HomeMy WebLinkAboutNCP 13-01; Johnson Residence; Administrative Permits (ADMIN) (3)r---------------------------------------------~~-~-----~ --~-~-------------~~---~ --------
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I ABBREVIATIONS IIARCHITECTURAL LEGEN~I PROJECT TEAM
~============================================================ II OWNER
A.F.F. ABOVE FINISH FLOOR FLR. FLOOR ~NG/
ADD. ADDENDUM F.D. FLOOR RAN
A.D. AREA DRAIN FLUOR. FLUORESCENT
AL. ALUMINUM FTG. FOOTING
A.B. ANCHOR BOLT FND. FOUNDATION
ARCH. ARCHITECT (URAL) FR. FRENCH
BRG. BEARING F.O.B. FURNISHED BY OTHERS
BLK. BLOCKING FUT. FUTURE
BD. BOARD FX. FIXED
B.S. BOTH SIDES GA. GAUGE
BRK. BRICK G.l. GALVANIZED IRON
BLDG. BUILDING G.C. GENERAL CONTRACT (OR)
CAB. CABINET GYP. GYPSUM
CSMT. CASEMENT HDW. HARDWARE
C.I.P.C. CAST-IN-PLACE-CONCRETE HDR. HEADER
CLG. CEILING HT. HEIGHT
C.T. CERAMIC TILE H.C. HOLLOW CORE
C.L. CENTER LINE HOR. HORIZONTAL
CIR. CIRCUE H. B. HOSE BIBB
CIRC. CIRCULATION INCL. INCLUDE JPJ~NG~ CLR. CLEAR (ANCE) I. D. INSIDE Dl TE
COL. COLUMN INT. INTERIOR
COMB. COMBINATION JT. JOINT
CONC. CONCRETE JST. JOIST
CON ST. CONSTRUCTION KPL. KICKPLATE
CONT. CONTINUOUS OR CONTINUE KIT. KITCHEN
CONTR CONTRACT (OR) LBL. LABEL
CTR. COUNTER LAV. LAVATORY
CFL. COUNTERFLASHING LH. LEFT HAND
CFT. CUBIC FOOT L. LENGTH
CYD. CUBIC YARD LT. LIGHT
DTL. DETAIL LW. LIGHTWEIGHT
DIAG. DIAGONAL LWC. LIGHTWEIGHT CONCRETE
DIA. DIAMETER LVR. LOUVER
DIM. DIMENSION MANUF. MANUFACTURE
DR. DOOR MRB. MARBLE
D.H. DOUBLE HUNG MAS. MASONRY
DC DISCONNECT SWITCH (HVAC) MTRL. MATERIAL (S)
E.F. EACH FACE MAX. MAXIMUM
E.S. EACH SIDE M.G. MEDICINE CABINET
E. EAST MED. MEDIUM
ELEC. ELECTRIC ~CAL~ MTL. METAL
E.P. ELECTRIC AN LBOARD MICRO. MICROWAVE
EL. ELEVATION MIN. MINIMUM
EO. EQUAL MIR. MIRROR
EST. ESTIMATE MISC. MISCELLANEOUS
EXIST. EXISTING MULL. MULLION
EXP. EXPOSED NOM. NOMINAL
EXT. EXTERIOR N. NORTH
F.B. FACE BRICK N.I.C. NOT IN CONTRACT
F.O.C. FACE OF CONCRETE o.c. ON CENTER
F.O.F. FACE OF FINISH OPG. OPENING
F.O.M. FACE OF MASONRY OPP. OPPOSITE
F.O.S. FACE OF STUDS O,D, OUTSIDE DIAMETER
FGL. FIBERGLASS OA. OVERALL
FIN. FINISH (l'Dl PTD. PAINTED
F.F. FINISH LOOR PNL. PANEL
FPL. FIREPLACE PAR. PARALLEL
FLG. FLASHING PKG. PARKING
PLY. PLTWOOD
PT. POINT
P.S.F. POUNDS PER SQUARE FOOT
P.S.I. POUNDS PER SQUARE INCH
PCC. PRECAST CONCRETE
PFB. PREFABRICATED
PFN. PREFINISHED
PL. PROPERTY LINE
RAD. RADIUS
REFER. REFERENCE
REF. REFRIGERATOR
REM. REMOVE
RAG. RETURN AIR GRILL
R.H. RIGHT HAND
R.O.W. RIGHT OF WAY
R. RISER
R.D. ROOF DRAIN
RFG. ROOFING
RM. ROOM
R.O. ROUGH OPENING
SCH. SCHEDULE
SHT. SHEET
SH. SHELF, SHELVING
SIM. SIMILAR
SKLT. SKYLIGHT
S.C. SOLID CORE s. SOUTH
SPL. SPECIAL
SPEC. SPECIFICATION (S)
SQ. SQUARE
S.F. SQUARE FEET
STD. STANDARD
STL. STEEL
STR. STRUCTURAL sus. SUSPENDED
TEL. TELEPHONE
TV. TELEVISION
THK. THICK ~NES~ T. & B. TOP & OTT M
T.&G. TONGUE & GROOVE
T.O.C. TOP OF CURB
T.O.P. TOP OF PLATE
TRAN. TRANSOM
TR. TIIREAD
TYP. TYPICAL
U.O.N. UNLESS OTHERWISE NOTED
VNR. VENEER
VERT. I~ERTICAL
VIN. INYL
WSCT. WAINSCOT w.c. WATER CLOSET
W.H. WATER HEATER
W.P. WATERPROOFING
W.W.M. WELDED WIRE MESH w. WEST wow. WINDOW
WD. WOOD
W.l. WROUGHT IRON
t--
1
(_~)
0
0
0
I I
1===:::1
DIMENSION TO FACE OF STUD
DIMENSION TO CENTER LINE
DOOR REFERENCE SYMBOL
WINDOW REFERENCE SYMBOL
SHEAR PANEL INDICATION
SYMBOL
REVISION REFERENCE SYMBOL
DETAIL NUMBER
SHEET NEUMBER
SECTION REFERENCE
SHEET NUMBER
INTERIOR ELEVATION REFERENCE
EXISTING WALL TO REMAIN
EXISTING WALL TO BE REMOVED
NEW STUD WALL PER PLAN
ARCHITECT: MARK MITCHELL ARCHITECTURE AND PLANNING
4747 MISSION BLVD. SUITE llfi
SAN DIEGO, CA. 92109
PHONE#: (858) 274 • 5978
FAX#: (858) 274-5981
TITLE 24: DAVID SCHNEIDER
I PROPERTY DESCRIPTION
EXISTING SINGLE STORY DUPLEX
SOILS STATEMENT
THE STRUCTURE WILL BE LOCATED ENTIRELY ON UNDISTURBED
NATIVE SOIL. IF THE BUILDING INSPECTOR SUSPECTS FILL,
EXPANSIVE SOILS OR ANY GEOLOGIC INSTABILITY BASED UPON
OBSERVATION OF THE FOUNDATION EXCAVATION, A SOILS OR
GEOLOGICAL REPORT, AND RESUSMITT AL OF PLANS TO PLAN
CHECK TO VERIFY THAT THE REPORT RECOMMENDATIONS HAVE
BEEN INCORPORATED, MAY BE REQUIRED.
SIGNATURE·===-=====-====_DATE OWNER/LICENSED ENGINEER OR ARCHITECT ~--
MR. JOHNSON
3784 JEFFERSON STREET
CARLSBAD, CA 92008
I SHEET INDEX
ARCHITECTURAL:
C-COVER
SP1-GENERAL NOTES & SPECIFICATIONS
S~2-GENERAL NOTES & SPECIFICATIONS
SP3-TITLE 24 CALCULATIONS
A 1.0-SITE PLAN & WPC PLAN
A2.0 -DEMO AND CONSTRUCTION PLANS
A2.1 -FRAMING AND FOUNDATION PLANS
A3.0 ·ELEVATIONS AND SECTION
A4.0-ELECTRICAL AND MECHANICAL PLAN
D1-DETAILS
-r "
----~~~---~-~----------------------------------~~---------,
I' '
\.. ..1
II PROJECT DATA
SITE ADDRESS: 3784-6 Jefferson Street
Carlsbad, CA 92006
ASSESSORS PARCEL NUMBER N.
LEGAL DESCRIPTION
204-291-09-00
LOT 9 , BLOCK 1291 ON MAP
2969-PALM VISTA, PAGE 29
IN THE SAN DIEGO COUNTY
ASSESSOR'S
MAPBOOK204.
YEAR BUILT: UNKNOWN
EXISTING USE: TWO FAMILY RESIDENTIAL
PROPOSED USE: TWO FAMILY RESIDENTIAL
ZONE: R-2
COMMUNITY PLAN: PALM VISTA
GENERAL PLAN LAND USE DESIGNATION: RM-RESIDENTIAL
MEDIUM DENSITY
LOT AREA: 6300SQ. FT.
DISTURBED AREA: 1000 SQ. FT.
SETBACKS: REQUIRED: SHOWN:
20FT. 25FT. FRONT
SIDE
REAR
SIDE
6FT. 5 FT. EXISTING/6FT. NEW
12FT. 1B FT.
6FT. 6FT.
BUILDING HEIGHT
MAXIMUM ALLOWED:
SHOWN:
30 FT. ALLOWED
16'-3' EXISTING, 12'-6"
NEW ADDITION
AREAS:
EXISTING SQUARE FOOTAGE
DUPLEX:
GARAGE:
TOTAL EXISTING:
NEW SQUARE FOOTAGE
DUPLEX FIRST FLOOR:
GARAGE:
TOTAL NEW:
TOTAL NEW+ EXISTING:
REMODEL:
LOT COVERAGE
LOT AREA:
MAXIMUM ALLOWABLE:
EXISTING+ NEW:
1660 SQ. FT.
440 SQ. FT.
2100 SQ. FT.
760 SF
OSF
760 SQ. FT.
2860 SQ. FT.
2100 SQ. FT
6300SQ. FT.
50.0%
45.4%
~-----------------------, Clt'Y OF CARLSBAD
Administrative Pennit
~;,;; N'~.-Nc -e ·m·; or·····----------
II SCOPE OF WORK
New master suite additions at rear of existing dwellings and
completely remodel the existing dwelling units.
I BUILDING CODE DATA]
CONSTRUCTION:
OCCUPANCY CLASSIFICATION:
NUMBER OF STORIES:
GOVERNING CODES:
SPRINKLER SYSTEM:
AIRPORT APPROACH:
AIRPORT ENVIRONS:
TYPEV B
R-2
1
SEE SP-1 GENERAL NOTES
FOR COMPLETE LIST.
NO
NO
NO
THIS PROJECT WILL COMPLY WITH THE CURRENT
CALIFORNIA CONSTRUCTION CODES AND ADHERE TO THE
2010 CALIFORNIA BUILDING CODE, THE 2010 CALIFORNIA
ELECTRICAL CODE, THE 2010 CALIFORNIA PLUMBING CODE,
AND THE 2010 CALIFORNIA MECHANICAL AND FIRE CODE.
I VICINITY MAP
~ (.)
0
(.) u: ~
PROJECT SITE
PROJECT#: NCP 13-01
ISSUE FOR REVIEW
06/07/2013
RESUBMITTAL
OB/13/2013
... ...
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COVER
SCALE: NONE
DRAWN: PAD
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New Master
Su1te Add1tlon
300t§~ 1-story
attached
Ex1sbng I -story
attached
res1dence
#3784
c
New Master
Su1te Add1tlon
380 sf
Ex1stmg I -story
attached
res1dence
#378G
. ---Pt.-·--.--·--·
60'
DE
Jefferson Street
@ WATER POLLUTION CONTROL PLAN
1/8" = 1'-0"
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STORM WATER NOTES:
IEJ SILTFENCE
(!] SAND BAGS 0 ~ CONSTRUCTION DELIVERY AREA. TRUCK K::7l
WILL NOT BE ALLOWED INSIDE THE LOT, ~
ONLY ON THE ALLEYWAY
@] CONCRETE DRIVEWAY
~ STABILIZED CONSTRUCTION ENTRANCE
SPECIAL CONDITIONS:
a. NO CONSTRUCTION STAGING OR STORAGE SHALL
OCCUR ON THE EXISTING PUBLIC RIGHT-OF-WAY,
AND CONSTRUCTION ACTIVITIES SHALL NOT
IMPEDE OR BLOCK ACCESS TO THE SHORELINE
OR NEIGHBORING HOUSES IN ANY WAY.
b. IF, DURING CONSTRUCTION, IT IS DETERMINED
THAT ANY OF THE EXTERIOR WALLS NEED TO BE
DEMOLISHED (BEYOND THOSE PERMITIED
HEREIN), DUE TO THE DETERIORATED
CONDITION OF THE WALLS (TERMITES, WOOD ROT,
ETC.), THE APPLICANT SHALL IMMEDIATELY
CONTACT THE EXECUTIVE DIRECTOR TO
DETERMINE IF A COASTAL DEVELOPMENT PERMIT
OR AN AMENDMENT TO THIS PERMIT IS
NECESSARY.
STORM WATER QUALITY NOTES CONSTRUCTION BMP'S
THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE PERMIT;
CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, SAN DIEGO REGION,
ORDER No. 2001.01 NPDES No.CAS010875
NOTES 1-6 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR
CONSTRUCTION BMP'S.
1. SUFFICIENT BMPS MUST BE INSTALLED TO PREVENT SILT, MUD OR
OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE ADJACENT
STREET($) OR STORM WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION
VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY SUCH DEBRIS
THAT MAY BE IN THE STREET AT THE END OF EACH WORK DAY OR AFTER A STORM
EVENTTHAT CAUSES A BREECH IN THE INSTALLED CONSTRUCTION BMPS.
2. ALL STOCK PILES OF UNCOMPACTED SOIL AND/OR BUILDING MATERIALS
THAT ARE INTENDED TO BE LEFT UNPROTECTED FORA PERIOD GREATER THAN
SEVEN CALENDAR DAYS ARE TO BE PROVIDED WITH EROSION AND SEDIMENT
CONTROLS.
SUCH SOILS MUST BE PROTECTED EACH DAY WHEN THE PROBABILITY OF RAN IS
40% OR GREATER.
3. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH
PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO
BE POURED IN PLACE ON THE SITE.
4. ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN
WORKING ORDER AT ALL TIMES.
5. ALL SLOPES THAT ARE GREATER OR DISTURBED BY CONSTRUCTION
ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT
ALIL TIMES.
6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT
MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO
THE ENVIRONMENT.
60'
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1
Existing Water
Meter
-r--L-
• 0 I g
CD SITE PLAN 1 1/8" -1 '-0"
19'-o"
New Master
Su1te Add1tlon \
3 0 sf --------------,
I
20% Setback Une
10'-o' 19'-0"
2 ' Setback Line
6'-0"
1
ExiJting Gas l Meters
I
I
---------------------
I
I ____ .J
so· -o· 5'-0"
Existing Driveway
t":12' min slope 1
towards street
No Gradmg
EXISTING
TOPOGRAPHY TO
REMAIN -------P--l-
60'
Existing Sewer
Lateral (verify
location)
Jefferson Street
!><XI FH
I
_j
ISSUE FOR REVIEW
06/07/2013
RESUBMITTAL
08113/2013
DRAWING
~ @5
2l I? @
~
I? = 25 @
@5
~
SITE PLAN & WPC
PLAN
SCALE: VARIES
DRAWN: PAD
JOB: JOHNSON
SHEET 5
A1.0
<D 1'-
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li)
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OF 10 SHEETS
GENERAL NOTES:
PROVIDE 4x6 OVER All All 3' -o• WIDE DOORS OR LESS.
STATE HEALTH & SAFElY CODE SEC. 17921.9 BANS THE
USE OF CHLORINATED POLYVINYL CHLORIDE (CPVC) AND
CROSSLINKED POLYETHELYN {PEX) FOR INTERIOR
WATER-SUPPLY PIPING.
PROVIDE PRIMARY & SECONDARY CONDESATE UNES 0 FAU,
TO BE RUN AS REQUIRED BY THE UBC. & UPC.
FIELD VERIFY All EXISTING DIMENSIONS PRIOR TO
CONSTRUCTION OF NEW WALLS CONTACT ARCHITECT IF
FINDINGS ARE DIFFERENT.
FULLY TEMPERED AND LAMINATED GLASS
SHALL COMPLY WITH CATEGORY II OF CPSC 16
CFR 1201, USTED IN CHAPTER 35 {SEC. 2407.1)
PROVIDE AT LEAST 1 INCH OF AIR SPACE
BETWEEN THE INSULATION AND THE ROOF
SHEATHING AT CEIUNGS APPUED DIRECTLY TO
THE UNDER SIDE OF ROOF FRAMING.
I
l'----remove WQII for
new close$ oars
and install)-ew
header pef'"
construction plan
f'
All DOORS TO BE SOUD CORE
All PLUMBING FIXTURES TO BE SELECTED BY OWNER AND
INSTALLED BY CONTRACTOR
PERMANENT VACUUM BREAKERS SHALL BE
INCLUDED WITH All HOSE BIBS.
NEW WATER CLOSETS SHALL BE ULTRA LOW FLUSH USING
NO MORE THAN 1.28 GALLONS OF WATER PER FLUSH PER
CPC SECTION 402.
PROVIDE MIXING VALVES AT SHOWER PER UPC SEC. 42D.O.
FAUCETS TO BE 2.2 G.P.M. MAX.
SHOWER HEADS TO USE 2.5 G.P.M. MAX
5 AIR CHANGES PER HOUR FOR BATHROOM VENTILATION IN
FIRST FLOOR BATH 1.
CEIUNG/SOFm AT 7' -o• ABOVE FINISH FLOOR FOR
MECHANICAL DUCTING. USE 2x FURRING OR
1 1 /2"x 20 GA. G.l. L" METAL SUPPORTED AT 48" o/ c
All EXISTING WINDOWS NOT NOTED ARE TO BE REPLACED
WITH NEW MILGARD SM.E UNE VINYL DUAL PANE
REPLACEMENT WINDOWS IN THE EXISTING OPENINGS, USING
TEMPERED GLASS IF REQUIRED PER SP2, DIV. 8, 2.1 &
2.3
9'-2"
remove door --r--1 ''===j
and closet ~ -i---'1<-
existing
washer to
be moved
14'-6 3/4"
J
1-'
all bathroom fixture~to be demolished &
to garage. ~=·=~ ~
plumbing IF ~~===:::~~::}~=(;.-__.~;,r:_~·.r-ii==4==+:==~ to be cut ., ,
& copped-'-'v 1:::="'!; +-trk-F""~..d-.JL _ _j fcompletely · -+2-'-_0"-,fi ~ ~
I \ demolish existing\ '-:::Is:::::~;>~ 9 ---.._ kitchen r
I ~ J \ ·t-___:1~D'-~11!:" __ ~~~Je-__!3'-~3·:_· ~ 9'-2"
I lrsw~t h door and ~ ,_,
win pw. cut 0 0
I dow window sill ,.-
I for ew door and REF ~
fill t door for v
l=====ne~ sill ~~~
(
• • 1'-51/2"
s·-o· 1 "
CD DEMOLITION PLAN
1/4" = 1 '-0"
wall to be
remoYed
14'-6 3/4"
25'-0"
~remove existing
gas wall units
remove existing~
gas wall units
.. ~. "'" '" _] new closet doors
and install new
header par
construction pion
./
remove door
and closet
} all bathroom fixtures
,..,../ to be demolished &
washer to be (
I 8 Q existing
• -moYed to u_\~1!;:=::..!===~::::::=~~~~ garage, I plumbing to
be cut &
copped
L_
-~ -L_ _ _jL-6,~""'9
completely J
oo
00
demolish existing:~ kitchen
switch door and
window. cut
down window sill
for new door and
fill at door for
new sill
wall to b.,.
removed
1'-0'1, 0'·4 ~~·
-T---i-:\~,3'·'!0~1/~4'1i' .Jijll;.2'~-~~"x4~'-0~"----:6~'.:~,.x~:._::8.:--&2~;::0";;x4;;'·0 .. " .. -IIIII!!··
Double Patio Double lo•.n 114,. ~
Hung Slldsr Hung l:' -u ~:;::
Tempered Tempered ~
Master
Bedroom
-'
4'-o· 4'-0" 0'-•1,2f2" 9'-6"
~ SIM.
11 t£\1
~~·f-0 1/4" ~ o• '
..., Double
Hung ~ Tempered "'
6'-0"x6'-8"
Patio
Slider
Master
Bedroom
1'-4 1/2" 7'-111/4' •2'-4 3/4" 3'-7 3/4" 4'-7 11 3'-7 3/4' ~2'-4 3/4"
II GQx~ [1.-imi;,.--J·-i,~;;,t, I ~ M Bath i!i-e----t-.:~ fi ~ 1.~~ r---=Q=-+1"-----=
~ r---~ _ _ _ _ Line~
~-.. ~
\&
SIM.
II~-
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11/
II (
I I
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t-- - - - - -5Shelves bd:?
T---F'~::_,..-..,~~~~~=:;~2'~-s·~xs;:a;·.a•;lf:, ~=~~~~~~Gn'i;i'==:::!~~~~~~ f'" 5'~0ftx6'-6" F 4'-D"x4'-1" 4'-D"x4'-1"
Bedroom 2 f"
/
,-...., "ExisL :\ .. ~(:!~ILl· "''!! all new fi~tures,Bath ·~ N~
5~~111 ~~~ ~~ Q ' , w J
DW 0 0
NEW Sliding NEW Sliding
Existing
Bedroom 3
5'-0"x6'-8°
Existing
Bedroom 3
5'-0"x6'-6"
(.
2'-8"x6'-8"
/
! /II~
......
Kitchen
Living
3784
8'-0"x5'-3"
L __ _j \
new 32,000 btu FAU in o"l"ln"cc~.~itit-11---
one per unit on 1/2" plywood
platform w/ 30' work space ir
front of unit, 24" wide with
30" minimum head clearance
per umc 908.0
Garage
1\.._existing 1-hour
firewall continuous to
roof sheathing with
i" type 'x' gyp.
board on garage
side, no penetrations
Garage
"''""' '_,,. J firewall continuous to
roof sheathing with
i" type 'x' gyp.
board on garage
side, no penetrations
3786
~:::l.!~~~~~em=p~er~e~~~~[b~ 3ii tt=d~===:~::m~" ===t#b==:=J":;:··::~:o··=· ====t:!!b...d ii'
25'-0" DPENlNG IFENINGi 25'-0"
0 CONSTRUCTION PLAN
1/4" = 1'-0"
9'-6" iJ,:-0'
t£\1 ,,
2'-D"x4'-0"
DouO!e
Hung
Tempered
3'-0 1/4"
7'·11 1/4"
M Bath(~ It;£~ I Tuu~t-tt---
GJ:,~ i~
---
Bedroom 2
~ng all new i
Bath existing
plumbing to 0 r,em_a-::in=---,
1 r 1 Q
0 0 DW
Kitchen
Living
8'-D"x5'-3"
• -~-· c"' ·-. 'C • ::0 rn;.~.
r· '
•
~M.
1'-4 1/2"
fi~~=.~ --..:>f.-
ISSUE FOR REVIEW
D6/07/2013
ISSUE PER COMMENTS
06/27/2013
RESUBMITIAL
08113/2013
DRAWING
DEMOLITION
AND
CONSTRUCTION
PLANS
SCALE: VARIES
DRAWN: PAD
JOB: JOHNSON
SHEET 6
A2.0
OF 10 SHEETS
,---------------------------
SPECIAL INSPECTION:
1. PROVIDE SPECIAL INSPECTION IN ACCORDANCE WITH THE BELOW NOTED SECTION OF THE 2010 CALIFORNIA BUILDING CODE.
2. WHERE SPECIAL INSPECTION IS REQUIRED, IT SHALL BE PERFORMED BY A REGISTERED DEPUTY INSPECTOR EMPLOYED BY THE OWNER AND APPROVED BY THE GOVERNING JURISDICTION. COPIES OF THE
INSPECTION REPORTS SHALL BE SUBMITIED TO THE BUILDING DEPARTMENT AND ENGINEER FOR REVIEW.
3. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION, MUST BE COMPLETED AND SUBMITIED TO THE INSPECTION SERVICES DIVISION.
4. THESE ITEMS ARE IN ADDITION TO THE BUILDING DEPARTMENT REQUIREMENTS.
5. ITEMS REQUIRING SPECIAL INSPECTION:
E. EPOXY GROUTED ANCHOR BOLTS, CODE SECTION: 1704.13
6. THE SPECIAL INSPECTOR MUST BE APPROVED BY THE LOCAL JURISDICTION.
7. THE TESTING LABORATORY MUST BE APPROVED BY THE LOCAL JURISDICTION.
PROPERTY OWNER'S AGENT OF RECORD, ARCHITECT OF RECORD, OR ENGINEER OF RECORD AND SUBMITIED TO THE INSPECTION SERVICES DIVISION.
JURISDICTION INSPECTOR.
TYPE OF INSPECTION
E.
DESCRIPTION AND LOCATION
SPECIAL INSPECTOR TO VERIFY
THE DRILLING OF ANY HOLES, THE
CLEANLINESS OF THE HOLE, THE
MOISTURE IN THE HOLE, MIXING
OF THE EPOXY, EPOXY BRAND
AND PROPER MATERIAL ASSEMBLY.
DESIGN STRENGTH
SIMPSON
SETXP
ESR-2508
SPECIAL INSPECTOR APPROVED
NAME & NUMBER
(PERMITEE TO PROVIDE)
(INITIAL & DATE)
16' 10' 1'-o" 1' 3" 1'-0" 16' 1 o· 1'-D" 1'-0" -
2" 3'-8" 1,. -3" 3'-B" 2"
(1\
\PY • 0 I 1'\ ----- -r------ -~ :'b. ~ n"' r;. ~ ~I "
(20\ I 0 20 20 I :~ @ ~ ~ • I ...
~
I
"' I ~new 4' concrete---------------I ~
I slab per SP-1 div. I
'-ot 3 sec. 13.1 1'-o B"-5" 8'-5"
(1 1\ -1 1 (1\ I I ~ v VNEW 2X2 ~ I I PIER I 11. FOOTING I I~ LW 'I ( I 1 I /z\.. (10\ I I I ~. ~ I ~
I I I ' I • I I ' ~ CXl (l I ~_j I ) I ;-.. .___.. I n-o· 4" 7'-5" 3'-4" 3'-1" s·-o· -,, 'I
~k --/--;!e>_ ----------,
existing
'
:'b. I r;. foundation I (site verify) 15
r;.
>20\ f2o\
CD FOUNDATION PLAN
1/4" = 1'-0"
~ ~ ~ ~
-
9'-7"
-
2' 3'-B" 11'-3" .3'-8" 2"
(1\
\PY
------ -----I ~-v. :'b. n"'
"' " r;. ~
:(2o\ 20 20 0
I
~ ~ ~ ~: '+ I I I ~new 4" concrete~ I "' ~
I slab per SP-1 div. I
·-or 3 sec. 13.1 l'-0 8'-5" 8'-5"
(1\ 'I I ( 1\ •
I ' 0 I ~ NEW 2X2 \ ::_1_) "' I I ~
PIER /\I
I FOOTING L_j ~I
~ I ( 11 J (10\ SIM.~ I ~ ,,-·\ I I I
I II ~ ' \ I • r-l CXl I I I L~ I ;-..
I .___..
4" 1'-• ' 5'-0" 3'-1" 3'-4" 7'-5" I
,-:---., I 'II-
-~k ~--_I
' ----------;~1 ) b'c f existing -:§l
I foundation ~ 15 (site verify) ~ 20 \EY ~ ~ ~
• 0 I
~
CONTINUOUS SHE,THIING----~
WITH BARACED WALL PANELS
PER CRC 602.1 0.4, j" A.B.
II 32' 0/C, 10"
EMBEDMENT
New Simpson A35
angles ® 16' 0/C to
connect shear panels
to mcisting wall and
MST48 to connect top
plate to el(isting rafter
0
new 2lC:8 rafter.~
0 16" o.c.
M ster
Be room
new 2x1 ceilin
joists 0 6" o.c.
®
M Bath
Bath
DW 0 0
Kitchen
NEW
POST.
Living
new 2lC:8 rafter.~
@ 16" o.c.
MCist
Existing
Bedroom 3
Clllifornia
framing
B D
Garage
3784
@ FRAMING PLAN 2 1/4" = 1 '-0"
EXISTING
1£1\DER
New Simpson A35
angles to connect
shear panels to
existing wall and
MST48 to connect top
plate to existing ram>r-
Existing
Bedroom 3
new 2x8 rafters
0 16" o.c.
M Clst
new 1 1
framing
D B
Garage
j
Maser
Bedr om
Prior to the contractor requesting a Building Department
foundation inspection, the soils engineer shall advise the
building official in writing that:
a)The building pad was prepared in accordance with the
soils report
b)The utility trenches have been properly backfilled and
compacted
c)The foundation excavations, the soils expansive
characteristics and bearing capacity conform to the soils
report.
2 header
new 2x8 rafter.~
0 16" o.c.
TYPICAL SHEAR WALL
WBd @4" EN, 12"FN,INTERMEDIATE
2><_ STUDS. @EDGE NAILING TO
ABUTTING PANELS 2><STUDS
REQUIRED1FRAMING 16" 0/C
BLOCKED, t" PLYWOOD
This shearwall design exceeds the
provisions of the 2m0 CRC, Chpl. 6,
Sect. R682. 10.3 req·jiremant&
new 2x 0 cemn
joists 16• o.c.
®
M Bath
0 0 DW
Kitchen
Living
0
/CONTINUOUS SHEATHING
WITH BARACEO WALL PANELS
PER CRC 602.1 0.4, j" A.B. o 32" o;c, 1 o•
EMBEDMENT
New Simpson A35 angles
@ 16" 0/C to connect
shear panels to e)(isting
woU and MST48 to
connect top plate to
existing rafter
3786
EXISTING E)(ISTING 1£1\DER 1£1\DER
L__ _______________________________________________________________________________________ _
ISSUE FOR REVIEW
0610712013
ISSUE PER COMMENTS
06127/2013
RESUBMITTAL
08113/2013
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llJliJ 0
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@ t----.;-
@S t---
Ei'l -.;-
DRAWING
FOUNDATION
AND
FRAMING
PLANS
SCALE: VARIES
DRAWN: PAD
JOB: JOHNSON
SHEET 7
A2.1
OF 10 SHEETS
12'-sJ%·
'-
Q) ADDITION SECTION
1/2"-1'-0"
~-------------------New 4x12 ridge beam
12
~4
• .... .. .
. '· .
New "Closs A" GAF ESR1475 asphalt
roofing shingles to match existing,
ELK CDMP ESR-1475
Roof construction to be singles to
match existing over 1/2" T&G
_.-.------plywood over 2xB rafters ot 16"
o.c. -cut rafters down to 2x6
at eaves to match existing
building
at 16" o.c. with EcoBatt insulation
(min. R30) over 5/B" gyp bd clg
New roof edge flashing and gutter
to match existing over flashing
wrapped 3x fascia board
-1--~-------Wall construction to be stucco to
~ match existing over vapor barrier over
;~ 2x4 studs @ 16" o.c. with EcoBott
£ insulation over 5/B" interior gyp bd ~
New 4" concrete slab and footing -
see detail -T/slab min. B" above
existing grade
~---4" min. sand or
gravel below slob
_.----Anchor bolts at 24" o.c. along
pressure treated wall plates
Pitch finish grade
away from building
Undisturbed
earth below
new foofong
-------24 go. 14x24 /"" screened louver-e-:d-----~
/ attic vents ~
-/
16'
@REAR ELEVATION
1/4" = 1'-0"
_\
\
New stucco to
match existing
I
/ ~ew shingles to I ~ew vinyl window I match existing/ per plans
\ ~ ,· ., ... . ··~·· ·.. . . . . ' . . ' \. . ' ' ~·· . > . ; ' • . ·.. . . ... : . . . . .. . . . . : .. -... A-' G . --.. , : . . .·. -~ .-.
: :· · .. ' .. : . . . ' .: . ' : .. : . . . '· . . .. . .. ' -. . ·.·. . . . . . . ·, '•
' .•.' .. ' . ' . .. < ... ·· ·. '· . ·'· ... , -:·. :~: .;··· ....... ' . ··. ~:: . ' .. .' ,:,.' . :. . ..... . . " .,,. -~-. -....... ",' ··~-
···,::. :·~·.,_ .. ::.'_':·:·· ,···:·'::.····:. ·, ... ·· ... ·:~--·~ ··:·~ ~--.. ':·:.:·· ... ·.-: .·. · ..... :-.~ .. ·:. . , ·.· .. _.~. . . .. ·. ·.' .. ... . . . . ·,. ' '· ' .. ' ' ' ' .. :· -~·. :~ •'· ',' '·:·-: ·,, ': ,., .. . ·· .. •._..
' · .. -., ·~:--_.,_ ... '.·-· ......... ····.·· ... :' .. :·., .... ·:_._ . ·.·· ' .. . . . :· ... ··-.. · ......... ·.·· .. _··. :· · ... ·. ," . --.·.· : .. · _ .. :·..-.. ;,.. ... . .. .. -.. ' .:.-·:::_}:.;_ .. ~---.:~:: :_..--.. -.
,,'; .... ---
•' ... :-.:.: .. ___ ·:··-;:.:·,:·:·~---:.-:··.: .. ··.:.::· .. ,_,:····-: .. _._:··,· ·.·._-. ': ... -:~---,,_.
0 PARTIAL SIDE ELEVATION
1/4"-1'-0"
... ·.'
'-::-
'· ·.· '· . ·-· ....
. .-.. · •,· •' . ,, ' .. . .... . . :-.
New shingles t~""'
match existing \
New stucco to
match existing
/
I
I
'"• .. · . . '., .. , · .. ;, . :· ·' ....... ·' .
. , 4,-.. ::-··· .... . · . .-· ,_,-.. · ... ·. . ..·, . · ... :.·
•, :.. . :'· . . . '. ,._ .... _, .· ..... -:-' .. ,_ .
. .-.. ~-·-. ·._. '·... · ... ,. ' , ... ,,.·:~··.-· ...... , ...
: -. . . . . . . _:· .... , . ' . '., · . .-' ~-. . -: . _. ., . . .__. . ' : . .. . ' '· . . _. . . .. . : . . .. ~ ... ' ·~ ... .' :.··· . ' . ·._ ···.-:.-·.:·_ ..... _. ·--~.-::·: ·_·. ·'' ·:. ~ ·-:_. ' -....... , . .: '.,' ... ·-.. . . . . . ·., : . . .'·' . ' . •' •'. . .. .
· .. "
.. "· .·' :· . . . ' . ; . ., ' . . . -~ .
• • ,. • : ,• :\ ,' .:.. . • ••• . ......... ". •• •• • .. '• .. • ' -.. .-,: ·. '· !· . -.:. '.-. ,,_ ... _. ' ... '·.:. ,, •: .. ,. ·.·.
·.::· . '.; ·!~ ·.-........... , :.
•,. .... .: '·... ·.-' . ·:· ,. :: ... .,-·• '• .... :· -.,_. ....
: -> ; • : ...-:· ·.,· .. · ...
. .: -:. ·." ·.·. ,,: ·:· .. -: '.-.,. .,, . '· . . . . ........ ' . . · ,··. '• :-. ' .. : : · ....... .. ·. ·.. . . .·. : '·:~_:-. ., ' . ' . ',· ··.' '· .. : . . . ·.:_ :. ' ','. ·-'·,,' ·, .-·· ::· •' -~--:
' .. ·,_, .. ;· ·. .; . -.. ,..•,"' .,.·,' .•.,, .... _., . ..... ~····"•'','· .,,· ·.·.-: _ ..... _ ........ .-.~· >' . :.' ... " .. · .. '•: . :'· . ·.-:.-
®§'IDE ELEVATION
1/4"-1'-0"
.. ,. . ', .... · .. --:, .... ,,·'· ....... ·: ., -:·
Existing roof
beyond
stucco to
match existing
New soffits to
match existing
-
---------
ISSUE FOR REVIEW
06/07/2013
ISSUE PER COMMENTS
06/27/2013
RESUBMITTAL
08/1312013
DRAWING
ELEVATIONS
AND
SECTION
SCALE; VARIES
DRAWN: PAD
JOB: JOHNSON
SHEET 8
A3.0
OF 10 SHEETS