HomeMy WebLinkAbout0674.02 Wall Section I-
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ROOF ASSEMBLY SHINGLES SNI GLESE b
(SEE PLANS FOR TYPE AND SIZE) � CADBOAD LES�7/16' SHEATHING R-30 OR R-78 AS REOU[RED IBLISB ROOF FELT Br NUNICIPAIIir COMPOSITE SHINGLES COMPOSITE SHINGLES DRIP EDGE DRIP EDGE ��I Alli�f 0'•�•��4. _� l.6 GUitfR BOARD 3 l*6 GUTTER BOARDi<
:.I KRAFT BACKED KRAFT BACKE
LHARDBOARD SOFFIT
I
\V2. GTPSUM LMARDBOAN SOFFIT :I 1/2'GYPSUM ./ SCREENED VENTS O
./ SCREENED VENTS DRYWALL FRIEZE BOARD
i DRYVALL FRIEZE BOARD SEE PLAN FOR SIZE
SEE PLAN FOR 512E
I HORIZ. SIDING
OLSI➢ING I I/2' INSULATION BOARD I/2' INSULATION BOA-TTYVEYVEK HOUUSE WRAP -TYVEK HOUSE WRAP-1/2' CELOTEX SUPER TUFF-R SHEATHING '' -1/2' CELOTEX SUPER TUFF-R SHEATHING
(7/16' ❑SB IN STRUCTURAL (7/16' DSB IN STRUCTURAL
LOCATIONS LOCATIONS
-R-13 KRAFT BACK BATT INSULATION 2ZI -R-131 KRAFT BACK BATT INSULATION
.1 (Rl9LS, -1/2DALL t7 GATT 41SULATION :31D FLOOJOPANS FTYPE ®END SPING VEK Y ..•1OR 110
TYVEK MORIZ.SIDINGR13 BATT INSUL. R-l3 GATT INSUL. •
KRAFT BACKED KRAFT BACKED
I. AIR SPACE
V2' GYPSUM .:, I/2'GYPSUM
co co
DRYVALL DRYVALL .�
ASSEMBLY
. l
i m WALL
OMINAL BRICK
!�1 •
FLOOR ASSEMBLY °' FLOORASSEMBL -1' AIR SPACE i
-2x8 or 2x10 JOISTS `0 2x8 or 2x10 JOISTS ° •
•% -TYVEK HOUSE WRAP
(REFER TO PLANS FOR SPACING) (REFER TO PLANS FOR SPACING) -1/2' CELOTEX SUPER TUFF-R SHEATHING
5/e' TBG SHEATHING GLUED AND 5/8' T6G SHEATHING GLUED AND •
0/16' OSB IN STRUCTURAL
_ _ SCREWED SCREWED LOCATIONS. COVER OSB w/ TYVEK)
Or I Or- 1 -R-13 KRAFT BACK BAIT INSULATION
I'JOISTS m7/ ['JOISTS O <R 19 IN 2x6 WALLS)
77...„..../..---
<REFER TO PLAN FOR SIZE AND (REFER TO PLAN FOR SIZE ANDa -I/2' DRYWALL
SPACING) TYVEK SPACING)
-3/4' T&G SHEATHING GLUED AND EXTEND TO TOP -3/4' TLG SHEATHING GLUED AND TYVEK
EXTEND ;GA TOP
OF FOUNDATION SCREWED �'• OF FIXINTION ��� icy
SCREWED ICA
'AIR SPACE
Et•Si1 1 rT,
4'NOMINAL BRICK
�r� F+-I
4.
SILLS -13 BATT SILLS R-l3 BATT Imo'I
44
-2x4 P.T. SILL INSULATION
2x4 P.T. SILL a� R-I3 BATT /N1.6\
-SIMP$ON MAB IS ANCHOR STRAPS FIRST FLOOR JOIST MORIZ.SIDING -SIMPSON MAB 15 ANCHOR STRAPS OPEN HEAD JOINT 45
B 36' O.C. AND 12' FROM CORNERS SEE PLANS FOR TYPE 2 36' OC. AND 12' FROM CORNERS C. FIRST FLOOR JOIST Q BOTTOM COURSE SRSIZE,AND SPACING OR SILL ENDS. 1 '1T SEE PLANS FOR TTP B 2�' DC.FOR VEEPS
OR SILL ENDS. .-, 11- SIZE,AND SPACING / FILL ./ VEEP GUARD (U
4
' 1 • y•, IDA
FNDAONWALL8 •i;11
BRANE
-DAMP/WATERPROOFING AS REQUIRED I 1 -DAMP/WATERPROOFING •
AS REQUIRED
< BY MUNICIPALITY -' b�! <<
BY MUNICIPALITY •:.•i z i �: ?
C==11
?=r A o
• BASEMENT SLAB •'
BASEMENT SLAB l M 4
-3000 PSI POURED CONCRETE �•,.� 3000 PSI POURED CONCRETE :. .; FOOTINGS 33Z
-6 MIL POLY VAPOR RETARDER FOOTINGS -6 MIL POLY VAPOR RETARDER •i,.,y ', -3000 PSI POURED CONCRETE
'�'i_•�.. .-3000 PSI POURED CONCRETE <IF REQUIRED BY MUNICIPALITY) • ..C.e l6' MIN WIDTH iR {t7 � J1
(IF REQUIRED BY MUNICIPALITY) :~^. -I6' MIN WIDTH -8' WASHED PEA GRAVEL '`•.tT' ECG SS
B' WASHED PEA GRAVEL -:" ',.(,',-•�;-:; '
� ;4 .-;y e+ -8' MIN DEPTH �,_.�, -8' MIN DEPTH
�" -PERIMETER DRAINAGE SYSTEM G v
' ",..�,�"� -PERIMETER DRAINAGE SYSTEM
TYPOCA._ WA__ SEC 'fiON TYPOCA_ WA SECTOON SUNG BROCK BROCK WRAP
NTS NTS