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- SECTION 4
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DEMCE F'OP"
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P14ANTbM L" Nolco4:r, E8 ;STEEL $CzJ�►D1
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L
jANGLE£P W/ 4 *11K, aEAf tM, t44E* W RECUIRED
EXTSMOR MA$otqw u
AT ALL '.NMW>W� � �429
EDGE_+WLW,s4 AND t2v- 04#CNq ALL
INTEL' WIATE MAlLjw.
COMECTORS- INDICATED
By T44E $IMPSON STRCW,-TIE 40r#4tr. IW,,
64N LE-ANPFzo, 6ALiFoRNfA 94511
goo -999 -PCs%)
'BRACE P-OCF TO. WALL Ok 5EAH ar;-.LO . W
%U/ 2x4'6 0 32" O.C,
DEMCE F'OP"
Cp P'V
M p I kI
l0T_N*_'9Co - NVOOD6ATE CA2MEL,1KIDIANA
A
GL. RIDGE BEAM
2X6 SCABBED
ON TO RAFTER
Y1
_ _ _ _ _ BOTTOM OF _
/ \ MIN. 2" AIRSPACE CEBO IN J1�O S S
2X6 RAFTER
2X4 BRACMG
• 32' O.C.
BONUS
ROOM1
1 4 BONUS�M. fsuB�
- - -- I TOCP OF PLA11:
SOLD =
CKMG I
I r
GAR,4 E �_� I i
COW. GLAM _ _ �+ I J Fi TFL. ISUB
I I �
SECTION V4' = I'-®'
2X6 COLLAR TIES
2X6 SCABBED 12(
ON TO RAFTER 2X4 FRAMING • K' Dr.
2X8 CEILING JOIST
Nn'
a
RIDGE BSAM
2X8 RANTERS
2X12 CEILMG RIDGE
SLOPED- 2X12 W/ CEILING
RADIUS CUT
2X4'8 • 32' O.G.
COLUMN
3/4"
JOIST BEARI1bCs
2x6 OUTROGEft
GABLE VENT
FASCIA NEIGLt
YWOW r
4 SLAB
` PORCi-i I iA OVER CQMlPACTED
FILL PEPIWSS
t t t t FOR FLOOR FINISL
BRICK STEPS ----�
TO GRADE AS
REQUIRED
FIRST FL. _ SQUIRED
4'•6" B'.®" �_Gr (SUB) - -
SECTION
1/4" • i' -fa"
---
BEAM
(2) 2X4 P"T BEYOND
2X10 VALLEY. BEAM
2X* R, AFTESS
R
KGL. ' BEYOND
(2) 24"
8LOI4D 2XI2 UI/
CELM RADIUS CUT
2 LAYERS 1/4'
TUCK GYP. no.
CZLWxx WEIGW
PLS
6LOPW
SM •FRONT WA
.3 cOWLATAW
.%�.3 TOP_ OF
�
BPRNG LME �
OF RADIUS A
S=
IO" DIA. COLUMN =
rl . R.
6 MIL POLYETHYLENE
MOISTURE BARRIER
TRANSOM
POOR
FORCH
SLOPE
ra
/
GJ... BEAM
i
WALL--\
MEYONP
CONC. SLAB
SECTION
KITCHEN
BEYOND
Mi
1/4' " 1'-V"
/tSHOWNt BEYOND
r I DOOR FOR
I SCREEN PETALS
I 5
\t
TOP OF
PLATE
FIRST FL.
igg".
�� r - - r .•; -ter
1'-4 3/4'
-1 1x9 2x4 lQ4!M A1.l. • 16' OAC.
MM. 2' AIRSPACE
FACE OR STUD 2X6 CIE LNG JOISTS TOP
OF4 2xa BRACING w 320 0= I TOP OF FASCIATREATED Iwx4A `
= N = :..._ _ _ 50"
STUCCO BAND
RM
S ( T OF / / • \ lSUBI
TOP PLATE 'uj T fL
0 MASTER. f�ip
IBAT14 2'-®• it 43 � TOP OF P1.AfQ ! ) / TOP OF PLATE
- -
FASCIA 17
1 SECTION u4 I -�" BASEMENT STUCCO �
= 9
M,d►cJ' TSR�o C 24Q SLAB 2 LAYWO 13/324 PLYWOOD � cm FROM TREATED 1X6
{.IOUGE BEYOND FOR STUCCO FRIEZE
= BATH _ _ _ __ _ _ i$/32" PLYWOOD SNEATWm
5 BAND PROJECTS In (TYPJ 2 V2' (TYPJF cA
• NOTES ACS OF MASONRY
Slut S$CT: 3/b t "FOOT FL
2
SECTION FOR TYPICAL NOTES - — -
V4• • 1'-09 v44 (UB)
(0 SLOPE TOP OF BAND i/4' (TYPJ
FIRST FL FIRST FL _ _ TREATED 2x4 W/ bc2 i!
lSUB) (SUB) (TYP. FOR YEW. t
LORIZ vivo*") 4' CONG. SLAB
12 w/ 6x&xUAxUAA WtP NOTH: _ MASONRY
LLQ SEE SECTION 3-3 FOR
TYPICAL NOTES
r - R4 OF S'ND 11/4" COLU1r BEYOND � I`M. PL STUCCO
\ ®' YAM""
BASEMENT _ 901 TOM OF a cr��. BOND BEAMunTl4 coNT.
«3 BAR. PIWVIDE V211# ANCHOR
r I �• ILWCs JOIST SCREEN FABRIC ��� FABRIC� �� � � +' • , BOLTS w 32' O.C. TO SECURE
z- ' _
w 11�4Y a TREATED 2X8 PLATE C4 SCREEN �''
TOP OF PLATE . ' '
2X4 FRAMING • *0 0= � w M6ASTER DOIaeLIi TREATED 2x4'8 6 MIL POLYETHYLENE EXTEND STUCCO TO BELOW GRADE
w bit allm SIDES MOISTURE BARRIER OR CMIL FOUNDATION WALI.
_ • 1x8 WOOD TRIM FACING 3/8 EC!! Jr.NLLF.R V LORIZ GALV. JOINT
NCTS TOP OF ON 2Xi CONT. (TREATED b/4' XS' 1REATiiD FIRST Ft. • REMF. A 16' OAC. VERT.
CONC. 81.AB SEL SECT. OT FOR AT EXTERIOR) DECKNQ� _ - --- - (SUB) FILL ALL. CELLS BELOW GLADE
TYPICAL NOTES ABCIA FILL A ELL CONCRETE
-- - BASEMENT p.g• g• COLUMNS A8 GHOM TREATED 2x1D'S II1/
ItOP OR SLAB)-btIC TRIM BOARD •
AND TREATED 2X2 •s + FOOTING 612L AND RE",
• � � LtD4ER STRIP °
SEE GFNEWL NOTES
,g TREATED 2x4 TRIK4TSD w
PIER
LOAD 89IA1QM SECTION
D SECTION 1/4' • I' -m" 3 SECTION 3/4" . I' -AV 4" SECT ION 1 �• • r -m"
5 SECTION 3/4' = i'
0
- uROOo STUDS
• w• oc,
PA�,�OyyWEf�►�t 1�llIYEN
^OW
TI•M TRT'D PLATE
&Xi-uooQtlr4 uw
CENTER OF
SLAB (TYP.)
WIRE Raw. (4'-0"
WIDE) IN TWICKENED
CONG SLAD
e (2) 04% CONT.
DETAIL AT THIcKENED SLAB
3/4" a 1'-(d"
HEIGHT OP PIERS,
A. F019PO LESS THAN 368 IN HEIGHT MAY an a"Xi6'
OR AS NOTED ON FOUNDATION PLAN.
0. PIERS BETWEEN 3&" AND 80' IN HEIGHT SHALL
BE A MINIMUM OF 16'X16".
a PiERS GREATER THAN 80" IN HEiGH4T SMALL Be
A MINIMUM OF 16"X16" WITH (4) CONTINUOUS vo BAR&
fc. CI-IIMNEY CONST'RI,ICTION:
L USX 5/32" STRUCTURAL GRADS 2 PLYWOOD SHEATHING.
2 SPLICE ONLY ONE CORNER STUD AT ANY SPLICE. STA&MM
SPLICES AT LEAST 3'-0- AND USE (4) STUDS PER CORNER
3. USE 10d NAILS i 4" OAC. AROUND ALL PLYWOOD EDGES
AND 12' Or. AT ALL INTERMEDIATE SUPPORT'S.
4. PROVIDE BLOCKING BETWEEN STUDS AT 4'-0" INTERVALS.
$. CONTRACTOR TO VERIFY C14IMNIEi' FINISH MATERIAL
WiTH O"R PRIOR TO CONSTRUCTION. IF BRICK
MASONRY IS REQUIRED, CONTRACTOR TO MODIFY
CONSTRUCTION OF FIREPLACE AND CHIMNEY AS
FI=QUIRED.
& MASEMENT
L BASEMENt WALL CONSTR1R =ON SHALL BE, REIAI"ORCED
HASONARY OR REI4FORCED CONCRETE, AS REWIRED
BY LOCAL CODE&
2. FOR ELECTRICAL LEGEND, SEE SHEET 03.
GENERAL NOTES
_V"�i
P
w 16" O:G
I' WITM (3)
MIATFRR PROOF DUPLEX OUTLET
POWER DRIVEN
ASO ®OL.T& NOTE,
1 OH
+�►• CxENER4L:
TWO ANGLES REQUIRED
M -OW FLOOR "J. SWITCH CONTtiOLLM
L UNLESS NOTED OTHERWISE FLOOR FRAMING SFIALL CON818t OF
DUPLEX OUTLET. QWL,fER VERIFY L-OCATION
®
6X6-WIA>Q 4 uw
TOP OF 4" SLAB
NOMINAL 13" DEEP WOOD FLOOR TRUSSES
2 FLOOR TRUSS SYSTEM SHALL BE DESIGNED AND ENGINEERED
* CENTER OF
STEEL
� AM
ID
SLAB (TYP.)
BY TR4186 MANUFACTURER AND COMPLETE INSTALLATION
0110CUS1110 CEILING# L1GNT FiXI'UFM
WIRE REM. (4'-0"
a
"'mmon'•
DETAILS SHALL BE PROVIDED.
D4
MMEWR CAST ALUMNUM PLOOO LtGHTa
J
CEILING MONNTEP PADDLE F=AN W/ LIGHT
S. COORDINATE ACTUAL FLOOR TRUSS DIMENSIONS UNTH
CELLNG MOUNTED PAN - EXt W*T
�+
CKL64 MOUNTED PAN AND HEATER
�►
CEILNCI MOUNTOP PAN, LIGHT, AND HEATER
THE SELECTED TRUSS MANUFACTURER.
PLATE DETAIL
2'-0' x &'-2'
3'-4' x 6'-211
21-0" x 6'-2"
i OH WY TRANO
1 PIS WIV TRANS
1 DH W/ TRAMS*
4. PROVIDE BLOCKING BETWEEN FLOOR TRUSSES UNDER
ff
(4) 04% CONT.
All
WALLS THAT ARE PERPENDICULAR TO FLOOR TRUSSES
S. AT THE TIME• OF CREATION, PLANS COAPORM TO "CABO ONE
AND TWO FAMILY DWELLING CODE,- WHICH IS COMPILED FROM
V4
BOCA, 813CG1, AND UBC BUILDING CODES. HOWEVER
E,aC� ANGLE
MODIFICATIONS MAY BE NECESSARY TO COMPLY WITH LOCAL
AND STATE CODES.
6. CONTRACTOR SHALL VERIFY ALL DIMFENSION&3
'L
SECT iON
CONTRACTOR SHALL COMPLY WITH THE CONTENTS OF 11 IE
SPECIFICATIONS FOR THIS HOUSE,
2 j 1-112- , I' -W
& ALL WOOD USED IN CONSTRUCTION OF DECKS AND STEPS
SMALL BE TREATED. FASTENERS FOR TREATED WOOD (NAILS,
BOLTS, WAR DWAI, ETC-) SHALL BE GALVANIZED.
9. CONTRACTOR SHALL INSTALL GROUND FAULT INTERRUPT OUTLETS
AS PER CODE.
10. INSTALL ROOPING MATERIALS ACCORDING TO
MANUFACTURER& RECOMMENDATIONS FOR THE AREA
AND CLIMATE INCLUDING BUT NOT LIMITED TO
SHINGLES, TILES, FELTS, PLASHING, AND FASTENING DEVICES
SIJiS FLOOR
IL HEARTH DIMENSIONS DETERMINED BY CODE
12. INSTALL EXTERIOR PINISH SYSTEMS PER MANUPAt;tUFREWS
RECOMMENDATIONS CLE. CONTROL JOINTS, ATTACRwIENT/
ANCHORING DEVICES, FLASHING, SEALANTS, RETC.)
$. F 'RAMINGs
L JOIST SPANS WERE DE I ERMINED ON THE BASIS OF THE
ALLOWABLE STRESSES IN THE "1991" GRADiNCsT RULES OF THE
SMT14EFiN PINE INSPECTION BUREAU" GRADE NUMBER TWO (2)
KILN DRIED.
I PROVIDE DOUBLE JOISTS BELOW ALL PARALLEL PARTITIONS,
D A QXXIdD ALL OPENINGS NOT INDICATED ON
ABOWiNICs
3 PROVIDE SOLID BLOCKING BETUIEEN FLOOR "is" UNDER
2x BLOCKING W/ N/1"0
WALLA n"T ARI: PERPENDICULAR TO FLOOR JOISTS
DOLTS 0 24, O.G.
_C 1�NTiLATiON:zam
BTAQ4EIe�D
L PROViDE COWMOUS RDGE VENTS ON AL1. ROM
STEL'!. DREAM
2. PROVIDE CONTINUOUS lQ0CF TO WALL VENTS AT ALL JUNC=WS
OF SLOPED ROOFS AND VERTICAL WALLS
L CARRY ALL FOOTINGS TO FIRM UNDISTURBED BEARWm
16• X 12' FOOTING FOR a" OR 9" FOUNDATION WALL WITH (2)
04 R EW. RODS CONTINUOUS
CAP K
PLATIN i•xi'xiR•
24' X a' FOOTING FOR 124 FOUNDATION WALL WITH (2)
WITH 3/4.1 )OCTA
04 REI. RODS, CONT141GU&
E. PIER FOOTINGS:
SECTION 11/2•
PIER FOOTO-W (TYPICAL UNLESS NOTED OTHERWISE)
• r-0•
a
L PROVIDE 3'-0"x3'-iomexl'-o' DEEP CONCRETE FOOTINNS WITH
(3) #4 MEINF RODS EACH WAY UNDER 208x320 MASONRY PIERS,
2. PROVIDE 2' -4'x3' -0"x1'-0" DEEP CONCRETE FOOTING WITH
(3) 04 i EW RODS EACH WAY UNDER 120x20" MASONRY PIERS.
3 FiLL PIERS SOLID WITH 200 P.S.I. CONCRETE, TYPICAL,
HEIGHT OP PIERS,
A. F019PO LESS THAN 368 IN HEIGHT MAY an a"Xi6'
OR AS NOTED ON FOUNDATION PLAN.
0. PIERS BETWEEN 3&" AND 80' IN HEIGHT SHALL
BE A MINIMUM OF 16'X16".
a PiERS GREATER THAN 80" IN HEiGH4T SMALL Be
A MINIMUM OF 16"X16" WITH (4) CONTINUOUS vo BAR&
fc. CI-IIMNEY CONST'RI,ICTION:
L USX 5/32" STRUCTURAL GRADS 2 PLYWOOD SHEATHING.
2 SPLICE ONLY ONE CORNER STUD AT ANY SPLICE. STA&MM
SPLICES AT LEAST 3'-0- AND USE (4) STUDS PER CORNER
3. USE 10d NAILS i 4" OAC. AROUND ALL PLYWOOD EDGES
AND 12' Or. AT ALL INTERMEDIATE SUPPORT'S.
4. PROVIDE BLOCKING BETWEEN STUDS AT 4'-0" INTERVALS.
$. CONTRACTOR TO VERIFY C14IMNIEi' FINISH MATERIAL
WiTH O"R PRIOR TO CONSTRUCTION. IF BRICK
MASONRY IS REQUIRED, CONTRACTOR TO MODIFY
CONSTRUCTION OF FIREPLACE AND CHIMNEY AS
FI=QUIRED.
& MASEMENT
L BASEMENt WALL CONSTR1R =ON SHALL BE, REIAI"ORCED
HASONARY OR REI4FORCED CONCRETE, AS REWIRED
BY LOCAL CODE&
2. FOR ELECTRICAL LEGEND, SEE SHEET 03.
DETAIL AT THICKENED SLA5
3/4" s i' -m"
ELECTRiCAL LEGEND
WOOD SR09
OESCm T10N
P
w 16" O:G
MO
MIATFRR PROOF DUPLEX OUTLET
POWER DRIVEN
WL+4L.L > wcw C:ON1i u no ow um CUTLET
1 OH
ANCHORS • an am
®
M -OW FLOOR "J. SWITCH CONTtiOLLM
TI -M TWO PLATE
DUPLEX OUTLET. QWL,fER VERIFY L-OCATION
®
6X6-WIA>Q 4 uw
TOP OF 4" SLAB
III&" &POO NlT MOUdTEO LIGHT FOC UPS
* CENTER OF
&OP 'FUSED GULF M0114T£D LIGHT RXTWM
ID
SLAB (TYP.)
O
0110CUS1110 CEILING# L1GNT FiXI'UFM
WIRE REM. (4'-0"
a
"'mmon'•
WiDE) IN THICKENED
CONC. SLAB
D4
MMEWR CAST ALUMNUM PLOOO LtGHTa
J
CEILING MONNTEP PADDLE F=AN W/ LIGHT
®
CELLNG MOUNTED PAN - EXt W*T
�+
CKL64 MOUNTED PAN AND HEATER
�►
CEILNCI MOUNTOP PAN, LIGHT, AND HEATER
eASE
PLATE DETAIL
2'-0' x &'-2'
3'-4' x 6'-211
21-0" x 6'-2"
i OH WY TRANO
1 PIS WIV TRANS
1 DH W/ TRAMS*
•
ff
(4) 04% CONT.
All
DETAIL AT THICKENED SLA5
3/4" s i' -m"
ELECTRiCAL LEGEND
Symms.
OESCm T10N
P
Own" OUTLET (CROWDED TYPPJ
MO
MIATFRR PROOF DUPLEX OUTLET
A
WL+4L.L > wcw C:ON1i u no ow um CUTLET
1 OH
A90W C41UNTER LOCATLON
®
M -OW FLOOR "J. SWITCH CONTtiOLLM
C
DUPLEX OUTLET. QWL,fER VERIFY L-OCATION
®
no VOLT OUTL.l1ET OR OOMtECTICN
CaLm MOUNTED Lldw PNXTURE
TOP OF 4" SLAB
III&" &POO NlT MOUdTEO LIGHT FOC UPS
�i
&OP 'FUSED GULF M0114T£D LIGHT RXTWM
ID
RBGE86H1O DIRECTIONAL. CKILNG LIGHT PRXIURE
O
0110CUS1110 CEILING# L1GNT FiXI'UFM
130
RECESSED LIGHT FOR WET AREA
"'mmon'•
UDM COUNTER MARMSCINT LIGHT
D4
MMEWR CAST ALUMNUM PLOOO LtGHTa
J
CEILING MONNTEP PADDLE F=AN W/ LIGHT
®
CELLNG MOUNTED PAN - EXt W*T
�+
CKL64 MOUNTED PAN AND HEATER
�►
CEILNCI MOUNTOP PAN, LIGHT, AND HEATER
0
*61m ELEVATION FOR TRsLANSOM.
WINDOW
SCHEDULE SYM OL
3 i/2"111 SAP.
ARK
COLUMN (TYPJ
QJAN. DESCRIPTION
A
BASE PLATE 6"X60)"m
1 OH
B
W/ (2) 3/44 ANCHOR
1 FDW UY TRANS
C
BOLTS, ON i" GROUT BED
1 DH
O
TOP OF 4" SLAB
1 DH
E
3'-6' x W-21
I Fodw W/ TRANS
F
21-4" x 5'-6'
:� • - . + i
f+ .' :' , ,
•, TURN DOWN SLAB 11
2 OH
H
TO TOP OF FOOTING
4 OH
J
,:CoLUm
2 ON we TRANS
FOOTING
4'-0' x 6'-20
1 PDOO W/ TRANS
WE SA6EIIENT PLAN
COLUMN
eASE
PLATE DETAIL
*61m ELEVATION FOR TRsLANSOM.
WINDOW
SCHEDULE SYM OL
ARK
SiZE
QJAN. DESCRIPTION
A
2'-8" x 6'-6'
1 OH
B
V-6" x W-2'
1 FDW UY TRANS
C
2'-a" x W-2"
1 DH
O
(2) 2'-8- x 6'-6'
1 DH
E
3'-6' x W-21
I Fodw W/ TRANS
F
21-4" x 5'-6'
1 OH
G
2'-V x 0'-20
2 OH
H
(2) 2'-8• x &'-2"
4 OH
J
2'-4" x 6'-2"
2 ON we TRANS
K
4'-0' x 6'-20
1 PDOO W/ TRANS
L
2'-0' x N-2"
1 SINGLE HIM W/ ARCH TOP
M
2'-0' x &'-2'
3'-4' x 6'-211
21-0" x 6'-2"
i OH WY TRANO
1 PIS WIV TRANS
1 DH W/ TRAMS*
ALL WNPOA ARE 100 AMm AND FLEAA?wmTmmow.
VERIFY LOCAL CODE &1RESS WINDOW PUQMM9vNM PRIOR TO CONNST114=014
WINOM MLNKRACTURER To PROYNOE GLASS WHRM PEOWIMP BY CODE.
* SEE ELEVATION FOR TRANSOM
PIPE / ',eg STACK
STUD WALL
K.00R JOISTM%M
EACH SIDE OF PIPE WI/
SLOCKlNo . 16' OAC.
TYPICAL "''iPE THRU FLOOR
3/4" *I'-0"
PLAN NOTES:
L VERIFY ALL LOCAL COOKS, ENERsY TYPES,
i AND SiTE COWITMB F"oR To CONSTRUC CK
j 2 RLMEW "LOCTEI? 1'R0444CAL SYSTEMS WITH
OWER PRIOR TO CONSTRUCTION.
RECOMMENDED LOCATIONS ARE AS FOL.LOWSs
TWE WATER HEATER MAY TYPICALLY Me pLA =
M THE BASIMEW OR IN TNR GARAGE.
HVAC. UNIKS) MAY TYPICALLY BE PLACED,
IN TWE BASPMENT OR N THE' AT= FOR ONE
STORY HOUSES, IN THE CRAWL SPACE FOR THE
FIRST FLOOR AND N ATTIC FOR THE SECOND
FLOOR IN TWO STORY HOUSES.
HVAC, EQUIPMENT IN ATTIC SPACE
SHALL BE ACCESSIBLE SY AN OPENING A$
LARGE AS THE LARGEST PIECE OF EQUIPMENT
AND H NO CASE LESS THAN 21'9X3&•.
3 SEE STRUCTURAL 0AAW>N36 FOR ADDITIONAL
IVFOIRUTION.
4. IN& L.AT E A AND ALL BATHS AND UTILITY ROOM.
S. TYPICAL. WALL, 2X4'6 . 16. OjC.. WNLESg OTHEF WSE
DIMENSIONED.
6. PROVIOE SMOKE VMCTOM AS RK=P= 8Y CODE.
1 t'RdYIDE OGORDEL.L$, `rp.4m& opvjK AAD CWM
7
11
11