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1 1 j I ��M� F ^N O Rao. =' s ET I►.14
Ex1 3r FO Id 1 - - - —
TJ�TiOk! 1//77- - - - - RAFTER.
`ICJ FM._,1. -iG e)-e: ✓ T. ROB F I tl r... °�� -/
wr.LL j _ GEILI N G SOIST
' =1 •oues>� T PLO.TE •
ExtST- H E •
•
-�' �� P SCREENED E/�VE `
I 34' ^ G. VpSut•-+ \V..LL-
L! I` ! 1 V 1- V u L� /'� T Ll I �J PLAN C 1....11 13.E sZp
11'- zo1 -di , FLOOR _PLAIN
„
= I -0
I zx LI STUDS ..T
.51D1/.1c.OVER 1 16" OG-
6 2,1411-01 N4 PAPER
This plan does not to show all code requirements
- or construction details. It is intended to provide
an example of the 1
tYPe plans required far alterations
or additions to a single family residence. It is not �. rNSUL.. r1J► t
intended to be used as a construction p._ The City �!
does not assume any responsibility for errors or
omissions oft this drawing.
•
PQE 3SLIRE 1- RE A•T - Sc.16FLOO4
E O rout.; o
' 2 . PL ^T mo
- _ t EKiST HOI -ISE r _� 6' O -C s �• T �\ � IJG F otsuA..v�LL
_ ff. 6 - 1 3
I � ) / E;� - 2 3 T 0 2
-
DOUG SOOT N" III Y
'7 X 1.5 - ` �2�rOR.y r •
%AOr�ITt01.1'tiy� '- 31At a - cG r' viSqclirEN
c^�oDIT1 Jn1 If I
-
FRONT E L 1= VAT 1 n K! 6 I DE L l (--- - �
.,,,,-.=,-_,0- Ur - ���c N 1 11 gyp CAL sl=c T I o I�
,,._ r 1 -
-
i OR.a' ' N e>': t3 c . R� i
FRAMING DETAILS
In
If PLATE It CUT FOR PIP[ OR HEATING CONSTRUCTION
STACK, TIE WITH METAL STRAP 1X' • FLOOR ay ON EXTERIOR WALLS rl • AND BEARING PARTITIONS
STAGGER JOINTS I'
• •{
_ 1'`" sublloor m•Y INd 0'8101.
11 GAUGE 1.1 {O NAILS EACH CND,
PUT[ 0 may b• u{•d on 11111oore
����, R-40 !t b and R-607.1.2. Not. R•606.1 o,
DOUBLE I an �� IIi�
7 x 1' PLATE s F _
_ C Z I 8TU08 '1 a )' x 1'aA!
FIRE STOP HEADER _ yyyggg i
AROUND I 4 $ r OPT 1 1O HH NAL /
11 11 R402, /,
Solid block..
PIP( 1 Q I1o011 See Bon
< I
T x 1' STUDS V I
4 11 '..."'.'"777.17:77"....-......"."...9
I
1{'0.0 - -- - -�,. )I x E I x W C'� N �
WITH CXC [pTIONS TRIMMER I _ O L w e• • 41.0 In I
AS SET FORTH IN Ho,. ,: la b
SECTION R-!0) 112
2'Clan {nc• Qlyder_SN •• • I
PROVIDE VENTS ` N01. R•602,2,1/ a 'I
04 ACCORDANCE >
WITH SEC, R•309
Pi
� � � "I III
M
•_ x JOISTS
2' x 1' SILL 7�� \-
C THAN 4.0' SPA L! IP MORE 111 1111 1
- - • FIREPLACE
USE HANGER IF HEADER
Ir r" 06 'O.C.EMOEDDEO - .. " " -_ —Z SPANS MGR[ THAN S - I111111111 IN FOOTING r ' • _ _
1' x 4' BRACE FOUNDATION STUDS Il I LAP JOISTS
mm
/'� LET INTO STUDS
0111 1
,' /
� II
II "I
�I ►_, blockl n oroe{ bridging or solid ) II
IMO I" �I \r P orlobl span{ of more
than J #1I ,I�"I ►�.� an 10 -0', exoopt that bridging s nd
�\ ",l " r ocking not located H WPpor
bl
L. 111 may be eliminated where D,
inlet depth•10- thlcknese '
Double Joists under booting ratio doe, not ex°sod 0.
If JoI,
CORNER STUDS
Partition* Partition* U an
Hole, I /epuredl I
A third •IUd •ndior pipes, block /' 0.0. max,
partition Inbr backing elude may b•. omitted through IM use
of wood spec..., or backup deals of 14- Inch-thick I Y II 1. '
motors devices which will serve „ an ede0 booking , $o IM 141ck lumber a other
approved d ,, uote np etbdhmenl of being O ^ .•
• CLEARANCE FOR OAS
VENTS
TYPICAL WALL, FLOOR AND ROOF FRAMING MINIMUM FOUNDATION REQUIREMENTS
— 2" SILL
CEILING JOISTS • r ,_
OR APPROVED W'4,1 1 7'b001T8 �,
TRUSSED RAFTER A �_� a..x... 9 O.C.
2 or MK
v II' MIN, DOUBT! 3..\ n L \�, ` V
PLATE
// '� , .• .
DOUBLE ( UNDISTURBED
1
PLATE I i H / NATURAL UR8 D
y
EXTERIOR INTERIOR
az
SECOND STORY
"'}' — ir 1 STOR '�j
u� m 16 2 8TORY I ; � "
I . 5- • 3STORY r
y JOIST MAY BE CUT `T SPAN N
OR NOTCHED BETWEEN I CONCRETE • SLAB ILOOTINO
uI .7
THESE LIMITS •
A pEE SEC, Rfib) •
PLATE ""'" " :A P ». •. f , NIN,
1 , _ „ UNTREATED SILL r THICK, WIDTH I r" • ^, I l
�� 0 1"•"- NAILED 6TUDTD Y� T.-- � � NOT LISS THAN STUDS
1'MIN, • 14-
OTMORE THAN (6 t' 12 OMCOAN[A INTO CONCRETE, �' UNOLRdLOpg
AC! HEO
DOUBLE \ NOT MORE 1YR I'
PLATE SPLICE �� \ PIPS ..�� ' _, �'• /INIS
onAce
1' 4 RIBBON 1�:. = i ! . ,
CU' /INTO STOP •�' % /!• UNDISTURBED
r
STUD �� .1„'' iii ,'� 1 7 "AND SLILOW ofd �
>,l'i� •e NATURAL • 1 ; ,. ;:.‘ , 4
►RO TNE '' 1' T'
6 � , li'i is 'Y '.U* i
O 1 2'• SY iBTORY
O 1S •2STOR ....._.______.4.....
�____�
w z 6' MAX if• 3STORY
m A INTERIOR OR EXTERIOR
� BEARING WALL FOOTINGS EXTERIOR BEARING
WALL FOOTING
FIRE STOPS ANO PLATES
OF 2 MATERIAL
Irr OBOLTS (a ' O.C., 15'
MASONRY NOT MORE TRAI N
SPLICE / PLATE SUDFLOOR : I
MASONRY
CORNER
ir
,I� BLOCKING
UNDERFLOOR MASONRY MINI
J , ��l'.• 1
', RFLOOR SPACE
I ' L x a UND ER•FLOR SPA ILL SILL
KR
i V SPACE
CONTINUOUS FOUNDATION BELOW FROST 1 _ /
UNDER TWO-STORY •�•�: 'ti� ' LINE, MIN. 1Y
BEARING PARTITION \ ; •a:'' �;}• + � 0 ^'''
emu• vrl e•
12' • I STORY � '
SEE TABLE 1S'.:STORY
SEE FOOTNOTE N0. R- 602.2.2 16' • STORY
NO. 1
PLATFORM FRAME INTERIOR PIER FOOTING "'MAX.
BALLOON FRAME INTERIOR OR EXTERIOR
NOTES: BEARING WALL FOOTINGS
FoundatIon, shall .,lend not less than 1; Inches below the llnlahed natural grade a engineered tat and In no
Case less than the Trost line depth,
will,
PoOting S lower altall., owab a. ba le ad soli on pr.,l soil ith shall anaIN lcw,od.s l, lollptij , P!1,000 p0unda per spu, tool. Feelings on soil
gn.d In sCcordanc1 will, lcc•p eng ing p'Scho.•
FRAMING DETAILS
'� RAFTER SPAN
I
OWm
g U
ab-n 1 RIDGE BOARD
ZmiF SEE TABLE NOS.
O z wlt T E THRUGH7•S
0 4' z 1 d (Appendix B)
_,�vlz
° � NAIL TO
\�-� ) " x /'BRACE / • RAFTER
®1' O.C.
This figure Is for Illuslrallon ur
DOUBLE PLATE � P poses only and thv writtvn tvxl shall apply,
CE J018T
SEE TABLE NOS.
STUD j 7•A THRU 7.0 ,
i (APIHndlx B)
I
a
� x
t44 SOLID 2' x 1
LATE
BLOCKING /
\ : SUB ILING I °LOOR r
al FOUNDATION �
JOISTS ®
lei ~
i- GIRDER
FOUNDATION PLATE