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�_ ELECTRICAL CERTIFICATE Q� '-=:''
• 1liV:::::ft c? =„e.r:I- .:.::41
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,s;"• '``` COMMONWEALTH ELECTRICAL =z
INSPECTION INC.
If'11 ` SERVICE, e
c•o _ 176 DOE RUN ROAD, MANHEIM, PA 17545 = '�., )
TELEPHONE: (717) 664-2347 '
{\Ibii i,�♦ - . 4▪,:::ll:
Insp. Date: February 22,2005 = ▪ ,ll
i.l, 04- Appl#: L04343 cK-..4$w i
- Premises of: MICHELLE MCMAHON as DWELLING a
0:4.•;:r. Address: 30 L-M Y-ROAE, QUEENSBURY,NY 1`0
11 �� i
County of WARREN Una
�..:• -�� il,
= Installed by: QUEENSBURY ELECTRIC -�� 1
41
Apparatus: 40 SWITCHES,45 RECEPTACLES,58 LIGHTS,200 AMP UG SERVICE, —
iil'ri•: GARBAGE DISPOSAL, DISHWASHER, 6 VENT FANS,WHIRLPOOL TUB, SMOKE ALARM -'v'�;:7l
.Ill ♦ ,I,
• WIRING. Y
;ra= Inspected by: DONALD LOVELAND ''==- -%„
.Q N — :i,v
.,a
�,:.•..z—� The conditions following governed issuance of this certificate,and any certificate previously _ __-:0/
•:
7.i•—1"42 issued is cancelled. Failure to have the property reinspected when additional equipment or wiring is ^'—''";• 11
4'•'0il' added;or within one year from the date of the certificate shall void the certificate in its entirely and the lW
company shall not be liable for any damages whatsoever; ::,.,
/i %.� This certificate does not guarantee efficiency, wearing qualities,maintenance or repair and the LfiI�j
l'ti` company shall not be liable for any damages resulting from any defect or fault in the plans or specifica- .• 1,1
1'
;r�—=.-� tions,including repair,reconstruction,personal injury or for the death of any person;and '="4•III
(NId.:•mw t+t-� ili
•s:..l�� This certificate only covers visual inspection of wiring and does not cover manufacture or use �66..^.;p�.
of wiring.
/il' 3 Inspectors of this Company shall have the privilege of making inspections at any time,and if �. li,
lly; its rules are violated,the Company shall have the right to revoke the certificate. _••:°-
11!
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�i • a Queensbury Building & Code Enforcement - Residential Final Inspection
Office No.(518)761-8256 Arrive: /3•`L G am/pm Depart: am/pm
Date Inspection request received: - Inspector's Initials: L2,/i_ _ C 1
,/i
NAME: \ --\ \\_ PERMIT#:
LOCATION: 3 'C����` DATE:
TYPE OF STRUCTURE:
Comments
Y N N/A
Chimney Ht./"B"Vent/Direct Vent Location
Fresh Air Intake 675
(0_` s .
3 inch Plumb Vent through roof minimum 6"
Roof Complete/Exterior Finish Complete
Guard 30 in. or more @,stairs,decks,patios • 7,,,..3
Guard at stairwell at 34 in. or more p
' Q-C -12P
Guard at deck,porches 36 in. or more `Jv ) 1 ( N'L-,
Exterior Finish Complete Nf2 J
Interior/Exterior Railings 34 in. to 38 in.
Platform at all exterior doors , h
Interior Handrails stairs 2 or more risers
Enclosed Stairs Sheetrock Underside minimum ''Yz"
Gypsum
Grade away from foundation 6 in.with 10 ft.
Handrail Termination at Newell Post or Wall ,
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18" above grade
Gas Furnace shut-off within 30 ft. or within line of site
Oil Furnace shut-off at entrance to furnace area
Furnace/Hot Water Heater operating ,
Low water shut-off boiler
Relief Valve(s)installed/Heat Trap/Water Temp 110 -
Interior privacy/trim/doors/main entrance 36 in.
Bathroom/Kitchen watertight `,
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors:
Every level: V / Every Bedroom: L''
Outside every bedroom,area: V' �-'
Inter Connected: / Battery backup: �`
Carbon Monoxide Detector
Bathroom Fans, if no window .
Plumbing fixtures
Foundation insulation
Floor truss, draft stopping finished basement 1,000 sf
Emergency egress below grade
Basement stairs closed rise>4 inches .
Garage Floor Pitched
Garage fireproofing/%hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area
Crawl Spaces 18"x 24"access, 1 sq. ft.-150 sq. ft.vents
Building No./Address visible from road / r
Final Electrical V /1 /� /? 11/-,/ ��cfjc4hs/irSite Plan /Variance required ✓ Y' u f
Final Survey Plot Plan / .
As Built Septic System/Sewer Dept.Inspection Sticker
Flood Plain Certification, if required ____��
Okay to issue C/C or C/0 [Temporary/Termanentf 6,-
' ..
L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04
9-764t
Foundation Inspection Report
Office No. (518)761-8256 . Date Ins ection re•uest - rived:
Queensbury Building&Code Enforcement Arrive: %. t . Jt 16 part: `';am/
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
NAME: PERMIT#: 00 L'I a
d,
LOCATION: 30 C1_4 - .t. --\ �,�3/ INSPECT ON: 3 -
TYPE OF STRUCTURE: `? '� �/
Comments
Y N N/A
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofmg/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12_inch width
inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:1SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
id,/ fill
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection re est ceiv • a '
Queensbury Building&Code Enforcement Arrive: a pm / Depart: :try a m
•
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia • !-
NAME: MO\ici -10 �1 P I #:
LOCATION: ) rh ) �, \ by' SPELT ON:
TYPE OF STRUCTURE:
Comments
Y N_ N/A •
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Rei ,forcement in Place
Fndation Dampproofing
/
Foundation/Waterproofing
.-T of Dampproofing Waterproofing I
C Footing Drain Daylight or Sump-
Footing Drain Stone: . / 1
12 inch width ,//
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft. •
L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
) i:
36
Foundation Inspection Report 0(Th
Office No. (518)761-8256 Date Inspection reques received:
Queensbury Building&Code Enforcement Arrive: am/p De rt: d am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: •
NAME: ` \ ��i ,Aa PERMIT#: ( ` 01
LOCATION: INSPECT ON: —�
TYPE OF STRUCTUO �C\�R r I
5 )
Comments
Y N N/A
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of t e concrete.
aterials for this purpose on site.
oundation/Wallpour
Reinforcement in Place
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
Foundation Inspection Report
•
Office No. (518)761-8256 Date Inspection req re,- -d: S
Queensbury Building&Code Enforcement Arrive: a.- p 6 Depart: Tin/pm
742 Bay Rd., Queensb ry,NY 12804 Inspector's Initi.
NAME: F/ 1�RMIT#: t �L
LOCATION: f `3u /47,ti••..c = /f —... ; --INSPECT ON: &IVY
TYPE OF STRUCTURE: �s=f i""
Comments
Y N N/A
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement •
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Foundation Dampproofing 3 —
Foundation/Waterproofing D
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
Foundation Inspection Report
•
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: %"/ am/pm Depart: am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: ^, . -
NAME: ,G /' vim- PERMIT#: 6/2
LOCATION: . b w < INSPECT ON: ' /y Z-
TYPE OF STRUCTU : J
Comments
Y N N/A
Footings V"
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
• of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place ` a
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
` Town of Queensbury Fire Marshal
4W 742 Bay Road
Queensbury,NY 12804
761-8205/761-8206
fax 745-4437
I.
]] Masonry Chimney/Fireplace Inspection Report
Permit# 420614-0/1 Schedule Inspection '8 1 13104 pm anytime Rough In Final
Name Mi Ck(i..Q,l MO 411?/J Address •
O rj i..jQ �-Me Inspector 5
Yes No N/A Comments
FOOTING /,� e�'
Concrete or solid masonry / /
Minimum 12"thickness / �} / /
Extends minimum 6"beyond tip on all sides 1_
Below frost line / c9.._. /(--/
Clermont opening—noncombustible cover
FIREBOX (/�C1
Walls must be solid—no hollow masonry allowed X'
8"minimum thickness—back/side wallsKC
,J
Joints between firebricks—V."max /
Refractory mortar used on firebrick Minimum depth 20" J
Freshair intake
Clearances to combustibles: 4"rear,2"sides/frontCV---- (..--:(3e--
LINTEL/THROAT /�
Non-combustible material
Minimum 4"bearing length each end .,,7". 0749,
Damper installed,minimum 8"above lip opening _ _
SMOKE CHAMBER /" °6' 41
Walls must be solid—no hollow masonry allowed
Minimum wall thickness 6"including liner
Firebrick lining laid with refractory mortar
CHIMNEY
Minimum wall thickness 4"—solid masonry
Must be lined with appropriate liner type
Clay flue liner laid with refractory mortar -I i'
Flue liner smooth surface inside,no mortar✓ / iAi 0 tell t/U he.i �l 0
Minimum masonry thickness between flues 4"7 I
Minimum clearances to combustibles,2"for .---
interior r `
chimneys,1"for exterior(4-atied 1Termination height minimum 3 feet above highest �j�F , ^
point of roof where it passes through,2 feet above \
any combustible construction within 10 feet
Chimney cap installed
HEARTH/HEARTH EXTENSION
Supported
Constructed of concretencmbstor masonry _C , `0A) e-X C
Supported by noncombustible materiallLcJ1'-t41 `l( G%V �e
No combustible material on underside
Minimum thickness 4"—hearth onlyX L�j7l/ �.�j 1 a&
Minimum thickness 2"—hearth extension 1d
Hearth Extension—16"to the front,8"to sides
NOTE:if F/P opening is greater than 6 sq.ft.,must
extend 20"front,12"sides
MANTEL/TRIM
No combustibles within 6"of F/P opening Combustibles within 12 inches of F/P opening cannot — (Y'\ Q ,. a OU'_
_project more than 1/8"for each inch distance from
F/P opening 'e /pZliti vty ek
c)--\
Queensbury Building & Code Enforcement - Residential Final Inspectio 9 .. '
Office No.(518)761-8256 Arrive: 3i /0 am/p Depart: am/pm
Date Inspection request received: _ Inspector's Initials:
� -�-- '�
NAME: `c\I \� ,\ (2:\,_ PERMIT#: 0 L " 0
LOCATION: `�(7 (`Cy, it)c -�' DATE: %,� L: , 4()
TYPE OF STRUCTURE:
J
/
Comments
Y N N/A�'
Chimney Ht./"B"Vent/Direct Vent Location ✓ •��
Fresh Air Intake tf t/
3 inch Plumb Vent through roof minimum 6"
Roof Complete/Exterior Finish Complete /1 / f
Guard 30 in. or more(a�stairs,decks,patios / 4/y y Uo��t/�e <'/- FA/ e
Guard at stairwell at 34 in. or more t/ /
Guard at deck,porches 36 in. or more °/
Exterior Finish Complete /
Interior/Exterior Railings 34 in.to 38 in.
Platform at all exterior doors /
Interior Handrails stairs 2 or more risers ►/
Enclosed Stairs Sheetrock Underside minimum V2"
Gypsum /'
Grade away from foundation 6 in.with 10 ft. >�/Handrail Termination at Newell Post or Wall V
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18"above grade 7Gas Furnace shut-off within 30 ft. or within line of site /
Oil Furnace shut-off at entrance to furnace area J
Furnace/Hot Water Heater operating
Low water shut-off boiler t/;,-
Relief Valve(s)installed/Heat Trap/Water Temp 110 ‘//
Interior privacy/trim/doors/main entrance 36 in. q//
Bathroom/Kitchen watertight ,J
Safety glazing/Window in stairwells safety glazing /
Interior Smoke Detees rs: /
Every level: V / Every Bedr om: V id A
�� � �` ,�Outside every bedroom;cea: Lo
Inter Connected: V / Battery backup:
Carbon Monoxide Detector tJ
Bathroom Fans, if no window /Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 sf1//:
Emergency egress below grade
Basement stairs closed rise>4 inches /
Garage Floor Pitched �Garage fireproofing/%hour fire door/door closer t
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure / ✓
Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area s/ /
Crawl Spaces 18"x 24"access, 1 sq ft.-150 sq. ft. vents ` r
Building No./Address visible from road ✓
Final Electrical iled / 14 f
Site Plan /Variance required e [tom
Final Survey Plot Plan 1/ I�G�ryj�/2/ Gam,ill y�r('�n«—
As Built Septic System/Sewer Dept.Inspection Sticker (/
Flood Plain Certification, if required /• ,rfu .Okay to issue C/C or C/O [Temporary/Permanent] ,/' c;Ael
� tip.,. Vt-
V /t� / �S O..
L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04
(2,'"*D
• Septic Inspection Report
Office No. (518) 761-8256 Date Inspection requ st received:
Queensbury Building&Code Enforcement Arrive: fp /De...-./-� am/pm
742 Bay Rd., Queensbury,NY •12804,/ Inspector's Initials: - (((
NAME: £L4i/1/ PERMIT NO.: 0 ' O
� Z
LOCATION: � �c � INSPECT ON:
RECHECK:
• Comments and/or diagram
Soil Type: and/ Clay
Type of Water: Municipal/Well Water ZA ZG:- 6619 (-
Waterline separation distance /0 .4-ft.
Well separation distance ft.
Other wells: ft.
Absorption Field: Total length 2•‘572 ft.
Length of each trench
Depth of trenches ft.
Size of Stone —1A.1��L��,q�p�Q �Y4j •
Seepage Pits: Number
Size: x
Stone Size:
•
Piping 5ize Type
Building to tank _ t /�j J����
Tank to Distributio Box N l50,e
Distribution Bo .to ,field/Pit
Opening Seale : Y/N/Partial
Location/Separations
Foundation to tank ft.
Foundation to absorption ft.
• Separation of Pits ft.
Conforms as per Plot Plan N
Location of System on Property:
•
Front Rear Left Side Right Side , oic%lq Co,4)0✓1
Middle Front Middle Rear
System Use Statu
Approved
Partial Approved and needs to be re-inspected,please call the Building&Codes Office
Disapproved
L:'\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003
• WIA11
Rough Plumbing / Insulation Inspection Report
Office No. (518)761-8256 Date Inspection request ive
Queensbury Building& Code Enforcement Arrive:2-,S. pm e
742 Bay Road, Queensbury,NY 12804 Inspector's Initia .
•
NAME: 4'5
_ PERMIT # 0 1
: 0 Lf
LOCATION: ,_ j\�, INSPECT ON: L p-- 0
TYPE OF STRUCTURE:
Y N N/A
PVC: R-1,R-2,R-3,R-4 Drain/Vents
Cast Iron, Copper Drain/Vent/Comm. ,
Plumbing Vent/Vents in Place
Rough Plumbing/Nail Plates
1 '/ inch min.Drain Size
Washing Machine Drain 2 inch min.
Head or Air Supply Test '
Drain and Vents
5 PSI or 10 feet above highest
connection for 15 minutes
Cleanout every 100 feet/change of direction
Water Supply Piping
Co per Commercial
ooper, CPVC,Pex One and Two-Family \c
sulation/Residential Check/ Commercial heck \i�
Proper Vent,Attic Vent 0'
Duct/Hot Water Piping Insulation
If required unheated spaces
I
Combustion Air Supply for Furnace
Duct work sealed properly/No duct tape
COMMENTS:
U-I\__1, Q
(k'---- C&:--
LN.. N-IL.„3.(V\--2.)t
' ‘--"CYDCI7 (.0 3c),
L:\SueHemingway\Building.Codes.lnspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003
----2
Framing /Firesfopping Inspecti or'�\��� 1 )--'1 )„
Office No. (518) 761-8256 Date Inspection req t r cei
Queensbury Building&Code Enforcement Arrive: a pet �Cr am
742 Bay Road,Queensbury,NY 12804 Inspector's Initi
--i_t____d
NAME: .( 1`A PERMIT#:
LOCATION: N. INSPECT ON: dL
TYPE OF STRUCTURE:EE� ���� v� �'C �� 7 �� �—a
r'Nc. ` Y 1_v N/ACOMMENTS
�( F arcing �
\'Jack Studs/Headers '�
Bracing Bridgin \ ``EtA
Jai
i
Joist hang
Jack Posts/Main Beams Vi
Exterior sheeting nailed properly INP ‘
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more ✓
�
Headroom 6 ft. 8 in. /—**‘ ��J sC� �
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 %2(w) 16 gauge(8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center
Ice and snow shield 24 inches from wall
Fire separation 1, 2, 3 hour
_`( iwal1 2, 3,4 hour Lf
b rg`irreestopping / ��
Penetration sealed4 V3i V ��'Y
16 inch insulation in cavity min,
Garage Fire Separation
House side Y2 inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003
o
Rough Plumbing / Insulation Inspection Report /-7-- Thr:
Office No. (518) 761-8256 Date Inspection reques e•eived•
Queensbury Building& Code Enforcement Arrive: , p e it;- art: . am/raPF ,
742 Bay Road, Queensbury,NY 12804 Inspector's Init .1s• -
NAME: � ' AJ� C4K
PERMIT #i0c1/LOCATION: at} ( • ��� INSPECT ON: -6,
TYPE OF STRUCTURE: C e 4v_J
Y / N N/A
PVC: R-1,R-2,R-3,R-4 Drain/Vents
Cast Iron, Copper Drain/Vent/Comm.
Plumbing Vent/Vents in Place
Rough Plumbing/Nail Plates 6-2k) T€z
1 '/z inc .Drain Size
Was 'fig Machine Drain 2 inch nun. ;!
d or Air Supply Test
- Drain and Vents
5 PSI or 10 feet above highest
connection for 15 minutes
Cleanout every 100 feet/change of direction
Water Supply Piping
Cooper Commercial
Cooper, CPVC,Pex One and Two-Family
nsulation/Residential Check/ Commercial Check
Pro a er Vent,Attic Vent
Duct/Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed properly/No duct tape011101
COMMENTS:
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L:\Sue emingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003
Town of Queensbury Fire Marshal
6e'/c'eei7 //, ij
742 Bay Road Queensbury,NY 12804
761-8205/761-8206 {
fax 745-4437
Masonry Chimney/Fireplace Inspection Report
Permit# Ott 14-()/rR Schedule Inspection .7 Q am m anytime Rough In Final
Name 11 I,d\O Q L ! v d e- ,' ILI 1'lQ/Address -,O Ca)I u jC 0 ( Inspector 53
t
Yes No N/A Comments
FOOTING •�AdC I
Concrete or solid masonry '� CC;o`�
Minimum 12"thickness , A` 1.
X
Extends minimum 6"beyond f/p on all sides
Below frost line
Clermont opening—noncombustible cover
FIREBOX
Walls must be solid—no hollow masonry allowed
8"minimum thickness—back/side walls ,,
Joints between firebricks—t/4"max �fa>1 •
Refractory mortar used on firebrick
Minimum depth 20" O,.i.
Fresh air intake
Clearances to combustibles: 4"rear,2"sides/front ,
LINTEL/THROAT
Non-combustible material (6
Minimum 4"bearing length each end lY• }f
Damper installed,minimum 8"above f/p opening _
SMOKE CHAMBER
Walls must be solid—no hollow masonry ally , j(
Minimum wall thickness 6"including liner t
Firebrick lining laid with refractory mortar , -l 1
CHIMNEY' Li.f,k,V) pa �` �Z� �� tf;cy
Minimum wall thickness 4"—solid masonry/ �6�t ilyI
Mustbe lined with appropriate liner e V ! , r-.
I ntype / X
�,�Clay flue liner laid with refractory morta r `7( „
Flue liner smooth surface inside,no mortar —
i �a( 51 �(�r�,6e4 J „f t /�
Minimum masonry thickness between flues 4" ,� L I
Minimum clearances to combustibles/2"for
interior chimneys,1"for exterior '' 6,,e,( '11c ZC6 4 to 0,oaZ6u '1 -e,
Termination height minimum 3 feet above highest
point of roof where it passes through,2 feet above
any combustible construction within 10 feet ®i� +1tL
Chimney cap installed IXA
k -
HEARTH/HEARTH EXTENSION
Constructed of concrete or masonry
Supported by noncombustible material
No combustible material on underside Ca 1C
Minimum thickness 4"—hearth only ,(�
Minimum thickness 2"—hearth extension 11
Hearth Extension—16"to the front,8"to sides •
NOTE:if F/P opening is greater than 6 sq.ft.,must / 1�extend 20"front,12"sides ]( 17To
MANTEL/TRIM / \
No combustibles within 6"off F/P opening \
Combustibles within 12 inches of F/P opening cannot
_project more than 1/8"for each inch distance from �14?.)( .
-�F/P opening v"