HomeMy WebLinkAbout10140408.pdfF.G. TUB/ SHOWER NOTE: ti
F.G. TUB/ SHOWER. W/ GLASS ENCLOSURE
DOORS & PANELS MUST BE LABELED CATEGORY it
NET AREA OF SHOWER SHALL BE NO LESS THAN
1024 SO. IN. OF FLOOR AREA, & ENCOMPASS
30" DIA. CIRCLE. FIBER GLASS SHOWER WALLS
MIN. 70" ABOVE DRAIN
WATER CLOSET NOTE
WATER CLOSETS TO USE NO MORE
THAN 1.6 GALLONS PER FLUSH
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE W/ THE 2001
CBC, PLUMBING AND MECHANICAL CODES,
2.. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.
3. IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR TO
VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR TO
COMMENCING WORK AND IS TO NOTIFY THE OWNER AT ONCE
UPON DISCOVERY OF ANY OMISSIONS OR CONFLICTS IN
THE DRAWINGS.
4 ALL NAILING TO COMPLY W/ TABLE 23-II-8-1. CBC
TYPE OF CONSTRUCTION VN
OCCUPANCY GROUP R-3
TITLE 24 SUMMARY
ENERGY (TITLE 24) REQUIREMENTS
INSULATION EXT WALLS R-13
ATTIC R-30
FENESTRATION FENESTRATION - U-FACTOR-0.40 MAX
SHGC- 0.35 MAX
RADIANT BARRIER « EMISSIVITY LESS OR EQUAL TO 0.05
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GENERAL NOTES
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CONCRETE
LUMBER
FOUNDATION NOTES
REINFORCING STEEL
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1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR
WEIGHT HARD ROCK TYPE (150 -/CU. FT.). AGGREGATES SHALL
1. ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR CONFORMING
TO DIVISION 23 (2001 C.B.C.)
1.FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE
SOIL BEARING PRESSURE
t.
REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED
� (714) 543 1066
BE NATURAL SAND AND ROCK CONFORMING TO ASTM C-33 WITH PROVEN
2. RAFTER. BEAMS, PURLINS SHALL BE DOUGLAS FIR NO. UNLESS
PER 2001 CALIFORNIA BUILDING CODE SHALL
BE AS FOLLOWS,
BARS AS FOLLOWS
_
SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05 1
OTHERWISE NOTED -
FOOTING.SLAB ON GRADE,
2. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE
E
CONTINUOUS FOOTING 1000 P.S.F.
MASONRY, AND SENT DOWELS, TIES
WITH ASTM C-94. PLACEMENT OF CONCRETE SHALL CONFORM TO
AC130t.
3. JOIST, PURLINS 2" TO 4" WIDE, 6" & DEEPER NO
BEAMS, PURLINS
ISOLATED FOOTING 1000 P.S.F.
�3 BAR AND SMALLER ASTM A-615 GRADE 40
4 BAR AND LARGER ASTM A-615 GRADE 60
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3. CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE 1,
OVER 4" WIDE NO.1
SUBPURLINS 2" TO 4"' WIDE, 6" & DEEPER NO.1
LEDGERS
2. ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM
2.
DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH
E
OR II LOW ALKALL CONFORMING TO ASTM C-150.
NO 2
STUDS 2" x 4" OR 3" x 4" STUDS
UNDISTURBED NATURAL SOIL. OR APPROVED COMPACTED FILL AND
ASTM A-305 AND BENDING IN ACCORDANCE WITH AC131$-95.
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4. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT AGE OF
STUDS 2`° x 6" N0.1
ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE.
3.
MINIMUM CONCRETE COVER OVER REINFORCING REBAR FOR =
U
28 DAYS FOR.
POSTS 5" x 5" AND LARGER NO.1
SILLS, PLATES AND BLOCKING
3. ALL FOOTING SHALL BE CENTERED ON PILASTER AND/OR WALL AND
(EXCEPT A5 NOTED OTHERWISE?
U
O
FOOTINGS 2500 PSI
NO.2
COLUMN UNLESS OTHERWISE NOTED.
NOT EXPOSED TO WEATHER OR EARTH a'•
SLAB GRADE 2000 PSI
4. SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND
EXPOSED TO WEATHER
A
SLOE WALKS 2000 PSI
WITHIN 48" OF GROUND SHALL BE PRESSURE TREATED DOUGLAS FIR
4. FINISH FLOOR (F.F.) EXCAVATION SHALL BE AS NOTED ON GRADING
EXPOSED TO EARTH 2,.
JOB DESCRIPTION:
5. MAXIMUM SLUMP SHALL NOT EXCEED 4°'
(PTOF), SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 5/8"
DIAMETER x 10" BOLTS AT 48" ON CENTER, 12" MINIMUM FROM
PLANS.
PILASTER, BEAM &COLUMN TIES t `s
FORMED
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6. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A
MINIMUM OF 5 DAYS AFTER PLACEMENT.
ENDS OR 2 BOLTS MINIMUM PER PIECE, UNLESS NOTED OTHERWISE.
5. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION
FOOTING AND WALL EXPOSED TO EARTH 2'"
UNFORMED FOOTING AND WALL EXPOSED TO EARTH 3"'
a ADDITIO
ALTERNATIVE METHODS
WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE
5. STUD WALLS ABUTTING A CONCRETE OR MASONRY WALL SHALL BE
BOLTED TO THE WALL WITH %/ ANCHOR BOLTS AT 24" ON CENTER.
PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ANY
ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN
SLAB ON GRADE 2"
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ASSURED.
7. ALL REINFORCING STEEL. ANCHOR BOLTS, DOWELS AND OTHER
6 WITHALL NON %" GYP.ING BOARDUD WALLS SHALL BE 2 x STUDS EACH SIDE. UNLESS OTHERWISE NOTED. O.C.
ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY
ORDINANCES.
4.
SPLICE IN CONCRETE u1
MINIMUM OF 36 BAR DIETER OR t2°' WHICHEVER IS GREATER.
U
BATH & CLOSET
O SINGLE STOR
INSERTS SHALL BE SECURELY FASTENED IN THE FORMS BEFORE
CONCRETE IS POURED, AOEOUATE CLEANOUTS SHALL BE PROVIDED
IN BOTTOM OF CONCRETE FORMS FOR PROPER CLEANOUT AND
7. ALL STUD WALLS SHALL HAVE FULL HEIGHT 1 x 6 DIAGONAL
LET -IN BRACES AT ENDS AT INTERVALS NOT EXCEEDING 25 FT.
6. ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON
DRAWINGS, DETAILS, AND/OR SCHEDULES.
5.
Ir
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND 1-82.
O
INSPECTION.
B. VIBRATION OF CONCRETE SHALL IN ACCORDANCE WITH THE
O.C. UNLESS OTHERWISE NOTED ON PLANS. BRACES SHALL COVER A
MINIMUM OF SIX STUD SPACES.
7. ALL FOOTINS AND PIERS SHALL BE CENTERED UNDER THE BUILDING
COLUMNS. (U.N.O.)
6.
TAILIN
ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS
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IN
GENERA- PROVISIONS OUTLINED IN PORTLAND CEMENT ASSOCIATION
8. COMMON NAILS SHALL 8E USED.
OF ACE . C3
SPECIFICATIONS ST-2.
9. EXPOSED CORNERS OF COLUMNS, BEAM, WALL, ETC. SHALL
9. FIRE BLOCKING 2 x 1y2" THICK, SHALL BE PLACED IN STUD
WALLS AT CEILING AND FLOOR LEVELS, AT EACH 10' HEIGHT OF
8. ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS
SHALL BE REMOVED AND RELOCATED.
7.
ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS. INSERTS, ETC. to
SHALL BE SECURED IN PLACE PRIOR TO PLACING ANY CONCRETE
�
BE FORMED WITH -+x" CHAMFERS UNLESS DETAILED OTHERWISE.
STUDS, AND BETWEEN STAIR STRINGERS AlSUPPORTS,
9. ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF
OR GROUT.
0
10. CONCRETE CONTRACTOR SHALL SUBMIT PROPOSED CONCRETE
10. JOISTS SHALL BE BLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED
THE FOOTING, (THE PRESSURE ZONE. EXTENDING BELOW THE FOOTING,
8.
ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS
OF ASTM A-615 GRADE 60. (i
DESIGN MIX TO THE DESIGNER AND ENGINEER OF RECORD,PRIOR TO
STARTING THE WORK.
AT INTERVALS OF 8' WHERE JOISTS ARE 2 x 12 OR DEEPER.
BASED ON A 2 HORIZONTAL TO 1 VERTICAL SLOPE), SHALL BE SLEEVED
THROUGH CONCRETE CAST -IN -PLACE AT THE FOUNDATION POUR.
9.
pC
ALL REINFORCING BAR BENDS SHALL BE MADE COLD.
11. MAXIMUM UNSUPPORTED HEIGHT FOR NON -BEARING PARTITION SHALL
0
11. NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE
IN EXCESS OF 95°F.
BE ' 2 x 4 0 16" O.C. UP TO 14'-0'"
10. FOUNDATION MAY BE SUBJECT TO STRUCTURAL REVISION IN THE FIELD
DUE TO POSSIBLE VARYING SUBSURFACE CONDITIONS.
10.
ALL REINFORCING BARS SHALL BE FREE FROM GREASE RUST MILL �
SCALE OR ANY OTHER FOREIGN MATERIAL WHICH MAY 'AFFECT THE cc
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12. WIRE MESH LAP (ENO & SIDE) SHALL BE ONE FULL MESH •2.
2 x 6 0 16" O.C. UP TO 20'-0"
2 x $ 0 16" O.C. UP TO 26'-0"
BARS ABILITY TO BOND TO THE MORTAR. >_
12. PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
11.
REINFORCEMENT THAT IS PARTIALLY EMBEDDED IN CONCRETE SHALL z
NOT BE FIELD BENT EXCEPT AS SPECIFICALLY DETAILED IN THESE Q
13. BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM %2' AND A
MAXIMUM '/W ' LARGER THAN THE BOLT DIAMETER,
FOUNDATION PLATES /SILLS
DRAWINGS OR WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD,.
'4DRAWN:
12.
ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS
CHECKED:
1. FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO THE FOUNDATION
ON THE DRAWINGS. WHERE LAP AND/OR SPLICE LOCATIONS ARE
PLYWOOD
OR FOUNDATION WALL WITH NOT LESS THAN 5/8" DIA. STEEL BOLTS
EMBEDDED AT LEAST 7" INTO THE CONCRETE OR MASONRY AND
NOT SPECIFICALLY INDICATED, PROVIDE CLASS "C" SPLICE PER
SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY SHOWN ON
DATE:
SPACED NOT MORE THAN 6'-t1" APRART. THERE SHALL BE A MINIMUM
SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE
t. PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS t-95 AND
OF (2) BOLTS PER PIECE WITH ONE BOLT LOCATED WITH 12" OF
FABRICATION.
JOB N0: JUL-16-03
SHALL BE STAMPED WITH THE ORPA GRADE OF THE ECAN
EACH END OF EACH PIECE. A PROPERLY SIZED NUT AND WASHER
13.
PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE
PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE ONN THE PLANS.
NOT
SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE. FOUNDATION
MANUAL OF STANDARD PRACTICE FOR REINFORCING CONCRETE
2. EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SO. FT, WITH A
PLATES AND SILL SHALL BE THE KIND OF WOOD SPECIFIED IN SECTION
2317.4 OF THE 1997 U.B.C.
CONSTRUCTION. BY WCRSI.
SHEET NUMBER:
MINIMUM DIMENSION OF 2 FEET.
14.
CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT $E
3. SEE FRAMING PLAN FOR DIAPHRAGM NAILING SCHEDULE. NAILING
SHALL BE INSPECTED AND APPROVED BEFORE COVERING.
LESS THAN t", NOR 1 BAR DIA., NOR 1x MAX. AGGREGATE SIZE.BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST
LAYERMIN, DISTANCE BETWEEN LAYERS 1'°.
E
NOTES-
o. -VERIFY HRDWR. LOCATION
b.-HOLDOWN ANCHORS MUST
PRIOR TO FOUNDATION INSF
C. -SURFACE WATER WILL DRA
d. HOLD-DOWN CONNECTOR BOLTS INTO WOOD
FRAMING REQUIRE APPROVED PLATE WASHERS, AND
HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO
COVERING THE WALL FRAMING.
e. ALL INTERIOR NON -BEARING WALLS WITH SHOT PINS.
RANSET ®3348, OR EQUIVALENT. AT 36`° O.C,
UNLESS OTHERWISE NOTED.
L %" DIA A. B. MAY BE REPLACED BY %" DIA
THREADED RODS W/ 5Y4" EMBED. WITH
CIA -GEL 7000 EPDXY SYSTEM
I. C. B. 0. ER. 4846. (OR EQUIVALENT), AT THE
SAME SPACING.
4X4 KIND PST.
W/ SIMP PC T&
L-6'-0"
241-3.1
3. 24" L. 04 REBAR DOWELL @ 24" O.C. 6" INTO EXISTING
FOOT'G W/ "EPDXY"
4. 24" L. 04 REBAR DOWELL TOP AND BOTTOM AT NEW TO
EXISTING FTN'G 6" INTO (E) FTN'G W/ "EPDXY"
5. CONC. LANDING: 31/2" THK W/ 6"X6"- 10"X10" WWF.
6. PLUMBING FIXTURE
MINIMUM NOMINAL ANCHOR BOLT DIA. SHALL BE%INCH
SPACED PER SHEAR SCHEDULE OR @ 6'-0" OC. MAX.
EMBEDED INTO CONCRETE 7" MIN. W/ MIN. DISTANCE FROM
THE END OF SILL PLATES TO BE 41/2" ( AND A MAXIMUM OF 12").
PLATE WASHERS (MIN. SIZE OF 2" X 2" X3/s") SHALL
BE USED ON EACH ANCHOR BOLT
— 2 R.
1 ° �Q
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4X4 KINP PST.
W/ SIMP' PC T&B
L-5'-8'%
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FRAMING NOTES - 1 4x10
10LPROVIDE ROOF RADIANT BARRIER �� L 4 2 �} r
PER TITLE 24 AT ROOF SHEATHING
1. ROOF SHEATHING: 4
1/2" CDX PLYWOOD (32/16) OR OSB, UNBLOCKED DIAPHRAGM. S-1
W/ NAILING-
8d @ 6" O.C. SUPPORTED ENDS & BOUNDARY
8d @ 12" O.C. FIELD.
USE (8) 16d @ TOP PLT. CHORD SPLICE W/ ST6224
(USE 1X6 SOLID SHEATHING OR A-C GRADE PLYWOOD
AT EAVES & OVERHANG)
2. PROVIDE 4X POST AT EACH END OF 4X10 OR LARGER MEMBERS,
DOUBLE STUDS FOR 4X8 SINGLE STUD FOR 4X6 OR SMALLER MEMBERS
3. WHERE DOUBLE 2x SOLE PLATES ARE USED, PROVIDE
PROGRESSIVE NAILING.
4. ALL NAILS ARE COMMON NAILS.
5. ALL STUDS @ 16" O.C. MAXIMUM.
6. ALL LAG BOLTS (LB) TO BE 8" LONG INSTALLED WITH PILOT
HOLE AND WRENCH.
7. FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED AT
ALL EDGES OF ALL PLYWOOD SHEETS IN SHEAR WALL..
8. ALL PLYWOOD PANELS SHALL BE MANUFACTURED USING EXTERIOR GLUE. v►®r NAI1�1,1V
9. SEE DETAILS 2 SHEET S-1 FOR TYPICAL EXTERIOR tNs�' G� 6•
WALL FRAMING DETAILI�G�
s14AU, PV
10. SEE DETAILS 7 & 8 SHEET S-1 FOR NOTCHING AND
BORING OF STUDS AND JOIST
BRACING PANEL
LEGEND PER 2320.12.4 .CBc
C-D, C-C PLYW'D BLKD.
W/ 6d @ 6" O.C. E.N. & 12" O.C. F.N.
EXISTING FOOT'G SILL CONNECTION W/ 5/8'" DIA. A.B. @ 48" O.C.
TOP ANCHORAGE WITH A-35 @ 16" O.C.
�. NEW FOOT'G
SEE SHEAR WALL SCHED.
FOR SHEAR TRANSFER @
SHEAR WALLS
♦�v a
CT»
ROOF RFTR.
TER BOARD
=D EAVES)
@ 32" O.C.
AFTER
3- B.N.
4- (2)- 16d @ EA. 2X4
5- A-35 @ 2'-0" O.C.
OR SEE SHEAR WALL
SCHEDULE OR U.N.O.
6- 2X STUDS @ 16" O.C.
7- SHEAR WALL PER PLAN
WHERE OCCURS
8- 2X BLK'G @ 48" O.C.
FIRST BAY ONLY
1,.•1.-0„
SHEAR PANEL
/ /
PER PLAN
/
/
SSTB
ANCHOR
A
• D
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IMUM
STL
5" FIRM CORNER &
1 44" FIRM EDGE
L
BORED HOLES MAX 40X OF STUD
WIDTH @ BEARING WALLS, 60/. MAX.
@ NON -BEARING WALLS.
—NOTCHES- MAX. DEPTH 25X OF STUD
WIDTH @ BEARING WALLS, 40X MAX.
@ NON -BEARING WALLS.
FRACTION
OF STUD
2X4
2X6
2X8
2 57 D
%/ 1.
13/ ..
17/ ..
40/. D
13/ "
21/ "
2.,
607.. D
2"
31/4f1
41/411
NOTE. NOTCH & BORE
NOT TO OCCUR ON SAME
STUD WITHIN 36" OF
EACH OTHER
BORED OR NOTCHED STUDS NTS 7
OUTER 1/3 MIDDLE 1/3 OUTER 1/3
OF SPAN OF SPAN I OF SPAN ONLY
AT TOP OR SOT NO NOTCHES AT TOP OR SOT
ALLOWED U.N.O.
D
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/ /J 1 a
1
OUTER 1/3 MIDDLE 1/3 OUTER 1/3 NOTCHING
OF SPAN OF SPAN I OF SPAN ONLY
AT TOP OR SOT NO NOTCHES AT TOP OR SOT
ALLOWED U.N.O.
0 O
NOTE:PLACE BORED HOLE 6
FRACTION
OF JOIST
2X6
2X8 2X10 2X12 2X14
CENTER OF DEPTH OF BEAM OR
JOIST IF POSSIBLE. CONTACT
D/6
7 ��
f
1 1 .. I .. 7 „ ' ..
1i i/ 23
STRUCTURAL ENGINEER FOR
ION OF 0RED RNOTCHED
D/3
..
1/4
3 .. '� .®
2 / 3 3%4 4 /
BEAMS OR JOIST5EVALLUA
PRQR
MODIFICATION OF FRAMING MEMBER.
BORED
OR
NOTCHED
8
BEAM
OR
JOIST
NTS
1- CONC. FTG. PER PLAN
2. 2-64 BAR TOP & BOT
MIN. SEE PLAN
3. 2X P.T.D.F. SILL PLATE
PER PLAN @ A.B. PER PLAN
4. 2X STUDS @ 16" O.C. PER PLAN
NEW EXTERIOR FOOTING
4'-0" MIN. LAP
(8) 16d @ MIN. &
LAP TOP PLT. 16d @ 16" O.C.
@ STUD MAX
4X4
HDR
MIN.
16d @ 24"
O.C.FACE (3) 16d E.N.
NAIL TYP.
2X TRIM'R & (2) 16d E.N.
KING STUDS TO 2X SILL
@ JAMB --� TYP.
(2) 10d T.N. @
EA. SIDE STUD
TO PLT—
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PH 714 / 835 1585
3: Fx 714 / 835 1428
2017 W. ALCO AVE.
SANTA ANA
U CALIFORNIA 92703
Z MAC I ELAL@MSN. COM
w
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JUL-16-03
SHEET NUMBER:
A-2