HomeMy WebLinkAbout10148235.pdfANALYSIS AREA
(E) SFR WATTACHED GARAGE 1528 S.F.
(N) ADDITION 483 S.F.
TOTAL AREA 2,011 S.F.
LOT AREA 6,770 S.F.
LOT COVERAGE 30%
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GENEML NOTES
1.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001 G.B.C.6
PLUMBING AND MECHANICAL CODES, THE C.E.C. AND LOCAL
i
ORDINANCES.
2.
VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.
3.
IT SHALL BE THE RESPON$ABIUTY OF THE CONTRACTOR TO
VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR TO
COMMENCING WORK AND IS TO NOTIFY THE OWNER AT ONCE
UPON DISCOVER OF ANY OMISSIONS- OR CONFLICT IN THE
DRAWINGS.
4.
ALL NAILING TO COMPLY WITH TABLE 23-11-134 C.B.C.
J1
5.
THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED
CERTIFIED BY THE NATIONAL' FENESTRATION RATING COUNCIL
(NFRC) AND SHOWING COMPLIANCE WITH THE ENERGY
CALCULATIONS.
6.
LIGHT AND VENTILATION PER C.B.C. SECTION 1202. MINIMUM OF
15
C.F.M. OF OUTSIDE AIR PER OCCUPANT IS REQUIRED FOR
VENTILATION.
PLUMBING NOTES
7.
ALL PLUMBING WALLS TO BE 2" x 6"
8.
DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A MINIMUM
OF 8" WIDE AND NO "FLAT" STUDS PERMITTED. STAGGERED
STUDS ARE ACCEPTABLE.
9.
SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED TO A
HEIGHT OF 70" ABOVE THE DRAIN INLET OF THE SHOWER OR
TUBtSHOWER COMBINATION, MATERIALS SHALL BE OF A TYPE
NOT ADVERSELY AFFECTED BY MOISTURE,
10.
GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELED
4
CATEGORY if. NET AREA OF SHOWER RECEPTOR SHALL BE NO
LESS THAN 1024 SQ IN OF FLOOR AREA, AND ENCOMPASS
30"DIAMETER CIRCLE.
11.
ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE NOT
LESS THAN 30" WIDTH AND HAVE 24" MIN. CLEARANCE IN FRONT
OF THE STOOL.
12.
FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL FAN 5 AIR
CHANGES PER HOUR.
13.
WATER HEATER TO BE BRACED TO RESIST SEISMIC FORCES,
PROVIDE TWO STRAPS (ONE STRAP AT TOP 113 OF THE TANK AND
ONE STRAP AT BOTTOM 1/3 OF THE TANK).
14.
ALL NEW WATER CLOSETS WISH USE NO MORE THAN 1.6 GALLONS
PER FLUSH.
ELECTRIC NOTES
15.
RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH NEC Art
210-52 (a) "20 AMP. CIRCUIT DEDICATED TO EACH BATHROOM"
16.
ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT PROTECTION.
17.
GROUND -FAULT CIRCUIT INTERRUPTER (GFQ PROTECTION
COMPLIES WITH NEC Art. 210-8: "ALL 125 volt SINGLE PHASE, 15
AND 20 AMPERES RECEPTACLES INSTALLED IN BATHROOMS,
GARAGES, BASEMENTS, OUTDOORS, KITCHEN COUNTERS AND AT
WET BAR SINKS.
STRUCTURAL NOTES
18.
THE CONTRACTOR SHALL PROVIDE ANY SHORING ANDIOR
BRACING TO THE EXISTING STRUCTURE WICH MAY BE REQUIRED
DURING CONSTRUCTION.
19.
PERMISSIBLE NOTCHING AND BORING OF, JOISTS ARE TO BE
SHOWN ON THE PLANS AND SHALL NOT EXCEED CBC SECTION
2320A.3 ALLOWANCES.
20.
NOTCHING OF EXTERIOR AND BEARING/NONBEARING WALLS
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SHALL NOT EXCEED 250/6140% RESPECTIVELY. BORED HOLES IN
BEARINGINONSEARING WALLS SHALL - NOT EXCEED 400/o/60%
RESPECTIVELY. IN NO CASE SHALL THE EDGE OF THE BORED
HOLE NEARER THAN 11811 TO THE EDGE .OF THE STUD (2320,11.9
AND 2320.11.10)
21.
HEADER AND TRIMMER DETAILS FOR DOORS AND WINDOWS ARE
TO BE SHOWN WITH THE FULL LENGTH TRIMMERS, SPECIFYING
THE SIZE OF THE HEADER AND TRIMMER (2320.11.6)
22.
USE SIMPSON ST 6224 TO TIE-IN TO (EXISTING TOP PLATES.
TITLE 24 SUMMARY
ENERGY (TITLE 24) REQUIREMENTS
INSULATION EXT WALLS R-13
ATTIC R-30
FENESTRATION FENESTRATION - U-FACTOR-O.•+17MAX
SHGC- O.-1 MAX
A/C EFFICIENCY N/A
RADIANT BARRIER EMISSIVITY LESS OR EOUAL TO 0.05
INSTALLED TO COVER ROOF j4-.ftom. AND
GABLE END WALLS AT ATTICS
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ROOF SHEATING,
CDX)* 24/0 INDEX PLYWOOD W/ 8d COMMON NAILS
8d @ 10" olc FIELD. EXTERIOR GREj ADE
INDEX 32/16 UNBLOCK UNLESS NOTED. PROVIDE ROOF
RADIANT BARRIER PER T-24 AT PLYWOOD UNDERSIDE
ROOFING MATERIAL
ASPHALT SHINGLE CLASS'B'OR BETTER TO MATCH
4
EXISTING S.F.R. W/ # 15 FELT UNDERLAYMENT -
STRUCTURAL NOTES
1!9�R i'E
1, ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK
-CU
3- GRADE
JOIST, PURLINS 2- TO 4- WIDE, 6 & DEEPER No, I
TYPE (150 FT) AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM
BEAMS, PURLINS OVER 4" WIDE NO. I
C-33 WITH PROVEN SHRINK AGE CHARACTERISITCS OF LESS THAN 0.05 W
SUSPURLINIS 2" TO 4" WIDE, 6 & DEEPER NO. 1
2, READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-
LEDGERS No, 2
STUDS 2'x4"OR3*x4" STUDS
194 PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301.
STUDS 2'x 6' No. I
:3- CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR BLOW ALKALL
POSTS 5"x 5" AND LARGER No, 1SILLS, PLATES AND BLOCKING
2
CONFORMING TO ASTM C-150.
'No.
4,- MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR:
4.- SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48' OF
GROUND, SHAU. BE PRESSURE TRESTED DOUGLAS FIR (PTDF) SILLS SHALL BE BOLTED TO
FOOTINGS 2PSI
THE FOUNDATION WITH 5/8' DIAMETER x l(Y' LONG BOLTS AT 48" ON CENTER 12" MINIMUM
,5DO
SLAB OR GRADE 2,500 PSI
FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED.
SIDEWALKS 2,000 PSI
5, STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE WALL
15- MAXIMUM SLUMP SHALL NOT EXCEED 4".
WITH 518" ANCHOR BOLTS AT 24"0/C.
6, CONCRETE SHALL BE MAINTAINED IN A MOST CONDITION FOR A MINIMUM OF 5 DAYS
6, ALL NON BEARING STUD WALLS, SHALL BE 2" x STUDS AT 16" O/C WITH 518* GYP. BOARD
AFTER PLACEMENT, ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY
EACH 81012, UNLESS OTHERWISE NOTED,
PERFORMANCE CAN BE ASSURED.
7- ALL STUD WALLS SHALL HAVE FULL HEIGHT I" x 6'QIAGONAL LEFT -IN BRACES AT ENDS
7, ALL REINFORCING STEEL ANCHOR BOLTS, DOWELLS AND OTHER INSERTS SHALL BE
AT INTERVALS NOT EXCEEDING 25 FEET O/C UNLESS OTHERWISE NOTED ON PLANS, BRACES
SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED, ADEQUATE
SHALL COVER A MINIMUM OF SIX STUD SPACES.
CLEANOUTS SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER
6,- COMMON NAILS SHALL BE USED.
CLEANOUT AND INSPECTION.
8.- VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS
9,- FIRE BLOCKING 2'x I %'THICK, SHALL BE PLACED IN STUD WALLS AT CEILING AND FLOOR
LEVELS AT EACH 10` HE#GHT OF STUDS AND BETWEEN STAIR STRINGERS AT SUPPORTS.
OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-26.
9.- EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC., SHALL BE FORMED WITH %
10, JOISTS SHALL BE SNLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS
CHAMFERS UNLESS DETAILED OTHERWISE,
OF V WHERE JOISTS ARE 2"x 12" OR DEEPER.
10, CONCRETE CONTRACTOR SHAH BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO THE
11.-MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE:
ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK.
2"xC @ 16" O/C UP TO 14'-W
2"x 6"@ IWO/C UP TO 20'-0'
I I .- NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 95 F.
2x 8" 16" O/C UP TO 26'-0'
@
12: WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2
12- PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
' PLY
13, BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1/32" AND A MAXIMUM 11W
-WOOD
LARGER THAN THE BOLT DIAMETER.
I, PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1-95 AND SHALL BE STAMPED WITH
REINFORCING STEEL
THE DRPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED' OTHERWISE
ON THE PLANS,
I.- REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BEARS AS FOLLOWS:
EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SQ. FWITH A MINIMUM DIMENSION OF
FOOTING, SLAB ON GRADE, MASONRY AND BENT DOWELLS, TIES:T.
2 FEET,
# 3 BAR AND SMALLER ASTM A- SIS GRADE 40
#4 BAR AND LARGER ASTM A- 615 GRADE 60
3, SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL BE INSPECTED
�AND
2, DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH AS A TM 305 AND
APPROVED BEFORE COVERING.
BENDING IN ACCORDANCE WITH ACI-318-95.
FOUNDATION NOTES
3, MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR:
(EXCEPTAS, NOTED OTHERWISE)
,1: FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOLL BEARING
NOT EXPOSED TO WEATHER OR EARTH 1.
I PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS:
EXPOSED TO WEATHER 1%,
EXPOSED TO EARTH 2"
CONTINUOUS FOOTING 1,000 P.S.F.
PILASTER, BEAM & COLUMN TIES I 'A"
ISOLATED FOOTING 1,000 P.S.F.
FORMED FOOTING AND WALL EXPOSED TO EARTH 2"
!'2,-
UNIFORMED FOOTING AND WALL EXPOSED TO EARTH s"
ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL OR
SLA13 ON GRADE 2"
APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE.
4� SPLICE IN CONCRETE:
�3, ALL FOOTING SHALL BE CENTERED ON PLASTER ANDIOR WALL AND COLUMN UNLESS
MINIMUM OF 36 BAR DIAMETER OR 12'WICHEVER IS GREATER.
PTHERWISE NOTED.
S:WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND 1-82.
4.- FINISH FLOOR (F.F) EXCAVATION SHALL BE AS NOTED ON GRADING PLANS.
6, ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-95
�5.- THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES
,INCLUDING LAGGING, SHORING AND PROTECTION OF ANY ADJACENT PROPERTY
TALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC. SHALL BE SECURED
?STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND
PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT.
LOCAL SAFETY ORDINANCES.
8, ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615
i6, ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS
GRADE 60.
;AND/OR SHEDULES,
9.- ALL REINFORCING BAR BENDS SHALL BE MADE COLD.
7, ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS (U.N.O.)
10: ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY
I$, ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL
OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE MORTAR.
ISE REMOVED AND RELOCATED.
A- ALL PIPES, DUCTS
11, REINFORCEMENT THAT IS PARTIALLY EMBEDED IN CONCRETE SHALL NOT BE FIELD BENT
AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTING
EXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE WRITTEN
l(THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2 HORIZONTAL TO I
APPROVAL OF THE ENGINEER OF RECORD,
!VERTICAL SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CAST -IN -PLACE AT THE
!FOUNDATION POUR.
12rALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS ON THE DRAWINGS,
WHERE LAP AND/OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INIDICATED, PROVIDE
'10.- FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE
CLASS 'C' SPLICE PER SCHEDULE, ALL SPLICE LOCATIONS SHALL BE CLEARLY SHOWN ON
!POSSIBLE VARYING SUBSURFACE CONDITIONS.
SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE FABRICATION,
M BE
13, PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF
STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BY WCRSI.
I - ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO DIVISION
(2001 C B�C��
14, CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN I' NOR I
BAR DA NOR Ix MAX AGRAGATE SIZE.
,2.- RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO. UNLESS OTHERWISE NOTED.
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE
BETWEEN LAYERS 1".
SHEAR WALL SCHED I ULE 1997 U.B.0
BOLTING
ALLOWABLE
-SILL
EXTERIOR
INTERIOR
SILL NAILING @
MARK
WALL TYPE
SHEAR
WALLS
WALLS
UPPER
STORIES
TS'STUCCO -OVER PAPER BACKED _LAT W116 GA STAPLES @ S' OIC @TOP & BOTTOM PLATES,
EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No. 1823, FEB, 1973) OR (lCBO No. 1318,
180 PLF
518 W 0/ 1 C
5/8
FEB, 1973) OR (ICBO No. 1254, FEB 1972) NOTE 4 AND 9 BELOW
@
@ 55- OIC
16d @ 8- OIC
3/8'PLYWD SRUCT It OR STD SHTG WITH 8d NAILS @ T OIC @ EDGES & 12" O/C FIELD
260 PLF
516 @ 39'01C
518 @ 38- O/C
16d06-010
(TABLE 2344-1 U.S.C.) NOTE 1,9,10 & 11 BELOW
3W PLYWO SRUCT 11 OR STD SHTG WITH 8d NAILS @ 4" O/C @ EDGES & 12" 010 FIELD
350 PLF
5/8@26"OIC
518@26'0/C
16d@4-01C
(TABLE 23-114-1 U.B.C.) NOTE 1, 6,9, 10 & I I BELOW
3/8!'PLYWD SRUCT It OR STD SHTG WITH 8d NAILS @ 4'01C @ EDGES & 12" O/C FIELD
380 PLF
Sig @ 26- OIC
518 @ 26- OIC
led@4-O/C
(TABLE 23-11-1-1 U.B.C.) NOTE 1, 3,5,6,9, 10 & 11 BELOW
3/8' PLYWD SRUCT 11 OR STD SHTG WITH Sd NAILS @ WO/C @ EDGES & 12" O/C FIELD
490 PLF
518 @ 20" OIC
5/8 @ 20- O/C
16d @
(TABLE 23-11-1-1 U.B.C.) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
3 112"O/C
Z�
3/6'PLYWD SRUCT If OR STD SHTG WITH 8d NAILS @ 2- O/C @ EDGES & 12" O/C FIELD
610 PLF
518 @ 16'010
5/8 @ 16" O/C
16d @
(TABLE 23-114-1 U.B.C.) NOTE 1, 3,5,6,9, 10 & I I BELOW
2 10 O/C
112' STRUCT IPLYWO WITH 1 Od NAILS 0 2- O/C @ EDGES & 12" O/C FIELD
870 PLF
3/4@16"O/C
3/4@IWOIC
N/A
OVER 3XSTUDS CTABLE 23-11.1-1 U.B.C. NOTE 1, 3, 5, 6, 9,10& 11 BELOW
NOTES:
1: ALL EDGES OF PLYWOOD SHEARWALLS MUST BE BLOCKED WITH 2x SOLID BLOCKING FOR WALLS TYPES 9 & 10, AND 3 x SOLID BLOCKING FOR WALLS TYPES 11, 12,13 & 14
2.- WHERE SHEAR WALL SHEATING IS TO BE APPLIED TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF BOLTS. (I.E. HALF THE OIC SPACING)
&- USE 3 x PRESSURE TREATED DOUGLAS FIR SILL PLATES AT FOUNDATIONIFIR6T FLOOR ONLY
4-- PAPER BACKED SELF FURRING EXPANDED METAL LATH ICBO APPROVAL
5,- GRAMING AT ADJOINING PANEL EDGES SHALL BE 3- INCH NOMINAL OR WIDER & NAILS SHALL BE STAGGERED
&- WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN B'0fC ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING
MEMBERS
OR FRAMING SHALL BE 3 INCHES NOMINAL OR THICKER & NAILS ON EACH SIDE SHALL BE STAGGERED
7.- ALL CONTINUOUS EXTERIOR FOOTING TO HAVE 60 x 10"A.8.'s @ W'O/C UNLESS OTHERWISE NOTED ON PLANS
&- ALL INTERIOR BEARING AND NON BEARING FOOTINGS TO HAVE 7/32'SHOT PINS @ 32" O/C & 48`01C RESPECTIVELY. I.E. OZARK # H-67 ICBO REPORT 1280, MAY 19$7
S.- USE 2 1/2 x 2 la'x 3/16" PLATE WASHER-$
10,- USE COX CC OR STD SHTG IN LIEU OF SRUCT 11 PLYWOOD, ALL PLYWOOD SHALL BE DOUGLAS FIR OTHER SPECIES MAY REQUIRE CHANGES,
I I,- AT EXISTING FOOTINGS USE REDHEAD WEDGE ANCHOR$ TO COMPLY WITH SILL BOLTING ICBO # 1372 MIN EMBED 7 1 JT
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D/6 11/8 1`/Z� IV 2 _§ SECTION 2320�8.3
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SCHEDULE
TYPE
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H06A
HOSA
H010A
16
201
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3-3/4
3-7/4
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20
28
28
28
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24*
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24
34
34
34
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20m
26"
28"
2e
5100
740
IM
510D
714 / 285 1121
2017 W. ALco AVE.
SANTA ANA
CALIFORNIA 92703
MACIELALOMSN-COM
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