RC-000647-2016 TOWN OF QUEENSBURY
742 Bay Road.Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: RC-000647-2016
Tax Map No: 289.9-I-20
Permission is hereby granted to: Paul Shambo
For property located at: 31 SULLIVAN 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
Owner Name: Paul Shambo Single Family-Addition $185,000.00
Owner Address: 31 Sillivan RD Total Value $185,000.00
Lake George,NY 12845
Contractor or Builder's Name/Address Electrical Inspection Agency
Paul Shambo
31 Sillivan RD
Lake George,NY 12845
Plans&Specifications
Residential Addition
1st floor: 1,800 sq.ft.
2nd floor: 1,224 sq.ft.
and one wood fireplace
Cross Ref.Area Variance PZ 213-2016
$654.80 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,December 5,2017
(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 Town of QyeC}tSCe -In tz
e ber 5,2016
SIGNED BY: ( G for the Town of Queensbury.
w
Director of Building&Code Enforcement
PRINCIPAL STRUCTURE APPLICATION Office Use Only
Received
Date: IM 1 k i (p Tax Map ID
Q Permit No. �p
Tax Map ID Z� 1 A — , —z(l Permit Fee
Zone 7S Rec Fee \ KJ\)MCF—\b93
Historic Site _Yes _ No Site Plan#
Subdivision Name Lot# Subdivision#
Project Location \'3N A�i l_l A \1 A1.1 RCS
TOWN BD.RESOLUTION 86-2013: $850 recreation fee for new dwelling units—single family,duplexes/two-family,
multiple family,apartments, condominiums,townhouses,and/or manufactured&modular homes, but not mobile
homes. This is in addition to the permit fee(s).
Applicant Owner
Address \ v Address
Phone/E-mail Phone/E-mail
Contact Person for Building&Codes Compliance: N A e-A(Ij� Phone CX37A (oL-1
TYPE OF CONSTRUCTION
✓Check all that apply New Addition Alteration 1"floor sf 2nd floor sf Total sf Height
Single Family / 1 L,y
Two-Family V
Multi-Family
(#of units
Townhouse
Business Office
Retail-Mercantile
Factory-Industrial
Attached Garage
(1, 2, 3, 4+)
Other
If commercial or industrial please indicate of business
Town of Queensbury Building&Codes Principal Structure Application Revised September 2015
Proposed use of building or addition tne
Source of Heat (circle one) Gas it Propane Solar Other FAD
Fireplace: Complete a separate application for Fuel Burning
Appliances & Chimneys
Are there structures not shown on plot plan?
Are there easements on the property?
Site Information
a. Dimensions or acreage of lot
b. Is this a comer lot? p
c. Will the grade be changed as a result of construction _ Yes _ No
d. Public water or Private well
e.,Sewer or Private Septic System
Value of all work to be performed (labor or materials) $
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 I 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 NYS 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:
PRINTNAME: PR.04f DATE: G 1
SIGNATURE: � o DATE: 4
For office use only
Operating Permit Issued: _Yes —No
Occupancy Type
Construction Classification
Assembly Occupancy Limit
Special Conditions
Town of Queensbury Building&Codes Principal Structure Application Revised September 2015
Fuel Burning Appliance & Chimney Application office Use only
Received
DATE: G Tax Map ID —� �l
TAX MAP ID: -2 . 9 ^f^� Permit No.
Permit Fee
ZONE: /„2. MS
OWNER -5 kb I PHONE/E-MAIL
ADDRESS / v /ev Z-akt- 4 fGe .r/,y /z.kvj-
INSTALLER l �r/� PHONE/E-MAIL
,Q
BUILDER U-aul -5#4A14rr
CONTACT PERSON FOR BUILDING&CODE COMPLIANCE:
PHONE/E-MAIL BUILDING ADDRESS
ROOM OF INSTALL: PLANNED INSTALL DATE:
FUEL BURNING APPLIANCE INFORMATION WOOD COAL PELLET GAS OIL NOTE: ROUGH-IN&
STOVE FINAL INSPECTION ARE
FIREPLACE INSERT REQUIRED'
FIREPLACE,FACTORY BUILT*
NOTE'
FIREPLACE,MASONRY MANUFACTURER'S
INSTALLATION MANUAL
FURNACE(GARAGE ONLY)
MUST BE AVAILABLE AT
TIME OF INSPECTION
*If factory built provide manufacturer name: ; Model#:
Listed by: Number:
CHIMNEY INFORMATION
Masonry** (check one) BLOCK BRICK _STONE
Flue _TIE _STEEL _Size in inches
Material DOUBLE WALL TRIPLE WALL INSULATED
** If non-masonry provide manufacturer name: ; Model#:
DECLARATION: Construction/installation must conform to NYS Fire Prevention & Building Code and/or
manufacturer requirements. The applicant or owner agrees to comply with all applicable laws, ordinances,
regulations,and all conditions that are part of these requirements and also will allow inspector's to enter premises
to perform required inspections.
I HAVE READ AND AGREE TO THE ABOVE:
PRINT NAME: o S#i4,ftha Jt DATE: `lh he.
SIGNATURE: DATE: 9l/I/�
Town of Queensbury Building&Codes Principal Structure Application Revised January 2016
REScheck Software Version 4.6.2
Compliance Certificate
289.9-1-20 RC-000647-2016
Project Paul & Theresa Shambo Shambo, Paul
Energy Code: 2010 New York Energy Conservation 31 Sullivan Road
Location: Warren County, New York Res. Add. w/FP 3024 s.f.
Construction Type: Single-family
Project Type: Addition
Climate Zone: 6 (7635 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
Queensbury, NY Paul&Theresa Shambo AK Hayes
Queensbury, NY Glens Falls,NY 12801
trade-offCompliance: Passes using UA
Compliance: 8.0%Better Than Code Maximum UA: 424 Your UA: 390 707
The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-oh rules. (-It DOES NOT provide an estimate of energy use or cost relative to a minimum-coca home. l
Envelope Assemblies
NEW
Gross Area Cavity Cont.
Perimeter
Ceiling 1:Flat Ceiling or Scissor Truss 432 38.0 0.0 0.030 13
i
ilin : Cathedral Ceiling 1,820 38.0 0.0 0.027 48
yligh .Wood Frame:Double Pane with Low-E 26 40400 1 1:Wood Frame, 16"o.c. 1,174 21.0 0.0�--- 05750
Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 86 0.300 26
Door 1: Glass 160 0.290 46
Door 2: Solid 44 0.160 7
Wall 2:Wood Frame, 16"o.c. 1,364 21.0 0.0 0.057 68
Win--ow 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 171 0.300 51
Floor 1:All-Wood joistrrruss:Over Unconditioned Space 2,108 30.0 0.0 0.033 70
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy
Conservation Construction Code requirements in REScheck Version 4.6.2 and to co I datory requirements listed in
the REScheck Inspection Checklist. j ZE OF NEIV
= Name-Title Signature I,/ 'd0 1 Date
rr
aO
0 '� 3i, 1r
Project Title: Paul &Theresa Shambo Report date: 09/04/15
Data filename: C:\Users\AnDocuments\REScheck\Shambo ResCheck.rck Page 1 of 6
REScheck Software Version 4.6.2
Inspection Checklist
Energy Code: 2010 New York Energy Conservation Construction Code
Requirements: 0.0% were addressed directly in the REScheck software
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided.
Section
# Pre-Inspection/Plan Review Plans Verified Field Verified
& Re .ID I Value Value Complies? Comments/Assumptions
103.2 ;Construction drawings and -._ ❑Complies
[PR111 ;documentation sufficiently ❑Does Not
;demonstrates energy code
;compliance for the building t.... ❑Not Observable
I envelope. ❑Not Applicable
103.2, ;Construction drawings and ❑Complies
403.7 ;documentation sufficiently ❑Does Not
[PR311 ;demonstrates energy code
,compliance for lighting and ❑Not Observable
,mechanical systems.Systems - ❑Not Applicable
jserving multiple dwelling units
must demonstrate compliance
with the commercial code. r _
403.6 Heating and cooling equipment is Heating: Heating: '❑Complies
[PR2J2 .sized per ACOA Manual S based Btu/hr Btu/hr ❑Does Not
Ion loads per ACCAManual Jor ; Cooling: Cooling: Not Observable ;
;other approved methods. ❑
Btu/hr— Btu/hr
❑Not Applicable j
Additional Comments/Assumptions:
1 I High Impact(Tier 11 '2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Paul &Theresa Shambo Report date: 09/04/15
Data filename: C:\Users\AK\Documents\REScheck\Shambo ResCheck.rck Page 2 of 6
Section
# Foundation Inspection Complies? Comments/Assumptions
& Req ID
- 303.2.1 Exposed foundation insulation ❑Complies
[FO1111 protection. ❑Does Not
[]Not Observable
❑Not Applicable
403.8 !Snow melt controls. ❑Complies
[FO12]2 ; ❑Does Not
[]Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1 IHigh Impact(Ter 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier3)
Project Title: Paul &Theresa Shambo Report date: 09/04/15
Data filename: C:\UsersWK Documents\REScheck\Shambo ResCheck.rck Page 3 of 6
Section
# Framing/Rough-In Inspection Plans Verified Field Verified Complies? Comments/Assumptions
& Re .ID Value Value
402.4.4 ;Fenestration that is not site built ❑Complies
[FR2011 is listed and labeled as meeting ❑Does Not
19) ;AAMA/WDMA/CSA 101/I.S.2/A440
;or has infiltration rates per NFRC ❑Not Observable
:400 that do not exceed code ❑Not Applicable
limits.
402.4.5 IC-rated recessed lighting fixtures ❑Complies
[FR16]2 sealed at housing(nterior finish ❑Does Not
0, and labeled to indicate&It;=2.0 ❑Not Observable
'..cfm leakage at 75 Pa.
[]Not Applicable j
403.2.2 All joints and seams of air ducts, ❑Complies
[FR1311 air handlers,filter boxes, and ❑Does Not
building cavities used as return
ducts are sealed. ❑Not Observable
❑Not Applicable j
403.2.3 ;Building cavities are not used as ❑Com lies
[FR15]3 ducts or plenums. p
[]Does Not
❑Not Observable I
❑Not Applicable
403.3 HVAC piping conveying fluids I R- R-_ :❑Complies
[FR1712 above 105 OF or chilled fluids El
Does Not
below 55 OF are Insulated to R-3.
.❑Not Observable
❑Not Applicable j
403.4 Circulating service hot water R- R- ❑Complies
[FR1B]2 pipes are insulated to R-2. ❑Does Not
� ❑Not Observable
❑Not Applicable
403.5 1 Automatic or gravity dampers are ❑Complies
[FR1912 installed on all outdoor air ❑Does Not
vi intakes and exhausts.
❑Not Observable
❑Not Applicable j
Additional Comments/Assumptions:
1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Paul &Theresa Shambo Report date: 09/04/15
Data filename: C:\Users\AK\Documents\REScheck\Shambo ResCheck.rck Page 4 of 6
Section
# Insulation Inspection Complies? Comments/Assumptions
& Re .ID
303.1 ;All installed insulation labeled or ❑Complies
pN1312 ;installed R-values provided. ❑Does Not
Q ❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 12.1 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Paul &Theresa Shambo Report date: 09/04/15
Data filename: C:\Users\AK\Documents\REScheck\Shambo ResCheck.rck Page 5 of 6
Section
# Final Inspection Provisions Plans Verified Field Verified
& Re ,ID Value Value Complies? Comments/Assumptions
402.4.2, 'Building envelope tightness ACH 50 = ACH 50 =_ ❑Complies
402.4.2.1 verified by blower door test result) ❑Does Not
F11711 of<7 ACH at 50 Pa.This
0 :requirement may instead be met ❑Not Observable
!via visual inspection,in which ❑Not Applicable
case verification may need to
;otturdl ing Insulation
Inspection.
403.2.2 :Duct tightness via post- _cfm _cfm ❑Complies
[FI4]1 :construction with maximum - ❑Does Not
$, ;leakage of 8 cfm to outdoors, or
12 cfm across systems. For ❑Not Observable
rough-in tests,verification may []Not Applicable
:need to occur during Framing
;Inspection, with maximum
leakage of 6 cfm across systems
;and 4 cfm without air handler.
403.1.1 Programmable thermostats ❑Complies
[FI9]2 installed on forced air furnaces. ❑Does Not
U,
[]Not Observable
❑Not Applicable
403.1.2 Heat pump thermostat installed ❑Complies
[1`11012
;on heat pumps. a❑Does Not
I -ttIii❑Not Observable ;
9❑Not Applicable
403.4 :Circulating service hot water ![]Complies
[FIll12 systems have automatic or ❑Does Not
;accessible manual controls. ❑Not Observable 1
❑Not Applicable
401.3 Compliance certificate posted. ❑Complies
[FI7]2 ❑Does Not
O,
❑Not Observable
;❑Not Applicable
303.33 !Manufacturer manuals for -.1❑Complies
[FI18] mechanical and water heating - - ❑Does Not
;equipment have been provided.
❑Nat Observable
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Paul &Theresa Shambo Report date: 09/04/15
Data filename: C:\Users\AK\Documents\REScheck\Shambo ResCheck.rck Page 6 of 6
2010 New York
Energy Conservation
Construction Code
Energy Efficiency
Certificate
Insulation Rating R-Value
Above-Grade Wall 21.00
Below-Grade Wall 0.00
Floor 30.00
Ceiling / Roof 38.00
Ductwork (unconditioned spaces):
Glass&Door Rating U-Factor SHG7
Window 0.30
Door 0.29
Skylight 0.40
;Heating&Cooling Equipment Efficiency
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments
Project:
Location:Multi-Loaded Multi-Span Beam Ih�Tc�,4
Multi-Loaded Multi-Span Beam a t
[2009 International Building Code(AISC 13th Ed ASD)j o�
A992-50 INf2x35 x 22.4 FT
t
n Adequate By:61.9%
olling Factor:Deflection StruCalc Version 8.0.113.0 8/27/2015 10:25:51 AM
LECTIONS Cerner LOADING DIA -oAIIALoad 0.46 IN L7583
Load 0.21 in
Load 0.67 IN L1398
Load Defection Criteria:L1360 Total Load Deflection Criteria:1240
A 19
2 FILE COPY
jive Load 6360 Ib 8232 Ib
ead Load 2900 Ib 3836 Ib
otal Load 9260 Ib 12068 Ib
earing Length 0.82 in 0.82 in
Loe
an Length 22 4 It r — -----
nbracedLength-Top 0 It a
nbraced Length-Bottom 22.4 ft B
OP
12x35-A992-50 =Ljve
ADS Center
oad 480 plfroperties: Load 180 plfYeld Stress: ght 35 plf
Modulus of Elasticity: Fy= 50 Kai oad 695 If
Depth: E' 29000 ksl
d= 125 in POINT LOADS (FNTca pAh
Web Thickness: by= Load Number grit
Flange Width; 0.3 in Live Load 3840 Ib
Flange Thickness: bf' 6.56 in
ft= 0.52 in Dead Load 1920 Ib
Distance to Web Toe of Fillet: k= Location 16.66 ft
Moment of Inertia About X-X Axis: 0.82 in
Section Modulus Abort X-X Axis: S 285 in4
Plastic Section Modulus About X-X Axis: 45.6
45.6 in3
51.2 InaDesi n Properties Per AISC 13th Edition Steel
Manual:
Flange Buckling Ratio: FBR.
Allowable Flange Buckling Ratio: 6.31
Web Buckling Ratio: AFBR= 9.15
WBS= 36.2
Allowable Web Buckling Ratio:
Controlling Unbraced Length: Lb= = 90.55
Limiting Unbraced Length- 0 ft
for lateral-torsional buckling: Lp= 544 It
Nominal Flexural Strength w/safety factor: Mn= 127745 ft-Ib
Controlling Equation: F2-1
Web height to thickness ratio: h/tw=
Limiting height to thickness ratio for 362
Cv Factor: eqn.G2-2: hllw-limit= 53.95
Controlling Equation: Cv= 1
Nominal Shear StrengthG2 2
w/safety factor: Vn= 75000 Ib
ontrolling Moment: 61685 ft-Ib
13.22 Ft from left support of span 2(Center Span)
:rr*sted by combining all dead loads and live loads on span(s)2
xrtrolling Shear: -12068 Ib
�L.O Ft from left support of span 2(Center Span)
'eated by combining all dead loads and live loads on spans
c.
,orison with required sections: ��e
de
tit of Inertia(deflection): 176.09 Y 176.09 in4 285 in4
61685 ft4b 127745 ft-lb
-12069 lb 75000 lb