HomeMy WebLinkAbout10149211.pdfPLAN
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ANALYSIS AREA
(E) SFR
983 S.F.
(E) GARAGE
455 S.F.
(N) ADDITION
270 S.F.
(N) PORCH
301 S.F.
TOTAL AREA
2,009 S.F.
LOT AREA
8,339 S.F.
LOT COVERAGE
24%
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001
C.B.C. PLUMBING AND MECHANICAL CODES, THE C.E.C. AND
LOCAL ORDINANCES.
2. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.
3. IT SHALL BE THE RIESPONSABILITY 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 23-11-8-1 C.B.C.
5, THE MANUFACTURED WINDOWS SHALL HAVE A LABEL
ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION
RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH
THE ENERGY CALCULATIONS.
PLUMBING NOTES
S. ALL PLUMBING WALLS TO BE 2" x 6"
7. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A
MINIMUM OF 8" .WIDE AND NO "FLAT' STUDS PERMITTED.
STAGGERED STUDS ARE ACCEPTABLE.
8, SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED
TO A HEIGHT OF 70" ABOVE THE DRAIN INLET OF THE
SHOWER OR TUBISHOWER COMBINATION, MATERIALS
SHALL BE OF A TYPE NOT ADVERSELY AFFECTED BY
MOISTURE.
S. GLASS ENCLOSURE DOORS AND PANELS MUST BE
LABELED CATEGORY 11. NET AREA OF SHOWER RECEPTOR
SMALL BE NO LESS THAN 1024 SO IN OF FLOOR AREA, AND
ENCOMPASS 30"DIAMETER CIRCLE.
10. ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE
NOT LESS THAN 30" WIDTH AND HAVE 24" MIN. CLEARANCE
IN FRONT OF THE STOOL
11. FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL
FAN S AIR CHANGES PER HOUR.
12. 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 113 OF THE TANK).
13. ALL NEW WATER CLOSETS WISH USE NO MORE THAN 1.6
GALLONS PER FLUSH.
ELECTRIC NOTES
14. 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.
16. GROUND -FAULT CIRCUIT INTERRUPTER (GFI) 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
17. THE CONTRACTOR SHALL PROVIDE ANY SHORING AND/OR
BRACING TO THE EXISTING STRUCTURE WICH MAY BE
REQUIRED DURING CONSTRUCTION.
18. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE
SHOWN ON THE PLANS AND SHALL NOT EXCEED CBC
SECTION 2320.8.3 ALLOWANCES.
19. NOTCHING OF EXTERIOR AND BEARING/NONBEARING
WALLS SHALL NOT EXCEED 250/o/40% 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 6/8" TO THE
EDGE OF THE STUD (2320.11.9 AND 2320.11.10)
20. 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)
21. USE SIMPSON ST 6224 TO TIE-IN TO EXISTING TOP PLATES.
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ALL LEGEND
MIMM NEW WALLS
EXISTING WALLS TO REMAIN
--- vXISTING WALLS TO REMOVE
s / Z.x(� PLUMbi6 WAIL.
TITLE 24 SUMMARY
ENERGY (TITLE 24) REQUIREMENTS
INSULATION EXT WALLS: R-13
SUBFLOOR : R-19
ATTIC: R-30
FENESTRATION FENESTRATION: U-FACTOR= .75 max
SHGC= .40 max
A/C EFFICIENCY N/A
RADIANT BARRIER EMISSIVITY LESS OR EQUAL TO 0.05
INSTALLED TO COVER ROOF RAFTERS AND
GABLE ENDS WALLS AT ATTICS
• ALTERNATE FOR TXV OR / SEAL DUCTS
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ACCEPTED FOR CONSTRUCTION
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SEPARATE PERMITS ARE IIRED FOR
..
ELECTRICAL, PLUMBING & MECHANICAL L$,._
We t Of plans and s 0oifioa i0nu MUO be kept on the job ,
_
t all timas andit is unlawtui to I a e any charges or
51-17'1°f
afterations on, same without written por ission front the
City of Santa Ana,A
The acceptance of this plan and specifications SHALL NOT
e held to permit nor be an approval of the violation Of an I
provisions of ANY Cif Ordinance or State Law.
I.A. NI f ,
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AccaLled By
(714)€-57 Z1 ..
CITY OF SAi TA $ m A
SUBJ;LC"'.T T() t � � � 7-,1. f ,V:
Dato 18sy
LEGEND
� BATTERY OPERATED
9V =' 5t^SOKE DETECTOR
CE-LL',NG MOUNTED LIG--W.-
HCV OUTL5 T
REOVIVSD
GFi GROUND FAULT iNTEtRRUPTCR
NOTE
MAY 0 2 Z0051
SMOKE DETECTOR
PROvIZ)E SMOKE D_TECTORS IN EACH BEDROOM
AND CORRIDOR OR HALLWAY ACCE951NG 5UCI-4
BEDROOM5 PER 5ECTiON 310.9.13 A 3IO.S.IQ
200i CBC. 5.D IN EXI5TING BEDROOM&
MAY BE BATTERY POWERED ONLY
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MACIELALOMSN.COM
REVISIONS
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woman
OWNER:
MR
RIVERIANO FLO
714/740.1264
DESCRIPTION OF JOB
(E) UNPERMITTED RM ADD-N TO
LEGALIZE 270 SQ FT, (N) FAM RM
W/ ONE BATHRM AND 301 SQ FT
(N) COV-D PATIO,
0 RAW IV
CHECKED
DATE
SCALE
JOB NO.
SHEET
PRINTED ON CLEARPRINT 100OH-
L.0
STRUCTURAL NOTES.
CONCRETE GRADE
I � ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK JOIST, PURUNS 2-TO4-WIDE, 6& DEEPER No, I
BEAMS, PURUNS OVER 4" WIDE No. 1
TYPE(150'CU FT)AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM
0-33 WITH PROVEN SHRINK AGE CHARACTERIStTC$ OF LESS THAN 0.05 SUBPURUNS 2" TO 4" WIDE, 6 & DEEPER No, I
2:READY Mix CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C LEDGERS No, 2 STUDS T'x 4"OR 3'x 4" STUDS
94 PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301. STUDS 2" x 6" No. I
POSTS S"xS"AND LARGER No. I
3, CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR BLOW ALKALL SILLS, PLATE$ AND BLOCKING No. 2
-ro P_ loll— CONFORMING TO ASTM C-150. 4.. SILLS AND Pi IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48- OF
4.- MINIMUM COMPRESSIVE $TRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR: 'BILLS SHALL BE BOLTED TO
GROUND, SHALL BE PRESSURE TRESTED DOUGLAS FIR {ATOP)
-SIT DIAMETER x 19' LONG BOLTS AT 4W ON CENTER " THE FOUNDATION WITH
FOOTINGS 2.500 PSI
FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED, 12MINIMUM
SLAB OR GRADE 2.500 PSI
i WITH 50ANCHOR BOLTS AT 24" D/C,
6.- MAXIMUM SLUMP SHALL NOT EXCEEDV.
V
. 6 CONCRETE SHAH BE MAINTAINED IN A MOST CONDITION FOR A MINIMUM OF 5 DAYS 6�- ALL NON BEARING STUD WALLS, SHALL BE 2" x STUDS AT 16'0/0 WITH 5/8" GYP. BOARD
EACH SIDE, UNLESS OTHERWISE NOTED. , AFTER PLACEMENT. ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY
PERFORMANCE CAN BE ASSURED. 7.- ALL STUD WALLS SHALL HAVE FULL HEIGHT Vx 6" DIAGONAL LEFT -IN BRACES AT ENDS
AT INTERVALS NOT EXCEEDING 25 FEET OIC UNLESS OTHERWISE NOTED ON PLANS, BRACES
SHALL COVER A MINIMUM OF SIX STUD SPACES.
7.- ALL REINFORCING STEEL ANCHOR BOLTS, DOli 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 8.- COMMON NAILS SHALL BE USED.
CLEANOUT AND INSPECTION.
8.. V113RATION 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 1 Y HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT SUPPORTS.
OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-26.
10,- JOISTS SHALL BE BNLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS
S.- EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC., SHALL BE FORMED WITH % "
OF 8'WHERE JOISTS ARE 2" x 12"OR DEEPER.
CHAMFERS UNLESS DETAILED OTHERWISE.
A 11 ,- MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE:
10.- CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO THE
Z'xV'@ W O/C UP TO 14'-T
ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK, 2" x 6"@ 16'01C UP TO 20%0"
fist I I.- NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 95 * F. 2"x 8@ 16'01C UP TO 26'-0"
12.- WIRE MESH LAP (ENO & SIDE) SHALL BE ONE FULL MESH -2 12-- PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
13: BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1132" AND A MAXIMUM Ifli
PLYWOOD LARGER THAN THE BOLT DIAMETER.
F_ X IS T 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:,
ON
2, EACH SHEET SHALL HAVE A MINIMUM AREA OF 6 SQ, FT, WITH A MINIMUM DIMENSION OF FOOTING, SLAB # 3 BAR AND SMALGRADE, MASONRY AND SENT LER ASTM A-615GRADE40 DOWELLS,TIES:
2 FEET. # 4 BAR AND LARGER ASTM A-616GRADE 60
3.- SEE FRAMING PLAN FOR DIAPHRAGM ' M NAILING SHEDULE, NAILING SHALL BE INSPECTED 2.- DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-305 AND
SC=1/4i
AND APPROVED BEFORE COVERING. BENDING IN ACCORDANCE WITH ACI-31 a,95.
NORTH ELEVATION =1
FOUNDATION NOTES 3.- MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR:
(EXCEPT AS NOTED OTHERWISE)
1, FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOIL BEARING NOT EXPOSED TO WEATHER OR EARTH 1
PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS: EXPOSED TO WEATHER I
EXPOSED TO EARTH 2"
CONTINUOUS FOOTING 1,0W P.S.F. PILASTER, BEAM & COLUMN TIES I y.11
ISOLATED FOOTING 1,000 P.S.R FORMED FOOTING AND WALL EXPOSED TO EARTH 2'
UNIFORMED FOOTING AND WALL,EXPOSED TO EARTH a.
2, ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL OR SLAB ON GRADE 2"
RI APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE. 4- SPLICE IN CONCRETE:
&- ALL FOOTING SHALL BE CENTERED ON PLASTER AND/OR WALL AND COLUMN UNLESS MINIMUM OF 36 BAR DIAMETER OR ITWICHEVER IS GREATER.
OTHERWISE NOTED. 5, 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 7.-ALL 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.
rk�l 8.- ALL REINFORCING STEEL SHALL CONFORM TO I THE REQUIREMENTS OF ASTM A-615
&- ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS GRADE Si
AND/OR SHEDULES.
TOF 9.- ALL REINFORCING BAR BENDS SHALL BE MADE COLD.
7, ALL FOOTINGS AND PIERSSHALL BE CENTERED UNDER THE BUILDING COLUMNS (U.N.0)
10: ALL REINFORCING BARS SHALL 8E FREE FROM GREASE, RUST, MILL SCALE OR ANY
ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE MORTAR.
BE REMOVED AND RELOCATED.
I I .- REINFORCEMENT THAT IS PARTIALLY EMBEDED IN CONCRETE SHALL NOT BE FIELD BENT
9, ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTING EXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE WRITTEN
(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-INPLACE AT THE
FOUNDATION POUR. 12.-ALL 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,
--------- 4- LUMBER 13,- PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF
STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BY WORST.
fib 1: ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO DIVISION S
23 (2001 C.B.C). 14.. CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN 1" NOR I
BAR DIA NOR IxMAX AGRAGATE SIZE.
2, RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR*NO. UNLESS OTHERWISE NOTED. SAR$ IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE
BETWEEN LAYERS 1".
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OWNER:
MR
RIVERIANO FLORES
714/740-1264
DESCRIPTION OF JOB
(E) UNPERMITTED RM AOWN TO
LEGALIZE 270 SQ FT, (N) FAM RM
W/ ONE BATHRM AND 301 SQ FT
(N) COWD PATIO.
PRINTED ON CLEARPRINT 1000H-
2 4
ACE
..----(3) 16d E.N.
T YP.
RIM'R
STUDS
B
(2) 16d E.N.
TO 2X SILL
TYP.
d T. N. 0
DE STUD
L
---------------------
7-wo 11"m
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EXi5T1NG STAB NEW SLAB
4 12"
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A A 'AOJ�r_ rLA
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CALIF. FRAM'G
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USE SIMPSON SF Epoxy OR TRUSS 2 X R/R DRILL 9/1 6"MIN #4 REBAR,
ICBO* ER5279 OR R.k 25279 T/C HOLE FILL W/EPDXY DOWELS 0
GROUT & INSERT DOWEL NO SPECIAL INSPECTION 24"O.C.
NATE- USE 1/2 IS REQ'D. FOR EPDXY IN
I ."
ALTER
REDHEADS & THRD'9 ROD THIS APPLICAWN.
1. SIMPSON HD HOLDOWN
PER PLAN TO 4X PST W/
. ...... AT SLABS 7
I... A ,
z 2. EXISTING CONC. FOO=
E.N. ! c� __i1111. TING REBAR DOWELS
z
DRILL SLANT HOLES N�, SAME SIZE & EXIST G
-�6'F 1/16- OVER DIA 0
6:;;4 X , " 11 A,P rl <
O. 3, DRILL HOLE '/16" LARGE R EXTEND RF. )(Y SPACING AS
BAR FILL W/EPo
m n SHT'G. TO WALL. GROUT 6- 24*MIN FOOTINGS
4. THREADED ROL) W/ EPDXY Er (ell
tlnrl AQAC,
HOLD-
ANCHOR
EMBED
EDGE
LOAD
OWN
DIA,
DEPTH
DISI.
CAP
HD2A
12
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HD5A
4
7466
THAN BOLT DIA.
'Y4 MIN, 2 X BLK'G.
L NOTES;
Z
0
A'A
7*1�
A.SPECIAL iNSPECijON REQUiREU
B, DRILL HOLES PER MANUF.SPECS.
AT FOOTINGS.
C. A307 THREATED RODS W/ SIMPSON
SET EPDXY ICBO o5279
DOWELS 0
INDICATED EMBEDMENT INTO
CONCRETE TO BE MAINIAINED 0
AT RAISED FLOOR FOUNDATIONS
17 HOLwDWN AT EXISTING FTN'G 13
w
RIDGE PER PLAN J
4'-0" MIN, LAP
(2) 16d STUD
L,>eF,
15 K_
n SIMP. TS 22
LAP 100 PLT. 16d 0 16" O.C.
0 Sl UD MAX HIP PER PLAN Z
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HDR.
MIN,
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16d 0
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AT EACH bRt�CE f NAIL
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0 JAI
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VIAN L-k-
PROVIDE IX6 LET -AN
HRAC'G (IF NO SHEAR
WALLS OCCUR) 0 60
MAX.@ 45, MIN, W/
(3) 8d EA, END & EA, PLAN ELEV,
STUD BRACE EA.
CORNER 0 25'O.C. MAX, A
PROVIDE* 2X FIRE -7- A
BLOCK WHERE WALLS
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EXCEED 10'H. & AT ALL
CL'G & SOFFIT LINES
STUDS s z
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BOLTS W1 7" EMBEWT
PER FOUNDATION PLAN. TYP. HRC 0 END OF RIDGE HRC 0 TRUSS
PROVIDE A. B. 2
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01
MIN, / 12" MAX. FRM_ c c
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EXTERIOR BEARING WALL
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FRAMING
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SPAN
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24"
24*
24"
20
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34
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LAWS COCKIE SU SW SIOU BE gVX 4X Posh' SUE OR
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BORING Ir W FOR =t Bout
BORE DIA.
MIN, WE FOR RKM FOLMUM USE SSIB FOR M PO SOW
AND WW WLT IMID SU PLATE AM RM SHFAT1114
FRACTION 2XIO 2X12 2X14 WN
HOLDO
OF JOIST 2X6 2X8
2001 CBC
21
SECTION 23210-8.3
0/3 111. /4 2,'/t 3" 3:Y4" 4!/j"._
15 BORED OR NOTCHED JOIST NTS
PER PLAN
W/4-16 NAILS 2 X SHAPED BLK'G
BORED HOLES MAX 40/ OF STUD
END
WIDTH Q BEARING WALL.S,60/ MAX.
0 NON -BEARING WALLS.
RIR PLYWD, SHT'G.
MIN.:... PEA PLAN PER PLAN
NOTCHES- MAX, DEP'TH 25Y Of- STUD
-
WIDTH 0 BEARING WALLS, 40/ MAX,
0 NON HEARING W Al_ L S B.N.
0
S V UD
E.N.
'A35" 16' O.C.
U.N.O.
FASCIA
DBL. TOP PLATE BOARD
FRACTION
OF STUD 2X4 2X6 2X8 NOTE; NOTCH & BOK
NOr TO OCCUR ON SAME WALL FINISH
25/ D STUD WITHIN 36" OF
n PER PLAN
EACH OTHER.
40Z D 21/a" 2 X STUDS e 16' O.C.
60/ D 2 31/4" 41/4"
2001 CBC
'AOL SECTION 2320.11.9- 2320,11-10 _,,---SHEAR WALL,
AVwl WHERE OCCURS
(SEE FRAMING
PLAN>
0! *w*411tv"_
7
16
20BORED OR, NOTCHED STUDS NTS 12
V�
A rl a e, L m I c,'ll e, 1
714 285 It 2 1
2017 W. ALCo Ave.
SANTA ANA
CALIFORNIA 92703
MACIELAIL01MISN-COM
REVISIONS
I , tit I(el 0,
SITE:
OWNER:
MR
RIVERIANO FLORES
7141740-1264
DESCRIPTION OF JOB
(E' ) UNPERMITTED RM ADD'N TO
DRAWN:
CHECKED:
DATE:
JOB NO;
SDwl
IN
" L Olt
0
zo tl 5�
R
4/_ 4 //
FOUNDATION NOTES
L FLOOR SHEATHING
USE 3/4 " STRUCTURAL It C-D OR C-C
PLYWOOD. MINIMUM PANEL INDEX NUMBER
(40/20) T4G, W/ 10d NAILS a (o" O.C. SUPPORTED
EDGES AND Iod -a 10" O.C, IN THE FIELD
(UNBLOCKED U.N.O.)
FACE GRAIN OF PLYWOOD SHALL BE PERP.
TO SUPPORTS
2. EX15ITNG 12"XI2' CONC. FTN'G
3. CONCRETE FOOTING. (12" W X 12" D W/
(1) 04 TOP it BOTTOM MIN.
4. 6" W CONC, CURB
5. 24" L. 04 RE5AR DOWELL 6" INTO EXISTING
FOOT'G TOP t BOT W/ SIMP. 'EPDXY"
(o. 12"X12" G.1 SCREENED FOUNDATION VENT
IV'>< 24" G.1- 5CREENDED FOUNDATION ACCESS
S. GIRDER POCKET OR HANGER
S. 18"X24" CRAWL SPACE
0
NOTES -
a.' -VERIFY HRDWR. LOCATION W/ FLR. PLAN
In. -HOLDOWN ANCHORS MUST BE TIED IN PLACE
PRIOR TO FOUNDATION INSPECTION.
c, -SURFACE WATER WILL DRAIN AWAY FROM aUILD'G.
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.
RAN5ET #3348, OR EQUIVALENT. AT 3a" O.C.,
UNLE55 OTHERWISE NOTED.
r. 5/8 11 DIA A. S. MAY BE REPLACED BY 5/8 " DIA
THREADED RODS W1 5 314 " EMBED. WITH
CIA -GEL 1000 EPDXY SYSTEM
1. C. B. O. ER. 484ro. (OR EQUIVALENT), AT THE
SAME SPACING. PER 2320.11.4 .r-BC
FOUNDATION PLAN SC=1/4=11-0"
LEGEND
EX15TING FOOT'G
NEW FOOT'G
ROOF SHEATING FOR COV'D PATIO:
1/2" PLYWOOD, CDX, 5 PLY EXTERIOR GLUE, W/ INDEX
32/16, T&G STRUCTURAL I I WITH 10 d g 10" o/c AT ,
SUPPORTED ENDS, AND 12" o/c ALONG INTERMEDIATE
FRAMING MEMBER
11"Lr' uF
.49F � �114 4jot,�) 5,q 04C j
"T
rrv-mvm,4u iiu i co
PROVIDE ROOF RADIANT BARRIER
. ROOF 5HEATHIN6 ZZ PER TITLE 24 AT ROOF SHEATHING
1.
" CDX PLYWOOD (32/16) OR 0615, UNBLOCKED
DIAPHRAGM. W1 NAILING -
ad -a ro" O.C. SUPPORTED ENDS 4 BOUNDARY
&d S 12" O.C. FIELD.
USE (a) 16d 6 TOP PLT. CHORD SPLICE W1 ST6224
(USE IXro SOLID SHEATHING OR A-C GRADE PLYWOOD
AT EAVES 4 OVERHANG)
2. PROVIDE 4X POST AT EACH END OF 4XI0 OR
LARGER MEMBERS, DOUBLE STUDS FOR 4X,5 SINGLE
STUD FOR 4Xro OR SMALLER MEMBERS
3. WHERE DOUBLE 2x SOLE PLATES ARE USED, PROVIDE
PROGRESSIVE NAILING.
4. ALL NAILS ARE COMMON NAILS.
5. ALL STUDS 's Imo" O.C. MAXIMUM.
ro. ALL LAG BOLTS (L5) TO BE 0" LONG INSTALLED
WITH PILOT HOLE AND WRENCH.
1. FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED
AT ALL EDGES OF ALL PLYW'D SHEETS IN SHEAR WALL,
8. ALL PLYWOOD PANELS SHALL BE
MANUFACTURED USING EXTERIOR GLUE.
g. 2 LAYERS OF 15# FELT SHALL BE USED AT
ALL STUCCO APPLIED OVER PLYWOOD.
ril 12
SD .
10. BEE DETAILS k,Sjr)j (z) ALLOWED BORING
AND NOTCHING OF STUDS AND JOISTS
II. SEE DET Q1 FOR TYP. EXTERIOR
WALL FRAMING
12. MIN. 2X6 STUDS ,0 Iro" O.C.
AT PLUMBING WALLS.
13. ROOF DIAPHRAGM NAILING TO BE INSPECTED
BEFORE COVERING. FACE GRAIN OF PLYWOOD
SHALL BE PERPENDICULAR TO, SUPPORTS
14. DOUBLE JOIST ARE REQUIRED UNDER PARALLEL
BEARING PARTITIONS
jl-- APPROVED CAP
+
4.4-
POST 5-8D NAILS,
%k EACH END
4"x BEAM
1"x6" KNEE
BRACE
L=5 /- 6 //
ROOF FRAM'G PLAN SC=1/4=1'-0w`
1/2 " C-D, C-C PLYW'D 5LKD.
W/ 10d -s .ro" O.C. EN. 4 12" O.C. FN.
2X P.T.D.F. SILL CONNECTION W1
5/8 " DIA. A.B. 6 32" O.C.
USE 5/a " DIA. THREADED RODS
CIA -GEL -1000 EPDXY OR EQUAL
(IC50 484ro) AT EX15T'G FOUNDATION.
TOP ANCHORAGE WITH A-35 6 Irv" OC,
ROOF SHEATING
1/2" CDX, 24/o INDEX PLY -WOOD W/ 8d COMMON NAILS
@ 6" EN/BN. 8d @ 10" o/c FIELD. PROVIDE ROOF
RADIANT BARRIER PER T-24 AT PLYWOOD UNDERSIDE
'ROOFING MATERIAL
'ASPHALT SHINGLE CLASS'B'OR BETTER TO MATCH
EXISTING S.F.R. W/ # 15 FELT UNDERLAYMENT
OWNER:
MR
RIVERIANO FLORES
7141740-1264
DESCRIPTION OF JOB
(E) UNPERMITTED RM ADD'N TO
LEGALIZE 270 SQ FT, (N) FAM RM
W1 ONE BATHRM AND 301 SQ FT
(N) COWD PATIO.
I
im
OPAWiY
CHECKS
00"
OAT
SCALE
JOB NO.
SHEET
m
OF SHEETS
PRINTED ON CLEARPRINT IOOON�