HomeMy WebLinkAbout10150315.pdf�r � t PROPERTY LINE
REVISIONS DATE BY
NOTES""""""""" ""� "-"` "�' """" FIRST ISSUE 47-12-45
1.-2001 CALIFORMIA ENERGY CODE (TITLE24, PART 6)
2.-2001 CALIFORNIA BUILDING CODE (CBC) SECOND
�T 3.-2001 CALIFORNIA ELECTRICAL CODE (CEC) ISSUE 08"05"05
GC 4.-2001 CALIFORNIA MECHANICAL CODE (CMC)
1. CONTRACTOR SHALL, PRIOR TO COMMENCEMENT OF WORK, FIELD VERIFY 5.-2001 CALIFORNIA PLUMBLING CODE (CPC)
ALL EXISTING PROJECT CONDITIONS, INCLUDING DIMENSIONS AND UTILITY
LOCATIONS AND UTILITY SIZES, a
H
CONTRACTOR SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL WORK AND w
MATERIALS — INCLUDING THOSE FURNISHED BY SUBCONTRACTORS, GARDEN A I��TITY SAP
WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED SIZES;DO NOT
SCALE DRAWINGS TO DETERMINE ANY LOCATIONS, THE ARCHITECT
SHALL BE NOTIFIED OF ANY DISCREPANCIES, PRIOR TO CONTINUING EXIST
WITH WORK,
GARI?EN H ig h la.nid St _
�SITE
2, ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITIONS OF ALL. i Cubb on st Z3?
APPLICABLE BUILDING CODES, THE AMERICANS WITH DISABILITIES ACT,`„ _
AS WELL AS ALL OTHER LOCAL GOVERNING CODES AND ORDINANCES.
Via' h� Fa d�tl n A W Mc en A a x Q}
3, ALL ELECTRICAL, MECHANICAL, AND PLUMBING WORK SHALL CONFORM T l Of W Lin an Ln 4si;
la da kleCtTO THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED AUTHORITIES N ` �, � ' � o
HAVING JURISDICTION,Cd
dahi Lit m °0
4, THE GENERAL BUILDING PERMITS SHALL BE PAID FOR BY THE OWNERCd
., .,,n .,..�..vER
AND SECURED BY THE GENERAL CONTRACTOR, ALL OTHER REQUIRED I �. ° >
PERMITS SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR OR , — U
SUBCONTRACTOR DIRECTLY RESPONSIBLE, 1 I a v
ty .�— .+,,
5' _ 25' 13'-2' ".i Y1 1 lam— /'t LCj ftf
5, CONTRACTOR SHALL ASSIST OWNER IN OBTAINING FINAL APPROVAL OF _ I CJ {- Li 4Ji ey�3 o
LOCAL HEALTH DEPARTMENT AND THE TEMPORARY ADN FINAL Eid in r �+� ' � a; E in1 a =�-=+ C? n a
CERTIFICATES OF OCCUPANCY, 3,
\Q 02005 114ipquest.carn. Inc,; 02005 � '�T9,' � { I NC? SCALE �
6, CONTRACTOR SHALL PROVIDE BACKING FOR SUPPORT OF ' ' 'W
ALL WALL, CEILING, AND PARTITION MOUNTED ITEMS SUCH AS M W
LIGHT FIXTURES, SHELVING, EQUIPMENT, AND TELEVISIONS,
COORDINATE LOCATIONS AND REQUIREMENTS WITH THE BUILDING SUMMAR)L7'
PLUMBING, MECHANICAL, ELECTRICAL DRAWINGS,
PROPOSED
C)5
TIT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL ADDITION
.x
EXISTING UTILITIES, WETHER SHOWN HEREIN OR NOT, AND TO PROTECT w '
THEM FROM DAMAGE, THE CONTRACTOR SHALL BEAR ALL EXPENSE FOR p 718 S•F•
THE REPAIR OR REPLACEMENT OF UTILITIES AND ALL OTHER PROPERTYJill
O
DAMAGE BY OPERATIONS IN CONJUNCTION WITH EXECUTION OF WORK, ,
4 � ✓.s i 5 # } $arc. bg
g Cyr 214 S.F.
8, CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION IN ACCORDANCE ss £rf ; h EXISTING ONE CAR GARAGE AREA SQ. FOOTAGE
WITH ALL APPLICABLE BUILDING CODES, EXISTING LIVING AREA SQ. FOOTAGE 934 S.F.
a , 3 A s
CONTRACTOR SHALL PROVIDE REQUIRED PROTECTION INCLUDING, BUT NOT PROPOSED FIRST FLOOR ADDITION AREA SQ. FOOTAGE 718 S.F.
LIMITED TO, SHORING, BRACING, AND ALL OTHER SUPPORTS (INCLUDING 6'_1.hq
a E°: ° n TOTAL AREA SQ. FOOTAGE 1866 S.F.
ENGINEERING OF SYSTEMS) NECESSARY TO MAINTAIN OVERALL STRUCTURALaw
�
`� '� ��� LOT SQUARE FOOTAGE 5964 S.F.
r
INTEGRITY OF THE BUILDING, sx. �01 � LOT COVERAGE 31.28 %
p
ALL DEMOLITION AND CUTTING SHALL BE PERFORMED IN A MANNER AND
-A ANA
BY THE METHODS WHICH ENSURE AGAINST DAMAGE TO EXISTING WORK, � _1 n
OF
9, INTERIOR WALL AND CEILING FINISHES SHALL NOT EXCEED FLAME SPREAD'`'
CLASSIFICATIONS DICTATED BY ALL APPLICABLE BUILDING CODES,
LEGAL DESCRIPTION
10. GYPSUM BOARD AND SUSPENDED CEILING SYSTEMS SHALL CONFORM TO M EXISTING
ALL LOCAL GOVERNING BUILDING CODES AND ORDINANCES. py N7NIHI TG -
I3OUSE
- EXIST.rt
11. ALL GLASS AND GLAZING SHALL COMPLY WITH ALL APPLICABLE BUILDING -a -
-w 934 S.F. GARAGE
214 S.F. N� �, vz, 4r, � �.F. � .4:w� .�
CODES AS WELL AS THE US, CONSUMER PRODUCT SAFETY COMMISSION, j Nw LOT 11
SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS (47 FR,
13516 TITLE NO. 16, CHAPTER 11, PART 1201), DISC . A� NOI
Ma
1370
TRACT
:
OK DS `r
T THE A R _ --
-�� � EO PAGE 829 GRID
12, PIPES, CONDUITS, OR DUCTS EXCEEDING ONE THIRD OF E SLAB ❑ C ZONING R-i
MEMBER THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONCRETE
UNLESS SPECIFICALLY DETAILED, REFER TO MECHANICAL, ELECTRICAL,, P_ .. CITY SANTA ANA
PLUMBING, ADN STRUCTURAL DRAWINGS FOR LOCATION OF SLEEVES AND DDT —' ?. _ - .� -�x-u� �� SIDE WALK ORANGE
OTHER ACCESSORIES, 29 7 -- 10 -7• Y
�. 3 � ,
T �
ry w:).� STATE
CALIFORNIA
-T-
16,
EXTERIOR OPENINGS SHALL COMPLY WITH ALL SECURITY REQUIREMENTSt r.n5
4— T-6rir
' A.P.N. 013-072-26
AS OUTLINED IN ALL LOCAL BUILDING CODES AND ORDINANCES,.x
� CONST. TYPE
P` b �N
18, ROOF OBSTRUCTIONS SUCH AS TELEVISIONS ANTENNA, SOLAR PANELS,, x
to NUMBER OF STORIES 1
AND GUY WIRES SHALL NOT BE LOCATED OR INSTALLED IN SUCH Arrt.... N
WAY AS TO PREVENT FIRE DEPARTMENT ACCESS OR EGRESS IN THE x YEAR BUILT 1950 C~4
EVENT OF A FIRE, L
' 15'
EXIST.1191"
M GARDEN
EXIST 01�
i . Contractor shall verify all requirements, material 5pecification5, conditions U
and dimensions shown on plans against actual fob Site, floor plan and SHEET INDEX
w Q
manufacturer's requirements to check for any required tolerances for z
foundation layouts, Such a5, gap at mod-Irne5. Notify Engineer of the
following: abnormal conditions, deficiencies, di5crepancie5, clarification, 4Itt PRO ERTYLINE
mi5under5tanding5, typos, m15take5, items mi55ing from drawings, mi551ng [--�
reference, details or notes before proceeding. Z z
2. There should be a construction meetin before roceedin with construction, SIUEVYALK SIDE —
g p T I TITLE SKEET/PLOT' PLAN
G SS � GRASS A- I EXISTING FLOOR. PLAN & I
NOTE: PROPOSED FLOOR. ADDITION PLAN w w
SEPERATE PERMITS ARE REQUIRED FOR EACH (BUILDING), (ACCESORY A-2 UTILITY PLANE
BUILDING), (POOL OR SPA), (FENCE/WALL), (RETAINING WALL),
(MECHANICAL), (ELECTRICAL), (PLUMBING). — Z Cn A-3 ELEVATIONS
H � Wwy
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S- I FOUNDATION PLAN,
DESIGN LOADS: ROOF FRAMING PLAN &
TO ER ST. STRUCTURAL DETAILS FEET
ROOF LIVE LOAD: 20 psf
r
FLOOR LIVE LOAD: 40 psf
ROOF DEAD LOAD: 10 psf SITh PL T-24 TITLE 24
FLOOR DEAD LOAD: 8 psf
WIND LOAD: 70 MPH, EXP."C" SCALE 1 /8" _ F-Orr
25'-0'
EXISTING ROOF PLAN
SCALE: 1/8" = F-Oft
TO BE
0
•
25'-0'
/PROPOSED
ADDITION
F I CL.
N N 1:3AfuT.
BATH
CLOSET jA (E)
I 1 HALL
L -.i WAY 2468
22'
CLOSET ) OPEN 30
r,
4068
i TOBEREMOVE
III o (WST)
(Qs) LJ%WUROOM
BEDROOM
THCOArVD? TM
FA ... RliOM PELOC \I
TO BE REMOVE
(E) 4040 (E) 6040
(EXIST.)
FRONTPORGH—
(EUST.)
KITCHEN
REP.
f IW
(E) OPEN 6870
(£MIST.)
DMINGROOM
ENTRY DOOR
ENTRY (E) 4040 { i
0
I
�r-
EXIT. BEAM
TO BE REPLACE
FOR A 6x14
EXISTING
WATER HEATER
5'-0"
0
j NEW4
25$-0"
I RO Y1 1`ORCH
!L 1Z
m 1*91 1) a
ED FLOOR PLAN
SCALE: 1 /4" = 1 "-Q""
i
EXISTING WALL
REMOVED WALL
NEW WALL
I EXISTING
WATER HEATER
50 GAL.
a
DOOR SCHEDULE
SYM.
SIZE
TYPE
QUAN.
001
2'-4"x6'-8"
H.C. SINGLE
1
002
21-6"x6'-8"
H.C. SINGLE
7
003
2'-8"x6'-8"
H.C. SINGLE
1
004
3'-O"x6'-8"
SOLID EXT. 1 3/8" THICK
2
005
8'-O"x6'-8"
SLIDING CLOSET DOOR
3
006
2'-8"x6'-8"
SOLID EXT. 1 3/8" THICK
1
007
8'-O"x7'-O"
GARAGE DOOR
1
DOOR NOTES:
1.- FRONT DOOR TO BE RATED AT 0.54 OR LESS,
VERIFY DOOR STYLE WITH OWNER.
2.- EXTERIOR DOORS IN HEATED WALLS TO BE
U 0.20 OR LESS.
3.— DOORS THAT EXCEED 50% GLASS ARE TO BE
U 0.40 OR LESS.
4.- ALL GLASS WITHIN 24" OF DOORS TO BE TEMPERED.
WINDOW SCHEDULE
SYM.
SIZE
TYPE
QUAN.
1Q
2'-0"x3'-0"
HOR. SLIDING
1
Q
3'-O"x3'-O"
HOR, SLIDING
2
Q
3'-0"x4'-0"
HOR. SLIDING
1
fl
4'-0"x4'-O"
HOR. SLIDING
7
Q
6'-0"x4'-O"
HOR. SLIDING
3
WINDOW NOTES:
1.- ALL WINDOWS TO BE VINYL FRAME, MILGARD
OR BETTER.
2.- ALL WINDOWS TO BE U-.40 MIN.
3.- ALL WINDOWS HDRS. FOR 8' & 9' CEIL. HEIGHTS
TO BE SET AT 6'-8"
NOTES.
CODES & ORDINATES.
1.- SMOKE DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF
HARD -WIRED SMOKE ALARMS EQUIPPED WITH BATTERY BACKUP.
2,- ALL EXISTING DOORS AND WINDOWS LEADING TO
THE PROPOSED AREA SHALL BE WATER PROOF,
3,- ALL SCREENED PANELS SHALL BE REMOVABLE.
4,- 40 YEARS COMP, SHINGLES ROOFING W/#15 FELT CLASS A
0/ 1/2' OSB OR CDX, PLYWOOD.
5.- WALL COVERINGS IN SHOWERS OR TUBS
SHALL BE CEMENT PLASTER, TITLE OR APPROVED EQUAL- TO 70' ABOVE DRAIN.
GLASS & GLAZING IS IN ACCORDANCE WITH
CBC CHAPTER 24 SECTIONS 2403,2404 & 2406
6.- USE 2x6 STUDS FOR PLUMBING WALLS.
7.- ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING FECE GRAIN
PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS,
8.- EXISTING 22'x3O' ATTIC ACCESS WITH 30' MINIMUM
HEADROOM IS LOCATED IN HALL WAY.
9.- PROVIDE ATTIC VENTILATION EQUAL TO 1/150 OF AREA TO BE VENTED,
DORMER GALVANIZED VENTS ROOF
TYPE, HALF -ROUND SQUARE- TAIL SIZE, 24'x 12'
10.- REGARDLESS OF THE OCCUPANT LOAD. THERE SHALL BE A FLOOR OR LANDING
ON EACH SIDE OF A DOOR, THE FLOOR OR LANDING SHALL NOT BE MORE THAN
ONE -INCH LOWER THAN THE THRESHOLD OF THE DOOR WAY, LANDINGS SHALL BE
LEVEL EXCEPT FOR EXTERIOR LANDINGS, WHICH MAY HAVE A SLOPE NOT TO
EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL C2% SLOPE),
IL- LANDIGS AT DOOR SHALL HAVE A LENGTH MEASURED IN DIRECTION OF
TRAVEL OF NOT LESS THAN 36 INCHES.
12,- GALVANIZED SHEET METAL (28 gauge min) ROOF
VALLEY FLASHING IS REQUIRED, t1508.3)
13,- PLUMING FACILITIES, INCLUDING LAUNDRY FACILITIES,
SHALL BE PROVIDED IN ACCORDANCE WITH THE
CALIFORNIA PLUMBING CODE SECTION 413,0
AND CPC TABLE 4-1.
14.- IN EVERY BEDROOM AND BASEMENT, PROVIDE ONE
OPENABL£ ESCAPE WINDOW MEETING (24' HEIGHT
AND 20' WIDTH MINIMUM AND A SILL HEIGHT NOT
OVER 44' ABOVE FLOOR. OFFICE ROOM CANNOT BE
USED AS A SLEEPING BEDROOM,
15,- GLASS AND GLAZING IN DOORS AND ENCLOSOURES FOR BATHTUBS
AND SHOWERS SHALL HAVE CATEGORY II CLASSIFICATION
PER CBC CHAPTER 24 AND UBC STD, 24-2. SECTIONS 2403,2404, AND 2406,
16,- PROVIDE FIRE BLOKING IN CONCEALED SPACES OF
STUD WALLS AND PARTITIONS, INCLUDING FURRED
SPACES AT THE CEILING AND FLOOR LEVEL AND AT
10' INTERVALS BOTH VERTICAL AND HORIZONTAL.
17,- A DOOR MAY OPEN AT LANDING THAT IS NOT MORE THAN
7 1/2 INCHES LOWER THAN THE FLOOR LEVEL PROVIDED
THE DOOR DOES NOT SWING OVER THE LANDING,
ZEVISIONS DATE BY
FIRST ISSUE 07-12-05
SECOND 08-05-05
ISSUE
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ELECTRICAL PANEL 70 AMPS
(MAX. 200 AMPS IF IT WILL BE
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01
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EXIST
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m
W
I NOTE
Ew GENERAL LIGHTING FIXTURES IN BATHROOM AND KITCHEN SHALL HAVE
o LAMPS WITH A EFFICANCY OF AT LEAST 40 LUMEN PER WATT.
I DOORS AND PANELS OF SHOWER AND BATHTUB ENCLOSURES
Lo
SHOULD BE FULLY TEMPERED, LAMINATED SAFETY GLASS
OR APPROVED PLASTIC.
I
0
TYPICAL INSTALLATION HEIGI-ITS
UNLESS NOTED OTHERWISE
EW
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5 LO
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AFCI=@ EXIST.
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EXIST. UST) NEW EXIST.
IRO.NTI'OR11
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SCALE: 1/4" - F-011
004
007
WALL FIXTURE
CONVENIENCE
OUTLET
O SWITCH
r
r 0
N m �•
0
d CONVENIENCE
Q CABINET TV OR PHONE C
7
I}
NEW
ATER HEATER
5 GAL.
EXIST.
(D
MAX. FLUSH VOLUMES
AND FLOW RATES
WATER CLOSETS: 1.6 GALLONS PER FLUSH BLOWOUT TYPE EXEMPT)
URINALS: 1.0 GALLONS PER FLUSH
SHOWERS HEADS: 2.5 GALLONS PER MINUTE
FAUCETS: 2.2 GALLONS PER MINUTE (SINKS AND LAYS)
VENT TO OUTSIDE AIR
APPROVED SEISMIC STRAPS
2'2"xl 8GA
%8„x2 1�/0" 1 A(' crQC*lnl
WATER HEATER SHALL BE ANCHOf
OR STRAPPED TO RESIST HORIZONTAL
DISPLACEMENT DUE TO EARTHQUAKE
MOTION.
18r
NEW WATER HEATER
N
AFCI=@ ARC FAULT CIRCUIT
INTERRUPTER
GFI--O GROUND FAULT INTERRUPTER
$ SWITCH
S.D SMOKE DETECTOR WBATTERY BACK UP
Y CEILING MOUNT FIXT.
-0-- FAN
WALL HUNG LIGHT FIXTURE (W.P)
H.B. F- HOSE BIBS/
HOSE SPIGGOT W/NON REMOVABLE ANTI-SIPLON DEVICE
o
M A ATTIC ACCESS
22"
ELECTRICAL PANEL - 200 AMP. MAX.
ELECTRICAL NOTES
MATERIALS
1, ALUMINUM WIRE SHALL NOT BE USE IN ELECTRICAL WIRING
WITHIN THE DWELLING UNIT.
WORKMANSHIP
1, ALL WORK SHALL BE IN ACCORDANCE WITH ALL CODES, RULES
AND REGULATIONS OF GOVERNING AGENCIES AND SHALL COMPLY
WITH THE REQUIREMENTS OF THE SERVING POWER AND TELEPHONE
COMPANIES.
INSTALLATION
I. ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO
WEATHER SHALL BE "WEATHER PROOFF',
2, RECEPTACLES IN KITCHEN AND BATHROOM SHALL BE INSTALLED
ABOVE WORK TOP UNLESS OTHERWISE NOTED ON PLANS,
3, RECEPTACLES SHALL BE INSTALLED VERTICALLY AT 12'
(APPROX,) ABOVE FLOOR,
4. WALL SWITCHES ARE TO BE MOUNTED AT 42' ABOVE THE
FLOOR, UNLESS NOTED OTHERWISE BY THE DESIGNER,
5, PROVIDE TWO 20 AMPERE SMALL APPLIANCE CIRCUITS AT THE
KITCHEN, DINING ROOM AND BREAKFAST AREAS.
6. PROVIDE A SEPARATE 20 AMPERE LAUNDRY CIRCUIT,
7. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER (GF'I)
PROTECTION AND ALL BATHROOMS, POWDER ROOMS,
OUTDOOR RECEPTACLES, GARAGES AND KITCHEN COUNTERTOPS.
8. RECEPTACLES SHALL BE INSTALLED SO THAT NO POINT ALONG
THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN 6 FEET,
MEASURED HORIZONTALLY, FROM AN OUTLET IN THAT SPACE,
9. IN KITCHEN AND DINING AREAS, A RECEPTACLE OUTLET SHALL
BE INSTALLED AT EACH COUNTER SPACE WIDER THAN 12 INCHES
AND S❑ THAT NO POINT ALONG THAT WALL LINE IS MORE THAN
24 INCHES FROM A RECEPTACLE IN THAT SPACE.
10. A RECEPTACLE OUTLET SHALL BE INSTALLED IN ANY USABLE
WALL SPACE 2 FEET OR MORE IN WIDTH,
11. PROVIDE TWO METHODS OF ELECTRICAL GROUNDING,
A, CLAMP AT HOSE BIB.
B. ONE ADDITIONAL #4 BAR-20` LONG IN FOOTING AT
ELECTRICAL METER LOCATION FOR UPPER GROUND,
12, BATHROOM CIRCUITING SHALL BE EITHERi
A) A 20 AMPERE CIRCUIT DEDICATED TO EACH BATHROOM.
B) AT LEAST ONE 20 AMPERE CIRCUIT SUPPLYING ONLY
BATHROOM RECEPTACLES OUTLETS.
13, BEDROOM BRANCH CIRCUITS WILL BE ARC FAULT CIRCUIT
PROTECTED.
REVISIONS DATE BY
FIRST ISSUE 07-12-05
SECOND 08-05-05
ISSUE
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FIRST ISSUE 107-12-051 1
SECOND 108-05-051 1
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14" OVER HANG TO MATCH EXISTING. -.!� t
TO MATCH EXIST
B) PROVIDE ATTIC VENTILATION. THE REQUIRED VENTILATION AREA
RATIO IS 1/150 OF ATTIC AREA OR 1/300 OF ATTIC AREA IF AT LEAST
00
00
40 YEARS HALF OF THE VENT AREA IS PROVIDED BY VENTILATORS LOCATED MORE L-6-6—Jo
COW ROOFING W1#15 FELT CLASS A
Ot In"Ei OR OSD PLYWD. SHEAnMG THAN 3 FEET ABOVE EAVE VENTS PROVIDING THE REMAINING PORTION con
TOMATCHEMSUNG.
'T OF THE VENT AREA. USE VENTS:
TYPE: (5 PIECES) HALF -ROUND SQUARE- TAIL SIZE: 24"x 12"
OPENINGS SHALL HAVE 1/4 INCH CORROSION RESISTANT
METAL MESH COVERING. (1505.3)
TAPI
t F.F.
C) USE 2-15# FELT BACKING WHEN STUCCO GRADE
PROPOSED
.0 T, STUCW IS APPLIED OVER PLYWOOD, UBC SEC. 2506.4.
0
D) GALVANIZED SHEET METAL (28 gauge min.) ROOF
VALLEY FLASHING IS REQUIRED.
La F E) MIN, 2 LAYERS # 15 FELT @ 3:12 PITCH
PROPOSED NEW RIGHT ELEVATION �-
EXISTING'RIGHT ELEVATION N071E SCALE: 1/4" - 11-011
/117
SCALE: 1/8" = 1r-011 I I
ALL NEW WINDOWS
MUSTAMTCHEXISTING 9IIADOWS
(VIA rn S WOLE SLID, WG)
sys-
ON
(e) SLAB & FOOTING
9 j16" s
EPDXI
SPECIAL INSPECTION REQUIRED
(n) SLAB & FOOTING
EXISTING BLD'G. ( NEW ADDITION
P 24"o/c 6,_0"
#4 X 30" REBAR EMBEb5ED AT EXISTING FTG.
ON 1" DIA, HOLE WITH EPDXY ET 22
1 SPECIAL INSPECTION REQUIRED
S-1
2
NEW CON C. SLAB TO EXIST. FTG S-1
� D r
4"CONC. SLAB
2"sand 1- #4 bar T&B
7/8' Stucco or Shear panne!
'— See DWGs
2A @ 16" O.C. wall framing
�— R-13 Batt. Insi.
5/8"AZ AB w12" plate wshr
6ft Go max, 12"comers max
-----P T 2x lat
2x rafters @16" OC
1/2" CDX index 24-0 8d 6-12
A35 each rafter bay
p e -- 4x POST, MIN. 8d perimeter nailing @ 6" OC
,r— G.I. stucco ground SIMP. HD-2
—CONC. SLAB R30 2x pressure blocking
with eve vents @48" OC
6" earth/wood clearance ° f
III III III =III II
w =III f1
m
12" FOR ONE STORY
3
S-1
2S'
12'--6' �-
4,_0„ H �, 4,_0„ 40
L— a', — —
�A" �a
lo
I /_
CONCRET
,50 PI 4' CONC,ESL GH #42@ 024 pSC. MIN,
EA, WAY OV ' SAND, OVER 6 MIL.
VAPOR BARR OVER 2' SAND
1 I 16 CD
CD
tiV I I U-)
11Z)2A w/Ss�16�A
I
4x4 poS7,
�� T
CD
RD2A W/SSTBI6
1
4x4 POST
1
CD
I 7"-37,-1
I
�
I
F_ EXI
TING FOUL NDATI
c�
I
��
#4 X 30"
DOWEL @ TOP
I & B❑T EMBED
4" INTO
EXISTING
CONIC FTG,
�I
Qo�
SEE DETAIL 2
EPB44T W/
EPDXY
SPECIAL INSPECTION REQUIRED
EXISTING BLD'G.
NEW ADDITION
2-2X4 TOP PLATE
BUILD UP 2X4 0 16"O,C.
CRIPPLE WALL
2X RAFTERS
3j8" PLYWD 5HEATHINH
E.N
Wj 8d @ 6" O.C. E.N.
& 12" O.C. F.N,
21/
2X RAFTERS
SHAPE
2X4 B
PLATE
fik�7
Wj 1
6d 0 12"
O.C. TO BLKG
Rq fir
E.N.
EXIST. JOIST
_ —2X CEILING JOIST
2X8 LEDGER Wj 2-16d
SIMP A35 0 24" O.0
® 12"O.C.
2X BLKG
EXISTING 2X4 SjyD
NEW INTERIOR FINNISH
S-1
�a
r
{ I {
����z� 1
P�
f �
I I
ZCII � ILTE STRENGHT: 2,500 PSI MIN.
4' TE qC. SLAB W/ #4 @ 241O,C,
EA� "Y EVER 2' SAND, OVER 6 MIL
N ( VAR BARRIER, OVER 2' SAND
1 1 I ym I
—1 I I to 1 14`-4„
1 Lfill
�bo EXIST FI 5URDA'TION
2X
LUS26 HANGERS
(SET IN KERF CUT)
TYP LION
2X RAFTERS 0 16" O.C.
SIMP A35 0 16",
2X CLG JOISTS 0 16" O.C.
FIRE BLOCK AS REO'DR-13 INSULATION
M
COLD JOINT
r
2x ceiling joists @16" OC
OLTEMBEDMENT �2x fascia
pEOUIRMENT OF Spike 4-16d rafter to CJ to match exist,
2A W/SSTBi6
1/2" drywall 7/8" thick stucco aver 16ga netting
R13 over grade D construction paper
7/8" staples @ 6" oc
1 3/2x wall framing
4 5
S-1 S-1
N❑TEi
1, N❑TCHING AND B❑RING OF JOISTS SHALL NOT EXCEED CBC
SECTION 2320,8,3 ALLOWANCES,
2, N❑TCHING OF EXTERI❑R AND BEARING/N❑N BEARING WALLS
SHALL NOT EXCEED 25% / 40% RESPECTIVELY. BORED HOLES
IN BEARING/N❑N BEARING WALLS SHALL NOT EXCEED 40% / 60%
RESPECTIVELY, IN NO CASE SHALL THE EDGE OF THE BORED
HOLE BE NEARER THAN 5/8" TO THE EDGE OF THE STUD,
3, FOR HEADER AND TRIM DETAIL SEE 7—S1 I
4, ALL PLUMBING WALLS ARE TO BE FRAMED WITH A I
MINIMUM OF 6"' STUDS, 1
5, PR❑VIDE FIRE BLOCKING IN CONCEALED SPACES OF STUD WALLS
AND PARTITI❑NS, INCLUDING FURRED SPACES AT THE CEILING I
AND FLOOR LEVEL AND AT 10 FT, INTERVALS BOTH VERTICAL I
AND HORIZONTAL, (708,2)
6, THE HOLD—DOWN HARDWARE MUST BE SECURED IN PLACE 1
00
PRI❑R TO FOUNDATION INSPECTION, (1605,22) I
7" FOUNDATION ANCHOR BOLTS IN WALLS SHALL HAVE AN APPROVED I
PLATE WASHER UNDER EACH NUT; AND THE NUTS SHALL BE TIGHTENED
JUST PRIOR TO COVERING THE WALL FRAMING, PLATE WASHERS A I
„ " " 5
7J" (MIN) ROOF
SIMSPSON STRAP SHEATHING
EVERY 32'" OC 2x RAFTERS PER
ENE FLAN
(MATCH EXIST} V �/' (MATCH EXIST}
2x RIDGE BOARD___
PER PLAN
COLLAR TIE 2 0 32" O.C.
LUS26 HANGERS
(SET IN KERF CUT)
TYP UON
E7ROOF AT 10GR
S-1
4x6 HDR,
A
2XCa CINV. JO,�.�ST
g1d•"O, C T.YP.MINIMUM ❑F 2BY 2BY 3/16THICK SHALL BE USED ❑N EACH B❑LT,(1806,6"1)10 4x6 HDR.BUILD WALL TO FOLLOSLOPE OFROOFSHEAR WALL SCHEDULEx6 HDR, 4x6 HDR. 4xBUILD WALL TOFOLLOWSLOPE OF ROOF
3/8" CDX PLYWD W/ 8CJ C❑MM❑N NAILS @ BUILD WALL TO FOLLOW 6"❑,C, E,N, & 12" ❑,C" F,N,, EXTEND FR❑M TOP PLATE MSTC40 CONNECT 8 sLOPE OF ROOF00 4x6 HDR.
NEW WALL T❑ �*T❑ MUD SILL, MIN. 4"—❑" WIDE, SIMP. A3S @ 24" ❑"C" EXISTING WALL 4x6 HDR. T❑P & B❑TT❑M
REVISIONS DATE BY
FIRST ISSUE 07-12-05
SECOND 08-05-05
a—ax4 roa PLATE ISSUE
4-
4X
4X HEADER2X,
2-2X4 TRIM STUD
w/ red 0 tie• D.C.
S—I
ROOF DIAPHRAGM
112" CDX PLYWOOD SHT'G, P{I, 2410
W/ 8d @ 6" E,C, E.N. & 12" 0"C, E,N,
4x6 HDR,
DO
x
2X10RA�'T.�R,Sgld" O. C TYP.
AT T❑P PLATE T❑ RAFTER W/ S❑LID BLKG, TYP, IUS LUNECT RIDGE TO RAFTERSCI
�'�'16CI @ 6" ❑,C, @ S❑LE PLATE ❑R 5/8" DIA. A,B, 0 /1/—D❑UBLE RAFTERS
"a"IxW/ 2 X 2 X 1/4 PLATE WASHER
010�#4 X W T P@ 48"' ❑,C, AT MUD SILL PLATE, 4x3 D❑ EL @ ❑B❑T MBED 4" INT❑
EXISTIN C❑NC FTG,
SEE D TAIL
SIMP. A35 0 16" O.C.
2x FACIA
TO MATCH EXIST.
:,N.
BUILD WALL TO FOLLOW
SLOPE OF ROOF
SIMP. A35 0 16" O.C.
E N 2-2X4 TOP PLATE
CONTINUDS SHEAR PANEL
PER SCHED,
2X4 STUDS 0 16" O.C.
6SIMP A35 0 24" O,C.
D.r�ROOFE.N.O,02-2X4 TOP PLATE
RAFTER TIE
0 EVERY 48" O.C.
USE KICKER & PURUN 0 45 D AX.
FROM VERT. 0` 48" O.C.
2X CEILING JOIST 0 16" O.C. 2X CEILING JOIST 0 16" O.C.
SIMP. U HGR. 2X6 LEDGER W/ 3-16d
*EASTUD2X4 BLKG2X4 STUDS 0 16" O.C.
SHEAR PANEL
CDNTINUDS
PER SCHE
EXISTING BLD'G.I NEW ADDITION
2-2X4 TOP PLATE
BUILD UP 2X4 @ 16"O.C.
CRIPPLE WALL
ZX RAFTERS3j8"
PLYWD SHEATHINH
E.N
W/ 8d 0 6" O.C. E.N.
& 12" O.C. F.N.
2X RAFTERS
SHA
2X4 B
PLATE
W%
d 0 12"
.C. TO BLKG
EXIST. JOIST
----2X CEILING JOIST
HDR. Wj EPC
LUS26 HANGERS TYP.6x14
1
S-1
450���SIMP A35A35 0 24" O.C.
�AF�RS``yE.N.r" O.0
2--2X4 TOP PLATE
RAFTER TIE
0 EVERY 48" O.C.
USE KICKER & PURUN 0' 45 D
FROM VERT, 0 48" O.C.
2X CEILING JOIST 0' 16" O.C.
2X CEILING JOIST 0 16" O.C.
SIMP. U HGR.
2X6 LEDGER W/ 3-16d
0 EA STUD
2X4 BLKG2X4
STUDS 16" O.C.
SHEAR PANEL
CDNTINUDS
PER SCHE
2X8 CLNG . JO.I.ST
C� 167" C. C. TYP.12
6x14 BEAM
CALIFORNIAFRAME
2X10RA.t'TER.Sle O. C. TYP.
4x6 H
(�.XI.S''T)
"TCI.I.�N
4x6 HDR
4x4 POST TO ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE
4x4 POST TO
SUPPORT EXIST, RIDGE
COVERING FECE GRAIN
SUPPORT EXIST, RIDGE PLYWOOD
SHALL
BE PERPENDICULAR TO SUPPORTS,
oEXI57I�INING'ROOM
(EX ST)
�
�LI
INGrROOM
G1.13
DROOM
TO CONV RT TO
F", ROOM
FRI
4x6 HDR. 4x6 H➢R.
ENTRY
(EXIST.)
FRONTPORCH
ROOF FRAMING PLAN
MSTC40 C❑NNECT
NEW WALL T❑
EXISTING WALL
T❑P & B❑TT❑M
W
lid TO
HEADER
KING STUD
0�>
kA
SHEET #
I I.
Itin
■' s � as
Note:Lowrise residential buildings T to the Standardsmust containtheseea , a..regardless ofthe complianceapproach 's.ef-
Items Marked with on asterisk (*) may be superseded by more stringent compliance requirements fisted on the Certificate of
Compliancechecklist t f ! a t _.i into
. the permitdocuments,
#. noted shall be considered by off parties
,..
as ! ! i ,. performance specifications for the + s a ameasures whether they are shown documents
or on this only.
Iristructiorw. Check or initial applicable boxes when completed or enter N/A N not Applicable.
DESCRIPTION
DESIGNER
ENFORCEMENT
Building Envelope Measures.
150(a): Minimum R--19 Ceiling insulation.
X
150(b): Loose fill insulation manufacturer's labeled R-Value.
X
150(c): Winimum -13 Mull insulation in wood framed wags or equivalent U-foctor in metal frame walls
(does not apply to exterior moss walls).
X
150(d): Minimum -13 raised fluor insulation in framed floors.
X
1500) : Slab edge insulation - water absorption rate no greater than 0.3 %, water vapor transmission rote
no greater than 2.0 perm inch.
N/fin,
118: Insulation specified or installed meets insulation quality standards. Indicate type and form.
X
116-17: Fenestration Products, Exterior Doors and Infiltration/ExSliration Controls.
1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage.
2. Fenestration products (except field -fabricated) have label with certified U-foctor, certified Solar Beat
Cain Coefficirent (SHGC), and infiltration certification.
3. Exterior doors and windows weathersttri ; oil joints and penetrations caulked and sealed.
X
150(g): Vapor barriers mandatory in Climate Zone 14 and 16 only.
NLA
150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards.
N/A
150(e): Installation of Fireplace, Decorative Gas Appliances and Gas Logs.
1. Masonry and factory -built fireplace have:
a. Closeable metal or glass door
b. Outside air intake with damper and control
c. Flue damper and control
2. No continuous burning gas pilot lights allowed.
X
Space Conditioning, rater heating and Plumbing System Measures:
100-113: HVAC equipment, water heaters, showerheods and faucets certified by the Commission.
X
150(h): Heating and/or cooling bads calculated in accordance with ASHRAE, SMACNA or ACCA.
X
150(1): Setback thermostat on oil applicable gating and/or cooling systems.
X
150(j). Pipe and tank insulation
1. Storage gas water heaters rated with on Energy Factor less than 0.56 must be externally wrapped with
insulation Craving an installed thermal resistance of -12 or greater.
2. First 5 feet of pipes closest to water heater tank, iron -recirculating systems, insulated (R-4 or greater) .
3. back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12
external insulation or R-16 combined internal/external insulation.
4. All buded or exposed piping insulated in recirculating sections of hoot water system.
5. Cooling system piping below 55 degrees insulated.
6. griping insulated between heating source and indirect hot water tank.
X
>�c 150(m): Ducts and fans
1. AN ducts and plenums installed, seolecl and insulated, to meet the requirements of the 1998 CMC sections
601, 603, and 604 and standards 6-3, ducts :insulated to a minimum installed level of R-4.2 or enclosed
entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant
or other duct closure system that meets the le req irements of L181, UL181A, or U1181B .
If t isto than 1 /4 the either
mastic or is used seal openings gr er inch, combination of mostic and
tapemash be used. Building cavities shall not be used for conveying conditioned air. Joints and
sums of duct systems and their components shall not be sealed with cloth back rubber addhesive duct
tapes unless such tape is used in combination with Mastic and drawbands.
2. Exhaust fan systems move bockdraft or automate dampers.
3. Gravity vend ems serving conditioned have either automatic or readily accessible,
X
martial aced
� l
114: Pool and Spa Heating Systems and Equipment.
1. System is certified with 78 % thermal efficiency, on -off switch, weatherproof operating
instructions, no electric resistance heating and no pilot right,
2. System is installed with:
a. At least W of pipe between filter and heater for future solar heating.
b. Cover for outdoor pools or outdoor spas.
3. Pool system has directional inlets and a circulation pump time switch.
N/A
115: Gas fired central furnoces, pool heaters, spa heaters or household cooking appliances have no
continuously burning pilot light. (Exception: Non -electrical croaking appliances with pilot < 150 Btu/hr)
X
Lighting Measures:
150(k)l.: Luminaries for general lighting in kitchens shall have lamps with an efficacy of 40
lumens/watt or greater for general lighting in iatci ens. This general lighting shall be
controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen.
X
150(k)2.: Rooms with a shower or bathtub must hove either at least one luminaire with lamps with an
efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to
this requirement allowed in Sec 150(k)2; and recessed ceiling fixtures are IC (insulation cover) approved.
X
sGeneralRequirements
C15.8.1 Notes to be placed on the plans.
a a Maintenance Information. builder shall provide to # E : is owner at occupancy informationfor all features,components, and 4manufactured
devices!require routinemaintenance forefficientoperation, Required routine,#. •! actions shall be
clearlystated andincorporated on !reocrily accessible label.
' label may be limited to identifying, #.: title and/orpublication # operationandmaintenance! # for [ particular a!_ and typeoffeature,material,
componentormanufactured device.
c17.&12 After installing wall,ceiling, or floor insulation,r shall a available to the enforcementagency :. or post in ! conspictious locationbuilding #. certificate
signed by a.. #stating that # ! #n is consistent With the plans and specifficotions described in Section# # T and for which the buikrmg permit !
issued andconformsof
Pi: ♦ The certificate shall also state the ! ! ' name and material identification.
CERTIFICATE OF COMPLIANCEs RESIDENTIAL Page I CF-IR
• RESIDENCE Date_ 0. #
Project Address
Documentation Author ... Christopher S. Leighton *****I* I u 1112 e it 000"
• a.
13691 # Date I
Date I
Climate Zone Compliance Method ...... MICROPAS6 v6,01 for 2001 Standards by Enercomp, Inc,
MICROPAS6 v6, 01 FI te-SO505860 ii: ` Program -FORM
I User#-MP0206 User -Terry Engineering Run -PROPOSED ESPING RESIDENCE I
------------------------------------------------------------------------------
�*e
Conditioned Floor Area...,,
1652 sf
Building Type ..............
Single Family Detached
Construction Type .........
Existing Pius Addition
Building Front Orientation.
Front Facing 270 deg (Y)
Number of Dwe I t I ng Urn I ts, ,.
1
Number of Stories..........
I
Floor Construction Type....
Slab On Grade
Glazing Percentage.........
15,2 0 of ftoor area
Average Glazing , .
0.99 Btu/hr-sf-F
�}-}}f�q{�alctor.
Average G taz i rag S•q� GC.......
0.74
Average Ceiling Height,.,,.
8 ft
BUILDING SHELL INSULATION
Component
Frame Cavity Sheathing
Totat Assembly
Type
Type R-value R-value
R-value U-factor Location/Comments
Roof
n/a R-19 R-n/a
R-19 0.051 Existing Attic
New Attic Ceit
Nall
n/a R-0 R-n/a
R-0 0.386 Existing Ext W
watt
n/a R-13 R-n/a
Rr-13 0,088 New Ext Ida t t
watt
n/a R-0 R-n/a
R-0 0.322 Existing Gypbo
StabEdge
n/a R-0 R-n/a
F2=0.720 Covered
StabEdge
n/a R-0 R-n/a
F2=0.550 At Garage
`=
Area
i
.
hang/
Orientation
#
a
Shading
Window
Front
(W)
16.0
0. 990
0. 740
Standard
Standard
None
Door
Front
(W)
20.0
0,990
0.740
Standard
Standard
None
Window
Front
< W)
16.0
0,990
0,740
Standard
Standard
None
Door
` •
«.
Standard
# #! a
None
Window
Back
< E)
9.0
0,990
0,740
Standard
Standard
None
W I ndow
Front
< W)
16.0
0,990
0,740
Standard
Standard
None
Window
Right
(S)
24.0
0,990
a 740
Standard
Standard
None
CERTIFICATE OF COMPLIANCEt RESIDENTIAL Page 2 CF-IR
#6 User -Terry Engineering Run -PROPOSED ESPING RESIDENCE
e
Orientation
(sf)
Factor
SHGC
Shading
Shading
Fins
Window
Right
(S)
240
0,990
0,740
Standard
Standard
None
Window
Back
(E)
16.0
0,990
0,740
Standard
Standard
None
Window
Back
• +
0,990
t
.# # id.
Standard
Standard
on
Left
< N)
24.0
0. 990
0,740
Standard
Standard
None
Window
Left
< N)
6,0
0,990
0,740
Standard
Standard
None
WindowWindow
:!
0.990
0,740
Standard
Standard
None
Window
Left
(N)
16.0
0.990
0. 740
Standard
Standard
None
Window
Left
(N)
16,0
0. 990
0. 740
Standard
Standard
None
SLAB SURFACES
-------------
Area
Slab Type (sf)
Standard Stab 1652
HVAC SYSTEMS
Refrigerant
Tested
Equipment
Minimum
Charge and Duct
Duct
Duct
Manua I
Thermostat
s-
Efficiency
Alrftow LocationR-value
Leakage
D
Type
WATER HEATING SYSTEMS
Number Tank External
in Energy Size Insutation
Tank Type Heater Type Distribution Type System Factor (gat) R-value
Large Gas Standard 1 n/a 75 R-12
WATER HEATING SYSTEMS DETAIL
Standby Internal Tank
Recovery Rated Loss Insutation Pitot
System Efficiency Input Fraction R-value Light
Large .76 n/a .026 R-n/a n/a
CERTIFICATE OF COMPLIANCE, RESIDENTIAL Page 3 CF'-iR
------------
Project Titte.......... PROPOSED ESPING RESIDENCE Date..O8/04/05 17139155
I MICROPAS6 v6,0I Fite-5O50586O filth-CT208S92 Program -FORM CF-1R I
I User# _MP02O6 _ User -Terry Engineering Run -PROPOSED ESP ING RES I DE������ I
____
SPECIAL FEATURES AND MODELING ASSUMPTIONS
-----------------------------------------
w*m Items in this section should be documented on the plans,
wade I nsta t ted to manufacturer and CEC specifications, and
verified during plan check and field inspection.
This Building incorporates non-standard hater Heating System
REMARKS
CERTIFICATE .: COMPLIANCE, RESIDENTIALPage • ..
Project Title ........ PROPOSED ESPING RESIDENCE Date,.08/04/05 171 39t55
M u 8S92 Program-FOR
I User#-MP0206 User -Terry Engineering Run -PROPOSED ESPING RESIDENCE I
COMPLIANCE STATEMENT
This certificate of compliance lists the building features and performance
specifications needed to comply with Titte-24, Parts 1 and 6 of the
Catifornia Code of Regutations, and the administrative regutations to
implement them, ThIs certificate has been signed by the Individual with
overall design responsibility. When this certificate of comp Iionce Is
submitted for a single building plan to be built in multipte orientations,
any shading feature that Is varied Is Indicated In the Spec Iat Features
Modeling Assumptions section.
DESIGNER or OWNER DOCUMENTATION AUTHOR
Name,... __-_ Name.... Christopher S, Leighton
Company. MRS SANDRA4ES ING Company. Terry Engineering
Address. 1241 S TOWNER STREET Address, 13691 Red Hilt Ave.
SANTA ANA CA 92707 Tustin, CA 92780
Phone... (714) 545-5990 Phone... (714) 838-1124
License, _________________________
S I fined, . _ __ a- a Signed,. _
�{ date) �fi(d"e)
ENFORCEMENT AGENCY
Name..,, Terry Engineering_ -_
T i t t ey , __,f369�fi"Ki l'i!i �nrenue
Agency, . __-___-T------
Phone,,, -__-rt`�_____----------
Signed..
-{date
UPON COMPLETION 13F CONSTRUCTION CONTRACTOR SHALL
OBTAIN CF-6R FORMS FROM THE CALIFORNIA ENERGY
COWI SS ION AT, www, energy. ca. gov/t I t i e24
(CLICK TO FIND RESIDENTIAL COMPLIANCE FORMS)
THESE FORMS SHALL BE COMPLETED, SIGNED AND POSTED
13N THE JIB SITE FOR THE PERUSAL OF THE INSPECT1
PRIOR TO FINAL INSPECTIOPT,