HomeMy WebLinkAboutNCP 16-04; RYAN CUSTOM ADDITION; Administrative DeterminationSTORMWATER POLLUlJON CONTROL BMP NOTES RELATIVE TO CONTRUCTION ACTIVITIES
CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTE ON
SITE. ll IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO. PLASTER AND THE LIKE INTO THE STORMWATER CONVEY-
ANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNAliNG THE WASHOUT LOCATION.
CONSTRUC110N SfTE ACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BIE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING
DIRT OFif SITE. THIS SHALL INCLUDE USING MATER1ALS SUCH AS GRAVEL AND/OR CORRUGATED STEEL PANELS/PlATES.
CONSTRUC110N VEHICUES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAINS SHALL BE IJESIGNATED FOR CONSTRUCTION VEHICUES PARKING,
VEHICLE REFUELING AND ROU11NE EQUIPMENT MAINTENANCE. AILL MAJOR REPAIRS SHAlJc BE MADE OFF -SfTE.
EROSION CONTROL
EROSION CON11ROL MUST BE PROVIDED FOR ALL EROSION SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED
A~;AINST EROSION BY INSTALLING EROSION RESISTANT SURFACIES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND
GOVIER VEGETATION, AND BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING AC11VITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONS11RUC:TED TO CHANNEt RUNOFF AROUND THE CONSlRUC110N SfTE. CONTRACTORS SHALL
PROTECT CHANI'IELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CON11ROL MEASURES.
REMOVE EXISTING VEGETATION ONLY Wl'lEN ABSOLU11ELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO
AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE 11REES OR SHRUBS UNECESSARILY,
THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUS:T BE PLANTED ON SLOPES OR WHERE CONS11RUCTION IS NOT IMMEDIATELY PLAI~NED FOR
EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST GROWING ANNUAL AND PERIENNIAL
GRASSES TO SHIELD AND BIND THE SOIL
PLANT PERMANENT VEGETATION AS SOON AS POSSIBUE, ONCE EXCAVA110N AND GRADING AC11VmES ARE COMPLETE.
WATEIR USAGE fOR DUST CON11ROL SHALL BE MINIMIZED.
ON-SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR
SHALL STORE ll'lESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF ll'lE RAIN. CONll'lACTOR SHALL PROVIDE SECONDARY
CONTAINMENT FOR ALL FUEL STORED ON SITI::.
ELIMINATE OR REDUCE POLLUTION OF STORM WATER FROM STOCKPILES KEPT ON SITE. STOCKPILIES MAY INCLUDE SOIL,
PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE. BASE, ETC. STOCKPILES SHALL BE LOCA11EO AWAY FROM CONCEN-
TRATED STORM WATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL
STABILIZA110N MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUC110N IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR
WITH THE CITY OF ENCINITAS STORM WATER POLLUTION CONTROL REQUIIR1EMENTS. THESE BMP NOTES SHALL BE AVAI'LABLE
TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND ll'lE PRIIME CONTRACTOR MUST INFORM SUBCONTRACTORS
AIBOUT STORM WATER REQUIREMENTS AND THEIR OWN RESPONSIBILI11ES.
WASTE MANAGEMENT
BUILDING CODES
THESE PLANS AND ALL WORK SHALL COMPLY WITH:
2013 CALIFORNIA RESIDENTIAL CODE
2013 CALIFORNIA BUILDING CODE
(FOR NON-CONVEN1101NAL FRAMING Sl1RUCTURAic PROVISIONS)
2013 CALIFORNIA GREEN BUILDING CODE
THE 2013 CALIFORNIA ELECTRICAL CODE (CEC)
THE 2013 CALIFORNIA MECHANICAL CODE (CMC)
" 2013 CALIFORNIA PLUMBING CODE (CPC)
!! THE 2013 CALIFORNIA FIRE CODE (CFC)
li THE 2013 CALIFORNIA ENERGY CODE (T -24 CEC)
I NO FIRE SPRINKLERS I
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330 --
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LOT COVERAGE:
NET LOT AREA(m;n<Us any r;ght of way)
GROUND FLOOR AREA
LOT COVERAGE ( 40% ALLOWABLE)
SETBACKS
FRONT
SIDE YARD
REAR
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338/
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11,675 S.F.
3,629 S.F.
31 %
20'
1 0'
20'
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SOILS NOTIFICATION
"PRIOR TO THE CONTRACTOR REQUESTING A !3UILDING DEPT.
FOUNDATION !rNSPECTION, THE SOILS ENGINEER SHALL AOVISE
THE BUILDING OFFICIAL IN WRITING THAT
-...._ ......_
THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH
THE SOILS REPORT
THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED
AND COMPACTED, AND
THE FOUNDATION EXCAVATIONS, THE SOILS EXPANSIVE
CHARACTERISTICS AND BEARING CAPACITY TO THE SOILS
REPORT."
----------
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CONTRACTOR SHALL BE RESPONSIBLE FOR PI~OPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUC110N MATERIALS.
DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM I~ITO THE CONVEYANCE
SYSTEM IS STRICTLY PROHIBITED.
--------------/
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ISC-51
NO SEIEPAGE FIROM DUMPSTERS SHALL BE IJISCHARGED INTO STORM WATER. BERMS/DIKES SHALL 19E PLACED AROUND
DUMPSTERS TO DIVERT TI~E NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS.
DUMPSTER !_IDS SHALl REMAIN CLOSED AT ALL T!M[S. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN Sl1RUCTURES
WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIPL
MANY CONS:rRUC110N MATER,ALS, INCLUDING :SOLVENTS, WATER BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT liND
CONCRETE, WOOD, AND CLEARED VEGETA110N CAN BE RECYCUED. NON-RECYCLABLE MATERIALS MUST B~ TAKEN TO AN
APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATI'ON ON! DISPOSAL OF HAZARDOUS
Ml'.l1ERIAL CALL THE HAZARDOUS WASTE HOTLINE TOLL FREIE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO
ORDER DUMPSTERS Cl>.l.L EDCO AT (760) 43·6-4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCliNG RECEPTACUES AROUND THE
SfTE.
PORTAIBUE ]Oilr.'TS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENR Y FOR LEAKS. CoN11RACTDR SHALL
PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABUE TOIUETS AWAY FROM STORM DRAIN INUETS ON PERVIOUS SURFACES.
ALL GONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORM DR~!N. CONTRACTOR MUST
ROU11NEI-Y CHECK AND CLEAN UP MATERIAL THAT MAY HAVE 11RAVELUED AWAY FROM THE CONSTRUC110N Sill::.
RIGHT -OF-WAY NOTE
OWNER IS TO OBTAIN A ':ONSTRUC110N PERMIT FROM THE ENGINEERING DEPAR11MENT AT UEAST 48 HOURS PRIOR TO
WORKING IN THE PUBLIC RIGHT-OF-WAY. FAILURE TO DO SO WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE
AND DOUBUE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE C NNER TO KNOW THE LOCA110N OF THE PROPERTY LINE.
Ul1LITY NOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALUED UNDERGROUND.
DRAINAGE NOTE
NO CONCEN11RA11ED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWA': FROM
S11RUC11URES FOR A MINIMUM OF 5 FlEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY.
EARTHWORK NOTE
EARTHWORK, CUT OR FILL, WHICH IS OVER 50 CUBIC YARDS, REQUIIRES AN ADDI110NAL ENGINEERING GRADING PER'AIT.
PROVIDE EARTHWORK QUANTITIES:
0-CUBIC YARDS CUT, 0-CUBIC YARDS FlLL, 0-CUBIC YARDS IMPORT /EXPORT
0-CUBIC YARDS OVER-EXCAVATION AND IRE-COMPACTION
CONSTRUC110N BEST MANAGEMENT PRACTICES (BMP) NOTE
EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, AND JUTE MAT11NG) MUST BE IMPUEMENTED
WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FIENCING, FIBER ROLLS,
DETENTION BASINS) MUST BE IN PLACE TO PREVENT EROSION SOil FROM LEAVING SITE. MATERIALS MANAGEMENT BMP
MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER
DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCo WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS
MATERIALS, PLACEMENT OF PORTAIBLE TOILETS OVER A PERVIOUS SURFACE).
POST -CONSTRUCTION BEST MANAGEMENT PRAC11CES (BMP} NOTE
NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED'. DCIA MEANS STORM RUNOFF GENERATED AND
CONVEYED lilA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. 8MP MEASURES SHALL BE
IDENTIFIED ON THE SITE PLAN. MOST COMMON MEASURES ARE OESIGNA11ED TURF AREAS, WHICH RECEIVIE ROOF DRAINS
AND RUNOFF FROM IMPERVIOUS AREAS, TURF AND LANDSCAIPED AREAS THAT ARE DESIGNED FOR BMP'S SHALL BE
DELINEATED ON PLANS AND A NOTE PlACED ON PLANS PROHIBITING MODIFICATION OR REMOVAL OF TI;E BMP LANDSCAPE
AREAS WITHOUT A CITY PERWT.
GRADING/IMPROVEMENT PLANS/PERMITS
IF A GRADING/IMPROVEMENT PLAN/PERMIT IS APPROVED FOR THE PROJECT SITE, IT SHALL SUPERCEDE ALL GRADING,
DRAINAGE, ONSITE, OFFSITE, AND STORM WATER BEST MANAGEMENT PRACTICE IMPROVEMENTS CONTAINED IN THESE
PLANS IN THE EVENT OF CONFLICT.
TOTAL AREA OF NEW IMPERVIOUS SURFACES= 0
NOTES
WATER CONSERVING FIXTURES: NEW WATER CLOSETS SHALL USE NO MORE ll'lAN 1.28 GALI_ONS OF WATER PER FLUSH,
KITCHEN FAUCETS MAY NOT EXCEED 1.8 GPM, LAVATORIES ARE LIMITED TO 1.5 GPM, AND SHOWERHEADS MAY NOT
EXCEEIJ 2.0 Gf'M OF FLOW. CPC SIEC110N 403 AND 408
ll'liS HOUSE WAS BUlL T BEFORE 1994.
ALL EXIS11NG "NONCOMPLIANT' FIXTURES (TOILETS THAT USE !MORE THAN 1.6 GALLONS OF WAllER PER FLUSH, URINALS
THAT USE MORE THAN .2.5 GALLONS OF WATER PER MINUTE, INTERIOR FAUCETS THAT EMIT MORE THAN 2.2 GALLONS
OF WA 11ER PER MINU11E) SHALL BE REPLACED. CER11FICA 110N OF COMPLIANCE SHALL BE GIVEN TO THE BUILDING
INSPECTOR PRIOR TO FINAL PERMIT APPROVAL. CALIFORNIA SB07
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NOV 1 8 2016
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APPLiCABLE SOURCE CONTROL & SITE DESIGI\J Btv1P'S
SC-1 PREVENTION OF ILLICITE DISCHARGES INTO THE MS4
SC-5 PROTECT TRASH STORAGE AREAS FROM RAINFALL, RUN-ON.
RUNOFF AND WIND DISPERSAL
SC-6 ADDiTIONAL BMP'S BASED ON POTENTIAL SOURCE OF RUNOFF
POLLUTANTS.
SD-1 MAINTAIN NATURAL DRAINAGE PATHWAYS & HYDROLOGiC FEATURES
SD-3 MINII.11ZE IMPERViOUS AREA
SD-4 MIN11.11ZE SOIL COMPACTION
SD-5 IMPERVIOUS AREA DISPERSION
CURB & GUTTER
SEACREST DRIVE
(DWG. 125-4) --=---
I SITE PLAN I
SCALE: 1 "= 1 0'
LEGEND
EXISTING SINGLE STORY RESIDENCE
PROPOSED 1ST FLR ROOM ADDITION
PROPOSED 2ND ~-OOR
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CITY OF CA.'ZLSBAD
Administrative Permit
--~--~-------~-----------------
Ca>< Na.fvCP lia-Q'=/
Exibit No. ·~4---------------------
----·
:-1 ,_,
SHEET lliDEX _J:~f~~;411
SHEET TITLE
SITE PLAN
EXISTING FLOOR PLAN
PROPOSED FIRST FLOOR PLAN
PROPOSED SECOND FLOOR PLAN
ELEVATIONS
ELEVATIONS
A1
AE
A2
A3
A4
A5
AS
AW
SECTIONS/ DETAILS & GAS LOAD DIAGRAM
lNINDOW AN:D DOOR SCHEDULES
E1
E2
FIRST FLOOR ELECTRICAL PLAN
SECOND FLOOR ELECTRICAL PI_AN
STRUCTURAL NOTES AND SCHEDULES
STRUCTURAL NOTES A.ND SCHEDULES
FOUNDATION PLAN
FIRST FLOOR FRAMING & ROOF
S1
S2
S3
S4
S5
SD1
SD2
SD3
SD4
ROOF PLAN AND SECOND FLOOR FRAMING
I!JETAILS
T1
T2
DETAILS
!DETAILS
[)ETAILS
CF-1R & MF-1R
CF-1R & MF-1R I ......................... -. ... -.................. ~
PROJECT INFO
PROJECT ADDRESS
3490 SEACREST DRIVE
CARLSBAD, CA
CONSTRUCTION TYPE
OCCUPANCY GROUP
ZONING RA 10,000
V-B
GROUP R-3
LEGAL DESCRIPTiiON APN 167-123-05-00
LOT 76 OF SEACREST ESTATES UNIT No.2 IN THE CITY of CARLSBAD
COUNTY OF SD, STATE OF CA. ACCORDING TO MAP THEROF No. 4280
FILED !N THE OFFICE OF THE COUNTY RECORDER JULY 28, 1959
SCOPE OF WORK
EXISTING SINGLE STORY HOUSE TO BE REMODELED AND A
SECOND FlcOOR WITH BALCONY'S TO BE ADDED.
THE REMAINING ROOF WILL BE RESTRUCTURED WITH A NEW TRUSS
ROOF, MATCHING THE SAME ROOF PI!TCH.
SQUARE FOOTAGE
EXISTING HOUSE
EXIS TlriG 2ND DWeLLiNG
(E) GARAGE
PROPOSED
FIRST FLOOR
SECOND FLOOR
DECKS
COVERED PORCHES
REMODEL AREA
2,177 Slf
640 SF
550 SF
267 SF
967 SF
223 SF
107 SF
1,226 SF
P'ROJECT DIRECTORY
OWNER:
-KEN '&--S\J-ly-RYAN
3490 SEACREST DRIVE
CARLSBAD , CA
STURCTURAL ENGit\IEER
MIKE SURPRENANT & ASSOC.
9975 BUSINESSPARK AVE. SUITE .A
SAN DIEGO, CA 92131
CIVIL ENGINEER
ATC DESIGN GROUP & TURPIN CONSULTING
JIM TURPIN (760) 415-1188
GENERAL CONTRACTOR:
WEATHERLY CONSTRUCTION
LIC. No 557999
PROJECT DESIGNER
PLANS PREPARATION BY:
P WEATHERLY (760) 529-9340
1458 FAITH CIRCLE
OCEANSIDE, CA 92054
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b
~
I
~
eo I [Jl SHOWER
2
~~0 ~~F . . w a::CO
At1IC 2' I[)Oll... ~c-~§~
BEDROOM 2
e
!SAiliROOM 3
~~~~,A
I
'N
j ll p2:v1" "'I~~~
~~~~~~~m,mmm~~~~~wmm~~k~~~
fl 1 !rc~ .I' 5.\ .. I J 12'-8" ~oJ-) -
,f>/"'f:A· ~ FOYER ) f+ y '\ r v/
GREAT ROOM
24'-4'"
~/ I I
q. ~ UP ~ ~~ LINEN CLOSET
~·' / !I
I
~'
-b EldP
I GLASS +
PORCH
-IEMP Vc"'-13LASSf'V
b
I
<D
DEN
...
WALK-IN~
CLOSET "
BEDROOM 3
14'-f'
~'
~ "
1Mif0
CLT.
L/ tO)
~ 1EM~I0 I
~ GLASS
I, 4'-9 ..
I~ 1 '
I
' <0 I 0
~ ~
l
PRV
~u 1o I
0
~ NA\~EN 240A TANKLESS
WATER HEATER
~--------T
' ~
I 0
~
·..____/ I fQ> ___ _j_
/s2\.
7 \@T"
• ...
I 0
~
~ ---------T
in
I ;....
-----------------------
' 0
~ I
<D
NOTES
WATER CONSERVING FIXTURES: NEW WATER CLOSETS SHALl USE NO
MORE THAN 1,28 GALLONS OF WATER PER FLUSH, KITCHEN FAUCETS
MAY NOT EXCEED 1.8 GPM, LAVATORIES ARE LIMITED TO 1.5 GPM,
AND SHOWERHEADS MAY NOT EXCEED 2.0 GPM OF FLOW.
CPC SECTION 403 ADN 408
THE PASSAGEWAY TO THE MECHANICAL EQUIPMENT liN THE ATIIC
SHALL BE UNBSTRUCTED AND HAVE CONTIWUOUS SOLID FLOORING
NOT LESS THAN 24 INCHES WIDE, NOT MORE THAN 20 FEET IN
LENGTH THROUGH THE A TIIC FROM ACCESS HOLE.
UMC SECTION 908.0
TANKLESS WATER HEATERS
A CONDENSATE DRAIN INTALLED NO HIGHER TIHAN 2" ABOVE
THE BASE OF THE HEATER THAT ALSO ALLOWS FOR GRAVITY
DRAINAGE.
THE "B" VENT INSTALLED IN A STRAIGHT POSITION (NO BENDS)
FROM THE ROOM CONTAINING THE WATER HEATER TO THE
ROOFTERMINATION (FOR FUTURE POSSIBLE SLEEVING FOR HIGH
EFFICIENCY HEATER VENTING.)
ALL HOT WATER PIPING SIZED 3/4" OR LARGER IS REQUIRED TO
BE INSULATED AS FOLLOWS: 1" PIPE SIZE OR LESS: 1" THICK
INSULATION; LARGER PIFE SIZES REQUIRE 1-1/2" THICK INSULATION.
IN ADDITION, THE 1/2" SIZE HOT WATER PIPE TO THE KITCHEN SINK
IS REQUIRED TO BE INSULA TED. ES 150.0(j)2.
STAIR INFORMATION
THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS
SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8".
THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS
SHALL NOT EXCEED THE SMALLEST BY MORE 11-IAN 3/8"
~ l 10'-0" ~ 6'-6"
<D
+
($>
l 6'-4" ~ LEGEND
0 w
0:::
<(
0... w
0:::
0...
~
I PROPOSED FIRST FLOOR I
EXISTING WALLS
PROPOSED WALLS
WALLS TO BE REMOVED ~===
CITY OF CARLSBAD
Administrative Permit --·-----------.. ----.. ---~------------
Case No. N_C,.P I (0 -0 L(
Exibit No. (!__ -·~471, aq I (a
~
0
0
...II u..
1-t/)
~ -u..
c w
t/)
0
fl.
~
fl.
• • 0 I • ~
II • • :!
~
w
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1-
1-
1-w w
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(/)
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'
'
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1
i
----~-~-
l
I
I FIRST FLOOR
BELOW :/
'• "'" I -U Ll -U I /-5~~ 16--B~
I I
6'-0"' 3'-6" 7'-7" 3'-11... ' I I ~--, I , I . I 7' 5" I I I
I I I
I I ~""
1 <S> ; I """ ~~r-----~--~---
1 -·1 ~ ,0 1 1 :1 1 I ~ I !
' ~ ~ ll! p I I ! I I . N I 'ro I I I ' ! ! I ! I ~ I ' WALK-IN ! MASTER BATH " ! I 1o I ~ I CLOSE(lT ( !\ I ..
1
: ' ! I
f 1 . I "' • , r ~
. I I I Ji : I ~ I -+---------~=;;;;;;;===;;:11--ID· I N; I ~ I I I ! 1'-8" ' .. 2'-0"I • • I ' I
I. ' 4 -1 6 -6 USE SEALOFLEX ASTMG 26 ! I' I
' i I I .~ WATERPROOFING. I (o
0 ! ! NOTE: MATERIAL SH,A~L ALSO I
I I II I l WALK-IN I 51 COMPLY AS CLASS A ROOF'G. I
~ ~ • CLOSET AHIGH 'MNOOWS I' 'AS/ I
. i I it: MASTER BEDtOOM - -~! - -l w ~0 ~~ I
' : II. ~ i i f BALCONY \. ' I
'f 1o •• : I I 0 ' 'i' I in II !II II ~ i j ' lEAP .. to') ~ <0 BAUCONY i 36 GLASS
. I ' """'-I I n [ I .. ~ -.. 6 nu· I 'ro
I <t I i I !""' . 0 )I I I -+-----++---+-,-f j -T-.-.....t lr'::: J ' ' ~ N 'ro I rl I TEI'P I ·.~ L 5'f-s~ I .@ .,. I'V ;;, I
,..., 1 / . GLASS . ·: x:C '(f) 0 \ I I . I . NOTE: H ~DRAILS ARE l'i d' I \ I ;;. . I ~ J I I /I TO BE 34" TO 38" ABO~ )?:(f) w ··~=='~-..!.'-..,_/~;;.. I u. NOS1NG OF TREADS. . 0:: ~ 1 •
I I (e') ·_-=@-_ ~=~ ~~ ~ ~tj~~~ :
I v ..... .I "'"' ";:;-I
!c-u=sE=-=sE::-:A.,.-LO::::F""LE:-cx,.-'A:-:.s=TM..,.G,--2::-:oc-'-!---, l 4'-5" t 12f::y1 2·_7• ~~~I~~ 't 11
WATERPROOFING. I 'I N l AT"i_-1' """' ~5 (o
, 1NoTE: MATERIAL SHALL ALs "'s0.. ~ ~ Ss::_' F'~ Jilii: ~
1 I jCOMPLY AS CLASS 'A' ROOFiG. ( :) \ ~ -' >-S.
o I /,0 \§I " 'ro
I ~ ~ GAME ROOM ~ I
I TEI'P " \ I I iN ' GLASS ~ I
I !1 /c'\ I .A.
FIRST FLOOR
BELOW
I
I
I
NOTES
WATER CONSERVING FIXTURES: NEW WATER CLOSETS SHALL USE NO
MORE THAN 1,28 GALLONS OF WATER PER FLUSH, KITCHEN FAUCETS
MAY NOT EXCEED 1.8 GPM, LAVATORIES .ARE LIMITED TO 1.5 GPM,
AND SHOWERHEADS MAY NOT EXCEED 2.0 GPM OF FLOW .
CPC SEC~ON 403 ADN 408
THE PASSAGEWAY TO THE MECHANICAL EQUIPMENT liN THE ATTIC
SHALL BE UNBSTRUCTED AND HAVE CONTINUOUS SOUD FLOORING
NOT LESS THAN 24 INCHES WIDE, NOT MORE THAN 20 FEET IN
LENGTH THROUGH THE ATTIC FROM ACCESS HOLE.
UMC SECTION 908.0
TANKLESS WATER· HEATERS
A CONDENSATE DRAIN INTALLED NO HIGHER THAN 2" A.BOVE
THE BASE OF THE HEATER THAT ALSO ALLOWS FOR GRAv1TY
DRAINAGE.
THE "8" VENT INSTALLED IN A STRAIGHT POSITION (NO BENDS)
FROM THE ROOM CONTAINING THE WATER HEATER TO THE
ROOFTERMINATION (FOR FUTURE POSSIBLE SLEEVING FOR HIGH
EFFICIENCY HEATER VENTING.)
ALL HOT WATER PIPING SIZED 3/4" OR LARGER IS REQUIRED TO
BE INSULA TED AS FOLLOWS: 1'' PIPE SIZE OR LESS: 1" THICK
INSULATION; LARGER PIPE SIZES REQUIRE 1-1/2" THICK INSULATION.
IN ADDmON,, THE 1 /2" SIZE HOT WATER PIPE TO THE KITCHEN SINK
IS REQUIRED TO BE INSULATED. ES 150.0(j)2.
STAIR INFORMATION
THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS
SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8".
THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS
SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8"
r ..6. .: I v i I /52~\.
' I • I /~'\,
I ! 11 I fb ') /a\ I
,...,
1: [1 BALCOINY i v v ~ I
,. I , .I /1 U. I "' I
FIRST FLOOR 1,! I USE SEALOFLEX ASIMG 26 // I,.------ - --i '
BELOW I WATERPROOFING. . I I
I' NOTE: MATERIAL SHALL ALSO I I
I' COMPLY AS CLASS 'A' ROOF'G. ' 4'-2" I i 4'-7" 5'-8"
. I I I 11_ -20'-8" 10'-0" ;,1 I 16'-8"
47'-4" I
----------------
BELOW
[PROPOSED SECOND FLOOR I
CITY OF CARLSBAD
Administrative Permit
---------------~--------------...... _________ _
Case N o.fV C p j (r,-('i '--{
~;;~;;;::n-·-·---;;~r::~r~r \0~
IIl
0 w
0::: rE w
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0:::
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0
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...1 (/)
w
EAGLE, ONE PIECE 'S'
& TWO PIECE TILE OVER
30# FELT ICC # ESR 1900
--0 ~ ~~i~~~~~,1§§§~~~~~;~~~~§: ;;;;..;-:.~.::.= II IE Ill I 11111111 :;;~~:~~~=s~~~~~j;~~~~~~:il~:;~ I f. ~
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3.99" MAX.
*
-
EXISTING GRADE
FINISH GRADE
-
ROOF VENT
.)
0
0 0
EXISTING
FINISH GRADE
--
--
I NORTH ELEVATION I
I WEST ELEVATION I.
LA HABRA STUCCO
SAN SIMEON (TYP) -
LA HABRA STUCCO
SAN SIMEON (TYP)
g -
ATTIC VENTILATION
3,507 S.F X 1/300= 11.6 S.F
(24) O'HAGIN ROOF VENTS
·4.5" X 16" EACH ~
UNDERFLOOR VENTILATION
980 S.IF. X 1 /150= 6.5 S.F. llll
(13) 6"X 12" SQ. VENTS= 6.5 SF.
EAGLE, ONE PIECE 'S"
& TWO PIECE TILE OVER
30# FELT ICC If ESR 1900
8" O.H.
NOTE:
OPENINGS FOR VENIILATION SHALL BE
COVERED WITH CORROSION-RESISTANT
METAL MESH WITH MESH OPENINGS OF
1/4" IN DIMENSION.
~
,CJ:: ::)
o:l a.
I a.
' ~ ,.,
I
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'
CITY OF CARLSBAD
Administrative Permit
------------------------------------...
Case No. fVC p i <c-· 0'--{
·------
iii
0 w
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Exibit No. Datel);-'c (o, 30ii b
'!"'"
' 0
I en
' "" 1 ;, ' 0 I
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EXISTING GRADE
FINISH GRADE
---·----------------------
ROOF VENT
(TI'P.)
--__ ,.___________________ -------·--
EAGLE, ONE PIECE 'S'
& TWO PIECE TILE OVER
30# FELT ICC # ESR 1900
12
-------=:J 4
tJ) z
0 -~ w
..J w
w
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I-
I-
t;J w :r:
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1:·•:;:·;::•:-::·:·:: .;:;· .. ·· ... ·::·.·· . ...J,l_ a. I I w ::~::::::::::::::::::::::::::::: .;.;-::;.;:;:;.;:;::::::-::;:;::: ---,-,--I 0 I ;... __J
:: II <(
12 _,,P -~~~;~;;;:;;;;':.;,, .. ,,.,,.,:::; ;;:; :;;:;;; II! ~ 1 ~I~ UjHiH m~il!lmiiU!fffi]!$;11! UH rrlL_ I I IIIHiHU J ~ :r :i en J ~ '~ 4 ~ ........ ,.·-~~-..... ~t· ... ''''"'' U II t Ill~ ~~ HW U:l!UIHil*MUif IIIIH I"'~ 1u :nl ~HII t II "'::. ~ -
I=! I .
b '" u. · ;:::..;;. ;:::;: 1 i LA HABRA STUCCO · •::-: ~ 'f ~I r II II llx:::;li:•s: I I I II Ill Ill II I I m SAN SIMEON (TYP) ~ ~ ;,
3.99" MAX.
*
-~
I ...,
LA HABRA STUCCO
SAN SIMEON (TYP)
EAGLE, ONE PIECE 'S'
& TWO PIECE TILE OVER
30# FELT ICC # ESR 1900
STUCCO TO
MATCH EXISTING
12
-------=:J 4
L '"""" "'" ""'
I SOUTH ELEVATION I
EXISTING GRADE
FINISH GRADE
8" O.H.
I EAST ELEVATION I
ROOF VENT
(TYP.)
a:: I o' II
' "" I
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w .....
<(
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a. 0 f-
""
' " I
'in N
ATTIC VENTILATION
3,507 S.F )( 1/300= 11.6 S.F
(24) O'HAGIN ROOF VENTS
4.5" X 16" EACH ~
.....
"'
CITY OF CARLSBAD
Administrative Permit
-----~~-~ ;.,-------~~-------------~
Case No. t\J LA'" lln--(; Lf '
~;:j;;, ~-a. E Da;flec -c;::;---ao i "' I
0 w
0::: if w 0:::
0..
------------
~-------------------------------------,
4X POST @ 48"0.C.
2X TOP PlATE,)
-
BLOCKING
SECTION
~2."' ~ ~h
~ -I= I
I " 'k "' . "' ,.._,
I DECK 1ST ..:.~ ,' PERP N I'
I '-
48" (MAX.) ~ 'I
a.---·------1
7 . .2
GUARDRAIL DETAIL
METAL HANGER-
ALTERNATE TO LEDGER\
SECTION ~ \ ffT -
fiNISH 'Y'
FLOORING.._, I
PLYWOOD TREADS-.__ I,
AND RISER~?
11 "
_j''
_ _j 'I-X1 4, ~tBHjjGER @~
®
. SUBFLOOlL _j~ ¥f ~ _ /) -KICKER PLATE-ALTERNATE
~STUD WALL
WALL FINISH
fi.X14 STRINGER
@ 12"0.C.
~FINISH
l
d --='\;YWOOD TREAD
,_
WELD
V--<...._ LOCATION
...___EXTEND CARRIAGE AT
LANDING PLATFORMS
ld i
FOOT HEAD
I I MPd BLOCKING
-----FINISHED WOOD STAIRS
-CARRIAGE ~SPACER
ISUBFLOOR
·-SECTION 0 -
STAIRS DETi\IL
-
TYPICAL 1 /2".X 1''vERT.BAR WELD __ _
BRACKET TO BAR GRIND SMOOTH \
DOTTED LINE SHOWS BRACKET @
WALL-SCREWS TO 2X4 OR SOLID
BLOCKING
1-1/2\ TO 21
'
®
2"
GRIND SMOOTH I
1-1/2"1 "-' ~
I '
14l-I
j$ t \
L -'"'\ 1 /2"X1" BAR·
HANOR,t\IL DETAIL
I
5"
®
I
2"
DRYER
35K
' --I
"' "'
'
1/2"
12
4~
u
TANKLESS
3/4" WATER HEATER
/ 200K
1-1/2"
1 /2" 7
LOG LIGHTER
40K
3/4"
1-1 /2"
12
4~
bl
.I
"'
r
_/""' c:;:.-
'co -L
------------· --·-------
12
~4
~ b ~ -
~ ~':::" ~~ ~c-: ?;:~---;/\:\ ~ ~ ~":::--,_
1-:;..-~ ATTIC ..{ ~ :j:; ~ ;:;<r=:. k/
'---"'" '
"' ~ "' ~ >-"' < >-'o c < 3 c I z ' . "' "' "' "' w II~ "' ' .<6 ~ .....___ "' i I y ./ .....___ --....... I
1 .I I ~ IH 'il iJJf'. _... .....___, .... ~/ -------~~ ulii ~ ::;
0
'o I ro
-:.;.. -
'co
I
"'
' ~ " ,,
I ro I I I
1.! -
GAS LOAD CALCULATiONS
DEVELOPED LENGTH= 140'
TOTAL BTU's= 655,000
FAU
SDK
FAU
60K
'o
I
<x>
1-1/4" 3/4" TANK LESS
WATER HEATER
200K
3/4" 3/4"
Lh -....___ ,~~ l5
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hi
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SECTION
12
------=::::J 4
SLOPC 1/ <" j\'T. /?
(MIN.) /
CRICI{ET WITH --r
:n Gl FLASH!
HOP MOP ~\
--....... . . I r-11, ...
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I
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'
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CITY OF CARLSBAD
Administrative Permit
-----------------------------------------
Case No. 1\)C P i (o-0 '--j'
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