2015-031 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building& Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: P20150031 Date Issued: Wednesday, October 14, 2015
This is to certify that work requested to be done as shown by Permit Number P20150031
has been completed.
Location: 510 CORINTH Rd
Tax Map Number: 523400-308-015-0001-003-000-0000
Owner: ROBERT PALMER
Applicant: ROBERT PALMER
This structure may be occupied as a:
Garage- 1 Car Attached By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the property W
owner of the responsibility for compliance with Site Plan,Variance,or
other issues and conditions as a result of approvals by the Planning Board Director of Building&CokEnformeat
or Zoning Board of Appeals.
TOWN OF QUEENSBURY
4742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
0r$1
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20150031 Application Number: A20150031
Tax Map No: 523400-308-015-0001-003-000-0000
Permission is hereby granted to: ROBERT PALMER
For property located at: 510 CORINTH Rd
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: ROBERT PALMER Garage- 1 Car Attached $15,000.00
920 W MOUNTAIN Rd Total Value
QUEENSBURY,NY 12804 $15,000.00
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
BP 2015-031 - ROBERT PALMER
394 SQ. FT., 1 CAR ATTACHED GARAGE
Cross Ref. AV 75-2014 approved Oct. 22, 2014
$50.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Wednesday, March 16,2016
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the To of Q ensb , +;; 1 iI I. •, ' arch 16,2015
I � �
SIGNED BY , for the Town of Queensbury.
Director of Building&Code Enforcement
PRINCIPAL STRUCTURE APPLICATION Office Use Only
DATE 1/6/2015 Received .2-18 -1
Tax Map ID 308 15-1_ 3
TAX MAP ID 308.15-1-3 Permit No. 1D/5- D3
Permit Fee 50, --
ZONING MDR Rec Fee 1#9
-# Avl -
HISTORIC SITE Yes X No Subdivision#
1ErEIIIE1
SUBDIVISION NAME Lot#
TOWN BD. RESOLUTION 86-2013: $850 RECREATION FEE FOR NEW DWELLING UNITS, INCLU')I I IDW
•INGL AM EL,,ANG`
DUPLEXES OR TWO FAMILY DWELLINGS, MULTIPLE FAMILY DWELLINGS, APARTMENTS, CONDO INIUM •, TOWNHOU.,._. a'
MANUFACTURED&MODULAR HOMES,BUT NOT MOBILE HOMES. THIS IS IN ADDITION TO THE PERMIT FEE. TOWN OF QUEENSBURY
BUILDING&CODES
APPLICANT Robert Palmer OWNER Robert Palmer
ADDRESS 510 Corinth Road ADDRESS 920 West Mountain Road
Queensbury,NY, 12804 Queensbury,NY, 12804
PHONE/E-MAIL (813)-618-6846 PHONE/E-MAIL Same as Applicant
CONTRACTOR TBD COST OF CONSTRUCTION(ESTIMATED): $ 15,000+/-
ADDRESS: BUILDING ADDRESS: 510 Corinth Rd, Queensbury,NY
PHONE/E-MAIL
CONTACT PERSON FOR BUILDING& CODES COMPLIANCE: Robert Palmer PHONE 813-618-6846
TYPE OF CONSTRUCTION
Check all that apply Please indicate measurements as required below
New Addition Alteration 1st floor sq. ft. 2nd floor sq. ft. Total sq. ft. Height
Single Family
Two-Family
Multi-Family
(#of units )
Townhouse
Business Office
Retail - Mercantile
Factory- Industrial
Attached Garage
(#of 1 ) X 394 0 394 13'-10"
Other
1
Town of Queensbury Building&Codes Principal Structure Application July 2014
If commercial or industrial indicate name of business NA
Proposed use of building or addition One Car Garage
Source of heat (circle one) None Gas Oil Propane Solar Other
Fireplace: complete a separate application for Fuel Burning Appliances &
Chimneys No
Are there structures not shown on plot plan? No
Are there easements on the property? No
Site Information
a. Dimensions or acreage of lot 0.92 ac
b. Is this a corner lot? No
c. Will the grade be changed as a result of construction Yes X No
d. Public water or Private well NA
e. Sewer or Private Septic System NA
Value of all work to be performed (labor or materials) $ 15,000 +/-
DECLARATION:
1. I acknowledge no construction shall be commenced prior to issuance of a valid permit and will be completed
within a 12 month period.
2. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and
department approval.
3. I certify that the application, plans and supporting materials are a true and complete statement / description of
the work proposed, that all work will be performed in accordance with the NY State Building Codes, local
building laws and ordinances, and in conformance with local zoning regulations.
4. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of
occupancy.
5. I also understand that I /we are required to provide an as-built survey by a licensed land surveyor of all newly
constructed facilities prior to issuance of a certificate of occupancy.
I have read and agree to the above: PRINT NAME: D. ie 'ya gent) DATE 1/6/15
SIGNATURE. l✓ SATE 1/6/15
y
FOR OFFICE USE ONLY
Operating Permit Issued: Yes No
Occupancy Type
Construction Classification
Assembly Occupancy Limit
Special Conditions
2
Town of Queensbury Building&Codes Principal Structure Application July 2014
Foundation Inspection Report
-----
Office No. (518) 761-8256 Date Inspection request received: //3//-�
Queensbury Building&Code Enforcement Arrive: am/pm Depart►. am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
NAME: CP'
ky PERMIT#: / 5- -631
LOCATION: f 0 C( 1 v l-( fe (7INSPECT ON: 0 S
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 d 5i\ -:tgv
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation 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:\Building&Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/9/2014
/6 —12'
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received: 7/1‘-(ii S
Queensbury Building&Code Enforcement Arrive: am/pm Depart:/ k am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
NAME: /4//ii c7 PERMIT#: , O
LOCATION: I (3 CV-1 ;1114 i`j--04. INSPECT ON: i/l 5 i/ 5
�
TYPE OF STRUCTURE: rZ �
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 ✓
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation 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:\Building &Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/9/2014
2 � `7
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received: 7//&//5
QueensburyBuildin &Code Enforcement Arrive: am/pm Depart:
2 lm/
m
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
NAME: pp(AAA,7 PERMIT . 1 J
LOCATION: rI 0 C U.(G t 1 // /W-INSPECT ON: 7077
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
Piers
's- tionolithic Slab :l; toW
einforcement 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 V < !
5„,,65A*
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation 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:\Building&Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/9/2014
Fi- OROSED GARAGE
ADDITION (392 SF)
APPROX. LOCATION OF
EXISTING EVERGREEN
HEDGE BUFFER TO
REMAIN I
I
EXPANDED DRIVEWAY -
TO GARAGE AS;REQ D
(422 SF ±)
EXISTING
ENTRY
PORCH
EXISTING- Lu'
SIDEWALK o Paved D
I
Ln I
�r
CD
Lands N/F of Butter (699/258) z
L_
30 F
Concrete Monument Found LS89037'10"W
Q� -N,,:
\45.89'
-OE 7-- OE nc _ _
Corinth Road
UTILITY POLE
Iron Pipe Found
UTILITY POLE
0
M
O
0
rco
�If
e -
L U-
C:
,- LID
REGIONAL LOCATION MAP AERIAL PHOTO �" 1i�
SCALE: NOT TO SCALE SCALE: NOT TO SCALE 10- LL.
s
ALL FEDERAL, STATE, AND LOCAL CODES AND
j REGULATIONS SHALL BE CONSIDERED TO BE PART
OF THE BUILDING DETAILS AND SPECIFICATIONS
HEREIN. IF DISCREPANCIES BETWEEN THE "CODES
PROPERTY OWNER
VC� WITHIN V ®� ■T I AND REGULATIONS AND THE INFORMATION
CONTAINED ON THESE PLANS EXIST, THE MORE
STRINGENT SHALL APPLY UNLESS,THE INFORMATION
;-- UNVERIFIED EXISTING TAX MAP NUMBER LOCATION OWNER
ONSITE: WASTEWATER 308.14-1-52183 PITCHER RD FOREST PARK MHC, LLC
r SYSTEMS 308.19-1-68.1 509 CORINTH RD AKINS, ROLAND
308.19-1-68.2 CORINTH RD QUEENSBURY LAND CONSERVANCY
308.19-1-69 CORINTH RD CORRADINA, JAMES
' 308.19-1-70 525 CORINTH RD DUDLEY, LINDA
Lands N/P of Stannard (3694/201) 308.19-2-2 8 ESSEX CT MERRELL, CRAIG S
308.19-2-3 12 ESSEX CT HOWE, DANNY E
308.19-2-17 7 ESSEX CT SHEVLIN, EDWARD J
I 308.19-2-18 3 ESSEX CT MICHAELS GROUP LLC, THE
EXISTING 308.15-1-27 VAN DUSEN RD COMBS, MORGAN KEITH
DECK X308.15-1-29 �24 VAN DUSEN RD `;'REED,:LUCY� r
-� 308.15-1-30 20 VAN DUSEN RD LINENDOLL, LAURA
308.15-1-31 CORINTH RD SAWMILL PATENT, LLC
`308.15-1-32 _ 472 CORINTH RD SAWMILL PATENT, LLC
308.15-1-6 188 PITCHER RD HENDERSON, CAROL E
4 308.15-1-8 185 PITCHER RD BUTLER, CELINA
308.15-1-9 199 PITCHER RD PARILLO, FRANK J
308.15-1-10 VAN DUSEN RD PARILLO, FRANK J
308.15-1-1 524 CORINTH RD GREEN, JOSEPH
308.15-1-2 520 CORINTH RD BUTLER, RAYMOND '
I 308,15-1-3 510 CORINTH RD PALMER, ROBERT'G
APPROXIMATE 308.15-1-4 196 PITCHER RD STANNARD, FREDERICK
LIMITS OF 308,15-1-5 3 VAN DUSEN RD BEDORE, RACHEL
EXISTING
TREE LINE
t EXISTING DRIVEWAY
i
r
y
I
PROJECT INFORMATION
OWNER/APPLICANT: ROBERT G. PALMER
920 WEST MOUNTAIN RD.
QUEENSBURY, NY 12804
(518) 792-6080
TOTAL LAND AREA: 0.92 ACRES
TAX MAP NUMBER: 308.15-1-3
EXISTING PARCEL ZONING: MDR (MODERATE DENSITY RESIDENTIAL)
FIRE DISTRICT: WEST GLENS FALLS STATION #2
eta Mon peni rod-- - - - - _ SCHOOL DISTRICT: QUEENSBURY SCHOOL DISTRICT
outh of Pope ty Comer EMS DISTRICT: WEST GLENS FALLS
of _ of ELECTION WARD: WARD 4
UTILITY POLE : WATER SERVICE: TOWN OF QUEENSBURY WATER DISTRICT
SEWER SERVICE: PRIVATE ONSITE SEPTIC
YARD REQUIREMENTS: REQUIRED IN MDR EXISTING PROPOSE
FRONT 1: 30' 112.96'4-- 112.96'+
FRONT 2: 30' 202.58'± 202.58'±
SIDES: 25' MIN 24.36712.14' 9.02712.14
EXISTING V G S ITC PLAN
1 "-30'-0"
LOT STATISTICS
REQUIRED IN MDR
UTILITY POLE(�(�i,,j
i L
PROPOSE
Iron Pipe Fo nu d `577�2g'10„E
MAP REFERENCE: MAP OFA SURVEY FOR
MIN. LOT SIZE:
1 AC
0,92 AC ±
0.92 AC ±
30 FT FRONT 2 SETBACK
`` `-
MIN. LOT WIDTH:
I
100 FT
1 �
' WOODS/FOREST
a
Q
s�
a
Y
m U
x
co
, W LU
19 of
co
N U- I
CN
'
E "`
' Area = 0.92-+- acres
r
Lands N/P of Henderson (898/100)
�
If
Fi- OROSED GARAGE
ADDITION (392 SF)
APPROX. LOCATION OF
EXISTING EVERGREEN
HEDGE BUFFER TO
REMAIN I
I
EXPANDED DRIVEWAY -
TO GARAGE AS;REQ D
(422 SF ±)
EXISTING
ENTRY
PORCH
EXISTING- Lu'
SIDEWALK o Paved D
I
Ln I
�r
CD
Lands N/F of Butter (699/258) z
L_
30 F
Concrete Monument Found LS89037'10"W
Q� -N,,:
\45.89'
-OE 7-- OE nc _ _
Corinth Road
UTILITY POLE
Iron Pipe Found
UTILITY POLE
0
M
O
0
rco
�If
e -
L U-
C:
,- LID
REGIONAL LOCATION MAP AERIAL PHOTO �" 1i�
SCALE: NOT TO SCALE SCALE: NOT TO SCALE 10- LL.
s
ALL FEDERAL, STATE, AND LOCAL CODES AND
j REGULATIONS SHALL BE CONSIDERED TO BE PART
OF THE BUILDING DETAILS AND SPECIFICATIONS
HEREIN. IF DISCREPANCIES BETWEEN THE "CODES
PROPERTY OWNER
VC� WITHIN V ®� ■T I AND REGULATIONS AND THE INFORMATION
CONTAINED ON THESE PLANS EXIST, THE MORE
STRINGENT SHALL APPLY UNLESS,THE INFORMATION
;-- UNVERIFIED EXISTING TAX MAP NUMBER LOCATION OWNER
ONSITE: WASTEWATER 308.14-1-52183 PITCHER RD FOREST PARK MHC, LLC
r SYSTEMS 308.19-1-68.1 509 CORINTH RD AKINS, ROLAND
308.19-1-68.2 CORINTH RD QUEENSBURY LAND CONSERVANCY
308.19-1-69 CORINTH RD CORRADINA, JAMES
' 308.19-1-70 525 CORINTH RD DUDLEY, LINDA
Lands N/P of Stannard (3694/201) 308.19-2-2 8 ESSEX CT MERRELL, CRAIG S
308.19-2-3 12 ESSEX CT HOWE, DANNY E
308.19-2-17 7 ESSEX CT SHEVLIN, EDWARD J
I 308.19-2-18 3 ESSEX CT MICHAELS GROUP LLC, THE
EXISTING 308.15-1-27 VAN DUSEN RD COMBS, MORGAN KEITH
DECK X308.15-1-29 �24 VAN DUSEN RD `;'REED,:LUCY� r
-� 308.15-1-30 20 VAN DUSEN RD LINENDOLL, LAURA
308.15-1-31 CORINTH RD SAWMILL PATENT, LLC
`308.15-1-32 _ 472 CORINTH RD SAWMILL PATENT, LLC
308.15-1-6 188 PITCHER RD HENDERSON, CAROL E
4 308.15-1-8 185 PITCHER RD BUTLER, CELINA
308.15-1-9 199 PITCHER RD PARILLO, FRANK J
308.15-1-10 VAN DUSEN RD PARILLO, FRANK J
308.15-1-1 524 CORINTH RD GREEN, JOSEPH
308.15-1-2 520 CORINTH RD BUTLER, RAYMOND '
I 308,15-1-3 510 CORINTH RD PALMER, ROBERT'G
APPROXIMATE 308.15-1-4 196 PITCHER RD STANNARD, FREDERICK
LIMITS OF 308,15-1-5 3 VAN DUSEN RD BEDORE, RACHEL
EXISTING
TREE LINE
t EXISTING DRIVEWAY
i
r
y
I
PROJECT INFORMATION
OWNER/APPLICANT: ROBERT G. PALMER
920 WEST MOUNTAIN RD.
QUEENSBURY, NY 12804
(518) 792-6080
TOTAL LAND AREA: 0.92 ACRES
TAX MAP NUMBER: 308.15-1-3
EXISTING PARCEL ZONING: MDR (MODERATE DENSITY RESIDENTIAL)
FIRE DISTRICT: WEST GLENS FALLS STATION #2
eta Mon peni rod-- - - - - _ SCHOOL DISTRICT: QUEENSBURY SCHOOL DISTRICT
outh of Pope ty Comer EMS DISTRICT: WEST GLENS FALLS
of _ of ELECTION WARD: WARD 4
UTILITY POLE : WATER SERVICE: TOWN OF QUEENSBURY WATER DISTRICT
SEWER SERVICE: PRIVATE ONSITE SEPTIC
YARD REQUIREMENTS: REQUIRED IN MDR EXISTING PROPOSE
FRONT 1: 30' 112.96'4-- 112.96'+
FRONT 2: 30' 202.58'± 202.58'±
SIDES: 25' MIN 24.36712.14' 9.02712.14
EXISTING V G S ITC PLAN
1 "-30'-0"
LOT STATISTICS
REQUIRED IN MDR
EXISTING
PROPOSE
MAP REFERENCE: MAP OFA SURVEY FOR
MIN. LOT SIZE:
1 AC
0,92 AC ±
0.92 AC ±
ROBERT G, & DONNA L. PALMER, BY DA
MIN. LOT WIDTH:
100'
100 FT
100 FT
DICKINSON ASSOCIATES DATED 9/3/14
MAX. BUILDING HEIGHT:
40' MAX
17'±
17'±
GRAPHIC SCALE
30 0 15 30 60
(IN FEET)
1 INCH = 30 FT.
Town of Queensbury Building & Code Enforcement ` L
Office No. (518) 761-8256
Framing I Firestopping Inspection Report
Inspection request received: 25 //
Name: C Inspected on: D L
Location: 51 D C' + ''\`-‘ Arrive: AISFOi p.m
Permit No.: j `j , 03 Inspector's Initials:
TYPE OF STRUCTURE:
Y ` N NIA COMMENTS:
framing V
Attic Access 22"x 30"minimum
Jack Studs/Headers
Truss Specification Provided
1//
Bracing/Bridging
Joist hangers
Jack Posts I Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in.or more
Exterior Deck Bracing
Headroom 6 ft.8 in.
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 water shield 24 inches from wall
Fire separation 1,2,3 hour
Fire wall 2, 3,4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side 1/2 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
Design Professional Sign-off, if required
9q
Framing /Firestopping Inspection Report
Fi- OROSED GARAGE
ADDITION (392 SF)
APPROX. LOCATION OF
EXISTING EVERGREEN
HEDGE BUFFER TO
REMAIN I
I
EXPANDED DRIVEWAY -
TO GARAGE AS;REQ D
(422 SF ±)
EXISTING
ENTRY
PORCH
EXISTING- Lu'
SIDEWALK o Paved D
I
Ln I
�r
CD
Lands N/F of Butter (699/258) z
L_
30 F
Concrete Monument Found LS89037'10"W
Q� -N,,:
\45.89'
-OE 7-- OE nc _ _
Corinth Road
UTILITY POLE
Iron Pipe Found
UTILITY POLE
0
M
O
0
rco
�If
e -
L U-
C:
,- LID
REGIONAL LOCATION MAP AERIAL PHOTO �" 1i�
SCALE: NOT TO SCALE SCALE: NOT TO SCALE 10- LL.
s
ALL FEDERAL, STATE, AND LOCAL CODES AND
j REGULATIONS SHALL BE CONSIDERED TO BE PART
OF THE BUILDING DETAILS AND SPECIFICATIONS
HEREIN. IF DISCREPANCIES BETWEEN THE "CODES
PROPERTY OWNER
VC� WITHIN V ®� ■T I AND REGULATIONS AND THE INFORMATION
CONTAINED ON THESE PLANS EXIST, THE MORE
STRINGENT SHALL APPLY UNLESS,THE INFORMATION
;-- UNVERIFIED EXISTING TAX MAP NUMBER LOCATION OWNER
ONSITE: WASTEWATER 308.14-1-52183 PITCHER RD FOREST PARK MHC, LLC
r SYSTEMS 308.19-1-68.1 509 CORINTH RD AKINS, ROLAND
308.19-1-68.2 CORINTH RD QUEENSBURY LAND CONSERVANCY
308.19-1-69 CORINTH RD CORRADINA, JAMES
' 308.19-1-70 525 CORINTH RD DUDLEY, LINDA
Lands N/P of Stannard (3694/201) 308.19-2-2 8 ESSEX CT MERRELL, CRAIG S
308.19-2-3 12 ESSEX CT HOWE, DANNY E
308.19-2-17 7 ESSEX CT SHEVLIN, EDWARD J
I 308.19-2-18 3 ESSEX CT MICHAELS GROUP LLC, THE
EXISTING 308.15-1-27 VAN DUSEN RD COMBS, MORGAN KEITH
DECK X308.15-1-29 �24 VAN DUSEN RD `;'REED,:LUCY� r
-� 308.15-1-30 20 VAN DUSEN RD LINENDOLL, LAURA
308.15-1-31 CORINTH RD SAWMILL PATENT, LLC
`308.15-1-32 _ 472 CORINTH RD SAWMILL PATENT, LLC
308.15-1-6 188 PITCHER RD HENDERSON, CAROL E
4 308.15-1-8 185 PITCHER RD BUTLER, CELINA
308.15-1-9 199 PITCHER RD PARILLO, FRANK J
308.15-1-10 VAN DUSEN RD PARILLO, FRANK J
308.15-1-1 524 CORINTH RD GREEN, JOSEPH
308.15-1-2 520 CORINTH RD BUTLER, RAYMOND '
I 308,15-1-3 510 CORINTH RD PALMER, ROBERT'G
APPROXIMATE 308.15-1-4 196 PITCHER RD STANNARD, FREDERICK
LIMITS OF 308,15-1-5 3 VAN DUSEN RD BEDORE, RACHEL
EXISTING
TREE LINE
t EXISTING DRIVEWAY
i
r
y
I
PROJECT INFORMATION
OWNER/APPLICANT: ROBERT G. PALMER
920 WEST MOUNTAIN RD.
QUEENSBURY, NY 12804
(518) 792-6080
TOTAL LAND AREA: 0.92 ACRES
TAX MAP NUMBER: 308.15-1-3
EXISTING PARCEL ZONING: MDR (MODERATE DENSITY RESIDENTIAL)
FIRE DISTRICT: WEST GLENS FALLS STATION #2
eta Mon peni rod-- - - - - _ SCHOOL DISTRICT: QUEENSBURY SCHOOL DISTRICT
outh of Pope ty Comer EMS DISTRICT: WEST GLENS FALLS
of _ of ELECTION WARD: WARD 4
UTILITY POLE : WATER SERVICE: TOWN OF QUEENSBURY WATER DISTRICT
SEWER SERVICE: PRIVATE ONSITE SEPTIC
YARD REQUIREMENTS: REQUIRED IN MDR EXISTING PROPOSE
FRONT 1: 30' 112.96'4-- 112.96'+
FRONT 2: 30' 202.58'± 202.58'±
SIDES: 25' MIN 24.36712.14' 9.02712.14
EXISTING V G S ITC PLAN
1 "-30'-0"
LOT STATISTICS
REQUIRED IN MDR
UTILITY POLE(�(�i,,j
i L
PROPOSE
Iron Pipe Fo nu d `577�2g'10„E
MAP REFERENCE: MAP OFA SURVEY FOR
MIN. LOT SIZE:
1 AC
0,92 AC ±
0.92 AC ±
30 FT FRONT 2 SETBACK
`` `-
MIN. LOT WIDTH:
I
100 FT
1 �
' WOODS/FOREST
a
Q
s�
a
Y
m U
x
co
, W LU
19 of
co
N U- I
CN
'
E "`
' Area = 0.92-+- acres
r
Lands N/P of Henderson (898/100)
�
If
Fi- OROSED GARAGE
ADDITION (392 SF)
APPROX. LOCATION OF
EXISTING EVERGREEN
HEDGE BUFFER TO
REMAIN I
I
EXPANDED DRIVEWAY -
TO GARAGE AS;REQ D
(422 SF ±)
EXISTING
ENTRY
PORCH
EXISTING- Lu'
SIDEWALK o Paved D
I
Ln I
�r
CD
Lands N/F of Butter (699/258) z
L_
30 F
Concrete Monument Found LS89037'10"W
Q� -N,,:
\45.89'
-OE 7-- OE nc _ _
Corinth Road
UTILITY POLE
Iron Pipe Found
UTILITY POLE
0
M
O
0
rco
�If
e -
L U-
C:
,- LID
REGIONAL LOCATION MAP AERIAL PHOTO �" 1i�
SCALE: NOT TO SCALE SCALE: NOT TO SCALE 10- LL.
s
ALL FEDERAL, STATE, AND LOCAL CODES AND
j REGULATIONS SHALL BE CONSIDERED TO BE PART
OF THE BUILDING DETAILS AND SPECIFICATIONS
HEREIN. IF DISCREPANCIES BETWEEN THE "CODES
PROPERTY OWNER
VC� WITHIN V ®� ■T I AND REGULATIONS AND THE INFORMATION
CONTAINED ON THESE PLANS EXIST, THE MORE
STRINGENT SHALL APPLY UNLESS,THE INFORMATION
;-- UNVERIFIED EXISTING TAX MAP NUMBER LOCATION OWNER
ONSITE: WASTEWATER 308.14-1-52183 PITCHER RD FOREST PARK MHC, LLC
r SYSTEMS 308.19-1-68.1 509 CORINTH RD AKINS, ROLAND
308.19-1-68.2 CORINTH RD QUEENSBURY LAND CONSERVANCY
308.19-1-69 CORINTH RD CORRADINA, JAMES
' 308.19-1-70 525 CORINTH RD DUDLEY, LINDA
Lands N/P of Stannard (3694/201) 308.19-2-2 8 ESSEX CT MERRELL, CRAIG S
308.19-2-3 12 ESSEX CT HOWE, DANNY E
308.19-2-17 7 ESSEX CT SHEVLIN, EDWARD J
I 308.19-2-18 3 ESSEX CT MICHAELS GROUP LLC, THE
EXISTING 308.15-1-27 VAN DUSEN RD COMBS, MORGAN KEITH
DECK X308.15-1-29 �24 VAN DUSEN RD `;'REED,:LUCY� r
-� 308.15-1-30 20 VAN DUSEN RD LINENDOLL, LAURA
308.15-1-31 CORINTH RD SAWMILL PATENT, LLC
`308.15-1-32 _ 472 CORINTH RD SAWMILL PATENT, LLC
308.15-1-6 188 PITCHER RD HENDERSON, CAROL E
4 308.15-1-8 185 PITCHER RD BUTLER, CELINA
308.15-1-9 199 PITCHER RD PARILLO, FRANK J
308.15-1-10 VAN DUSEN RD PARILLO, FRANK J
308.15-1-1 524 CORINTH RD GREEN, JOSEPH
308.15-1-2 520 CORINTH RD BUTLER, RAYMOND '
I 308,15-1-3 510 CORINTH RD PALMER, ROBERT'G
APPROXIMATE 308.15-1-4 196 PITCHER RD STANNARD, FREDERICK
LIMITS OF 308,15-1-5 3 VAN DUSEN RD BEDORE, RACHEL
EXISTING
TREE LINE
t EXISTING DRIVEWAY
i
r
y
I
PROJECT INFORMATION
OWNER/APPLICANT: ROBERT G. PALMER
920 WEST MOUNTAIN RD.
QUEENSBURY, NY 12804
(518) 792-6080
TOTAL LAND AREA: 0.92 ACRES
TAX MAP NUMBER: 308.15-1-3
EXISTING PARCEL ZONING: MDR (MODERATE DENSITY RESIDENTIAL)
FIRE DISTRICT: WEST GLENS FALLS STATION #2
eta Mon peni rod-- - - - - _ SCHOOL DISTRICT: QUEENSBURY SCHOOL DISTRICT
outh of Pope ty Comer EMS DISTRICT: WEST GLENS FALLS
of _ of ELECTION WARD: WARD 4
UTILITY POLE : WATER SERVICE: TOWN OF QUEENSBURY WATER DISTRICT
SEWER SERVICE: PRIVATE ONSITE SEPTIC
YARD REQUIREMENTS: REQUIRED IN MDR EXISTING PROPOSE
FRONT 1: 30' 112.96'4-- 112.96'+
FRONT 2: 30' 202.58'± 202.58'±
SIDES: 25' MIN 24.36712.14' 9.02712.14
EXISTING V G S ITC PLAN
1 "-30'-0"
LOT STATISTICS
REQUIRED IN MDR
EXISTING
PROPOSE
MAP REFERENCE: MAP OFA SURVEY FOR
MIN. LOT SIZE:
1 AC
0,92 AC ±
0.92 AC ±
ROBERT G, & DONNA L. PALMER, BY DA
MIN. LOT WIDTH:
100'
100 FT
100 FT
DICKINSON ASSOCIATES DATED 9/3/14
MAX. BUILDING HEIGHT:
40' MAX
17'±
17'±
GRAPHIC SCALE
30 0 15 30 60
(IN FEET)
1 INCH = 30 FT.
EXISTING WINDOW TO BE EXIST SIDING/FINISHES TO BE EXIST SIDI NG/FINISHC4S
REMOVED AND RELOCATED REMOVED AND REPLACED AS TO BE REMOVED ANU
REQ'D REPLACED AS REQ'D
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AND REGULATIONS AND THE INFORMATION
CONTAINED ON THESE PLANS EXIST, THE MORE
STRINGENT SHALL APPLY UNLESS THE INFORMATION
SHOWN, DESCRIBED, OR IMPLIED IS A VIOLATION
OF THE CODE, IN WHICH CASE THE CODE OR
REGULATION SHALL TAKE PREFERENCE OVER PLANS.
DIG SAFELY NEW YORK
CALL BEFORE YOU DIG
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HEREIN. IF DISCREPANCIES BETWEEN THE CODES
AND REGULATIONS AND THE INFORMATION
CONTAINED ON THESE PLANS EXIST, THE MORE
STRINGENT SHALL APPLY UNLESS THE INFORMATION
SHOWN, DESCRIBED, OR IMPLIED IS A VIOLATION
OF THE CODE, IN WHICH CASE THE CODE OR
REGULATION SHALL TAKE PREFERENCE OVER PLANS.
DIG SAFELY NEW YORK
CALL BEFORE YOU DIG
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IF THE ST PGR THIS DRAAING A NOT INBLUE
INK, THIS 0 CO m CTION DOCUMENTS, M�Y RE AN ILLEGAL
COPY OR I Pi PRIGIW S. D MINTS
OUbE ORIGINAL
NOT CO Glo -A
JEENSBURY MMI R §HO DNOTBE
F -
with our comments shall not be construed as
New York State.
PROPOSED GARAGE
ADDITION WITH FINISHES
TO MATCH EXISTING LEFT ELEVATION PARTIAL RIGHT ELEVATION REVISIONS
I
3/16"=I'-0" TOWN OF. QUEM ►U
BUILDING5
-C
&
4
Reviewed BY:
3
Date:
EXISTING SHINGLES TO BE REMOVED AS REQ'D TO BLEND WITH NEW, LAP 2
SHINGLES TO 1 ISSUED FOR PERMIT 1/6/2015
JOINTS WITH EXISTING PLYWOOD. INSTALL NEW UNDERLAYMENT
MATCH EXISTING
PROJECT NO.: 900
ASPHALT ROOF
GARAGE ROOF SHEATHING OVER EXISTING ROOF FRAMING AND STAGGER
SCALE: AS NOTED
c LE 0: VV/
' ]DATE: i JLY 15, 2014
4
DRAWN BY: VISION
FEB 18 2015
PROJECT:
'R(T .1 nr
510 CORINTH RD, QBY
now DRAWING TITLE
11111milmull I �-1 -� �IIIII
H
BUILDING
-� _ ��.
ELEVATIONS
EXISTING SIDING TO BE COORDINATE ELEVATION OF AND DRAWING NO.
REMOVED AND REPLACED ALIGN GARAGE SLAB AT OH DOOR
WITH TRIM AS REQUIRED OPENING WITH EXISTING GRADE AND
REAR ELEVATION AT ROOF'AND INSIDE ASPHALT APRON, SLOPE APRON AND FRONT ELEVATION
07CORNER INTERFACES WITH GRADE AWAY FROM DOOR OPENING DWG Sml
ADDITION MINIMUM 6" IN FIRST 10 FT OF 5
REAR SIDE
I
EXISTING DECD
76'-0"
>-_...� VINYL SLIDER
t l _
0 �l o
( BEDROOM KITCHEN
20 Lt/j 2()�r
2
2�
i
0
U,
3/4 HR RATED SELF
CLOSING FIRE DOO
V-0"
Z OPNG IN EXIST
WALL WITH (2)
U 2X10 HDR ABOVE
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RIGHT SIDE
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UNIT
2 EXISTING WALL (TEMPORARILY Z N � }
SHORE STRUCTURE ABOVE AS
j REQ'D AND INSTALL (2) 2X10 a FRONT SIDE0
} N Q
HEADER OVER OPNG) 4 <o �- z 0)
U) ui Ci
30
i ca t 00
GARAGE GARAGE I>•- Lo
(UNIT 2)o (EXISTING UNIT 1) 0- O x
v PROPOSED FOR 11 LL
UNIT #2
LA ALL FEDERAL, STATE, AND LOCAL CODES AND
REGULATIONS SHALL BE CONSIDERED TO BE PART
OF THE BUILDING DETAILS AND SPECIFICATIONS
HEREIN. IF DISCREPANCIES BETWEEN THE CODES
I wAND REGULATIONS AND THE INFORMATION
z CONTAINED ON THESE PLANS EXIST, THE MORE
I � STRINGENT SHALL APPLY UNLESS THE INFORMATION
0 SHOWN, DESCRIBED, OR IMPLIED IS A VIOLATION
OF THE CODE, IN WHICH CASE THE CODE OR
REGULATION SHALL TAKE PREFERENCE OVER PLANS.
i Q
DIG SAFELY NEW YORK
0
0- CALL BEFORE YOU DIG
- WAIT THE REQUIRED TIME
3 0 HO - CONFIRM UTILITY RESPONSE
U - RESPECT THE MARKERS
0 0 0 - DIG WITH CARE
' 8 X 7 O.H. DOOR 8'X 7 O.H. DOOR
— _ _ _ _ _ _ SAFE DIGGING IS EVERYONES RESPONSIBILITY!
PLEASE CALL 1-800-962-7962 BEFORE YOU DIG.
i ta, VISIT www.digsafelynewyork.com FOR ADDITIONAL
I INFORMATION.
46-0" IT IS A VIOLATION OF SECTION 7209 SUBDIVISION
2 OF THE NEW YORK STATE EDUCATION LAW
FOR ANY PERSON, UNLESS ACTING UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER, TO ALTER THIS DOCUMENT IN ANY
" • WAY. IF AN ITEM BEARING THE SEAL OF AN
ENGINEER IS ALTERED, THE ALTERING ENGINEER
HIS SEAL AND THE
30 -0 \ 2 s L LEFT SIDE T / ; _ NOTATION AFFIXSHALL A "ALTERED FOLLOWED BY HIS
- -
------------ -- _--_ - -_ ---=----=------------------- -- _` -- SIGNATURE. THE DATE OF SUCH ALTERATION,
} ---_---_----------------------------- -_--_------_ --__ _ _ —_ _ —__ ___—_ ---- _l AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
-
}
!
UNI
}
REMOVE SIDING AND INSTALL (2) }'
LAYERS OF 5/8" GYPSUM AT 5+12
COMMON WALL OVER EXISTING
�, EXTERIOR PLYWOOD SHEATHING
u if it
LU (3/4 -HR RATING) i
i�
ENGINEERS STAMP:
«> . LI\ILIO ROOM
&y KITCHEN0 co
`02: POST WITHIN REMOVE AND RELOCATE INSTALL 2 - 2X10 HDR 3
! 4
WALL BELOW CLG EXISTING MULLED TWIN OVER NEW R.O.
& RIDGE BEAMS WINDOW (FV SIZE) (TYPICAL) i 5±:12 i IF THE STAMP I E�N HIS�E4V rINBLUE `
8 (FV) f I INK,THISSETO'C6)y 91 N QCUMENTS' �E ILLEGAL
2 1 ! COPY OR A MODI PLICAT OFTji ORIGINAL PL�IJ$ CUMENTS
w ! t I NOT CONTAININ A IGIN,L R°I1DIGNATUR HO D NOT BE
! } j USED TO 0 ? N BU I D �E FT ORsFOR CON Tpl N.
FIRE DR > '
f t - O -g�
INFILL WALL
LANDING
-"EXTERIOR PLYWOOD 10'-0"
SHEATHING (MATCH EXISTING)
HANDRAIL STAIRS,
- 2X6 INFILL STUDS 6AT 16" OC i 5±:'12
- R-21 BATT INSULATION REVISIONS
AND GUARDS PER i I (FV) (FV) ! }
} } ROOF NOTES: t
NOTES - 4 -MIL POLY VAPOR BARRIER ! } 5
- INTERIOR FINISH TO MATCH
EXISTING i i ! i 1. ROOF UNDERLAYMENT: UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, 4
-CAR GARAGE " p o EXISTING SHINGLES TO BE } i i } PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED MINIMUM 2.INCHES,
Uj } i } FASTENED SUFFICIENTLY TO HOLD IN PLACE. END LAPS SHALL BE OFFSET.BY AT 3
SLOPE MIN. 1/8" PER FOOT _ p 0 = REMOVED AS REQ'D TO BLEND ! } } I
Q Q WITH NEW, LAP GARAGE ROOF LEAST 6 FEET. {
_ x w i } I 2. ICE PROTECTION: AN ICE BARRIER CONSISTING OF SELF -ADHERING POLYMER 2
O _ SHEATHING OVER EXISTING }
ROOF FRAMING AND STAGGER i ; i MODIFIED BITUMEN SHEET, SHALL BE USED IN PLACE OF UNDERLAYMENT AND , 1 ISSUED FOR PERMIT 1/6/2015
-� i } EXTEND FROM THE EAVES EDGE TO A POINT AT LEAST 24 INCHES INSIDE THE
I v-' JOINTS WITH EXISTING ! -- }
CODE REQUIRED 3/4 HR. w PLYWOOD. INSTALL NEW _— �-i L ------
------ 3 BA BASEEXTERIAND CAP,R WALL LINE FLASHING SHALL F THE DBE INSTALLED IN ACCORDANCE WITH THE PROJECT NO.: 900 `
INSTALL 5/8" TYPE "X" GYPSUM (2)-2X12 HDR OVER UNDERLAYMENT AND ICE & I F L______ _________ r
WATER SHIELD FROM DRIP TO MANUFACTURERS INSTALLATION INSTRUCTIONS. BASE AND CAP FLASHING SHALL SCALE: AS NOTED
WALLBOARD ON GARAGE WINDOW AND BUILT-UP I I I BE OF CORROSION RESISTANT METAL MINIMUM 0.019 -INCH THICKNESS.
�, 24 -INCHES INSIDE EXTERIOR I I 4. VALLEYS: CLOSED VALLEYS (COVERED WITH SHINGLES) SHALL BE LINED WITH DATE: JULY 15, 2014
CEILING STUD POST ABOVE TO I I
CLG BEAM AND RIDGE N WALL LINE I I ONE LAYER OF SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET, THE VALLEY
I 51:12 5+:12 -_
ROOF OVERHANG, TYP LINING SHALL BEAT LEAST 36 INCHES WIDE. OPEN VALLEYS (VALLEY LINING DRAWN BY: VISION
(MATCH (MATCH I I MATCH EXISTING (FV) EXPOSED) SHALL BE LINED WITH CORROSION RESISTANT METAL AND SHALL BE
EXISTING) EXISTING) I I AT LEAST 24 INCHES WIDE. COPPER LININGS SHALL BE MINIMUM 1 LB WT., AND
MODERN VIEW VINYL 2X4 @ 16" OC THICKNESS.
PROJECT:
SINGLE HUNG 3050 PERIMETER WALL I I I I ALUMINUM SHALL BE MINIMUM 0.024 -INCH
WINDOW (ROUGH F MING (TYP) I 5. ALL VERTICAL'+SIDEWALLS SHALL BE FLASHED WITH METAL AND SHALL BE BY PALMER DUPLEX
OPENING T -0"X5'-0") 1 (( I I THE STEP -FLASHING METHOD.
S-3 LL— T = _ _ — — _ _ _ _ _ _�� 6. FOR SLOPES LESS THAN 5 VERT. IN 12 HORIZ. INSTALL UNDERLAYMENT IN THE 51 O CORINTH'RD, QBY
FOLLOWING MANNER: APPLY A 19 -INCH STRIP OF UNDERLAYMENT PARALLEL WITH
16'-0" 10'-0"% AND STARTING AT THE EAVES, THEN STARTING AT THE EAVE APPLY 36 -INCH WIDE
26'-0..
SHEETS, LAPPING SUCCESSIVE SHEETS MINIMUM 19 INCHES. DRAWING TITLE
FLOOR PLAN NOTES: ROOF PLAN FIRST FLUOR
1. WALL DIMENSIONS INDICATED ARE TO FACE OF STUD, UNLESS NOTED OTHERWISE. PLAN
2. TYPICAL WALL HEADERS SHALL BE BUILT -Up (2) 2X10, UNLESS NOTED OTHERWISE.
3. ALL HEADERS GREATER THAN 5'-0" SHALL UE BUILT UP (3) 2X10 FOR 2X6 WALLS AND (2)
FLOOR PL AN�DUPLEX 2X12 FOR 2X4 WALLS, UNLESS NOTED OTHERWISE. DRAWING NO.
4. INSTALL HEADERS AT NON -LOAD BEARING WALL LOCATIONS WITH MINIMUM 1 1/2
INCHES BEARING.
DWG S=2
5. INSTALL HEADERS AT LOAD BEARING WALL OR BEAM LOCATIONS WITH MINIMUM 3"
BEARING. EACH SIDE OVER 5', MINIMUM 1 1/2'' BEARING EACH SIDE UNDER 5'. `
OF 5
W
N
W
!_
X
W
�
�
FRIDGE
Ujp
>
C)
4'-0" X 6'-8" CASED OPENING IN Q
UNIT
2 EXISTING WALL (TEMPORARILY Z N � }
SHORE STRUCTURE ABOVE AS
j REQ'D AND INSTALL (2) 2X10 a FRONT SIDE0
} N Q
HEADER OVER OPNG) 4 <o �- z 0)
U) ui Ci
30
i ca t 00
GARAGE GARAGE I>•- Lo
(UNIT 2)o (EXISTING UNIT 1) 0- O x
v PROPOSED FOR 11 LL
UNIT #2
LA ALL FEDERAL, STATE, AND LOCAL CODES AND
REGULATIONS SHALL BE CONSIDERED TO BE PART
OF THE BUILDING DETAILS AND SPECIFICATIONS
HEREIN. IF DISCREPANCIES BETWEEN THE CODES
I wAND REGULATIONS AND THE INFORMATION
z CONTAINED ON THESE PLANS EXIST, THE MORE
I � STRINGENT SHALL APPLY UNLESS THE INFORMATION
0 SHOWN, DESCRIBED, OR IMPLIED IS A VIOLATION
OF THE CODE, IN WHICH CASE THE CODE OR
REGULATION SHALL TAKE PREFERENCE OVER PLANS.
i Q
DIG SAFELY NEW YORK
0
0- CALL BEFORE YOU DIG
- WAIT THE REQUIRED TIME
3 0 HO - CONFIRM UTILITY RESPONSE
U - RESPECT THE MARKERS
0 0 0 - DIG WITH CARE
' 8 X 7 O.H. DOOR 8'X 7 O.H. DOOR
— _ _ _ _ _ _ SAFE DIGGING IS EVERYONES RESPONSIBILITY!
PLEASE CALL 1-800-962-7962 BEFORE YOU DIG.
i ta, VISIT www.digsafelynewyork.com FOR ADDITIONAL
I INFORMATION.
46-0" IT IS A VIOLATION OF SECTION 7209 SUBDIVISION
2 OF THE NEW YORK STATE EDUCATION LAW
FOR ANY PERSON, UNLESS ACTING UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER, TO ALTER THIS DOCUMENT IN ANY
" • WAY. IF AN ITEM BEARING THE SEAL OF AN
ENGINEER IS ALTERED, THE ALTERING ENGINEER
HIS SEAL AND THE
30 -0 \ 2 s L LEFT SIDE T / ; _ NOTATION AFFIXSHALL A "ALTERED FOLLOWED BY HIS
- -
------------ -- _--_ - -_ ---=----=------------------- -- _` -- SIGNATURE. THE DATE OF SUCH ALTERATION,
} ---_---_----------------------------- -_--_------_ --__ _ _ —_ _ —__ ___—_ ---- _l AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
-
}
!
UNI
}
REMOVE SIDING AND INSTALL (2) }'
LAYERS OF 5/8" GYPSUM AT 5+12
COMMON WALL OVER EXISTING
�, EXTERIOR PLYWOOD SHEATHING
u if it
LU (3/4 -HR RATING) i
i�
ENGINEERS STAMP:
«> . LI\ILIO ROOM
&y KITCHEN0 co
`02: POST WITHIN REMOVE AND RELOCATE INSTALL 2 - 2X10 HDR 3
! 4
WALL BELOW CLG EXISTING MULLED TWIN OVER NEW R.O.
& RIDGE BEAMS WINDOW (FV SIZE) (TYPICAL) i 5±:12 i IF THE STAMP I E�N HIS�E4V rINBLUE `
8 (FV) f I INK,THISSETO'C6)y 91 N QCUMENTS' �E ILLEGAL
2 1 ! COPY OR A MODI PLICAT OFTji ORIGINAL PL�IJ$ CUMENTS
w ! t I NOT CONTAININ A IGIN,L R°I1DIGNATUR HO D NOT BE
! } j USED TO 0 ? N BU I D �E FT ORsFOR CON Tpl N.
FIRE DR > '
f t - O -g�
INFILL WALL
LANDING
-"EXTERIOR PLYWOOD 10'-0"
SHEATHING (MATCH EXISTING)
HANDRAIL STAIRS,
- 2X6 INFILL STUDS 6AT 16" OC i 5±:'12
- R-21 BATT INSULATION REVISIONS
AND GUARDS PER i I (FV) (FV) ! }
} } ROOF NOTES: t
NOTES - 4 -MIL POLY VAPOR BARRIER ! } 5
- INTERIOR FINISH TO MATCH
EXISTING i i ! i 1. ROOF UNDERLAYMENT: UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, 4
-CAR GARAGE " p o EXISTING SHINGLES TO BE } i i } PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED MINIMUM 2.INCHES,
Uj } i } FASTENED SUFFICIENTLY TO HOLD IN PLACE. END LAPS SHALL BE OFFSET.BY AT 3
SLOPE MIN. 1/8" PER FOOT _ p 0 = REMOVED AS REQ'D TO BLEND ! } } I
Q Q WITH NEW, LAP GARAGE ROOF LEAST 6 FEET. {
_ x w i } I 2. ICE PROTECTION: AN ICE BARRIER CONSISTING OF SELF -ADHERING POLYMER 2
O _ SHEATHING OVER EXISTING }
ROOF FRAMING AND STAGGER i ; i MODIFIED BITUMEN SHEET, SHALL BE USED IN PLACE OF UNDERLAYMENT AND , 1 ISSUED FOR PERMIT 1/6/2015
-� i } EXTEND FROM THE EAVES EDGE TO A POINT AT LEAST 24 INCHES INSIDE THE
I v-' JOINTS WITH EXISTING ! -- }
CODE REQUIRED 3/4 HR. w PLYWOOD. INSTALL NEW _— �-i L ------
------ 3 BA BASEEXTERIAND CAP,R WALL LINE FLASHING SHALL F THE DBE INSTALLED IN ACCORDANCE WITH THE PROJECT NO.: 900 `
INSTALL 5/8" TYPE "X" GYPSUM (2)-2X12 HDR OVER UNDERLAYMENT AND ICE & I F L______ _________ r
WATER SHIELD FROM DRIP TO MANUFACTURERS INSTALLATION INSTRUCTIONS. BASE AND CAP FLASHING SHALL SCALE: AS NOTED
WALLBOARD ON GARAGE WINDOW AND BUILT-UP I I I BE OF CORROSION RESISTANT METAL MINIMUM 0.019 -INCH THICKNESS.
�, 24 -INCHES INSIDE EXTERIOR I I 4. VALLEYS: CLOSED VALLEYS (COVERED WITH SHINGLES) SHALL BE LINED WITH DATE: JULY 15, 2014
CEILING STUD POST ABOVE TO I I
CLG BEAM AND RIDGE N WALL LINE I I ONE LAYER OF SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET, THE VALLEY
I 51:12 5+:12 -_
ROOF OVERHANG, TYP LINING SHALL BEAT LEAST 36 INCHES WIDE. OPEN VALLEYS (VALLEY LINING DRAWN BY: VISION
(MATCH (MATCH I I MATCH EXISTING (FV) EXPOSED) SHALL BE LINED WITH CORROSION RESISTANT METAL AND SHALL BE
EXISTING) EXISTING) I I AT LEAST 24 INCHES WIDE. COPPER LININGS SHALL BE MINIMUM 1 LB WT., AND
MODERN VIEW VINYL 2X4 @ 16" OC THICKNESS.
PROJECT:
SINGLE HUNG 3050 PERIMETER WALL I I I I ALUMINUM SHALL BE MINIMUM 0.024 -INCH
WINDOW (ROUGH F MING (TYP) I 5. ALL VERTICAL'+SIDEWALLS SHALL BE FLASHED WITH METAL AND SHALL BE BY PALMER DUPLEX
OPENING T -0"X5'-0") 1 (( I I THE STEP -FLASHING METHOD.
S-3 LL— T = _ _ — — _ _ _ _ _ _�� 6. FOR SLOPES LESS THAN 5 VERT. IN 12 HORIZ. INSTALL UNDERLAYMENT IN THE 51 O CORINTH'RD, QBY
FOLLOWING MANNER: APPLY A 19 -INCH STRIP OF UNDERLAYMENT PARALLEL WITH
16'-0" 10'-0"% AND STARTING AT THE EAVES, THEN STARTING AT THE EAVE APPLY 36 -INCH WIDE
26'-0..
SHEETS, LAPPING SUCCESSIVE SHEETS MINIMUM 19 INCHES. DRAWING TITLE
FLOOR PLAN NOTES: ROOF PLAN FIRST FLUOR
1. WALL DIMENSIONS INDICATED ARE TO FACE OF STUD, UNLESS NOTED OTHERWISE. PLAN
2. TYPICAL WALL HEADERS SHALL BE BUILT -Up (2) 2X10, UNLESS NOTED OTHERWISE.
3. ALL HEADERS GREATER THAN 5'-0" SHALL UE BUILT UP (3) 2X10 FOR 2X6 WALLS AND (2)
FLOOR PL AN�DUPLEX 2X12 FOR 2X4 WALLS, UNLESS NOTED OTHERWISE. DRAWING NO.
4. INSTALL HEADERS AT NON -LOAD BEARING WALL LOCATIONS WITH MINIMUM 1 1/2
INCHES BEARING.
DWG S=2
5. INSTALL HEADERS AT LOAD BEARING WALL OR BEAM LOCATIONS WITH MINIMUM 3"
BEARING. EACH SIDE OVER 5', MINIMUM 1 1/2'' BEARING EACH SIDE UNDER 5'. `
OF 5
INSTALL SOLID BLOCKING
AT EXISTING RIM JOIST
BELOW POSTS/POINT LOAD
#4X2'-6" LG DOWELS IN WALL
AT 24" OC VERTICAL EXISTING 10" CMU FDN WALL OVERLAP ROOF SHEATHING WITH
SPACING AND E IS XNG LG AND CONCRETE FOOTING EXISTING FRAMING AND STAGGER Y
DOWELS INTO EXISTING BUILT UP (4) 2X4 STUD
(FIELD VERIFY - FV) JOINTS Q=
FOOTING. DRILL AND EPDXY POST BELOW RIDGE 0
1 - -�� AND CLG BEAMS IN
�T INTO EXISTING FDN WALL STEP. FOOTINGS TO ALIGN -
j I AND FOOTING WITH MIN 6" WITH EXISTING AS READ, I I 2X10 RAFTERS AT BUILT UP (4) 2X4 STUD
I EMBED, TYP 2 LOC'S 12 OC TYPICAL POST BELOW RIDGE WALL, TYP EACH END
SEE DETAILS FOR INFO j j
6'-0"
BEAM IN WALL TYP O �
AND OPTIONS (2 LOC S) I I JOISTS IAT 2"OC 2 1 3/4"X9 1/2" FLAT 2X4 STRONG -BACK �'� { *�� w
�- - - - - - - — ------------- , EACH ENDti
..`��.
--- -- � �---------------------------- -----I � I i -----------j r TYPICAL BEAM (FLUSH
AT 60 OC
F7/77/77/77/77/77/7/i77/77,777/77/77/77/ 7777777777
r----- �— ------ — ----- --- 1 -- —--------- -- -- -- —,-- -- -- -- -- -- — 1 _ _ _ 0
- - - - - i T —
I I WORK POINT, SILL CONNECTION I - - - - - - - - - �- �
1 I -- -- -- -- - - - W L
CORNER OF z $ TO CMU TO BE I 1 ,I M - - - - - - - _ _ _ _ _ _ — > c
I EXISTING FDN ¢ FIELD VERIFIED, I 10-0 ± > cn
WALL w SEE SECTIONS — - - - - 1 - - -
W
I U) NOTCH TOP OF FOUNDATION I I U)
SLOPE SLAB 1/8"/FT = 2X4 @ 16" OC (2) 1 3/4X14" LVL 0
I_ WALL (-0'-4) BELOW TOP I I
STUD BEARING RIDGE BEAM ,* •cn
OF SLAB ELEVATION INDICATED I i WALLS BELOW
I I— AND OVERPOUR CONCRETE
4" THICK CONCRETE SLAB ON SLAB. SEE TYP. DETAILS (TYP.
I GRADE OVER 6" COMPACTED AT SHADING) ) o _ MATCH AND ALIGN WITH 5:12± FV
SUBBASE AND VAPOR BARRIER o ® I I N E=XIST ROOF SLOPE ca
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ONE -CAR GARAGE ca 16" X 10" CONTINUOUS CONC. i W W
UNEXCAVATED FOOTING WITH (2) #4 REINF.
CONTINUOUS (TYPICAL) I I �� w o
SLOPE SLAB 1/8"/FT cv I I W
Q 8" FOUNDATION WALL
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26'-0" CEILING JOIST ENDS N rn N 1--
EAVE AND RAKE LAPPED WITH RAFTERS N Q
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TYPICAL (�
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FOUNDATION PLAN GARAGE ADDITION ROOF FRAMING PLAN CEILING FRAMING PLAN Co c� = m
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FOUNDATION PLAN NOTES: y ALL FEDERAL, STATE, AND LOCAL CODES AND
ROOF AND CEILING FRAMING NOTES: REGULATIONS SHALL BE CONSIDERED TO BE PART
1. INSTALL CEILING BEAMS, KING POSTS, HIP BEAMS, AND RIDGES AT START OF FRAMING. SPLICE MEMBERS ONLY AT OF THE BUILDING DETAILS AND SPECIFICATIONS
1. TOP OF GARAGE FDN WALL TO ALIGN WITH TOP OF EXISTING BUILDING FOUNDATION. HEREIN. IF DISCREPANCIES BETWEEN THE CODES
2. ** CONTRACTOR NOTE: EXISTING UNDERGROUND UTILITIES MAY EXIST WITHIN THE BEARING POINTS.
AND REGULATIONS AND THE INFORMATION
BOUNDARIES OF THE PROPOSED PROJECT. CONTRACTOR SHALL FIELD VERIFY ALL 2. BRACE COLUMNS AND POSTS WITH DIAGONAL 2X IN EACH DIRECTION TO CEILING AND CONNECT POSTS TO BEAMS CONTAINED ON THESE PLANS EXIST, THE MORE
EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. WITH STEEL CONNECTORS. SOLID OR BUILT-UP STUD POSTS SHALL MATCH WIDTH OF SUPPORTED MEMBERS ABOVE.
STRINGENT SHALL APPLY UNLESS THE INFORMATION
SHOWN, DESCRIBED, OR IMPLIED IS A VIOLATION
3. ALL RAFTERS TO BE TIED WITH 2X COLLAR TIES (HIGH AND LOW) INCLUDING OVER -FRAMED RAFTERS, U.N.O. INSTALL of THE CODE, IN WHICH CASE THE CODE OR
RAFTERS ON OPPOSITE SIDES OF RIDGES CONCURRENTLY.
REGULATION SHALL TAKE PREFERENCE OVER PLANS.
4. ROOF AREAS BELOW OVERFRAMING SHALL BE FULLY SHEATHED TO BEARING POINTS. DIG SAFELY NEwvoRK
5. WHERE OVER -FRAMED RAFTERS OCCUR, INSTALL CONTINUOUS FLAT 2X10 IN VALLEY FOR BEARING. - CAL BEFORE YOU DIG
6. INSTALL RAFTERS AT RIDGE BEAMS WITH MIN. 1 1/2" GAP FOR RIDGE VENTILATION.-wAIrTHE REQUIRED TIME
- CONFIRM UTILITY RESPONSE
7. CONTRACTOR TO FILL IN CEILING FRAMING WHERE OVER -FRAMED AREAS OCCUR WITH NO ROOF TRUSSES OR - RESPECT THE MARKERS
RAFTERS. - DIG WITH CARE
r SAFE DIGGING IS EVERYONES RESPONSIBILITYI
PLEASE CALL 1-800-962-7962 BEFORE YOU DIG.
VISIT www.di safe ne
INFORMATION.
'+ ` g IY wyork.com FOR ADDITIONAL
F\
A VIOLATION OF SECTION 7209 SUBDIVISION
j III ITIS
2 OF THE NEW YORK STATE EDUCATION LAW
1 FOR ANY PERSON, UNLESS ACTING UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
N
' E G NEER, TO ALTER THIS DOCUMENT IN ANY
2X10 RAFTERS (2) 1/4"o' X3 1/2" SDS ,;; I WAY. IF AN ITEM BEARING THE SEAL OF AN
ENGINEER IS I SHALL AFFIX TO THE ALTERED, THE ALTERING
MHS SEAL AND THE EER
AT 12" OC SCREWS CONNECTING (2) 1.75X14 LVL 2X4 RIDGE TIE AT 24" OC
EDGE: RAFTER TO EACH f NOTATION "ALTERED BY" FOLLOWED BY HIS
GABLE END STUD ( RIDGE BEAM SIGNATURE, THE DATE OF SUCH ALTERATION,
2X10 RAFTERS AT 12" OC AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
INI
2X10 BLKG 2 1 2
AT 36 OC 2X6 CEILING L---- ----J 5+
JOISTS AT 12" OC
2X6 CLG JOISTS AT 12" OC (2) 1 3/4"X9 1/2"
LVL CEILING
ENGINEERS STAMP:
2X4 GABLE END 2X10 RAFTERS BEAM (FLUSH)
WITH VARYING HT PER
:
' .. AT 12 OC
ROOF ELEVATION
__.___
T/WALL O�r
(MATCH EXISTING FIRST .c,@ VV. Ry
5/8" TYPE X (2) LAYERS OF 5/8"
SIMPSON U26 AT 5/8" TYPE "X"
,. SIMPSON H2.5 FLOOR T/PLATE, FV) '� • ,,,;� '� �
EACH CEILING GYPSUM ON IF THE sr �N SI TkJFjEH&PRAWIN ARE' OT IN BLUE
.'GYPSUM WALL T (2) 1/4"0 X3 1/2" SDS EACH RAFTER, �
GYPSUM CLEILING JOIST, TYPICAL CEILING INK, THIS rOFC IST IOND( MENTSMAY� ILLEGAL
TYP COPY ORA M [P) PLIC . �QF T� PRIGINAL LAN DOCUMENTS
BOARD OVER SCREWS AT 24° OC,(CLG NOTCONTAI � ORIGI N �I� , D_ (GNAT OULDNOT BE
EXISTING PLYWOOD JOIST TO EXISTING WALL) Fo a ucrloN.
FLAT 2X4 SHEATHING usEDrot BuuD1 RER(ktr
STRONG -BACK AT
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60" OC EXISTING HOUSE � ��,�
ONE -CAR GARAGE ONE -CAR GARAGE w.��.
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2X4 EXTERIOR CODE REQUIRED 3/4 HR. `NOTE: CONTRACTOR TO FIELD p N
GARAGE WALL FIRE RATED WALL ASSEMBLY VERIFY IF EXISTING BRG PLATE IS +I O CODE REQUIRED 3/4 HR. Q T
INSTALL 5/8 -INCH TYPE "X" ANCHORED TO CMU FDN WALL. IF N z z FIRE RATED WALL ASSEMBLY `7
c INSTALL 5/8 -INCH TYPE "X" °D
GYPSUM WALL BOARD ON NO ANCHORS ARE INSTALLED SEE _ REVISIONS
( ¢ x GYPSUM WALL BOARD ON O
GARAGE CEILING. EXISTING FDN WALL BRACING `° O w GARAGE CEILING. SLAB OVER POUR AT OH 5
DETAIL FOR REQ'D REINFORCING 4" THICK SLAB ON GRADE, ci DOOR AND FOUNDATION
WALL BEYOND
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VAPOR BARRIER, AND 00 4
COMPACTED SLAB SUBBASE U
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T/FDN WALL
(MATCH EXISTING) SL_ OpE W
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PROJECT NO.: 900 0
INSTALL TEMPORARY WALL z }
SCALE: AS NOTED ca
E E SHORING TO RESIST LATERAL = I
LOADING OF PLASTIC CONCRETE I ' COMPACTED I w
STEPPED FOOTING BEYOND 1 SUBGRADE DATE: JULY 15, 2014 Z
-----------------
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DURING WALL POUR. DO NOT
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1 REMOVE SHORING UNTIL DRAWN BY: VISION z
SEE ALTERNATIVE DETAILS' J\ \ :";'- COMPACTED
ON DWG S-4 j CONCRETE WALL WALL HAS
------. + � \ L• .;::' BACKFILL
1 I \ CURED FOR MINIMUM 3 DAYS
PROJECT: i>
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--- ' — AND TYPICAL DETAILS FOR ADDITIONAL DRAWING TITLE o
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AND TYPICAL DETAILS FOR ADDITIONAL BUILDING o
INFORM
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SECTIONS
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2 SECTION THRU GARAGE DRAWING NO.
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S-3 SCALE: 3/8" _ V-0"
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BASEMENT SASH OR
2-0 MIN. OTHER OPENING I
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EXTENDED MIN. i 9
2'-0" BEYOND
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ALL SIDES
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18" MIN. LAP
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TYPICAL REINFORCING AT FOUNDATION WALL EDGE, OPNG, OR PIPE 36" MIN. #4 BENT BAR
NOT TO SCALE 18" MIN. LAP
NOTES:
1. THE MINIMUM FOOTING THICKNESS IN STEPPED AREAS SHALL
EQUAL THE FOOTING THICKNESS IN THOSE UNSTEPPED AREAS.
2. THE REINFORCING BAR SIZE IN STEPPED AREAS SHALL
EQUAL THE BAR SIZE IN THOSE UNSTEPPED AREAS.
�l F_ 3. A MINIMUM OF 3 INCHES OF CONCRETE IS REQUIRED AROUND
ALL REINFORCING BARS.
i
EXISTING BEARING PLATE EXISTING FLOOR JOISTS TYPICAL STEPPED FOOTING DETAIL
(WITHOUT MECHANICAL ANCHORS AND FLOOR SHEATHING
TO FDN WALL - FIELD VERIFY) NOT TO SCALE
1
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1 1/2" MIN
SIMPSON 7 GA GALV. HEAVY
DUTY ANGLE (HL35) WITH (2) r
1/2" 0 LAG BOLTS TO BRACE
2X6 BRACE AT 24" OC
AND (2) 1/2" 0 EXP/SLEEVE WITH 16D NAILS AT 3" OC
ANCHORS TO CMU/FDN WALL r
STAGGERED
2X BLOCKING (MIN. 3 JOIST
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BAYS) AT EACH BRACE
LOCATION
EXISTING FOUNDATION
WALL
r
EXISTING FDN WALL BRACING DETAIL
NOT TO SCALE
s`
�4
EXISTING EXTERIOR PLYWOOD
WALL SHEATHING (TO REMAIN)
t .-
REMOVE SIDING AND INSTALL (2)
LAYERS OF 5/8" GYPSUM AT EXISTING'
COMMON WALL OVER EXISTING s
PLYWOOD SHEATHING BUILDING;
(3/4 -HR RATING)
GARAGE FLOOR
SLAB
"v
IRDER TRUSS OR
OOF BEAM (POINT
DAD LOCATION)
TUD COLUMN BELOW
OINT LOAD (MINIMUM
WIDTH TO MATCH
BEAM WIDTH)
CEILING JOISTS LA
WITH RAFTERS. SE
FOR SIZE AND SPA
4" CONCRETE SLAI
#2 CRUSHED STON
AND 6 MIL. VAPOR
UNDISTURBED OR
TYPICAL ROOF CONSTRUCTION
- ASPHALT ROOF SHINGLES (MATCH EXISTING)
- 15# BUILDING PAPER/UNDERLAYMENT
- 1/2 INCH APA ROOF SHEATHING
- RAFTERS (SEE PLAN FOR FRAMING)
ALUMINUM DRIP EDGE (INSTALL
UNDER ICE & WATER MEMBRANE),
AND TRIM (MATCH EXISTING)
2X6 SUB -FASCIA (FV TO MATCH
EXISTING)
VENTED SOFFIT (MATCH
EXISTING)
TYPICAL WALL CONSTRUCTION
- EXTERIOR VINYL SIDING AND TRIM (MATCH EXISTING)
- TYVEK HOUSE WRAP
1/2 INCH APA WALL SHEATHING
2X4 STUDS AT 16 INCHES O.C.
P.T. BOTTOM PLATE (TYP)
DROP GRADE MINIMUM 6" IN
FIRST 10'-0" (TYPICAL)
CONCRETE FROST WALL, SEE
TYPICAL SECTIONS AND DETAILS
FOR INFO
EXISTING BUILDING FRAMING
! DBL LVL BLOCKING (USE NEW CONCRETE N ALIGN TOP OF CONCRETE
MINIMUM 2'-0" LONG FROST WALL FROST WALL WITH T/EXISTING
GARAGE SECTION. DEPTH TO PER FDN PLAN FDN WALL, TYP '
MATCH FLOOR FRAMING)
ADDITION\
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#4X2'-0"X2'-0"�
DOWELS AT 24" OC U) T/FROST WALL
(MATCH EXISTING)
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FLOOR BEAM (POINT -
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NOTE: CONTRACTOR TO FIELD LOAD LOCATION)
VERIFY IF EXISTING BRG
PLATE IS ANCHORED TO CMU -
. � CIT.
11,
y r% FDN WALL. IF NO ANCHORS STUD COLUMN BELOW
'�'` xr"' �� _ �ARE INSTALLED SEE EXISTING
I ,, POINT LOAD (MINIMUM
FDN WALL BRACING DETAIL WIDTH TO MATCH
FOR REQ'D REINFORCING BEAM WIDTH)
EXISTING 10" -CMU
FOUNDATION WALL
(FIELD VERIFY) DBL LVL BLOCKING (USE
COMPACTED SLAB
SUBBASE MINIMUM 2'-0" LONG ti
SECTION. DEPTH TO
� \\\ MATCH FLOOR FRAMING) T/FTG �_--_----- �_
PER PLAN
---------------
TEMPORARY CMU WALL 4� _ _--- ---
II
SHORING UNTILpCONC WALL
EXISTING SUBGRADE/BACKFILL — 1S CURED MINI tLIM 3 DAYS
TO BE PROOF -COMPACTED - -
PRIOR TO SLAB INSTALLATION _ \ Q
EXISTING, NEW CONCRETE
EXISTING
BASEMENT
INSTALL #4X2'-6" LG DOWELS AT 24"
OC MAX SPACING IN FROST WALL.
DRILL AND ADHESIVE ANCHOR TO
EXISTING FDN WALL`(USE HILTI-HY
HIT ADHESIVE AND SCREEN TUBE AT
HOLLOW CMU)
(2) #4X2'-6" LG DOWELS LAPPED
W/ FTG REINF SIMILAR TO WALL
DOWELS
4 INCH CONCRETE
SLAB ON GRADE OVER
COMPACTED FILL
AND SUBBASE --\
BUILDING COMPONENTS
SEE GARAGE SECTION
2X4 OR 2X6 P.T.. BRG. PLATE
(SEE PLAN FOR WALL SIZE)
#4 HORIZONTAL
GRADE
'BASEMENT FOOTING PER
FOUNDATION WALL FDN PLAN ? EXISTING FDN WALL
6" MIN 1 SEE PLAN y I I F AND FOOTING
CONT FTG 1 I
EXISTING BASEMENT
SLAB ON GRADE PER PLAN REINFORCING f I z z
z I TYPICAL BUILT-UP STUD COLUMN DETAIL r
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I— NOT TO SCALE T/ EXISTING FTG
(FIELD VERIFY) T I 1
= COLUMN NOTES:
1. LVL BLOCKING AT RIM JOISTS REQUIRED WHEN THE POINT LOAD#4 VERTICAL DOWELS @ 48"
(2) #4 CONT. REINF I - FROM ABOVE (FLOOR OR ROOF OR COMBINED LOAD FROM BOTH) O.C. W/STD. 900 END HOOK
EXCEEDS 2000 LBS. INTO FOOTING
i DRILL AND ADHESIVE 2. WHERE ROOF AND FLOOR POINT LOADS ALIGN, INSTALL LVL UNDISTURBED SUBGRADE
ANCHOR #4X2'-6' LG DOWELS BLOCKING SHOWN EACH SIDE OF FLOOR BEAMS MINIMUM V-0"; ' m
INTO EXISTING FTG AT 24" OC 3. SHORT 2X4 STUD SECTIONS MAY BE SUBSTITUTED FOR THF_ LVL
BLOCKING SHOWN. NAIL ALL LAMINATIONS TOGETHER AND (2) #4 CONTINUOUS
'MINIMUM WIDTH SHALL MATCH BEAM OR TRUSS WIDTH. SEE TYPICAL SECTION FOR
INFORMATION NOT SHOWN
1 SECTION AT EXISTING CMU FDN WALL
u
S-4 NOT TO SCALE ALTERNATIVE FOOTING TRANSITION AT EXISTING BUILDING TYPICAL GARAGE FROST WALL SECTION
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(CAN BE USED IN PLACE OF MULTIPLE FTG STEPS) NOT TO SCALE
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ALL FEDERAL, STATE, AND LOCAL CODES AND
REGULATIONS SHALL BE CONSIDERED TO BE PART
OF THE BUILDING DETAILS AND SPECIFICATIONS
HEREIN. IF DISCREPANCIES BETWEEN THE CODES
AND REGULATIONS AND THE INFORMATION
CONTAINED ON THESE PLANS EXIST, THE MORE
STRINGENT SHALL APPLY UNLESS THE INFORMATION
SHOWN, DESCRIBED, OR IMPLIED IS A VIOLATION
OF THE CODE, IN WHICH CASE THE CODE OR
REGULATION SHALL TAKE PREFERENCE OVER PLANS.
DIG SAFELY NEW YORK
- CALL BEFORE YOU DIG
- WAIT THE REQUIRED TIME
- CONFIRM UTILITY RESPONSE
-RESPECT THE MARKERS
- DIG WITH CARE
SAFE DIGGING IS EVERYONES RESPONSIBILITY!
PLEASE CALL 1-800-962-7962 BEFORE YOU DIG.
VISIT www.digsafelynewyork.com FOR ADDITIONAL
INFORMATION.
IT IS A VIOLATION OF SECTION 7209 SUBDIVISION
2 OF THE NEW YORK STATE EDUCATION LAW
FOR ANY PERSON, UNLESS ACTING UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER, TO ALTER THIS DOCUMENT IN ANY
WAY. IF AN ITEM BEARING THE SEAL OF AN
ENGINEER IS ALTERED, THE ALTERING ENGINEER
SHALL AFFIX TO THE ITEM HIS SEAL AND THE
NOTATION "ALTERED BY" FOLLOWED BY HIS
SIGNATURE, THE DATE OF SUCH ALTERATION,
AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
ENGINEERS STAMP:
E �
IF THE P ND SITU Q TOIS DRA INF E NOT IN BLUE
INK, T ,S F C J CUMENT KA E AN ILLEGAL
COPY OR At 9 PLII Ed Thi ORIGI 1lB NS. DOCUMENTS
NOT CON ININq 0 �� pl D SIG U . SHOULD NOT
BE
USE N A ®ING 0� STRUCTION.
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REVISIONS
5
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3
2
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ISSUED FOR PERMIT 1/6/2015
PROJECT NO.: 900
SCALE:
AS NOTED
DATE:
JULY 15, 2014
DRAWN BY:
VISION
PROJECT:
PALMER DUPLEX
510 CORINTH RD, QBY
DRAWING TITLE
TYPICAL
DETAILS
DRAWING NO.
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OF
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GENERALNOTES
DESIGNED IN ACCORDANCE WITH 2010 RESIDENTIAL BUILDING CODE OF NEW YORK STATE.
DO NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES IN DIMENSIONS OR
ELEVATIONS.
DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL MEMBERS. CONTRACTOR SHALL NOTIFY ENGINEER,OF
PROPOSED DEVIATIONS OR SUBSTITUTIONS FROM DIMENSIONS OR MATERIALS SHOWN ON THE DRAWINGS AND MAKE
ONLY THOSE DEVIATIONS OR SUBSTITUTIONS ACCEPTED BY ENGINEER.
THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. CONTRACTOR SHALL
BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY.
ALL GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN SECTION R308.4 OF THE 2010 RESIDENTIAL
BUILDING CODE OF NEW YORK STATE SHALL BE PROVIDED WITH A MANUFACTURERS LABEL, DESIGNATING THE TYPE
AND THICKNESS OF GLASS AND THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES. SEE MINIMUM CATEGORY
CLASSIFICATION OF GLAZING TABLE FOR GLAZING REQUIREMENTS.
ALL FOAM PLASTIC OR FOAM PLASTIC CORES OF MANUFACTURED ASSEMBLIES SHALL BE COVERED WITH MINIMUM 1/2
INCH GYPSUM BOARD WHICH IS MECHANICALLY FASTENED TO SUPPORT STRUCTURE.
IN ALL FRAMED WALLS, FLOORS, AND ROOF/CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE,
A 4 -MIL POLY VAPOR RETARDER SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION.
FIREBLOCKING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS BOTH VERTICAL AND
HORIZONTAL BETWEEN BUILDING STORIES AND THE TOP FLOOR AND ROOF, WALL STUD CAVITIES SHALL,HAVE
FIREBLOCKING INSTALLED AT INTERVALS NOT TO EXCEED 10 FEET. BATTS OR BLANKETS OF MINERAL OR GLASS
FIBER INSULATION OR SOLID WOOD BLOCKING SHALL BE USED FOR FIREBLOCKING.
ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQUARE FEET. OPENINGS SHALL BE�MINIMUM 22
INCHES BY 30 INCHES AND SHALL HAVE A MINIMUM 30 INCH UNOBSTRUCTED HEADROOM HEIGHT.
STAIR NOTES j
STAIRWAY SHALL NOT BE LESS THAN 36 INCHES WIDE IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT
AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4 1/2 INCHES ON EITHER SIDE OF
THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS
AND LANDINGS, SHALL NOT BE LESS THAN 311/2 INCHES WHERE THE HANDRAIL IN INSTALLED ON ONE SIDE AND 27 INCHES
WHERE THE HANDRAILS ARE PROVIDED ON BOTH SIDES.
THE MAXIMUM RISER HEIGHT SHALL BE 8 1/4 INCHES AND THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES.
THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN 6'-8" MEASURED VERTICALLY FROM THE
SLOPED PLANE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM.
PORCHES, BALCONIES, OR RAISED FLOOR SURFACES LOCATED MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW
SHALL HAVE GUARDS NOT LESS THAN 36 INCHES IN HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30
INCHES ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 INCHES IN HEIGHT MEASURED
VERTICALLY FROM THE NOSING OF THE TREADS.
REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR SURFACES, BALCONIES, AND PROCHES SHALL HAVE
INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW THE PASSAGE OF A SPHERE 4 INCHES OR MORE IN
DIAMETER.
HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT,
MEASURED ABOVE THE TREAD NOSINGS, SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES. ALL REQUIRED
HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS FROM A POINT DIRECTLY ABOVE THE TOP RISER OF A
FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. }
HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2 INCHES BETWEEN THE WALL AND THE
HANDRAIL. I
ENCLOSED ACCESSIBLE SPACE BENEATH STAIRWAYS SHALL HAVE WALLS AND UNDER STAIR SURFACE ON THE ENCLOSED SIDE
WITH A 1/2 INCH GYPSUM COVERING.
EXTERIOR EXIT LANDINGS, STAIRS, DECKS, AND SIMILAR EXIT FACILITIES SHALL BE POSITIVELY ANCHORED TO THE PRIMARY
BUILDING STRUCTURE USING HANGERS, LAG BOLTS, SCREWS, OR OTHER FASTENING SYSTEMS NOT SUBJECT TO WITHDRAWAL.
WOOD FRAMING NOTES
IE
NAILING NOT INDICATED ON DRAWINGS SHALL BE IN ACCORDANCETH. RESIDENTIAL
WITH TABLE R602.3 CONTAINED IN
BUILDING CODE OF NEW YORK STATE.
INSTALL BLOCKING IN A CONTINUOUS HORIZONTAL ROW AT MID -HEIGHT OF INTERIOR STUD BEARING WALLS.
I
USE PRESSURE -TREATED WOOD FOR ALL TIMBER ELEMENTS EXPOSED TO WEATHER OR IN CONTACT WITH SOIL, WATER, OR
CONCRETE.
INSTALL BUILT-UP STUD COLUMNS AT EACH END OF ALL HEADERS OR BEAMS. FOR WALLS PARALLEL WITH HEADERS, COLUMNS
SHALL BE A MINIMUM OF 1 JACK STUD AND 1 KING STUD, UNLESS NOTED OTHERWISE. AT LOCATIONS WHERE WALLS ARE
PERPENDICULAR TO HEADERS, INSTALL 1 KING STUD ON EACH SIDE OF HEADER AND JACK STUDS BELOW AS REQUIRED TO
MATCH HEADER WIDTH.
JOISTS EXCEEDING NOMINAL 2 BY 12 SHALL BE SUPPORTED LATERALLY WITH SOLID BLOCKING OR DIAGONAL BRIDGING AT
INTERVALS NOT EXCEEDING 8 FEET.
WHERE JOISTS, TRUSSES, OR RAFTERS ARE SPACED MORE THAN 16 INCHES ON CENTER OR THE BEARING STUDS DO NOT
ALIGN, SUCH MEMBERS SHALL BEAR WITHIN 5 INCHES OF THE STUD BENEATH UNLESS THE TOP PLATE IS SUPPORTED OR
REINFORCED WITH A TRIPLE 2X6 HEADER DIRECTLY BELOW.
-OUNDATION NOTES:
BEAR FOOTINGS ON FIRM UNDISTURBED SOIL. FOUNDATIONS HAVE BEEN DESIGNED FOR A PRESUMPTIVE SOIL
BEARING PRESSURE OF 3000 PSF IN ACCORDANCE WITH SECTION 401.4.1 OF THE 2010 RESIDENTIAL BUILDING CODE
OF NEW YORK STATE. 1F SOILS ENCOUNTERED ARE EXPANSIVE, COMPRESSIBLE, SHIFTING, OR HAVE OTHER
UNKNOWN CHARACTERISTICS, SOIL TESTING SHALL BE PERFORMED TO VERIFY SOIL PROPERTIES AND THE DESIGN
PRESUMPTIVE BEARING PRESSURE.
MINIMUM DEPTH OF EXTERIOR FOOTINGS FOR FROST PROTECTION IS 4 FEET BELOW FINISHED GRADE, UNLESS
ENTIRE STRUCTURE IS FULLY BEARING ON SOUND BEDROCK.
LAP FOOTING AND WALL REINFORCEMENT 2 FEET AT SPLICES. PROVIDE CORNER BARS THE SAME SIZE AND NUMBER
AS CONTINUOUS REINFORCEMENT, LAPPED 2 FEET WITH MAIN REINFORCEMENT.
CAST STEPPED FOOTINGS MONOLITHICALLY. REFER TO DRAWINGS FOR TYPICAL STEPPED FOOTING DETAIL. SEE
FOUNDATION PLAN FOR APPROXIMATE STEP LOCATIONS.
EXCAVATIONS SHALL BE LAID BACK TO PREVENT SLOUGHING IN OF SIDES. MAINTAIN SIDES AND SLOPES OF
EXCAVATIONS IN STABLE CONDITION UNTIL COMPLETION OF BACKFILLING. FOUNDATION EXCAVATIONS SHALL BE
HAND TRIMMED TO REMOVE LOOSE MATERIAL OR RIDGES LEFT BY EQUIPMENT.
BACKFILL FOUNDATION WALLS WITH SAND AND GRAVEL WHICH ARE WELL -DRAINING, SOUND, DURABLE, AND FREE OF
ORGANIC OR OTHER DELETERIOUS MATERIALS. INSTALL BACKFILL EVENLY ON BOTH SIDES OF WALLS WHERE
NECESSARY TO PREVENT DISPLACEMENT OF CONSTRUCTION. BACKFILL SHALL NOT BE PLACED AGAINST BASEMENT
WALLS UNTIL THE WALLS HAVE SUFFICIENT STRENGTH AND HAVE BEEN ANCHORED TO THE FLOOR ABOVE. FINISHED
GRADE AT PERIMETER OF FOUNDATION SHALL BE SLOPED TO DRAIN SURFACE WATER AWAY FROM BUILDING. THE
GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 6 INCHES WITHIN FIRST 10 FEET.,
PLACE INTERIOR BACKFILL AND SLAB SUBBASE MATERIAL IN LAYERS NOT MORE THAN 12 INCHES IN, LOOSE DEPTH
AND COMPACT TO 95 PERCENT OF MAXIMUM DENSITY.
ANCHOR SILL PLATE OF EXTERIOR WALLS TO FOUNDATION WALLS WITH 1/2 -INCH ANCHOR BOLTS 12 INCHES MAXIMUM
FROM EACH END AND 4 FEET MAXIMUM ON CENTER IN BETWEEN. (MINIMUM OF TWO ANCHOR BOLTS,IN,EACH SILL
PIECE_) EMBED ANCHOR BOLTS A MINIMUM OF 12 INCHES IN CONCRETE FOUNDATION WALLS.
3
MATERIAL PROPERTIES:
CONCRETE: FOOTINGS, FOUNDATION WALLS, AND INTERIOR SLABS ON GRADE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH F'C AT 28 DAYS OF 3000 PSI. EXTERIOR SLABS ON GRADE AND GARAGE SLABS SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH F'C AT 28 DAYS OF 3500 PSI.
CONCRETE SHALL HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.55, A MAXIMUM 51NCH SLUMP, AND SHALL HAVE 5 TO 7
PERCENT ENTRAINED AIR (ASTM C 260) AT EXTERIOR EXPOSED LOCATIONS.
REINFORCING: DEFORMED BARS; ASTM A 615, GRADE 60.
WOOD FRAMING: NO. 2 OR BETTER, SPRUCE -PINE -FIR (SPF).
SUBFLOORING: APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 48/24 (23/32" MIN. THICKNESS)
ROOF SHEATHING: APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 32/16 (15/32" MIN. THICKNESS)
WALL SHEATHING: APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 (9/16" MIN. THICKNESS)
CONCRETE BLOCK: ASTM C 90 WITH AVERAGE NET COMPRESSIVE STRENGTH OF 1900 PSI, NORMAL WEIGHT.
BRICK: ASTM C 216, TYPE FBS, GRADE SW, WITH MINIMUM AVERAGE NET AREA COMP. STRENGTH 3000 PSI.
MORTAR: ASTM C 270 OR ASTM C 1142, TYPE S (FOR MASONRY VENEERS USE TYPE N).
GROUT: ASTM C 476, MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI, 8-10 INCH SLUMP.
STRUCTURAL ROLLED STEEL W -SHAPES: ASTM A 992 (FY=50 KSI). STEEL PLATES AND ANGLES SHALL BE ASTM A 36.
STRUCTURAL STEEL PIPE COLUMNS: ASTM A 53, TYPE E OR S, GRADE B.
ANCHOR BOLTS: ASTM A 307, GRADE A.
CHEMICAL ADHESIVE ANCHORS: HILTI HIT HY-150 IN SOLID MASONRY OR CONCRETE, HILTI HIT HY-20 IN MASONRY WITH
SCREEN TUBE AT HOLLOW CORES.
SOUTHERN PINE (WHERE SPECIFIED): SOUTHERN YELLOW PINE WITH MINIMUM PROPERTIES AS FOLLOWS;
- 2X8 Fb = 1500 PSI
- 2X10 Fb = 1300 PSI`
- 2X12 Fb = 1250 PSI
- E = 1,700,000 PSI -
--V— Ivillm. L24" CL. IN
° FRONT OF
OPENING
- WALL
WATER CLOSETS SHOWER
MINIMUM FIXTURE CLEARANCES
SOIL PROPERTIES ACCORDING TO UNIFIED SOIL CLASSIFICATION SYSTEM
SOIL GROUP
UNIFIED SOIL
CLASSIFICATION
SYSTEM SYMBOL
SOIL DESCRIPTION
DRAINAGE
CHARACTERISTICS
FROST HEAVE
POTENTIAL
VOLUME CHANGE
POTENTIAL
EXPANSION
1,200
0.70
GRAVELS, GRAVEL -SAND MIXTURES, LITTLE OR NO FINES
GOOD
LOW
LOW
GRAVEL, SANDY GRAVEL (GW AND GP)
3,000
RADED GRAVELS OR GRAVEL -SAND MIXTURES, LITTLE OR NO FINES
GOOD
LOW
LOW
150
0.25
ADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES
GOOD
LOW
LOW
GROUPI
fftEINED
GRADED SANDS OR GRAVELLY SANDS, LITTLE OR NO FINES
GOOD
LOW
LOW
J
Q
AVELS, GRAVEL=SAND-SILT MIXTURES
GOOD
MEDIUM
LOW
ui
co
ND, SAND -SILT MIXTURES
GOOD
MEDIUM
LOW
GC
CLAYEY GRAVELS, GRAVEL -SAND -CLAY MIXTURES
MEDIUM
MEDIUM
LOW
PROJECT:
SC
CLAYEY SANDS, SAND -CLAY MIXTURES
MEDIUM
MEDIUM
LOW
GROUP 11
ML
INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, SILTY OR CLAYEY
FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY
MEDIUM
HIGH
LOW
OJ
a U
CL
INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY CLAYS, SANDY
CLAYS, SILTY CLAYS, LEAN CLAYS
MEDIUM
MEDIUM
MEDIUM TO
LOW
DRAWING
CH
INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS
POOR
MEDIUM
HIGH
GROUP III
MH
INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SANDY OR SILTY
SOILS, ELASTIC SILTS
POOR
HIGH
HIGH
OL
ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY
POOR
MEDIUM
MEDIUM
GROUP IV
OH
ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTS
UNSATISFACTORY
MEDIUM
HIGH
Pt
PEAT AND OTHER HIGHLY ORGANIC SOILS
UNSATISFACTORY
MEDIUM
HIGH
1. THE PERCOLATION RATE FOR GOOD DRAINAGE IS OVER 4 INCHES PER HOUR, MEDIUM DRAINAGE IS 2 TO 4 INCHES PER HOUR,
AND POOR IS LESS THAN 2 INCHES PER HOUR.
2. SOILS WITH A LOW POTENTIAL EXPANSION TYPICALLY HAVE A PLASTICITY INDEX (PI) OF 0 TO 15, SOILS WITH A MEDIUM POTENTIAL
EXPANSION HAVE A PI OF 10 TO 35, AND SOILS WITH A HIGH POTENTIAL EXPANSION HAVE A PI GREATER THAN 20.
FOUNDATION DESIGN PARAMETERS
CLASS OF MATERIAL
ALOWABLE FOUNDATION
BEARING PRESSURE
(PSF) B
LATERAL EARTH
PRESSURE
(PSF/FT BELOW GRADE)
LATERAL SLIDING
COEFF. OF FRICTION
A
CRYSTALLINE BEDROCK
12,000
1,200
0.70
SEDIMENTARY AND FOLIATED ROCK
4,000
400
0.35
GRAVEL, SANDY GRAVEL (GW AND GP)
3,000
200
0.35
SAND, SILT, SILTY GRAVEL, CLAYEY SANDS
AND GRAVELS (SW,SP,SM,SC,GM, AND GC)
2,000
150
0.25
CLAY, SANDY CLAY, SILTY CLAY, CALYEY
SILT, SANDY SILT (CL,ML,MH, AND CH)
1,500 B
100
-
A. COEFFICIENT TO BE MULTIPLIED BY THE DEAD LOAD.
B. IF SOILS ENCOUNTERED ARE EXPANSIVE, COMPRESSIBLE, SHIFTING, OR HAVE OTHER UNKNOWN CHARACTERISTICS, OR IF
THE SOILS ARE ANTICIPATED TO HAVE A BEARING CAPACITY LESS THAN 1,500 PSF, A SOILS INVESTIGATION SHALL BE
CONDUCTED TO VERIFY FOUNDATION DESIGN.
� MINIMUM CATEGORY CLASSIFICATION OF GLAZING
EXPOSED SURFACE,
AREA OF ONE SIDE
OF ONE LITE
GLAZING STORM TORM
OR COMBINATION
DOORS
(CATEGORY CLASS)
GLAZING IN
DOORS
(CATEGORY
CLASS)
GLAZING PANELS
REGULATED BY ITEM 7
OF SECTION R308.4
(CATEGORY CLASS)
GLAZING PANELS
REGULATED BY ITEM 6
OF SECTION R308.4
(CATEGORY CLASS)
GLAZING IN DOORS AND
ENCLOSURES REGULATED
BY ITEM 5 OF R308.4
(CATEGORY CLASS)
SLIDING GLASS
DOORS PATIO
TYPE
(CATEGORY CLASS)
10
ATTICS WITH STORAGE
20
ROOMS OTHER THAN SLEEPING ROOMS
40
SLEEPING ROOMS
30
9 SQ.FT. OR LESS
I
I
NO REQUIREMENT
1
11
11
MORE THAN 9 SQ.FT.
II
II
II
II
II
II
NOTES:
1. INDIVIDUAL GLAZED AREAS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED IN SECTION R308.4 SHALL PASS
THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201. GLAZING SHALL COMPLY WITH THE CPSC 16 CFR, PART 1201
CRITERIA FOR CATEGORY I OR II AS INDICATED IN THE TABLE ABOVE.
UNIFORMLY DISTRIBUTED DESIGN LIVE LOADS
LOCATION
LIVE LOAD (PSF)
EXTERIOR BALCONIES
60
DECKS
40
ATTICS WITHOUT STORAGE
10
ATTICS WITH STORAGE
20
ROOMS OTHER THAN SLEEPING ROOMS
40
SLEEPING ROOMS
30
STAIRS
40
GROUND SNOW
50
SEISMIC DESIGN CATEGORY
C (SFD EXEMPT)
BASIC WIND SPEED
90 MPH
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DIG SAFELY NEW YORK
- CALL BEFORE YOU DIG
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SAFE DIGGING IS EVERYONES RESPONSIBILITY!
PLEASE CALL 1-800-962-7962 BEFORE YOU DIG.
VISIT www.digsafelynewyork.com FOR ADDITIONAL
INFORMATION.
IT IS A VIOLATION OF SECTION 7209 SUBDIVISION
2 OF THE NEW YORK STATE EDUCATION LAW
FOR ANY PERSON, UNLESS ACTING UNDER THE
DIRECTION OF A LICENSED PROFESSIONAL
ENGINEER, TO ALTER THIS DOCUMENT IN ANY
WAY. IF AN ITEM BEARING THE SEAL OF AN
ENGINEER IS ALTERED, THE ALTERING ENGINEER
SHALL AFFIX TO THE ITEM HIS SEAL AND THE
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