HomeMy WebLinkAbout0253.95.21(2)3/16"A" STRAFIS
EMEDED INTO
EMBED
4 JOIST OR TRUSSES
W1 4
W1 (2)1/2"DIA BOLTS
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SOLDIER COURSE
2" MIN CLEARANCE FLASHING
(2)3/16"A" STRAFIS
EMEDED INTO
EMBED
4 JOIST OR TRUSSES
W1 4
W1 (2)1/2"DIA BOLTS
fro
GYP 150 CEILIWI
— W
D _■.■.�.. ...■.■■.
2x4 STUD AT M pr STEEL ANGLE
IN
�.� 5RICK VIE -
INS OPTIONAL NOT
C4 DAMPER
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01, SECTION
SCALE. ..: 3/4"
0
N
U
[ � i
4
C S
I
GENERAL NOTES;
1. MASONRY CHIMNEYS SHALL BE SUPPORTED ON FOUNDATIONS OF
SOLID MASONRY OR CONCRETE' 12" THK (MIN) AND EXTENDED
THE CHIMNEY.
r (Mlti) BEYOND EA. SLOE OF THE EXTERIOR DIMENSIONS OF
2. AREA$ NOT SUBJECT 70 FREEZING, FOOTINGS SHALL BE
WCA1ED.i2" (MIN) BELOW FINISH GRADE.
3. MASONRY CHIMNEYS MAY BE CORBELED 6" (MAX) FROM A WALL
Oit FOUNDATION PLANE. NO CHIMNEY SHALL BE CORBELED IF
Tl# WALL OR FOUNDATION THICKNESS IS LESS' THAN 12"
EXCEPT THAT SAID CORBELING PROJECTS EQUALLY ON EA
SLOE OF WALL, CORBELING MAY EQUAL THE THICKNESS OF THE
WALL AT THE SECOND STORY OF A TWO STORY DWELLING.
MAXIMUM CORBEL PER COURSE IS 1 ".
FLUE LINING OR WALL OF CHIMNEY SHALL NOT CHANGE IN
SIZE OR SHAPE WITHIN 6" ABOVE OR BELOW PASSING THRU
FLOOR, CEILING AR ROOF COMPONENTS.
5. THE CHIMNEY SHALL EXTEND 2' -0 "(MIN) ABOVE ANY PORTION
OF THE BUILDING WITHIN A 10' -0 "(MIN) RADIUS. CHIMNEY
SHALL EXTEND 3' -CY' (MIN) ABOVE ROOF PENETRATION
POINT.
6. MASONRY CHIMNEY WALLS SHALL BE CONSTRUCTED OF
SOLID MASONRY UNITS 4" NOM. THICKNESS.
7. ONLY FIRECLAY FLUE LINERS 5/9-(MIN) THICK SHALL BE
USED IN CHIMNEY, (OTHER APPROVED MATERIALS RESISTING
SOFTENING OR CRACKING AT 1800'F).
8. CLEANOUTS WHEN PROVIDED SHALL HAVE FERROUS METAL
DOORS AND FRAMES (TIGHTLY FITTED), CLEANOUTS TO BE
LOCATION AS NOT TO CREATE A HAZARD TO COMBUSTIBLE
MATERIALS.
9. COMBUSTIBLE MATERIAL SUCH AS BUT NOT LIMITED TO WOOD
BEAMS, JOISTS, HEADERS, STUDS SHALL HAVE 2" MIN CLEARANCE.
CHIMNEYS BUILT ENTIRELY OUTSIDE THE DWELLING SHALL
HAVE 1" MIN CLEARANCE FROM COMBUSTIBLE MATERIAL.
10. STEEL LINTELS ARE TO BE PROVIDED AT MASONRY OPENINGS
EXTENDED EACH BEARING END 4" MIN INTO MASONRY
SUPPORT WALL.
11. HEARTH MATERIAL SHALL BE NON - COMBUSTIBLE AND 3/8"
THICK.
12. THE HEARTH AND THE HEARTH EXTENSION SHALL EXTEND A
MIN. 36" FROM THE BACK OF THE FIREBOX TO THE END OF
THE HEARTH EXTENSION. HEARTH EXTENSIONS SHALL EXTEND _
AT LEAST 16" IN FRONT OF, AND AT LEAST 8" BEYOND, EACH
SIDE OF THE FIREPLACE OPENING.
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SIDE
ELEVATION
SCALE:
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I/4" TIES AT }
4 2 TIES AtE
IN vERt REB
(BEYOND)
LINE OF FIRE
AND CNIMNE'
BEYOND 111141 lit
5 "x8" VENT U;
SEALANT AR
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T -ION & PLAN•
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AT 12 "O.C. EA.
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WAY
RAISED
• _
10" POURED CONC —
FNDTN WALL
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CID
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4
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d °
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a
01, SECTION
SCALE. ..: 3/4"
0
N
U
[ � i
4
C S
I
GENERAL NOTES;
1. MASONRY CHIMNEYS SHALL BE SUPPORTED ON FOUNDATIONS OF
SOLID MASONRY OR CONCRETE' 12" THK (MIN) AND EXTENDED
THE CHIMNEY.
r (Mlti) BEYOND EA. SLOE OF THE EXTERIOR DIMENSIONS OF
2. AREA$ NOT SUBJECT 70 FREEZING, FOOTINGS SHALL BE
WCA1ED.i2" (MIN) BELOW FINISH GRADE.
3. MASONRY CHIMNEYS MAY BE CORBELED 6" (MAX) FROM A WALL
Oit FOUNDATION PLANE. NO CHIMNEY SHALL BE CORBELED IF
Tl# WALL OR FOUNDATION THICKNESS IS LESS' THAN 12"
EXCEPT THAT SAID CORBELING PROJECTS EQUALLY ON EA
SLOE OF WALL, CORBELING MAY EQUAL THE THICKNESS OF THE
WALL AT THE SECOND STORY OF A TWO STORY DWELLING.
MAXIMUM CORBEL PER COURSE IS 1 ".
FLUE LINING OR WALL OF CHIMNEY SHALL NOT CHANGE IN
SIZE OR SHAPE WITHIN 6" ABOVE OR BELOW PASSING THRU
FLOOR, CEILING AR ROOF COMPONENTS.
5. THE CHIMNEY SHALL EXTEND 2' -0 "(MIN) ABOVE ANY PORTION
OF THE BUILDING WITHIN A 10' -0 "(MIN) RADIUS. CHIMNEY
SHALL EXTEND 3' -CY' (MIN) ABOVE ROOF PENETRATION
POINT.
6. MASONRY CHIMNEY WALLS SHALL BE CONSTRUCTED OF
SOLID MASONRY UNITS 4" NOM. THICKNESS.
7. ONLY FIRECLAY FLUE LINERS 5/9-(MIN) THICK SHALL BE
USED IN CHIMNEY, (OTHER APPROVED MATERIALS RESISTING
SOFTENING OR CRACKING AT 1800'F).
8. CLEANOUTS WHEN PROVIDED SHALL HAVE FERROUS METAL
DOORS AND FRAMES (TIGHTLY FITTED), CLEANOUTS TO BE
LOCATION AS NOT TO CREATE A HAZARD TO COMBUSTIBLE
MATERIALS.
9. COMBUSTIBLE MATERIAL SUCH AS BUT NOT LIMITED TO WOOD
BEAMS, JOISTS, HEADERS, STUDS SHALL HAVE 2" MIN CLEARANCE.
CHIMNEYS BUILT ENTIRELY OUTSIDE THE DWELLING SHALL
HAVE 1" MIN CLEARANCE FROM COMBUSTIBLE MATERIAL.
10. STEEL LINTELS ARE TO BE PROVIDED AT MASONRY OPENINGS
EXTENDED EACH BEARING END 4" MIN INTO MASONRY
SUPPORT WALL.
11. HEARTH MATERIAL SHALL BE NON - COMBUSTIBLE AND 3/8"
THICK.
12. THE HEARTH AND THE HEARTH EXTENSION SHALL EXTEND A
MIN. 36" FROM THE BACK OF THE FIREBOX TO THE END OF
THE HEARTH EXTENSION. HEARTH EXTENSIONS SHALL EXTEND _
AT LEAST 16" IN FRONT OF, AND AT LEAST 8" BEYOND, EACH
SIDE OF THE FIREPLACE OPENING.
nrG
� I
SIDE
ELEVATION
SCALE:
"h
I/4" TIES AT }
4 2 TIES AtE
IN vERt REB
(BEYOND)
LINE OF FIRE
AND CNIMNE'
BEYOND 111141 lit
5 "x8" VENT U;
SEALANT AR
FOUNDATION
WALL Lu
A dELEVA
T -ION & PLAN•
W.
1111�
Q
TvR
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�.'
RAISED
• _
PER DIVII.
f
d °
• e •
a
01, SECTION
SCALE. ..: 3/4"
0
N
U
[ � i
4
C S
I
GENERAL NOTES;
1. MASONRY CHIMNEYS SHALL BE SUPPORTED ON FOUNDATIONS OF
SOLID MASONRY OR CONCRETE' 12" THK (MIN) AND EXTENDED
THE CHIMNEY.
r (Mlti) BEYOND EA. SLOE OF THE EXTERIOR DIMENSIONS OF
2. AREA$ NOT SUBJECT 70 FREEZING, FOOTINGS SHALL BE
WCA1ED.i2" (MIN) BELOW FINISH GRADE.
3. MASONRY CHIMNEYS MAY BE CORBELED 6" (MAX) FROM A WALL
Oit FOUNDATION PLANE. NO CHIMNEY SHALL BE CORBELED IF
Tl# WALL OR FOUNDATION THICKNESS IS LESS' THAN 12"
EXCEPT THAT SAID CORBELING PROJECTS EQUALLY ON EA
SLOE OF WALL, CORBELING MAY EQUAL THE THICKNESS OF THE
WALL AT THE SECOND STORY OF A TWO STORY DWELLING.
MAXIMUM CORBEL PER COURSE IS 1 ".
FLUE LINING OR WALL OF CHIMNEY SHALL NOT CHANGE IN
SIZE OR SHAPE WITHIN 6" ABOVE OR BELOW PASSING THRU
FLOOR, CEILING AR ROOF COMPONENTS.
5. THE CHIMNEY SHALL EXTEND 2' -0 "(MIN) ABOVE ANY PORTION
OF THE BUILDING WITHIN A 10' -0 "(MIN) RADIUS. CHIMNEY
SHALL EXTEND 3' -CY' (MIN) ABOVE ROOF PENETRATION
POINT.
6. MASONRY CHIMNEY WALLS SHALL BE CONSTRUCTED OF
SOLID MASONRY UNITS 4" NOM. THICKNESS.
7. ONLY FIRECLAY FLUE LINERS 5/9-(MIN) THICK SHALL BE
USED IN CHIMNEY, (OTHER APPROVED MATERIALS RESISTING
SOFTENING OR CRACKING AT 1800'F).
8. CLEANOUTS WHEN PROVIDED SHALL HAVE FERROUS METAL
DOORS AND FRAMES (TIGHTLY FITTED), CLEANOUTS TO BE
LOCATION AS NOT TO CREATE A HAZARD TO COMBUSTIBLE
MATERIALS.
9. COMBUSTIBLE MATERIAL SUCH AS BUT NOT LIMITED TO WOOD
BEAMS, JOISTS, HEADERS, STUDS SHALL HAVE 2" MIN CLEARANCE.
CHIMNEYS BUILT ENTIRELY OUTSIDE THE DWELLING SHALL
HAVE 1" MIN CLEARANCE FROM COMBUSTIBLE MATERIAL.
10. STEEL LINTELS ARE TO BE PROVIDED AT MASONRY OPENINGS
EXTENDED EACH BEARING END 4" MIN INTO MASONRY
SUPPORT WALL.
11. HEARTH MATERIAL SHALL BE NON - COMBUSTIBLE AND 3/8"
THICK.
12. THE HEARTH AND THE HEARTH EXTENSION SHALL EXTEND A
MIN. 36" FROM THE BACK OF THE FIREBOX TO THE END OF
THE HEARTH EXTENSION. HEARTH EXTENSIONS SHALL EXTEND _
AT LEAST 16" IN FRONT OF, AND AT LEAST 8" BEYOND, EACH
SIDE OF THE FIREPLACE OPENING.
nrG
� I
SIDE
ELEVATION
SCALE:
"h
I/4" TIES AT }
4 2 TIES AtE
IN vERt REB
(BEYOND)
LINE OF FIRE
AND CNIMNE'
BEYOND 111141 lit
5 "x8" VENT U;
SEALANT AR
FOUNDATION
WALL Lu
A dELEVA
1,...
T -ION & PLAN•
1111�
Q
TvR
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1,...
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T -ION & PLAN•
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SCALE: � •
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T -ION & PLAN•
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