2004-105 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: P20040105 Date Issued: Thursday, May 05, 2005
This is to certify that work requested to be done as shown by Permit Number P20040105
has been completed.
Tax Map Number: 523400-301-006-0002-079-000-0000
Location: 2 WESTLAND Ave
Owner: RITA FLYNN
Applicant: RITA FLYNN
This structure may be occupied as a:
By Order of Town Board
Residential Addition TOWN OF QUEENSBURY
l
Director of Building&Code Enforcement
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20040105 Application Number: A20040105
Tax Map No: 523400-301-006-0002-079-000-0000
Permission is hereby granted to: RTTA FLYNN
For property located at: 2 WESTLAND Ave
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. Tyne of Construction Value
Owner Address: RITA FLYNN
Residential Addition $11,000.00
PO BOX 4108 Total Value $11,000.00
QUEENSBURY, NY 12804
Contractor or Builder's Name /Address Electrical Inspection Agency
FRANCTS DOUGHERTY
7 GRANT Ave
OTTEENSBITRY_ NY 12804-0000
Plans&Specifications
2004-105
125 sq ft RESIDENTIAL ADDITION
$75.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,April 06, 2005
(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 rit 06, 2004
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
Job Site Address: 2 �.r sT/mid /�-v Date: C, �c
Owner: 'z/vo Application No. File No.
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Owner: !? Application No. _ File No.
Building Permit — Calculation Sheet
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Building Permit Application
Town of Queensbury-Dept of Community Development,742 Bay Road,Quoensbury,NY
(518)761-8256
A permit must be obtained before beginning construction. Permit File No. z Q
No inspection will be made until applicant has received a Fee Paid $ O�
valid building permit. All applicants' spaces on this Rec.Fee Paid $
application must be completed and must appear on the Reviewed By:
application form.
f`i2�iu c s jJ oG f'!1-<47 ; Owner: /T1
Address: 2
�)I hone#( -) -���i 7 Phone.#O - �S
G I
roperty Location: Lot Number: / House Number /
Subdivision Name: Tax Map Number: 3 dl x
❑ N w Building: residence commercial
'Estimated Market Value of Construction: $
dition: residence/ commercial If an Ad ' 'on;what will use of new addition be?
Cl Alteration: residence! commercial e e9S r,7
❑ No change to exterior size: residence/com'1
o Other work(describe
Check OccupancyInformation 1' Floor 2111,Floor Other floor Total
Below sq.ft. sq.ft. sq.ft. Square Feet
o Single farrlily dwelling
o Two family dwelling
❑ Townhouse
0 Multifamily dwelling
#of units
o Office
0 Mercantile
o Manufactutin
G 1 car detached garage
0 2 car detached garage
❑ 3 car detached garage
0 1 oar attached garage
0 2 car attached garage
0 3 car attached garage
0 Storage building-
commercial
0 Storage building-
residential
❑ Other
What is the proposed height of the structure feet inched--- --- --— --
`_ �Wi1Laa second-trend o:urigi°adc�l lumber:be used? If so,for what?_
Type of Heating System: electric/ oil / gas/wood /forced hot air/ aseboard other:
Number of Firea-aces to be installed ' Number of Woodstoyes to be installed d
List below the person(s)responsible for supervision of work as regards to building codes:
Name Address Phone Number
Builder dv 6 �� 7
Plumber I
Mason f i r r
Electrician , , r '
Declaration please sign below after you have carefully read the statement:
To the best of my knowledge the statements contained in this application,together with the plans and specifications
submitted,are a true and complete statement of all proposed work to be done on the described premises and that all
provisions of the Building Code,the Zoning Ordivancc and all other laws pertaining to the proposed work shall be complied
with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that Uwe shall
submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning
Administrator or Director of Buil ' a C des,an As But'it Survey by a licensed surveyor;drawn to scalp,showing actual
location of all new nstruction.
Signature: owner,owner's agent,architee contractor
'1
BP
Proj ect Name: 1'4 4J
Address: 2-
Building Permit Submission SFD
Checklist 2-Family
All items below must be checked either yes,no or not applicable prior to submission of any building
permit to the Town of QueensburyBuilding Department. If any of the below items are lacking,the permit
will not be accepted until such time as the application is deemed complete for submission.
1. Building Permit Application Completed ... .................................. H191)no ❑n/a
2. Energy Form or CheckMate Energy Gode Compliance Forms Complete.. 2-5;r❑no ❑n/a
(2 copies)
3. Energy Code Inspector's Report from ClieMdate Program.. ... ...... ... .. [-s ❑no ❑n/a
(2 copies)
4. Septic application completely filled out(if applicable)............... . .❑yes ❑no ❑n/a
5. Solid Fuel Burning or Gas Appliance Form... ......... ...... ... ... ...... . A/.,$YeF—E1no On/a
ki 1�n
6. Electrical Inspection Fo:n:n�...�P®�lG Ayes ❑no ❑n/a
. ...... ....... . . .
o �`/o"l.. ... ...
7. Two 2 complete sets of structural drawings ...... ... ... .❑yes ❑no ❑n/a
o)'floor plan;b)foundation plan;+do'ss sections:d)elevations;
&�z indow and door schedule
8. Two(2)site plans showing location of the structure to be built,... ... ... ... ❑no Qn/a
location of well or waterlines,location of septic system or sewer line.
9. Setbacks from property lines to new structure............ ... ............... .. [B� Ono []n/a
10. Setbacks to neighboring wells and septic systems,including onsite well... . �❑no Qn/a
and septic systems (if applicable)
11. Drivewv ypemnit... ............ ... ... ... ... ... ................... ❑yes ❑ o ❑ a
Date:
Staff Initial:
L:\SueHeming-,vay\Bdding.PernutFORMS\Generic Checkhst doc January 28,2003
ENERGY CODE COMPLIANCE APPLICATION
TOWN OF QUEENSBURY, WARREN COUNTY
9000 HEATING DEGREE DAYS
Compliance Methods:Part 5 -Acceptable Practice Method—1&2 Family Dwellings(only)
Part 6*-Thermal Rating . Component trade Offs 1&2.FamilyDwelling;
Multi-Family Dwellings(3 Stories or less)
Part 4*-Design by Component Performance,Commercial Buildings-Hi
Rise Residential
*Requires submission of worksheets
APPLICANT'S NAME: PROPERTY LOCATION:
PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE:
1. Gross Floor Area- square feet
Type of heat- Ieg -'. Oil Gas' .Other N
3. Is building mechanically cooled? yes .: ' �S v c £
4. Percentage of area of windows an oors Over 17% Under 17%
5. R-VALUES FOR INSULATION GIVEN B POND TO R VALUES AS ,
SHOWN ON PLANS SUBMITTED:
a: Roof R
b. Exterior walls Rom_
C. Glazed areas Rom(_
d. Exterior doors Rol �-
e. Floors over unheated spaces R 1�
f. Edge of slab on grade(heated building) R --
g. Basement/cellar yWls(above grade) R
h. Basement/cellar walls(below grade) -r- R�
i. Heating/cooling-ducts-piping in unheated space R -
6. Service(domestic)hot water heating device
Conforms to minimum efficiency per code o
TEMPERATURE CONTROL MAXIMUM SETTING 140—WILL NOT BE EXEEDED
ApOpnt,s Sig nat Date Phone Number
INSPECTOR'S REMARKS:
Queensbury Building & Code Enforcement - Res' e t' final Inspection
Office No.(518)761-8256 Arrive: am/p epart: IO
Date Inspection request received:
P Q \ _ _._ Inspector's Initial
• _
NAME: rC%� .L' _ RMIT#.
LOCATION: ATE:
TYPE OF STRUCTURE:
-- Comments
Y let N/A
Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake \
3 inch Plumb Vent through roof minimum 6"
Roof Complete/Exterior Finish Com lete
Guard 30 in.or more @ stairs,decks,patios i
Guard at stairwell at 34 in. or more
Guard at deck,porches 36 in. or more
Exterior Finish Complete V I
(� J
Interior/Exterior Railings 34 in.to 38 in.
Platform at all exterior doors
Interior Handrails stairs 2 or more risers
Enclosed Stairs Sheetrock Underside minimum %"
Gypsum
Grade away from foundation 6 in.with 10 ft.
Handrail Termination at Newell Post or Wall
6 inch clearance to sill plate _
Gas Valve shut-off exposed/regulator 18"above grade
Gas Furnace shut-off within 30 ft.or within line of site
Oil Furnace shut-off at entrance to furnace area
Furnace/Hot Water Heater operating
Low water shut-off boiler
Relief Valves installed/Heat Trap/Water Temp 110
Interior privacy/trim/doors/main entrance 36 in. 4
Bathroom/Kitchen watertight
Safety lzin /Window in stairwells safety glazing_
Interior Smoke Detectors:
Every level: / Every Bedroom:
Outside every bedroom area:
Inter Connected: / Battery backup:
Carbon Monoxide Detector
Bathroom Fans, if no window
Plumbin fixtures
Foundation insulation
4—
Floor truss,draft stopping finished basement 1,000 sf
Emergency egress below rade
Basement stairs closed rise>4 inches
Garage Floor Pitched _
Garage fireproofing/'/4 hour fire door/door closer
Duct work Seated properly
Gas Logs in Sealed or Glass Enclosure
Attic access 30 in x 22 in,_x 30 in.(ht.)In accessible area
Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft. vents
Building No./Address visible from road
Final Electrical
Site Plan /Variance required
Final Survey Plot Plan
As Built Septic System/Sewer Dept. Inspection Sticker
Flood Plain Certification, if required
Okay to issue C/C or C/O Temporary/Permanent
L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04
Rough Plumbing / Insulation Inspection Report
Office No. (518)761-8256 Date Inspection request ceive 7 oQ a -
Queensbury Building&Code Enforcement Arrive: p art: am/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initi s: r
NAME: ERMIT #: Oa -/0 5
LOCATION: INSPECT ON: l� p
TYPE OF STRUCTURE:
Y N N/A
PVC: R-1,R-2,R-3,R4 Drain/Vents
Cast Iron, Copper Drain/Vent/Comm.
Plumbing Vent/Vents in Place
Rough Plumbing/Nail Plates
1 '/ inch min.Drain Size
Washing Machine Drain 2 inch min.
Head or Air Supply Test
Drain and Vents
5 PSI or 10 feet above highest "
connection for 15 minutes
Cleanout ew_U 100 feet/change of direction
Water Supply Piping
Cooper Commercial
Cooper,CPVC,Pex One and Two-Family
Afisulation/Residential Check/Commercial Check
Proper Vent,Attic Vent
Duct/Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed properly/No duct tape
COMMENTS: ���� GL 1,i ��
�ZD L
L:\SueHemingway\Building.Codes.Inspection.EORMS\Rough Plumbing Insulation Report.doc November 17,2003
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received: 7 I� 0 4
Queensbury Building & Code Enforcement Arrive: am/ rt: ' am/pm I
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME: PERMIT#: a® Q Jr
LOCATION: INSPECT ON: 5
TYPE OF STRUCTURE:
Y lv N/A COMMENTS
Framing
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
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 snow 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 % 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
LASueHemingway\BuiIding.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003
Framing / Firestopping Inspection Report
p p
Office No. (518) 761-8256 Date Inspection r est rec . ed: lq� o� i.05 jm-
Queensbury Building& Code Enforcement Arrive: a pm D art: rij am/ m
742 Bay Road, Queensbury, NY 12804 Inspector's Init als:
l
NAME: PERMIT#: 00 -
LOCATION: \n—. INSPECT ON:
TYPE OF STRUCTURE:
Framing Y N N/A COMMENTS
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
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
and snow 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 '/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
L:\SueHemingway\Building.Codes.Inspection.FORNIS\Framing Firestopping Inspection Report.doc January 28,2003
Framing /Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pI epart: m/pm
742 Bay Road, Queensbury,NY 1.2804 Inspector's Initials:
� / J
NAME: �Lc�/�!J PERMIT
LOCATION: U G-5 i L,/kN',) C _ INSPECT ON:
TYPE OF STRUCTURE:
Y N N/A COMMENTS
Framing rL a h
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
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 snow 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 Yz 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 919
l5
LASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003
Rough Plumbing / Insulation Inspection Report "1
Office No. (518)761-8256 -Date Inspection request received:
Queensbury Building& Code Enforcement Arrive: p epart: pm_.
742 Bay Road, Queensbury,NY 12804 Inspector's Initia
NAME: PERMIT #: O
LOCATION: (�)(96c i-A-10J INSPECT ON:
TYPE OF STRUCTURE:
Y N N/A
PVC: R-1,R-2,R-3,R4 Drain/Vents
Cast Iron, Copper Drain/Vent/Comm.
Plumbing Vent/Vents in Place
Rough Plumbing/Nail Plates
1 % inch min.Drain Size
Washing Machine Drain 2 inch min.
Head or Air Supply Test
Drain and Vents .
5 PSI or 10 feet above highest
connection for 15 minutes
Cleanout every,100 feet/change of direction
ater Supply Piping .
Cooper Commercial
Cooper,CPVC,Pex One and Two-Family
Insulation/Residential Check/Commercial Check
Proper Vent,Attic Vent
Duct/Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed properly/No duct toe
COMMENTS:
L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Repo t.doc November I7,2003
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/p Depart: 40 m m/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: �J
NAME: �.A/ PERMIT#:
LOCATION: — �j LAN —J J� INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour o
Reinforcement in Place
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump.
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation tenor Exterior ` ' - �& e
R-
Rough Grade 6 inch drop within 10 ft.
L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
Foundation Inspection Report
Z'
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/ Depart: m/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials.
NAME: A-- — PERMIT#:
LOCATION: 1. , r�, INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
oundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
m6 ' aches above footing
il poly for wet areas under slab
acicfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
LASueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
4
Foundation Inspection Report
Office No. (518)761-8256 Date his1c . ve f
Queensbury Building&Code Enforcement Arrive: Depa> : `•.� a742 Bay Rd., Queensbury,NY 12804 InspectoNAME: ,'-� IT#:
LOCATION: CT ON:
TYPE OF STRUCTURE:
Comments
�11 Y N N/A
ootings
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 s
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
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location of
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Proposed location of addition
Flynn view from northwest corner
PROPOSED ADDITION
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SHEETROOK
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SUBfL000
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IN MORTER AS
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DIRECTIONS
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FOOTING DIM 8" THICK
16" WIDE CONCRETE
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ate+ Atlanta, GA 30329 P � WATERPROOF•9TRENGTNEN•BFAu/11yj:�• C
W `? Phone: (404)634-9100 Thermal insulation benefits. �..a_' ;x:;
FAX: (404)634-9568 Low maintenance.costs. > _-.__ .` _ 1 Ic
• Variety of finishes and accent ca- ''
3. PRODUCT DESCRIPTION pabilities. within 24-hours without adapting re Z
Basic Use: Surface Bonding Ce- No additional waterproofing neces- quired hot and cold weather precau- 0
rr
ments (SBC) are AR (alkali resistant) sary, even for water storage contain- tions. (D ra
fiberglass reinforced portland cement ers. 9 r
formulations designed for use in the Composition and Materials:
• Only clean water should be added 3
construction of concrete block walls QUIKWALL® SBC is a portland ce- to the QUIKWALL®SBC.This particu-
above or below grade that are dry- ment-based formulation combined fatly excludes the use of anti-freeze w t
stacked above the first course, with 12.7mm(1/2 in.) long AR glass fi- in winter. _. L
QUIKWALL®SBC is a versatile prod- bers.AR glass fibers give QUIKWALL® The product's formulation will be
uct that offers many additional uses SBC its great strength by acting as re- altered by the addition of foreign ma-
and advantages, inforcing elements,AR glass fibers are terials. QUIKRETEI Acrylic Fortifier
Iv +n M Uses:Rehabilitating and decorating utilized because of their resistance to may be added in accordance with the
Ern existing masonry and non-masonry the alkaline attack of the portland ce- manufacturer's specification.
structures. ment matrix.AR glass fibers are a zir- Unsupported.walls.should not ex-
o u • Handball/racquetball court con- conia based composition. ceed two stories or 4.9m 0 6 feet) in
J E struction Sizes: QUIKWALL® SBC, Sanded height.
oDecorating, waterproofing and and Unsanded,is available in 22.68kg Maximum depth of backfill should
.0 Z strengthening existing block and mor- (50 lb.) bags. be as specified by NCMA for standard 0
t(IJar walls Colors: QUIKWALL® SBC Sanded block and mortar construction. < p
cu • Farm water storage coating and is available in gray, white, and C�n �
D' a other applications QUIKWALL® SBC standard colors. 4•TECHNICALDATA n 50
c a QUIKWALL° SBC is also used to QUIKWALL®SBC Unsanded is avail- The QUIKWALL® SBC system of a y
N waterproof, strengthen, and decorate able in gray only. block construction provides walls of ZZ
conventional concrete block.walls Limitations: superior strength as shown in Tables 3 w
built with mortar.Applicable for both Do not apply QUIKWALL10 SBC and4.QUIKWALL®SBCnotonlypro- y
® exterior and interior use, above and when weather is forecastto be above vides improved flexural and racking 6 -
L� below grade, QUIKWALL® SEC may 38GC (1001F), or below 4GC (400F) strength,but greater impact resistance. a Z
be modified with QUIKRETE®Acrylic o=a
LM Fortifier and applied to other structural Tabte 1 me C)
wall surfaces such as brick, concrete, 3 X
and terra Gotta file which are non po- PHYSICAL REQUIREMENTS—ASTM C 887
rous. SPECIFICATION FOR SURFACE BONDING MORTAR
Advantages: One-coat application FLEXURAL ASTM QUIKWALL®
Q provides both structural strength and STRENGTH C 887 SBC
textured finish.
• Integral color capability eliminates 1 Day 3.1►vIPa(450 psi) 4.9MPa(71 0 psi)
painting. 7 Days 4.8MPa(700 psi) 6.3MPa(915 psi)
T Creates concrete block wall with 28 Days 5.5MPa(800 psi) 6.6MPa(950 psi)
COMPRESSIVE
The ten-point SPEC-DATA•format hey been re- STRENGTH
produced from publications copyrighted by CSI, -
1964,1965,1966,1967,and used by permission 1 Day 11.0MPa (1600 psi) 18.4MPa(2665 psi)
andThe da,A 22314on Specifications institute.As* 28 Days 24.1 MPa(3500 psi) 44.6MPa (6460 psi)
Table 2-ENVIRONMENTAL PROPERTIES Commonwealth of Pennsylvania,
Dept. of Labor and Industry
WIND DRIVEN RAIN • Environmental Protection Agency
FSTTP-0035 RATING PENETRATION (Potable Water Applications)
8"Hollow Block • State of Wisconsin Building Mate-
No Treatment VERY POOR 2101.5g/m'/min. (6.9 oz/ft'/min.) rial Approval #840022-K
2 Coats Latex Paint VERY POOR 610.3g/m'/min. (2.0 oz/ft'/min.) Southern Building Code Congress
3.2 mm Na")QUIKWALL° EXCELLENT 1.8g/m'/min.(0.006 oz/ftz/min.) international, inc. Report#8929
Surface Bonding Cement • U.S. Department of Housing and
WATER PERMEABILITY- Urban Development Materials Re-
FALLING HEAD PERMEAMETER lease#1075b
Uncoated 5. INSTALLATION
3.2 mm(1/e")QUIKWALL°°Surface 0.008cm'/hr
Bonding Cement QUIKWALL®SBC is designed to be
used in the construction of new con-
COMBUSTIBILITY-ASTM E 136 NON-COMBUSTIBLE crete block walls where the walls are
AIR PERMEANCE LEAKAGE RATE CFM/100 ft' laid up dry-stacked(in a running bond
Equivalent Air Pressure 25.4mm(1") 50.8mm(21 203.2mm(8") pattern)without mortar above the first
Inches of water course in accordance with ASTM C
8"Hollow Block Uncoated SAMN(183 psi) 10.2MN(364 psi) 19.7MPa(702 psi) 946 Standard Practice for Construc-
8"Hollow Block Coated One Side O.OMN(0.015 psi) O.OMPa(0.035 psi) O.OMPa(0.174 psi)
8"Hollow Block Coated Both Sides O.oMPa to psi) O.OMN(OA02 psi) O.OMN(0.073 psi) tion of Dry-Stacked, Surface Bonded
Walls.
Recommended Design Require- Environmental Properties:QUIK- QUIKWALL°SBC must be applied
ments for Non-reinforced Surface WALL' SBC walls are almost im- to both sides of dry-stacked concrete
Bonded Walls of Hollow Concrete permeable, although they are not a block at a minimum of 3.2mm (1/8")
Masonry Units are based on gross vapor barrier. QUIKWALL° SBC is thickness. Porous walls must be pre-
area of C.M.U. non-combustible and adds to the fire wet prior to application of
General "American Standard rating of concrete masonry units. QUIKWALL°SBC,to avoid water be-
Building Code Requirements for Ma- QUIKWALL°SBC resists air penetra- ing withdrawn from the mixture.Pre-
sonry," ANSI Standard A41.1 except tion, sound transmission, and water mature drying on the wali will prevent
as noted below: penetration, while at the same time proper hydration,thereby causing the
Allowable Stress: providing structural strength improve- surface to be chalky and perhaps ex-
Compressive: 0.3MPa(45 psi) ment. QUIKWALL°SBC has thermal hibit map or craze cracking.After ap- ''
Shear: 0.1 MPa (10 psi) efficiency and adds 0.4 R value to a plication of QUIKWALL® SBC and
Flexural: concrete block surface.Table 2 con- after final set is achieved, post wet
Horiz. Span-0.2MPa tains environmental property test data QUIKWALL° SBC walls to insure
(30 psi) showing comparisons between un- proper curing and hydration.
Vert. Span-0.1 MPa coated and coated block surfaces. QUIKWALL°SBC may be applied
(18 psi) Approvals. by trowel,spray,or brush.A one-coat
Requirements for lateral supports, • United States Dept.of Agriculture, application 'is all that is required as
minimum wall thickness,and height- Food, Safety and Inspection Services long as the surface texture is accom-
to-thickness ratios are the same for a U.S. Department of Housing and fished before the UIKWALL°SBC
QUIKWALL° SBC as for mortared Urban Development Report 91075 P Q
construction. • Building Officials and Code attains initial set. Walls constructed
Applicable Standards: QUIK- Administrators International by this technique are structurally
WALL' Surface Bonding Cement • New York State Uniform Fire twice the flexural strength of concrete
complies with ASTM C 887 Spec- Prevention and Building Code block walls built with mortar.
ification for Packaged,Dry,Combined
Materials for Surface Bonding Mortar, Table 3-STRUCTURAL PROPERTIES-UNREINFORCED WALL ASSEMBLAGES
Tables 1-3 show typical physical COMPRESSIVE TEST WALL SIZE GROSS AREA
properties provided by QUIKWALL° Axial Loading
SBC when tested in accordance with 8"Surface Bonding Cement 1.2m x 2.4m(4'x 81 2.4MPa(350 psi)
ASTM C 887 Annexes Al-A6; 8"Type S Mortar 1.2m x 2.4m(4'x 8') 3.7MPa(540 psi)
ASTM E 72 Method for Conducting FLEXURAL TEST MAXIMUM UNIFORM LOAD
Strength Tests of Panels for Building
Construction; ASTM C 90 Specifica- Vertical Span
tion for Hollow Load Bearing Con- 8"Surface Bonding Cement
Unsanded 1.2m x 2.4m(4'x 81 493.1kg/m'001 Ibs/ft')
creie Masonry Units;ASTM E 136Test 8"Surface Bonding Cement
Method for Behavior of Materials in Sanded 1.2m x 2.4m(4'x 8') 395.5kg/m'(81 Ibs/ft')
a Vertical Tube Furnace at 75°C, and 8"Type S Mortar 1.2m x 2,4m(4'x 81 190.4kg/m'(39 Ibs/ft')
Federal Specification TTP-0035. RACKING TEST ULTIMATE STRENGTH
8"Surface Bonding Cement 1.2m x 1.2m(4'x 41 6182.6kg/m(4155 Ibs/ft)
8"Type S Mortar 1.2m x 1.2m(4'x 4') 4456.6kg/m(2995 Ibs/ft)
Independent Tests in accordance with ASTM E 72 procedures using ASTM C 90 Hollow Load-Bearing Concrete Masonry Units.
Values are ultimate loads.Refer to Table of Allowable Design Stress.
Rehabilitating and Renovating assure proper hydration of the thin Figure 1-FLEXURAL STRENGTH-VERTICAL
Existing Walls:The performance char- surface application. SPAN ASTM E 72
acteristics of QUIKWALL®SBC make Coverage:A 22.68kg (50 lb.) bag Block and
it adaptable for rehabilitating and of QUIKWALL' SBC will cover Mortar Wall Dry-Stacked Walls
,�.., renovating existing wall surfaces.Old approx. 4.65mz(50 sq.ft.) at 3.2mm
walls coated with QUIKWALL® SBC (1/8 in.) thickness.
on one side will exhibit structurally 6.AVAILABILITY AND COST
improved environmental properties
and a new aesthetic look. Availability: QUIKWALL® SBC is r
The use of QUIKRETE Acrylic For- available at leading concrete con- °
tifier with QUIKWALL® SBC is re- struction supply houses and dis- o
quired when application is made to tributors. Contact QUIKRETE° Er m °
other than uncoated block wall sur- Construction Products in Atlanta(404) a
faces.The installation of galvanized 634-9100 for the name of the nearest
expanded metal lath may also be re- dealer.
quired for walls that have been pre- Cost:The economic strengths of the
viously painted or coated, or QUIKWALL'SBC system of construc-
structural walls to which a tion begin with the inherent proper-
cementitious modified system is not ties of concrete masonry and the fact WITHOUT QUIKWALL° QUIKWALLO'
adaptable due to variations in ther- that block can be_dry-stacked faster QUIKWALL- SANDED UNSANDED
mal expansion. than laid in mortar. Productivity of
Surface Finishes: QUIKWALL® QUIKWALL® SBC construction is
SBC surfaces can be given attractive 70%greater than conventional block must be given to The QUIKRETE'
texture finishes by using suitable spray and mortar.The faster the walls go up, Companies in writing at Atlanta, GA
equipment or with ordinary mason's the sooner the building can be occu- 30329.The limited warranty is issued
or plasterer's tools. Surface textures pied• and accepted in lieu of all other ex-
from a very smooth surface finish to The QUIKWALL® SBC-finished press warranties and expressly ex-
very deep relief stucco can be wall system does not require any cluded liability for consequential
achieved. It is further possible to pro- supplemental treatments which may damages.
vide accent panels to simulate ex- add to the in-place costs.
posed aggregate concrete or to 7.WARRANTY 8. MAINTENANCE
provide a simulated brick wall ap- ® None required.
pearance. The QUIKRETE Companies war-
Mixing: Machine mixing is rec- rant this product to be of mer-
ommended. Mix 4.7 to 5.7L (11/4 to chantable quality when used or 9•TECHNICAL SERVICES
11/2 gallons) of clean water to each applied in accordance with the in- The QUIKRETE' Companies main-
22.68kg(50 lb.) bag of QUIKWALL' structions herein.The product is not tain technical field representatives
SBC. Place the water in the mixer and warranted as suitable for any purpose throughout the country.Contact your
add the QUIKWALL'SBC to the wa- or use other than the general purpose local distributor for the name and
ter. Adjust water as necessary to for which it is intended. Liability un- number or call QUIKRETE Con-
achieve desired consistency. Mix no der this warranty is LIMITED to the struction Products at(404)634-9100.
more than 3 minutes to avoid filamen- replacement of its product (as pur-
tizing the glass fibers. chased) found to be defective, or at 10. FILING SYSTEMS
Curing. QUIKWALL® SBC walls the shipping companies'option,to re- • SPEC-DATA' II
must be fog cured after having fund the purchase price. In the event • Additional product information
achieved final set.This is essential to of a claim under this warranty,notice available upon request.
FOUNDATION SILL DETAIL = FLYNN
t;f
.
p7.
a At least two :anchor bolts secure each
4 pvr-tion'of the bok sill to the.founclatibn.
i }
CROSS SECTION of ROOF/WALL/CEILING- FLYNN ADDITION
INSULATION:
WALLS R19
CEILING -R32
BQOF SHEATHING ="BUILDING .PAPER.
RAFTER
.... .SHINGI:ES
- I
1/2"GYPSUM
DOUBLE. TOP 'PLATE.
FASCIA
MOULDING SOFFIT
1/2" GYP S
WOOD SIDING
INSULATION STAINED TO MATCH
. HhIISF
SHEATHING
ROOFFRAUU|NG (FLYING RAFTER) CROSS SECTION
FLYNN ADDITION .
\ cein s and Roof C m cfo ,
. < RAFTER .
iR tD Fp .
m�,�N9 )O g. . . .
DOUBLE To! R«e
Gable.end framing.
ZSTU,biNG
» . . . B ,uc ACORNER �ST
\\\»�\ .:\> \ ^ •
'Lake -framing fr ,
\ . rfwerhang. .
Floor Framing Flynn
Joist are to be 2x8 16 OC
Nailed with 3 1/2" Common - 3per
Decking to be 3/4" Sub floor
T&G glued and nailed 16 OC
Sill is to be PT 2x10 Over sill seal
Foundation is Dry stack Block with
Bonding Coat.
Sill To be attached to foundation
with Bolt through foundation
Cap block
1 71_O11
Joist 2 x 8 16 OC
PT sill 2 x 10
Exterior Wall Framing -Flynn
6' - 6" North Wall
8' - 011
Studs are to be 2x6 16 OC
Nailed with 3 1/2" Common -2 per
Exterior sheathing to be 3112" CDX
nailed 16 OC. Interior to be 1/2
sheetrock
R-19 Insulation
Double top plate
Interior sheathing to be 1/2
sheetrock
6 - 6" South Wail
Gluded and nailed 2x4 header
X2 2x4 Opening to accomidate
1 - 32" x 48"window
8' 011
West; Exterior Wall •Framing -Flynn
* Studs ar� o be 2x6 16 OC
* Nailed with 3 1/2 Common -2 per
Exterior sheathing to be 31/2" CDX
nailed 1 OC. Interior to be 1/2
sheetro
.1c R-19Insulation
�c Doublet p plate
,. Gluded and nailed 2x8 header
-4 - 2x8 Opening to accomidate
2 - 32"x48' DH windows
17'-011
8' - 0 '
Interior Wail . Framing -Flynn
Studs are to be 2x6 16 OC
Nailed with 3 1/2'.' Common -2 per
Interior sheathing to be 1/2
sheetrock
Double top plate
Giuded and nailed 2x4 header
X2 2x4 Opening to accomidate
G�� 1 - T - 32" Door
6 -
$, o„
Ceiling Framing Flynn
Joist.are.to be 2x6 16 OC
Nailed with 3 1/2" Common - 3per
Roof Framing Flynn
Rafters are to be M 16 OC Estimated finished pitch is 12/4
Nailed with 3 1/2" Common - 3per Sheathing - 1/2" cdx
Finished roofing to be 25yr shingles over layer of ice and water sheild membrain
1 R1-1 11
171_p
Floor Framing Flynn
Joist are to be 2x8 16 OC
Nailed with 3 1/2"-Common 3per
Existing Bath Layout'
171
OStandared
3x3
shower
Proposed extenstion of Shower
Proposed 3x5
hower with
Bench
The is to increase area of shower to Bench
purpose
enable a bench type setup to allow a sitting positlen
while showering. Investication of precast fiberglass
shower units availability or custom ceramic tile. Pipes, vents to remain in
current location, the cantalevered addition simply to allow more room in shower.
Floor Framing Flynn
Joist are to be 2x8 12" OC
Nailed with 3 1/2" Common - 3per
10 .1
Exterior wall of shower to be removed and ceiling to have 2x8 header
support installed
Removal of exissting shower stall and plywood flooring to allow for instalation
of joists cantalevering out of existing exterior to enlarge shower stall.
Bath walls Framing Flynn
Studs are to be 2x6 16" OC
Double top plates .
Exisiting roof rafters to be extended
over extension at current pitch.
Cantalevered Joists M
Permit Number
REScheck Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
Generated by REScheck-Web Software
PROJECT TITLE:Flynn Closet
COUNTY:Warren
STATE:New York
HDD:7635
CONSTRUCTION TYPE:Detached 1 or 2 Family
HEATING TYPE: Non-Electric
DATE: 04/05/04
DATE OF PLANS: 04/0/04
PROJECT DESCRIPTION:
Closet addition
DESIGNER/CONTRACTOR--
Fran Dougherty
PROJECT NOTES:
this"REScheck"program does not give an option for"addition to
existing stucture"
COMPLIANCE:Passes
Maximum UA=32
Your Home UA=32
0.0%Better Than Code(UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R Value U Factor UA
Wall 1:Wood Frame, 16"o.c. 117 19.0 0.0 6
Window 1:Vinyl Frame,2 Pane w/Low E 8 0.350 3
Window 2:Vinyl Frame,2 Pane w/Low E 8 0.350 3
Window 3:Vinyl Frame,2 Pane w/Low E 8 0.350 3
Ceiling 1:Flat or Scissor Truss 117 31.0 0.0 4
Floorl: All-Wood Joist/Truss over Uncond. Space 117 19.0 0.0 5
Crawl I:Masonry Block w/Empty Cells 117 0.0 10.0 8
Wall height: 6.0'
Depth below grade:4.0'
Insulation depth: 6.0'
COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the
building plans,specifications,and other calculations submitted with this permit application. The proposed
systems have been designed to meet the New York State Energy Conservation Construction Code
requirements. When a Registered Design Professional has stamped and signed this page,they are attesting
that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in
compliance with this Code.
Builder/Designer /� ► 0O/j Date ® s Oy
REScheck Inspection Checklist
New York State Energy Conservation Construction Code
Generated by REScheck-Web Software
DATE: 04/05/04
PROJECT TITLE:Flynn Closet
Bldg.
Dept.
Use
Ceilings:
[ ] 1. Ceiling 1:Flat or Scissor Truss,R 32.0 cavity insulation
Comments:
Above-Grade Walls:
[ ] 1. Wall 1:Wood Frame, 16"o.c.,R 19.0 cavity insulation
Comments:
Windows:
[ ] 1. Window 1:Vinyl Frame,2 Pane w/Lov,--E,U-factor: 0.350
For windows without labeled U factors,describe features:
#Panes Frame Type Thermal Break?[ ]Yes[ ]No
Comments:
[ ] 2. Window 2: Vinyl Frame,2 Pane w/Lov-E,U-factor: 0.350
For windows without labeled U factors,describe features:
#Panes Frame Type Thermal Break?[ ]Yes[ ]No
Comments:
[ ] 3. Window 3:Vinyl Frame,2 Pane w/Low-E,U-factor: 0.350
For windows without labeled U factors,describe features:
#Panes Frame Type Thermal Break?[ ]Yes[ ]No
Comments:
Floors:
[ ] 1. Floorl: All-Wood Joist/Truss over Uncond. Space,R 19.0 cavity insulation
Comments:
Crawl Space Walls:
[ ] 1. Crawi l:Masonry Block w/Empty Cells,6.0'ht/4.0'bg/6.0'insul,
R 10.0 continuous insulation
Comments:
Applies to walls of unventilated crawl spaces.
Exterior insulation must have a rigid,opaque,weather-resistant protective covering that
covers the exposed(above-grade)insulation and extends at least 6 in.below grade.
Air Leakage:
[ ] Joints,penetrations, and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly
with a 0.5" clearance from combustible materials.If non-IC rated,the fixture must be installed with a
3" clearance from insulation.
Vapor Retarder:
[ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
Materials Identification:
[ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
[ ] Materials and equipment must be identified so that compliance can be determined.
[ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating
equipment must be provided.
[ ] Insulation R values and glazing U factors must be clearly marked on the building plans or specifications.
Duct Insulation:
[ ] Supply ducts in unconditioned attics or outside the building must be insulated to R 11.
[ ] Return ducts in unconditioned attics or outside the building must be insulated to R 6.
[ ] Supply ducts in unconditioned spaces must be insulated to R 11.
[ ] Return ducts in unconditioned spaces(except basements)must be insulated to R 2.
Insulation is not required on return ducts in basements.
Duct Construction:
[ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics
(adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted.
Exception: Continuously welded and locking-type longitudinal joints and seams on ducts
operating at less than 2 in. w.g.(500 Pa).
[ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions.
[ ] Cooling ducts with exterior insulation must be covered with a vapor retarder.
[ ] Air filters are required in the return air system.
[ ] The HVAC system must provide a means for balancing air and water systems.
Temperature Controls:
[ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space
temperature set point of the largest zone.
Electric Systems:
[ ] Separate electric meters are required for each dwelling unit.
Fireplaces:
[ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors.
[ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction
provisions of the Building Code of New York State,the Residential Code of New York State or
the New York City Building Code,as applicable.
Service Water Heating:
[ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the
water heater has an integral heat trap or is part of a circulating system.
[ ] Insulate circulating hot water pipes to the levels in Table 1.
Circulating Hot Water Systems:
[ ] Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
[ ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20%
of the heating energy is from non-depletable sources. Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
[ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the
levels in Table 2.
w
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation 77uickness for HVACPipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD(Building Department Use Only)
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