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13.1(E) WINDOW TO REMOVE & PATCH
A I& T
L %0 P L A N SCALE- 1/4 1
NEW WALLS
EXISTING WALLS
V M1
JUL 0 12003
City of Santa Ana
General Notes
714 285 1121
2017 W. Atco Ave,
Santa Ana
Catif or-nia 92703
rncxcietaL@msr-).com
No. I Revision/issue I Date
Firm Name and Address
180 50, Ff F1,00M
ARXION, APP FAMILY FM,
MV 13PFM W/ 2
PATHV00M5
Project Nome and Address
M p". 1 5IJ5 6UfI � F FT z
2202 5, FVFF6FTFN
5ANfA ANA, CA
114/ 540-�660
Project Sheet
Date
I Of
Scale
MN
18"X24" 12"X6" SCREENED
ivo H FOUNDATION FOUNDATION VENT E L E V SCALE- 1/4 1 ACCESS (TYP.)
R.L
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. . . . .STUCCO TO j f
MATCH (E)
. . . . . . . SVR'
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EM
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SOUTH ELEV. SCALE- 1/41t= it
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41 14
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MATCH (E)
FOUNDATION
SFR
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r
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r r 12"X6" SCREENED
WEST ELEV. SCALE- 1/411= it FOUNDATION VENT
(TYP.)
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TOP
W.L
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F.G
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FOOT'G
W/POREROCK
(TYP.)
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12
. F
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" N A SCALE- 1/4 1
FOUNDATION PLAN SCALE- 1/411= it
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FTF.T.D W/ 1.11 Yl it Y-Alf /I 61f
714 285 1121
2017 W, Atco Ave.
Santa Ana
Ca.(if or-rlia 92703
No. Revision/issue Date
Firm
Firm Nome and Address
-780 5Q, Ff Foom
APPITION, APP FAMLY FM,
MTP\ 13MM W/ 2
13ATHFOOM5
FProject Nome and Address
MR6 CA15UMPTTZ
2202 5, MF\(/4PTFN
5ANTA AA, CA
114/ 540-�660
C:'
O O O
l -�
PLAN
SCALE- 1/411= it
___,___FRAM'G
ROOF'G M-ATERIAL
40t SHEATR WALL - 3/8" PLYW'D W/ 8
d* 0
6ff 1 i ' % i
FIELD (TYP..)
STRUCTURAL NOTES
CONCRETE
1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR
WEIGHT HARD ROCK TYPE (150 #/CU. FT.>. AGGREGATES SHALL
BE NATURAL SAND AND ROCK CONFORMING TO ASTM C-33 WITH PROVEN
SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05
2. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE
WITH ASTM C-94. PLACEMENT OF CONCRETE SHALL CONFORM TO
ACI 301,
3. CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE I,
OR II LOW ALKALL CONFORMING TO ASTM C-150.
4. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT AGE OF
28 DAYS FOR:
FOOTINGS 2500 PSI
SLAB ON GRADE 2500 PSI
SIDE WALKS 2000 PSI
5. MAXIMUM SLUMP SHALL NOT EXCEED 4'
6. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A
MINIMUM OF 5 DAYS AFTER PLACEMENT. ALTERNATIVE METHODS
WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE
ASSURED.
7.ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER
INSERTS SHALL BE SECURELY FASTENED IN THE FORMS BEFORE
CONCRETE IS POURED, ADEQUATE CLEANOUTS SHALL BE PROVIDED
IN BOTTOM OF CONCRETE FORMS FOR PROPER CLEANOUT AND
INSPECTION.
8. VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE
GENERAL PROVISIONS OUTLINED IN PORTLAND CEMENT ASSOCIATION
SPECIFICATIONS ST-26.
9. EXPOSED CORNERS OF COLUMNS, BEAM, WALL, ETC, SHALL
BE FORMED WITH 3/4 ' CHAMFERS UNLESS DETAILED OTHERWISE.
10.CONCRETE CONTRACTOR SHALL SUBMIT PROPOSED CONCRETE
DESIGN MIX TO THE ARCHITECT AND ENGINEER OF RECORD, PRIOR TO
STARTING THE WORK.
11-NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE
IN EXCESS OF 95° F.
12. WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH +2.
GENERAL NOTES
4X4 POST WHERE OCCURS
W/ ST6215 EA, SIDE
FLR. SHEATING PER
PLAN 0/ 2X6 F. J. @
16' O. C. W/ R-19 INS
J- 2-2X BLK' G
4- 06 GIRDER
5- A-35 EA. SIDE
6- 8" X 8' X2' P. T. PLATE
W/ 5/8 ' DIA A, , B.
7- CONC, PIER
CONCRETE PIER I 2
4'-0- L4I N. LAP
(8) 16d @ MIN. &
LAP TOP PLT. 16d @ 16' 0. C.
@ ST MAX
4X4
HDR.
MIN.
16d
0. C.
NAIL
2X T
KING
@ JA
(2>
EA.
TO P
2) 16d / STUD
IITO 2X SILL
AA
PROVIDE 1X6 LET -IN
BRAC' G ( IF NO SHEAR
WALLS OCCUR) @ 60
MAX. @ 45 MIN. W!
(3) 8d EA. END & EA.
STUD BRACE EA.
CORNER @ 25' 0. C. MAX.
PROVIDE 2X FIRE
BLOCK WHERE WALLS
EXCEED 10' H. & AT ALL
CL'G & SOFFIT LINES
2X STUDS
@ 16' 0. C.
2X P. T. D. F. SILL PLT.
W/ 5/8 ' DIA. ANCHOR
BOLTS W/
PROVIDE A. B.
@ 6' -0' D.C. & 4 1/2,
MIN. / 12' MAX. FRM,
c T 1 1 cnin
EXTERIOR BEARING WALL
M
I f 2" min
1- 2X STUD WALL PER PLAN
2- 2X4 PLT.
18" CLp 3- SHEAR WALL WHERE OCCURS
4- 2X BLK' G OR
RIM JST.
5- 1' PLYW' D SHEAT' G PER
PLAN 0/ 2X FLR. JST,
PER PLAN W/ R-19 INS.
6- MUDSCREED AT EXT. MALLS
7- A-35 @ 16' 0. C.
10 8- 2X4 P. T. D. F MUDS I LL W/ A. B.
PER PLAN W/ 2 1/2 'X2 1/2
X 3/16 ' THK. PLATE WASHER
9- CONCRETE FTN'G PER PLAN
10- (2> #4 REBAR TOP & BOT.
EXTERIOR FOOTING I 1
1- ROOF SHT'G 0/ 2X ROOF RFTR.
PER PLAN (1X6 STARTER BOARD
-SHIPLAP- AT EXPOSED EAVES)
2- B. N.
3- (3) - 16d @ RFTR. TIE
4- 2X BLK'G W/ A-35 @
16' 0. C.. U. N. 0.
5- 2X CEILING JST.
PER PLAN
6- DBL TOP PLATE PER PLAN
7- 2X STUDS @ 16' 0. C.
OR WD. BM. PER PLAN
8- SHEAR WALL PER PLAN
WHERE OCCURS
SEE SHEAR WALL SCHED.
FOR SHEAR TRANSFER @
SHEAR WALLS
SHEAR TRANSFER �
AT EAVE 1'=1,-O+
RE I NF ORC I NG STEEL
PLYWOOD
LUMBER
1.
REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED
1. PLYWOOD SHEETS SHALL BE CDX CONFORMING TO PS 1-95 AND
1.
ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR CONFORMING
BARS AS FOLLOWS:
SHALL BE STAMPED WITH THE DRPA GRADE OF THE AMER I CAN
TO DIVISION 23 (1997 U. B. C. >
FOOTING, SLAB ON GRADE,
PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE ON THE PLANS.
2.
RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO. UNLESS
MASONRY, AND BENT DOWELS, TIES
2. EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SQ. FT. WITH A
OTHERWISE NOTED
#3 BAR AND SMALLER ASTM A-615 GRADE 40
MINIMUM DIMENSION OF 2 FEET.
GRADE
#4 BAR AND LARGER ASTM A-615 GRADE 60
3. SEE FRAMING PLAN FOR DIAPHRAGM NAILING SCHEDULE. NAILING
3.
JOIST, PURLINS 2' TO 4' WIDE, 6' & DEEPER NO.1
2.
DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH
SHALL BE INSPECTED AND APPROVED BEFORE COVERING.
BEAMS, PURLINS OVER 4' WIDE NO.1
6' NO.1
ASTM A-305 AND BENDING IN ACCORDANCE WITH ACI 318-95.
SUBPURLINS 2' TO 4' WIDE, & DEEPER
LEDGERS
3.
MINIMUM CONCRETE COVER OVER REINFORCING REBAR FOR =
STUDS 2" x 4" OR 3" x 4" STUDS
STUD
(EXCEPT AS NOTED OTHERWISE)
F'O U N � A T I O N NOTES
POSTS 5" x 5" AND LARGER NOO.1
NOT EXPOSED TO WEATHER OR EARTH 1'
SILLS, PLATES AND BLOCKING NO.2
EXPOSED TO WEATHER 1 1/2'
1. FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE
4.
SILLS AND PLATES IS CONTACT WITH CONCRETE OR MASONRY AND
EXPOSED TO EARTH 2'
SOIL BEARING PRESSURE PER 1997 UNIFORM BUILDING CODE SHALL
WITHIN 48' OF GROUND SHALL BE PRESSURE TRESTED DOUGLAS FIR
PILASTER, BEAM & COLUMN TIES 1 1/2 '
BE AS FOLLOWS+
(PTDF), SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 5/8'
FORMED FOOTING AND WALE EXPOSED TO EARTH 2w
DIAMETER x 10' BOLTS AT 48' ON CENTER, 12' MINIMUM FROM
UNFORMED FOOTING AND WALL EXPOSED TO EARTH 3
CONTINUOUS FOOTING = 1000 P.S.F.
ENDS OR 2 BOLTS MINIMUM PER PIECE, UNLESS NOTED OTHERWISE.
SLAB ON GRADE 2'
ISOLATED FOOTING = 1000 P.S.F.
5.
STUD WALLS ABUTTING A CONCRETE OR MASONRY WALL SHALL BE
4.
SPLICE IN CONCRETE_
BOLTED TO THE WALL WITH 5/8' ANCHOR BOLTS AT 24' ON CENTER.
MINIMUM OF 36 BAR DIAMETER OR 12' WHICHEVER IS GREATER.
2. ALL FOOTINGS SHALL_ BE FOUNDED ON OR BELOW FIRM
6.
ALL NON BEARING STUD WALLS SHALL BE 2 x STUDS AT 16 O. C.
UNDISTURBED NATURAL SOIL, OR APPROVED COMPACTED FILL AND
WITH 5/8 ' GYP. BOARD EACH SIDE, UNLESS OTHERWISE NOTED.
5,
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND 1-82.
ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE.
7.
ALL STUD WALLS SHALL HAVE FULL HEIGHT 1 x 6 DIAGONAL
3. ALL FOOTING SHALL BE CENTERED ON PILASTER AND/OR WALL AND
LET -IN BRACES AT ENDS AT INTERVALS NOT EXCEEDING 25 FT.
6.
ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS
COLUMN UNLESS OTHERWISE NOTED.
D.C. UNLESS OTHERWISE NOTED ON PLANS. BRACES SHALL COVER A
OF ACI 318-95.
MINIMUM OF SIX STUD SPACES.
7.
ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC.
4, FINISH FLOOR (F.F.) EXCAVATION SHALL BE AS NOTED ON GRADING
8.
COMMON NAILS SHALL BE USED.
SHALL BE SECURED IN PLACE PRIOR TO PLACING ANY CONCRETE
PLANS.
9.
FIRE BLOCKING 2 x 1 1/2 ' THICK, SHALL BE PLACED IN STUD
OR GROUT.
5. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION
WALLS AT CEILING AND FLOOR LEVELS, AT EACH 10' HEIGHT OF
8.
ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS
PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ANY
STUDS, AND BETWEEN STAIR STRINGERS AT SUPPORTS.
OF ASTM A-615 GRADE 60.
ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN
10.
JOISTS SHALL BE BLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED
9.
ALL REINFORCING BAR BENDS SHALL BE MADE COLD.
ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY
AT INTERVALS OF 8' WHERE JOISTS ARE 2 x 12 OR DEEPER.
ORDINANCES.
10.
ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL
11.
MAXIMUM UNSUPPORTED HEIGHT FOR NON -BEARING PARTITION SHALL
SCALE OR ANY OTHER FOREIGN MATERIAL WHICH MAY AFFECT THE
6, ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON
BE t 2 x 4 @ 16' D.C. UP TO 14'-0'
BARS ABILITY TO BOND TO THE MORTAR.
DRAWINGS, DETAILS, AND/OR SCHEDULES.
2 x 6 @ 16' 0. C. UP TO 20'-0'
11.
REINFORCEMENT THAT IS PARTIALLY EMBEDDED IN CONCRETE SHALL
7. ALL FOOTINS AND PIERS SHALL BE CENTERED UNDER THE BUILDING
2 x 8 @ 16' 0. C. UP TO 26'-0'
NOT BE FIELD BENT EXCEPT AS SPECIFICALLY DETAILED IN THESE
COLUMNS. (U. N. 0. >
12,
PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
DRAWINGS OR WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD.
13.
BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1/32' AND A
12,
ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS
8. ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS
MAXIMUM 1/16 LARGER THAN THE BOLT DIAMETER.
ON THE DRAWINGS. WHERE LAP AND/OR SPLICE LOCATIONS ARE
SHALL BE REMOVED AND RELOCATED,
NOT SPECIFICALLY INDICATED, PROVIDE CLASS 'C' SPLICE PER
9. ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF
SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY SHOWN ON
THE FOOTING, (THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING,
SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE
BASED ON A 2 HORIZONTAL TO 1 VERTICAL SLOPE), SHALL BE SLEEVED
FABRICATION.
THROUGH CONCRETE CAST -IN -PLACE AT THE FOUNDATION POUR.
13.
PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE
10. FOUNDATION MAY BE SUBJECT TO STRUCTURAL REVISION IN THE FIELD
MANUAL OF STANDARD PRACTICE FOR REINFORCING CONCRETE
DUE TO POSSIBLE VARYING SUBSURFACE CONDITIONS.
CONSTRUCTION, BY WCRSI.
14.
CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE
LESS THAN 1', NOR 1 BAR DIA., NOR 1x MAX. AGGREGATE SIZE.
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST
LAYER, MIN. DISTANCE BETWEEN LAYERS = 1'.
1. ALL WORK SHALL BE DONE IN ACCORDANCE W/ THE 2001 -
CBC, PLUMBING AND MECHANICAL CODES,
THE CEC AND LOCAL ORDINANCES.
2.. VERIFY ALL. DIMENSIONS, D❑ 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-B-1. CBC
General Notes
714 / 885 1121
8017 W. Alco Ave.
Santa Ana
California 92703
mucielal@msn.com
No. I Revision/Issue 1 Date
Firm Name and Address
760 5Q, Ff F00N1
AMMON. APP FAMLY W,
MT WN W/2
MTHFOOM5
Project Name and Address
mr,"15U5 6U11FFp1FZ
2202 5, FVH\6FTFN
5ANfA ANA, CA
7141 5MO-�660
Project
Sheet
Ego