HomeMy WebLinkAbout0297.95.1HOUSE
V2" GYP. BOARD
R -13 INSULATION
2x4 BOTTOM PLATE -
BASE
1/2" DIA ANCHOR
BOLT, Ib' LONG •
61-00 Oic,
QA 4QE R -13 W48L LATION
1/20 GYP. BOARD
b/69 TYPE 'X', FIRE BASE ---
CODE GYP. OOARD
V2" DIA. ANCHOR
BOLT, 16" LONG • 140 INSULATED SHEATHING
2x4 STUDB • li" OG. 0'-0. O.G.
V2" EXP. MATERIAL
V2" EXPANSION JOINT t'
V2' DIA ANCHOR
V2• DIA. ANCHOR BOLT, 16" LONG •
BOLT, 16" LONG • 6' -0" O.C.
6' -0" Oc.
1/20 EXP. MATERIAL yy�� V2• EXP. MATERIAL
NI _`--- --Ir1" INSULATED SHEATN!NG
7t- t7 11`W V M t tV.�
V2" GYP. BOARD
BASE
V2" DIA. ANCHOR
SOLT, 160 LONG •
6' -0" O.C.
V2' INSULATED SHEATHING
BRICK TIES - REP. NOTE 83 1/2' EXP. MATERIAL
__QEEP HOLES • 48" O.C.
- V2" IN61111.ATEO SHEATHING
ORICK TIES - Imo. NOTE 05 F-
0
Lij
F—
WEEP HOLES • 46" O.C. _
U
BRICK SILL FLASHING Q
-- - " e = - -r --+►-r - = - - _ - i 4' VINYL SIDING - -- = - �- s r - - - - BRICK SILL FLASHING
F6118N GRADE to M VARIES 4 T bxb/10x10 WW'1 - - T T - - ^ - - z 4' vMl1 SIDING i FINISH GRADE i
_ -- - •, REINFORCING FINISH GRADE T - FINISH GRADE t
114, 6 ( APOR V �� .A 'i' / cc� / ,! x � CARRIER 4 CONGR SLAG! OVER MMIMIl'1 / - -� i, /� /:� 4 CONCRE E SLAD- \r I A ' ATION FORM
A GRAVEL /..\ / i " 4 MIN_ PEA GRA / �, ��� �� i% �\ 4 CONCRETE SLAB a ! 4 MIN PEA GRAVEL ;�� �A � � � � �� � i / � \ ,��\ : �� 4" MM. PEA GRAVEL � � \ CM1J.
FOUNDATION 4" CONCRETE SLAB i �\ , j �`�sOUN1DATION FORM \FOIIJpATI /' �. a / i'� / IrOINDATION FCOI�P1 • 4
o ° � ' V CJRM 4" MIN. PEA GRAVEL ;� a ON �t 1 V " • /� /�� ���
I" THICK RIGID ��` / 4" MIN. PEA GRAVEL . a� '�
I THICK RIGID
INSULATION- EXTEND MIN` �� I' THICK RIGID i
INSULATION MINL \ / 12'x24' CONGR><TE
2' -0" BENEATH SLAB ( I F )
i'/ ° INSULATION - EXTEND MM "x 2' j /�� •" / �� FQO'TING ?
-0 BENEATH SLAB \
2' -0 BENEATH SLAB j� ," 12 24 CONCRETE /� 5�
" 4' CONCRETE / 12'x24" CONCRETE 12 "x24" GONGRETE ���- FQOTING (2'300 PSI F) b" G1'1U /' �\
I2 x2 i .
FQOTING (2'300 PSI F) �� fQOTING 12,500 PSI F) FQOTING (2,b0m P91 F )
D EC' m ��
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A a �ODD�C� �CC`�o �OD��C� ��o ® G�DC��
,cco,% Ef C T C�RA E ��C��o a m3
IB IB 3i4 "•I' -sa" IB 3/4 ".I'-m"
GENERAL FOUNDATION NOTE-5:
2xb OR 3x4 5TUD5 • 16" O)C. REQUIRED FOR EXTERIOR WALLS AND INTERIOR BEARING
WALLS OVER TWO (2) STORIES M HEIGHT,
PROVIDE OUT5IDE COMBUSTION AIR FLUE TO FURNACE. RUN VERTICAL TO tot FLOOR
FLOOR JOISTS, THEN HORIZONTAL TO BUILDING EXTERIOR PROVIDE FIRE STOPS IN
FLUE AT FLOOR AND CEILING.
RETAINING WALLS 4' -0" HIGH AND NIGHER SHALL BE DESIGNED BY ENGINEER AND
SUBMITTED TO CITY BUILDING DEPARTMENT FOR APPROVAL.
ALL PLATES ON CONCRETE 5LA55- ON-GRADE ARE REQUIRED TO BE TREATED WOOD
OR REDWOOD.
TOP OF STEEL AREAWAYS TO BE AT ELEVATION -0' -7" AND SHALL HAVE METAL GRATE
COVER
SEPARATE WATER 4 SEWER LINES MINIMU Ib" HORIZONTALLY AND VERTICALLY. LOCATE
SEWER LINE MINIMUM 1' -0" ABOVE FLOORS` LOCATE WATER LINE MINIMUM 5' -0" FROM
TOP OF FOUNDATION WALL.
PROVIDE EGRESS WINDOW (REFER DETAIL) IF REQUIRED BY CODE. SIZE, LOCATION,
AREAWAY AND LADDER TO BE AS REQUIRED BY CODE.
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