RC-000608-2016 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: RC-000608-2016 Date Issued: Monday, March 13, 2017
This is to certify that work requested to be done as shown by Permit Number RC-000608-2016
has been completed.
Tax Map Number: 296.14-2-13
Location: 75 DEVIN CT
Owner: CERRONE BUILDERS, INC.
Applicant: CERRONE BUILDERS, INC.
This structure may be occupied as a:Single Family Dwelling 1650 s.f.
Village at Sweet Road, lot 13 By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan,
Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
QL Community Development-Building& Codes (518)761-8256
BUILDING PERMIT
Permit Number: RC-000608-2016
Tax Map No: 296.14-2-13
Permission is hereby granted to: CERRONE BUILDERS,INC.
For property located at: 75 DEVIN CT
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 Sled and approved and in compliance with the NYS Uniform
Building Codes and the Queensbury Zoning Ordinance
Tyne of Construction
Owner Name: CERRONE BUILDERS,INC. Single Family-New $365,000.00
Owner Address: 1589 State Route 9 Total Value $365,000.00
Fort Edward,NY 12828
Contractor or Builders Name/Address Electrical Inspection Agency
CERRONE BUILDERS,INC.
1589 State Route 9
Fort Edward,NY 12828
Plans&Specifications
Single Family Dwelling 1650 s.f.
Village at Sweet Road,lot 13
$1,247.50 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,September 15,2017
(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
gdate.)
Dated at the Town of eensb d / /PhurW, ember 15,2016
SIGNED BY: G„`✓KI/ �VJr the Town of Queensbury.
Director of Building&Code Enforcement
PKINCIPAL STRUCTURE APPLICATION Office Use Only
Date: z Fr�- /7 Zoi6 Permit No. gf—' 60b.2"b
Tax Map ID Permit Fee b5o
Zone Historic? _Yes Ao Rec Fee 1550
Subdivision Name / rLot#_25
& T4m-u
- IOIS
Subdivision#
Project Location
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).
Primary Owner(s)
G iJ h
Address
Phone/Email
Applicant
Address
Phone/Email
Contractor
Address
Phone/Email
Contact Person for Building&Codes Compliance: Phone 111 I3
r
0
TYPE OF CONSTRUCTION
,/Check all that apply New Addition Alteration I"floor sf 2'floor sf Total sf Height
Single Family ✓ AKO d /
Two-Family
Multi-Family
(#of units
Townhouse
Business Office
Retail-Mercantile
Factory-Industrial
Attached Garage
(1 10 3, 4+)
Other
Town of Queensbury Building&Codes Principal Structure Application revised January 2016
If commercial or industrial please indicate name of business
Proposed use of building or addition
Source of Heat(circle one) Ga Oil Propahe Solar Other
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 O /
b. Is this a corner lot? _Yes _No
c. Will the grade be changed as a result of construction _Yes _No
d. Public water or Private well (circle one) ublic Private
e. Sewer or Private Septic System(circle one) Sewer Private
Value of all work to be performed (labor or materials) $ d
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 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: DATE:
SIGNATURE: DATE: Z lG
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 January 2016
9
Tctivn of Queensbury Thomas R. Van Ness
highway Department Highway Superintendent
742 Bay Road, Queensbury,NY 12804 Home: 518-745-0929
Phone: 518-761-8211
Fax: 518-745-4466 David Duell
Deputy Highway Superintendent
Home: 518-745-0938
/ DRIVEWAY PERMIT
Date: /lam lDf�,
i
Applicant Name: . tWe- ZFaii�.)
Telephone No.: �
Address to be Inspected
Return Address: f
Applicant must show exact location and width of driveway(s) to be connected to the highway by placing stakes
at the specified location
The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action
has been taken:
STEP 1: ( ) Preliminary approval
NEED O Slight Swale
( ) Deep Swale
( ) Level with the road
( ) Level with the top of the paved wing Sr P 12 2016
Size culvert pipe to be used(if necessary)
( ) 12" ( ) 15„ ( ) 18" ( ) 24„ ( ) 36„
Preliminary inspection completed by: Date:
Approval by Highway Supt.: or Deputy Supt.:
Upon completion please resubmit this approval permit for a final approval.
STEP 2: ( ) Final Approval ( ) Rejected
Date:
Thomas R.Van Ness,Highway Superintendent David Duell,Deputy Highway Superintendent
296.14-2-13 RC-000608-2016
Cerrone Builders
75 Devin Court, Lot 13
Town of Queensbury Building&Codes Princ SFD 1650 s.f., Garage 450 s.f.
REScheck Software Version 4.6.2
Compliance Certificate
Project Cerrone Builders SOF w
Y
Energy Code: 2010 New York Energy Conservation 0 oPN Ry9 O,p�
Location: Warren County, New York
Construction Type: Single-family +l` ��'•
Project Type: New Construction �` • I tw
Conditioned Floor Area: 1,650 ft2 -
Glazing Area 12%
Climate Zone: 6 (7635 HDD)
Permit Date: OFES00
SIONP N
Permit Number. to
1 tri
Construction Site: Owner/Agent: Designer/Contractor: 00 C
75 Devin Court Daniel Ryan O
Lot 13 VISION Engineering, LLC I
Queensbury, NY 12804 206 Glen Street U rM-I a
Suite 56
Glens Falls, NY 12801 p
M
Compliance: Passes using UA trade-off O
N mU Un
Compliance: 2.1%Better Than Code Maximum UA: 289 Your UA: 283ii�
The%Better or worse Than Code index reflects how close to compliance the house is based an code trade-off rules. C •- Lr)
It GOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Re ri p 0)
(� L 0
Envelope Assemblies N U � V)
Gross Area Cavity Cont.
Assembly or U-Factor UA
Ceiling 1: Raised or Energy Truss 1,650 38.0 0.0 0.025 41
Wall 1:Wood Frame, 16"o.c. 1,780 21.0 0.0 0.057 88
Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 176 0.340 60
Door 1: Solid 18 0.140 3
Door 2: Glass 20 0.320 6
Door 3: Solid 20 0.240 5
Basement Wall 1:Solid Concrete or Masonry 1,388 0.0 13.0 0,054 74
Wall height: 7.8'
Depth below grade: 6.0'
Insulation depth:7.8'
Window 2:Wood Frame:Double Pane 16 0.400 6
Compliance Statement: The proposed building design described her. onsistent with the building plans,specifications,and other
calculations submitted with t permit application.The proposed I di g has been designed to0�eet the 2010 New,lYor Energy
Conservati0 Co structio ode requirements in REScheck Vers' n to comply fe mandatory regyljrgm is listed in
the RESC(�e I pecti Checklist.
1 i
Name-Ti ture Date
Project Title: Cerrone Builders Report date: 09/08/16
Data filename: C:\Users\DWR Desktop\Desktop\1179 Lot 13.rck Page 1 of 7
Project Title: Cerrone Builders Report date: 09/08/16
Data filename: C:\Users\DWR Desktop\Desktop\1179 Lot 13.rck Page 2 of 7
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 Plans Verified Field Verified
# Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions
& Req.ID
103.2 Construction drawings and ❑Complies
[PRll1 documentation sufficiently ❑Does Not
4, demonstrates energy code ❑Not Observable
compliance for the building
.envelope. '.❑Not Applicable
103.2, Construction drawings and ❑Complies
403.7 documentation sufficiently - ❑Does Not
[PR311 demonstrates energy code ❑Not Observable
,�• compliance for lighting and
mechanical systems.Systems ❑Not Applicable j
serving multiple dwelling units
'..must demonstrate compliance
with the commercial code. _
403.6 Heating and cooling equipment is Heating: Heating: ❑Complies
sized per ACCA Manual S based Btu/hr_ Btu/hr ❑Does Not
on loads per ACCA Manual J or Cooling: Cooling: ❑Not Observable
other approved methods. Btu/hr— Btu/hr— ❑Not Applicable
i I
Additional Comments/Assumptions:
F1 High hnpact(Tier 1) �2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Cerrone Builders Report date: 09/08/16
Data filename: CAUsers\DWR Desktop\Desktop\1179 Lot 13.rck Page 3 of 7
Section
# Foundation inspection Complies? Comments/Assumptions
& Req.ID
303.2.1 Exposed foundation insulation ❑Complies
[FO11]2 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 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Cerrone Builders Report date: 09/08/16
Data filename: C:\Users\DWR Desktop\Desktop\1179 Lot 13.rck Page 4 of 7
section Plans Verified Field Verified
# Framing./Rough-in Inspection Value Value Complies? -iComments/Assumptions
& Re .iD __ _
402.4.4 Fenestration that is not site built .❑Complies
[FR20]1 :is listed and labeled as meeting ❑Does Not
�, AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable
or has infiltration rates per NFRC
-400 that do not exceed code ❑Nat Applicable j
limits.
402.4.5 :IC-rated recessed lighting fixtures ❑Complies
[FR16]2 J sealed at housing/interior finish ❑Does Not
;.and labeled to indicate&It;= 2.0 ❑Not Observable
-cfm leakage at 75 Pa. '.❑Not Applicable
403 2.2 ,All joints and seams of air ducts, ❑Complies
[FR13]1 lair handlers,filter boxes,and ❑Does Not -
0 -building cavities used as return ❑Not Observable .f
i ducts are sealed.
❑Not Applicable
403.2.3 Building cavities are not used as ❑Complies
[FR15]3 ducts or plenums. ❑Does Not
M: ❑Not Observable
_ ❑Not Applicable j
403.3 HVAC piping conveying fluids R-_ R- ❑Complies
[FR17]2 ' 'above 105 QF or chilled fluids ❑Does Not
,V, below 55 QF are insulated to R-3. ❑Not Observable
❑Not Applicable
403.4 Circulating service hot water R-_ R-_ ❑Complies
[FR18]2 pipes are insulated to R-2 El Does Not
+,✓ ❑Not Observable 1
!❑Not Applicable
403.5 "-;Automatic or gravity dampers are ❑Complies
[FR1912 installed on all outdoor air ❑Does Not
intakes and exhausts. ❑Not Observable
❑Not Applicable j
Additional Comments/Assumptions:
11 High Impact(Tier 1) ,: Medium Impact(Tier 2) 3 Low Impact(Tier3)
Project Title: Cerrone Builders Report date: 09/08/16
Data filename: C:\Users\DWR Desktop\Desktop\1179 Lot 13.rck Page 5 of 7
Section
# Insulation inspection Complies? Comments/Assumptions
& Req.113
303.1 All installed insulation labeled or ❑Complies
[IN1312 installed R-values provided. :❑Does Not
❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1 I High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Cerrone Builders Report date: 09/08/16
Data filename: C:\Users\DWR Desktop\Desktop\1179 Lot 13.rck Page 6 of 7
Section Plans Verified Field Verified
pection
# Final InsProvisions 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
[F���I17P of<7 ACH at 50 Pa.This
41 'requirement may instead be met ❑Not Observable
via visual inspection, in which ❑Not Applicable j
case verification may need to
occur during Insulation
'.Inspection. _
403.2.2 Duct tightness via post- _cfm cfm ❑Complies
(FI41' construction with maximum ❑Does Not
V, leakage of 8 cfm to outdoors,or ❑Not Observable
12 cfm across systems. For
rough-in tests,verification may ❑Not Applicable j
need to occur during Framing
Inspection,with maximum
leakage of 6 cfm across systems
and 4 cfm without air handier.
403.1.1 Programmable thermostats ❑Complies
[FI9]2 installed on forced air furnaces. ❑Does Not
+>, - ❑Not Observable
�.
❑Not Applicable
403.1.2 Heat pump thermostat installed ❑Complies
[FI10]' on heat pumps. ''"° _ ❑Does Not
1 ryC ❑Not Observable
Il— ❑Not Applicable
X403.4 Circulating service hot water ❑Complies
'[Flllp systems have automatic or ❑Does Not
accessible manual controls. ❑Not Observable
❑Not Applicable j
401.3 Compliance certificate posted. - 'i❑Complies
(FI71) 1, "`� ' m� "❑Does Not
❑Not Observable I
❑Not Applicable
303.3 Manufacturer manuals for ❑Complies
[Fliap mechanical and water heating ❑Does Not
equipment have been provided.
❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Cerrone Builders Report date: 09/08/16
Data filename: C:\Users\DWR Desktop\Desktop\1179 Lot 13.rck Page 7 of 7
�( 2010 New York
j Energy Conservation
Construction Code
Energy Efficiency
Certificate
Insulation Rating R-Value
Above-Grade Wall 21.00
Below-Grade Wall 13.00
Floor 0.00
Ceiling / Roof 38.00
Ductwork (unconditioned spaces):
Door Rating U-Factor SHGC
Window 0.34
Door 0.32
Heating&Cooling Equipment
Efficiency
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments
PFR,%91T PLOT PIAN
c
FROM, TH- ROPERTY LINES TO THE
LAP-
t
Z.
296.14-2-13 RC-000608-2016
-- Cerrone Builders —
_ 75 Devin Court, Lot 13
SFD 1650 s.f., Garage 450 s.f.
6 69-- � (�
RAJNY onsulting, LLC
69 Hayden Point Loop
Diamond Point, NY 12824
518 221-3240
03/09/2017
Cenone Construction LLC
51 Oak Valley Way
Queensbury,NY 12804
Inspection Address: 75 Devin Court, Queensbury NY 12804
Report Number: 0309171
Dear AI:
The Blower Door Test to verify infiltration rate of the house as per requirements of the
NYS 2010 Energy Conservation Construction Code of the above property was performed
on 03/09/2017.GRAJNY Consulting,LLC is pleased to submit the following report.
The following data was provided:
- Square Footage of the house, including conditioned basement=3,300 SF
- Volume of the house, including conditioned basement=28,050 CF
Based on above,the following test data was collected:
- Infiltration Rate, including conditioned basement at 50 Pascal= 1,322 CFM
- ACH50, Actual Changes per Hour at 50 Pascal= 1,322X60/28,050=2.8 <7
The Instruments used for test were provided by the Energy Conservatory Digital Gauge
DG-3 rated accuracy=+/- I%,calibrated minimum once per year.
Thank you for selecting our company.We appreciate the opportunity to be of service.
Please call this office if there are any questions.
ttiOF NEW
Sincerely, 5y�
�AM ��y 25 -
Stan Grainy, PE
NYS HERS Energy Rater BER-041 065406
o�SSlthy�'�
NYS PE 065406-1
JM Climate Pro® Fiber Glass Blowing Wool
Your home has been professionally insulated to provide superior thermal resistance.
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RECORD OF INSTALLATION
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CLIMATE PRO INSULATION, BAG WMHT—81.5 I.S. NOMINAL
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°' ' LOSS SO,E7; ,,lMAXlMUM!!ET !AlNIMUmili t1t
C+akER0.8E isr♦.tt:{EapY flbaJsy.tt.i
To obtain an insulation Installed insulation Expected thickness 'Alm mum number at cements of this bag I he sv@rght par sq,ft
resistance laf of should not be less after iong�tarm settling bags per 1,000 sg.tt. should not cover of installed insulation
than. has accured of net area: more than: Should net be less that.
11 4.3 4.3 4.8 709 0.150
13 5A 5.0 57 176 0119
t3 72 + 7.2 0.4 118 0.266
22 8.3 8.3 9.9 101 0.310
26 93 9.7 11.8 85 0371
30 ii1 if:1 133 73 0432
CEix 8 WE . 7.7 6 �59
44 15.7 15.7 20.8 0.656
49 17.3 173 235 43 0739
60 20.7 20.7 In 5 34 0 92
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Insulation Contractor Signature �"— Date
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Home Builder Signalara 11 Date
Company Address Phone
,johns Manville
Por iuv:u 'wf' .00 f 413!C!9 atG162 5!13. 1013 Johns Manvale.717;7m Street.Dames,CD 80207
o
Age
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57-0" ;r----- ----�,
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i 1112 8:12 i OVERF DROOF TRUSSES K
20'-8 3/4' S.812- S-2 7/8' 19'-3 7B• OR 2XB RA ERB @ 24'D.C. Cl
-- -- (TYPICALA SHADING®) 3
F
,
_____ _ _ ____________ _________ __ _ii TRUSSES WITH THREE
!' ICEANDWATERSHIELD � ,_ 1 1 E
EXTEND MIN.Z-O BEYOND BEARING POINTS AT PORCH
INSIDE WALL LINE(TYP[CAL) ``I 1 1
13
SEE NOTES FOR MORE 12' -
INFORMATION
q !
SCREENED 'I q 8:12 1 1 8:12 I 1 (fYP.U.N.O.) w z
4�
PORCH 1 V
18'-6• 10'-01 23•-6• I I I I W c
1 1 1 1 N C
(GONG FLR) 1 1 1 1 0
O O
CONTINUOUSRIDGE 1 1 1 I OPNG.IN SHEATHING BELOW w
IS-LITE VENT(TYP.) 1 1 1 1 FORVENTILATIDN(MIN 12X30, .^
TYPICAL AT OVER-FRAMED ROOF i
13'-8' 11'-312' GIRDERTRUSSI118:12 AREAS) L w m
B 1 I II I I PREFABRICATED ROOF U a
A 2 0 A 1 1 I 1 l i TRUSSES @ 24-OC(TYP) W
KITCHEN 6.F.� I I -- �I it
TRUSSES AT PORCH TO BE 6
__
DE1721
SIGNED AS CANTILEVER W o
IS SCHEMATOICN 1� --__ ______ BEYOND EXT WALL B FOR
ONLY- 3-SPAN CONDITION
BEDROOM 1 2-I. BEDROOM 2 - -- `___ ,_
`� COORDINATE W
y _ FINAL LAYOUT -_--.f- ----��
WITH OWNER 4 _ _ __ ___J' o_
PRIOR TO SMOKE ,� �--- ------- ------- Z
A CONST. ALARM
c�i ® 13'-8'
In
O O m Z r N Q
MIN.22X30 SMOKE Is __-__ _____ ,w N_CO r d
A ATTIC ACCESS ALARM V, m
® GREAT ROOM SF y c
IB .•I SMOKE N m m o i<
ALARM BATH 8`12 812
`4 2S PKTDOOR 2A PKTD R ® T-T > N(9 a If
TEMP.
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JO F;.:.; r_ _n DET. .V n ,:.N O - AU FE
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11 S-Sti2' ALARM xEAElxe gscl°+E°vAtsO"�E�E ME WOES
L_ J ® • AND REGUUITION5 ANDIHEIHFOIU.V.nON
ATH _-
C.O. r; 0 --------- ----------- L01MAEEF".NEDrs"'"iEBArvlr�u"NS Ee.��oRMA1wN
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3- SMOKE r ' GABLE END TRUSS,TYPICAL oFHplixE�r°ESe IHxE1°iKiICIA"ENSEEO MmA BE Ro11°"
ALARM 0 MEculnna+-rArvE VREF,r"E°ENCEcvER wws.
3•-s' ENTRY ® O THE TRU SS LAYOUT BHOWN IS FOR REFERENCE ONLY. NEWYORx
N S-T THE TR USS MANUFACTURER AND DESIGNER SHALL DETERMINE °cmAueEroRE ro°olc
4 3B 3D T-712- DEN 4 rt[ ��(
ROOF PLAN FINAL LAYOUT OF TRUSS FRAMING.CONTRACTOR SHALL REFER wu TIE REouasonuE
`J ate% TO TRUSS DRAWINGS SUPPLIED BY MANUFACTURER FOR FINAL -M.-ummREsroxsE
B.F. B.F. n m SEE SECTIONS FOR -�SPE�TME"I^ I+s
2.1• 3'-1 3B 1 i 'E� ADDITIONAL INFO LAYOUT.DESIGN.AND INSTALLATION INSTRUCTIONS. -°,cw.,,,,�,pE
9'-912- LL v Tt M Bmcw 1 EYERY°NESRE5vW56Mn
V ROOF NOTES: REASE cuLl�oo-sQas¢BEF°�REYw DIc
INFI TION.fey,rya,kmmF NN1rtpNPL
O Z W 1.ROOF UNDERLAYMENT:UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION,PARALLEL TO AND STARTING FROM THE EAVE wFORrnAnox.
AND LAPPED MINIMUM 2INCHES.FASTENED SUFFICIENTLY TO HOLD IN PLACE END LAPS SHALL BE OFFSET BY AT LEAST 6 FEET.
MIS ANIX I of SECTION TN9 SUB1-I
A 2 ICE PROTECTION:AN ICE BARRIER CONSISTING OF SELF-ADHERING POLYMER MODIFIED BITUMEN BHEET,SHALL BE USED IN
2B O I Q r OFTNE NEW YORKGTATE EDUGTI(NV UW
°7 B'-1• 11'-812• 3'4' 9'-03/4' 541/4' 4 PLACE OF UNDERLAYMENT AND EMEND FROM THE EAVES EDGE TOA POINT AT LEAST 241NCHES INSIDE THE EXTERIOR WALL FDRARYRERsoN.uNlEssncnxc uNOEB naE
LINE OF THE BUILDING. aRErnoN OFAucENss°FROFEssK.ui
f COVERED B E AND CAP FLASHING SHALL BE INSTALLED I ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. wA`Y'.IFEEA,,REMeEAt-EOOL1MSE.oFw-
PORCH ........... BASE AND CAP FLASHING SHALL BE OF CORROSION RESISTANT METAL MINIMUM 0.0194NCH THICKNESS. ENGINURISALrERE°,rNEurEwxc ENGINEER
Q D 4.VALLEYS:CLOSED VALLEYS(C
WITH SHINGLES)SHALL BE LINED WITH ONE LAYER OF BELF-ADHERING POLYMER NIwiAEFl%ro1HE REMHi55Fa.Ax°rRE
T-212' (C NC FLR) orarKw-xreRFn ur FouovhD aYREs
2S MODIFIED BITUMEN SHEET,THE VALLEY LINING SHALLBEAT LEAST 361NCHES WIDE OPEN VALLEYS ALLEY LINING EXPOSED SIGNA IETNEDATEOFSUCHALTERAnON.
_ BASEMENT STAIR �m B _ _ _ _ _ �- SHALL BE LINED WITH CORROSION RESISTANT METAL AND SHALL BEAT LEAST 24 INCHES WIDE COPPER LININGS SHALL BE ) s aFIC DEscRlrraN OF1NE Ainw,nox.
BUILT4I,STUD " 13R AT715/16't MINIMUM I LB WT.,AND ALUMINUM SHALL BE MINIMUM 0.024-INCH THICKNESS.
COLUMNSATPOINT 12TAT9Y q 3-2X10 5.ALL VERTICAL SIDEWALLS SHALL BE FLASHED WITH METAL AND SHALL BE BY THE STEP-FLASHING METHOD.
LOADS(TYPICAL) S-6• 2e 8' DROPPED 6.FOR SLOPES LESS THANSVERT.IN I2HORIZ INSTALLUNDERLAYMENT IN THE FOLLOWING MANNER APPLYA141NCH STRIP OF
BATH PORCH BEAM UNDERLAYMENT PARALLEL WITH AND STARTING AT THE EAVES,THEN STARTING AT THE EAVE APPLY 36-INCH WIDE SHEETS.
AT PERIMETER 10•S• LAPPING SUCCESSIVE SHEETS MINIMUM 19 INCHES.
FIRE DR I TREY CEILING SHALL ALLOW FOR A T-G'RECESS CEILING HEIGHT AT THE CENTER AREA WITH A 24-INCH FLAT CEILING AT THE
EXTERIOR PORCHPERIMETER OF THE RECESS,WHEN SHOWN OR SPECIFIED ON PLANS.
10'-812' 4 COLUMNS COORD. 8.CATHEDRAL CEILING,WHEN SPECIFIED ON PLANS.SHALL HAVE INTERIOR CEILINGS PE OF4H:IV UNLESS NOTED OTHERWISE
2B 12•TYPE-X-GYPSUM ON S'-73/4' SME AND FINISH 9.CONTRACTORAND/OR TRUSS MANUFACTURER TO COORDINATE AND ADJUST HEEL HEIGHT OR OVERHANG LENGTH OF
9-LITE INTERIOR WALL COMMON WITH BUILDER TRUSSES AND RAFTERS FOR ROOF AREAS WITH VARYING ROOF PITCHES AND AT INFILL AREAS(SUCH AS PORCHES)TO ALIGN
WITH GARAGE(TYPICAL) 3•S• T-6' NOTE: (LO ADBRG.-MIN. THE FASCIA AT EXTERIOR PERIMETER OF BUILDING. ENGINEERS STAMP:
IF SITE REQUIRES MORE THAN WOO#LOAD EA.) r '�
28SELF-CLOSING 3/4 HR FIRE ONE TREAD TO GRADE,INSTALL T�jO�.NN OF C`(l!L-C �LIiZY =COPY
RATED DOOR ASSEMBLY LANDING,TREATED STAIR, LJ�...I ILD I^C`JCIii-.RT fVEi,1T ���� I�'� \,GUARDS,AND HANDRAIL PER U L:" (, ;
CODE-SEE NOTES(TYPICAL) •,�,� r(11 tll(`I
Based on our limited ?! an, n ..t,Jrce
r 'I W,)-
0
!;l 1 ^Lid 1LIel1 CS
Q u 12'-0• 1B-0 q vjth our co uientJ ( !
I a COtli; ; 1i19 ianS an �p'=c!t;catlons Sre In
CODE REQUIRED314HP m 30'-0' Mi 7' i, }- ,�
i FIRE
RAT
; q II11 ^TI:1!'j•�. r�-, 1`II(n the 1�u1(dlnq CUdcS OT
INSTALL 5/8•TYPE'X•GYPSUM
4 WALL BOARD ON COMMON WALL ? Q Nevj Yogi(State. WINDOW SCHEDULE Daniel W.Ryan P.E.
W/HOUSE AND GARAGE CEILING 2016.0923 0958:23-04'00'
P A DESIGNATION MOD L# ROUGH OPENING(WxH) GLASSNISIBLE LIGHT CLEAR OPNGNENT AREA REMARKS
2-CAR GARAGE FIRST FLOOR PLAN REVISIONS
O114'=1'-0' TOTAL LIVING SPACE=165035.F. NOTE:USE PRE-CUT Oq O 3050 3'-0•X 5'-0- 11.4 FT2 52 FT2 SINGLE HUNG
PLAN NOTES: STUDS FOR FIRST FLOOR 5
cCEILING HT 9•-11/8- OO 3050.2 6'-0'X V-T 22.8 FT2 10.4 FT2 TWIN SINGLE HUNG
1. ALL EXTERIOR WALLS ARE 2X6.UNLESS NOTED OTHERWISE q
2. ALL INTERIOR WALLS ARE 2X4.UNLESS NOTED OTHERWISE. y
3. ALL INTERIOR DOORS SHALL BE PRE-HUNG 6-PANEL DOORS.UNLESS OTHERWISE NOTED.VERIFY WITH O 3036 T-W X W-61 7.5 FT2 3.3 FT2 SINGLE HUNG 3 0
BUILDER OR OWNER PRIOR TO CONSTRUCTION.
4. WALL DIMENSIONS INDICATED ARE TO FACE OF STUD,UNLESS NOTED OTHERWISE. 2
S.
TYPICAL BEARING WALL HEADERS SHALL BE BUILT-UP(2)2X10,UNLESS NOTED OTHERWISE.ALL HEADERS O 2030 2'-0'X3'-0' 3.8 FT2 1.6 FT2 SINGLE HUNG 2
16°X 70O.H.DOOR GREATER THAN 5'-0'SHALL BE BUILT-UP(3)2X10 FOR 2X6 WALLS AND(2)2X12 FOR 2X4 WALLS,UNLESS NOTED 1
L_L
--T2)1.
_ OTHERWISE OE 2650.2 5'-0-X 5'-0' 18.2 FT2 8.4 FT2 TWIN SINGLE HUNG PROJECT NO.: 1179 3
(2)1.75 x 1 718'LVL 6. INSTALL HEADERS AT NON-LOAD BEARING WALL LOCATIONS WITH MINIMUM 1 121NCHES BEARING. -
10'-0• HEAD R 70,-0, 7. INSTALL HEADERS AT LOAD BEARING WALLS WITH MINIMUM 3•BEARING EACH SIDE WHEN THE SPAN IS 5FT OR O 2040 2'-0'X4'-0' S.7 FT2 2.5 FT2 SINGLE HUNG SCALE: AS NOTED
GREATER USE MINIMUM 1 12•BEARING EACH SIDE WHEN THE SPAN IS UNDER SFT.WHERE POINT LOADS EXIBT
20'-0' T-0' OVER HEADERS INSTALL DOUBLE JACK STUDS FOR A MINIMUM OF 3'BEARING EACH SIDE,U.N.O. O 2 p DATE: 8/25/16
B. INSTALL WATER CLOSETS,LAVATORIES,AND SHOWERS WITH CLEARANCES AS INDICATED IN TABLE ON G 2636 2'-6'X3'-6' 6.0 FT 2.6 FT SINGLE HUNG
DRAWING 46.
DRAWN BY: VISION
27'-0• 9. EACH BATHROOM EXHAUST FAN MUST BE VENTED DIRECTLY TO THE EXTERIOROH 4016TR SERIES 280 4'O'X 1'-6' 4.1 FT2 NA FT2 TRANSOM
10. WHERE FLOOR JOISTS ARE PARALLEL WITH EXTERIOR BEARING WALLS,INSTALL SOLID FULL HEIGHT 2X WOOD PROJECT:
BLOCKING AT 36'O.C.INTERVALS ALO NG PARALLEL WALL LENGTH IN FIRST BAY ADJACENT TO RIM JOIST.SEE Oj 2436 2'4•X3•-6' 5.8 FT2 2.3 FT2 SINGLE HUNG - �W
SECTIONS AND DETAILS FOR MORE INFORMATION. CERRONE BUILDERS INCa
17. INSTALL DOUBLE FLOOR JOISTS AT I6'OC WHERE TUBS AND PARALLEL PARTITION WALLS OCCUR ABOVE.
JZ
GARAGE EXTERIOR WALLS ARE 2X4,UNLESS NOTED OTHERWISE. 75 DEVIN COURT
13. FLUSH FRAMED 2X10 FLOOR JOISTS OR BEAMS SHALL HAVE SIMPSON U21016GA FACE MOUNT HANGERS TO NOTES: �-
SUPPORTING MEMBER(USE MULTIPLE PLY HANGERS AS REQUIRED,U210-2,U2103,ETC). 1.ALL WINDOWS SHALL BE MANUFACTURED BY MODERN VIEW-VINYL SINGLE HUNG WITH LOW E VERIFY FINISHES AND OPTIONAL FEATURES WITH OWNER
14. INSTALL A CONTINUOUS ROW OF 2X SOLID BLOCKING AT MID-HEIGHT OF INTERIOR BEARING WALLS. PRIOR TO CONSTRUCTION.PROVIDE SCREENS AT ALL OPERATING UNITS. DRAWING TITLE pq
1
5. AT EXTERIOR EXITS IF SITE GRADING REQUIRES MORE THAN ONE TREAD TO GRADE,INSTALL LANDING(UNLESS 2. EFER TO DRAWING#6 FOR NATURAL LIGHT AND VENTILATION CALCULATIONS.
AT PORCH),TREATED STAIR GUARDS,AND HANDRAIL PER CODE.SEE NOTES FOR MORE INFORMATION. 3.�INDICATES UNIT COMPLIES WITH 5.080.FT.EGRESS REQUIREMENTS FOR GRADE FLOOR OPENINGS. ROOF AND 1ST FLOOR o9
15. CONTRACTOR TO INSTALL ATTIC ACCESS IN ACCORDANCE WITH CODE REQUIREMENTS.COORDINATION G,(E>INDICATES UNIT COMPLIES WITH 5.7so.Fr.EGRESS REQUIREMENTS FOR ALL OPENINGS. PLANS o£
LOCATION IN FIELD.MINIMUM ATTIC OPENING SHALL BE 22'X30'. vt
16. 'SYP•BEAMS ARE SOUTHERN YELLOW PINE-SEE MATERIALS NOTES FOR MORE INFO. 5.ALL MULTIPLE-UNIT WINDOWS SHALL BE FACTORY MULLED,UNLESS NOTED OTHERWISE.VERIFY WITH MANUFACTURER PRIOR TO CONSTRUCTION.
6.CONTRACTOR SHALL VERIFY ALL WINDOW SPECIFICATIONS.ROUGH OPENINGS.AND AVAILABILITY WITH MANUFACTURER PRIOR TO CONSTRUCTION. DRAWING NO, 8n
7.ALL EXTERIOR FRENCH DOORS OR SLIDERS SHALL BE MANUR BY MODERN VIEW.MATCH FINISH WITH WINDOWS AND VERIFY OPTIONAL FEATURES WITH ^/ �e
BUILD LWIND W ROUGHCONSTRUCTION.
DWG-2
�
8.ALL WINDOWS ROUGH OPENINGS SHALL BE PLACED AT 5.10'ABOVE BUBFLOOR.
OF Do
-0' TYPICAL ROOF CONSTRUCTION
•ASPHALT ROOF SHINGLES
•75#BUILDING PAPER
23'-6' 12 -1/2 INCH APA ROOF SHEATHING Y
•ENERGY TRUSSES AT 24'OC WITRUSS CLIPS
SEE PLAN AND RAISED HEEL p
_________________________ -SNOW AND ICE SHIELD AT PERIMETER
EMEND 24 INCHES INSIDE EXTERIOR f
I I WALL LINE Q
' --------------------T i SIMPSON H2.5(TYP) F
. E
v
ALUMINUM DRIP EDGE(INSTALL
UNDER ICE&WATER MEMBRANE). U
—
AND TRIM
9 4 ZX6SUB-FASCIA V U T
FIBERGLASS BATT J 1.
W m
: INSUL(MIN.R-38) VENTED SOFFIT
—Q CL N O
I I
DOUBLET OPPLATE TYPICAL WALL CONSTRUCTION
I ' w
r _________________________________________ ____� •._ __________________.. �_____________ _
_____________________________________________ 2
(TYPICAL) -EXTERIOR VINYL SIDING AND TRIM I
I -TYVEKHOUSEWRAP
______________
_____________________ ______ _______________ ______________________ ___________________________ ________________I
�---- - -121NCH APA WALL SHEATHING •�
FIBERGLASS ROLL INSUL -2X6 STUDS AT 16 INCHES O.C. L w n
-'INCHES FIBERGLASS BATT INSULATION
4'z THICK CONCRETE SLAB ON (R-13)WTTH FSK FACING OVER IN.R-21). /IW
CONTINUOUS 2X4 FURRING TOP 1ST FLOOR -4 MIL POLYEHTYLENE VAPOR BARRIER t
GRADE OVER COMPACTED W 3
SUBBASE.T/SLAB ELEV.(•8.4') AND BOTTOM P.AT d' .-.
(TY -121NCH GYPSUM WALL BOARD
Ill
4-16-X10'CONTINUOUS CONC. PERIMETER) • x v.
FOOTING WITH(2)#4 REINF. BASEMENT SASH(TYP.)- 2X6 P.T.SILL PLATE w
CONTINUOUS(TYPICAL)- 'o COORDINATE QUANTITY BOTTOM PLATE(TYPICAL) m
T/FOOTING ELEV.(M'-0') Q T - AND LOCS.W/SUILDER
p PRIOR TO CONST. 2X70 RIM JOIST(TYPICAL) W
•
ADJUSTABLE STEEL A
COLUMN-SEETYP. O 4 2Xt0 FLOOR JOISTS
61NCHES FIBERGLASS BATT INSULATION
DETAILS FOR MORE rn 2'-0'%2'-0'X7'-0-THICK (MIN.R-21)(TYPICAL AT RIM JOIST)
INTERIOR FOOTING W/(3) m
INFO.(TYPICAL UNO) m ' DROP GRADE MINIMUM 6'IN N.�• N N
I �
I
i I 94 REINF.EACH WAY- i i -1 FIRST 10'-T(TYPICAL AT PERIMETER) O y} A N Q
i T/FTG.ELEV.(0'-0-) ; y Z ^
(TYPICAL UNO) r____T i vi[0 r
II r__ _� r____i __ _T r____� — Q
I (4)2X10 SYP. I I I I I I I I I '7 8'WALL
<.—..—..—..—..—. .. —..—. .—..—..—• ••—••—•• FULL HT.CONTINUOUS '^
' (DROPPED) �.. �._._.._._..F' I �._. ._ ..�..._ _..�.. ..�...._.._.._..�..� �//
PERIMETER INSULATION FOUNDATION DAMPPROOFING (7 a
E! 8'-55/16- - - 8-55/16' -- 855116' 8'-53/a' - 8'•S i
c B'FOUNDATION WALL:
(TYPICAL) 41NCH CONCRETE SLAB BASEMENT
BEAM POCKET-SEE TYPICAL ON GRADE _ AUFEOE—SraiE MDLOCn=E—
DETAILSDRAWINGFORMORE o FOUNDATION WALL(SEE REGUUTIONSSHALLSECONSN OTOEEPAAT
(,T UN-FINISHED BASEMENT TYP.FDN.WALLDETAIL) OFTHEBU—NGOETARS VSPECIF1UnG15
INFORMATION #2 CRUSHED STONE NEREIx.IF DlscaEPAxc�s DE1 WEExTHE coDEs
Q 14-THICKCONCRETESLABON OR SAND/GRAVELSUBBASE - —0—ESE FIANS EAST.THE LIaRE
O A AND 6 MIL VAPOR BARRIER AHD REcuuTbN9AND THEIMST.tK#I
`o GRADEOVER SUB BASES sHavx,DEswsEo.oRIMPUFO LS Avwunox
6 MIL POLY VAPOR BARRIER srNHGENI SHALL MFLY UxtEss THE waoaMwnox
w T/SLAB ELEV.(«0'4') R°FEcow�sHwuilCHTUIER�REM cEovERFwu.
N _
SMOKE C.O. UNDISTURBED SUBGRADE - as marc
ALARM DET. FLOG FOR FLUSH
4't THICK CONCRETE SLAB ON 'G
4 FLOOR FOR FLUSH GRADE OVER COMPACTED 4 •WMTNE REOUIREDnME
® m REINFORCE FDN WALL SEGMENTW/#4 -C�ONFlR4 UPlRY RESFOFISE
� I
2X4 AT 16'OC BEARING SUBBASE.T/SLAB ELEV.(.8'4� '* � - sPEaTHE MARxeas
VERTICAL@ 24.O.C.AT GARAGE S -Dw WTm CP3tE
' WALL EACH SIDE
EW6
1'-0'TYP PORCH FDN COMMON WfiH BASEMENT DRAIMNG SAJID BACKFILL_____________________________ (3)2X70SYP. 1��_ __ bI_.._.. I_____ ________ _ __� t I (DROPPED) 6'-772' I r___ _________________________ _____________ !991.0 6.712 s 712 I F _ TYPICAL 1-STORY BUILDING SECTION ( ITIGn FORANTENEWYOFJ( TEDVUTON LAWNOT TO SG EACTINOUNDE0.THE
- mO �� �______ _________ ________ ___ ; >__ ______________ _ A m i r__ _____________________ __________________________ NOTAnDN'ALTERED Br FouovhD er lusJ__ 16'X 10'CONTIN000S CONC.e' ' N -T J Q SIGNATURETHE DATE OF SUCH PITER^iqN.
I w I I: 3 '� •-� ANpASFEGFIC DESCRIPTION OFTNE ALIETUTION.
FOOTING WITH(2)#4 REINF. I '
I I : CONTINUOUS(TYPICAL)-
I " v BUILDING COMPONENTS
' ? _ SEE GARAGE SECTION
T/FOOTING ELEV.(-0--T) ____________________ _
• I I �
I I I I I : o � � 41NCH CONCRETE t
I
I
I i i L_____________________________________ ___J : ; <�I•I' SLAB ON GRADE OVER w (SEE PLN P.T.DRS.PLATE
> nI
' (SEE PLAN FOR WALL SIZE)
COMPACTED FILL �
L ___________TG:r ------------------
----------------------Z: AND SUBBASE j
INDICATES APPROX.STEPPED FTG '
O LOCATION.SEE DETAILDRAWING 45 —i I 4� ENGINEERS STAMP:
FOR ADDITIONAL INFORMATION(TYP) GRADE
4 I
714 HORIZONTAL /
4•THICK CONCRETE SLAB ON
O GRADE OVER COMPACTED GRADE 1
m SUBBASE T/SLAB ELEV.(+7'-8't)
TWO-CAR GARAGE
C UNEXCAVATED '7
e'FDN. #4 HORIZONTAL
WALL J
BITUMINOUS FOUNDATION NOTE NO VERTICAL FOUNDATION
DAMPPROOFING I 2DI649 RPA 9-3
5' WALL REINFORCING REQUIRED AT 2016.092309:4938-03'00'
17 FR OST WALLS BACKFILLED ON REVISIONS
NOTCH TOP OF FOUNDATION VERTICAL REINF WHEN
SPECIFIED ON FDN PLAN BOTH SIDES EVENLY. 1
WALL(-0'4')BELOWTOP BASEMENT I 4 5
OF SLAB ELEVATION INDICATED
AND OVERPOUR CONCRETE -M.
SLAB.SEE TYP.DETAILS(TYP. I O.C.VERTICAL DOWELS @ K 4
AT SHADING)® O. WlSTD.90'END HOOK I 3 9
I INTO FOOTING 1
' I I 2 �
I I I
I I
1 PORCH RELOCATION 923/16
() CONTINUOUS
. ____ __________________ ___________________ r .. SEE TYPICAL SECTION FOR 2 PROJECT NO.: 7779 -
1'-9 314' 16'4 12 itg 3/4- #4 HORIZONTAL INFORMATION NOT SHOWN
S NOTED
20'-0- r-0• n••a• s••a• 1o•-e• SCALE: A
TYPICAL GARAGE FROST WALL SECTIONw
NOTTO SCALE DATE: 8/25I16 0
DRAWN BY: VISION
T/FOUNDATION WALL
FOUNDATION PLAN ELEVATI0N PROJECT:
s "
1/q�1•-0-
(TYPICAL,UNLESS NOTED FREE FREE DRAINING SAND BACKFILL
(GP,GIN.SIN.SPSOILS) CERRONE BUILDERS INC III
NOTES: 75 DEVIN COURT
1.ALL FRAMING DENOTED AS(SYP)SHALL BE SOUTHERN YELLOW PINE AS SPECIFIED IN THE G
$E
MATERIALS NOTES ON DRAWING S-6.
2 FOR HEADERS AND BEAMS AT FLR JOISTS INSTALLED FLUSH,USE SIMPSON U21016 GA DRAWING TITLE
FACE MOUNT JOIST HANGERS(TYP.) 714X2•-0'LONG DOWELS AT EACH (2)#4 CONTINUOUS ¢J
3.DO NOT BACKFILL FOUNDATION WALLS MORE THAN 4'ABOVE TOP OF FOOTING UNTIL FOUNDATION
WALLS ARE BRACED BY FLOOR FRAMING WITH SHEATHING INSTALLED. CORNER AND 4'-0'O.C.IN BETWEEN
4.THE DROPPED BASEMENT BEAM SHALL BE SPLICED ONLY OVER SUPPORT COLUMNS. PLAN&DETAILS
S.REFER TO TYPICAL FOUNDATION SECTIONS AND DETAILS FOR REINFORCING AND OTHER s
REQUIREMENTS NOT SPECIFIED ON PLAN.
6.COORDINATE QUANTITY AND LOCATIONS OF BASEMENT SASHES DESIRED BY TYPICAL FOUNDATION WALL DETAIL DRAWING NO.
OWNEWBUILDER PRIOR TO START OF CONSTRUCTION. NOT TO SCALE z
7.NAIL EACH LAMINATION OF DROPPED MULTI-PLY FLOOR BEAMS WITH(3)16d AT 16.OC FOR
DW^-f7
ENTIRE LENGTH. V 3 �O
n6
OF-L "�
I
Map Reference:
The Village at Sweet Road
Map of a Subdivision -Plan
made for
Cerrone' Builders H.O.A.
Dated: February 5, 2014 ; :
Last Revised: July 30, 2094'
By: Van Dusen & Steves
,r
619
Lot 27
C
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n
a
C
3
w:° e
/ 00,
CP
O
Area
Gas Meter
Ele,_tncMeter, 95938.5± SC/. Feet
o® 0.35± Acres
- ;'�: rr ,,/., ,.:•,moi;:/ r) ' s ♦
C1/
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.:
C-1
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. .. -. .•�'Lrir1, ,HH 5iify rr�'�ry,i, 6,"H - - - - F �U�U - - -_ � __ - -'_._. - _ __ ,—. __ _._
SEWER EASEMENT AREA
9
MAR P
-V
13 2017
ro
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