HomeMy WebLinkAbout10150435.pdfNOTES 4ALM&.
CONTRACTOR SHALL, PRIOR TO COMMENCEMENT OF WORK, FIELD VERIFY
ALL EXISTING PROJECT CONDITIONS, INCLUDING DIMENSIONS AND UTILITY
LOCATIONS AND UTILITY SIZES,
CONTRACTOR SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL WORK AND
MATERIALS - INCLUDING THOSE FURNISHED BY SUBCONTRACTORS,
WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED SIZES;kU N
Adl"'
OT Imo'
SCALE DRAWINGS
kta ail
11 DETERMINE ANY LOCATIONS, THE ARCHITECT A
SHALL BE NOTIFIED OF ANY DISCREPANCIES, PRIOR TO CONTINUING
WITH WORK,
2, ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITIONS OF ALL
APPLICABLE BUILDING CODES, THE AMERICANS WITH DISABILITIES ACT,
AS WELL AS ALL OTHER LOCAL GOVERNING CODES AND ORDINANCES,
3, ALL ELECTRICAL, MECHANICAL, AND PLUMBING WORK SHALL CONFORM
TO THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED AUTHORITIES
HAVING JURISDICTION,
4, THE GENERAL BUILDING PERMITS SHALL BE PAID FOR BY THE OWNER
AND SECURED BY THE GENERAL CONTRACTOR ALL OTHER REQUIRED
PERMITS SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR OR
SUBCONTRACTOR DIRECTLY RESPONSIBLE,
5, CONTRACTOR SHALL ASSIST OWNER IN OBTAINING FINAL APPROVAL OF
LOCAL HEALTH DEPARTMENT AND THE TEMPORARY ADN FINAL (Bldg. Permit
CERTIFICATES OF OCCUPANCY,
46226 3/15/88
6, CONTRACTOR SHALL PROVIDE BACKING FOR SUPPORT OF Fur Screened Patio)
ALL WALL, CEILING, AND PARTITION MOUNTED ITEMS SUCH AS
LIGHT FIXTURES, SHELVING, EQUIPMENT, AND TELEVISIONS, 10*-
COORDINATE LOCATIONS AND REQUIREMENTS WITH THE
PLUMBING, MECHANICAL, ELECTRICAL DRAWINGS,
0
7,IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL U
EXISTING UTILITIES, WETHER SHOWN HEREIN OR NOT, AND TO PROTECT
THEM FROM DAMAGE, THE CONTRACTOR SHALL BEAR ALL EXPENSE FOR
THE REPAIR OR REPLACEMENT OF UTILITIES AND ALL OTHER PROPERTY
DAMAGE BY OPERATIONS IN CONJUNCTION WITH EXECUTION OF WORK, EXIST
8, CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION IN ACCORDANCE 04 OVER
WITH ALL APPLICABLE BUILDING CODES, 238 'k
CONTRACTOR SHALL PROVIDE REQUIRED PROTECTION INCLUDING, BUT NOT
LIMITED TO, SHORING, BRACING, AND ALL OTHER SUPPORTS (INCLUDING
ENGINEERING OF SYSTEMS) NECESSARY TO MAINTAIN OVERALL STRUCTURAL
INTEGRITY OF THE BUILDING,
ALL DEMOLITION AND CUTTING SHALL BE PERFORMED IN A MANNER AND
BY THE METHODS WHICH ENSURE AGAINST DAMAGE TO EXISTING WORK,
9, INTERIOR WALL AND CEILING FINISHES SHALL NOT EXCEED FLAME SPREAD
CLASSIFICATIONS DICTATED BY ALL APPLICABLE BUILDING CODES, R
t
10, GYPSUM BOARD AND SUSPENDED CEILING SYSTEMS SHALL CONFORM TO
ALL LOCAL GOVERNING BUILDING CODES AND ORDINANCES,
11, ALL GLASS AND GLAZING SHALL COMPLY WITH ALL APPLICABLE BUILDING
CODES AS WELL AS THE US, CONSUMER PRODUCT SAFETY COMMISSION,
SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS (47 FR,
13516 TITLE NO, 16, CHAPTER 11, PART 1201), L
12, PIPES, CONDUITS, OR DUCTS EXCEEDING ONE THIRD OF THE SLAB OR
MEMBER THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONCRETE
UNLESS SPECIFICALLY DETAILED, REFER TO MECHANICAL, ELECTRICAL,
PLUMBING, ADN STRUCTURAL DRAWINGS FOR LOCATION OF SLEEVES AND
OTHER ACCESSORIES,
16, EXTERIOR OPENINGS SHALL COMPLY WITH ALL SECURITY REQUIREMENTS
AS OUTLINED IN ALL LOCAL BUILDING CODES AND ORDINANCES,
18, ROOF OBSTRUCTIONS SUCH AS TELEVISIONS ANTENNA, SOLAR PANELS,
AND GUY WIRES SHALL NOT BE LOCATED OR INSTALLED IN SUCH A lo
WAY AS TO PREVENT FIRE DEPARTMENT ACCESS OR EGRESS IN THE
EVENT OF A FIRE,
i, Contractor Shall verify all requirement5, material specifications, conditions
and dimen5ion5 shown on plans against actual job 51tC, floor plan and
manufacturer'5 requirements to check for any required tolerances for
foundation layouts, such a5, gap at mod-linC5. Notify Engineer of the
following. abnormal condition5, deficiencle5, di5crepanCIC5, clarification,
M15under5tanding5, typos, M15take5, items m1551nq from drawings, mi55ing
reference, ClCtaI15 or notes before proceeding,
2. There Should be a construction meeting before proceeding with construction
NQTE:
SEPERATE PERMITS ARE REQUIRED FOR EACH (BUILDING), (ACCESORY
BUILDING), (POOL OR SPA), (FENCE/WALL), (RETAINING WALL),
(MECHANICAL), (ELECTRICAL), (PLUMBING),
DESIGN LOADS:
ROOF LIVE LOAD:
FLOOR LIVE LOAD:
ROOF DEAD LOAD:
FLOOR DEAD LOAD:
WIND LOAD:
20 psf
40 psf
10 psf
8 psf
70 MPH? EXP.11C11
--
641
AF
-------- - 7N.- 4nox"M
PROPERTY LINE
YARD/GRASS
(EXIST.) o YARD/GRASS
(EXIST.)
13'-5" 30'-0"
GRANT ST.
OWNWAM
1"r"4E P AN
SCALE .- 1/811 = 11-011
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L-2001 CALIFORMIA ENERGY CODE (TITLE24, PART 6)
2.-2001 CALIFORNIA BUILDING CODE (CBC)
1-2001 CALIFORNIA ELECTRICAL CODE (CEC)
4--2001 CALIFORNIA MECHANICAL CODE (CMC)
5--2001 CALIFORNIA PLUMBLINE CODE (CPC)
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All
BUILDING SUMMARY
EXISTING COVER PATIO SQ. FOOTAGE
EXISTING TWO CAR GARAGE SQ. FOOTAGE
EXISTING LIVING AREA SQ. FOOTAGE
PROPOSED FIRST FLOOR ADDITION AREA SQ. FOOTAGE
TOTAL AREA SQ. FOOTAGE
LOT SQUARE FOOTAGE
LOT COVERAGE
LOT
TRACT
MAP BOOK
ZONING
CITY
COUNTY
STATE
A.P.N.
CONST. TYPE
OCCUPANCY
GARAGE
NUMBER OF STORIES
0 10
10
2482
PAG. 829 GRID G4
N/A
SANTA ANA
ORANGE
CALIFORNIA
404-036-04
1: N
R-3
U-1
SITE
I
NO SCALE
238 S.F.
459 S.F.
T- I TITLE SHEET/PLOT PLAN,
A-1 EXISTING FLOOR PLAN, &
PROPOSED FLOOR ADDITION PLAN,
A-2 UTILITY PLAN
A-3 ELEVATIONS
S-1 FOUNDATION PLAN,
ROOF FRAMING PLAN,
SECTION PLAN, AND DETAILS.
RC
TE-1 TITLE 24 JUL 2 12005 D
Crbi of Santa Ana,
ATE BY
FIRST ISSUE 07-15-05
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PROPOSED ADDITION
12'-6"
440„
ST VP
1 1'-5"
/ L_A_Nj) R,
FX1CT ( P
I EXIST.
PROPOSED FIRST FLOOR ADDITION
t
N
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21'-a"
PROPOSED ADDITION
W-Q"
00
SCALE: 1 /8" = 1 r_011
PROPOSED
DORMER DORMER
rn
p DN. DN.
F \ DORMER DORMER
i
EXISTINGRIDGE
PITCH
' 2
-�-�
ITIE"ER
EXISTINGRIOGE
Q
DOOR SCHEDULE
SYM. SIZE TYPE QUAN.
001 2'-0"x6'-8" I H.C. SINCI F a
002
21-6"x6'-8"
H.C. SINGLE
5
003
2'-8"x6'-8"
SOLID EXT. 1 3/8" THICK
2
004
3'-0"x6'-8"
N.C. SINGLE
1
005
3'-0"x6'--8"
SOLID EXT. 1 3/8" THICK
2
006
5'-0"x6'--8"
CLOSET DOOR
4
007
70-0"x6'-8"
CLOSET DOOR
2
008
8'-0"x6'-8"
SLIDING DOOR
1
009
16'-0"x 7'-0".1
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.
T
3'-0"x1'--0"
HOR. SLIDING TEMP.
1
0
2'-6"x3'-O"
HOR. SLIDING
1
3'-6"x 4'--6"
HOR. SLIDING
2
4'--0"x 4'-0"
HOR. SLIDING
3
6'-0"x 4'-0"
HOR. SLIDING
2
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' 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.- NEW 22x30' 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 SHALT, 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 (2% SLOPE),
ll.- LANDINS AT DOOR SHALL HAVE A LENGTH MEASURED IN DIRECTION OF
TRAVEL OF NOT LESS THAN 36 INCHES,
12,- EXTERIOR FINISHES AND WINDOWS TO MATCH EXISTING,
13,- GALVANIZED SHEET METAL (28 gauge MIn,) ROOF
VALLEY FLASHING IS REQUIRED, (1508,3)
14.- PLUMING FACILITIES, INCLUDING LAUNDRY FACILITIES,
SHALL BE PROVIDED IN ACCORDANCE WITH THE
CALIFORNIA PLUMBING CODE SECTION 413,0
AND CPC TABLE 4-1,
15,- IN EVERY BEDROOM AND BASEMENT, PROVIDE ONE
OPENABLE 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.
16,- GLASS AND GLAZING SHALL BE IN ACCORDANCE WITH
CBC CHAPTER 24,
17,- GLAZING IN DOORS AND FIXED GLAZED PANELS OF
MORE THAN 9 S.F, SHALL HAVE CATEGORY II
CLASSIFICATION PER CBC CHAPTER 24 AND UBC STD,
24-2.
18.- GLAZING IN DOORS AND ENCLOSOURES FOR BATHTUBS
AND SHOWERS SHALL HAVE CATEGORY II CLASSIFICATION
PER CBC CHAPTER 24 AND UBC STD, 24-2,
19.- 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,
20.- 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,
2EVISIONS I DATE I BY
FIRST ISSUE 07-15-05
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REVISIONS DATE I BY
FIRST ISSUE 07-15-051
GENERAL LIGHTING FIXTURES IN BATHROOM AND KITCHEN SHALL HAVE
LAMPS WITH A EFFICANCY OF AT LEAST 40 LUMEN PER WATT.
DOORS AND PANELS OF SHOWER AND BATHTUB ENCLOSURES
SHOULD BE FULLY TEMPERED, LAMINATED SAFETY GLASS
OR APPROVED PLASTIC.
EXIST.
ELECTRICO PANEL 120 AMP.
EXIST
(EXIST)
Isr 00
TCHEN 00- 1
8'-0" CLNG.
(EXIST)
CO VER PA TIO
EXIST.
(EXIST)
to 0013LIVINGROOM-1li
8'-0" CLNG.
F
Ee
a--
NEW
0--AFCI BEDR
8'-0" CLNG.
NEW
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AFCI
FIB
W.P. @=AFCI
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1010
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NE OOR WA Y 006
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(EXIST) JVE (Exls-r)l NEW
Dl%WGROOM czo'.�W.T_ BEDRVOM3
8'-0" CLNG. 8"76" CLNG.
(E)
A THO
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001 002
EXIST. 30" CLOSET
_MNT1�ALMAU&
EXISTING W.H. 4LL-
60GALONS WA Y
* - ... -1, CLOSET
"4z
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112 002
(EXIST) (EXIST)
1000BEDROOMI BEDROOM 2
r5l I i-11 8'-0" CLNG. 8'-0" CLNG.
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STEP
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u
-- I
(DEXIST.
ELECTRICAL PLAN
SCALE: 1/4" = 1 °-011
(DEXIST.
-h' k,
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AFCI=@ ARC FAULT CIRCUIT
INTERRUPTER
GFI-:@ GROUND FAULT INTERRUPTER
$ SWITCH
SMOKE DETECTOR
CEILING MOUNT FIXT.
FAN
�-o WALL HUNG LIGHT FIXTURE (W.P)
HOSE BIBS/
H.B. �- HOSE SPIGOT WITH NON REMOVABLE BACK FLOW DEVICE
TYPICAL INSTALLATION HEIGHTS
UNLESS NOTED OTHERWISE
WALL FIXTURE
CONVENIENCE
OUTLET
m 0
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00 0
CONVENIENCE 0
c CABINET
TV OR PHONE
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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"xl8GA
1 10" 1 Ar- QrPPM/
WATER HEATER SHALL BE ANCHORED // 11. X\-
OR STRAPPED TO RESIST HORIZONTAL PLATFORM SHALL
DISPLACEMENT DUE TO EARTHQUAKE
MOTION. BE ANCHORED
EXISTING WATER HEATER
LOCATED IN THE HALL WAY
c
ELECIBICAL NQI
MATERIAL
1. ALUMINUM WIRE SHALL NOT BE USE IN ELECTRICAL WIRING
WITHIN THE
DWELLING UNIT
WORKMANSHI
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.
INSIALLATIQ
1. ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO
WEATHER SHALL BE
"WEATHER PROOF".
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 SEPERATE 20 AMPERE LAUNDRY CIRCUIT.
7. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER (GFI)
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 SO
THAT NO POINT
ALOND 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 EITHER:
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.
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SHEET #
A-2
REVISIONS DATE BY
FIRST' ISSUE 01-14-05
SECOND 04-07-051
ISSUE
40 YEARS
COMP, ROOFING W/ # 15 FELT' CLASS A
0/ 1/2" CDX. OR OSB PLYWD. SHEATHING
EXIST.
STUCCO
---7j-7
LLi-U
OF- nil
%
... .. .
00
7.
EXIST.
..
IL
BRICK
E L I
U=L
-9T—Ep
EXIST.
2a FACIA
EMT,
STUCCO
EXIST.
BRICK
W FACIA
EXISTING FRONT ELEVATION
SCALE: 1//4" = V-Otl
40 YEARS
COMP, ROOFING W1#15 FELT CLASS A
01117Cox. CROSS PLYWD, SHEATHING
SCALE: 1/8" P-O"
40 YEARS
COMP, ROOFING W/#15 FELT CLASS A
011WC)MOROMPLYWD.SHILATHINO
EXISTING REAR ELEVATION
.IST N(.i
All
SCALE: 1/8" P-0
------ NNE
40 YEARS
Cobe ROOPINOW1 #15 FELT CLASS A
0/ jt2"aj. OR OSB PLYWD. SHEATHING
40 YEARS
COW RGGMG Wj #is FELT CLASS A
w 1121 COX OR 088 PLYWD. SHEATHING
14XISTING LEFT ELEVATION
SCALE: 1/8" = P-0"
EXIST.
W FACIA
MST.
STUCCO
RXIST.
2XS FACIA
EXIST,
2x8 FACIA
T.O.P.
12
TO MATCH EXISTING 51
40 YEARS
COMP. ROOFING W/ # 15 FELT' CLASS A
0/ 1/2" CDX. OR OSB PLYWD. SHEATHING
TO MATCH EXISTING.
MINIMUM Iirli1Mir1i1MirMilirlit�irtilMirlitMirlil�irlil�trlit�irlit�trllil�iril�iriil�irlill
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ILO
F.F.
F.F.
ALL EXTERIOR FINISHED
TO MA J ICH EXIS) rING.
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—7.71�
FQUND�TION:
o" 7 STEP
STEP
1111-0
PROPOSED ADDITION
12
TO MATCH EXISTING 5 r
PROPOSED NEW REAR ELEVATION
SCALE : 1/4" = 1'-011
12
. .................
EXIST.
STUCCO
EXIST.
BRICK
EMT, EXISTING
STUCCO FOUNDATION VENTS
NEW
2x8 FACIA
TO MATCH
EXISTING
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100 00
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— — — — — —
ww
Iml
WMIJILA" P
40 YEARS
COMP, ROOFING W/ # 15 FELT' CLASS A
0/ 1/2" CDX, OR OSB PLYWD. SHEATHING
12 TO MATCH EXISTING.
TO MATCH EXISTING 51
40 YEARS
COMP. ROOFING W/ # 15 FELT CLASS A
0/ 1/2" CDX, OR OSB PLYWD, SHEATHING
TO MATCH EXISTING,
MINIMUM
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NOTE
ALL .NEW WINDOWS
WILL MA, TCH EXIS T W4 9S
(VIA TYL S, WOLE SLM WG)
00
NEW
W FACIA
TO MATCH
EXISTING
T.O.P.
2
0
I
00
STUCCO
FLAT 2x4
O
ALNDAOW pl
L ROUND SQL
I
BLDG PAPER(S) 0/
WINDOW FLASHING
NAIL -ON WINDOW SASH
SET IN PERIMETER CAULKING
W
GYP
OWINDOW HEAD
SET IN PERIMETER CAULKING
NAIL -ON WINDOW SASH
WIND PAPERS} OW FLAS)I
BLDG P
D , PA ER 0/
FLAT 2x4
WINDOWALL AROUND
STUCCO
GYP
O WINDOW SILL
F.
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cco
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jor
-
03
c
2x4
HDR,
SILL
20
GYP BOARD
STUCCO
FLAT 2x4 SI 2x4
AROUND DOOR HDR,
BLDG PAPER(S) 0/
WINDOW FLASHING
CASING
STUCCO GROUND
DOORFRAME
NOTE
A) 2"x8" FACIA To MATCH EXISTING
24" OVER HANG To MATCH EXISTING.
B) PROVIDE ATTIC VENTILATION, THE REQUIRED VENTILATION AREA
RATIO IS 11150 OF ATTIC AREA OR 1/300 OF ATTIC AREA IF AT LEAST
HALF OF THE VENT AREA IS PRO VIDED BY VENTILATORS LOCATED ORE
THAN 3 FEET ABOVE EAVE VENTS PROVIDIN G THE REMAINING PORTIMON
OF THE VENT AREA, USE VENTS:
2 VENTS, TYPE: HALF -ROUND SQUARE. TAIL SIZE: 24"x 1211
OPENINGS SHALL HAVE 1/4 INCH CORROSION RESISTANT
METAL MESH COVERING. (1505.3)
EXIST.
C) PROVIDE FOUNDATION VENTS
STUCCO
AT AROUND FLOOR JOIST (9 pzs.)
RECTANGULAR 6"xM" GALVANIZED CONSTRUCTION,
OPENINGS SHALL BE AS CLOSE To CORNERS AS
PRACTICAL AND SMALL PROVIDE CROSS VENTILATION
ALONG THE LENGTH OF AT LEAST TWO OPPOSITE SIDES,
EXIST.
OPENINGS SHALL HAVE 1/4 INCH CORROSION RESISTANT
BRICK
METAL MESH COVERING,
D) PROVIDE WALL LOUVERS VENTS
AT EACH GABLE END, 14"x22" GALVANIZED,
OPENINGS SHALL HAVE 1/4 INCH CORROSION RESISTANT
EXISTING
METAL MESH COVERING,
FOUNDATION VENTS
E) USE 2-15# FELTBACKING WHEN STUCCO
IS APPLIED OVER PLYWOOD, UBC SEC. 2506.4.
F) I 8"x 24" UNDER FLOOR ACCESS CRAWL HOLE.
G) GALVANIZED SHEET METAL (28 gauge min.) ROOF
VALLEY FLASHING IS REQUIRED.
H) ADD 20 AROUND WINDOS & DOORS SEE DETAILS (A,B,Q,,)
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140
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SHEET #
A-3
REVISIONS I DATE JBY
I FIRST ISSUE 07-15-05
pl3 nPOSED ADDITION
SHEAR WALL SCHEDULE 30'-0"
3/8' CDX PLYWD OR OSB W/ 8d COMMON NAILS @ ___ _ '- 1 1 „ 12'--1
6"0,C. E.N, & 12" O.C, F,N., EXTEND 11
FROM TOP PLATE 7
TO MUD SILL, MIN, 4'-O" WIDE, SIMP, A35 @ 24" O.C.
AT TOP PLATE TO RAFTER W/ SOLID BLK'G, TYP, i J _ 6 rr H 4 / _ 0"
16d @ 6" O.C. @ SOLE PLATE 5/8" DIA A.B, HD2 HD2
W/ 2' X 2" X 1/4' PLATE WASHER HD2 4'~0 r 5Err �� HD2 HD2 HD2 HD2
@ 48' O,C. AT MUD SILL PLATE 1 _/ /___ - _ _
I------------ ----_--__ -1 I
�- I i
!
z 1 I ! i Toz
�5'--6" 5'-6" 5'-6" i 3 Q # LD
18' SQ X 12' DP
TONG PIERS TYP. i I a: ! {
SEE DETAILS
1 ! I
i
HD2
HD2
!
I 2X6 FLOOR JOIST i I ! ! HD2
HD2 i @ 16N O,C, TYP
0-
1 I ! I I
I I ! I mtjo
!
i ! 6 !
HD�
HD2
e
i E _ r ^ _ MIN, OF 6' GAP
BETWEEN 4x8
AND FOUNDATION #4 X 30" DOWEL @ TOP
- SEE DETAILS BOT EMBED 6" INTO
(EXIST) #4 X 30" DOWEL @ TOP 2 EXISTING CONC FTG,
KITCHEN& BOT EMBED 6" INTO s-fi SEE DETAIL 5 SHT S-1
EXISTING CONC FTG, - ----
SEE DETAIL 5 SHT S-1
SIMSPSON STRAP _
AVERY 48" O.C.
�z
(MATCH EXIST_
LUS26 HANGERS
(SET iN KERF CUT)
TYP LION
x4 POST
Simpson Strong -Tie
PC
2MFFMFSILL PLATE W/
SB"DIA. X 12"LONOA.B.
Ia}1f W s".IAW C19NC FM
W12 "SQ. X 114"PLA7E�
WASHER TYP.
2-0 R F. BA R HORIZ. 719P BOT
&OWA&W VMrQ24-0,C
}1" (MIN) ROOF
SHEATHING
2x RAFTERS PER
PLAN
`(MATCH EXIST)
NUT AND
WASHER FOR
ADJUSTABiLITY
NO UPLIFT
18"SQX12'DP
CONC, PIERS TYP.
Simpson Strong
EPB44T /
FOUNDATION
AN,
EXISTING BLD'G. NEW ADDITION
#4. X 30" REBAR EMBEDDED AT EXISTING FTG.
ON 1 " DIA. HOLE WiTH EPDXY ET 22
SPECIAL INSPECTION REQUIRED
5
S-1
A.i?s�r6"oc.
ROOF DIAPHRAGM Ala
112" PLYWOOD SHT`G, P,I, 2
2" a,C, F,N,
NOTCHING AND BORING OF JOISTS SHALL NOT EXCEED CBC
1,
SECTION 2320,8,3 ALLOWANCES,
2, NOTCHING OF EXTERIOR AND BEARING/NON BEARING BOREDALLS
HOLES
SHALL NOT EXCEED 25% 140 RESHALLINOT EXCEED 40% / 60%
IN BEARING/NON BEARING WALLS
RESPECTIVELY, IN NO CASE SHALL THE EDGE#E OF THE BORED
HOLE BE NEARER THAN 5/8" TO THE EDGE O
3, ALL PLUMBING WALLS ARE TO BE FRAMED WITH A
MINIMUM OF 6" STUDS,
4, PROVIDE FIRE BLOCKING IN CONCEALED SPACES OF STUD WALLS
AND PARTITIONS, INCLUDG 10 FURRED SPACES AT INTERVALS BOTH VERTICAL
AND FLOOR LEVEL AND AT
AND HORIZONTAL, (708,2)
MAW UP2X4CRMPLEWALL
70FOLLOWSLOPEOFROOF
PLYWOOD SHT'G
�_h..v-
- S/8"DIA. X!2"LON(iA.B
lw� EMBEDS"INMCONC. FM
W12"SQ, X114"PLATE
2.44RF.BARHORIZ. TOP&BOT WASHER 7"
,QWREMR VBRT. Qa 24"0,C
1/2" PLYWOOD
E.N/
SIMP A35 0 16" O.C.
2-20 TOP PLATE
2X4 STUDS 0 16" O.C.
FIRE BLOCK AS REQ'D
SHEAR PANEL
PER SCHED.
,. R-13 INSULATION
20 SOLE PLATE W/
16d 0 6" O.C. R-19 INSULATION
2X6 SOLID BLK'G 1
4x4"T.
2X6P7DFSILL PLATE W1 . a
S1&"DIA.X12"LOWA,B. v
FMBBO8-h TOCoNC. fim,
W12 "SQ. X114"PLA7%r
WASHER M.
R-30 INSULATION
2X8 RAFTERS 0 16' O.C.
2X6 CLG JOISTS 0 16" O.C.
I -6'
& p
2-REBAR HORIZ. TOP BAR REVERT. 0 24"�D.C.T
3/4' T & G PLYWD FLOOR SHT'G.
P.I, 32/16 W/ 6" E,N. & 10' F.N.
2X6 FLOOR JOIST @ 16' O,C,
W/ R-19 INSULATION
2X6 SOLID BLK'G
_ 4X6 GIRDER W/ SIMP. PC-44 CAP
AND EPB44T BASE TYP.
?x6P7DFSff_L PLATE
2X BLKG
2X4 STUD
EXISTING FOUNDATION
6
S-1
2-20 TOP PLATE
BUILD UP 2X4 0 16"O.C.
CRIPPLE WALL
3/8" PLYWD SHEATHING
W/ 8d 0 6" O.C. E.N.
A.. 12" O.C. F.N.
\2XB RAFTERS
BLKG
,2X6 CEILING JOIST
20 LEDGER W/ 2-16d
0 12"O.C.
INTERIOR FINNISH
P Y4 32/16 W/ 6' tE.N FLO& D 01 F.N,G
2X6 FLOOR JOIST 09 16" O.C.
2X6 LEDGER W/ 3/8" DIA.
LAG SCREW as 12" O.C.
c*Anncocn
C,! "
2x10
LUS26 HANGERS
2X8 RAFTERS 0 16" O.C.
5iMP A35 0 24" O.C.'
2X6 CLG JOISTS 0 16" O.C. 2-20 TOP PLATE/
2X4 STUDS 0 16" O.C.
FIRE BLOCK AS REQ'D
R-13 INSULATION `a
2X6 FLOOR JOIST @ 16' 11.C,
W/ R-19 INSULATION
3I4" T & G PLYWD FLOOR SHT'G, 2X4 SOLE PLATE W/16d 0 6" O.C. \
PA, 32/16 W/ 6" E.N. & 10' F.N, \\
. 2X6 SOLID BLK�
EX6 SOLID BLK'G
4X6 GIRDER W/ SIMP, PC-44 CAP
AND EPB44T BASE TYP.
MS NEW WALL T�
EXISTING WALL
� TOP & BOTTOM
xI
SIMP. A39[916"0,0
E.N.
BUILD WALL TO FOLLOW
SLOPE OF ROOF
E.N.
SHEAR PANEL
PER SCHED.
2X6P7DFSILL PLATE W1
S1S"DIA. X 12"LONO, .B.
EMBEDS"IATOCONC FT6..
W12 -SQ. X 114"PLATE
WASHER TIT
SIMP, A3S016"O.C.
44REBAR TOP& 807TOM
E.N. i
0)
as �
cd
06
CD N
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cc
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CF--1 R FORM
MANDATORY
A +R
MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-1R
Note: Lowrise residential buildin s subject to the Standards must contain these measures regardless of the compliance approach used.
items Marked with an asterisk ?,*) may be superseded by more stringent compliance requirements listed on the Certificate of
Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties
as minimum component performance specificotions for the mandatory measures whether they are shown elsewhere in the documents
or on this checklist only.
inufnirtians.- Check or initial applicable boxes when completed or enter N/A if not Applicable.
CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 1 CF-1R
ED RTEZ-RESIDENCEDate. , 04I06/05-043127
Project Titre,,,.." „, 909PROPESGRANTT STREET *Xw**X*---------------------
Project Address,,,,,,,. �v6,01x I __-------
Documentation I
SANTA ANA - Author, .. Christopher S. Leighton **iiEi�*** I u- � i - rm- ie i
Terry Engineering -- --
Red Hill Ave. I plan-Chec !-Date I
i3691
Tustin, CA 92780 I --- - --- - ---
I
(714) 838-1124 I Field Check!Date i
Climate Zone....,,,.,,. 08 _____________________
Compllance Method...... MICROPAS6 yv6,01- for -2001- Standards -by-Enercomp,^Inc.
I�__� MICROPAS6 v6,01- File-SO502410 _ Wth-CTZ08S92 Program -FORM CF-1R I
I__-- User#—MP0206 _ User `Terry Engineering - Run —PROPOSED CORTEZ RESIDENCE __-_--
GENERAL INFORMATION
Conditioned Floor Area,.,.. 1459 sf
Building Type ..............
Construction Type .........
Single Famity Detached
Existing Plus Addition
Building Front Orientation, Front Facing 180 deg (S)
Number of Dwetting
Units ,., 1
Number of Stories.,,....... 1
Floor Construction Type,... Raised Ftoor
Glazing Percentage...,.....
12 % of floor area
Average Glazing U-factor.,,
0.99 Btu/hr-sf-F
Average Glazing SHGC.,,,...
0.74
Average Ceiling Height.....
8 ft
BUILDING
SHELL INSULATION
Component
Type
Frame Cavity --Sheathing
Type R- w vatue
Total Assembly
R-valuer R-value U-factor-Location-Co------------
ents
--_
-- _Roof
_ --
n/a R-19
R-n/a R-19 0,051
Existing
icAttic
New it
Watt
n/a R-0
R-n/a R-0 0,386
Existing Ext W
Watt
n/a R-13
R-n/a R-13 0,088
New Ext Watt
Wall
n/a R-0
R-n/a. R-0 0,322
Existing Gypbo
Door
n/a R-0
R-nIa R-0 0,330
Exterior Door
Floor
n/a R-13
R-n/a R-13 0,046
New Ftoor Over
Floor
n/a R-0
R-n/a R-0 0.097
Existing Ftoor
FENESTRATION
____ _____-
Over -
Area
U- Interior
Exterior
hang/
Orientation
(sf)!
Shading
Factor SHGC ---__--�
Shading
-��_--
Fins
Window
'----__^-
Front (S) 15.8
-0. 990 0.740 Standard
Standard
None
None
Window
Window
Front (S) 15.8
Right (E) 16,0
0.990 0,740 Standard
0,990 0.740 Standard
Standard
Standard
None
Window
Right (E) 16,0
0,990 0.740 Standard
Standard
None
None
Window
Back C N) 16.0
3.0
0,990 0,740 Standard
0,990 0,740 Standard
Standard
Standard
None
Window
Back (N)
CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 2 _ CF-1R
Project Title ....., .... PROPOSED CORTEZRESIDENCEDate, , 04/06/05w091 431 27
I-�:MICROPAS6 v6.01- Fite S0502410 - Wth-CTZ08S92 _ Program -FORM CF-iR 1
I User#—MP0206 _ User —Terry Engineering - Run -PROPOSED CORTEZ RES I DENCE
-----------------i___--
FENESTRATION
------------
Over-
Area U- Interior
Exterior
hang/
Orientation
(sf)T Shading
p�r-_---
Shading
--_____
Fins -,
^^--
W i ndow Back
-Factor-SHGC-
-�
(N) 16.0 0,990 0,740 Standard
Standard
None
Window Left
(W) 16,0 0,990 0.740 Standard
Standard
None
W i ndow Back
(N) 7,5 0,990 0,740 Standard
Standard
None
Door Left
(W) 53.4 0,990 0,740 Standard
Standard
None
HVAC SYSTEMS
------------
Refrigerant
Tested ACCA
Equipment
Minimum Charge and Duct Duct
Duct Manual
Thermostat
Type--___
Airflow �-Location- R-value
Leakage r-D_-_
--Type
---
_EfficiencyP
___
Furnace
0,780 AFUE n/a Attic R-4,2
R-4.2
No No
No No
SetBack
SetBack
ACSpIlt
10.00 SEER No Attic
WATER HEATING SYSTEMS
-Y_______________Number
Tank
External
in
Energy Size
Insutation
Tank Type
Heater Type Distribution Type System
- --
(gat)
R-value
_--
-_-
Water Heater
-
to meet minimum CEC Standards
w
REMARKS
----------------------------- _--------- _----------- ___.»
c14.8 General Requirements
05.8.1 Notes to be placed on the plans:
c16.8.1.1 Maintenance information. The builder shall provide to the building owner at occupancy maintenance information for all features, materials, components, and manufactured
devices that require routine maintenance for efficient operation. Required routine maintenance actions shall be clearly stated and incorporated on a readily accessible label.
The label may be limited to identifying, by title and/or publication number, the operation and maintenance manual for that particular model and type of feature, material,
component, or manufactured device.
c17.8.1.2 After installing wail, ceiling, or floor insulation, the installer shall make available to the enforcement agency or post in a conspicuous location in the building a certificate
signed by the installer stating that the installation is consistent with the plans and specifications described in Section 10-103(a)2.A and for which the building permit was
issued and conforms with the requirements of Part 6. The certificate shall also state the manufocturer°s name and material identification.
CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 3 CF-1R
------_-_--------�---PROPOSED-CORTEZ-RESIDENCEM�---wDatet,04106/05-09R43�27
Project Tit te, t , , , , , t „
IMICROPAS6 v6.01Y Fite-SO502410 - Wth-CTZ08S98 Program=FORM CF-iR
I User#-MP0206 User --Terry Engineering Run -PROPOSED CORTEZ RESIDENCE #
-__-__--___-____--_____________________________________________________ ___
COMPLIANCE STATEMENT
This certificate of comptiance lists the building features and performance
specifications needed to compty with Titte-24, Parts 1 and 6 of the
California Code of Regulations, and the administrative regulations to
implement then, This certificate has been
signed
ifbcatthe
ofIndividual,
with
overatt design responsibility, When this
certsubmitted for a single building plan to be built in multiple orientations,
any shading feature that is varied is indicated in the Special Features
Modeting Assumptions section,
DESIGNER or OWNER DOCUMENTATION AUTHOR
Name. G09CVXC ------- Name.... Christopher S, Leighton
Owner... MR CARLOS CORTEZ Company. Terry Engineering
Address, 909 E GRANT STREET Address, 13691 Red
dAHit(
Ave.
SANTA ANA CA 92701
, Tustin, 92780
Phone... (714) 547-9665 Phone... (714) 838-1124
License, -------------------------
Signed, ,R�a► 2 _'7 o S I fined,
date)
ENFORCEMENT AGENCY
Name, , , , _ Terry 1En irreri��.______
T i t l e, , , _-'1*,�I wq MW
Agency, , __-_-tiire;o�''�i"`_—_—__
Phone.., "________________________
S I geed,
-C date>
UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL
OBTAIN CF-6R FORMS FROM THE CALIFORNIA ENERGY
COMMISSION AT, www. energy, co., gov/titte24
(CLICK TO FIND RESIDENTIAL COMPLIANCE FORMS)
THESE FORMS SHALL BE COMPLETED, SIGNED AND POSTED
ON THE JOB SITE FOR THE PERUSAL OF THE INSPECTOR
PRIOR TO FINAL INSPECTION,
r
LJ
W
No. 17014
e Exp. bo, -
*
e. d
d
r
2
JT
0
T-24