HomeMy WebLinkAbout10150355.pdfSITE PLAN
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PROPERTY(D
2 LINE OF ROOF OVERHANGI
3 LINE OF BUILDING FOOTPRINT
4 EXISTING CONCRETE DRIVE
5 EXISTING CONCRETE WALK
6 EXISTING CONCRETE CURB AND GUTTER
7 ROOF VALLEY - PROVIDE MIN. 28 GA. GALV. METAL FLASHING
TYPICAL ALL VALLEYS
8 GALV. METAL LOUVERED ATTIC VENT W/ SCREEN MESH BACKING
PROVIDE A TOTAL NET :FREE VENTILATING AREA EQUAL TO 1/150TH
OF THE ATTIC AREA SERVED. REFER TO EXTERIOR ELEVATIONS FOR
ADDITIONAL VENTILATION. ( 1763 SF / 150 = 11.75 SF )
PROVIDE 10 VENTS @ 1.2 SQ. FT. NET FREE VENTILATING EACH.
7 ROOF VENTS + 3 GABLE VENTS — REFER TO EXTERIOR
ELEVATIONS
0
E. SANTA CLARA AVE.
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OWNER
NOSE MELENDEZ
526 E. SANTA CLARA AVE.
SANTA ANA, CA 92706
i
DESIGN STUDIO MUTH
3104 E. RUTH PL.
ORANGE, CA 92869
P/F: 714.289.8131
2001 CBC — CALIFORNIA BUILDING CODE,
2001 CPC — CALIFORNIA PLUMBING CODE,
2001 CMC — CALIFORNIA MECHANICAL CODE,
2001 CEC — CALIFORNIA ELECTRICAL CODE,
2001 CALIFORNIA ENERGY EFFICIENCY STANDARDS FOR RESIDENTIAL,
AND OTHER LOCAL GOVERNING AGENCY REQUIREMENTS.
ASSESSOR'S PARCEL N0:
LEGAL DESCRIPTION:
THAT PORTION OF :LOT 9 OF THE DERICOT TRACT, AS SHOWN ON A MAP RECORDED
IN, BOOK 1, PAGE 95 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY,
CALIFORNIA.
SCOPE OF WORK:
THE OWNER INTENDS TO BUILD A NEW MASTER BEDROOM AND BATH, AND EXTEND AN
EXISTING FAMILY ROOM.
OCCUPANCY GROUP:
RESIDENCE R-3
GARAGE U-1
AREA SUMMARY:
EXISTING RESIDENCE 1,268 SF
ADDITION 495 SF
NEW RESIDENCE TOTAL
PERMT TYPE*
MECIA GRADING
CITY OF SANTA ANA � F1 OOO ONE CEIT1E REC3'13 YES NU
1IIkCi�OF�ls.,.�� YIDS N ;`
a E1"' t M YE`
yi DIANIT LYE
YES N
lts 1 t} t
12.r,r YES,/ NO
dZ^-'Planiriting
° TO T 'Ie luv saA prOVal ears
El Fire D@1 s el�
k��+�e.w ,„. sd�
t
C. Grading�� 1pr6`If�
L] County of Orange Health Department
f C VOSHA
SMELT INDEX
SHEET NO. NAME
1,763 SF
I COVER SHEET / SITE PLAN
2 FLOOR PLAN
3 EXTERIOR ELEVATIONS
4 GENERAL NOTES / REQUIREMENTS
5 FOUNDATION AND FRAMING PLANS
b BUILDING SECTIONS
7 DETAILS
T-24 TITLE 24 ENERGY REQUIREMENTS
Aiio 17
design studio
Muth
3104
E Ruth Place
Orange
CA
a
92869
714
289.8131
Site Plan
07.13.
PLAN CHECK SUBMITTA
08.10.0
_�
project no. 0514-in
N
design studio
Muth
ri
C3
[] DOOR SCHEDULE
SYM.
SIZE (WXH)
TYPE
THK.
MATERIAL
U-FACTOR
SHGC
REMARKS
1
6068
SINGLE LITE PATIO
1 3/4"
WOOD/GLASS
0.40 MIN.
0.35 MIN.
PAIR OF 3068, DUAL TEMP. GLASS
2
5068
SINGLE LITE PATIO
1 3/4"
WOOD/GLASS
0.40 MIN.
0.35 MIN.
PAIR OF 2668, DUAL TEMP. GLASS
3
2668
HC RAISED PANEL
1 3/8"
WOOD
-
4
2068
LOUVERED
1 3/8"
WOOD
MIN, 50 SQ. IN. VENT AREA T & B
0 WINDOW SCHEDULE
SYM.
SIZE (WxH)
TYPE
MATERIAL
GLAZING
U-FACTOR
SHGC
REMARKS
A
5050
SINGLE HUNG
VINYL
DUAL
0.40 MIN.
0.35 MIN.
WINDOW MUST MEET EGRESS REQUIREMENTS
B
2030
SINGLE HUNG
VINYL
DUAL
0.40 MIN.
0.35 MIN.
C
1414
GLASS BLOCK
ALUMINUM
GLASS
0.40 MIN.
0.35 MIN.1
8"X8"x4" 'PPG DECORA'
D
5650
XCIX CASEMENT
WOOD
DUAL
0.40 MIN.
0.35 MIN,
BAY WINDOW - TEMPERED GLASS
FANK HAS AN
'ULATION
kNKET, LEAVE
:'LACE
APPROVED STEEL STRAPS
SNUGGLY WRAPPED AROUND
TANK AND SNUG SPACER
PROVIDED BETWEEN THE
WATER HEATER AND WALL
THIS SYSTEM MAY BE USED TO ANCHOR A HOT WATER
HEATER THAT IS ADJACENT TO A WALL. TANK FEET NEED
TO BE BOLTED TO THE FLOOR AND THE HEATER HOOKED
UP WITH A FLEXIBLE GAS CONNECTION.
2X4 ATTACHED
WITH 16D NAILS
4X4 POST --
APPROVED STEEL
STRAPS ATTACHED
WITH 16D NAILS
TO 4X4 POST —
STEEL ANGLE
BRACKETS
42AX FRAMING MEMBER
ALTERNATE METHOD
OF BRACING FOR
FREE STANDING WATER HEATER
2X4 STUD
2X4
EXTRA SPACER OF
WOOD NAILED TO
2X4 TO CREATE
SNUG FIT BETWEEN
TANK AND WALL
SNUG SPACER REQUIRED
BETWEEN THE WATER
HEATER AND THE WALL
2X4 STUD
1/4' X 4 1/4" LAG
SCREW WITH WAS
{F
UR CONCRETE V
SUBSTITUTE 1/4"
EXPANSION BOLT!
FOR SCREWS)
SECTION A -A
ALTERNATE SECTION A -A
Planning & Building Agency
Building Safety Division
20 Civic Center Plaza
RESIDENTIAL WATER
P.O. Box 1988 (M-19)
HEATER INSTALLATION
Santa Ana, CA 92702
(714) 647-5800
www.santa-ana.org
D-1: 11.01-02
A. APPLICABLE BUILDING STANDARDS:
I'MiNimumrROM
COMBUSTIBLES
1. 2001 California Plumbing Code (CPC)
2.2001 California Energy Code (Title24, Part 6)
3, 2001 California Building Code (CBC)
4. Santa Ana Municipal Code
APPROVED
RIGID METALI
i
BRACKET KET
UP
WINDOW OR OTHER OPENING
INTO THE SLOG,
BUILDING
WAU_-�
--MINIMUM
U1, LISTED
VENT CAP
1—tt,
MINIMUM
12'
ABOVEROOF
I
STORM COLLAR
THE PERMIT APPLICANT SHOULD CHECK
WITH THE PLANNING DIVISION FOR SHED
IT
SHEET METAL FLASHING
CONSTRUCTION MATERIAL REQUIREMENTS
AND SUBMIT A SITE PLAN SHOWING EXACT
MINIMUM 6-0'
1" MINIMUM CLEARANCE BETWEEN VENT
LOCATION OF THE SHED ON THE
AND ANY COMBUSTIBLE MATERIAL
PROPERTY.THE PLANNING DIVISION'S
UP
APPROVAL IS REQUIRED PRIOR TO THE
ISSUANCE OF BUILDING AND PLUMBING
PERMITS
APPROVED
FULL OPENING
SHUT -OFF VALVE
MINIMUM 3" DIA,
U.L. LISTED B-VENT (DBL-WALL)
COLD
VENT CONNECTOR PIPE APPROVED
It
INSIDE THE ENCLOSURE ONLY
H OT
UPPER COMBUSTION -AIR MIN. 50 SO. IN,
1
FLEXIBLE WATER
7--
CONNECTION
UNIONS (TYP)
AN APPROVED PRESSURE AND TEMPE-
RATURE RELIEF VALVE IS REQUIRED.
TERMINATE THE DISCHARGE PIPE NO
13/4"
MORE THAN 24" OR LESS THAN 6" ABOVE
THE GROUND, 110 NOT REDUCE PIPE
SIZE,, TPIR DRAINLINE SHALL BE METAL
FOR INTERIOR WATER HEATER INS-
INS}}-
TALLK,noN N-HOUSE R RA E A
DRAINLINE SHALL EXTEND970 EXTG
OF BUILDING. PROVIDE 1/4'PER FOOT
FALL ON DRAIN LINE
WATER HEATER SHALL BE ANCHORED
I I APPROVED
I I STEEL
OR STRAPPED TO RESIST HORIZONTAL
STRAPS
>
DISPLACEMENT DUE TO EARTHQUAKE
I I
A.G.A. LISTED
MOTION. REFER TO THE ILLUSTRATIONS
>
APPLIANCE VALVE WITH
ON PAGE 2. THE PERMIT APPLICANT
FLEX -CONNECTOR,
SHALL BE RESPONSIBLE FOR THE
I I i i13/4"
MAX, LENGTH
ACTUAL DESIGN OF EARTHQUAKE
36"
RESTRAINTS.
GAS PIPING MAY REQUIRE A
3*8
10# AIR TEST. CHECK WITH
FIELD INSPECTOR
If 411,
— LOWER COMBUSTION -AIR
Z MIN. 50 SQ. IN.
GAS
'4r',
E=
FLEXIBLE GAS
LEVEL
CONNECTION
CONCRETE SLAB
1 3"
DINING
EXISTING
EXISTING WOOD POSTS
TO REMAIN
COVERED PORCH
REMODEL
KITCHEN
EXISTING
I
C"
-1
A
6
3104
E Ruth Place
Orange
6v CA
92869
WOOD FRAMED COLUMN I NEW GABLE ROOF 714
W/ STUCCO FINISH TO REPLACE (E) HIP - 289.8131
ARCH ENTRY -
REFER TO ROOF FRAMING PLAN
SEE ELEVATION -- — — — — — — — - A-
BEDROOP /3
EXISTING
14�
21-811 6'-8"
SD
LIVING 0) 0
EXISTING SO i
(E) F.A.U. IN
ATTIC ABOVE 711
SCE
I-ATIB
UILT-IN SDCABINETRY (E) 30" X 30"
JPH. TIC
ATTTIC ACCESS
F-
EXISTING WALL
TO REMAIN
FAMILY ROOM
REMODEL / ADDITION
EXISTING WALL rlt:#
TO BE REMOVED CATV
21-0"
NEW WALL
nI
ETEMP. rry
l GLASS
/WP �"'G F I
I/ rp
1-All
-------------
NEW PATIO COVER
PER CITY STANDARDS
141-411
kr;-=-
CATV
U� 4W
*_2a
NDRyFIG
77�4" DIA. DRYER VENT
MAX LENGTH 14'
BATH 2 W/ MAX 2 ELBOWS
EXISTING
0-
- PROVIDE / VERIFY SMOKE 31-011
DETECTORS IN EACH SLEEPING
AREA AND HALLWAYS
PROVIDING ACCESS,
BEDROOM 2
EXISTING
71 STRAP TO STUDS
W/H F/G 00I
TOP AND BOTTOM ---
PH, IT
_A0
FCLOSET I SHELF AND POLE
ii
HIGH AND LOW
U')
OL2'-6" 2'-Y
0?
M. BATH —PLUMBING WALL
C1,11 NEW 2x6 STUDS @ 16" o/c
C�
M.BEDROOM 21-611 V --TILE/STONE COUNTER N
NEW W/ CABINET BELOW
O%GFI
0 TILE/STONE
PH. —
-
"CARPET SHO MIN. 80" HIGH
T
TEMP. GLASS
3 1 -01 1 ENCLOSURE
TILE / STONE .1
FLOOR
W/C
I
- P 11#7072;j -
Scale: 1/4" = 1'-0"
B
6
PA
CLAWFO C>
TUB
TILE / STONE
__I TEMP. WINDOW LEDGE
GLASS I
Floor Plan
07,13.05
PROJECT PLAN CHECK SUBMITTAL
NORTH 08.10.05""
PLAN CHECK REVISIONS
project no. 0514
A
Alum
2
VATTTVA M M
ROOF VEN
EXISTING
EXISTING
NEW GABI
WOOD Sit
MATCH G,
EXISTING
EXISTING
NEW GABLE ROOF
TO REPLACE EXISTING HIP
LOUVERED ATTIC VENT
ASPHALT COMPOSTION SHINGLE ROOF - MIN CLASS 'C'
OWENS CORNING' ICBO ER-5443, OR APPROVED EQUAL
MATCH 12
EXISTING 4
1y EXISTING STUCCO
L0 SINGLE HUNG WINDOWS
EXISTING
WOOD SHUTTERS
WOOD SILL -
ZMA I :ffremfw-CTyl f;
VA144 QIALV. L-VVVCr%CU U1NLJCMrLVVrK VCNI
W/ SCREEN MESH BACKING - SEE FOUNDATION PLAN
WOOD SIDING -
MATCH EXISTING GABLES
2x FASCIA -
MATCH EXISTING GABLES
NEW WOOD FRAMED ARCHED ENTRY -
STUCCO FINISH TO MATCH EXISTING -
NEW SHED ROOF
171V4%.76-F- 11UP413 VV11'1UVVV0 -
South Elevation
/- EXISTING GABLE ROOF
North Elevation
MA
EN
LE ROOF - MIN CLASS 'C'
EXISTING GARAGE BEYOND
NEW GABLE ROOF
design Studio
Muth
3104
E Ruth Place
Orange
CA
92869
714
289.8131
•
Exterior
Elevations
07,13.05
PLAN CHECK SUBMITTAL
08.10.05
PLAN CHECK REVISIONS
project no, 0514
3
MECHANICAL
A. HEATING SYSTEM SHALL BE PROVIDED CAPAPLE OF MAINTAINING A
ROOM TEMPERATURE OF '70 deg F AT A POINT 5 FEET ABOVE THE
FLOOR IN ALL HABITABLE ROOMS.
B. THE FOLLOWING ARE REQUIRED FOR ANY ATTIC FURNACE OR
COMFORT COOLING EQUIPMENT:
1• SCUTTLE 50"x5O" NOT OVER 20' FROM EQUIPMENT.
2. UN055TRUCTEP PASSAGEWAY 24" WIDE OF SOLID CONTINUOUS
FLOORING FROM SCUTTLE TO EQUIPMENT AND ITS CONTROLS.
5. LEVEL SERVICE SPACE OF 50" MIN. DEPTH x 50" WIDE IN
FRONT OF EQUIPMENT.
4. LIGHT OVER EQUIPMENT WITH 5WITCH AT SCUTTLE.
5. COMBUSTION AIR OPENING OR DUCT OF I sq, In PER 2000 BTU
15 REQUIRED.
6. VENT THROUGH ROOF A MINIMUM OF V-0" ABOVE THE
HIGHEST VENT COLLAR WHICH IT SERVES.
"t. F.A.U. IN THE ATTIC, AND CLEAR HEIGHT OF ATTIC IS LESS
THAN FIVE FEET IN HEIGHT, THE F.A.U. MUST BE LISTED AND TO
BE USED IN THE ATTIC.
8• PROVIDE MINIMUM DOUBLE JOISTS SUPPORTING UNIT.
41. FIRE PROTECTION DEVICES AND CLEARANCES OF EQUIPMENT
TO COMBUSTIBLE MATERIALS PER MANUFAGTURER"5
APPROVAL LISTING.
10. SEISMIC SWAY BRACES OR ANCHOR UNIT AND PLATFORM.
11. FOR A 'FLAT' F.A.U. IN ATTIC, PROVIDE A MINIMUM SHEET
METAL OR CEMENT BOARD ON TOP OF FRAMING MEMBER
SUPPORTING THE F.A.U. FOR FIRE PROTECTION.
12. PROVIDE F.A.U. PRODUCTS AND MANUFACTURERS CATALOG
AND SPECIFICATION DATA SHEET FOR MANUFACTURER
RECOMMENDATION (REQUIREMENT) FIRE PROTECTION
MATERIAL AND CLEARANCES FOR F.A.U. LOCATION AND
INSTALLATION.
O. PROVIDE MIN. 50 sty, In VENTILATION AT TOP AND BOTTOM OF
WATER HEATER. PROVIDE T4P VALVE WITH DISCHARGE LINE TO
EXTERIOR. STRAP WATER HEATER TO WALL STUDS / 50LID
BLOCKING (1) AT J FROM TOP AND (1) AT J FROM BOTTOM.
D. PROVIDE MIN, 4" DIA DRYER VENT TO OUTSIDE AIR - LENGTH SHALL
NOT EXCEED 14'-0"
E. BATHROOMS, LAUNVRY AND SIMILAR ROOMS CONTAINING BATHTUB,
SHOWER, OR COMBINATION THEREOF, IN LIEU OF NATURAL
VENTILATION, PROVIDE MECHANICAL VENTIALTION SYSTEM
CONNECTED DIRECTLY TO THE OUTSIDE CAPABLE OF PROVIDING
FIVE AIR CHANGES PER HOUR.
l
A. TH15 NAILING SCHEDULE IS TYPICAL UNLE55 NOTED OTHERWISE OR
DETAILED.
B. TYPICAL NAILS SHALL BE COMMON WIRE NAILS.
G. SPECIFICALLY DETAILED CONNECTIONS SHALL BE COMMON WIRE
NAILS - TYPICAL, UNLESS NOTED OTHERWISE.
1. 8" JOISTS OR RAFTERS TO SIDE OF STUD
EACH ADDITIONAL 4" OF DEPTH
2. JOISTS OR RAFTERS - AT ALL BEARING
TOE NAIL EACH SIDE
5. STUDS TO BEARING -
TOE NAIL EACH SIDE
4. BLOCKING BETWEEN JOIST OR RAFTERS -
TOE NAIL EACH SIDE, EACH END
5. BLOCKING BETWEEN STUDS -
TOE NAIL EACH END
END NAIL
6. PROGRESSIVE BLOCKING - RAFTER TO BLOCK,
AND BLOCK TO CONTINUOUS NAILER.
I. MULTIPLE STUDS -
(5TACG6ER FOR STUDS WIDER THAN 4")
8. RIBBON TO STUD5 -
Ix RIBBON
2x RIBBON
01. DOUBLE TOP PLATES -
LOWER PLATE OF TOP STUD
UPPER TO LOWER PLATE
10. CEILING STRIPS -
Ix4 PER BEARING (STRONGHOLD TYPE)
2x5 PER BEARING (STRONGHOLD TYPE)
11. BUILT-UP BEAMS -
STA6GERED TOP AND BOTTOM
EACH END
5 - 16d
I-Ibd
2 - ad
2 - ad
2-!Od
2-!Od
2-Ibd
2-16d
16d @ 24" o/e
2-8d
2-Ibd
2-Ibd
16d@6" 01r,
2 - ad
1-Ibd
20d ® 52" o/c.
2 - 20d
GENERAL REQUIREMENTS
A. WALL COVERIN6 SHALL HAVE WATER-RESISTANT GYPSUM
BACKING BOARD OR CEMENT PLASTER w/ TILE OR APPROVED
EQUAL MIN. '70" ABOVE DRAINS AT SHOWERS OR TUBS WITH
SHOWERS. MATERIALS OTHER THAN STRUCTURAL ELEMENTS TO
BE MOISTURE RESISTANT. 6LA55 ENCL05URE DOORS AND
PANELS MUST BE VS" FULLY TEMPERED, 1/4" LAMINATE OR OF
AN APPROVED PLASTIC.
B• GREEN BOARD GYPSUM OR WATER-RESISTANT 6YP5UM BOARD
SHALL NOT BE USED AS BACKING FOR CEILING FINISH INSIDE
SAUNU5, STEAM ROOMS, OR 6AN6 SHOWER ROOMS, DUE TO
CONDENSATION OR VAPOR. USE �" TYPE 'X' 6YP5UM BOARD,
DUROGK OR WONDER BOARD TREATED WITH GOOD LATEX PAINT.
WATER RC-515TANT GYPSUM BOARD �" THICK MAY BE U5ED INSIDE
BATHROOM GEILIN(S.
C. USE 5/5" TYPE 'X' GYPSUM BOARD IN51DE BATHROOM CEILINGS.
V• EMERGENCY ESCAPE WINDOW(5) SHALL BE PROVIDED IN EACH
SLEEPING ROOM, THE ESCAPE OPENING, SHALL HAVE A MINIMUM
OLEAR OPENING OF 5.7 scL ft, WITH 24" CLEAR HEIGHT AND 20"
CLEAR WIDTH. ESCAPE WINDOW SHALL HAVE A FINISHED SILL
HE16HT NOT MORE THAN 44" ABOVE THE FLOOR. BARS, GRILLES OR
51MILAR DEVICES SHALL NOT BLOCK THE EMER6ENOY ESCAPE,
E. PROVIDE IIOV HARD -WIRE SMOKE DETECTORS rv/ BATTERY
BACK-UP ON CEILINGS IN ALL SLEEPING AREAS, HALLWAYS AND
STAIRS PROVIDING ACCESS TO SLEEPING AREAS IN ALL NEW
OONSTRUOTION. BATTERY OPERATED SMOKE DETEOTORS SHALL BE
PROVIDED IN EXISTIN6 CONSTRUCTION. SMOKE DETECTORS SHALL
SOUND AN AUDIBLE ALARM IN ALL SLEEPIN6 AREAS OF THE
VWELLIN6 UNIT IN WICH THEY ARE LOCATED.
PLUMBING
A. WATER OL05ET5 SHALL BE AN ULTRA LOW FLUSH TYPE WITH I.6
GALLONS PER FLUSH MAXIMUM.
B. A 12" x 12" MINIMUM AOCE5 PANEL TO BATHTUB TRAP SLIP JOINT
CONNECTION 15 REQUIRED.
G. PROVIDE ANTI -HAMMER DEVICES TO ABSORB HIGH PRESSURES
RESULTING FROM THE OUIGK CLOSING OF THE QUICK ACTING VALVES
FROM WASHER AND D15HWASHER, ETO.
D. WATER HEATER SHALL BE ON THE CALIFORNIA ENERGY COMM155ION
L15T OF APPROVED UNITS.
ELECTRICAL
A. L16HTING FIXTURES INSTALLED FOR GENERAL LIGHTING IN
KITOHEN5 AND BATHS SHALL HAVE AN EFFICIENCY NOT LE55
THAN 40 LUMENS PER WATT. IF THERE 15 ONLY ONE LIGHT
FIXTURE IN A KITCHEN OR BATH, IT WILL BE REGARDED AS
GENERAL LIGHTING. TITLE 24 STANDARDS REQUIRE A
FUORE50ENT LIGHT INSIDE BATHROOMS, WITH WATER CLOSET
AND LAVATORY.
B. PROVIDE A DEDICATED 20 AMP CIRCUIT TO SERVE REQUIRED
BATHROOM RECEPTACLE OUTLETS
0. PROVIDE TWO (2) OR MORE DEDICATED SMALL APPLIANCE
CIRCUITS IN KITCHEN
D. PROVIDE GROUND FAULT OIRGUIT INTERRUPTER PROTECTION (GFGI)
FOR ALL 125 VOLT SINGLE-PHASE 15 AND 20 AMP RECEPTACLES
INSTALLED IN BATHROOMS, KITCHENS AT COUNTERTOPS, 6ARA6E5
(EXCEPT DEDICATED OUTLETS) AND OUTDOORS WITHIN 6-6" OF
GRADE.
E. PROVIDE ARC FAULT RECEPTACLES IN ALL BEDROOMS.
ROUGH CARPENTRY
A. ALL SOLID FRAMING LUMBER SHALL BE MARKED AND CONFORMING
TO THE STANDARD GRADING AND DRESSING RULES OF THE WEST
COAST LUMBER INSPECTION BUREAU. MAXIMUM MOISTURE CONTENT
TO BE lr-t%,
1. REPETITIVE USE MEMBERS (AT 24" o% OR LESS)
a. STUDS AND PLATES
DOUGLAS FIR - LARCH STUD 17,75 f
b. JOISTS AND RAFTERS 2x - 4x4
DOU6LA5 FIR - LARCH #2 1005 f
2. 51 NGLE USE MEMBERS
a, BEAMS
4x VOUG FIR - LARCH #2 6115 f
bx AND UP DOU6 FIR - LARCH #1 1550 f
b. P05T AND MULLIONS
4x4 AND UNDER DOU6 FIR - LARCH #2 515 f
4x6 AND WIDER DOUG FIR - LARCH #2 5-75 f
6x6 AND UP DOU6 FIR - LARCH #1 1200 f
5. MISCELLANEOUS
d. BLOCKING, FURRING
DOUG FIR - LARCH #5 500 f
b, DECKING AND SHEATHING
2x, 5x, 4x COWL VEX. 1450 f
B. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH
GRADING AND DRESSING RULES #16 OF THE WEST COAST
LUMBERMAN'S AS5001 ATI ON.
C. ALL WOOD BEARING ON CONCRETE OR MASONRY WITHIN 4'-0" OF
FIN15H GRADE SHALL BE PRESSURE TREATED DOUGLAS FIR OR SILL
GRADE REDW00D. SHEAR WALL5 SHALL USE PRESSURE TREATED
DOUGLA5 FIR. ALL NAILS SHALL BE HOT -DIPPED GALVANIZED AND
ALL METAL CONNECTORS SHALL BE GALVANIZED TO 6155 0.85
oz/sq, ft) MINIMUM.
D. ALL PLYWOOD SHALL CONFORM WITH U.S. PRODUCT STANDARD 1-415
IDENTIFIED WITH THE APPROPRIATE TRADEMARK OR THE APA, THE
ENGINEEREV WOOD ASSOCIATION. PANELS WHICH MAY HAVE EDGE
OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER OR TO
M015TURE SHALL BE CLASSIFIED AS EXTERIOR. THE SPACING IN
INCHES OF ROOF AND FLOOR SUPPORTS OVER WHICH PANELS ARE
APPLIED SHALL NOT EXCEED THE SPAN RATING STAMPED ON THE
PANELS. PANEL THICKNESS SHALL BE AS INDICATED ON THE
DRAWINGS.
I. PLYWOOD ROOF 5HEATHIN6 SHALL BE APA RATED
SHEATHING EXPOSURE 1, G-D GRAVE.
2. PLYWOOD FLOOR SHEATHING SHALL BE APA RATED
SHEATHING EXPOSURE 1, C-D GRADE WITH BLOCKED PANEL
ED6E5, OR APA RATED 5TURD1-I-FLOR EXPOSURE 1, TONGUE
AND GROOVE.
5. PLYWOOD WALL SHEATHING SHALL BE APA RATED 5HEATHIN6
EXPOSURE I, C-D GRADE, OR APA RATED SHEATHING
STRUCTURAL 11, EXPOSURE 1.
4. LAY ALL FACE GRAIN PERPENDICULAR TO SUPPORT FRAMING
WITH STAGGERED JOINTS, U.N.O. FACE GRAIN MAY BE
PARALLEL TO FRAMING ON WALL5, U.N.O.
5. FLOOR AND ROOF NAILING SHALL BE INSPECTED PRIOR TO
COVERING.
E. STRUCTURAL MEMBERS SHALL NOT BE OUT FOR PIPES, ETC. UNLESS
5PEGIFICALL1' NOTED OR DETAILED.
F. BOLTS IN TIMBER TO HAVE STANDARD WASHERS UNDER HEAD / NUT
U.N.O. HOLES TO BE NO LARGER THAN 1/5" DIA. GREATER THAN
NOMINAL BOLT DIA.
6. ALL BOLTS SHALL BE RETI6HTENED PRIOR TO APPLICATION OF
PLASTER, PLYWOOD, ETC.
H. ALL RIDGE, HIP AND VALLEY RAFTERS SHALL BE ONE 2x SIZE
LARGER THAN THE ROOF RAFTERS, TYPICAL U.N.O.
1. NAIL TOGETHER ROOF RAFTER / CEILIN6 JOISTS W1TH (5)-16d NAILS
TYPICAL U.N.O.
J. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALL5 PARALLEL TO
JOISTS.
K. PROVIDE 2x 50LID BLOCKING UNDER ALL WALL5 PERPENDICULAR.
TO JOISTS.
L. NAIL TOGETHER DOUBLE JOISTS W1TH Ibd NAILS AT 12" o/c,
STAG6ERED TOP AND BOTTOM.
M. PROVIDE (2)-2X TRIMMERS AT EACH END OF ALL HEADERS 4x8
AND LARGER U.N.O. PROVIDE KING STUD ADJACENT TO ALL
TRIMMERS AND NAIL WITH 16d NAILS AT 24" o/e.
N. PROVIDE SOLID POSTS UNDER ALL BEAMS, 4x4 AT 4x BEAMS, 4x6
AT 6x BEAMS, BUILT-UP 2x'5 MAY NOT BE USED.
0. ALL POSTS SHALL HAVE CONNECTORS AT TOP AND BOTTOM WHICH
SHALL BE 5IMP50N "PG", "FIB", OR '"BC HALF BASE" - UNLE55 NOTED
OTHERWISE.
P. STAGGER PLATE SPLICES 4'-0" MINIMUM. USE (!O)-I6d NAILS AT
EACH END WHERE PLATES ARE SPLICED OR BROKEN ALONG SHEAR
WALL5.
Q. OR055 BRIDGING SHALL BE PROVIDED AT 8'-0" o% MAXIMUM FOR
ALL J015T5 AND RAFTERS MORE THAN 8" IN DEPTH. USE 2x5'S OR
AN APPROVED METAL TYPE BRIDGING.
R. PROVIDE Ix6 DIAGONAL LET -IN BRACING EVERY 25'-O" MAXIMUM IN
STUD WALL5 NOT SHEATHED, NAIL WITH (2)-8d NAILS EACH STUD
AND (5)-8d NAILS TO EACH PLATE.
5. NO OUTTIN6, NOTCHING, OR HOLES SHALL BE ALLOWED IN FLOOR
JOISTS, ROOF RAFTERS, BEAMS, OR CEILING J015TS UNLESS
SPECIFICALLY NOTED.
T. PROVIDE SOLID BLOOKING (5) BAYS FROM A CORNER, AND (2)
BAYS FROM A DOOR OR WINDOW AT MID -HEIGHT OF STUDS, 4'-0"
MAXIMUM SPACING.
U. PROVIDE DOUBLE TOP PLATE WITH MINIMUM 48" LAP SPLICES.
PROVIDE (6)-16d LAP SPLICE NAILING MINIMUM EACH SIDE.
V. WHERE TOP OR 50LE PLATES ARE OUT FOR PIPES, A METAL TIE
MINIMUM I6 6A. (0.05Q8" THICK) AND 1 1/2" WIVE SHALL BE FASTENED
ACROSS THE OPENING WITH (6)-l6d NAILS MINIMUM EACH SIDE.
A.
THE MINIMUM SOIL BEARING COMPRESSIVE STRENGTH - 1000 P5F ASSUMEDA.
THE CONTRACTOR SHALL INCLUDE ALL LABOR, MATERIALS,
EQUIPMENT, AND TRANSPORTATION NECESSARY FOR COMPLETE AND
B.
THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO
PROPER EXECUTION OF THE PROJECT.
PROTECT ADJACENT PROPERTIES.
B.
ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS
C.
BACK FILL SHALL NOT BE PLACED UNTIL 5UPPORTING FOUNDATIONS,
AND PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY
WALLS, AND SLAB HAVE ATTAINED SUFFICIENT STRENGTH TO
INFERRED, OR REQUIRED BY ANY AGENCY HAVING JURISDICTION TO
SUPPORT THE APPLIED LATERAL 501L PRESSURES.
COMPLETE THEIR SCOPE OF WORK FOR A COMPLETE AND FINISHED
JOB.
D.
NO PIPES OR CONDUITS SHALL EXTEND UNDER CONTINUOUS WALL
FOOTINGS, GRADE BEAMS, ETC. - UNLESS SPECIFICALLY DETAILED.
C.
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE
CONDITIONS WITH THE PLANS AN SHALL NOTIFY THE DESIGNER OF
E.
ALL PLANTERS ADJACENT TO THE EXTERIOR WALL SHALL BE LINED
ANY DISCREPANCY. UNLESS A WRITTEN NOTICE HAS BEEN
WITH A WATERPROOF MEMBRANE AND ALL EXCESS WATER SHALL
FURNISHED TO THE DESIGNER STATING OTHERWISE, THE
BE DRAINED AWAY FROM THE WALL5,
CONTRACTOR SHALL BE DEEMED TO HAVE FOUND SUCH PLANS AND
SPECIFICATIONS IN PROPER FORM FOR EXECUTION OF THE
PROJECT.
REINFORCING
D .
CONVENTIONALILS SHALL APPLY ViHERE No SPECIAL DETAIL OR
SECTION IS 5HOWN.� THE DESIGNER SHALL FURNISH ANY
CLARIFICATION DETAIL AT THE REQUEST OF THE JOB
A.
STEEL BARS SHALL CONFORM TO ASTM A615 AND BE GRADE 60,
SUPERINTENDENT.
EXCEPT AS NOTED ON PLANS. N0. 5 AND NO. 4 BARS USED AS TIES
E.
THE STRUCTURE 15 DE516NED FOR FINAL FINISHED CONDITION AND
MAY BE GRADE 40.
THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR ALL OTHER
B.
TIE WIRE SHALL BE 16 GAUGE, BLACK ANNEALED CONFORMING TO
CONDITIONS AND 5TAGE5 OF CONSTRUCTION. THE DE516N,
ASTM A82.
ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, SAFETY
MEASURES, TEMPORARY SUPPORTS, ETC. 15 THE 50LE
O,
WIRE FABRIC SHALL CONFORM TO ASTM A185 FOR SMOOTH WIRE
RESPONSIBILITY OF THE CONTRACTOR AND HAS NOT BEEN
FABRIC AND A5TM A4� 1 FOR DEFORMED WIRE FABRIC.
CONSIDERED BY THE DESIGNER / ENGINEER. THE CONTRACTOR 15
RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE
D.
MINIMUM SPLICE LENGTHS SHALL BE 40 BAR DIAMETERS, 2'-O"
APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAMS,
MINIMUM UNLESS DETAILED OTHERWISE.
AND FINISH MATERIALS. THE DESIGNER AND ENGINEER DISCLAIM
ANY LIABILITY OR EXPENSE ARISING FROM ACCIDENTS AND
E.
ALL REINFORCEMENT SHALL BE SUPPORTED BY STEEL CHAIRS OR
FAILURES DURING GON5TRUGTION. OBSERVATION VISITS TO THE
CONCRETE BLOCKS. NO BRICK OR POROUS MATERIAL SHALL BE
SITE SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.
USED TO SUPPORT REINFORCING BARS.
F.
VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN
F.
LOCATION OF 5PLIGES NOT SPECIFICALLY DETAILED SHALL BE
CONSIDERED BY THE STRUCTURAL ENGINEER.
SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER OF RECORD.
6.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE
ALL EXI5TING UTILITIES WHETHER 5HOWN HEREON OR NOT, AND TO
PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR
ALL EXPENSES OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH
THE EXECUTION OF THIS PROJECT.
CONCRETE
H.
NO CHANGES ARE TO BE MADE ON THESE PLANS WITHOUT THE
CONSENT OF THE DE516NER / ENGINEER WH05E 516NATURE
APPEARS HEREON.
A.
CEMENT SHALL BE TYPE 11 CONFORMING TO ASTM 0-150 UNLESS
OTHERWISE REQUIRED BY THE 501L ENGINEER OR CITY DUE TO 501L
1.
ALL WORK SHALL COMPLY WITH APPLICABLE CALIFORNIA STATE
CONDITIONS.
STATUTES AND REGULATIONS OF ANY OTHER AGENCIES HAVING
JURISDICTION. THE CONTRACTOR SHALL ASSUME FULL
B.
WATER SHALL BE GLEAN, FRESH, AND SUITABLE FOR CONCRETE USE
RESPONSIBILITY FOR COMPLYING WITH SUCH REGULATION5.
MEETING REQUIREMENTS OF A5TM 0414.
J.
THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COMPLY
G.
AGGREGATES SHALL CONFORM TO A5TM 055 1 1/2" MAXIMUM
W1TH ALL LAWS, ORVINANGE5, RULES AND REGULATIONS OF THE
TYPICAL AND 5/4" MAXIMUM FOR 4" 5LA85. AGGREGATES FOR
PLACE OF THE PROJECT. THE CONTRACTOR SHALL NOTIFY THE
LI&HTWEI6HT CONCRETE SHALL CONFORM TO ASTM 0550
DESIGNER OF ANY CONDITION HE FINDS WHERE, IN HIS JUDGEMENT, IT
(EXPENDED SHALE, CLAY SLATE, SLAG OR MANUFACTURED
WOULD BE DESIRABLE TO MODIFY THE REOUIREMENT5 TO PRODUCE
LIGHTWEIGHT A661REGATE, ROCKLITE OR RID(5ELI6HT MAY BE USED)
THE BEST RESULTS.
D,
ALL CONCRETE SHALL ACHIEVE A MINIMUM STRENGTH OF 2500 P51
K.
NOTES AND DETAILS ON DRAWINGS TAKE PRECEDENCE OVER THESE
IN 28 DAYS UNLESS NOTED OTHERWISE. SPECIAL INSPECTION NOT
GENERAL NOTES. DIMENSIONS AS INDICATED ARE THE DIMENSIONS
REQUIRED UNLESS NOTED OTHERWISE.
TO BE USED FOR CONSTRUCTION.
E.
ALL ANCHOR BOLTS AND EMBEDDED ITEM5 SHALL BE SECURED
DO NOT SCALE DRAWINGS!
IN PLACE PRIOR TO INSPECTION AND PLACEMENT OF CONCRETE.
L.
NO ALTERNATIVE METHOD OF CONSTRUCTION OR SUBSTITUTIONS
F.
MINIMUM CONCRETE PROTECTION FOR REINFORCING STEEL SHALL BE
SHALL BE USED WITHOUT PRIOR APPROVAL OF THE ENGINEER OF
AS FOLLOWS:
RECORD,
1. CONCRETE POURED AGAINST 501L 5"
M.
ALL CONSTRUCTION SHALL COMPLY FULLY WITH:
(EXCEPT SLABS ON GRADE)
2001 CBO (CALIFORNIA BUILDING CODE),
2001 GMG (CALIFORNIA MECHANICAL CODE),
2. CONCRETE FORMED AGAINST SOIL 2"'
2001 CPO (CALIFORNIA PLUMBING, CODE),
2001 GEC, (CALIFORNIA ELECTRICAL CODE),
5. EXTERIOR EXPOSED FACES 21'
AND OTHER LOCAL GOVERNING AGENCIES.
4. BEAMS / COLUMNS (NOT EXPOSED) 1 1/2"
OLEAR COVER TO TIES
5. BEAMS AND COLUMNS (NOT EXPOSED) 2"
CLEAR COVER TO MAIN BARS
A. ANCHOR BOLTS SHALL BE MANUFACTURED OF ASTM A50-1 STEEL.
B. SHOTPINS SHALL BE IOBO APPROVED.
C. EXPANSION BOLTS (WEDGE ANGHOR5) SHALL BE 1050 APPROVED.
DESIGN IS BASED ON SIMP50N "WEDGE -ALL" CONCRETE ANCHORS.
D. FABRICATED ACCESSORIES SHALL OOMPLY WITH SECTION UNDER
METALS.
E. ALL CONNECTING HARDWARE, JOIST HANGERS, TIE STRAPS, ETC.
SHALL BE "SIMPSON STRONG TIE" UNLESS OTHERWISE NOTED OR
SHOWN.
WASHERS
A. WASHERS SHALL BE USED UNDER HEADS AND NUTS OF ALL BOLTS
BEARING ON WOOD. WASHERS LISTED BELOW SHALL BE USED IN
THE FOLLOWING PLACES.
I. WOOD LEDGERS TO CONCRETE OR MASONRY WALL5,
2. SOLE PLATES TO FOUNDATION AT NON-5HEAR WALLS. SHEAR
WALL 50LE PLATES SHALL HAVE SQUARE STEEL WA5HER5 SIZED
FOR ANCHOR BOLT USED, (IE. SIMP50N "'BP 5/8 -2").
3. ANY 2" MEMBER TO LARGER MEMBER.
BOLT DIA. ROUND PLATE WASHERS
STEEL MAL. IRON
1/21" 1 5/6" x 12 GA. 2 1/2" x 1/4"
5/8" 1 1/2" x 10 6A. 2 5/4" x 5/16"
5/4" 1 5/4" x a 6A. 5 It x "7/16"
2" x 8 6A. 5 1/2" x '7/I6"
I" 2 1/2" x 8 6A. 4" x 1/2"
im
GRADING 1 DRAINAGE NOTES
1. LOT SHALL DRAIN TO STREET, ALLEY OR APPROVED DRAINAGE
WAYS WITH A MINIMUM OF �% FOR ASPHALT, 4% FOR CoNORETE,
1.0% MINIMUM FOR V IRT.
2. THE GRADE SHALL HAVE A MINIMUM 2% SLOPE AWAY FROM
BUILDIN69 FOR A MINUMUM DISTANCE OF V-O" AROUND PERIMETER.
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project no. 0614
design studio
Math
❑ ❑ ❑
SIMPSON ST6236
NEW PLATE TO EXIST'G
WRAP AROUND CORNER-
EXIST'G HEADER
STRAP BEAM TO PLATE
W/ SIMPSON 'ST6236'
TYPICAL EACH END
7
COVERED PORCH
EXIST'G HEADER
B
b
g
7
11-71
A_2x6 ROOF RAFTERS NA 2X6 ROOF RAFTERS/
@ 24" o/cVN @ 24" o/c
\ BIPROp� 3 7
00
\ /CALIFORNIA
\ / FRAMING
/2X6ROOF
cyco
RS
7
CALIFORNIA
FRAMING
EXIST'G ROOF RAFTERS
D om 2
I1
2X6 ROOF RAFTERS — ;
@ 24" o/c 7
y
1-AMILY HOOK 10
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7
71 6X1 �D F#1 FLUSH BEAM ST6236 2 18'-6C'- \�
lb cra
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IL �� ��Q CLOSET
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4X6 HEADER
112" PLYWOOD ROOF SHEATHING,
,Z �b, PANEL SPAN RATING 32/16
b W/ IOD NAILS @ 6" O/C EDGES & BOUNDARY,
12" O/C FIELD. —
NOTE:
ROOF DIAPHRAGM NAILING TO BE
INSPECTED BEFORE COVERING.
FACE GRAIN SHALL BE 7
PERPENDICULAR TO SUPPORTS. 7 -
SHEAR WALLS IX STARTERBOARD -
TYPICAL ALL EAVES --
SYM. DESCRIPTION
7/8" STUCCO W/ WOVEN WIRE LATH - ATTACH W/ 11 GA. X 1 112" LONG,
I 7/16" HEAD NAILS @ 6" o/c -
(ALTERNATE - USE 16 GA. STAPLES W/ 7/8" LEGS)
2 3/8" PLYWOOD / STANDARD SHEATHING
ATTACH W/ 8D NAILS @ 4" O/C EDGES & BOUNDARY, 12" O/C FIELD,
NOTE;
ALL SHEAR WALL EDGE NAILING TO PRESURE-TREATED SILLS SHALL BE HOT -DIPPED
GALVANIZED NAILS. GUN NAILS NOT ALLOWED.
scale: 1 /4" = 1'-0"
X
IT
e
TYP. 10
•z
M. BATH
x
aNO
4X4 HDR
M. BEDROOM
w
00
x
I
2X6 ROOF RAFTERS
2X6 ROOF RAFTERS
@ 24" o/c
@ 24" o/c
c:
x
1
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2x6 CEILING JOISTS
G
@ 24" o/c
4x6 HEADER;
- i
4X61 HDR
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SIMPSON
'ST6236'
79 7
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ANCHOR BOLTS
SYM. DESCRIPTION
1 5/8" DIA. ANCHOR BOLTS @ 48" 0/C
W/ 2" So. X 3/16" THK. PLATE WASHERS
2 5/8" DIA. ANCHOR BOLTS @ 32" o/c
W/ 2" SQ. X 3/16" THK. PLATE WASHERS
INSTALL SIMPSON 'TITEN' BOLTS (ICBO ESR-1056)
AS NEEDEDAT EXISTING FOUNDATION
PAD FOOTINGS
S�YM�. DESCRIPTION
li J 1'-6" S0. X 12" DEEP CONCRETE PAD FOOTING
3/4" T&G PLYWOOD SUB -FLOOR
PANEL SPAN RATING 40/20 1,-Ott
APPLY EXTERIOR GLUE & ATTACH
W/ IOD NAILS @ 6" O/C EDGES & BOUNDARY,
12" O/C FIELD.----
12" X 12" X 24" DEEP CONCRETE
cOOTING W/ 6" WIDE STEM WALL -
::'ROVIDE {1} #4 TOP AND BOTTOM -
TTYPICAL - -
Foundation
r Y r _` - 1 1 CONCRETE
4x6 DF#1 ! 1 STEM WALL
1 LGIRDER - TYP.
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6X14 GALV. LOUVERED
UNDERFLOOR VENTS W/
1/4" GALV. SCREEN MESH BACKING
PROVIDE TOTAL NET FREE VENTILATING
AREA EQUAL TO 1/150TH OF THE
BASEMENT AREA TO BE VENTED.
(495/150=3.3SF) (6x14=84 SI= .58 SO
PROVIDE TOTAL OF (6) VENTS
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07.13.05
PLAN CHECK SUBMITTAL
08.10.05
PLAN CHECK REVISIONS
project no. 0514
design studio
Muth
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112" PLYWOOD ROOF SHEATHING -
REFER TO FRAMII
2x ROOF RAFTEF
REFER TO FRAMIP
2X RESAWN FASCI
MATCH EXISTING -
SHIPLAP STARTEF
AT EXPOSED EAVE
RADIANT BARRIEF
2x4 BALLOON FRt
2x CEILING JOIS-
REFER TO FRAMII
STUCCO 0/ LATH
REFER TO EXTERI{
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2X STUDS @ 16" {
3/4" T&G PLYWC
REFER TO FRAMIN
2X FLOOR JOISTS
REFER TO FRAMIN
GALV. METAL WEI
CONCRETE FOOTIIS
REFER TO FOUND,
4X4 PIER BLOCK 1
AND 'PC44' CAP
CONCRETE PAD FOOTING -
REFER To FOUNDATION PLAN
2X4 BRACE
@ 48" o/c
i
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R-30 INSULATION
TYPICAL @ ROOF
5/8" DRYWALL -- TYP. -
M. BEDROOM
R-13 INSULATION -_
TYPICAL EXT. WALLS
R-19 INSULATION -
TYPICAL @ FLOOR
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112" PLYWOOD ROOF SHEATHING -
REFER TO FRAMING PLAN
2x ROOF RAFTERS -
REFER TO FRAMING PLAN
2x CEILING JOISTS -
REFER TO FRAMING PLAN
,- - 2X RESAWN FASCIA -
MATCH EXISTING
SHIPLAP STARTERBOARD
AT EXPOSED EAVES
STUCCO O/ LATH & PAPER -
REFER TO EXTERIOR ELEVATIONS
2x STUDS @ 16" o/c
3/4" T&G PLYWOOD FLOOR SHEATHING -
REFER TO FRAMING PLAN
METAL WEEP SCREED
-_TE FOOTING -
TO FOUNDATION PLAN
�..•-+ I DER BLOCK WI 'PB44'" BASE
AND 'PC44' CAP
CONCRETE PAD FOOTING -
REFER TO FOUNDATION PLAN
(WOOD ROOF SHEATHING -
'0 FRAMING PLAN
RAFTERS -
'0 FRAMING PLAN
WN FASCIA -
XISTING
-LOOKERS @ 24" O1C
'PLE STUDS @ 16" O/C
EXISTING DBL. PLATE
HIP ROOF EAVES
FOR NEW GABLE ABV.
WALL -
S W/ STUCCO FINISH
FLOOR -
2x6 JOISTS
CONCRETE FOOTING
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Sections
07.13.05
PLAN CHECK SUBMITTAL
08.10.05
PLAN CHECK REVISIONS
project no. 0514
DIX
6 �
116 "/5 MAX.
z
""d",15 MAX.
40% MAX.
STUD WIDTH
NOTCH
NON-BEARINGSTUDS
I Rii I �il
60% MAX.
STUD WIDTH
- __0
NOTCHES NOT PERMITTED IN
MIDDLE 1/5 OF SPAN
NOT ALLOWED ON TENSION 51DE
WHEN "w" 15 GREATER THAN 5 1/2"
EXCEPT AT SUPPORT
5/a" MIN.
EDGE D 15TANC
TYP. ALL STUD
25% MAX,
STUD WIDTH
NOTCH
40% MAX.
STUD WIDTH
BORE
EXTERIOR & BEARING STUDS
NOTES.
1. NOTCH AND BORING NOT TO
OCCUR IN SAME STUD SECTION.
2. NO MORE THAN 2 SUCCESSIVE
DOUBLE STUDS MAY HAVE 60%
MAX. BORED HOLES.
NOTCH/BORE
% OF STUD
2x4
2x6
25%
`7/8"
15/8"
40%
15/8"
21/S4i
60%
2"
31/4"
2x4 CRIPPLE STUDS @ 1614 o%
HEADER -
REFER TO FRAMING PLAN
2x4 TRIMMER - FULL LENGTH TYP,
2x4 KING STUD
2x4 CRIPPLE STUDS cap 16" o/a
:W P05T vq/ 51 MP50N 'BGO' BA5E
:FER TO FOUNDATION PLAN FOR
ZE AND LOCATION
".I5TING 2x SILL PLATE
?NT. 2x RIM J015T
Z SOLID BLOCKING
C15TING FLOOR FRAMING
CISTNG FOOTING
U10
n.. WOOF RAFTERS
CEILINGS J015T5
olc
FLUSH BEAM -
FRAMING PLAN
FLUSH BEAM -
d,. —LOCKING
I I
j EX15TING WALL TO BE REMOVED
�tf..tba^.nwt "r_•rnn" r-_.- kft w ry .fall
SALV. METAL FLASHING
2x4 NAILER -
PROVIDE (2) 16d EA. RAFTER
PLYWOOD ROOF SHEATHING -
REFER TO FRAMING PLAN
2x ROOF RAFTER -
REFER TO FRAMING PLAN
2x NAILER -
PROVIDE (2) Ibd EA. RAFTER
EXISTING ROOF FRAMING
-- TAPER WHERE REQUIRED
FLUSH BEAM -
ZEFER TO FRAMING PLAN
51 MP50N 'EPC' POST GAP
,'WHERE POST OCCURS)
51 MP50N '5T6224' STRAP
BOTTOM OF BEAM
TO TOP OF WALL
DOUBLE 2x4 TOP PLATE
=05T (WHERE OCCURS) -
REFER TO FRAMING PLAN
EXISTING WOOD FLOOR
5/4" T$G PLYWOOD SHEATHING
2xb LEDGER vi/ (2) 166 @ 6" o%
INHERE PARALLEL
2x6 FLOOR J015T5 a I6" o1c
rvl 51 MP. 'HU' HANGERS
vvl CONTINUOUS BLOCKING
WHERE PERPENDICULAR
EXISTING RIM JOIST
OR CONT. BLOCKING
EXISTING FOUNDATION
�--------_---- 2x4 5TUD5 ® 16" olc
V4" T 4 G PLYWOOD FLOOR
aHEATHING -SEE FOUNDATION
?x6 FLOOR J015T5 a 16" olc.
7.x4 SILL PLATE v4/ l6d ® 8" o%
'0 RIM JOIST
?x RIM J015T vvl LTP4 ® 52" o/c
'0 P.T. MUDSILL
�ALV. METAL WEEP 5CREED
MIN. 4" ABOVE EARTH,
MIN. 2" ABOVE PAVING
?x6 P.T. MUV51LL vvl
'/8" VIA. x 12" LONG A.B.'s
0 5'-0" o% - TYPICAL U.N.O.
1SE 2" 50. x 5116" WASHERS
aEE FOUNDATION PLAN
' ONTINUOU5 CONCRETE FOOTING
q1 (1) #5 BAR TOP AND BOTTOM
YPICAL
I 1
q
FOOTING W/ STEM WALL 1
SCALE, 1'-1-0'
THRE5HOLD
MIN. 24 GA. GALV. METAL FLASHING
SILICONE
Sb"^MIN. CAULK
" #4 BAR
+`4
4u41
F.G.
47
L L
CONCRETE STEP
GRAVEL FILL
c FOR REPETITIVE NOTES
SEE DETAIL I
ONCRETE STOOP 6
—RADIANT E.N.
HEAT BARRIER
1
1
ROOF SHEATHING -
SEE FRAMING PLAN
2x6 R.R. ® 24" o1c - T`rP. U.N.O.
2x BLOCKING
Ix SHIPLAP 5TARTERBOARD
TYPICAL AT EXPOSED EAVES
2x4 DOUBLE TOP PLATE
SIMP. LTP4 24`" o%
BLOCKING TO TOP PLATE
STUCCO of PAPER -SACKED W1RE LATH
PLYWOOD SHEAR PANEL
WHERE OCCURS
ROOF SHEATHING -
SEE FRAMING PLAN
Ix SHIPLAP 5TARTER50ARD
TYPICAL AT EXPOSED EAVES
2x4 OUTLOOKERS - MAX. 45" olc
5IMP. LTP4 @ 24" o%
RAFTER TO TOP PLATE
2x4 STUDS a 16" o%
BALLOON FRAME
STUCCO o/ PAPER -BACKED AIRE LATH
PLYWOOD SHEAR PANEL
REFER TO FRAMING
—PRE-DRILL AND INSERT #4 DOWEL5
TOP AND BOTTOM IN 51 MP. EPDXY
5PECIAL�PECTION NOT REG2UIRED
— NEW CONCRETE FOOTI NG
4
4, 47 4
4 d
4" MIN.''LAP ` • ,
` .J
a ^Q(1
24" MIN. LAP
EXISTING CONCRETE FOOTING
NEW FOOTING TO EXIST.
SCALE, 1'-1'`O'
18" SQUARE
5/4" T4 G PLYWOOD
2x6 FLOOR JO15T5 @ 16" o%
2x BOLCKING
4x6 GIRDER
4x4 PIER W 51MP PD44 BASE
AND PC44 CAP
CONCRETE PAD FOOTING -
SEE FOUNDATION PLAN
2x FLOOR JOIST a 16" a/c
51MP5ON 'GH4(b-6' GRIDER HANGER
4x6 GIRDER
design studio
Muth
3104
E Ruth Place
pOrange
U
CA
92369
b
714
a 289 8131
r
•
4
4
PLAN CHECK REVISIONS
05.10.05
-UT
Note: Lowrise residential buildings 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 specifications for the mandatory measures whether they are shown elsewhere in the documents
or on this checklist only.
Instructions: Check or initial applicable boxes when completed or enter N/A if 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): Miniumum R- 13 wall insulation in wood framed walls or equivalent U-Factor in metal frame walls
X
(does not apply to exterior mass walls),
* §150(d): Minimum R-13 raised floor insulation in framed floors,
X
§ 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no
N/A
greater than 2,0 perm/inch.
§ 118: Insulation specified or installed meets insulation quality standards. Indicate type and form.
X
§ 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls
1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage.
X
2. Fenestration products (except field -fabricated) have label with certified U-Factor, certified Solar Heat
Gain Coefficient (SHGC), and infiltration certification.
3, Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed.
§ 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only,
N/A
§ 150(f): Special infiltration barrier installed to comply with § 151 meets Commission quality standards.
X
§ 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs.
1, Masonry and factory -built fireplaces have:
a. Closeable metal or glass door
N/A
b. Outside air intake with damper and control
c. Flue damper and control
2. No continuous burning gas pilot lights allowed.
Space Conditioning, Water Heating and Plumbing System Measures:
§110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission.
X
§ I 50(h), Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA OR ACCA.
X
§ 150(i): Setback thermostat on all applicable heating and/or cooling systems.
X
§ 1500): Pipe and tank insulation
1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with
insulation having an installed thermal resistance of R- 12 or greater.
2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater)
X
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 intemal/external insulation.
4. All buried or exposed piping insulated in recirculating sections of hot water systems.
5. Cooling system piping below 55*F insulated.
6. Piping insulated between hearing source and indirect hot water tank.
Compliance Forms
August 2001
Note: Lowrise residential buildings 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 specifications for the mandatory measures whether they are shown elsewhere in the documents
or on this checklist only.
Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable.
DESCRIPTION
DESIGNER
ENFORCEMENT
Space Conditioning, Water Heating and Plumbing System Measures: (continued)
§150(m): Ducts and Fans
1. All ducts and plenums installed, sealed and insulated to meet the requirement of the 1998 CMC Sections 601,
603, 604, and Standard 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 applicable requirements of UL 181, UL 181A, or UL 181B. If mastic or tape is used to seal
openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building
cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their
components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in
combination with mastic and drawbands.
1 Building cavities, support platforms for air handlers, and plenums defined or constructed with materials
X
other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned
air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and suport
platforms shall not be compressed to cause reductions in the cross -sectional area of the ducts.
3. Joints and seams of duct systems and their comprients shall not be sealed with cloth back rubber
adhesive duct tapes unless such tape is used in combination with mastic and drawbands.
4. Exhaust fan systems have back draft or automatic dampers.
5, Gravity ventilating systems serving conditioned space have either automatic or readily accessible,
manually operated dampers.
6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight,
moisture, equipment maintenance, and wind but not limited to the following: Insulation exposed to
weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas,
or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is
water retardant and provides shielding from solar radiation that can cause degradation of the material.
§ 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 light,
2. System is installed with:
N/A
a. At least 36" of pipe between filter and heater for future solar hearing.
b. Cover for outdoor pools or outdoor spas.
3. Pool system has directional inlets and a circulation pump time switch.
§ 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no
X
continuously burning pilot light. (Exception: Non -electrical cooking appliances with piloi 50 Btu/hr)
§ 118 (f): Cool Roof material meet specified criteria
N/A
Lighting Measures:
§ 150 (k)l.: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt
or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily
X
accessible lighting control panel at an entrance to the kitchen,
§ 150 (k)2.: Rooms with a shower or bathtub must have 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
X
requirement allowed in § 150(k)2.; and incandescent recessed ceiling fixtures are IC (insulation cover)
approved.
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 1 of 3) CF-IR
MELENDEZ RE512ENCE 0-1.06.05
Project Title
526 E SANTA CLARA AVE, SANTA ANA, CA
Project Address
17E516N STUDIO MUTH '714.26q.5151
Documentation Author Telephone
PACKAGE D a
Compliance Method (Package or Computer) Climate Zone
Building Permit #
Plan Check / Date
Field —Check / Date
Enforcement Agency Use Only
GENERAL INFORMATION
Total Conditioned Floor Area al-011 ft, Average Ceiling Height: ft
Conditioned Stab Floor Area ft 2
Building Type: Family X Addition
(check one or more) —Multi-Family — Remodel -Plus-Addition
Front Orientation: 0 Na South / East / West / All Orientations
('Put front orientation in degrees from True North and circle one)
Number of Stories
Number of Dwelling Units:
Floor Construction Type: Slab(f&-ised Floorcircleone or both)
RADIANT BARRIER (required in climate zones 2,4,8-15) Required for this submittal- X yes _no
BUILDING ENVELOPE INSULATION
Component
Type
Frame Type
wd = wood
stl = steel
Cavity
Insulation
R-Value
Sheathing
Insulation
R-Value
Total R-
Value'
Assembly
U-Factor'
Location/Comments
(attic, garage, typical, etc.)
Wall
V400D
R-15
T'rPl(:,AL EXT. WALL
Wall
Roof
TYPICAL ATTIC
Roof
Floor
WOOD
pl- 1 `51
TYPICAL RAISED FLOOR
Floor
------- ---
Slab Edge
ror prescritnive.coni6ijance, iota! K-value-ana A,Ssemt) not required tor a wood-tramect wait that meets ca gy x-value
insulation requirements for the Prescriptive Package.
FENESTRATION
Shading Devices
Fenestration
#/T)Lpe/Pos.
Orien-
tation
Area
(fe)
Fenestration
U-Factor
Fenestration
SHGC
Exterior
Shading Art.
Overhangs/
Fins
Front
Front
Left
EAST
&
0.40 MIN.
0.55 MIN.
YES
Left
Rear
SOUTH
65
Rear
Right
WEST
20
Right
Skylight
Skylight
Compliance Forms
TOTAL GLAZING 161% OF NEW ADDITION
August 2001
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2 of 3)
C&IR
MELENDEZ RESIDENCE
0-1.06.05
Project Title
Date
HVAC SYSTEMS
Note: Input hydronic or combined hydronic data under Water Heating Systems, except Design Heating Load.
Distribution
Heating Equipment Minimum Type and
Duct or
Heat Pump
Type (furnace, heat Efficiency Location
Piping Thermostat
Configuration
pump, etc.) (AFUE or HSPF) (ducts, attic, etc.)
R-Value Type
(split or package)
FURNACE ATTIC
SETBACK
SPLIT
EXISTING - MEETS C.E.C. REQUIREMENTS
Cooling Equipment Minimum Duct
Heat Pump
Type (air conditioner, Efficiency Location
Duct Thermostat
Configuration
heat pump, evap. cooling) (SEER) (attic, etc,)
R-Value Type
(split or package
AIR CONDTIONIN6 ATTIC
SETBACK
SPLIT
EXISTING - MEETS C.E.C. REQUIREMENTS
SEALED DUCTS and TXVs (or Alternative Measures)
0 Sealed Ducts (all climate zones)
(Installer testing and certification and HERS rater field verification required)
0 TXVs, readily accessible (climate zones 2 and 8-15 only)
(Installer testing and certification and HERS Rater or field verification required)
0 Refrigerant Charge/Air Flow (climate zones 2 and 8-15 only)
(Installer testing and certification and HERS Rater or field verification required)
9 Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone)
Climate Zone Window SHGC Window U-Factor SEER Heating
a 0.55 MIN. 0.40 MIN.
WATER HEATING SYSTEMS
Energy' External
Rated, Tank Factor or Tank
Water Heater Distribution Number Input (kW Capacity Recovery Standby' Insulation
Type T e in System or Bm/hr) (gallons) Efficiency R-Value
6A5 5TQK^C7F- 50 go
EXISTING - MEETS C.E.C. RE6 iRtmt-N—T5
I For small gas storage water heaters (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance, and heat pump water heaters, list Energy
Factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss.
For instantaneous gas water heaters, list rated input and recovery efficiencies.
SPECIAL FEATURES (add extra sheets if necessary) Package C and D: TXVs, Sealed Ducts, Radiant
Barriers (see installation requirements for radiant barriers in Section 8.13 of the 2001 Residential Manual).
Package C: thermal mass (thermal mass type, covering, thickness and description).
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CF-IR
MELENDEZ RESIDENCE 0-1.06.05
Project Title Date
COMPLIANCE STATEMENT
This certificate of compliance lists the building features and performance specifications needed to comply with
Title 24, Parts I and 6 of the California Code of Regulations, and the administrative regulations to implement
them. This certificate has been signed by the individual with overall design responsibility. When this certificate
of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that
is varied is indicated in the Special Features/Remarks section. The undersigned recognize that compliance using
duct sealing and TXVs requires installer testing and certification and field verification by an approved HERS
rater.
Designer or Owner (per Business and Professions Cade)
Name: JOSE MELENDEZ
RESIDENCEONNER
Title/Finn:
Address: 526 E SANTA CLAR.A AVE
SANTA ANA, CA 01:2-106
Telephone:
(signature) (date)
Enforcement Agency
54� , � zv o &s
Name:
/Aot/&pjc�c-() —1
Title:
Agency:
Telephone: (7 10
(signature (date)
Compliance Forms
Documentation Author
Name: DENN15 MUTH
Title/Finn: DES16NER / VE-516N STUDIO MUTH
Address,
5104 E RJ)TH PLACE
ORANGE, CA cl:2,5641
Telephone:
ID 1;Z-
(s-i—gnature)P4?;�� (date)
August 2001
3104
E Ruth P I aoe
Orange
CA
92869
8131
TITLE-24
ENERGY REQUIREMENTS
01.06.05
PLAN CHECK SUBMITTAL
projeot no. 0514
Compliance Forms August 2001 Compliance Forms August 2001
I I
i