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EXISTING � � I 16"APPLE Y � o 0
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PROPOSED I I �
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PROPOSED BUIL ING I
FOOTPRINT — --I—--__ � I I DEN TES 2ND STORY
I I � SET ACK LINE
PATTER DENOT S � I P I SE�ACK LINESTORY �
FOOTPRIND 2ND STORY I � I
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EXISTING DRIVEWAY I � � �� � I I �_�,� —�——— T
TO BE REMOVED / I � L
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ELECTRICAL LINE i �� Q Q � � I I Q �
GAS LINE I I � N� _ U c`n.i STE�PI�1G STONESW
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PROPOSED FULL I � N W I �
WIDTH CONC.
DRIVEWAY � I I I / � I SEWER LINE � �
IMPERVIOUS: i I i I/ � �WATER LINE r,
FRONT YARD SETBACK `J
AREA=1,126S.F. I I � I
IMPERVIOUS AREA=447 S.F. I
<5 0% I I I I � I I PROTECT EXISTING STREET
�� I TREE PER STD.DETAIL 6-4.
I �I � L=55.6'R 845.00'D=3°46'26" � Date: 10/1/16
I I I I I I 36"MODESTO ASH
I �I � 178 7 I � Drawn By: DCW
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Revisions:
1�8,9 � I U
� � CONC WALK � 178,5
ROLL
NOTE: I I NOTE:
REMOVE AND REPLACE BROKEN I INSTALL NEW DRIVEWAY I
AND UPLIFTED CURB,GUTTER � APPROACH PER CITY STD.DETAIL
DEPRESSED GU TER TO NSURE I � 1-12(MIN.16'AND MAX.18'WIDE). �
POSITIVE DRAINAGE. I i Arata ay I
I
I �
Site Plan
Site Plan
scale: 1/8"=1'-0"
GENERAL NOTES:
• VERIFY LOCATION OF ALL UTILITIES AT JOB SITE.
• SLOPE ALL FINISH GRADES A MIN.OF 5%FOR 5'-0"AWAY FROM STRUCTURE FOR DRAINAGE.
• ALL DWELLINGS SHALL HAVE A CONTROLLED METHOD OF WATER DISPOSAL FROM ROOFS THAT WILL
COLLECT AND DISCHARGE ROOF DRAINAGE TO THE GROUND SURFACE AT LEAST 5 FEET FROM
FOUNDATION WALLS OR TIE INTO AN APPROVED DRAINAGE SYSTEM.
• THE FINISH GRADE AROUND THE STRUCTURE SHALL SLOPE AWAY FROM THE FOUNDATION A MINIMUM OF
5%FOR A MINIMUM DISTANCE OF 10'-0"(CBC 1804.3).
• ON GRADED SITES,THE TOP OF ANY EXTERIOR FOUNDATION SHALL EXTEND ABOVE THE ELEVATION OF
THE STREET GUTTER AT POINT OF DISCAHARGE OR THE INLET OF AN APPROVED DRAINAGE DEVICE A
MINIMUM OF 12"PLUS 2"(CRC 1808.7.4).
• EAVE PROJECTIONS SHALL HAVE 1 HOUR FIRE-RESISTANCE RATING ON ALL EAVE PROJECTIONS THAT
ARE LESS THAN 3'-0"FROM THE PROPERTY LINE.THIS IS NOT REQUIRED FOR EAVE PROJECTIONS Project No:
GREATER THAN 3'-0"AS PRESCRIBED UNDER CRC SECTION R302&TABLES R302.1(2). 1 622
Sheet No:
A-1
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NOTEs: z � �
• WINDOW&DOOR SIZES SHOWN ARE FOR DESIGN PURPOSES ONLY. V U o
ACTUAL WINDOW&DOOR SIZES SHALL BE FRAMED&SET PER MFG. �� o �
SPECIFICATIONS.MAKE&MODEL NUMBERS SHALL BE CALLED OUT � M 3,�
PER SUPPLIER'S AND/OR OWNER'S SPECIFICATIONS.WINDOWS TO o�
BE DUAL-PANED(U.N.O.) � a�
• ALL EXTERIOR HEADERS SHALL BE AT 6'-8"U.N.O. W � o'a
• ALL EXTERIOR DOORS SHALL BE AT LEAST 1["THICK `° ��
• ALL GLASS DOORS,GLASS WITHIN 24"OF DOORS&WITHIN 18"OF � ��
FLOORS,GLASS SUBJECT TO HUMAN IMPACT,ETC.SHALL BE B o �N
SAFTEY TEMPERED
v
A-7 �r, `g
• BEDROOM WINDOWS SHALL HAVE MAX 44"HIGH SILL&MIN.NET °' a�
CLEAR OPENINGS OF 20"IN WIDTH&24"IN HEIGHT W/MIN.CLEAR 35'-4" � U ��
OPENING OF 5.7 FEET 10'-4" 25'-0" � ��
• SHOWERS TO BE FINISHED WITH MOISTURE RESISTANT MATERIALS W w o t
7'-5" 8'-10" 12'-6" 6'-8" m
OVER A MOISTURE RESISTANT UNDERLAYMENT TO MIN.HEIGHT OF � ��3
72"ABOVE DRAIN W/TEMPERED GLASS ENCLOSURES � z"
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• PROVIDE THERMOSTATIC MIXING VALVE OR INDIVIDUAL CONTROL U a a
VALVES OF THE PRESSURE BALANCE AT ALL SHOWERS PER C.P.C. � w �t
• WATER CLOSETS(TOILETS)SHALL USE NO MORE THAN 1.28 Q ;°
GALLONS/FLUSH =__________ ____ ______ � � �o
• WATER HEATERS&FURNACES TO BE C.E.C.CERTIFIED.WATER w �_�
HEATERS TO HAVE PRESSURE&TEMPERATURE RELIEF DEVICES& � o 0
DISCHARGE TO OUTSIDE. � � � � Q �o
• PROVIDE COMBUSTION AIR FOR FUEL BURNING APPLIANCES � � W � v a�
• WATER HEATERS SHALL BE STRAPPED WITHIN THE UPPER&LOWER � I I � � � � I �o rn L 3
1/3 OF THE HEATER STRAPS SHALL BE LOCATED A MIN.OF 4"FROM � � � "_
o�-
ANY CONTROLS.WATER HEATER TO BE ON PLATFORM 18"MIN. ' � "' a�
A.F.F. I I I �'
• OPENINGS AROUND GAS VENTS,DUCTS&PIPING AT EACH FLOOR O I I O � 0z I �
SHALL BE FIRE STOPPED �'
.N
• AIR DUCTS IN GARAGE THAT PASS THRU LIVING/GARAGE COMMON � �
WALL SHALL BE 26 GA.STEEL OR THICKER � � ;� �
• INSTALL PRE-FAB MTL.FIREPLACES PER MFGS SPECS.PROVIDE �--- O O I �� �— �., �
I.C.C.APPROVED NUMBERS TO BUILDING DEPT.PRIOR TO I �,
INSTALLATION � DOUBLE SINK W/ O o
• PROVIDE FIRE-STOPS IN OPENINGS AT FLOOR&CEILINGS OF ALL � DISPOSAL �
FIREPLACES
• PROVIDE AC/DC SMOKE DETECTORS WITHIN EACH SLEEPING ROOM I VEG.SINK W/ PRE-FAB �
&CENTRALLY LOCATED IN CORRIDORS OR AREAS GIVING ACCESS I DISPOSAL. FIREPLACE LENNOX
TO EACH SLEEPING AREA ALL DETECTORS TO BE INTERCONNECTED I pROVIDE MDL.#1o8oCF OR
TYPICAL. I ISLAND EQ(DIRECT VENT
• LANDINGS NO MORE THAN 7.75"LOWER THAN THRESHOLD FOR VENTING I GAS APPL)ANSI
� I #Z21.88a-2007/#028-F-81-5 �
IN-SWINGING DOORS,&NO MORE THAN 1\"FOR OUT-SWINGING& r�_
ENTRY DOORS.EXTERIOR LANDINGS TO BE 3'-0 DEEP MIN. ,�'"II I Dining Family �
• ALL GYPSUM BOARD TO%$'TYP.U.N.O � L I� itche O � Room Room � � � Z
o _ � I `"'
o i�-`�I�''_. I - 15'-4"x13'-8" J I..L
N GAS RANGE I �`� 10'-0"CEILING HT.
I W/EXHAUST � O
I HOOD - W �
ABOVE
I � �
DOOR AND FRAME SCHEDULE I PLUMB FOR � Q Q
I ICE MAKER
� SIZE FIRE RATING 4O _ I I I � U
AR MATL GLAZING LABEL NOTES I STEPS:
WD HGT 15-TREADS 10.0"MIN.
1 3'_6" 9'_0" WD TEMP. -- SEE ELEVATIONS L--- REF. `"' Q
———— 16-RISERS 7.75"MAX. N �
2 10'_0" 8'_0" WD TEMP. -- 4 PANEL
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3 3'-0" 8'-0" WD -- -- -- v ——— _
4 16'-0" 8'-0" WD -- -- -- � . �
m � �
03 � � o DN. �
5 2'-4" 6'-8" WD -- -- --
I I NOTE: � �
6 3'_0" 6'_8" WD -- 20 MIN. SELF-CLOSING HINGE AND THRESH. I I PROVIDE 5/"TYPE'X'GYP. Ba O � � �
7 2�_6�� 6�_$�� W� __ __ __ _J BD.AT ALL WALLS& 5'-0"x5'-' 05 NOTE: i�
$ 6�_0�� 6�_$�� W� __ __ __ CEILINGSATGARAGE PROVIDE%$'TYPE'X'
22"x30"ATTIC �P GYP.BD.AT USABLE � T
g 2'_4" g'_g" Wp __ __ __ ACCESS SPACE UNDER THE � �'Y7 O
10 2'_8" 6'_8" WD __ __ __ 1 3/$'S ID CORE OR 20 MIN. STAIRS. /�y��
FIRE- ED DOORAND W
1 1 2'_6" 6'_8" WD __ __ __ SELF L SING HINGES W/ � 7
12 2'_4" 6'_8" WD __ __ __ MET LT RESHOLD 42"HIGH RAILING W/RAILS ° � `�
13 2'_8" 6'_8" Wo __ __ __ 2 Car o6 SPACED SO THAT A 4"SPHERE i� � T j
14 2'_6" 6'_8" WD __ __ __ � CANNOT PASS THRU OR 6"DIA. O3 r
Gara�y e SPHERE AT THE TRIANGLE � �
15 6'_0" 6'_8" WD -- -- -- � � y FORMED BY THE RISER,TREAD
16 2'_6" 6'_8" WD __ __ __ ao 20'-0"x20'-0" AND BOTTOM OF RAILING �
17 2'-6" 6'-8" WD -- -- -- L.L
18 2'-4" 6'-8" WD -- -- -- �
r--- ------------ ---� Living
19 2'-6" 6'-8" WD -- -- -- I W I o o r,
A —� a � Room � v `�
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� � � 10'-0"CEILING HT. A-7
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� � Date: 10/1/16
i oa i O _ Drawn By: DCW
Revisions:
WINDOW SCHEDULE -------------------- �
01 N
SIZE
AR TYPE MATERIAL NOTES � � a � � 1 0
WIDTH HEIGHT
—O —� �
1 6'_0" 6'_0" D.CSMT. VINYL -- I
2 2'_6" 6'_0" CSMT. VINYL -- —� —
3 2'_6" 6'_0" CSMT. VINYL --
4 2'_6" 5'_0" CSMT. VINYL --
5 2'_6" 5'_0" CSMT. VINYL -- 2'-4" 18'-0" 3'-6" 7'-8" 3'-10"
6 6'_0" 5'_6" D.CSMT. VINYL -- 20'-4" � 15'-0" Proposed
7 5'_0" 4'_6" D.CSMT. VINYL -- FIOOI^PIGZIIS
35'-4"
8 5'_0" 5'_0" D.CSMT. VINYL --
9 2'_6" 4'_0" CSMT. VINYL --
10 2'_6" 4'_0" CSMT. VINYL -- B
11 5'_0" 2'_0" FXD. VINYL -- A-7
12 5'_0" 2'_0" FXD. VINYL --
13 2'-6" 2'_p" FXD. VINYL TEMP.
14 5'_0" 2'_0" FXD. VINYL --
15 2'_6" 5'_0" CSMT. VINYL --
16 2'_6" 5'_0" CSMT. VINYL --
17 5'_0" 4'_0" FXD. VINYL TEMP.
18 2'_6" 4'_0" CSMT. VI NYL TEMP. E n t ry Leve I F I oo r P I a n
19 2'_6" 4'_0" CSMT. VINYL --
20 2'_6" 4'_0" CSMT. VINYL --
21 2'_6" 4'_0" CSMT. VINYL -- SCGZIe: 1/4��=1�—���
22 3'_0" 5'_0" CSMT. VINYL -- Project No:
23 3'_0" 5'_0" CSMT. VINYL -- 0 2� 4� $� 16' 1622
XOX=OPERATIONAL-FIXED-OPERATIONAL
CSMT.=CASEMENT Sheet No:
D.CSMT.=DOUBLE CASEMENT
FXD.=FIXED A 2
TEMP.=TEMPERED
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- SURROUNDANDTEMP. T�g �
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I 10'-8"x8'-6" I I I
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. . � 13'-4"x13'-0" �
�DENOTES 1ST FLOOR I Q
o BOnUS � I PERIMETER BELOW � 9'-8"CEILING HT. I I -
� I SHELF&POLE i i � Z
Room i -_-_--_--_-
33'-8"x16'-4" I I I �
10'-0"CEILINGHT. : I � L-----------� � O
W Walk-In � W
42"HIGH RAILING W/ � � W 12 9'-0"CEILING HT. �
RAILSSPACED SO I = 10'-8"x6'-2"
THAT A 4" � � 9'-0"CEILING HT.
NOTE: SPHERECANNOT � U � J
PROVIDE%$'TYPE'X' PASS THRU OR 6" I ——————————— 2'-6"x5'-0"SHOWER W/C.T
GYP.BD.AT USABLE DIA.SPHERE AT THE I PROVIDE MIN.4"DRYER SHELF&POLE � SURROUND AND TEMP. � � Q
SPACE UNDER THE TRIANGLEFORMED 10 � GLASS ENCLOSURE ,`
VENT MAX.14'LENGTH W/ r--�r--� LINEN � 13 I'I � U
BYTHE RISER, I BACKDRAFT DAMPER. �������
STAIRS. TREADAND BOTTOM I DISCHARGE SHALL BE 3' WASHER�DRYER II pg I �
OF RAILING � I FROM ANY OPENING INTO N Q �
� T m �——— THE BUILDING———
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io I 22"x30"ATTIC O
4-0 x2-8 SHOWER I
I W/C.T.SURROUND I 14 ACCESS I _ � T
� AND TEMP.GLASS DN. � o /y1
I ENCLOSURE W/ I 15 I r� � �'� O
FLUSH �
iTHRESHOLD �7 I 20 I o� � � �
I ---- I I 42"HIGH RAILING W/ r �
I �g LADDER FOR _ I I RAILS SPACED SO _ � �
� EGRESS ATTACHED � I THAT A 4"SPHERE
v TO WALL ih o I �I ir� Q
- � � � Bed room 3 I I CANNOT PASS THRU `O
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N I n I 10'-8"x11'-4" I
I I 9'-0"CEILING HT. I O I I �
i A i A � �, o$ Bedroom 2 I 11 A � �
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� — � 23 A_7 =� 9'-0"CEILING HT. I A_7 V
A � O � 21 I �i�
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I 10'-0"CEILING HT. I �
i � �-��', i O i Date: 10/1/16
I _ Drawn By: DCW
I � � I I I Og 10 � Revisions:
L——————————————————————————
o L————————————— ———————— ———� i�
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6'-10�� 6�_6�� 2�_��� ��_6�� 2�_���
15'-0" 10'-4" 13'-4" 11'-8"
35'-4" 35'-4"
B B
A-� A-� Proposed
Floor Plans
Basement Level Floor Plan Upper Level Floor Plan
scale: 1/4"=1'-0" scale: 1/4"=1'-0"
0 2' 4' 8' 1 6' 0 2' 4' 8' 1 6'
Project No:
1622
Sheet No:
A-3
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12 - - 4"26 GA.G.I."OGEE"GUTTER � 3�
DECORATIVE WOOD M o N
OVER 2X6 SPRUCE FASCIA BOARD oi
CORBEL-DARK BRONZE 4 � _ _ -TYPICAL DARK BRONZE COLOR � ��
COLOR � -
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� INSTALL PER MANUFACTURER'S � •��
SPECIFICATIONS o/30#FELT o/PLYWOOD i � Q y v
�N A STONE TRIM-TYP. �
SHEATHING-TYPICAL BORAL 2-PIECE TIC U o a
PACI COAST SANDSTONE COLOR
CARMEL COLOR � uj ;t
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DECOR TIVE LATERN T= `
SEE LI HTING PLAN- �, ` � WINDOW MULLIONS-TYP. o,
DARK B ONZE COLOR i �T �°"�' WHERE SHOWN I �
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o � � ''' ! I � - - _ NEW 3 COAT CEMENT PLASTER W/SMOOTH SAND -o
I g � � FINISH OVER 17GA G.I.SELF FURRING.PAPER �
� I ti g �'- ,�, BACKED STUCCO NETTING OVER 1 LAYER GRADE �
�� ! e g --r - "D"PAPER(2 LAYERS TOTAL)-COCO BUTTER 1020 �o
, �
1 ,��rs. ��r COLOR a
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i' i �• I �, � DECORATIVE WROUGHT I �
NATUR LGRADE
I• I• -
IRON RAILING-DARK
179.0' ' �s!� r �� � ` i � -
� r BRONZECOLOR
- i � r � � �- -
3
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NOTE: DECORATIVE GARAGE APPROVED ADDRESS TO ELDORADO STONE G.I.DRIP SCREED-TYP.AT 4"ABV. �
8'-0"TYP.HEADER HT.AT ENTRY LEVEL DOOR CONTRAST W/BACKGROUND VENEER AT ENTRY- GRADE(2"ABV.HARDSCAPE)
7'-0"TYP.HEADER HT.AT UPPER LEVEL MIN.4"HI.W/MIN.%2'STROKE WEATHER EDGE COLOR �
ANDBASEMENT
W �
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Proposed Front Elevat�on
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scale: 1/4"=1'-0" �J,J � U
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/ � Revisions:
/ - - \�
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. Proposed
� i Exterior
� Elevations
NOTE: STEPS TO GRADE
SEE FRONT ELEVATIONS FOR
TYPICAL NOTES.
Proposed Rear Elevation
scale: 1/4��=1�—��� Project No:
1622
0 2' 4' 8' 16' sheet�vo:
A-4
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• ARROWS INDICATE DIRECTION OF ROOF SLOPE. O 2' 4' H� 16�
• PLATE HEIGHT AT EXISTING ENTRY LEVEL AND ADDITION SHALL MATCH±8'-6"
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(U.N.O.)
• PROVIDE EAVE VENTS FOR ATTIC VENTILATION PER C.R.C.TYPICAL.
• INSTALL G.I.MATERIAL ROOF JACKS FOR PLUMBING VENTS,ETC.AS REQUIRED.
• INSTALL"OGEE"GUTTER W/DOWNSPOUTS AS REQUIRED.
• PROVIDE CONCRETE SPLASH BLOCKS AT DOWNSPOUT LOCATIONS FOR
DRAINAGE AWAY FROM STRUCTURE-TYPICAL. Project No:
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FIRE DEPARTMENT NOTES SHEET INDEX �
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• THE ADDRESS OF THE RESIDENCE SHALL BE PROVIDED AND PLACED IN A POSITION T-1 PROJECT DATA/GENERAL NOTES/SHEET INDEX/FLOOR AREA CALCULATION c��, o
THAT IS READILY VISIBLE&LEGIBLE FROM THE STREET FRONTING THE PROPERTY. � �
A-1 SITE PLAN � M o
NUMBERS SHALL BE A MINIMUM OF 4"HIGH WITH A MINIMUM STROKE WIDTH OF 0.5". L-1 LANDSCAPE PLAN `�' z
• SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE EACH � ��-,
A-2 ENTRY LEVEL FLOOR PLAN � W
SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS,AND ON � N o
EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING BASEMENTS AND HABITABLE A-3 2nd LEVEL FLOOR PLAN U W
ATTICS.SMOKE ALARMS SHALL BE INTERCONNECTED,RECEIVED THEIR PRIMARY '; A-4 EXTERIOR ELEVATIONS � Q
POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACKUP. � A-5 EXTERIOR ELEVATIONS �n M 3`�
• AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING OR �J J � �N
A-6 ROOF PLAN � T�
SLEEPING UNITS WITHIN WHICH FUEL-BURNING APPLIANCES ARE INSTALLED AND IN � �, � ��
SWELLING UNITS THAT HAVE AN ATTACHED GARAGE.CARBON MONOXIDE ALARMS r -�� = A-7 SECTIONS W � Qo
SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE WELLLING UNIT SLEEPING AREA IN -� �"��' Q y"
THE IMMEDIATE VICINITY OF THE BEDROOM AND ON EVERY LEVEL OF A DWELLLING �� �-7%,�'°`�r i j;i,� ;: �--� SO STRUCTURAL NOTES � �
18831 ARATA WAY �"
UNIT INCLUDING BASEMENTS. - �`eg� o ��
S1 FOUNDATION PLAN
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I i- S3 SECOND FLOOR FRAMING PLAN z U .o c
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SPECIAL INSPECTIONS PROJECT DATA
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PRIOR TO FINAL OCCUPANCY: ��
A��woRKREQ��R�N��NSPE�T�oNSM�STBEooNEBY�ERT�F�Eo�NSPE�T�oNA�EN�Y. A. THE PROPERTY OWNER SHALL RECORD A COVENANT ON THE PROPERTY FOR THE NEW TREES/ PROJECTADDRESS: 18831 ARATAWAY �,
• RETROFIT HOLDOWN ANCHORS MAY BE INSPECTED BY THE ENGINEER OF RECORD.THE EOR SHALL ZONING: R15 �
PROVIDEALETfERTOTHECITYFIELDINSPECTORATTHETIMEOFHOLDOWNINSPECTIONDESCRIBING SHRUBS PLANTED FOR PURPOSE OF REQUIRED REPLACEMENTTREES,PRIVACY PROTECTION, ASSESSORPARCELNUMBER: 375-012-032 �
THEREsu�TsoFTHE�NSPECT�oN�s>. AND REQUIRED FRONTYARD TREE. coNSTRucTioNTYPE: v-B �
B. FOLLOWING COMPLETION OF CONSTRUCTION,AN AFFIDAVIT FROM AN ISA-CERTIFIED ARBORIST OCCUPANCYTYPE: R-3/U y
SHALL BE PROVIDED CONFIRMING THAT THE NEW TREES HAVE BEEN PLANTED PROPERLY AND LOT SIZE: 5,254.29 S.F. 3
DEMO EXISTING RESIDENCE: 990 S.F. �
DEFERRED APPROVALS ACCORDING TO PLAN. �St F�ooR: �,011.75 S.F. �
C. A PLANNING DIVISION INSPECTION IS REQUIRED TO VERIFY EXTERIOR MATERIALS/FINISHES, 2nd FLOOR: 935.25 S.F.
DEFERRED APPROVALS ARE SUBJECT TO CITYS APPROVAL TREES,LANDSCAPING,AND SITE WORK. BASEMENT: �,011.75 S.F.
2 CAR GARAGE: 413.5 S.F.
• FIRE SPRINKLER SYSTEM TO BE SUBMITTED AND APPROVED UNDER A SEPERATE TOTAL LIVING: 2,958.75 S.F.
PERMIT. �
PROPOSED FLOOR AREA: 2,360.5 S.F.
FLOOR AREA LIMIT CALCULATION: MAX.FLOOR AREA: 2,364.4 S.F. �
AREA S.F. LOT COVERAGE: 1,621.75 S.F. z
CALG R E E N MAN DATO RY M EAS U R ES A 7'-0"x3'-0" 21 A(NON F.A.R.) MAX.LOT COVERAGE: 2,627.15 S.F. �
B 15'-0"x1'-0" 15.0 2ND TO 1 ST FLOOR RATIO: 65.6%(66%MAX.)
A4.1 PLANNING&DESIGN-SITE DEVELOPMENT C 35'-4"x39'-4" 1389.75 O
4.106.2:A PLAN IS DEVELOPED&IMPLEMENTED TO MANAGE STORM WATER DRAINAGE D 2'-8"x7'-8" 20.50 OWNER: W �
DURING CONSTRUCTION, E 2'-0"x4'-8" 9A(NON F.A.R.) SCOTT MENDEZ /�
4.106.3:THE SITE SHALL BE PLANNED&DEVELOPED TO KEEP SURFACE WATER AWAY F 25'-0"x6'-8" 166.5(NON F.A.R.) 18831 ARATA WAY V ` �
FROM BUILDINGS.CONSTRUCTION PLANS SHALL INDICATE HOW SITE GRADING OR A 1st FLOOR SUBTOTAL FLOOR AREA 1425.25 CUPERTINO,CA r
DRAINAGE SYSTEMS WILL MANAGE ALL SURFACE WATER FLOWS. G 11'-8"x2'-0" 23.25 SCOTT@SMCDEVELOPERS.COM 7 � �
A4.2 ENERGY EFFICIENCY L
4.201.1 LOW-RISE RESIDENTIAL BUILDINGS SHALL MEET OR EXCEED THE MINIMUM H 25'-0"x35'-8" 891.5 SCOPE OF WORK: � � U
STANDARD DESIGN REQUIRED BY THE CALIFORNIA ENERGY STANDARDS. I 2'-8"x7'-8" 20.50 DEMO EXISTING RESIDENCE AND CONSTRUCT A 2nd STORY TO INCLUDE 4 BEDROOMS,3.5
A4.3 WATER EFFICIENCY&CONSERVATION 2nd FLOOR SUBTOTAL FLOOR AREA 935.25 BATH AND FULL BASEMENT.PROVIDE NEW STRUCTURAL,MECHANICAL,PLUMBING AND Q
4.303.1:INDOOR WATER USE SHALL BE REDUCED BY AT LEAST 20%USING ONE OF THE J 15'-0"x21'-4" 320A(NON F.A.R.) ELECTRICAL AS NECESSARY AND SHOWN ON PLANS. �
FOLLOWING METHODS K 2'-8"x7'-8" 20.5(NON F.A.R.)
1.WATER SAVING FIXTURES OR FLOW RESTRICTORS SHALL BE USED. L 35'-4"x19'-0" 671.25(NON F.A.R.) �
2.A 20%REDUCTION IN BASELINE WATER USE SHALL BE DEMONSTRATED. BASEMENT SUBTOTAL FLOOR AREA 1011.75 G EN ERAL NOTES � Q
4.403.2:WHEN USING THE CALCULATION METHODS SPECIFIED IN SECTION 4.303.1 �
MULTIPLE SHOWERHEADS SHALL NOT EXCEED MAXIMUM FLOW RATES TOTAL FLOOR AREA 2360.50 �
4.303.3 PLUMBING FIXTURES(WATER CLOSETS&URINALS)&FITTINGS(FAUCETS& 1. CONTRACTOR SHALL COMPLY WITH ALL CONTRACTOR SHALL COMPLY WITH ALL � �
SHOWERHEADS)SHALL COMPLY WITH SPECIFIED PERFORMANCE REQUIREMENTS. CALIFORNIA RESIDENTIAL CODE(CRC)2013,CALIFORNIA BUILDING CODE(CBC)2013,
OUTDOOR WATER USE: CALIFORNIA MECHANICAL CODE(CMC)2013,CALIFORNIA PLUMBING CODE(CPC)2013,
4.304.1 AUTOMATIC IRRIGATION SYSTEMS INSTALLED AT THE TIME OF FINAL INSPECTION CALIFORNIA FIRE CODE(CFC)2013,CALIFORNIA ELECTRICAL CODE(CEC)2013, � r
SHALL BE WEATHER OR SOILED-BASED. CALIFORNIA GREEN BUILDING CODE(CGBC)2013,ENERGY EFFICIENCY STANDARDS TITLE �
A4.4 MATERIAL CONSERVATION&RESOURCE EFFICIENCY 24 � � O
4.406.1:JOINTS&OPENINGS.ANNULAR SPACES AROUND PIPES,ELECTRIC CABLES, 2. INSULATION AT ALL EXTERIOR WALLS,WALLS BETWEEN HOUSE AND GARAGE,WOOD
CONDUITS,OR OTHER OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE PROTECTED FLOOR,FLOOR ABOVE GARAGE,AND CEILINGS SHALL BE(PER T-24 CALCS): /y�
AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT WALLS:R-15 INSULATION(SPRAY FOAM)CRAWL SPACE:R-19 INSULATION(SPRAY FOAM) Q W z
MORTAR,CONCRETE MASONRY OR SIMILAR METHOD ACCEPTABLE TO THE ENFORCING F ROOF ATTIC SPACE:R-45 INSULATION(BATT) r �
AGENCY. STAPLE CERTIFICATE ADJACENT TO OVERHEAD DOOR ON INTERIOR OF GARAGE � �
4.408.1:A MINIMUM OF 50%OR THE CONSTRUCTION WASTE GENERATED AT THE SITE IS 3. VENTILATION REQUIRED:ATTIC MINIMUM OF 1/300 OF ATTIC SPACE.PROVIDE A MINIMUM � �
DIVERTED TO RECYCLE OR SALVAGE OF 50%AT ROOF WITH DORMER VENTS WITH THE BALANCE OF THE REQUIRED VENTING
4.408.2 WHERE A LOCAL JURISDICTION DOES NOT HAVE A CONSTRUCTION& AT EAVES. W
DEMOLITION WASTE MANAGEMENT ORDINANCE,A CONSTRUCTION WASTE 4. SITE DRAINAGE:NO DRAINAGE ACROSS OR ONTO ADJACENT PROPERTIES OR ON SITE �
MANAGEMENT PLAN SHALL BE SUBMITTED FOR APPROVAL TO THE ENFORCING WATER RETENTION.PROVIDE A MINIMUM 5%SLOPE ON PERVIOUS SURFACES AND 2%
AGENCY. SLOPE ON IMPERVIOUS SURFACES WITHIN 10'OF STRUCTURE. �
4.410.1 AN OPERATION&MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING 5. FOUNDATION:SOIL UNDER SLAB AND FOOTINGS TO BE 95%COMPACTED.ALL BEARING
OCCUPANT OR OWNER. � FOOTINGS SHALL EXTEND A MINIMUM OF 12"INTO UNDISTURBED SOIL,UNLESS r,
A4.5 ENVIRONMENTAL QUALILTY L OTHERWISE NOTED.FOUNDATIONS AND HOUSE SLAB SHALL BE 2500 PSI AT 28 DAYS.FLAT ���
POLLUTANT CONTROL: WORK SHALL BE 2500 PSI AT 28 DAYS.FINISH FLOOR SLAB SHALL BE A MINIMUM OF 6"
4504.1 DUCT OPENINGS&OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS ABOVE GRADE.
SHALL BE COVERED DURING CONSTRUCTION. PROVIDE COPIES OF ANY COMPACTION OR SOILS ANALYSIS REPORTS TO THE BUILDING
4.504.2.1 ADHESIVES,SEALANTS&CAULKS SHALL BE COMPLIANT WITH VOC&OTHER DEPARTMENT PRIOR TO THE FOUNDATION INSPECTION.
TOXIC COMPOUND LIMITS. 6. SILL PLATES WILL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. Date: 10/1/16
4.504.2.2:PAINTS,STAINS&OTHER COATINGS SHALL BE COMPLIANT WITH VOC LIMITS. I--I 7. ALL EXTERIOR AND INTERIOR BEARING WALLS SHALL BE 2x4 D.F.WOOD STUDS AT 16" Drawn By: DCW
4.504.2.3:ALL PAINTS&COATINGS SHALL BE COMPLIANT WITH PRODUCT WEIGHTED C O.C.UNLESS OTHERWISE NOTED ON PLANS.
MIR LLIMITS FOR ROC&OTHER TOXIC COMPOUNDS. 8. PROVIDE SOLID BLOCKING AT ALL FURRED CEILINGS AND SOFFITS AT WALLS. Revisions:
4.504.2.4:DOCUMENTATION SHALL BE PROVIDED TO VERIFY THAT COMPLIANT VOC LIMIT 9. AT ALL NON-BEARING WALLS PARALLEL TO ROOF TRUSS THAT ARE UNBRACED FOR
FINISH MATERIALS HAVE BEEN USED. K I D MORE THAN 6'-0"PROVIDE A 2x4 DIAGONAL BRACE FROM THE TOP PLATE TO THE TOP
4.504.3:CARPET&CARPET SYSTEMS SHALL BE COMPLIANT WITH VOC LIMITS. CHORD WITH A MINIMUM OF 2-16d EACH END.
4.504.4:50%OF FLOOR AREA RECEVING RESILIENT FLOORING,SHALL COMPLY WITH THE 10. BOTTOM CHORD OF TRUSS TO BE BRACED AT 12'O.C.(MINIMUM).
VOGEMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE 11. ALL EXTERIOR DOOR AND WINDOW HEADERS SHALL BE 6x12 WITH DOUBLE TOP PLATE
SCHOOLS(CHPS)LOW-EMITTING MATERIALS LIST OR BE CERTIFIED UNDER THE OVER,UNLESS OTHERWISE NOTED.
RESILIENT FLOOR COVERING INSTITUTE(RFCI)FLOORSCORE PROGRAMS. I 12. POWER DRIVEN FASTENERS:ICBO#1290,PIN#DN72 AS MANUFACTURED BY"HILTI".
4.505.2:VAPOR RETARDER&CAPILLARY BREAK IS INSTALLED AT SLAB ON GRADE �J SPACING:18"O.C.AT ALL BEARING WALLS,36"O.C.AT ALL NON-BEARING WALLS.
FOUNDATIONS. 13. EXTERIOR STUCCO-LA HABRA,THREE-COAT STUCCO SYSTEM.FINAL COAT TO HAVE
4.505.3:MOISTURE CONTENT OF BUILDING MATERIALS USED IN WALL&FLOOR FRAMING INTEGRAL COLOR.
IS CHECKED BEFORE ENCLOSURE. 14. STUCCO FINISHES AT EDGES SHALL INCLUDE THE FOLLOWING:DRIP SCREED,SUPERIOR
INDOOR AIR QUALITY&EXHAUST #1/CASING BEAD,MILCOR#66/EXTERIOR CORNER,MILCOR#1 EXP.JOINT.INTERIOR Site Plan
4.506.1 EXHAUST FANS WHICH TERMINATE OUTSIDE THE BUILDING ARE PROVIDED IN CORNER,MILCOR#30 EXP.JOINT.
EVERY BATHROOM. 15. ALL WINDOWS SHALL BE DUAL GLAZED WITH VINYL FRAME.SEE ELEVATIONS FOR GRIDS.
ENVIRONMENTAL COMFORT 16. ALL EXTERIOR SLIDING GLASS DOORS AND WINDOWS WITH SILLS WITHIN 18"OF THE
4.507.1:WHOLE HOUSE EXHAUST FANS SHALL HAVE INSULATED LOWERS OR COVERS FLOOR AND WITHIN A 24"ARC OF EITHER VERTICAL EDGE OF AN EXTERIOR DOOR IN A
WHICH CLOSE WHEN THE FAN IS OFF.COVERS OR LOWERS SHALL HAVE A MIN. A CLOSED POSITION SHALL BE TEMPERED.H.S.=HORIZONTAL SLIDER,S.H.=SINGLE HUNG,
INSULATION VALUE OF R-4.2. OBS.=OBSCURE,FXD.=FIXED,TEMP.=TEMPERED,HLF.RND.=HALF ROUND.
4.507.2:DUCT SYSTEMS ARE SIZED,DESIGNED&EQUIPMENTS IS SELECTED USING THE 17. SILL PLATES FOR NON-BEARING WALLS MUST BE ANCHORED TO SLAB WITH HARDENED
FOLLOWING METHODS: CEMENT NAILS.
1.ESTABLISH HEAT LOSS&HEAT GAIN VALUES ACCORDING TO ACCA 18. EXTERIOR SILL PLATES SHALL BE CAULKED AT JOINTS WITH CONCRETE SLAB.CAULK ALL
MANUAL J OR EQUIVALENT. Base m e n t 2 n d FI oo r 1 st FI oo r OAT JUN TSONS OF MAJOR OMPONENTS.JOINTS BETWEEN DISSIMILAR MATERIALS,AND
2.SIZE DUCT SYSTEMS ACCORDING TO ACCA 19-0(MANUAL D)OR EQUIVALENT.
3.SELECT HEATING&COOLING EQUIPMENT ACCORDING TO ACCA 36-S(MANUAL 19. PROVIDE ONE COAT HEAVY-BODIED ACRYLIC STAIN ON BARGE RAFTERS,FASCIA BOARDS,
S)OR EQUIVALENT. EXPOSED EAVES,AND WOOD TRIM.
INSTALLER&SPECIAL INSPECTOR QUALILFICATIONS 20. CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS IN FIELD.ANY CONFLICTS
702.11:HVAC SYSTEM INSTALLERS ARE TRAINED&CERTIFIED IN THE PROPER OR DISCREPANCIES ARE TO BE BROUGHT TO THE DESIGNER'S ATTENTION PRIOR TO
INSTALLATION OF HVAC SYSTEMS. CONSTRUCTION.
702.2:SPECIAL INSPECTORS EMPLOYED BY THE ENFORCING AGENCY MUST BE ■ 21. BACKFLOW PREVENTER REQUIRED ON ALL HOSE BIBBS.
QUALIFIED&ABLE TO DEMONSTRATE COMPETENCE IN THE DISCIPLINE THEY ARE FI oo r Area D i ag ram 22. FLOOD ZONE DESIGNATION AE AND BASE FLOOD ELEVATION(BFE)OF 26.4'NAVD'88.
INSPECTING. 23. ALL MATERIALS BELOW BFE SHALL BE RESISTANT TO FLOOD DAMAGE.
703.1:VERIFICATION OF COMPLIANCE WITH THIS CODE MAY INCLUDE CONSTRUCTION SCGZIe. 1�U��=1�-O��
DOCUMENTS,PLANS,SPECIFICATIONS,BUILDER OR INSTALLER CERTIFICATION, Project No:
INSPECTION REPORTS OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY
WHICH SHOW SUBSTANTIAL CONFORMANCE. 1 622
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APN: 375-12-049
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ARATA WAY (1) A CURRENT TITLE REPORT FOR THE SUBJECT PROPERTY �F,�oANO SG,�,G
HAS NOT BEEN EXAMINED BY GARY D.CARNES,LAND ��,�'� Cq�F.� ..
SURVEYOR,EASEMENTS OF RECORD MAY EXIST THAT ARE
NOT SHOWN ON THIS MAP. �Q m� w
(2) TREE SPECIES AND DRIP LINES ARE APPROXIMATE c� No.4516 � .. �
AND SHOULD BE VERIFIED BY A CERTIFIED EXP.9-30-1 z
LOT 41 ARBORIST. � � � �
LOT 43 TRACT�004 TRACT 1004 (3) ALL DISTANCES&DIMENSIONS ARE IN FEET AND DECIMALS 9TF * Fo� ..►� �� II Pq �
TRACT 1004 �F CA�� \ Z
APN: 375-13-008 APN: 375-13-009 APN: 375-13-010 THEREOF. E o Q � �� O �
(4) THE UNDERGROUND UTILITIES SHOWN ON THIS MAP ARE A � A P�.
APPROXIMATE AND BASED ON EVIDENCE AT THE SURFACE.
(5) BUILDING DIMENSIONS SHOWN ON THIS MAP ARE MEASURED
FROM THE TRIM,STUCCO OR SIDING AT RIGHT ANGLES TO
THE PROPERTY LINES. � `�
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(6) ELEVATIONS SHOWN ON THIS MAP ARE ASSUMED AND '" o
BASED ON GOOGLE EARTH'S APPROXIMATE NAVD88 DATUM.
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