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GENERAL NOTES
i, THE SCOPE OF THIS PROJECT IS AS GENERALLY DEPICTED ON THESE PLANS. POINTS OF CONNECTION, NOT
SPECIFICALLY DEPICTED, THAT NEED TO BE MADE ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR, ALL
WORK PERFORMED EVEN IN REMOTE AREAS OF THE BUILDING OR SITE, PERTAINING TO THIS PROJECT SHALL
COMPLY WITH THE INTENT OF CONTRACT DOCUMENTS.
2, IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS
BEFORE FINALIZING THEIR BID AND BEFORE THE INSTALLATION OF THEIR WORK, ANY DISCREPANCY BETWEEN THE
ARCHITECTURAL AND THE CONSULTING ENGINEER(S) DRAWINGS SHALL BE BROUGHT TO THE DESIGNER ATTENTION BY
WRITTEN REQUEST FOR CLARIFICATION, ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS
SHALL BE CORRECTED $Y THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR
DESIGNER.
3. THESE DRAWINGS ARE BASED ON FIELD OBSERVATION AND DOCUMENTS FURNISHED BY THE OWNER. THE
DESIGNER SHALL BE NOTIFIED IMMEDIATELY BY THE CONTRACTOR OF ANY DISCREPANCIES OR OTHER QUESTIONS
PERTAINING TO THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF
ANY ERRORS, DISCREPANCIES OR OMISSIONS THAT THE CONTRACTOR FAILED TO NOTIFY THE DESIGNER OF BEFORE
CONSTRUCTION AND/OR FABRICATION OF THE WORK.
4, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF EXISTING SITE. THE CONTRACTOR SHALL
REPORT TO THE DESIGNER ALL CONDITIONS WHICH PREVENT THE PROPER EXECUTION OF ITS WORK, THE DRAWINGS
SHALL NOT BE SCALED.
5. CONSTRUCTION SHALL COMPLY WITH APPLICABLE EDITION OF UNIFORM BUILDING CODE, ALL APPLICABLE LOCAL,
STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND PROTECTIVE COVENANTS GOVERNING THE WORK,
IN CASE OF CONFLICTS, THE MORE STRINGENT REQUIREMENT SHALL GOVERN,
6. EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE NOTED OR SHOWN ON THE PLAN WORKMANSHIP AND
MATERIALS SHALL CONFORM TO THE U.B.0 LATEST EDITION.
7. WORKING DIMENSIONS SHALL NOT BE SCALE FROM DRAWING.
8. ITEMS IDENTIFIED BY TRADE NAMES MAY BE SUBSTITUTED BY APPROVED EQUALS.
REMODELING NOTES
1. EXISTING STRUCTURES SHALL BE REVIEWED FOR DIMENSIONAL AND STRUCTURAL CONFORMANCE
WITH THE PLANS BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
2. CONTRACTOR SHALL PROVIDE PROPER BRACING AND/OR SHORING TO THE EXISTING
STRUCTURE WHICH MAY BE REQUIRED DURING CONSTRUCTION.
4. USE SIMPSON ST6224 TO TIE IN TO EXIST TOP PLATES.
MATERIAL SPECIFICATION
1. CONCRETE STRENGTH SHALL BE MIN. 2500 PSI IN 28 DAYS.
2. REINFORCING STEEL SHALL BE MIN. ASTM A 615 GRADE 40.
3. NO TRENCHES ON EXCAVATION 5 FEET OR MORE IN DEPTH INTO WHICH A PERSON IS
REQUIRED TO DESCEND SHALL BE MADE WITHOUT PROPER PERMITS.
4. SOIL BENEATH FOOTINGS AND SLAB SHALL BE COMPACTED PER UBC ( 90% RELATIVE
COMPACTION MIN.)
5. THE MINIMUM BOLTING FOR SILL PLATES TO FOUNDATION ( UNLESS OTHERWISE NOTED)
SHALL BE AS FOLLOWS:.
- USE 5/8 INCH DIAMETER ANCHOR BOLTSS WITH 7 INCHES MIN. EMBEDMENT IN CONCRETE
- SPACING NOT GREATER THAN 4 FEET O.0 NOR FURTHER THAN 12 INCHES FROM CORNER
(MINIMUM TWO BOLTS PER PIECE).
6. SEE FOUNDATION PLAN/SHEAR WALL SCHEDULE TO DETERMINE FURTHER BOLTING REQUIREMENTS.
WOOD
1. ALL LUMBER USED FOR STRUCTURAL PURPOSES SHALL BE DOUGLAS FIR, SOUTH COAST REGION,
GRADE IN ACCORDANCE WITH THE WEST COAST LUMBER INSPECTION BUREAU.
2. MINIMUM GRADES FOR STRUCTURAL LUMBER SHALL BE AS FOLLOW:
ROOF & FLOOR BEAMS.........................................NO. 1
ROOF & FLOOR JOIST.........................................NO. 2
EXTERIOR WALL STUDS:
LESS THAN 10 FEET IN HEIGHT.....................STUD OR NO.3
GREATER THAN 10 FEET.................................NO. 2
INTERIOR PARTITION STUDS.....................................STD. OR CONSTRUCTION
BLOCKING OR BRIDGING.........................................ULTILITY
POSTS & HEADER...................................................NO. 2
3. ALL SOLE PLATES AND WOOD THAT IS LESS THAN 1-1/2" INCHES CLEAR FROM MASONRY OR
CONCRETE SHALL BE PRESURE TREATED DOUGLAS FIR,
4. WALL, FLOOR AND ROOF FRAMING SHALL BE CONFORM TO CHAPTER 23 OF U.B.C.
FA mMap& AM
� -e
A.B.
ANCHOR BOLT
EQ.
EQUAL
ADJ.
ADJACENT
EXT.
EXTERIOR
PR.
PAIR
A.F.F.
ABOVE FINISH FLOOR
E.W.W.M.
ELECTRO WELDED WIRE MESH
PVC-
POLY VINYL
AVG.
AVERAGE
FIN.
FINISH
REINF.
REINFORCING
A.D.A.
AMERICANS WITH DISABILITY ACT
F.F.
FINISH FLOOR
REQ'D.
REQUIRED
BD.
BOARD
FTC.
FOOTING
RM.
S.C.
ROOM
SOLID CARE
BLDG.
BUILDING
GA.
GAUGE
HG.
SIMILAR NG
BLKG.
BLOCKING
G.I.
GALVANIZED
M
CLG.
CEILING
GL.
GLASS
STL.
STEEL
CLO,
CLOSET
GYP.BD.
GYPSUM BOARD
SW.
SWITCH
C.L.
CENTER LINE
H.C.
HOLLOW CORE
S.M.S.
SHEET METAL SCREW
CONC,
CONCRETE
HDR.
HEADER
T&B
TOP AND BOTTOM
C.M.U.
CONCRETE MASONRY UNIT
INSUL.
INSULATION
TEMP.GL.
TEMPERED GLASS
C.T.
CERAMIC TILE
INT.
INTERIOR
TYR
TYPICAL
D.F.
DOUGLAS FIR
MFGR.
MANUFACTURER
V.C.T.
VINYL COMPOSITE TILE
DIA. or 4r
DIAMETER
MIN.
MTL.
MINIMUM
METAL
VEN.
W/
VENEER
WITH
DIM.
DIMENSION
N.T.S.
NOT TO SCALE
W.C.
WATER CLOSET
O.C.
ON CENTER
WD.
WOOD
EA.
£ACHING
PLAS.
PLASTER
W.H.
WATER HEATER
E
ELEVATION
PLYWO.
PLYWOOD
WT.
WEIGHT
SHEET INDEX
A 1.0 TITLE SHEET, EXIST, OVERALL SITE PLAN, DEMO FLOOR PLAN
NEW FLOOR PLAN
A 2.0 FOUNDATION PLAN, NEW FRAMING/ROOF PLAN,
A 3.0 ELEVATIONS, SECTIONS AND DETAILS
A 4.0 CERTIFICATE OF COMPLIANCE AND DETAILS
VICINITY MAP
PROJECT SITE
LOIN Ln Mo#Pd� Di
jeuntich Ave _..
_.,.
McClure Avo
1" m
Kem Avg: '
;€
...
Belthutst AVM
�Aazard Ave
.
nott
" F tier Awl
Rh {o Ave
atky iow a?sY
Catalina
St
J,kWombleyClr `
Aiundol Ave
elver br
W staff
Ketch
Ave
to SN 4 S
4t � ocher Ave
W Ord St_
Swern AVO
R aV 2,
ldl .4.4>. t-_*
6" SunsweptAve -
St
#+9i�rrtirr�sl�� Avo
Pentvy Ave ..
. < 'Maude Ave
G��r Ita� St
4,
;
OakfieldAire,
E97s
Col Ste St
Pork
0
d Ah St RotsoveltAvio
W 691 St' a
. . .
S
97
ul
�.. !dell Dr Us ,
I p rson Av _ B o W Henderzon PI
0 to W Mt�Irlc Or slCow
Sirbette, Ave '
W Borbette Av6 W Camille Bt "
Cebu 6% ` KoelsOn Ave
to � 4'9P32
s�iugham,Avve- � Dl �vjt AV, � " Davit XVe � Maui Aver �
" W V�iatkitis WaY
A1rkt+rNttitHi'1`I I�+a`d&r�3(3it3T1 Ave
BUILDING DATA
LEGAL DESCRIPTION TRACT # , LOT # ,
CITY OF SANTA ANA, ORANGE COUNTY
OCCUPANCY. GROUP R-3 , RESIDENTIAL
TYPE OF CONST,: TYPE V-N, 1 STORY BUILDING
LOT SIZE
48'x
128'=6144 SO.FT
EXIST. HOUSE
: 1100
SO. FT.
EXIST. 2 GARAGE
400
SO. FT.
EXIST. DRIVEWAY
1050
SO. FT.
NEW ADDITION
4$2
SQ. FT,
LOT COVERAGE (INCLUDED DRIVEWAY)
3032
: 6789 = 49.3%
SCOPE OF WORK ADDING NEW 2 BED ROOM AND BATH ROOM 482 sf.
APPLICABLE BUILDING STANDARD
1. 2001 CALIFORNIA CODE ( TILE 24 PART-6) AND THE MORE STRINGENT STANDARDS
MANDATED BY ASSEMBLY BILL 970 WITH AN EFFECTIVE DATE OF JUNE 1, 2001.
2. 2001 CALIFORNIA BUILDING CODE. (CBC)
3. 2001 CALIFORNIA ELECTRICAL CODE (CEC)
4. 2001 CALIFORNIA MECHANICAL CODE (CMC)
5. 2001 CALIFORNIA PLUMBING CODE (CPC)
6. SANTA ANA MUNICIPAL CODE (SAMC)
I, 48' -0" le
t
(E) CONC.
DRIVE WAY
r
SCALE: 118" = 1 r-Off
5th ST
NOTE: BATTERY OPERATED SMOKE
DETECTORS @ EXIST, CONSTRUCTION.
FLOOR PLAN SYMBOLS
EXISTING PARTITIONS SD SMOKE DETECTOR
-- -- -- - - -- --- EXISTING PARTITION (NON
- -" - -" - - BEARING) TO BE REMOVED � EXHAUST FAN
:r:t,,,,,;r..:;; rt:.+.,,.,;•, �;.x;.a:. :•:; _ ,,: NEW PARTITION
EXISTING DOOR
SECTION AND FRAME
SECTION MARKER
SHEET # #
NEW DOOR AND DETAIL � # DETAIL MARKER � (SEE DOOR SCHEDULE) E)
-
SHEET ✓ EXISTING WINDOW
TQ REMAIN
ELEV. #
SHEET # ELEVATION MARKER Cam~- =- _� O / BE REMO ED
r�
.- ,tt. .. EXISTING DOOR EXISTING DOOR
LII TO BE REMOVED TO REMAIN
NEW FLOOR PLAN NOTES i X j
1- NEW SINK AND CABINET
2- NEW 30 X 60 BATH TUB
3- NEW TOILET.
4- 24" X 30" ATTIC ACCESS PANEL.
5- NEW 3' X 1' VINYL SLIDING WINDOW
6- NEW 6' X 4' VINYL SLIDING WINDOW
7- NEW 4' X 4' VINYL SLIDING WINDOW
8- REMOVE EXIST STUCCO AND REPLACE W/ 1LAYER OF 1/2" PLYWOOD
9- NEW CONCRETE STEP. 7" RISE AND 12" RUN EACH STEP
10- NEW 2'-0" X 6'-8" H.0 DOOR
11- NEW 2'-8" X 6'-8" H.0 DOOR
12- NEW 2'-10" H.0 DOOR W/ ALUM. THRESHOLD
13- NEW 3' X 4' VINYL SLIDING WINDOW
14- FILL IN WALL
4'-0" 6'-0"
F6]
W/P
as GF1
ELECTRICAL SYMBOL
-4 TV TV OUTLET WALL MOUNTED LIGHT
418 PHONE 8D SMOKE DETECTOR
:cr DOUBLE STANDARD OUTLET GFI GROUND FAULT INTERUPTER
-PO, WALL SWITCH
SMOKE DETECTOR NOTES
1- EACH SMOKE DETECTOR SHALL BE INSTALLED IN EACH SLEEPING AREA
AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA
GIVING ACCESS TO EACH SEPARATE SLEEPING AREA
2- SMOKE DETECTOR SHALL RECEIVE THEIR PRIMARY POWER FROM BUILDING
WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND
SHALL BE EQUIPPED W/ BATTERY BACK-UP WIRING SHALL BE PERMANENT.
3- SMOKE DETECTORS SHALL SOUND IN ALARM AUDIBLE IN ALL SLEEPING
AREAS OF THE DWELLING
4- BATTERY OPERATED SMOKE DETECTORS @ EXIST. CONSTRUCTION.
NOTES: PROVIDE 20 AMPS DELICATE CIRCUIT @ BATHROOM
SCALE. 1I4" = f--0"
2x6 WALL FOR PLUMBING
-0�
%M,
A- PROVIDE WATER RESISTANT GYPSUM BACKING BOARD AS BASE
FOR TILE OR WALL PANELS FOR TUB OR SHOWER ENCLOSURES
OR WATER CLOSET COMPARTMENT WALLS
B- ANTI SCALDING TUB SHOWER VALVES REQUIRED
ROOM FINISHES
BEDRM & LIVING RM : TILE AND DRYWALL PAINT FLAT TO MATCH EXIST.
BATH ROOM : 4" VINYL TILE & DRYWALL PAINT SEMI GLOSS
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Design By: Frank V. Le
RESTRICTIVE NOTICE
THESE DESIGNS, DRAWINGS &
SPECIFICATIONS ARE THE EXCLUSIVE
PROPERTY OF FRANK LE, AND ALL
INFORMATION SHOWN IS
CONFIDENTIAL TO ALL RECIPIENTS
AND NO PART OF THESE DRAWNGS
CAN BE COPIED, TRANSFERED, OR
REPRODUCED WITHOUT WRITTEN
CONSENT OF FRANK LE
ENGINEER
DATE: 1211612004
JOB NO.: 10-63
NO. DESCRIPTION I DATE
BACK CHECK # 1
1 12116104
TITLE SHEET,
OVERALL SITE PLAN,
NEW FLOOR PLAN
AND NOTES
A 1.0
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NOTE: DOUBLE JOISTS @ WALL
ABOVE VERIFY IN FIELD DIRECTION
OF JOISTS AND REINFORCE ACCORDINGLY
- 2' X 2' UNDER
FLR ACCESS
W/ REMOVABLE
PANEL
NEW FOUNDATION PLAN = ,
SCALE: 114" = 9 -0"79
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NEW 12" 0 WIND TURBINE
ATTIC VENTILATOR-"VENTAMATIC"
-MODEL CX0012EB-OR
EQUAL PRODUCT
EPC }
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} )4X 1 O HD E)4X 10 HDR,
j 1 1 ST. 6236 @
TOP PLATE
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FAMILY ROOM I
�. SCALE: 114" = 1 "--O"
MATERIAL SPECIFICATION OF FOUNDATION
1. CONCRETE STRENGTH SHALL BE MIN, 2500 PSI IN 28 DAYS.
2. REINFORCING STEEL SHALL BE MIN. ASTM A 615 GRADE 40.
3. NO TRENCHES ON EXCAVATION 5 FEET OR MORE IN DEPTH INTO WHICH A PERSON IS
REQUIRED TO DESCEND SHALL BE MADE WITHOUT PROPER PERMITS.
4. SOIL BENEATH FOOTINGS AND SLAB SHALL BE COMPACTED PER UBC (90% RELATIVE
COMPACTION MIN.)
5. THE MINIMUM BOLTING FOR SILL PLATES TO FOUNDATION ( UNLESS OTHERWISE NOTED)
SHALL BE AS FOLLOWS:
- USE 5/8 INCH DIAMETER ANCHOR BOLTSS WITH 7 INCHES MIN. EMBEDMENT IN CONCRETE
- SPACING NOT GREATER THAN 4 FEET O.0 NOR FURTHER THAN 12 INCHES FROM CORNER
(MINIMUM TWO BOLTS PER PIECE).
6. SEE FOUNDATION PLAN/SHEAR WALL SCHEDULE TO DETERMINE FURTHER BOLTING REQUIREMENTS,
(E) 1 /2" PLYWD. SHT'G
(E) ROOF RAFTER �J BN, ��(E) LET -IN 2 X 4
2-16d-
EN
(E) 2 X BARAGE
(E) 2X BLK'G-
7/8"
(E) TOP PLATE-� f �� BACKEDTUCCMETALOVER
LATH PAPER
(N) 24 GA. GI FLASHING
(N) CANT STRIP
F(N) J" PLYWD. SHT'G
& ASPHALT SHINGLES
`"--(N) 2X RIDGE BOARD
W/ SIMPS HANGER
2 X CEILING JOIST PER FRAMING
(E) CEILING JOIST 4 PLAN W/ SIMPS HANGER
EN.
(E) 2X BLK'G-
Ft 72 X BLK'G 0 48" O.0
(E) 2-2X4 TOP PLATE
REMOVED EXIST. STUCCO
& NEW 1 /2" PLYWOOD
L NEW 1 /2" DRYWALL
EXIST. HOUSE NEW ROOF ADDITION
NJ
EXIST & NEW ROOF FRAMING CONN.
1 - 1 -0
2X DOUBLE TOP PLATE
CRIPPLE STUDS SAME WIDTH
AS WALL STUDS 0 16" O.C.
METAL FRAMING
CLIPS FOR OPENING
6'-0" AND OVER
SIMPSON A35, TYP.
2x STUDS
0 16" O.C. TYP,
DOUBLE STUD TO
SILL PLATE SAME
WIDTH AS WALL
STUD
FRAMING CLIP
SIMPSON A34
(TYP.)
HEADER
4X FOR 2X4 STUD WALL
6X FOR 2X6 STUD WALL
8X FOR 2X8 STUD WALL
DOUBLE STUD
BOTTOM SILL PLATE
AT WINDOW OPENINGS
ti --- FIRE BLOCKING -
CRIPPLE STUDS -
AT 16" O.C.
PRESSURE TREATED 2X -I--F--=
PLATE, ANCHORED TO EXISTING
SLAB WITH 5/320 SHOT PIN
32" O.C. PER ICBO #1290
WALL. FRAMING
17211 a 1 -O
--4-20d TYP. BOTH ENDS
TYP' "
6" - UP TO 4'-0"
2X P.T. SILL PLATE
8 - 4-1 TO 6-0
d R 10" - 6'-1" TO 8'-0"
UNLESS NOTED OTHERWISE ON DETAILS
(TYP.)
- NOTCH IN PLATE
?- 1 3 4" MAX. IF BORED HOLE
EXCEED 1 3/4" IN 2x4 TOP
PLATE OR 2 3 4" IN x6
TOP
LW tEM #3PBE OW F
3- SIMPSON RPS METAL STRAP,
TYPICAL @ EACH PLATE CUT
W/ ") 16d's @ EACH SIDE.
U.N.. ON PLANS PER DETAIL
9/SD-2.
I'- PIPE WHERE OCCURS
3- TOP PLATES/SILL PLATES
>- ANCHOR BOLTS PER PLANS
7- LOCATE ANCHOR BOLT 5"
MIN, 9 MAX. AWAY FROM
NOTCH OR END OF PLATE
NOTE:
-IF NOTCH OR HOLE EXCEEDS
50% OF TOP PLATE WIDTH,
6 STRAP BOTH SIDES OF PLATES.
STAGGER STRAPS @ EA. SIDE.
PIPING THRU PATE F-RAM'G 10
FLOOR SHT'G.
2 X FLOOR JOIST •- L-'''+
4 X GIRDER
P.T4X4POST
--�
8" SO. CONC. STEM
REINF W/ 2 # 4 E/W
2 X BLOCKING
PC,
PBS 44 Z
•,d
Id
~ a
• cv
NOTES:
ALT. USE PREFAB PIERS ,4 4
EMBED 2" INTO CONC. IN
PAD IN LIEU OF CONC. STEM
INTERIOR FOOTING
1 = 1 -O
10
EXISTING
(E) 1 /2" DRYWALL ----
(E) 2 X SILL PLATE ---
(E) 7/8" PLYWD SHTG --
(E)R-19 BATT INSULATION
NEW
2 X STUD 0 16" O.C. TYP.
NEW 1 /2" PLYWD.
SIMP. U HANGER W/
FULL LENGTH NAIL
2 X BLKG 0 48" OC
1ST BAY ONLY
2 X FLOOR JOIST - I
NE
2 X PT D.F SILL II W 2 X FJ PER PLAN
a AS OCCURS
N # 4 REBAR T&B NEW 2 X LEDGER W/ 2
4 ROWS 16d 0 8" O.0
(E) A.B PER PLAN? STAGG.
A35F 0 24" O.0
zo
# 4 HORIZ. REBAR �
15'
FLOOR JOIST CONK,
DRILL 9/16" MIN.- # 4 DOWEL 0 24" O.C.
0 HOLE FILL W/
EPDXY GROUT & °
INSERT DOWEL
ALTERNATE: USE
1 /2" BEHEADS
& THRD'D ROD
6" 12" NO SPECIAL INSPECTION
It EXISTING FOOTING NEW FOOTING E REQUIRED FOR
-•-�.- EPDXY IN THIS
APPLICATION
AT SLABS
�- REBAR DOWELS SAME SIZE
& SPACING AS FOOTING
DRILL SLANT ° ••, .:
HOLES 1/16
OVER DIA. OF
BAR FILL W/ .. .
EPOSY GROUT Q!
c' a
0000
:fit .° •° ,
6" 2'-O"
EXISTING FOOTING NEW FOOTING
DOWELS AT FOOTING
Vf= it -O
PLYWD. SHTG PER PLAN---�� 2 X 4 FLAT CONT.
@ 32" O.0
R.J OR RR PER PLAN
LET -IN 2 X 4
t
f AN.
' --2-16d
2-16d
N EN, 2 X BARAGE
2X BLK'G @ 48" O.0
FIRST BAY ONLY 2-2 X 4 TOP PLATE
2X BLK'G W/16d @ 8 ---WALL FINISH
O.0 ALT: USE SIMP. PER PLAN
A,35 @ 24" O.0
SHEAR TRANSFER (TYP.)
1 = 1 -0
GENERAL NOTES
1, WORK MUST COMPLY WITH CURRENT UNIFORM BUILDING CODE, NAT'L ELECTRIC
CODE, UNIFORM PLUMBING CODE, UNIFORM MECHANICAL CODE AND CITY STANDARD
2. ALL MATERIAL AND FIXTURES ARE TO HAVE APPROVAL FROM APPROVED TESTING AGENCY
3. ROOFING MATERIALS TO BE" CLASS B" MIN. MINIMUM ROOF PITCH IS 1 /2" PER FOOT.
4. LUMBER:
A. USE DOUGLAS FIR CONSTRUCTION GRADE # 1 FOR 6Xd AND LARGER, D.F. GRADE
# 2 FOR ALL 4Xd AND SMALLER,
B. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -
TREATED OR WOOD RESISTANT TO DECAY.
C. RAFTER TIES 4'-0" O.0 ARE REQUIRED IMMEDIATELY ABOVE CEILING JOISTS WHEN
RAFTER DO NOT PARALLEL CEILING JOIST,
D. PLYWD EDGES AT SUB FLOOR SHALL HAVE TONGUE AND GROOVE OR SOLID -
BLOCKING AT EDGES.
5. LIGHT AND VENTILATION:
A. ROOMS USED FOR LIVING, SLEEPING, EATING OR COOKING SHALL BE PROVIDED
WITH NATURAL LIGHT EQUAL TO ONE -TENTH OF THE FLOOR AREA WITH A MINA O SF.
B. ROOMS USED FOR LIVING, SLEEPING, EATING OR COOKING SHALL BE PROVIDED WITH
NATURAL VENTILATION EQUAL TO ONE/TWENTIETH OF THE FLOOR AREA, 5 SF, MIN,
C. BATH ROOMS, LAUNDRY AND SIMILAR ROOMS SHALL HAVE NATURAL VENTILATION NOT
LESS THAN 1 /20 OF THE FLOOR AREA OR 1.5 SF. MIN., OR PROVIDE MECHANICAL
VENTILATION WITH A MIN, OF 5 AIR CHANGES PER HOUR.
NAILING SCHEDULE
COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED.
1. JOISTS TO SILL OR GIRDER, TOENAIL: ................................. -....3-8d
2. BRIDGING TO JOIST, TOENAIL EACH END: ...... ........................... 2-8d
3. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL: ..... 16d 0 16"O,C
SOLE PLATE TO JOIST OR BLOCKING AT BRACED:
WALL PANELS: ... ........................................................ 3-16d PER 16„
4, TOP PLATE TO STUD, END NAIL: . ........................ .................. 2-16d
5. STUD TO SOLE PLATE: ........ 4-8d TOENAIL, OR 2-16d AND NAIL
6. DOUBLE STUDS FACE NAIL:.....................................16d 0 24"O.0
7. DOUBLE TOP PLATES, FACE NAIL.............................16d 0 16"O.0
DOUBLE TOP PLATES, LAP SPLICE.. ....... .................................. 8-16d
8. RIM JOIST TO TOP PLATE, TOE NAIL .................... <.......... 8d 0 6"O.0
9. CEILING JOIST TO PLATE, TOE NAIL... .................................3-8d
CEILING JOIST, LAP OVER WALL, FACE NAIL ........................3-16d
CEILING JOIST TO PARALLEL RAFTER, FACE NAIL ....... ........... 5-16d
10. CONTINOUS HEADER TO STUD, TOE NAIL: .......................... 4-8d
11. RAFTER TO PLATE, TOE NAIL: ............................................. 3-8d
12. 1" BRACE TO EACH STUD & PLATE, FACE NAIL...............2-8d
13. WOOD STRUCTURAL PANELS & PARTICLE BOARD SUB FLOOR, ROOF AND WALL
SHEATHING ( TO FRAMING)*, FIBER BOARD SHEATHING**.
1/2" AND LESS: .... 6d COMMON OR DEFORM SHANK,
3/4"..................8d COMMON OR 6d DEFORM SHANK,
1 "..........................8d COMMON OR DEFORM SHANK.
1-1/4 ..................10d COMMON OR 8d DEFORM SHANK.
* (ADD) NAILS FOR WALL SHEATHING MAY BE COMMON, BOX OR CASING.
** NAILS SPACED 3" O.0 AT EDGES AND 6" O.0 AT INTERMEDIATE SUPPORTS
COMMON NAILS ONLY
ST2215 @ 48" O.0 1 /2" PLYWOOD SHEATHING W/8d
IN LIEU OF 2 X 4 TIES NAILS SPACED AT 6" O.0 ALONG
12 THE EDGES & AT 12" O.0 FOR
2 X 4 TIES 0 48" O.C- 4 THE REST OF THE ROOF
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RESTRICTIVE NOTICE
THESE DESIGNS, DRAWINGS &
SPECIFICATIONS ARE THE EXCLUSIVE
PROPERTY OF FRANK LE, AND ALL
INFORMATION SHOWN IS
CONFIDENTIAL TO ALL RECIPIENTS
AND NO PART OF THESE DRAWINGS
CAN BE COPIED, TRANSFERED, OR
REPRODUCED WITHOUT WRITTEN
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RESTRICTIVE NOTICE
THESE DESIGNS, DRAWINGS &
;PECIFICA TIONS ARE THE EXCLUSIVE
PROPERTY OF FRANK LE, AND ALL
INFORMATION SHOWN IS
CONFIDENTIAL TO ALL RECIPIENTS
AND NO PART OF THESE DRAWINGS
CAN BE COPIED, TRANSFERED, OR
REPRODUCED WITHOUT WRITTEN
CONSENT OF FRANK LE
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RESTRICTIVE NOTICE
THESE DESIGNS, DRAWINGS &
SPECIFICATIONS ARE THE EXCLUSIVE
PROPERTY OF FRANK LE, AND ALL
INFORMATION SHOWN IS
CONFIDEN71AL 710 ALL RECIPIENTS
AND NO PART OF THESE DRAWINGS
CAN BE COPIED, 7RANSFERED, OR
REPRODUCED WITHOUT WRITTEN
CONSENT OF FRANK LE
ENGINEER
DATE: 1211612004
JOB NO. 10-03
NO. DESCRIPTION1 DATE
BACK CHECK# I
1211 "4
CERTIFICATE OF
COMPLIANCE
& DETAILS
A 4.0
4 of 4
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