
m
w
aLU
z
DATE:
3/21/2018
SCALE
AS SHOWN
ON PLANS
SHEET:
A-2
LL
1
' O
O
w Ci U
G
�C)
L
W w � U W
a
U)
Q
'
C10
W
H
Z
.�
�
M
O
afwo�a-
ry_�a��t�
�
J
0-
ZT_UQ
DATE:
3/21/2018
SCALE
AS SHOWN
ON PLANS
SHEET:
A-2
LL
1
' O
O
w Ci U
G
O
W w � U W
a
co
4 z a-
Z w Uco
W
Z
v J Z (n � ^0 O
(
H
U)
U)
Z
ry_�a��t�
0
J
W
a
O
LLi J
a.
p
w
aLU
DATE:
3/21/2018
SCALE
AS SHOWN
ON PLANS
SHEET:
A-2
U �
Z - ~
1
' O
m
w Ci U
G
O m cu))
p
W w � U W
a
co
4 z a-
Z w Uco
0 1:
Z
v J Z (n � ^0 O
(
LL Z
LLO
O zJ:�; CU
M
o
ry_�a��t�
DATE:
3/21/2018
SCALE
AS SHOWN
ON PLANS
SHEET:
A-2
------------
NOTE: NO (E) TREES TO BE REMOVED ON THE LOT.
PRIVACY PROTECTION NOTES:
1. THE PROPERTY OWNER SHALL RECORD A COVENANT ON THE
PROPERTY FOR THE NEW TRESS/SHRUBS FOR PURPOSE OF
REQUIRED PRIVACY PROTECTION & REQUIRED FRONT YARD TREE.
2. FOLLOWING COMPLETION OF CONSTRUCTION, AN AFFIDAVIT
FROM AN ISA -CERTIFIED ARBORIST SHALL BE PROVIDED
CONFIRMING THAT THE NEW TREES HAVE BEEN PLANTED
PROPERLY AND ACCORDING TO PLAN.
PROPOSED (N) GLOSSY
PIVET TREES TO BE
PROVIDED IN THE SIDE
YARD FOR PRIVACY
PLANTATION.
min. 15 Gallon with a
planting ht. of 6'-0"
LOT 326-30-95
PROPOSED (N) FRONT YARD
TREE- MANGNOLIA
GRANDIFLORA
min. 24" box tree 8'-0" in ht.
TR.
TR.
LEGEND
PROPOSED- Pinus Helipensis-Aleppo PROPOSED- Pinus Helipensis-
pine (n) min. 24" box tree 8'-0" in ht. to Aleppo pine
be provided for privacy plantation in the
rear yard to be spaced @ 10'-0" max.
/ PROPOSED (N) GLOSSY
° PIVET TREES
ROPOSED (N) GLOSSY
IVET TREES TO BE
ROVIDED IN THE SIDE
4RD FOR PRIVACY
LANTATION.
in. 15 Gallon with a
anting ht. of 6'-0"
NEIGHBORING BUILDING ELEVATION
PROPOSED FRONT (WEST SIDE) ELEVATION
SCALE 1/8"=1'
NEIGHBORING BUILDING ELEVATION
;4E
r
�o
L
—�o)
Lu t Q '
U O
W = Z C N
3 O L M
� W
0- Z '- U Q
Z Z
0 0
a ~
� a
Z Cl) W
Q J J
� � W
>_ W W
v a Lu
wQ W
W
a °8
W
U)
U �
— � go -
(if
lY oN O
m W U
Lu C7m �Ocn
C�
W W U w
W ZI,IQ4za
Z U)zci)o0LL
- u) (L Z
LL
12 p Q W E
DATE:
3/21/2018
SCALE
AS SHOWN
ON PLANS
SHEET:
A-2.1
ENGINEERS,
GhIGINEERS, Inc.
t°J :°1''Ar. P R� E hJ G S. CO lel
z
O
Z w
O o
W
� w
Q
0
Lu
m
z
;4E
r
�o
L
—�o)
Lu t Q '
U O
W = Z C N
3 O L M
� W
0- Z '- U Q
Z Z
0 0
a ~
� a
Z Cl) W
Q J J
� � W
>_ W W
v a Lu
wQ W
W
a °8
W
U)
U �
— � go -
(if
lY oN O
m W U
Lu C7m �Ocn
C�
W W U w
W ZI,IQ4za
Z U)zci)o0LL
- u) (L Z
LL
12 p Q W E
DATE:
3/21/2018
SCALE
AS SHOWN
ON PLANS
SHEET:
A-2.1
ENGINEERS,
GhIGINEERS, Inc.
t°J :°1''Ar. P R� E hJ G S. CO lel
z
O
Z w
O o
W
� w
Q
0
Lu
LEGEND
WALLS
ROOF LINE
2F HOUSE
FOOTPRINT
L---- 1F WALLS
PROPOSED- Pinus Helipensis-
Aleppo pine
PROPOSED (N) GLOSSY
PIVET TREES
PROPC
SCALE 1/8"=1'
D REAR SETBACK LINE
COVERED BALCONY
i
M
2ND FLOOR HOUSE
F O O T P R I N T/////,,,,,,,,
uVi
7TI-F 11 ly-----�
EQUIIPZE FRONT SETBACK LI I I I — — — —
N
SIDEWALK
N. STELLING AVE.
ED SECOND FLOOR
PROPERTY LINE 75 FEET
ITE PLAN( REFEREN
I
I
�J
III
AI,
� IILu
All
i� II
I II�
\
"II
II
II \
II
�I w
II II II w
II I I 11ILL
II II � II
z
'N —
/ II J
II IIS
II \ Iw
10-
1II O
II 15'
I� \
}I
II
�Ioof
III III
Lu
II I II
IIS I II
II I II
II III
III ,I II
I
I
I
�I
i
I
I
I
I
I
C/L
E WITH THE FIRST FLOOR
'
o
z
0
m
a
2ND FLOOR HOUSE
F O O T P R I N T/////,,,,,,,,
uVi
7TI-F 11 ly-----�
EQUIIPZE FRONT SETBACK LI I I I — — — —
N
SIDEWALK
N. STELLING AVE.
ED SECOND FLOOR
PROPERTY LINE 75 FEET
ITE PLAN( REFEREN
I
I
�J
III
AI,
� IILu
All
i� II
I II�
\
"II
II
II \
II
�I w
II II II w
II I I 11ILL
II II � II
z
'N —
/ II J
II IIS
II \ Iw
10-
1II O
II 15'
I� \
}I
II
�Ioof
III III
Lu
II I II
IIS I II
II I II
II III
III ,I II
I
I
I
�I
i
I
I
I
I
I
C/L
E WITH THE FIRST FLOOR
;4E
�C)
�L�
— � rn
Lu
Q '
U) CO
W 0 Z .� M
3 0
ID
� w C)
Z , U Q
� W Z
U) Z a
LL a.
N WLL
V.-
W WLL
W
U) W _
0
�aZ=
O
w a a
2
U)
U �
Z ti
CV O
m W U
(D 00 sOc
CD
zw W 4 U W
a- Z w U 4 Z d
a
w
to O =
Ld
Z co co �LL
co O�az
�O z��'cu
E CO
DATE:
3/21/2018
SCALE
AS SHOWN
ON PLANS
SHEET:
A-3
PROFESSIONAL
ENGINEERS,
Inc.
1'Y.PROENGS.CAt41
z
0
a
Z
w
O_
o
W
Q
0
w
m
z
;4E
�C)
�L�
— � rn
Lu
Q '
U) CO
W 0 Z .� M
3 0
ID
� w C)
Z , U Q
� W Z
U) Z a
LL a.
N WLL
V.-
W WLL
W
U) W _
0
�aZ=
O
w a a
2
U)
U �
Z ti
CV O
m W U
(D 00 sOc
CD
zw W 4 U W
a- Z w U 4 Z d
a
w
to O =
Ld
Z co co �LL
co O�az
�O z��'cu
E CO
DATE:
3/21/2018
SCALE
AS SHOWN
ON PLANS
SHEET:
A-3
PROFESSIONAL
ENGINEERS,
;;Lg
N
m ET
I II II ,LLI
II
u u LJ u u LJ u u LJ u u u l
u lu a lu a lu u u ��� a lu a lu a lu a lu
1_LL
cf) C-)�uuuu �u� U)
mLLAi--L Lj_LL
m
�u ��—Lil—L—h L LIL_l� F,
—1 ��
uuul ��
3:12
L LL—At D
3:12
_� �1
L u L�
m
j �1 III 131:121
L Li I F �-� 3: 12 U')
u � Ll yj
L---------
U � � o �
= Zo L M
N
W O W
LL Z U Q
I.
N) FIXED SKYLIGHT 2'x 2'
r VELUX FIX TEMP
ITEM# 317860
I � MODEL# FS C06 2005 W/
IAPMO-ES REPORT # 199LL
(n
3:12
u �Q
u� �� a u� ROOF SHINGLES MIN. CLASS "C" W J
Ll O�
mLLI Z
L �'
m LL
a O
/ I L LU O
J
/ ----r—LLL ---------
�3
��I���i�i��i1���1�� W
W_
3:12
� �_
3:12
3:12
N
Co u u u u u u u u u
Z
u
N O
z> o v)
m p C7m
Lo
Z w i U w
IL Q w Q Z
cn o=v�wU�
�I z UZ(o0-o
W O (D
L�-)_�._
0
E CoCu
DATE:
3/21/2018
SCALE
AS SHOWN
ON PLANS
SHEET:
PROPOSED FIRST FLOOR ROOFING PLAN PROPOSED SECOND FLOOR ROOFING PLAN A-4SCALE 1/4"=1' SCALE 1/4"=1'
��o�EssfONAr_
GINEER�, Inc.
1'Y. PFZO E t� G S. t'A t41
Z
O
a
Z
W
O
o
W
Q
D
W
m
z
;;Lg
N
m ET
I II II ,LLI
II
u u LJ u u LJ u u LJ u u u l
u lu a lu a lu u u ��� a lu a lu a lu a lu
1_LL
cf) C-)�uuuu �u� U)
mLLAi--L Lj_LL
m
�u ��—Lil—L—h L LIL_l� F,
—1 ��
uuul ��
3:12
L LL—At D
3:12
_� �1
L u L�
m
j �1 III 131:121
L Li I F �-� 3: 12 U')
u � Ll yj
L---------
U � � o �
= Zo L M
N
W O W
LL Z U Q
I.
N) FIXED SKYLIGHT 2'x 2'
r VELUX FIX TEMP
ITEM# 317860
I � MODEL# FS C06 2005 W/
IAPMO-ES REPORT # 199LL
(n
3:12
u �Q
u� �� a u� ROOF SHINGLES MIN. CLASS "C" W J
Ll O�
mLLI Z
L �'
m LL
a O
/ I L LU O
J
/ ----r—LLL ---------
�3
��I���i�i��i1���1�� W
W_
3:12
� �_
3:12
3:12
N
Co u u u u u u u u u
Z
u
N O
z> o v)
m p C7m
Lo
Z w i U w
IL Q w Q Z
cn o=v�wU�
�I z UZ(o0-o
W O (D
L�-)_�._
0
E CoCu
DATE:
3/21/2018
SCALE
AS SHOWN
ON PLANS
SHEET:
PROPOSED FIRST FLOOR ROOFING PLAN PROPOSED SECOND FLOOR ROOFING PLAN A-4SCALE 1/4"=1' SCALE 1/4"=1'
��o�EssfONAr_
GINEER�, Inc.
1'Y. PFZO E t� G S. t'A t41
Z
O
a
Z
LEGEND FLOOR PLAN NOTES:
BATHROOMS & KITCHEN:
TUB/SHOWER AND WATER CLOSET REQUIREMENTS:
12OF
a. 22" MIN SHOWER DOOR CLEARANCE
a. THE MIXING VALVE IN A SHOWER (INCLUDING OVER A TUB) SHALL BE PRESSURE BALANCING
)R
b. TEMPER GLAZING FOR THE SHOWER DOOR AND SLIDING WINDOWS. CEMENT BOARD SUBSTRATE FOR
SET AT A MAXIMUM 120 DEGREE F. THE WATER -FILLER VALVE IN BATHTUBS/WHIRLPOOLS
WALLS - ALL WINDOWS SHALL BE DUAL PANE UNLESS OTHERWISE NOTED. AND SAFETY GLASS (TEMPERED
SHOWER WALLS.
SHALL HAVE A TEMPERATURE LIMITING DEVICE SET AT A MAXIMUM OF 120 DEGREE F. THE
GLASS) TO BE PROVIDED FOR DOORS AND WINDOWS ADJACENT TO OPENINGS. ALL WINDOWS IN
c. LAVATORY FACETS TO HAVE A FLOW RATE OF 1.5 GPM OR LESS AT 60 PSI. (CALGREEN 4.303.1)
WATER HEATER THERMOSTAT CANNOT BE USED TO MEET THESE PROVISIONS. (CPC 408.3,
BATHS, AND IN WINDOWS WHERE EXPOSED BOTTOM EDGE OF GLAZING IS LESS THAN 18" ABOVE
d. WATER CLOSETS TO HAVE A FLOW RATE OF 1.28 GALLONS/FLUSH OR LESS. (CALGREEN 4.303.1)
409.4)
FLOOR.
e. CEMENT BOARD SUBSTRATE (IE. DUROCK OR WONDERBOARD.ETC) FOR TILE APPLICATION
b. NEW OR RECONFIGURED SHOWER STALL SHALL BE A MINIMUM FINISHED INTERIOR OF 1,024
- CONTRACTOR TO PROVIDE CERTIFICATE OF COMPLIANCE FOR INSULATION FOR R-13 WALL, R-19
SURROUNDING THE BATH TUB WALLS.
SQUARE INCHES, BE CAPABLE OF ENCOMPASSING A 30 INCH DIAMETER CIRCLE. ANY DOORS
CEILING OR BETTER.
f. KITCHEN FAUCETS TO HAVE A FLOW RATE OF 1.8 GPM OR LESS AT 60 PSI. (CALGREEN 4.303.1)
SHALL SWING OUT OF THE ENCLOSURE HAVE A CLEAR OPENING OF 22 INCHES MINIMUM. (CPC
- WATER METER MUST BE INSTALLED PRIOR TO FINAL INSPECTION AND MUST NOT BE LOCATED IN
g. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BE
408.5, 408.6)
DRIVE OR APPROACH WHERE REQUIRED.
FINISHED WITH A NONABSORBENT SURFACE TO HEIGHT NOT LESS THAN 6 FEET ABOVE THE FLOOR PER
c. SHOWER STALLS AND BATHTUB WITH SHOWER HEADS INSTALLED, SHALL HAVE WALLS
- ALL WEATHER STRIPPING, CAULKING, AND SEALING OF EXTERIOR DOORS, WINDOWS, AND BLDG.
CRC R307.2.
FINISHED WITH A NON-ABSORBENT SURFACE FOR A MINIMUM OF 6 FEET ABOVE FLOOR. (CBC
ENVELOPE OPENINGS, AS REQUIRED BY THE C.R.C. SHALL BE SUBJECT TO FIELD INSPECTION.
-ALL HOSE BIBS INSTALLED SHALL BE PROTECTED BY AN APPROVED NON -REMOVABLE TYPE BACK FLOW
1210 AND CRC R307.2)
- ALL MANUFACTURED DOORS AND WINDOWS SHALL BE CERTIFIED AND LABELED.
PREVENTION DEVICE.
d. THE WATER CLOSET SHALL HAVE A CLEARANCE OF 30 INCHES WIDE (15 INCHES ON CENTER)
- NAILING SPECIFIED WITHIN THE STRUCTURE CALCULATIONS AND DETAIL SHALL BE DONE USING
- BATHROOMS, WATER CLOSET COMPARTMENTS, LAUNDRY ROOMS, ETC., SHALL BE PROVIDED WITH
AND 24 INCHES IN FRONT) (CPC 402.5).
COMMON NAILS. PROVIDE I.C.0 APPROVAL PRIOR TO THE INSTALLATION OF AN ALTERNATE FASTENER.
NATURAL VENTILATION BY MEANS OF OPENABLE EXTERIOR OPENINGS W/AN AREA OF NOT LESS THAN 1/20
e. WHERE THE WATER CLOSET (OR OTHER PLUMBING FIXTURE) COMES INTO CONTACT WITH
- PIPING IN UNCONDITIONED SPACE LEADING TO AND FROM WATER HEATERS SHALL BE INSULATED
OF THE FLOOR AREA W/MIN. OF 1-1/2 SQ.FT. OR 5 AIR CHANGES PER HOUR.
THE WALL OR FLOOR THE JOINT SHALL BE CAULKED AND SEALED TO BE WATERTIGHT. (CPC
WITH AN INSTALLED THERMAL RESISTANCE OF R-3 OR GREATER FOR FIVE FEET OF PIPE CLOSEST TO
- WALL SURFACE BEHIND CERAMIC TILE OR OTHER FIN. WALL MATERIALS SUBJECT TO WATER SPLASH
402.2)
THE WATER HEATER, OR WHATEVER SHORTER LENGTH IS IN UNCONDITIONED SPACES.
SHALL BE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. (APPROVED WR GYP. BD.
- LOCATE AND EXPOSE ALL PROPERTY CORNERS AND STRING THE SIDE YARD PROPERTY LINES
- FOR KITCHEN, A CLEAR PASSAGEWAY OF NOT LESS THAN 3 -FEET BETWEEN THE COUNTER FRONTS
INSTALLED ACC. TO C.B.0 4712.)
PRIOR TO FOUNDATION INSPECTION.
AND APPLIANCE OR COUNTER FRONTS AND WALLS. CBC 1208.1
- PRIOR TO BUILDING FINAL INSPECTION AN 'APPLIANCE CERTIFICATE', SIGNED BY THE INSTALLER OR GEN.
CONTRACTOR, SHALL BE POSTED INA CONSPICUOUS LOCATION.
,
G51
LCi
r
ti
G52
48'-8"
26-7" 20'-6"
2-8 101-211 41 4-2 4-3 6-7 3-2 3-2 7-7
ti
COVERED PATIO 30b)56 306 5G 30056
26'-11" X 9'-0" 3020FX 3020FX 3020FX
264050 264050: 2080FX 6080 - 2050FX
19'-10"
,I I
1'-7"
I figI
-J
12'-9"
11'-10"
� O
KITCHEN +
15'-0" x 19'-9" r
4' / FAMILY"
- — - I 20'-0" x 21'-0
I 41_611;A
/
I HH
-
I _ DINING Ln N
00 - 11'-5" x 19'-6" \
I I
I I
I I
I I
L J I O
L __j
15' 11'-5" 20'
46'-5"
2468
-13'-5" 5 5._6.1
PANTRY ` �1
T-0" x T-6" -
M
15' -1 PWDR/
ao
BATHQo_
3'-3" 3'-6" 5-6° x s' -o° I BEDROO ' -1
I ( II
14'-0" x 11'-6
2468 I �J t
... = 14'-
31-4
IV
4'3'-4" -
N
16'-6"
6568
�sTORAG WH CLOSET
2'-2" x 2'-0"::]
8'-0" x 2'-0"
u
ry
511 20 MIN. FIRE -RATED DOOR AS EMBLY�
OR SELF LOSING, SELF LATCHING &
W/1 3/8" SOLID CASING DOOR CRC
(n R302.5.1) EFER DETAIL ONS EETA-6
Q X
O
U -I
o06
CD 00
� N
co
m
Co
o O
3'-6"
r
N
N GARAGE
;Y N 20'-0" x 20'-0"
o
10•,
N 1 LAYER OF 5/8" TYPE "X" GYPSUM TO
BE APPLIED ON THE GARAGE WALL
>TORAGE o
2'-0" x 2'-6"
6080
C:)
ffi
12OF
m
-I
)R
T_
Co
00
W
'
711 x
1.611Lo
'
Co
W
O
Lo
o O
3'-6"
r
N
N GARAGE
;Y N 20'-0" x 20'-0"
o
10•,
N 1 LAYER OF 5/8" TYPE "X" GYPSUM TO
BE APPLIED ON THE GARAGE WALL
>TORAGE o
2'-0" x 2'-6"
6080
PROFESSIONAL
ffi
12OF
m
Z
)R
H
ti
00
W
'
711 x
1.611Lo
'
Co
PROPOSED FIRST FLOOR PLAN
SCALE 1/4"=1'
2'-1"-
52'-2"
G52
FROM FLOOR TO ROOF AND ON THE
— —CEiEIN$ FOR -SEPARATION
BETWEC
THE GARAGE &LIVING SPACES.(CR
SEC. R302.6 & TABLE R 302.6)
16 80
10'-5" E 10'-3"
20'-8"
w
G51 G51
052
COVERED BALCONY
23'-7" x T-7"
23'-6"
17'-4"
ti 31-211 41-311 41-211
26305G 2050FX 6080 208d
4'-1 " 5'-6" -
yr
SHOWER CY)
4'-2" x T-6"
co D�
� 2468
I ,
3'-9"
MASTER BDRM
ry�b� 17'-3" x 19'-0"
5'-7" _
00
MASTER
o BATH I�
10'-0" x 10'-8" I
� � I
N
ffi
10' di
WALK-IN CLOSET
10'-0" x 6-0"
Co O
It
7'
5'-4"
CLOSET
T-0" x 5'-0"
2468
I
N
w ao�I :::: T - IN/
I
4368 Q'-611 2668
CLOSET
" T - V
T-6" x 2' - Lo -
I '
Ll 2116
LAUNDRY 3'-10" 3'-6"
8'-0" x 5-6" N
1
81-1011 2668
1'-711 ti HALL
- �` 10'-6" x 15'-9"
ON
10'-1"
Lf?
13'-5"
I
OPEN BELOW
13'-4" x 14'-4"
LLL
PROPOSED SECOND FLOOR PLAN
SCALE 1/4"=1'
G52
3'-6"
2668
32'-5"
8'-2"
4'-3" 31-1111-
264)5H
'-11"-264 5H
11311
L
BATH
7'-6" x 5'-0" o
2468
BEDROOM
12'-10" x 11'-0"
C
i
0
12'-10" m
f
WALK-IN w
CLOSET j� o
a' -a' x T -o" BATH +
N
'-0" x 7'-0' :r -
M _
f -1
t ti:
2668 2468 Co
m
12'-10"
BEDROOM
1 12'-10" x 11'-0"
BEDROOM
12'-7" x 12'-6"
12'-7
v
N
m �
F
W
BATH
x
N
Q
-0 x 7' -
co -1
-ry N
N1 t
C'')
r
O
5-0"x 5 0"
13'-3 6040R5
"
13'-3"
5'-5"
C51
;E
PROFESSIONAL
ENGINEERS, Inc.
t°JW'Ar. PRC ENG S. CO lel
m
Z
Q
�C)
L
00
W
I
cy-)
of
0
Lu
I
N
w ao�I :::: T - IN/
I
4368 Q'-611 2668
CLOSET
" T - V
T-6" x 2' - Lo -
I '
Ll 2116
LAUNDRY 3'-10" 3'-6"
8'-0" x 5-6" N
1
81-1011 2668
1'-711 ti HALL
- �` 10'-6" x 15'-9"
ON
10'-1"
Lf?
13'-5"
I
OPEN BELOW
13'-4" x 14'-4"
LLL
PROPOSED SECOND FLOOR PLAN
SCALE 1/4"=1'
G52
3'-6"
2668
32'-5"
8'-2"
4'-3" 31-1111-
264)5H
'-11"-264 5H
11311
L
BATH
7'-6" x 5'-0" o
2468
BEDROOM
12'-10" x 11'-0"
C
i
0
12'-10" m
f
WALK-IN w
CLOSET j� o
a' -a' x T -o" BATH +
N
'-0" x 7'-0' :r -
M _
f -1
t ti:
2668 2468 Co
m
12'-10"
BEDROOM
1 12'-10" x 11'-0"
BEDROOM
12'-7" x 12'-6"
12'-7
v
N
m �
F
W
BATH
x
N
Q
-0 x 7' -
co -1
-ry N
N1 t
C'')
r
O
5-0"x 5 0"
13'-3 6040R5
"
13'-3"
5'-5"
C51
;E
PROFESSIONAL
ENGINEERS, Inc.
t°JW'Ar. PRC ENG S. CO lel
m
Z
Q
�C)
L
_O
H
a
W
Lu
U)
U)
Z
of
0
Lu
'
Co
W
O
o
.�
CIO
M
U)
W
O
o
Zw
W
0-
Z
J
U
Q
�
w
Q
w
0
w
m
Z
DATE:
3/21/2018
SCALE
AS SHOWN
ON PLANS
SHEET:
A-5
UNT
Z ti
V
w * N O
m
z
Q
�C)
L
LZ� �UW
w I-
W
Lu
U)
UQ
)
O=wU�
'
Co
W
O
Z
.�
CIO
M
O
�
W
O
o
Zw
0-
Z
J
U
Q
DATE:
3/21/2018
SCALE
AS SHOWN
ON PLANS
SHEET:
A-5
UNT
Z ti
V
w * N O
m
z
Q
�
J
LZ� �UW
w I-
W
Z w Q Z d
Co
O=wU�
a
O
o�
O ZJ� Cu
Co
O
��<w IE
Op
J
a
LL
w
2
DATE:
3/21/2018
SCALE
AS SHOWN
ON PLANS
SHEET:
A-5
UNT
Z ti
>"
w * N O
m
W D U
Q
m L O (D
LZ� �UW
w I-
0.
a
Z w Q Z d
Co
O=wU�
Lp a z
O ZJ� Cu
Co
o
��<w IE
DATE:
3/21/2018
SCALE
AS SHOWN
ON PLANS
SHEET:
A-5
1 F FLOOR AREA CALCULATION
1.
72 SQ.FT.
2..
99 SQ.FT.
3.
1129 SQ.FT.
4.
11 SQ.FT.
5.
54 SQ.FT.
6.
3 SQ.FT.
7.
419 SQ.FT.
8.
2 SQ.FT.
9.
747 SQ.FT.
TOTAL 2537 SQ.FT.
PROPOSED 1 F FLOOR AREA DIAGRAM
SCALE 1/4"=1'
21F FLOOR AREA CALCULATION
10. 227 SQ.FT.
11. 1114 SQ.FT.
12. 70SQ. FT.
13. 254 SQ.FT.
14. 11 SQ.FT.
TOTAL 1676 SQ.FT.
PROPOSED 2F FLOOR AREA DIAGRAM
SCALE 1/4"=1'
;I
r
�o
L
-�o)
LU Q '
Z) U) Co
U O 0 CIO
W = Z C N
3 O L M
Lu
Z — U Q
a
LU
Q
OQ
w J
J L Q
w
w
2
U �
Z �`
>- l� o O
m w 0 U
C7m LoUO)c�
W W U w
a ZI,IQ4za
ZU)Z�o°°
�- Jaz
LL
0CY) z _j � ca
o lroQw E
DATE:
3/21/2018
SCALE
AS SHOWN
ON PLANS
SHEET:
A-5.1
ENGINEERS,
GhIGINEERS, Inc.
t°J :°1''Ar. P R� E hJ G S. COM
Z
O
Z w
O o
LU
� w
a
0
LU
Co
z
;I
r
�o
L
-�o)
LU Q '
Z) U) Co
U O 0 CIO
W = Z C N
3 O L M
Lu
Z — U Q
a
LU
Q
OQ
w J
J L Q
w
w
2
U �
Z �`
>- l� o O
m w 0 U
C7m LoUO)c�
W W U w
a ZI,IQ4za
ZU)Z�o°°
�- Jaz
LL
0CY) z _j � ca
o lroQw E
DATE:
3/21/2018
SCALE
AS SHOWN
ON PLANS
SHEET:
A-5.1
ENGINEERS,
GhIGINEERS, Inc.
t°J :°1''Ar. P R� E hJ G S. COM
Z
O
Z w
O o
LU
� w
a
0
LU
Co
GENERAL NOTES:
1. JOB CARDS TO BE AVAILABLE FOR SIGNATURE AT JOB SITE.
2 PROVIDE A DIMENSIONED COPY OF THE FLOOR PLAN FOR THE COUNTY ASSESSOR'S OFFICE.
3. PROVIDE CERTIFICATE OF COMPLIANCE OR OTHER CERTIFICATE OF FEES PAID FROM THE SCHOOL DISTRICT
HAVING JURISDICTION OVER THE SITE FOR PROPOSED CONSTRUCTION.
4. ADDRESS NUMBERS TO BE VISIBLE FROM THE ROAD WITH NUMERALS THAT ARE 4" HIGH OR HIGHER.
5. SURFACE WATER SHALL BE DRAINED AWAY FROM THE BUILDING FOR THE FIRST 5' BY AT LEAST 2% GRADE. THE
OVERALL LOT DRAINAGE MUST BE NOT LESS THAN 1%.
6. A FIRE ESCAPE WINDOW SHALL BE PROVIDED IN EVERY BEDROOM WHERE THERE IS NOT A DOOR TO THE
EXTERIOR WITH A SILL HIGH OF NOT MORE THAN 44" ABOVE THE FLOOR. SUCH WINDOW SHALL HAVE A CLEAR
OPERABLE AREA OF NOT LESS THAN 5.7 SQ. FT. WITH NO DIMENSION LESS THAN 24" IN HEIGHT OR 20" IN WIDTH
THAT WILL OPEN ONTO A STREET, ALLEY, YARD OR EXTERIOR COURT.
7. MINIMUM FINISHED WIDTH FORA CORRIDOR IS NOT LESS THAN 36".
8. WATER CLOSET (TOILET) COMPARTMENT MUST HAVE NOT LESS THAN 15" CENTERLINE OF BODET TO RIM AND NOT
LESS THAN 24" CLEAR IN FRONT OF THE UNITAS PER CPC 407.6.
9. BETWEEN GARAGE AND RESIDENCE INSTALL MINIMUM 1/2" GYPSUM BOARD ONE-HOUR FIRE-RESISTANT
WALLBOARD FROM CONCRETE TO ROOF SHEATHING OF GARAGE SIDE OF ALL COMMON WALLS.
10. GLASS WINDOWS AND DOORS THAT ARE SUBJECT TO HUMAN IMPACT, WITH 24" OF DOOR, CLOSER THAN 60"
ABOVE AN EXTERIOR WALKING SURFACE OR WITHIN 18" OF AN INTERIOR FLOOR MUST BE TEMPERED GLASS OR
REQUIRES A PROTECTIVE GRILLAS PER CRC R308.4.
11. WATER HEATERS, FURNACES AND ELECTRIC OUTLETS MUST BE INSTALLED AT LEAST 18" ABOVE GARAGE FLOOR
OR CONCRETE SLAB. STRAP WATER HEATER FOR SEISMIC BRACING.
12. LATH PLASTER SHALL COMPLY WITH SECTION 2512.1.
13. PROVIDE WEEP SCREEDS NOT LESS THAN 4" ABOVE THE EARTH OR NOT LESS THAN 2" ABOVE PAVED AREAS.
14. FOAM TYPE UNDERLAY REQUIRES A WATERPROOF FACING STUCCO. SUBMIT SPECIFICATIONS AND ICC REPORT
NUMBER OF TYPE TO BE USED.
15. SHOWER STALLS AND TUBS ENCLOSURES TO HAVE SAFETY GLAZING. SHOWER DOORS MAY NOT BE LESS THAN
22" MINIMUM WIDTH.
16. MECHANICAL VENTILATION SYSTEMS MUST SUPPLY 5 AIR CHANGES PER HOUR IN BATH AND LAUNDRY ROOMS,
17. PROVIDE 12" SQ. TUB ACCESS OR SOLVENT WELD TUB TRAP JOINTS PER CPC.
18. PROVIDE BACKDRAFT DAMPERS TO ALL VENTS TO THE OUTSIDE.
19. DISTANCE BETWEEN RANGE TOP AND CABINET ABOVE SHALL NOT BE LESS THAN 30" UNPROTECTED, 24"
PROTECTED AND NOT LESS THE RANGE MANUFACTURERS SPECS. FOR HORIZONTAL DISTANCE (OR MIN. 6" IF
NOT SPECIFIED).
20. WATERPROOF GYPSUM BOARD UNDERLAY AT SHOWERS, TUBS AND OTHER SURFACES ADVERSELY AFFECTED BY
WATER IS NOT ALLOWED AS PER GA -216 OR ASTM C840.
21. INTERIOR WALL SURFACES TO BE 1/2" GYPSUM WALLBOARD (FLAMESPREAD GLASS III OR BETTER) UNLESS
SPECIFIED OTHERWISE.
22. BUGSCREEN TO BE INSTALLED PRIOR TO FINAL INSPECTION.
23. NEW ROOFING TO BE CLASS "C" ROOF COVERING OR BETTER. THE INSTALLER SHALL PROVIDE A CERTIFICATION
TO THE BUILDING DIVISION PRIOR TO FINAL INSPECTION.
1 Automatic controllers shall be weather- or soil moisture -based controllers that automatically adjust
irrigation in response to changes in plant watering needs as weather or soil conditions change.2 -
Weather -based controllers without integral rain sensors or communication systems that account for
rainfall shall have a separate wired or wireless rain sensor which connects or communicates with
the controller(s).
2 Specify the areas needing rodent proofing are sole/bottom plates. Annular spaces around pipes,
electric cables, conduits, or other openings in sole/bottom plates at exterior walls shall be closed
with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency to
prevent passage of rodents.
3 Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove
or pellet stove shall comply with U.S. EPA Phase 11 emission limits where applicable. Woodstoves,
pellet stoves and fireplaces shall also comply with all applicable local ordinances.
NOTES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL CITY, COUNTY AND STATE STANDARDS, AND SECTIONS
OF CBC, CRC, CALIFORNIA ENERGY CODE, CPC, CEC, IN THE EVENT OF CONFLICT, THE HIGHER STANDARDS
AND SPECIFICATIONS SHALL PREVAIL.
2 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL
EXISTING UTILITIES PRIOR TO COMMENCING WORK. THE DESIGNER ASSUMES NO RESPONSIBILITY FOR
LOCATION OF EXISTING UTILITIES SHOWN OR NOT SHOWN ON PLANS.
3. ELEVATIONS AND DISTANCES SHOWN ON PLANS ARE APPROXIMATE AND MAY VARIES. IT SHALL BE THE
CONTRACTOR RESPONSIBILITIES TO VERIFY SUCH ELEVATIONS AND DISTANCES IN THE FIELD FOR ANY
DISCREPANCIES.
4. PRIOR TO COMMENCING WORK, ALL NECESSARY BUILDING, PLUMING, ELECTRICAL PERMITS SHALL BE OBTAINED
FROM THE APPROVED AGENCY BY THE OWNER/CONTRACTOR AT HIS COST.
5. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER SUBCONTRACTORS, PG&E, PACIFIC BELL AND
OTHER PARTICIPANT ENTITIES.
6. FIELD VERIFYALL WORKAND DIMENSIONS PRIOR TO CONSTRUCTION.
7. USE 2X4 STUDS @ 16" O.C. DF#2. AND AN EXTRA STUD UNDER TRUSS.
8. FINGER JOINTED STUDS IN STRUCTURAL WALLS (BEARING OR SHEAR) SHALL BE APPROVED AND ARE NOT
ALLOWED AT HOLDOWN LOCATIONS.
9. ALL SLIDING GLASS DOORS, SHOWER DOORS AND TUB ENCLOSURES SHALL BE TEMPERED GLASS AND
LABELED SAFETY GLAZING. ALL WINDOWS SHALL MEET THE MINIMUM STANDARD AS ESTABLISHED BY THE
CRC.
10. PROVIDE AN EXHAUST FAN CAPABLE OF PROVIDING 75 CFM TO REST ROOMS.
11. FLASH ALL EXTERIOR OPENINGS W/G.I. OR ALUMINUM ON KRAFT PAPER OR 15# FELT, SO AS TO BE TOTALLY WATER
PROOF AS PER CBC 1402.
12. PROVIDE SMOKE ALARMS AT ALL BEDROOMS & HALLWAYS AS REQUIRED (MIN. 3' FROM AC RETURN/VENTS).
13. NAILING SHALL MEET REQUIREMENTS OF CBC TABLE 2304.9.1. CRC R602.3(1)
INSULATION NOTES:
AFTER INSTALLING INSULATION, THE INSULATION INSTALLER SHALL POST IN A CONSPICUOUS LOCATION IN THE
BUILDING A CERTIFICATE SIGNED BY THE INSTALLER AND THE BUILDER STATING THAT THE INSTALLATION CONFORMS
WITH THE REQUIREMENTS OF TITLE 24, PART 2, CHAPTER 2 53, AND THE MATERIALS INSTALLED CONFORM WITH THE
REQUIREMENTS OF TITLE 24, CHAPTER 2, SUB CHAPTER 2, ART. 3. THE CERTIFICATE SHALL STATE THE
MANUFACTURER'S NAME AND MATERIALS INSTALLED 'R' VALUE, AND (IN APPLICATIONS OF LOOSE FILL INSULATION), THE
MINIMUM INSTALLED WEIGHT PER SQUARE FOOT CONSISTENT WITH THE MANUFACTURER'S LABELED DENSITY FOR
THE DESIRED 'R' VALUE. SECTION 1403(d) TITLE 24, CALC.
BUILDER SHALL PROVIDE THE ORIGINAL OCCUPANT WITH A LIST OF THE HEATING, COOLING, WATER HEATING AND
LIGHTING SYSTEMS AND CONSERVATION OR SOLAR DEVICES INSTALLED IN THE BUILDING AND INSTRUCTIONS ON HOW
TO USE THEM EFFICIENTLY. SEC. 1403(e) TITLE 24, CALCS.
ADDITIONAL NOTES
4. Adhesives, sealants and caulks used on the project shall meet the requirements of the following
standards unless more stringent local orregional air pollution or air quality management district rules
apply: 1 - Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers, and
caulks shall comply with local or regional air pollution control or air quality management district rules
where applicable, or SCAQMD Rule 1168 VOC limits, as applicable. Such products shall also
comply with Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene
dichloride, methylene chloride, perch loroethylene and trichloroethylene), except for aerosol products
as specified in Subsection 2 below.2 - Aerosol adhesives, and smaller unit sizes of adhesives, and
sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1
pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards
and other requirements, including prohibitions on use of certain toxic compounds, of the California
Code of Regulations, Title 17, commencing with Section 94507.
5. Architectural paints and coatings shall comply with VOC limits in Table 1 of the Air Resources
Board Architectural Suggested Control Measure, unless more stringent local limits apply. The VOC
content limit for coatings that do not meet the definitions for the specialty coatings categories shall
be determined by classifying the coating as Flat, Nonflat, or Nonflat-High Gloss coating, based on its
gloss, as defined in subsections 4.21, 4.36, and 4.37, of the 2007 California Air Resources Board,
Suggested Control Measure, and the corresponding Flat, Nonflat, or Nonflat-High Gloss VOC limit.
6. Aerosol paints and coatings shall meet the Product -Weighted M I R Limits for ROC in Section
94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and
ozone depleting substances, in Section 94522(c)(2) and (d)(2) of the California Code of Regulations,
Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air
Quality Management District shall additionally comply with the percent VOC by weight of product
limits of Regulation 8, Rule 49.
7. i) All carpet installed in the building interior shall meet the testing and product requirements of one
of the following: 1 - Carpet and Rug Institute's Green Label Plus Program2 - California Department
of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical
Emissions from Indoor Sources Using Environmental Chambers," Version 1. 1, February 2010 (also
known as Specification 01350.)3 - NSF/ANSI 140 at the Gold leve14 - Scientific Certifications
Systems Indoor Advantage TM Gold
8. ii) All carpet cushion installed in the building interior shall meet the requirements of the Carpet and
Rug Institute's Green Label Program.
9. Where resilient flooring is installed, at least 80% of floor area receiving resilient flooring shall
comply with one or more of the following: 1 - VOC emission limits defined in the Collaborative for
High Performance Schools (CHPS) High Performance Products Database.2 - Products compliant
with CHPS criteria certified under the Greenguard Children & Schools program.3 - Certification
under the Resilient Floor Covering Institute (RFC I) FloorScore program. 4 - Meet the California
Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic
Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.1, February
2010 (also known as Specification 01350.)
10 Hardwood plywood, particleboard and medium density fiberboard composite wood products used
on the interior or exterior of the building shall meet the requirements for formaldehyde as specified in
the Air Resources Board's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et.
seq.) Definition of Composite Wood Products: Composite wood products include hardwood plywood,
particleboard, and medium density fiberboard. "Composite wood products" do not include hardboard,
structural plywood, structural panels, structural composite lumber, oriented strand board, glued
laminated timber, prefabricated wood I -joists, or finger -jointed lumber, all as specified in CCR, Title
17, Section 93120.1(a).
11. Heating and air conditioning systems shall be sized, designed, and equipment selected using the
following methods: 1 - The heat loss and heat gain is established according to ANSI/RCCA 2
Manual J - 2004 (Residential Load Calculation), ASHRAE handbooks or other equivalent design
software or methods.2 - Duct systems are sized according to ANSI/RCCA 1 Manual D - 2009
(Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods.3
- Select heating and cooling equipment according to ANSI/RCCA 3 Manual S - 2004 (Residential
Equipment Selection) or other equivalent design software or methods. Exception: Use of alternate
design temperatures necessary to ensure the system functions are acceptable.
12.HVAC system installers shall be trained and certified in the proper installation of HVAC systems
and equipment by a recognized training or certification program. Examples of acceptable HVAC
training and certification programs include but are not limited to the following: 1 - State certified
apprenticeship programs.2 - Public utility training programs.3 - Training programs sponsored by
trade, labor or statewide energy consulting or verification organizations.4 - Programs sponsored by
manufacturing organizations.5 - Other programs acceptable to the enforcing agency.
No openings
allowed bet can
g-crage and
bedroom
If no ceiling, extend
profec#ion to roof
'Ar inch Gypsum Board ` '.1 -inch Gypsum Board if wall
on garage side adjacent to c ell ing unit is
not prateded to roof
Garage
iDoor between garage -arid
vl� dwelling - 1318 in, (35 mm)LU
solid ,wooden door, wlid or
haneycomb sfeel door, or
20 minute -rated door
'r
:::4.7
4�
GARAGE DOOR DETAIL.
2" X 4" CEILING JOISTS 24" O.C.
R-44 CEILING INSULATION
VAPOR BARRIER
5/8" DRYWALL CEILING
DOUBLE 2" X 6" TOP PLATE
2" X 6" BOTTOM PLATE
3/4" T & G PLYWOOD FLOORING
RIM JOIST INSULATION
DOUBLE 2" X 6" TOP PLATE
TJI 560/11.875 FLR JOIST
@ 16" O.C.
R-19 FLOOR INSULATION
CRAWL SPACE
MIN.18"
FLOORING
min 8"
_7 Z
(N) DIMENSIONAL COMPOSITE ROOF
SHINGLES
OR BETTER TO MATCH WITH (E)
1/2" EXTERIOR SHEATHING
2" X 4" TRUSSES 24" O.C.
1" CONT. AIR SPACE
DOUBLE LAYER OF UNDERLAYMENT
DRIP EDGE
1" X 6" FASCIA
2" X 6" SUB FASCIA
7/8" (3) COAT STUCCO OVER
FELT -BACKED WIRE LATH (TYP.)
2 -LAYER OF GRADE "D" PAPER
UNDER STUCCO PER CBC 2512 (TYP.)
COLOR TO MATCH EXISTING
5 1/2" WALL STUDS 16" O.C.
5 1/2" WALL INSULATION
VAPOR BARRIER
1/2" DRYWALL
2" X 10" FLOOR JOIST 16" O.C.
2" X 10" RIM JOIST
1/2" EXTERIOR SHEATHING
(E) STUCCO
5 1/2" WALL STUDS 16" O.C.
5 1/2" WALL INSULATION
VAPOR BARRIER
1/2" DRYWALL
2x5 D.F. STD. & BTR. PLATE
FOUNDATION VENT @ 8'
2x6 D.F. P.T. MUDSILL
SEE FOUNDATION DETAILS
o -
Grade
IFT
r V
�� I II II III
Typical 2 Story Section
Weep screed at the
bottom of stucco walls at
min. 4" above earth or 2"
above paved areas per
CRC R703.6.2.1
;4E
�C)
�L�
-Mrn
yJ Q '
U) CO
W Z: Z .� M
O � �
� w C)
Z , U Q
Z Q
F_
J W
ao
OW
OF -
W � O
J LL Z
W
2
U)
U �
Z - ~
>_ CV O
m Lu D U
G C7m sOcri
CD
Z0Y 4Uw
> w w
IL Z w Q Z d
IL
cn 0 1: LU �
z cnz�o0�
� Lu (D
Q 11
o Z _J CU
Q E CO E
DATE:
3/21/2018
SCALE
AS SHOWN
ON PLANS
SHEET:
A=6
ENGINEERS,
GAJGINEERB, Inc.
Sir �Ar. P R C E PJ G S. CO lel
Z
O
i=
a
Z
w
O_
o
�
w
Q
D
w
m
Z
;4E
�C)
�L�
-Mrn
yJ Q '
U) CO
W Z: Z .� M
O � �
� w C)
Z , U Q
Z Q
F_
J W
ao
OW
OF -
W � O
J LL Z
W
2
U)
U �
Z - ~
>_ CV O
m Lu D U
G C7m sOcri
CD
Z0Y 4Uw
> w w
IL Z w Q Z d
IL
cn 0 1: LU �
z cnz�o0�
� Lu (D
Q 11
o Z _J CU
Q E CO E
DATE:
3/21/2018
SCALE
AS SHOWN
ON PLANS
SHEET:
A=6
ENGINEERS,
GAJGINEERB, Inc.
Sir �Ar. P R C E PJ G S. CO lel
Z
ROOF SHINGLES MIN.
TR. F
CLASS"C"
— — — — — — — — — — — — — — — — — — — —
2F CF.
-�L — — — — — — — — — — — — — — — — — — — — — — — — — — — —
a')
/
/
/
/
/
/
/
/
F� 2
/ N
_— o —1F CF. — —
EXTERIOR 11
STUCCO FINISH Cfl
LO zo
U") co
co 0o ch
CV CV N
c0
O - M
Ch—CD
O CD co
10'-3"
co
1F F. F.G L. : , f. — -------------- -- —
ELEVATIONS NOTES:
1. STUCCO IS TO BE APPLIED WITH A 3 COAT APPLICATION WHEN APPLIED OVER METAL
LATH OR WIRE LATH PER CRC R703.6.2.
2. PROVIDE WEEP SCREED AT THE BOTTOM OF STUCCO WALLS AT A LOCATION A MINIMUM
OF 4" ABOVE EARTH OR 2" ABOVE PAVED AREAS PER CRC R703.6.2.1.
3. PROVIDE TWO LAYERS OF TYPE "D" UNDERLAYMENT AT STUCCO WALLS WHERE THE
STUCCO IS APPLIED OVER WOOD SHEATHING PER CRC R703.6.3.
4. NO EAVE VENTS ARE ALLOWED WHERE SHEAR TRANSFER IS REQUIRED AT FRIEZE
BLOCK.
5. PROVIDE GALVANIZED STEEL METAL FLASHING AND COUNTER FLASHING AT ALL ROOF
TO WALL AND CHIMNEY INTERSECTIONS AS PER CBC 1503.2. ALSO PROVIDE STEPPED
FLASHING WHERE THE SLOPED ROOF ABUTS THE WALL.
6. PROVIDE HIGH RIBBED METAL LATH AT ALL HORIZONTAL STUCCO SURFACES.
TR.
2F CF.
PROPOSED FRONT (WEST SIDE) ELEVATION
SCALE 1/4"=1'
i
/
/
/
/
M / '2F F.F.
/ N
0
12'-1 "
1 F F. F.
G L. --,i,
EXTERIOR STUCCO
FINISH
DDD
PROFESSIONAL
ENGINEERS, Inc.
t6 :V'AI. P RO E N G S. CO lel
I I-1
hI
1LL
p
ISI
IDI
�
PROPOSED FRONT (WEST SIDE) ELEVATION
SCALE 1/4"=1'
i
/
/
/
/
M / '2F F.F.
/ N
0
12'-1 "
1 F F. F.
G L. --,i,
EXTERIOR STUCCO
FINISH
DDD
PROFESSIONAL
ENGINEERS, Inc.
t6 :V'AI. P RO E N G S. CO lel
EXTERIOR SIDING
1LL
p
CEDAR FINISH
L
w W 4 (-) w
0
aco
N:4
\
\
\
\
\
\
\
\
GARAGE
TOP PLATE
M _ \
\ \
�— -- N—\\
CDC
TF
------------------
ROOF SHINGLES
MIN. CLASS"C"
PROPOSED REAR (EAST SIDE) ELEVATION
SCALE 1/4"=1'
NOTE:
"Any changes to the approved colors, materials, and exterior finishes shall be reviewed
and approved by the City of Cupertino Planning Division prior to
installation/application."
12'-1 "
TR. -
NATURAL GRADE LVL.
\
\
\
\
\
\
� N \
N \
o \
----- --J— —N —\\
J
Y-3"
NATURAL GRADE LVL.
;I
PROFESSIONAL
ENGINEERS, Inc.
t6 :V'AI. P RO E N G S. CO lel
EXTERIOR SIDING
z
O
p
CEDAR FINISH
L
w W 4 (-) w
0
aco
LU
\
i
'
U
W
O
o
C
L
N
M
m
n Q III
O
PROPOSED REAR (EAST SIDE) ELEVATION
SCALE 1/4"=1'
NOTE:
"Any changes to the approved colors, materials, and exterior finishes shall be reviewed
and approved by the City of Cupertino Planning Division prior to
installation/application."
12'-1 "
TR. -
NATURAL GRADE LVL.
\
\
\
\
\
\
� N \
N \
o \
----- --J— —N —\\
J
Y-3"
NATURAL GRADE LVL.
;I
PROFESSIONAL
ENGINEERS, Inc.
t6 :V'AI. P RO E N G S. CO lel
m
z
O
p
�o
-�o)
L
w W 4 (-) w
0
aco
LU
Z
C)
w
'
U
W
O
o
C
L
N
M
3
n Q III
O
LU
lY
W
Z
4
U
Q
LU
Q
D
W
co
D
z
DATE:
3/21/2018
SCALE
AS SHOWN
ON PLANS
SHEET:
A-7
U
z
r
of oN O
m
w U
p
�o
-�o)
L
w W 4 (-) w
0
aco
LU
Q
'
U
W
O
=
Z
C
L
N
M
3
n Q III
O
lY
W
Z
4
U
Q
DATE:
3/21/2018
SCALE
AS SHOWN
ON PLANS
SHEET:
A-7
U
z
of oN O
m
w U
p
(D co Bozo
C�
w W 4 (-) w
0
aco
ZlLu34za
Ld�
Zz
C6 � o LO
Jaz
0 q1t z -j ca
CY,O
n Q III
DATE:
3/21/2018
SCALE
AS SHOWN
ON PLANS
SHEET:
A-7
ROOF SHINGLES MIN.
CLASS"C" TR.
TR.
2F CF.
I
Lo
PORCH TOP ILi
PLATE LLL� I
M
2 F F.F. ce) N N N N co
cy)Lo
N
N— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
1 F CF.
EXTERIOR STUCCO FINISH
N
o 60 zo
in
00 CV N
NATURAL GRADE LVL.1FF.F.
- -
------ —"----------------- ------ - — ---
GL.
PROPOSED RIGHT (SOUTH SIDE) ELEVATION
SCALE 1/4"=1'
ROOF SHINGLES MIN.
TR. CLASS"C"
TR.
2F CF.
------ --------------------------- -----------------------------
EXTERIOR
STUCCO FINISH �y)
`o �
PORCH TOP
PLATE
Lo
2F F.F. M
N —
N
i— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
1F CF.
oc1r)
co ao
1F F.F. —
— — — — — — — — -- NATURAL GRADE LVL.
GL.
PROPOSED LEFT (NORTH SIDE) ELEVATION
SCALE 1/4"=1'
ELEVATIONS NOTES:
1. STUCCO IS TO BE APPLIED WITH A 3 COAT APPLICATION WHEN APPLIED OVER METAL
LATH OR WIRE LATH PER CRC R703.6.2.
2. PROVIDE WEEP SCREED AT THE BOTTOM OF STUCCO WALLS AT A LOCATION A MINIMUM
OF 4" ABOVE EARTH OR 2" ABOVE PAVED AREAS PER CRC R703.6.2.1.
3. PROVIDE TWO LAYERS OF TYPE "D" UNDERLAYMENT AT STUCCO WALLS WHERE THE
STUCCO IS APPLIED OVER WOOD SHEATHING PER CRC R703.6.3.
4. NO EAVE VENTS ARE ALLOWED WHERE SHEAR TRANSFER IS REQUIRED AT FRIEZE
BLOCK.
5. PROVIDE GALVANIZED STEEL METAL FLASHING AND COUNTER FLASHING AT ALL ROOF
TO WALL AND CHIMNEY INTERSECTIONS AS PER CBC 1503.2. ALSO PROVIDE STEPPED
FLASHING WHERE THE SLOPED ROOF ABUTS THE WALL.
6. PROVIDE HIGH RIBBED METAL LATH AT ALL HORIZONTAL STUCCO SURFACES.
00�
GINEER�, Inc.
1'Y.PFZOE�GS.t'A�1
Z
O
a
Z
;7i
�C)
L
Lu
=)Q '
U)
o c�
w ozoLEM
O
� w C)
Z , U Q
N
t1�
Z
O
F_
a
W
w J
J W
W
2
U �
Z ~
— r`
N O
m W � U
G (D 00 Booz
C�
> w L U w
w r�
�Zwo4Z�
a
co o=v8wU�
z cozc o�LL
���0LoaZ
Q O ZJ� ca
Q E cy) E
DATE:
3/21/2018
SCALE
AS SHOWN
ON PLANS
SHEET:
A-8 PROFESSIONAL
GINEER�, Inc.
1'Y.PFZOE�GS.t'A�1
Z
O
a
Z
w
O
o
W
�
w
Q
0
lY
W
m
Z
;7i
�C)
L
Lu
=)Q '
U)
o c�
w ozoLEM
O
� w C)
Z , U Q
N
t1�
Z
O
F_
a
W
w J
J W
W
2
U �
Z ~
— r`
N O
m W � U
G (D 00 Booz
C�
> w L U w
w r�
�Zwo4Z�
a
co o=v8wU�
z cozc o�LL
���0LoaZ
Q O ZJ� ca
Q E cy) E
DATE:
3/21/2018
SCALE
AS SHOWN
ON PLANS
SHEET:
A-8 PROFESSIONAL
;;Lg
----------- —TR.
TR.
d7
M
L LJ
0Lj
� N
N
o _
10014�� �_/j
F 9,di\ �[_A 1 :1 - I I fl
p NATURAL GRADE LVL.
70
PROPOSED CROSS SECTION CS -1 EMS
SCALE 1/4"=1' cn Lu � U Co
U � U) d(6
W = z C N
3 O L M
W 6 W
Z U Q
TR.
— ------------------
Cn
c� Z
0
V
LIJ
Cn
Cn
ao W Cn
_j 0
a00 ® W V
�11Wr I I
W
N
O W
N
I r
4 LL
CD
a : m w I- C)
O
NATURAL GRADE LVL. w z J Lo
o
p C7 Co soZ
i w W ti U W
aZwo4za
PROPOSED CROSS SECTION CS -2 z°= U a w U
z�z�o°°
u)- u) 0-
SCALE 1/4"=1' U-
0 ° C° Z
o' M Q w E
p o
DATE:
3/21/2018
SCALE
AS SHOWN
ON PLANS
SHEET:
A-9
��o�EssfONAr_
ENGINEERS,
Inc.
S�+ l'�. P F2C3 E N G S. CA �1
Z
O
Z
W
O
o
w
W
a
0
lY
W
m
Z
;;Lg
----------- —TR.
TR.
d7
M
L LJ
0Lj
� N
N
o _
10014�� �_/j
F 9,di\ �[_A 1 :1 - I I fl
p NATURAL GRADE LVL.
70
PROPOSED CROSS SECTION CS -1 EMS
SCALE 1/4"=1' cn Lu � U Co
U � U) d(6
W = z C N
3 O L M
W 6 W
Z U Q
TR.
— ------------------
Cn
c� Z
0
V
LIJ
Cn
Cn
ao W Cn
_j 0
a00 ® W V
�11Wr I I
W
N
O W
N
I r
4 LL
CD
a : m w I- C)
O
NATURAL GRADE LVL. w z J Lo
o
p C7 Co soZ
i w W ti U W
aZwo4za
PROPOSED CROSS SECTION CS -2 z°= U a w U
z�z�o°°
u)- u) 0-
SCALE 1/4"=1' U-
0 ° C° Z
o' M Q w E
p o
DATE:
3/21/2018
SCALE
AS SHOWN
ON PLANS
SHEET:
A-9
��o�EssfONAr_
ENGINEERS,