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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 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 DISCOVER OF ANY OMISSIONS OR
CONFLICT IN THE DRAWINGS.
4. ALL NAILING TO COMPLY WITH TABLE 23-11-8-1 G.B.C.
S. 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 1207- MINIMUM OF 16 G.F.M.
OF OUTSIDE AIR PER OCCUPANT IS REQUIRED FOR VENTI,LATON.
PLUMBING NOTES
7. ALL PLUMBING WALLS TO BE 2" x 6"
8.. DOUBLE WAALLSMSED 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 TUBISHOWER
COMBINATION, MATERIALS SHALL BE OF A TYPE NOT ADVERSELY
AFFECTED BY MOISTURE.
10. GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELED CATEGORY 11,
NET AREA OF SHOWER RECEPTOR SHALL BE NO LESS THAN 1024 SO. IN. OF
FLOOR AREA, AND ENCOMPASS 3W DIAMETER CIRCLE
11. ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE NOT LESS THAN
W' WIDTH AND HAVE 24" MIN. CLEARANCE IN FRONT OF THE STOOL.
12. FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL FAN S 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
113 OF THE TANK).
14. WATER CLOSETS SHALL BE AN ULTRA LOW FLUSH TYPE WITH 1.6 GALLONS
MAXIMUM PER FLUSH,
16. CONTROL VALVE FOR SHOWER OR TUB -SHOWER SHALL BE OF THE
PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE.
16. PROVIDE DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE
QUICK CLOSING OF THE QUICK -ACTING VALVES FROM THE WASHER AND
DISHWASHER, ETC..
ELECTRIC NOTES
17. RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH NEC Art 210-52 (a)'
"20 AMP. CIRCUIT DEDICATED TO EACH BATHROOM"
18. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT PROTECTION.
19. GROUND -FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION COMPLIES WITH
NEC Art. 210-8: "ALL 125 volt SINGLE PHASE, 16 AND 20 AMPERES
RECEPTACLES INSTALLED IN BATHROOMS, GARAGES, BASEMENTS,
OUTDOORS, KITCHEN COUNTERS AND AT WET BAR SINKS.
STRUCTURAL NOTES
20. THE CONTRACTOR SHALL PROVIDE ANY SHORING AND/OR BRACING TO THE
EXISTING STRUCTURE WICH MAY BE REQUIRED DURING CONSTRUCTION.
21. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE SHOWN ON
THE PLANS AND SHALL NOT EXCEED CBC SECTION 2320.8.3 ALLOWANCES.
22. NOTCHINGOF EXTERIOR AND BEARINGINONBEARING WALLS SHALL NOT
EXCEED 26% 1 40%o RESPECTIVELY. BORED HOLES IN
BEARINGINONSEARING WALLS SHALL NOT EXCEED 40%160%
RESPECTIVELY. IN NO CASE SHALL THE EDGE OF THE BORED HOLE
NEARER THAN S18" TO THE EDGE OF THE STUD (2:320.11.9 AND 2320.11.10)
23. 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)
24. USE SIMPSON ST 6224 TO ME -IN TO EXISTING TOP PLATES.
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25.- ALL FRAMED BUILDINGS WICH ARE REQUIRED TO BE DESIGNED BY AN ENGINEER OR
ARCHITECT MUST BE SIGNED PRIOR TO SUBMISSION INTO PLAN CHECK
SHEET INDEX
A-1= PLOT AND FLOOR PLAN
A 2= ELEVATIONS
S-1= FOUNDATION AND FRAMING PLAN
SD-1= STRUCTURAL DETAILS
T 24= ENERGY CALCULATIONS
TOTAL. OF SHEETS-- 5
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ANALYSIS
l AREA
A
EXISTING S.F.R. 756 S.F.
EXISTING GARAGE 204 S.F.
NEW PROPOSED ROOM ADDITION 671 S.F.
NEW PORCH 64 S.F.
TOTAL LOT RATIO 1,695 S.F.
LOT SIZE 6,412 S.F.
j % LOT COVERAGE 26 %
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NO H ELEVATION
ASPHAJ SHINGLE IN ALL EXISTING FAM. RES. AND NEW ROOM ADDTION
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(TYP) SOUTH ELEVATION 18" x 24" FOUND. ACCESS SCZ *y4"— 1W
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ASPHALT SHINGLE IN ALL EXISTING FAM. RES. AND NEW ROOM ADDTION
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ASPHALT SHINGLE IN ALL EXISTING FAM. RES. AND NEW ROOM ADDTION
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18" X 24" ATTIC VENT
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SIDING TO MATCH (E) S.F.R.
2"x 6"R.R. @ 12"o/c
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(2- x 8' C.J. @ 12' O/C W/ R-30 INSUL (TYP)
6
2"x 4" STUDS @ 16" o/c w/
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SECTION A sc=lle-111-0"
Marco A. Ahumada
11111 Barclay Dr.
Apt. 1
Phone
714 / 470-9162
Garden Grove, Ca
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EXISTING FOUNDATION
FOUNDATION PLAN SCM 3/4"M I "W'
NEW FOUNDATION
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LG PLYWOOD W/ 10d @ Vo/c EN/BN & 10d @ IV Ole FIELD (P.I.=321 16)
:0 JOISTS ARE REQUIRED UNDER PARALLEL BEARING PARTITIONS
IUCTS AND OTHER NONSTRUCTURAL CONSTRUCTION SHALL NO
:RE WITH ACCESSIBILITY TO OR WITHIN UNDERFLOOR AREA
0nON ANCHOR BOLTS IN, WALLS SHALL HAVE AN APPROVED PLATE
t UNDER EACH NUT, THE NUTS SHALL BE TIGHTENED JUST PRIOR TO
COVERING THE WALL FRAMING.
HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED
PLATE WASHERS, HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING
THE WALL FRAMING
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PROYECTBY
ROOF SHEATING.
CDX, 24/0 INDEX PLYWOOD W/ Sd COMMON NAILS @ V
ENISN. Od @ 10- o1c FIELD. PROVIDE ROOF RADIANT
BARRIER PER T-24 AT PLYWOOD UNDERSIDE
ROOFING MATERIAL
ASPHALTH SHINGLE CLASS 'S' OR BETTER TO MATCH
(E) S.F.R. W/ # 15 FELT UNDERLAYMENT Marco A. Ahumada
11111 Barclay Dr.
ROOF VALLEY FLASHING HAS TO BE Apt. 1
2 GALAVNIZED SHEET, METAL (28 GAUGE min) Phone
TA ROOF DIAPHRAGM NAILING TO BE INSPECTED
714 / 470-9162
BEFORE COVERING. FACE GRAIN OF PLYWOOD
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zSHALL BE PERPENDICULAR TO SUPPORTS. Garden Grove, Ca
92841
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Mr. Serafin and
Esther Olea
Ph # 7141835 - 4280
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4)4"x4"HDR )4'X4"HDR O-L Description of Job:
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1 N I Q671 Sq. Ft.
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01z Room Addition
X ;D IP 0
2"x 6" R.R. I W 2"x 6"R.R.
W X New Bdrms # 2 & 3$
24' 0/c P @ 24- 01C
(N) 4' 6" BM
K New Bath # 2
q 9 r 9
P' Extend ( E ) Kit
p , New Entry
64 Sq. Ft.
Relocate (E) Porch
Sheet:
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ROOF RAM ING PLAN C
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STRUCTURAL NOTES
CONCRETE
1.- ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK
TYPE (150 'CU FT) AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO
ASTM C-33 WITH PROVEN SHRINK AGE CHARACTERISITCS 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 ACI301.
3: CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR BLOW ALKALL
CONFORMING TO ASTM C-150.
4, MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR:
FOOTINGS 2 500 PSI
SLAB OR GRADE 2,600 PSI
SIDEWALKS Z000 PSI
6.- MAXIMUM SLUMP SHALL NOT EXCEED 4".
$: 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 Y. "
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 MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2
PLYWOOD
1- PLYWOOD SHEETS SHALL BE CDX CONFORMING TO PS 1-95 AND SHALL BE STAMPED
WITH THE DRPA 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
1- 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 MALL BE AS NOTED ON GRADING PLANS.
5- 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.
$, 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 1 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
1- ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO
DIVISION 23 (2001 C.B.C).
2: RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO. UNLESS OTHERWISE NOTED.
3: GRADE
JOIST, PURLINS 2" T04' WIDE, $ & DEEPER No. I
BEAMS, PURLINS OVER4"WIDE No. 1
SUBPURLINS 2' TO 4- WIDE, 6 & DEEPER No. 1
LEDGERS Nm 2
STUDS 2'x4"OR3'x4' STUDS
STUDS 2" x 6" No.1
POSTS 5" x V AND LARGER No.1
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 6Ar DIAMETER x 10" LONG BOLTS AT 48" ON CENTER 12"
MINIMUM FROM EN DS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED.
5, STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE
WALL WITH 5WANCHOR BOLTS AT 24" 01C.
6: ALL NON BEARING STUD WALLS, SHALL BE 2" x STUDS AT 16" 0/C WITH 5/8" GYP. BOARD
EACH SIDE, UNLESS OTHERWISE NOTED.
7, ALL STUD WALLS SHALL HAVE FULL HEIGHT 1" 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.
8- COMMON NAILS SHALL BE USED.
9. FIRE BLOCKING 2" x 1 % ` 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 Tx 12" OR DEEPER.
1i - MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE:
2" x 4" Q 1$" OIC UP TO 14'-0'
2" x 6" Q 16" O/C U P TO 20'-0"
2" x 8' Q 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 1/32" AND A MAXIMUM 1116'
LARGER THAN THE BOLT DIAMETER.
REINFORCING STEEL
1, REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BEARS AS
FOLLOWS:
FOOTING, SLAB ON GRADE, MASONRY AND BENT DOWELLS, TIES:
# 3 BAR AND SMALLER ASTM A• 616 GRADE 40
#4 BAR AND LARGER ASTM A 616 GRADE 60
2- DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A 306 AND
BENDING IN ACCORDANCE WITH ACI-318-95.
3- MINIMUM CONCRETE COVER OVER REINFORCING REBAR FOR
(EXCEPT AS NOTED OTHERWISE)
NOT EXPOSED TO WEATHER OR EARTH
1"
EXPOSED TO WEATHER
EXPOSED TO EARTH
2"
PILASTER, BEAM & COLUMN TIES
1 'h"
FORMED FOOTING AND WALL EXPOSED TO EARTH
2"
UNIFORMED FOOTING AND WALL EXPOSED TO EARTH
3"
SLAB ON GRADE
2-
4.- SPLICE IN CONCRETE:
MINIMUM OF 36 BAR DIAMETER OR 12' WICHEVER IS GREATER,
5: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A•185 AND 1-82.
61 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 MY
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
BENT 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 GLASS '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 BY WCRSI.
14.- CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN 1" NOR
1 BAR DIA NOR 1x MAX AGRAGATE SIZE.
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE
BETWEEN LAYERS 1".
1
lJoist to sill or girder, toe nail 3-8d
2Bridging
to joist toe nail each end 2-8d
3
1 "x 6" 25 mm x 152 mm subfloor or less to each joist face nail 2-8d
4
Wider than 1" x 6" 25 mm x 152 mm subfloor to each joist, face nail 3-8d
5
2" 51 mm subfloor to joist or girder, blind and face nail 2-16d
s
Sole plate to joist or blocking, typical face nail 16d @ 16" a/c
Sole plate to joist or blocking, at braced Wall panels 3-16d per 16"
71Top
plate to stud end nail 2-16d
8
Stud to sale plate 4-8d TOE NAIL or 2-16d END NAIL
9
Double studs face nail 16d 0 24" o/c
to
Doubled top plates, typical face nail 116d @ 16" o/c
Doubled top plates, lap splice 8-16d
111
Blocking between joists or rafters to top plate,toenail 3-8d
12
Rim joist to top plate,toenail 8d 2 6" o/c
13Top
plates,laps and intersections face nail 2-16d
14
Continuous header, two pieces 16d 2 16" o/c alon2 each edge
15Ceiling
joists to plate, toenail 3-8d
16
Continuous header to stud, toenail 4-8d
17Ceiling
joists, laps over partitions, face nail 3-16d
18
Ceiling joists to parallel rafters, face nail 3-16d
19
Rafters to plate, toenail 3-8d
20
1" 25 mm brace to each stud and plate, face nail
2-8d
21
1" x 8" 25 mm x 203 mm) sheating or less to each bearing, face nail 2-8d
22
Wider than 1" x 6" 25 mm x 152 mm sheating to each bearing, face n, 3-8d
23Built-up
corner studs 16d Q 24" o/c
24
Built-up girder and beams
20d @ 32" a/c tap and bottom and
staggered 2-20d @ ends and @ each splice
25
2" Planks 2-16d @ EACH BEARING
SHEAR WALL SCHEDULE 1997 U.B.0
SILL BOLTING
MARK
WALL TYPE
ALLOWABLE
EXTERIOR
INTERIOR
SILL NAILING @
SHEAR
WALLS
WALLS
UPPER
STORIES
STUCCO OVER PAPER BACKED LAT W/16 GA STAPLES @ 6" O/C @TOP & BOTTOM
Z7/8"
8
PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No. 1823, FEB, 1973) OR (ICBO
180 PLF
5/8 @ 55" O/C
5/8 @ 55" O/C
16d @ 8" O/C
—
NO. 1318, FEB, 1973) OR ( ICBO No. 1254, FEB 1972) NOTE 4 AND 9 BELOW
3/8" PLYWD SRUCT li OR STD SHTG WITH 8d NAILS @ 6" OIC @ EDGES & 12" OIC FIELD
260 PLF
5/8 @38 OIC
518 38" O/C
16d 6" O/C
TABLE 23-11-1-1 U.B.C. NOTE 1,9,10 & 11 BELOW
39' PLYWD SRUCT II OR STD SHTG WITH 8d NAILS @ 4" OIC 0 EDGES & 12" O/C FIELD
350 PLF
5/8 @ 2e' OIC
5/8 @ 26" O/C
16d l_ 4" O/C
TABLE 2341-1-1 U.B.G. NOTE 1, 6, 9 10& 11 BELOW
36' PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS Q 4" O/C @ EDGES & 12" O/C FIELD
380 PLF
5l8 25' O/C
5/8 26" OIC
16d 4" OIC
TABLE 23-11-1-1 U.B.C. NOTE 1, 3, 5, 6, 9, 10& 11 BELOW
Z!�-\s3I8"
PLYWD SRUCT Il OR STD SHTG WITH 8d NAILS @3" O/C EDGES & 12 OIG FIELD
490 PLF
5/8 @ 20" O/C
5/8 @ 20" O/C
16d 3
TABLE 23-II-I-1 U.B.C. NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW
1/2" OIC
3/8" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 2" O/C @ EDGES & 12" O/C FIELD
610 PLF
518 @ 16" 0/C
5/8 @ 16, O/C
16d 2
TABLE 2341-1-1 U.B.C. NOTE 1, 3, 5, 6, 9, 10& 11 BELOW
1/2 OIC
1
1I2" STRUCT IPLYWD WITH 10d NAILS Q 2" O/C @ EDGES & 12" OIC FIELD
870 PLF
3/4 @ 16" O/C
3/4 @i 16" O/C
N/A
OVER 3X STUDS TABLE 23-114-1 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)
3, USE 3 x PRESSURE TREATED DOUGLAS FIR SILL PLATES AT FOUNDATIONIFIRST FLOOR ONLY
4, PAPER BACKED SELF FURRING EXPANDED METAL LATH ICSO APPROVAL
5, GRAMING AT ADJOINING PANEL EDGES SHALL BE 3- INCH NOMINAL OR WIDER & NAILS SHALL BE STAGGERED
6- WHERE PLYWOOD 1S APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN T O1G 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 SW x 10" A.B.'s @ 48" O/C UNLESS OTHERWISE NOTED ON PLANS
8 - ALL INTERIOR BEARING AND NON BEARING FOOTINGS TO HAVE 7/32" SHOT PINS @ 32" 010 & 48" OfC RESPECTIVELY: I.E. OZARK # H-67 ICBO REPORT 1280, MAY 1987
9, USE 21/2 x 2112" x 3/16" PLATE WASHERS
10- USE CDX CC OR STD SHTG IN LIEU OF SRUCT It PLYWOOD. ALL PLYWOOD SHALL BE DOUGLAS FIR. OTHER SPECIES MAY REQUIRE CHANGES.
I I, AT EXISTING FOOTINGS USE REDHEAD WEDGE ANCHORS TO COMPLY WITH SILL BOLTING ICSO # 1372 MIN EMBED 71/2'
12.-USE DOUBLE FLOOR JOISTS BELOW ALL PARALLEL SHEARWALLS U.O.N.
13.- AT FLOOR LEVELS USE SOLID BLOCKING AT PERPENDICULAR SHEARWALLS AND DOUBLE FLOOR JOISTS AT EACH END OF THE SHEARRWALL.
14.- ALL BEAMS SUPPORTING SHEARWALLS MUST BE STRAPPED TO THE WALLS BELOW.
I6. ALL HOLDOWNS ON UPPER LEVEL MUST BE CONNECTED TO A POST BELOW PER HOLDOWN SCHEDULE TO THE LOWER LEVEL OR TO THE FOUNDATION,
Plywood Shoaling
2-16d ea 2" x 4"
2 x Blk'g @ 48" o/c First Bay Only
2" x 4" Cont. Blocking w/ 16d
@ 8" or A-35 @ 32" olc
7
ST 2115 4W c/o
IN LIEU OF 2" x 4" TIES
2' x 4" TIES @ 48" o(c
3 -16d (TYP)
O
O
Plywood ShAAtinn nar Nan
2 x Biocidi
B.N.
1" x 6" Starter Board (SNplap)
2" x 4" Fiat lookout @ 32" o/c Notch tntD
First Rafter
E.N. r2- 2" x 4" Dbi Top Plate
2" x 4" STUDS @ 16" o/c
EXTERIOR FINISH w/ R-13 INSUL (EXTERIOR)
3/4" T & G PLYWOOD OR BLOCKED
2" x 4" SOLE PLATE
WEEP SCREED 2" X 6" F.J. @ 16" o/c W/ R 18 INSUL
2" x BLOCKING >, XX
A-35 @ 16" Ole
2" x 4" P.T.MUDSILL wl 6/" DIAM.
x 10" L. A.B. & MUDSCREED
6" min 7" w/ 2" x 2" x Vl6" WASHERS
I � 18" min. @ 48" o/C
2" x 4" Studs @ 16" old w/ R -13 Insui = — — _ I I i i I i=i i i=i i I rl r rr =rn rtr rn=i n rrt° nrr=n Pai=1 f{ I f=I I-1 I I-1 I I-1 { H 1I i t l I I=1 I III=1 11 1(I
1111
11— !ILL=1 05" Two St xxy I m 11=1 I I
12" One Story (11=1 i l l l 1-1 11-1 I I-==1 I i=41 M I 1-1
15" Two Story 6" 3" C-7ii-
111=1
12" One st # 4 REBAR TOP & BOTT
15' TWO story
2 X RIDGE BOARD
2" x 6" FLOOR JOIST @ 16" o/c wl R 191NSUL
la" T & G. PLYWOOD
PLYWD ROOF SHTG PER PLAN
A,
R.R. PER PLAN P.B. 44 4" X $" GIRDER
18" min. 4" x 4" POST (AS REQUIRED)
12" 6" x 6" x 2" P.T. BLOCK
C.J.! TIE PER PLAN wt
INSUL
BEAM PER PLAN
2 x Rafter "California" Framed
'w/16d@6"o/c
NOTE: In Lieu of 2 x Blocking nail 2 x Shaped w/ 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 R,
TO ACHIEVE THE
TABLE LOADS
12" min GIRDER PER PLAN
GIRDER HOLDOWN PER PU
N.E.R. 443, L.A. R.R. 25149
H I ICI 1=1 I i=1 =1 -1 I1=l 1 —1
i[I �IIII��� iI�11=
12
PLYWOOD SHEATING PER
R.R. or. R.J PER -PLAN
(E) OR NEW 2" x STUDS WHERE OCCURS
2" x BLOCKING
(E) 2" x F.J. WHERE OCCURS
2" x 4" P.T. MUDSILL w/ V DIAM
18" min. x 10" L. R.B. & MUDSCREED
wl 2" x 2" x 3/e" WASHERS
@ 4W o/c
1= =1 12" One StDrp�EE
--„115" TWO Story I �,
B.N. 2-16d
LET IN 2" x 4"
E.N.
2" x BLOCKING @ 48" o/c E N 2 - 2" x 4" DBL TOP PL
FIRST BAY ONLY
9 2" x 4" STUDS @ 16" o/c
2" x 4" BLOCKING wl 16d @ 8" o(c wl R-131NSUL. (TYP)
or A-35 @ 24" o/c
SHEAR WALL @ CRIPPLE WALL
WALL FINISH PER PLAN
E.N.
CONC PIER
2 "—
31W
SCHEDULE
TYPE
SSTB #
SSTB #
CAPACI Y w/
1-POUR
2-POUS
4 x 4 min.
Post per punt x Stud FHW
(4x min)
PHD2-
SDS3
16
20
3,610
HD2A
16
20
2 776
Fasteners per manuf.
HTT16
16
20
3AW
Simp Holdo vn
per, plan (PHD
HOM
16
20
4 014
PHD6M
hown)
SDS3
20
24
4,600
HTT22
24
6,176
L
PHD6-
SDS3
26
34
51860
HD6A
28
34
6106
2x, 2-2x
HDBA
28
34
7AW
Simpson
or 3 x per plan
HD
28
34
9,640
Min
SSTB
3" cU min.
Per Schedule
SDS3
28
34
8,3M
Note: Concret Stour Walls shall be:
Nate: For Raised Foundation use SSTB for two pour system
6" min widht for 5/" diem Anchors
and extend bolt beyond sill plate above floor shealing or use
8" min wldhtfor ?/s" diam Anchors
Simp. CNW Coupler for Bolt Extension.
3 8" min for cone black
3" min.--
18" Sq.
2 # 4 Reber Dowd @ ea way
4
6" 18" min.
Existing Stab
4' x 4" Post
P.B.. 44
6"
-Hill
12"
18" Sq. x 18" Dp. Cone. Pad
Now Stab
* No special inspection Is
required for epoxy in this
aplication
# Dritisf6" mi diem hole fill w/epoxy 4 Reber Dowels @8' 0/c
grout & Insert dowell attemate, use
redheads & thrd'd rod Reber Dowelts same size
& spacing as footings
EX1Srg New Raised Floor
Drill Slant holes Y18" over dia of bar, 24"min
fill wi epoxy grou 6"
5 ...... ...... ...... ------ ._._._ _ _._.
LC.B.O. # 5279, I.C.C. REPORT 5279
12
12 4 Roofing material o/ 15# Felt
C.D.X., 24/0 Plywood
2" x Roof Rafters per plan
2" x Ceiling Joists per plan wl
R 40 Insui.
2" x Blocking w/ 3-16d per block &
5-'16d @ Rafter Tie
2- 2" x4" Double Top Plate
2" x 4" Studs @ 16" o1c wl R 13
insui (Exterlor)
12" Exterior Finish
Marco A. Ahumada
11111 Barclay Dr.
Apt. 1
Phone
7141470-9162
Garden Grove, Ca
92841
UJ
UJ
A.P.N. # 011 062 -14
Owner:
Mr. Serafin and
Esther Olea
Ph # 7141835 - 4280
Description of Job:
V
'7'iSq. Ft.
Room Addition
New Bdrms # 2 & 3,
New Bath # 2
Extend ( E ) Kit
New Entry
&
84 Sq. Ft.
Relocate (E) Porch
CITY 3N-TA'
x y <.
........... ............__..._ . _.._........ .
.
... .................
-EFRIN�.
m;
_....
7
1` III
I
K d+
®1
®l
PRQYECT BY
teo Is
Marco A. Ahumada
11111 Barclay Dr.
Apt. 1
Phone
714 / 474-9162
Garden Grove, Ca
92841
a
Mr. Serafin and
Esther Olea
Ph # 714 / 835 - 4280
Description of Job:
,,.� t /A\ ps.