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1, 1
GENERAL
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001 C.B.,
PLUMBING r MECHANICAL CODES,AND LOCAL ORDINANCES
2. VERIFY ALL DIMENSIONS, DO NOT DRAWINGS.
CONFLICT3. IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR TO VERIFY A
EXISTING CONDITIONS ON THE SITE PRIOR TO COMMENCING WORK AND I
TO NOTIFY THE OWNER AT ONCE UPON DISCOVER OF ANY OMISSIONS 0
DRAWINGS.
4. ALL NAILING
6. THE iCOMPLYMANUFACTURED WINDOWS SHALL, ATTACHECERTIFIED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC) AN
COMPLIANCESHOWING A ; .
PLUMBING6. LIGHT AND VENTILATION PER C.B.C. SECTION 1202. MINIMUM OF 15 C.F.
OF OUTSIDE AIR PER OCCUPANT IS REQUIRED FOR VENTIXATON.
NOTES
PLUMBING7. ALL WALLS•
ACCEPTABLE.8. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A MINIMUM OF
WIDE AND NO "FLAT" STUDS PERMITTED. STAGGERED STUDS AR
AFFECTED9. SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED TO A HEIGHT 0
70" ABOVE THE DRAIN INLET OF THE SHOWER OR TUB/SHOWE-
COMBINATION, MATERIALS SHALL BE OF A TYPE NOT ADVERSEL
BY !
WATER10. GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELED CATEGORY
NET AREA OF SHOWER RECEPTOR SHALL BE NO LESS THAN 1024 SO. -IN. 0
FLOOR
AND ENCOMPASS 30" DIAMETER CIRCLE
11. ALL * _ LOCATED IN A CLEAR SPACE NOT
i" WIDTH AND HAVE 24" MIN. CLEARANCE IN FRONTSTOOL.
12. FOR EXHAUST VENTILATION - PROVIDE
HOUR.CHANGES PER
13. WATER HEATER TO BE BRACED TO RESIST SEISMIC FORCES, PROVIDE Trw
STRAPS (ONE STRAP AT TOP 113 OF THE TANK AND ONE STRAP AT BOTTO
113 OF
WATER14. CLOSETSAN y LOW FLUSH TYPE WITH 1.6 GALLON
DISHWASHER,MAXIMUM PER FLUSH.
15. CONTROL VALVE FOR SHOWER OR TUB -SHOWER SHALL BE OF TH
PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE.
16. PROVIDE DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM TH
QUICK CLOSING OF THE QUICK -ACTING VALVES FROM THE WASHER AN
RECEPTACLEELECTRIC NOTES
17. OUTLETS LOCATIONS; .. Art 210-62.:
1120 AMP. CIRCUIT DEDICATED TO EACH BATHROOM"
18. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT PROTECTION.
19. GROUND -FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION COMPLIES WIT
NEC Art. t "ALL 126 volt SINGLE PHASE, 16 AND
INSTALLEDRECEPTACLES IN BATHROOMS,GARAGES,
STRUCTURALOUTDOORS, KITCHEN COUNTERS AND AT WET BAR SINKS.
20. THE CONTRACTOR SHALL PROVIDE ANY SHORING ANDIOR BRACING TO TH
EXISTING STRUCTURE WICH MAY BE REQUIRED DURING CONSTRUCTION.
21. PERMISSIBLE t AND BORING OF i ARE TO BE S14OWNi
THE PLANS f SHALL NOT :. r CBC SECTIONl ALLOWANCES.
22. NOTCHING OF EXTERIOR AND BEARING/NONBEARING WALLS SHALL N
y t ' BORED HOLES I
BEARINGINONSEARING WALLS SHALL NOT EXCEED 400/6160
RESPECTIVELY. IN NO CASE SHALL THE EDGE OF BORED HOLI
NEARER THAN W811 TO THE EDGE OF THE STUD (2320,11.9 AND 2320.11.10)
HEADER AND TRIMMER DETAILS FOR DOORS AND WINDOWS ARE
TO ^. _.
SHOWN WITH THE FULL LENGTH TRIMMERS, SPECIFYING THE SIZE OF
HEADER AND 4
24. USE SIMPSON ST 6224 TO TO EXISTING TOPPLATES.
A-1=
PLOT AND FLOOR PLAN
A-2=
ELEVATIONS AND SECTION
S-1=
FOUNDATION AND FRAMING PLAN
SD-1=
STRUCTURAL DETAILS
T-24=
ENERGY CALCULATIONS
�.1nrg
WALL LEGEND
ELECTRIC LEGEND
LIGHT
REESES LIGHT
FLUOR LIGHT
OUTLET 110 VS
OUTLET 110V GFVWP
INTERRUPTOR
SMOKE DETECTOR
FAN SAIR CHANGES PER HOUR
EXISTING S.F.R.
EXISTING GARAGE
NEW PROPOSED ROOM ADDITION
TOTAL LOT RATIO
LOT SIZE
% LOT COVERAGE
(E) WALLS TO REMAIN
(N) WALLS
(E) WALLS TO REMOVE
1-01
Maria .r ir `
285
ASPHALT SHINGLE TO MATCH (E) S.F.R.
NORTH ELEVATION
ASPHALT SHINGLE TO MATCH (12) S.F.R.
EAST ELEVATION
ASPHALT SHINGLE TO MATCH (E) S.F.R.
WEST ELEVATION SC= 'y4"— I '-W'
T.O.P,
V.L.
00
CD co
y
M-
2"x 8" R.R. @ 16"ole
1.- ATTIC VENT
5511 x 18" = 495 Sq. In.
2
TOTAL VENTILATION PROVIDED 495 Sq. In.
L , 9 - * * I - a �
497 Sq. Ft /150 = 3.31 Sq. Ft. x 144 = 477 Sq. Ft. REQUIRED
12" x 6" FOUND. VENT = 72 Sq. In. Each
477/ 72 = 7 Vents
7 Vents. x 72 = 504 Sq. In. PROVIDED
TOTAL UNDER FLOOR VENTILATION PROVIDED = 504 Sq. In.
12 f
8
8
4 ) 1 12
DD-1
4
x 4" TIES @ 48" O/C OVER C.J.
MN MWMN
(12"x8"C.J. @ 16"o/c w/R-30INSUL(TYP)
Y2- DRYWALL INT., WALL&
CEILING
2" x 4" STUDS @ 16" o/c wl
R-13 INSUL(TYP)
77
7!
1 2"x6"F.J. @ 16"o/c w/R-19
)-1 INSUL (TYP)
E'l ;41621
V4' T&G PLYWOOD
x6"GIRDER_
ASPHALT SHINGLE TO MATCH (E) S.F.R.
PREPARED BY
A.
A
L UW
Marco A. Ahumada
11111 Barclay Dr.
Apt. 1
Phone
714 / 470-9162
Garden Grove, Ca
92841
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Owner:
Mrs. Maria Garibay
Ph # 714 648 - 0285
Description of Job:
497 Sq. Ft.
Room Addition
Relocate Existing
Bath # I to create
New Oppening,
New Mtr Bdrm w/
New Bath # 2,
Extend Existing
Bdrrn # 1
Sheet:
A
AVIL
- r •
EXISTING FOUNDATION
Va"diam x 12" L. A.B. @ 48" o1c, 7" min EMBED, 12" FROM ENDS,
MIN 2 PER FIELD, w/ 2" x 2" x ala" WASHERS (TYP)
ENISN. 8d 0 10- o1c FIELD. PROVIDE ROOF RADIANT
BARRIER PER T-24 AT • • ! UNDERSIDE
l_ •
FING MATERIAL
ROOF VALLEY FLASHING HAS TO BE
GALAVNIZED SHEET METAL (28 GAUGE min)
ROOF DIAPHRAGM NAILING TO BE
R.
BEFORE COVERING.OF • •
% " T&G PLYWOOD w/ 10d @ 6"oto EN/BN & 10d @ 10" o/o FIELD (P.I.=32/ 16)
NEW FOUNDATION PIPES, DUCTS AND OTHER NONSTRUCTURAL CONSTRUCTION SHALL NO
FOUNDATION NOTES:
DOUBLED s REQUIRED UNDER- - PARTITIONS
INTERFERE WITH ACCESSIBILITY TO OR ! i •.
COVERINGFOUNDATION ANCHOR BOLTS IN WALLS SHALL HAVE AN APPROVED PLATE
WASHER UNDER EACH NUT, THE NUTS SHALL BE TIGHTENED JUST PRIOR TO
HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED
PLATE WASHERS, HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING
THE WALL FRAMING
(E) 4030 AL SL (E) 6040 AL SL
r . w i PLAN
TOP PLATE
tV
9Y0�
Ko
Marco A. Ahurrada
11111 Barclay s r
r.
♦ p
Phone
• •.
Garden« _
92841
Mrs. Maria Garibay
r 4 648
STRUCTURAL NOTES
CONCRETE
1.- ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK
TYPE (160 = FT) AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO
ASTM C-33 WITH PROVEN SHRINK AGE CHARACTER ISITCS OF LESS THAN 0.06%.
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 V OR BLOW ALKALL
CONFORMING TO ASTM C-1 50.
4.- MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR:
FOOTINGS 2,500 PSI
SLAB OR GRADE 2,600 PSI
SIDEWALKS 2,000 PSI
S.- MAXIMUM SLUMP SHALL NOT EXCEED 4".
S.- CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS
AFTER PLACEMENT. ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY
PERFORMANCE CAN BE ASSURED.
7.- ALL REINFORCING STEEL ANCHOR BOLTS, DOWELLS 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, BEAMS, WALLS, ETC,, SHALL BE FORMED WITH %
CHAMFERS UNLESS DETAILED OTHERWISE.
10.- CONCRETE CONTRACTOR SHALL BE 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 M ESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2
PI.M90)
I.- PLYWOOD SHEETS SHALL BE CDX CONFORMING TO PS 1-96 AND SHALL BE STAMPED
WITH THE ORPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED
OTHERWISE ON THE PLANS.
2.- EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SO. FT_ WITH A MINIMUM DIMENSION
OF 2 FEET.
3.- SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL BE INSPECTED
AND APPROVED BEFORE COVERING.
FOUNDATION NOTES
I.- FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOIL BEARING
PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS:
CONTINUOUS FOOTING 1,000 P.S.F.
ISOLATED FOOTING 1,000 P.S.F.
2,- ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL
OR APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED
OTHERWISE,
3.- ALL FOOTING SHALL BE CENTERED ON PLASTER AND/OR WALL AND COLUMN UNLESS
OTHERWISE NOTED.
4.- FINISH FLOOR (F.F) EXCAVATION SHALL BE AS NOTED ON GRADING PLANS.
S.- THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION
PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ANY ADJACENT
PROPERTY STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL,
STATE AND LOCAL SAFETY ORDINANCES.
6.- ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS
AND/OR SHEDULES.
7.- ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS
(U.N.O.)
8- ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS
SHALL BE REMOVED AND RELOCATED,
9.- ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE
FOOTING (THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2
HORIZONTAL TO I VERTICAL SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CAST -IN -
PLACE AT THE FOUNDATION POUR,
10.- FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE
POSSIBLE VARYING SUBSURFACE CONDITIONS.
LUMBER
I.- ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO
DIVISION 23 (2001 C.S.C).
2.- RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO. UNLESS OTHERWISE NOTED.
3.- GRADE
JOIST, PURLINS 2" TO 4- WIDE, 6 & DEEPER No, i
BEAMS, PURLINS OVER 4" WIDE No, I
SUBPURLINS 2" TO 4- WIDE, 6 &DEEPER No. i
LEDGERS No. 2
STUDS 2' x 4" OR 3"x 4" STUDS
STUDS 2'x 6" No. I
POSTS 5"x 5" AND LARGER No. I
SILLS, PLATES AND BLOCKING No.2
4.- SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48" OF
GROUND, SHALL BE PRESSURE TREATED DOUGLAS FIR (PTDF) SILLS SHALL BE BOLTED
TO THE FOUNDATION WITH 5/8' DIAMETER x 10" LONG BOLTS AT 48" ON CENTER 12"
MINIMUM FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED.
6.- STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE
WALL WITH 6t8* ANCHOR BOLTS AT 24'OiC.
6.- ALL NON BEARING STUD WALLS, SHALL BE 2'x STUDS AT 16" 010 WITH 5/8'GYP. BOARD
EACH SIDE, UNLESS OTHERWISE NOTED.
7.- ALL STUD WALLS SHALL HAVE FULL HEIGHT I" x 6' DIAGONAL LEFT -IN BRACES AT
ENDS AT INTERVALS NOT EXCEEDING 26 FEET O/C UNLESS OTHERWISE NOTED ON
PLANS, BRACES SHALL COVER A MINIMUM OF SIX STUD SPACES.
S.- COMMON NAILS SHALL BE USED,
S.- FIRE BLOCKING 2" x I % " THICK, SHALL BE PLACED IN STUD WALLS AT CEILING AND
FLOOR LEVELS AT EACH 10' HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT
SUPPORTS.
10.- JOISTS SHALL BE BNLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT
INTERVALS OF 8' WHERE JOISTS ARE 2" x 12" OR DEEPER.
I i.- MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE:
2"x4"@ 16" O/C UP TO 14'-0"
2"x 6"@ 16" O/C UP TO 20'-0'
2"x 8'@ 16" O/C UP TO 26'-0"
12.- PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS.
13: BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1132'AND A MAXIMUM 1/16"
LARGER THAN THE BOLT DIAMETER.
REINFORCING STEEL
1.- REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BEARS AS
FOLLOWS:
FOOTING, SLAB ON GRADE, MASONRY AND SENT DOWELLS, TIES:
# 3 BAR AND SMALLER ASTM A- 615 GRADE 40
# 4 BAR AND LARGER ASTM A- 616 GRADE 60
2.- DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-305 AND
BENDING IN ACCORDANCE WITH ACI-318-96.
3.- MINIMUM CONCRETE COVER OVER REINFORCING RESAR FOR
(EXCEPT AS NOTED OTHERWISE)
NOT EXPOSED TO WEATHER OR EARTH
V
EXPOSED TO WEATHER
I %
EXPOSED TO EARTH
21,
PILASTER, BEAM & COLUMN TIES
1 4/2,
FORMED FOOTING AND WALL EXPOSED TO EARTH
2"
UNIFORMED FOOTING AND WALL EXPOSED TO EARTH
W
SLAB ON GRADE
2"
4.- SPLICE IN CONCRETE:
MINIMUM OF 36 BAR DIAMETER OR 12'WICHEVER IS GREATER.
6,-WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND 1-82
6.- ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-
95
7.-ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC. SHALL BE SECURED
PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT.
8.- ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615
GRADE 60.
9.- ALL REINFORCING BAR BENDS SHALL BE MADE COLD.
10.- ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY
OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE
MORTAR.
11,- REINFORCEMENT THAT IS PARTIALLY EMBEDED IN CONCRETE SHALL NOT BE FIELD
SENT EXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE
WRITTEN APPROVAL OF THE ENGINEER OF RECORD.
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 CLASS'C' SPLICE PER SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY
SHOWN ON SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE
FABRICATION.
13.- PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF
STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BYWCRSI.
14.- CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN V NOR
I BAR DIANOR ix MAXAGRAGATE SIZE.
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE
BETWEEN LAYERS 1'.
SHEAR WALL SCHEDULE 2001 C.B.0
SILL BOLTING
MARK
WALL TYPE
SHEAR @
SHEAR 0
ALLOWABLE
ONE SIDE
BOTH SIDES
SILL NAILING
SHEAR
OF WALL
OF WALL
@ UPPER STORIES
7/8"STUCCO OVER PAPER BACKED LATH W/16 GA STAPLES AT 6"O.C. AT TOP & BOTTOM
PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No.1318, AUG. 2002) OR
180 PLF
5/8"055"O.C.
5/rO27 1/2"0.0
16d 0 8"O.C.
(ICBO REPORT No.1254, MAR 1990) NOTE 4 AND 9 BELOW
3/8"PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 6"O.C. AT EDGES & 12" O.C. FIELD
260 PLF
5/8"*3so.c.
5/8"oi9"o.c.
16d 0 6"O.C.
(TABLE 23-11-1-1 UBC) NOTE 1, 9, 10 & 11 BELOW
A3/8-PLYWD
STRUCT 11 OR STD SHTG WITH 8d NAILS 0 4-O.C. AT EDGES & 12" O.C. FIELD
350 PLF
5/8'026"O.C.
5/8"013*0.C.
16d 0 4"O.C.
(TABLE 23-11-1-1 UBC) NOTE 1, 6, 9, 10 & 11 BELOW
3/8-PLYWD STRUCT If OR STD SHTG WITH 8d NAILS 0 4-O.C. AT EDGES & 12" O.C. FIELD
380 PLF
5/8"026*0.C.
5/8"013"O.C.
16d 0 4"O.C.
1
(TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
3/8- PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS @ 3" O.C. AT EDGES & 12- O.C. FIELD
490 PLF
5/8"020*0.C.
5/8"010"O.C.
16d 0 3 1/2"O.C.
(TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
3/8" PLYWD STRUCT It OR STD SHTG WITH 8d NAILS 0 2" O.C. AT EDGES & 12- O.C. FIELD
610 PLF
5/8-016-O.C.
5/8-08-04.
16d 0 2 1/2"O.C,
TABLE 23-11-1-1 UBCNOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
1/2- STRUCT I PLYWD WITH 10d NAILS @ 2" O.C. AT EDGES & 12- O.C. FIELD
870 PLF
3/4"016'O.C.
3/4"oa*o.c.
N/A
14
OVER 3X STUDS (TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
NOTES:
1. ALL EDGES OF PLYWOOD SHEARWALLS MUST BE
BLOCKED WITH 2X SOLID BLOCKING FOR WALL TYPES
9 & 10, AND 3X SOLID BLOCKING FOR WALL TYPES
11, 12, 13, & 14.
2. WHERE SHEAR WALL SHEATHING IS TO BE APPLIED
TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF
BOLTS. (I.E. HALF THE O/C SPACING)
3. USE 3X PRESSURE TREATED DOUGLAS FIR
SILL PLATES AT FOUNDATION/FIRST FLOOR ONLY.
4. PAPER BACKED SELF FURRING EXPANDED METAL
LATH WITH ICBO APPROVAL
5. FRAMING AT ADJOINING PANEL EDGES SHALL BE
3—INCH NOMINAL OR WIDER & NAILS SHALL BE
STAGGERED.
6. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A
WALL AND NAIL SPACING IS LESS THAN 6 "O.0 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
5/8- X 10" A.B.-S 0 48"O.C. UNLESS OTHERWISE
NOTED ON PLANS,
8. ALL INTERIOR BEARING AND NON BEARING
FOOTINGS TO HAVE 7/32- SHOT PINS AT 32- O.C.
& 48"O.C. RESPECTIVELY: I.E. HILTI ICBO REPORT
No.2388, NOV 1995 OR RAMSET/REDHEAD ICBO
REPORT No.1639, DEC 1995
9, USE 2 1/2' x 2 1/2" x 3/16" PLATE
WASHERS.
10. USE CDX. CC OR STD SHTG IN LIEU OF
STRUCT 11 PLYWOOD. ALL PLYWOOD SHALL BE
DOUGLAS FIR. OTHER SPECIES MAY REQUIRE
CHANGES.
11. AT EXISTING FOOTINGS USE SIMPSON EPDXY
BOLTS PER SCHEDULED SILL BOLTING, EMBEDED
8-, PER ICBO #25279 WITH SPECIAL INSPECTION.
FRAMING ANCHOR TOP AND BOTTOM
OF DOUBLE STUD OR POST \
FIRE BLOCKING AT CEILING LINE
TO EXCEED 8'-0" o/c
2- 2 x PLATES, SEE PLANS FOR SIZE
AND REFERENCE TO SPLICES
OR HEADER SIZE, SEE PLAN
2 x CRIPPLES AT 16'
Plywood Sheatrig
2-16d ea 2"x 4" ----
NOTES PROVIDE SIMPSON A-34 FOR 2x 4 2 x BIk'g @ 48" o/c First Bay, Only
STUDS AND A-35 FOR 2x 6 STUDS,
FOR NAILING SEE GENERAL EACH SIDE 2" x 4" Cont. Blocking wl 16d
I STUD FOR INTERIOR WALLS, USE 2-2x JAMBS FOR 4x 10 AND 6 x 8 @8"orA-35@32"ote
2 STUDS FOR EXTERIOR WALLS AND LARGER HEADERS
UNLESS NOTED OTHERWISE
END POST AT PLYWOOD SHEAR
'PANEL WHERE OCCURS w/ E.N.
13 TUDS SHOWN ARE FOR INDICATION ONLY, ACTUAL LOCATION 7
) 0 SUIT CONSTRUCTION REQUIREMENTS, MAX SPACING AT 16" o/c
2"x R.R. OR 2"x G.J. AS OCCURS
I,__ 2"x C.J.
BEARING WALL OR BEAM
AS OCCURS
ST 2115 @ 48- c/o
IN LIEU OF 2"x V TIES
2"x4"TIES @48"ot —_ OVER C.J. W/ 3-16d @ ENDS----
I" x 6" Starter Board (Shiplap)
2" x 4" Flat lookout @ 32" o1c Notch into
First Rafter
E.N. tI 2- 2- x 4- Dbl Top Plate
2" x 4" Studs @ 16" o/c wl R - 13 Insul
2 X RIDGE
PLYWD ROOF SHTG PER PLAN
EXTERIOR FINISH
2" x 4" SOLE PLATE
WEEP SCREED
2"x BLOCKING
A-35 @ 16- o1c
2" min. OF STE
- 2" x 4" STUDS @ 16"o(c
-WIR-13 INSUL (EXTERIOR)
T & G PLYWOOD OR BLOCKED
__ 2" x 6" F.J. @ 16"o/c wl R-19 INSUL
2- x 4- P.T. MUDSILL wl W DIA
x 10"L.A.B. & MUDSCREED
6" min. 7\ W1 2"X 2"X 3/is"WASHERS
18" min. @ 48- o/c
T1=71 1=T-11-1 I 1 -11 1=1 I I
=1 I IE� I MI I MI I Iz: 7-1115- Two Story IIIEEI 1=111
12" One Story I IEEI I IEEI I FEE El I I 1 111111111
= I
15" TWO Story 6" - , I I __ 5 3" Clit,
12" One story
1 V TWO Storl(I 4 REBAR TOP BOTT
FULL DEPTH BLOCKING
2" x 6" FLOOR JOIST @ 16" o/c wl R-19 INSUL V4"T & G. PLYWOOD
I
P.B. 44—)Iz- —4"x6"GIRDER
18" min. 4" x 4" POST (AS REQUIRED)
.J 6'x6"x2"P.T. BLOCK
CONC PIER
18. sq.
14 08 _ED_rt
C.JJ TIE PER
INSUL
I Dd @ 4" o1c NAIL TO BLK`G - -8 N SCHEDULE
3 11r
BEAM PER PLAN TYPE SSTS # SSTS # CAPACITY W/
1,POUR 2-POUF 4 x 4 min.
A-35 @ 16- o(c x Stud F
0/, E. Post per plan iller PHD2. 16 20 3,610
2" x BLK` @ 48'
(4 x min) SDS3
SHEAR WALL @ CRIPPLE WALL i HD2A 16 20 2,776
Fasteners per manut HTT16 16 20 3AW
2"X 4" STUDS @ 16- o/c MOM 16 20 4,010
SImp Holdown
MAINTAIN MIN 4-16d @ 48- o1c MAX 8d @ 6"0(c / WO
per plan (PHD PHD6A-
SDS3 2D 24 4,
--/ OFFSET THIS SIDE OF C.J.. TO THE shown HIT22 24 r,175
+ +
OTHER SIDE FULL BEARING lT PHD6-
C.J. @ BEAM SDS3 29 34 6,8W
2"x C.J. PER PLAN HD6A 28 34 5,105
IBM. PER PLAN 2x, 2-2x HDsA 28 34 7,460
Le Simpson or 3 x per plan HDIOA 28 34 9,540
14 Min HDQ8-
4 x POST wl SIMP CAP PER PLAN 3" cIr min. Per Schedule SDS3 28 34 8,326
BM. 4—( MSIM tMin Emt.�
++ SD-1 Note: Concret Stem Walls shall be. Note: For Raised Foundation use SSTB for two pour system
6" min widht for %" diam Anchors
Sim and extend bolt beyond sill plate above floor sheating or use
(E) 2"X BLK!G 2'X/SHAPED W/ 16d @ 16- o/c 8" min wIdht for Ys" diam Anchors $imp. CNW Coupler for Bolt Extension.
el 8" min for cone block
15 (E-))C.J. AS OCCURS
\�E) R.R. A-35 @ 24- o/c
2 x R.R. wl 16d 0 8" o/c
STAGGERED
L-MI
BEAM AS OCCUR
2 - 2x TOP PLATE PHD or HD PER PLAN
— — — — — — — - SIMPSON CATALOG 4x4POST MIN
R DRILL HOLES Yis" LARGER NEW SILL
THAN
SIMPSON s r 6236 EXIST OR
IAI \ I 1 1( 1 1 1 1 BOLT DIAM. 1 PLATE
N.
(N) BLKG 2 x BLK`G @ 48"o/a
_ADD SIMPSON
54E.N. A-35 @ 48- o1c
(____ 2 x C.J. PER PLAN
2 x C.J. PER PLAN____2 x STUDWALL W/ SHrG PER PLAN 10
& S.W. SCHEDULE
(CONT SHTG TO ROOF)
om. x;x3$vN i MW 11-MPT-4150
ij RE E15,11141% MRIPYRIE S, 30,
M M W girl,
E,
Joist to sill. ofr�der� nail 3-8d
__toe
Bridging to joist, toenail each end 2-8d—
M,1"x
6" (25 mm x 152 mm) subfloor or less to each joist, face nail 2-8d
M;Wider
than 1 " x 6" (25 mm x 152 mm) subfloor to each joist, face nail 3-8d
MIT
(51 mm) subfloor t2joist or girder, blind and face nail 2-16d
Sole plate to joist or blocking, typical face nail 16d @ 16" o/c
Sole plate to joist or blockin at braced wall panels 3-16d R�Lr
MITop
plate to stud, end nail 2-16d
M'Stud
to sole pLat;e 4-8d, TOE NAIL, or 2-16d, END NAIL
Double studs, face nail 16d @ 24" o/c
:Doubled top plates, typical face nail 16d @ 16" o/c
Doubled top Rlates, lap splice 8-16d
all
Blocking between joists or rafters to top plate, toenail 3-8d
0`1
Rim joist to top plate, toenail
WITop
plates, Ia_p_s_a__n --- d- -i n-t—e r se- dtib n s -, fa- c e_ n a i I 2-16d
W-Continuous
header, two pieces 116d @ 16" o/c along each edge
=':Ceiling
joists to plate, toenail 3-8d
Continuous header to stud, toenail 4-8d
WCeiling
joists, laps over partitions, face nail 3-16d
WiCeiling
joists to parallel rafters, face nail
V (25 mm) brace to each stud and plate, face nail
=1"
x 8" (25 mim x 203 mTLsheating or less to each bearing facenail 2-8d
Wider thantx�� mm x 152 mm) sheating to each bearing, face n; 3-8d
owl
Built-up corner studs 16d Q 24" o/c
11
120d
I Built-up girder and beams
0 32 o/c top and bottom and
WIN —
0
-----
6d @ EACH BEARING
2X Bloddi
COLUMN PER PLAN
2 x Rafter "California" Framed
NOTE: In Lieu of 2 x Blocking nail 2 x Shaped wl 2-16d ea Rafter
2" x 4" SOLE PLATE
2" x F.J. PER PLAN
NOTES:
LOADS MAY NOT
BEINCREASED
FOR SHORT
TERM LOADING
A MUDSILL ON TOP
OF GH IS REQUIRED
TO ACHIEVE THE
TABLE LOADS
GIRDER PER PLAN
12" min I/
GIRDER HOLDOWN PER PLAT
/N.E.R. U3, L.A. R.R. 25149
(E) OR NEW 2"x STUDS WHERE OCCURS
2"x BLOCKING
/ - (E) 2- X F.J. WHERE OCCURS
18" min.
=1 I IEEI I I=
J M, 1 MI fR, 0
12" min.
2" x 4" P.� , MUDSILL w/ %" DIA
x 10" L. A.B. & MUDSCREED
w/ 2"x 2"x 3/16" WASHERS
@ 48- O/C
-D'
EXISTING FOOTING
THREADED ROD w/ EPDXY I.C.B.O.
# 5279-CITY OF L.A. R.R. # 25279 wl
SPECIAL INSPECTION
KIM
—
SCHEDULE
TYPE
V
THIRD ROD
(diam)
Allow Tensile
Load
(See Note 1)
PHD2-
SDS3
12"
3,610
RTTIS
-72`
HD5A
12"
4,010
PHD5A-
SDS3
12"
4,685
HTT22
12"
5/8,
5,250
SDS3
15"
%8"
5,860
HW
15"
5,106
HD8A
15"
7,460
HD10A
15"
—9,540
HM8_
SDS3
325
I.- Concrete= fc=2,000 P.S.I. min.
2.-For Raised Floor, use Longer Bolts to extend
above Floor sheating
6" 18" min.
Existing Slab New Slab
. No special inspection is
required for epoxy in this
aplication
Drill V16" mli i diam hole fill wl epoxy ebar Dowels @, 8' o/c
grout & insert dowell aftmate; use Rebar Dowells same size
Y2" redheads & thrdd rod & spacing as footings
Drill Slant holes.Y,6" over dia of bar, Exisrg New Raised Floor
fill w/ epoxy g 6- 24" min
------ ......
5 ...... ------ ... ..... ........ ......
I.C.B.O. # 5279, I.C.C. REPORT 5279
12
4 Roofing material o/ 15# Felt & Y2"
C.D.X,, 24/0 Plywood
2" x Roof Rafters per plan
+ + 2" x Ceiling Joists per plan w/
R -30 instil.
A - 35 @ 16- o/c (AR) 2" x Blocking 3-16d per block
5- 16d @ Rafter Tie
Y2" Drywall Int. wall & Calling 2- 2" x4" Double Top Plate
2" x 4" Studs @ 16" o/c w/ R-13
Insul (Exterior)
12" 1 Exterior Finish
1:2000:08111111
teo I
Marco A. Ahurnada
11111 Barclay Dr.
Apt. I
Phone
714 / 470-9162
Garden Grove, Ca
92841
Owner:
Mrs. Maria Garibay
Ph # 714 / 648 - 0285
Description of Job:
497 Sq. Ft.
Room Addition
Relocate Existing
Bath # 1 to create
New Oppening,
New Master-Bdrm w/
New Bath # 25
Extend Existing
Bdrm # 1
Sheet:
SD�l
=44
A
A &00%�
Y
41V
-1iarco A. Ahumada
11111 Barclay Dr.
Apt. 1
Phone
714 / 470-9162
Garden Grove, Ca
92841
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