RC-0059-2021 Office Use Only
ADDITION/ALTERATION PERMIT Permit-#:- - ZQ21
APPLICATION'
�- Permit Fee:$ ��
Town of Queensbnry
742 Bay Road,Queensbury,NY 12804 2 Q
Invoice#: J�p
P:518-761-8256 www.gueensbury.net
Flood Zone? Y- N Reviewed By: AA
,
Project Location'::2 ' Susi' J�
Tax Map ID#:. 82. _ Subdivision Name:
PROJECT INFORMATION:
TYPE: Residential Commercial; Proposed Use:
Single-Family. _Two=Family. —Multi-Family(#of units ) Townhouse '
_Business Office _Retail Industrial/Warehouse Garage(#of cars_)
-Other(describe )
ADDITION.SQUARE FOOTAGE: 'ALTERATION,SQUARE FOOTAGE:
1st floor: 1st floor:
✓�O 2 Vo:<< '
2nd:floor: 2nd floor:
3rd floor:. 3rd floor:
Basement(habitable space): i4.p Basement (habitablespace):
Total so ft: I GJ(D Total sq ftc 2146-<v
Scope of work to be done:
SVYI t L}( Apt
D
C CAL EVE
FEB 12 2021
TOWN OF QUEENSBURY
BUILDING&CODES
Addition/Alteration Application Revised January 2021
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction: $ 60,oco
2. Source of Heat (circle one): _Gas _Oil 4Propane _Solar_Other
Fireplaces/inserts need a separate Fuel Burning Appliances & Chimney Application
3. Are there any structures not shown on the plot plan? YES 4NO Explain:
4. Are there any easements on the property? YES NO
SITE INFORMATION:
• Is this a corner lot? YES '�_N0
• Will the grade be changed as a result of the construction? _YES NO
• What is the water source? _PUBLIC PRIVATE WELL
• What type of wastewater system is on the parcel? _SEWER PRIVATE SEPTIC
DECLARATION:
1. I acknowledge that no construction shall be commenced prior to the issuance of a valid permit and will be
completed within a 12 month period.Any changes to the approved plans prior to/during construction will require
the submittal of amended plans,additional reviews and re-approval.
2. If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of
Queensbury.After 1 year from the initial application date, 100%of the fee is retained.
3. Ifthework is not completed by the 1 year expiration date the permit may be renewed, subject to fees
and department approval.
4. 1 certify that the application, plans and supporting materials are a true and a complete statement and/or 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.
5. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of
occupancy.
6. 1 also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly
constructed facilities prior to issuance of a certificate of occupancy.
I have read and agree to the above:
PRINT NAME: rJ
SIGNATURE: DATE:
Addition/Alteration Application Revised January 2021
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• Applicant:
Name(s):
Mailing Address, C/S/Z:
Cell Phone: 2— Land Line: �)
Email: mq 4ie ,p1uwnber 9 9 lAct oo. "vy1
• Primary Owner(s):
Name(s): iig�
Mailing Address, C/S/Z:
Cell Phone: Land Line: � )
Email:
❑ Check if all work will be performed by property owner only
• Contractor(s): (List all additional contractors on the back of this form)
Contact Name(s): C.A2t, f1E?IAC{lzaty
Contractor Trade:
Mailing Address, C/S/Z: FOA0
Cell Phone: Land Line:
Email:
**Workers' Comp documentation must be submitted with this application**
• Arch itect(s)/Engineer(s):
Business Name: NS U.. l
Contact Name(s): rJ VL�
Mailing Address, C/S/Z:
Cell Phone: ( �J'Ig ) — Land Line: (bl ) —fOg
Email: ednot VO
Contact Person for Compliance in regards to this project: I rVAA u-�
Cell Phone: �i� )AGO-28 Land Line:
Email: Ylalt 1 �.
C f I�1 U Gam. i(' C ►�
Addition/Alteration Application Revised January 2021
f r r
Office Use Only
Permit#: 'Z 2-k
To m ofQueensbury Permit Fee:$
742 Bay Road,Queensbury, NY 12804
P:518-761-8256 www.aueensbury.net Invoice#:
FUEL BURNING APPLIANCE &
CHIMNEY APPLICATION
**ONE APPLICATION PER APPLIANCE**
Project Location: %� S�C� �61' M Tax Map ID#: �i��• I .,
Room of Install: Planned Install Date: 1606
FUEL BURNING APPLIANCE INFORMATION:
TYPE OF DEVICE:
_Stove _Fireplace Insert /Fireplace
_ Fuel Fired Equipment (Garage Only, 18" clearance per IMC 304.3)
_V/Fireplace,factory built**
(**Manufacturer's name: &-A - Model#:
SOURCE OF HEAT:
Wood Coal Pellet ✓ Gas
CHIMNEY INFORMATION:
_Masonry(require plans to be submitted):
block brick stone
_Flue:
_the _steel _size, in inches
_Material*:
✓double-wall triple-wall _insulated
(*Manufacturer's name: A % Model#: )
Principle Structure Packet Revised January 2021
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
❑ Check if all work will be performed by property owner only
• Installer/Builder: Workers' Comp documentation must be submitted with this application
Contact Name(s):
Contractor Trade:
Mailing Address, C/S/Z: 6193 Aim
Cell Phone:_( ) Land Line: _( )
Email:
Contact Person for any questions re arding this project:-ktf
Cell Phone: At Land Line: (_)
Email: .40r4
ADDITIONAL INFORMATION:
1. Two (2) inspections are required. A rough-in inspection, prior to installation and a final inspection, after
installation.
2. Manufacturer's installation manual must be available at the time of inspection.
3. Masonry fireplaces & chimneys require plans to be submitted.
4. Twenty-four(24) hour notification is required for inspections.
S. Workers' Comp insurance information is required with this application.
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 the inspector to enter the
premises to perform the required inspections.
I have read and agree to the above:
PRINT NAME: W - Ur" Na9�
_4
SIGNATURE: q" DATE: ff
Principle Structure Packet Revised January 2021
Residential Plan Review: 1- and 2- Family Dwellings
Y/N/NA (1 of 2)
S Two (2) full sets of plans
Over 1,500 sq. ft. requires engineering stamp
Design loads on plans: 115 Wind Floor Loads 40 psf
(North of Rte. 149 60) 50 Ground Snow Load Sleeping Areas &Attics 30 psf
Calculations Decks 40 psf
Wind-design for lake front properties
--� Light and vent room schedule
Window schedule with glass size & main doors/Air leakage < .5 cfm for doors, < .3 cfm for
windows/Tempered glass in bathrooms
Door schedule/Main entrance 36" door V v
Emergency Escape or Bedrooms & Habitable Space
—' Above-grade: 5.7 sq. ft.
Grade: 5.0 sq. ft.
24" (h)x 20" (w) minimum
t.WS 44" maximum height above door
(,t_C�S— Window control devices 24" or less 2"d story or 72" above grade
Egress window from basement 5.0 sq. ft.
Floor system sizing per table 502.3.1
Reside tial chec RI or Prescriptive method
—� All foam plastic on foundation & crawl space covered by 15 minute thermal barrier
Driveway length: 300' or more-12' width required/500' or more,turnaround required
Foundation drainage on plans, if required
6" drop in 10' exterior grade
„ ( Framing cross section for each roof line, vertical fire stopping every 10' where
—G� required/joist spans pg. 127
Ice & snow shield—24"from exterior wall
Platforms at exterior doors V
,J Stairway headroom 6'8"; all stairs 36" wkKh
Stair run and rise
Winder run and rise
Spiral stairs meet requirements
Smoke detectors—battery backup & proper location, interconnected )
Bathroom fixtures—proper clearance
Hall width-36" width
Handrails more than four risers on open sides
Railing &guards > 30"/basement stairs included/closed risers more than 4" in height
Safety glazing notes for required areas
'-4 /t Garage fire separation: %" gable end/5/8" under living space &%" on walls/20 min. door
and closer
Garage floor sloped
Residential Plan Review Revised August 2020
Residential Plan Review: 1- and 2- Family Dwellings
Attic access: gasket seal & R-value equal to roof insulation
Roof over 30"—22" x 30"/Crawl spaces 18" x 24" access
Y/NV 'NA (2 of 2)
Carbon Monoxide detector outside lowest sleeping area, on every level & interconnected
within 15' of sleeping area
Soil test results, if required
Septic to well or water line separation
All paperwork signed
Note on plans energy saving light bulbs 75%
rJ Blower door test agency paperwork
Floodplain Permit required —check map: 2 feet above flood elevation
S Hurricane clips required
Floors less than 2 x 10 covered by%" gypsum or 5/8" wood panel
--1 r J Manuals S &J required for heating system. Cold air return hard piped
Separate room for draft HVAC or hot water heater with fresh air
HRV shown and calculations
Baffles at eaves for insulations and knee walls
Gt Makeup air for range hood >400 cfm
Continuous header for garage doors to end wall/3" nailing pattern/strapping
Chimney rain cap shown for fireplaces
Deck hold down shown not less than 4 lags and bolts per table 507.2
Residential Plan Review Revised August 2020
8.0 — TECHNICAL SPECIFICATIONS +
REFERENCES
TABLE OF CONTENTS
8.1 —TECHNICAL SPECIFICATIONS.................................R 8-3
8.2— MATERIAL SAFETY DATA SHEET.........................R 8-20
8.3— RECOMMENDED INDUSTRY PRACTICE W
FOR PLACING REINFORCING BARS.....................R 8-23 V
8.4— STANDARD PRACTICE - SPLICING & DOWELS....R 8-24 Z
W
8.5 — LOGIX R-VALUES..................................................R 8-27
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Better.Build Anything
MSRev. Dec 18/14
8.1 — TECHNICAL SPECIFICATIONS
(CSI Specifications for LOGIX are available
at www.logixicf.com)
■ Updated 07/23/14
hLOG IX®
NSULATED CONCRETE FORMS
Good.Solid.Green:"
LOGIX INSULATED CONCRETE FORMS N
MATERIAL PROPERTY DATA SHEET 1u
This document is intended for general information purposes only regarding specifications for Logix V
Insulated Concrete Forms(herein referred to as Logix ICF). Technical specification sheet, as per Z
Construction Specifications institute(CSI)formatting,can be downloaded at www.logixicf.com. W
1 PRODUCT DESCRIPTION W
U_
• Logix ICF consists of two flame-resistant EPS boards separated by polypropylene webs. u1
W
• Logix ICF consists of solid form units(LOGIX Pro Forms)or knock-down forms(LOGIX KD Forms)
or a combination of both Logix form and Logix KD forms, referred to as LOGIX Hybrid Forms. +
• The EPS foam boards are a minimum 70 mm (2.75 inch)thick,and can range in thickness of 70 N
(2.75 inches), 102(4 inches), 127 (5 inches), 152(6 inches), 178(7 inches)and 203 mm (8 inches), Z
which gives a total EPS foam board thickness of 140(5.50 inches),203 (8 inches),254(10
inches),305(12 inches),356(14 inches)and 406 mm (16 inches), respectively. O
• The webs separate the EPS boards to form 102 mm (4 inch), 159 mm (6.25 inc),203 mm (8 inch), F-
254 mm (10 inch)and 305 mm (12 inch)cavities,which create the concrete wall thicknesses. Q
With Logix Menders the concrete wall thickness can be increased to virtually any thickness. V
• The webs are spaced every 203 mm(8 inch)on centre horizontally and 406 mm(16 inch)on LL
centre vertically,and contain a 32 mm(1.25 inch)wide furring strip that extends the height of
each ICF block. The furring strips shall facilitate fasteners for attachment of both exterior and V
interior finishes.
W
• A furring strip is located in the corners of corner forms. The furring strip consists of both a a
vertical and horizontal component. The vertical component extends nearly the full height 1n
of the form,extends a.minimum of 64 mm (2.5 inches)from both sides of the corner,and
a minimum of'5 mm (0.2 inches)thick. The horizontal component is a minimum 51 mm(2
inches) in height,extend a minimum of 152 mm(6 inches)from both sides of the corner,and a Q
minimum of 5 mm (0.2 inches)thick. V
• The webs facilitate rebar placement in accordance with CAN/CSA A23.1, and ACI 318
Z
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NSULATED CONCRETE FORMS
�rrtEoxme
Rev. Nov 22/14
8.1 — TECHNICAL SPECIFICATIONS CONTINUED.
■ Updated 07/23/14
1.�OEGIXNSULAT ®
Good.Solid.Green'
LA 2 LOGIX PRODUCTS
W
V LOGIX manufactures both assembled and unassembled insulated concrete form units. LOGIX
assembled forms, known simply as"LOGIX Pro",are delivered to the job site as assembled form
z blocks. LOGIX unassembled forms(or knock-down forms), known as"LOGIX KD",are delivered to the
UJ job site in components that make up the form blocks-the form panels and KD Connectors. LOGIX KD
p[ are assembled on the job site.
W
U. Below is a summary of the types of LOGIX and LOGIX KD forms available.
LU LOGIX(assembled form blocks)
Description
LOGIX Pro White in color
+ LOGIX Pro Platinum3 Grey in color. Contains Neopor EPS. Offers higher R-valuel than
LOGIX Pro.
LOGIX Pro TX LOGIX Pro with termite resistant additive Preventolz.
z LOGIX Pro Platinum3 LOGIX Platinum with Preventol.
0 TX
H. LOGIX KD(unassembled form blocks)
Q Description
V LOGIX KD White in color
LOGIX KD Platinum3 Grey in color. Offers higher R-value'than LOGIX Pro.
LL LOGIX KD TX LOGIX Pro with termite resistant additive Preventolz.
LOGIX KD Platinum3 TX LOGIX Platinum with Preventol.
V Notes:
1. See Logix Design Manual,Section 8.5 for Logix R-values.
LU 2. Preventol is an effective termite resistant additive.
p 3. Care should be taken to protect exposed foam surfaces from reflected sunlight and prolonged solar exposure until wall
N cladding or finish material is applied. Shade exposed foam areas,or remove sources of reflective surfaces,where heat build
up onto exposed foam might occur. For more information refer to BASF Technical Leaflet N-4 Neopor,"Recommendations
for packaging,transporting,storing and installing building insulation products made from Neopor EPS foam." (The BASF
J Technical Leaflet is attached to every bundle of LOGIX Platinum forms delivered to a job site).
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NSUTATEDCONCRETE FORMS
� . Rev. Nov 22/14
8.1 - TECHNICAL SPECIFICATIONS CONTINUED
■ Updated 07/23/14
OGIX®
,. S EDCONCRETEFORMS LOGIX INSULATED CONCRETE FORMS
Good.Solid.Green- GENERAL SPECIFICATIONS SHEET,CONT'D
3 CODE/CERTIFICATION APPROVALS
v7
• International Code Council Evaluation Report No. 1642 W
• City of Los Angeles Research Report No.25518 V
• Miami-Dade County Approval No.09-0714.03 Z
• State of Florida Certification of Approval No.FL14109
• Wisconsin Building Products Evaluation No.200266-1 W
• City of New York Materials and Equipment Acceptance—MEA 273-04-M
• CCMC Report No. 13110-11 W
• QAI listed QM0503 u-
• Complies with ASTM E2634,Standard Specification for Flat Wall Insulating Concrete Form(ICF) W
Systems cc
4 DESIGN/PERFORMANCE OF LOGIX ICF +
A brief description of each test is outlined in the attached Appendix. Test reports are available upon N
request.
Z
Test Description Result Pass/Fail Criteria Referenced 0
Standard Test —
Method
R-Value(Thermal R 4.13(RSI 0.72) Min.R 4.00(RSI 0.70) ASTM C518 Q
Resistance)per inch(per V
25.4mm)
Water Absorption 0.18% Max.3.0% ASTM D2842 —
Water Vapor Presence 100.Ong/Pa-s-m2(1.74perm-in.) Max.201 ng/Pa-s-m2 ASTM E96 LL
(3.5perm-in.) V
Compressive Strength 165kPa(23.9psi) Min.104kPa(15.0psi) ASTM D1621 &
ASTM C165 w
Flexural Strength 365kPa(53.Opsi) Min.240kPa(35.Opsi) ASTM C203 d
Dimensional Stability— 0.5% Max.2.0% ASTM D2126 V7
Thermal&Humid Aging
Density 27.5kg/m3(1.72pcf) Min.22 kg/m3(1.35pcf) ASTM C1622& J
ASTM C303 Q
Dimensions Min.length variation=0.0% Min.-0.2% ASTM C303 V
Max.length variation=0.4% Max.0.4% _
Min.width variation=0.1% Min.-0.2%
Max.width variation=0.4% Max.0.4% Z
Min.thickness variation=-0.3mm Max.-2mm =
Max.thickness variation=0.9mm Max.4mm
Max.squareness=3mm Max.3mm V
Limiting Oxygen Index 29.1% Min.24.0% ASTM D2863 W
Formaldehyde Emission No formaldehyde detected N/A* AATTC-112 H
Fungi Resistance No fungal growth detected N/A* ASTM G21
Flame Spread Rating <25 N/A* ASTM E84/CAN ULC
S102
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MEMO=
NSUTATED CONCRETE FORMS
� Rev. Nov 22/14
8.1 - TECHNICAL SPECIFICATIONS CONTINUED
® Updated 07/23/14
OG'�®
�NSULATED CONCRETE FORMS LOGIX INSULATED CONCRETE FORMS
Good.Solid.Green:" GENERAL SPECIFICATIONS SHEET,CONT'D
N Test Description Result Pass/Fail Criteria Referenced
W Standard Test
Method
V Smoke Developed Rating <450 N/A* ASTM E84/CAN ULC
Z S102
W Fire Endurance Test See Fire Resistance Rating table N/A* ASTM E119/CAN
W ULC S101
Standard Room Fire Test Win acceptable limits Met conditions required UBC 26-3/CAN ULC
W for exposure to fire for 15 1715
ILL. minutes.
Lu Concrete Pour-in-place Observations of deflection N/A* CCMC Masterformat
p� recorded. 03131
Sound Transmission STC 56 for 6.25"Logix wall system N/A* ASTM E90
+ (2 layers of 5/8"drywall&2x2
wood strips on one side,1/2"
drywall on the other side)
N STC 50 for 4"Logix wall system
Z (1/2"drywall&2x2 wood strips on
O one side,1/2"drywall on the other
side).
— UPITT Toxicity Pass LC50<19.7g University of
Pittsburgh Toxicity
Q Test
V *Code body or referenced test standard required reporting test results only-no Pass/Fail criteria
specified.
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NSULATED CONCRETE f-0RMS
�p1B Rev. Nov 22/14
8.1 -.TECHNICAL SPECIFICATIONS CONTINUED
Updated 0723/14
OGIX®
�MsuIAT'Eo coNCRFrEFORMs LOGIX INSULATED CONCRETE FORMS
Good.Solid.Green. GENERAL SPECIFICATIONS SHEET,CONT'D
TESTS CONDUCTED ON POLYPROPYLENE WEB
Test Description Result US Requirements. - Referenced V1
Standard Test uu
Method V
Flammability Flame Front Distance=100mm(4") Max.linear burn rate=. ASTM D635 Z
Avg.Linear Burn Rate=17.9mm/ 40.Omm/min(1.57in/min) uu
min(0.70in/min) for Flame Front Dist._
100mm(4")
Smoke Density Rating 19.1% Max.75% ASTM D2843 LU
Average Lateral Fastener 1.63kN(367lbs) N/A* ASTM D1761 v-
Resistance of Drywall W
Screws
Average Withdrawal 0.75kN(169lbs) N/A* ASTM D1761
Fastener Resistance of
Drywall Screws +
Shear Strength of 26.1 MPa(37.9psi) N/A* ASTM D732,CCMC LA
Polypropylene Web Masterformat
03131 Z
Average Tensile Strength 3.75kN(8421bs) N/A* ASTM D638 0
of Polypropylene Web _
Average Withdrawal 105N(24lbs) N/A* ASTM D1761
Resistance of Staples (under cyclic a
1.59mm 16ga. temperatures)
V
Average Withdrawal 155N(35lbs) N/A* ASTM D1761 —
Resistance of Plane Shank (under cyclic LL
1.5"long,3/8"head temperatures) —
Average Withdrawal 431N(971bs) N/A* ASTM D1761 V
Resistance of Ring Shank (under cyclic Lu
1.5"long,3/8"head temperatures) C.
Average Withdrawal 135N(30lbs) N/A* ASTM D1761 N
Resistance of Spiral Shank (under cyclic
1.5"long,3/8"head temperatures) J
Average Lateral Resistance 169N(38lbs) N/A* ASTM D1761
of Staples 1.59mm 16ga. (under cyclic Q
temperatures) V
Average Lateral Resistance 5201\1 017lbs) N/A* ASTM D1761
of Plane Shank 1.5"long, (under cyclic Z
3/8"head temperatures) .
Average Lateral Resistance 378N(85lbs) N/A* ASTM D1761 =
of Ring Shank 1.5"long, (under cyclic V
3/8"head temperatures) uu
Average Lateral Resistance 20ON(45lbs) N/A* ASTM D1761
of Spiral Shank 1.5"long, (under cyclic
3/8"head temperatures)
........ Dn S of r
d AnythingBetter.
BOG IX°
NSUTATED CONCRETE FORMS
Rev. Nov 22/14
8.1 — TECHNICAL SPECIFICATIONS CONTINUED
Updated 07/23/14
J0GbC
NSULATED CONCRETE FORMS LOGIX INSULATED CONCRETE FORMS
Good.Solid.Green:" GENERAL SPECIFICATIONS SHEET,CONT'D
LA Standard
Description Result US Requirements Referenced
Standard Test
uu Method
V Average Withdrawal 567N(127lbs) N/A* ASTM D1761
Z Resistance of Corrosion
Resistance No.8-18 x 0.323
W HD x 1.5/8"
Average Withdrawal 93N(21lbs) N/A* ASTM D1761
LU Resistance of Corrosion
U_ Resistance 6d(0.113"
shank x 0.267 HD x 2"
Lu long)
OC #6 Coarse Drywall Screw, 787N(177lbs) N/A* ASTM D1761
1-5/8"long**
+ #6 Fine Drywall Screw, 765N(172lbs) N/A* ASTM D1761
1-5/8"long**
V1 16ga.Staple, 1-1/2"long** 124N(281bs) N/A* ASTM D1761
Z Galvanized Ringed 4621\1(1041bs) N/A* ASTM D1761
Wallboard Nail,1-1/2"O
long**
— Hot-dipped Galvanized 226N(51lbs) N/A* ASTM D1761
F— Spiral Nail,2"long**
Q #8 Wood Screw,2"long** 920N(207lbs) N/A* ASTM D1761
V #8 Exterior Deck Screw,2" 934N(210lbs) N/A* ASTM D1761
— long**
ti #10 Wood Screw,2" 880N(198lbs) N/A* ASTM D1761
— long**
V *Code body or referenced test standard required reporting test results only-no Pass/Fail criteria
uu specified.
is **Applicable to corner web only.
FIRE RESISTANCE RATING
Form Size(Concrete Wall Thickness) Rating with 1/2"drywall
Q 100mm(4") 2hrs
159mm(6.25") 3hrs (4hrs if 5/8"drywall used)
V 203mm(8")and above 4hrs
— *Bearing load applied to wall=360,000lbs(360kips)
Z
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Rev. Nov 22/14
8.2 — MATERIAL SAFETY DATA SHEET
® Material Safety Data Sheet-Expanded Polystyrene(EPS)
LOGIX in Logix Insulated Concrete Forms
�NSULATED CONCRETE FORMS Issue Date:Jun 10,2014
MATERIAL SAFETY DATA SHEET LA
Material Safety Data Sheet—Expanded Polystyrene(EPS) LU
in Logix Insulated Concrete Forms V
Z
SECTION 1-PRODUCT INFORMATION W
Manufacturer Name: LOGIX INSULATED CONCRETE FORMS LTD. w
Address: 199—1917 West 0 Ave W
Vancouver,British Columbia,Canada u-
V6J 1M7 LU
Emergency Phone: 1-866-944-0153 p[
Product Use: Stay-In-Place Insulated Concrete Forms
t
SECTION 2-PREPARATION INFORMATION
Contact Name: Francis B Roma 1A
Phone: 1-866-944-0153 Z
Date Issued: June 10,2014 0
SECTION 3-HAZARDOUS INGREDIENTS
Chemical Name CAS No. Content Q
Benzene Ethenyl-Homopolymer(Common 9003-53-6 99% V
Name:Polystyrene) _
Pentane 109-66-0 <1% LL
SECTION 4-PHYSICAL DATA V
Physical State: Solid LU
Odour&appearance: Slight Hydrocarbon Odour,White In Color C-
tA
Specific Gravity: (Water=1)0.02 To 0.03
Vapour Pressure: N/A J
Evaporation Rate: None Q
Boiling Point: N/A V
Freezing Point: N/A
Z
Melting Paint: Approx.71°C(185DF)&begins melting at higher temperatures.
V
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8.2 — MATERIAL SAFETY DATA SHEET
CONTINUED
A Material Safety Data Sheet-Expanded Polystyrene(EPS)
GIX In
Logix Insulated Concrete Forms
ILO '
NSULATED CONCRETE FORMS Issue Date:Jun 10,2014
VI
LU SECTION 5-FIRE OR EXPLOSION HAZARDS
V Explosive Fire gives off black smoke consisting of carbon monoxide(<10ppm),carbon dioxide
Z Hazards: (500ppm),oxides of nitrogen(4ppm),including trace of amounts of pentane,aldehydes
and keytones. Fire hazards increase with presence of ignition sources or high
LU concentrations of dust from work sites.
Means of Use water spray,dry chemical,foam or carbon dioxide to extinguish flames.
W Extinction:
u. Flash Point: 85°C(211°F)
W Auto Ignition 285°C(571°F)
Temperature:
SECTION 6-REACTIVITY DATA
Unstable Unstable when exposed to high temperatures. Recommended maximum use
Conditions: temperature of 60oC(166°F).
tH
z Incompatible Not compatible with materials containing primarily of hydrocarbons,aldehydes,esters
materials: and amines
0 Hazardous Does not occur
Polymerization:
E- Hazardous High heat or combustion produces black smoke consisting of carbon monoxide(<
Q Decomposition: 10ppm),carbon dioxide(500ppm),oxides of nitrogen(4ppm),including trace of amounts .
of pentane,aldehydes and keytones.
V
Conditions of Products react to high temperatures and strong oxidizers. .
reactivity:
lL
SECTION 7-PREVENTATIVE MEASURES
V Personal Protective Equipment:
W
Eye Protection: Approved safety goggles when applying fasteners,sanding or sawing.
tl
Skin protection: Approved gloves and/or sleeves should be worn if sensitive to material composition-of
products.
J Respiratory Approved dust mask when sanding,sawing or when working in high dust/particulates
Protection: environment. In areas of high dust,vapor or mist content exceeding safe exposure
Q limits use NIOSH or MSHA approved air purifiers or air supplied respirators.
V Ventilation: Maintain proper ventilation in areas prone to static discharge(high dust environment)or
products prone to combustion.Wear approved dust masks and maintain proper
Z ventilation when hot-knifing product in enclosed areas.
_ Leaks or Spills: Loose material can be vacuumed or swept and placed in disposal containers.
V Waste disposal: This material can be disposed of in accordance with local,state/provincial and federal
regulations. This material is not considered a hazardous waste.
W Handling: Take special precautions in handling and unloading product onto the construction site.
H When loading or unloading from trucks use either proper lifting equipment or use a
minimum of 2 persons when manually loading or unloading pallets from trucks.
Page 2 of 3
■
Build
Anything : - OG i
NSUTATED CONCRETE FORMS
a�wxrEnime
Rev. Nov 22/14
8.2 — MATERIAL SAFETY DATA SHEET
CONTINUED
Material Safety Data Sheet-Expanded Polystyrene(EPS)
QG 'X in Logix Insulated Concrete Forms
NSULATEO CONCRETE FORMS Issue Date:Jun 10,2014
to
Storage: Storage locations should be in an area that will minimize damage or soiling to products. LU
Protection should be provided in cases where stored products could be exposed,for more
than 2 weeks,to UV or freezing rain or snow conditions. Keep products away from heat, V
sparks,flames or other ignition sources. Z
SECTION 8-FIRST AID MEASURES LU
Eyes: Flush eyes with water for several minutes. Get medical attention if eye irritation persists or W
particulates are difficult to remove from the eye. LU
Skin: This material is not considered to be a skin irritant. In cases where irritation may occur to IL
extra sensitive skin,wash with soap and water for several minutes. Get medical attention W
if skin irritation develops or persists.
Ingestion: This material is not considered to be hazardous when ingested but may cause blockage of cc
air passage if large pieces are ingested. Get medical attention and apply proper first aid
for persons with air passage blocked. +
SECTION 9-TOXICOLOGICAL PROPERTIES
LA
Primary Route Eyes,Skin,Inhalation Z
of Entry:
Effects of Acute Exposure: 0
Eyes: When hot-knifing material,vapors may cause irritation to eyes.
Skin: This material is not considered to be a skin irritant. Products may contain small Q
particulates of dust accumulated naturally from surrounding environment,which may cause
skin irritation with possible mild discomfort on extra sensitive skin. V
Inhalation: When hot-knifing vapors may be cause irritation to nose and throat. Dizziness may occur
in poorly ventilated areas when hot-knifing. LL
Effects of Exposure to vapors may aggravate existing respiratory conditions,such as asthma,
Chronic bronchitis and inflammatory or fibrotic respiratory disease. V
Exposure: LLI
a
TO THE BEST OF OUR KNOWLEDGE THE INFORMATION CONTAINED HEREIN IS BELIEVED TO BE
ACCURATE. HOWEVER,NEITHER THE ABOVE NAMED MANUFACTURER OR SUPPLIER NOR ANY to
OF ITS SUBSIDIARIES ASSUMES ANY LIABILITY WHATSOEVER FOR THE ACCURACY OR
COMPLETENESS OF THE INFORMATION CONTAINED HEREIN. FINAL DETERMINATION OF J
SUITABILITY OF ANY MATERIAL IS THE SOLE RESPONSIBILITY OF THE USER. ALL MATERIALS
MAY PRESENT UNKNOWN HAZARDS AND SHOULD BE USED WITH CAUTION. ALTHOUGH Q
CERTAIN HAZARDS ARE DESCRIBED HEREIN, WE CANNOT GUARANTEE THAT THESE ARE THE V
ONLY HAZARDS THAT EXIST.
Z
2
V
LJ
(—
Page 3 of 3
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Build
Anything Better. BOG IX°
NSUTATED CONCRETE FOR MS
Re Rev. Nov 22/14
8.3 - RECOMMENDED INDUSTRY PRACTICE
FOR PLACING REINFORCING BARS
Reprinted from:THE MANUAL OF STANDARD PRACTICE by the Concrete
Reinforcing Steel Institute,January 1997.
RECOMMENDED INDUSTRY PRACTICE FOR
PLACING REINFORCING BARS*
1. Introduction bundled in beams or girders.Individual bar,in a bundle
These recommendations for placing reinforcing bars cut off within the span of flexural members should icrnni-
LU arr partially based upon the ACI Ituilding Codc. state at diffcrenr points with at least �10 bar diantrters
stagger: Where spacing limmation, and Inininuatu clear
v 2. General cover are based on[),it-size,a unit of bundled bars should
Z be treated as a single bar of a diameter derivrrl From the
Reinforcing bars should be aeesnatels pL'tced in the rquisalrnt total area-
W positions shown on the placing drawings'and adequately
tied and supported before concrete is placed. and In walls and slabs other than concrc•le joist consnruo-
Secuned against displacement within the tolerances rcc- Lion. the principal reinforcement.should not be ,paced
W nnuuendcd in Section S. Iarther apart than three tunes the wall or slab thickness,
y„ nor more than IS in.
Welding of nnssiug bars(tack[welding)should not be
LLI permitted for assembly of re.iufbnTr bent unless audio_ In spiral) reinforced and tied rnlinnns.the clear dis-
rized bs the Architecr/Engincer. ranee between lonotudinal bars should not he less than
one and one-half times the-nominal bar diameter,nor 1112
3. Surface Condition of Reinforcement ill.
+ At the time of concrete placement,all reinforcing hars 'l he dear distance limitation between bars should also
should be free of nuul.nil,or other deleterious materials. apply to the clear distance between a contact lap splice
N Reinforcing bars%ith rust,mill scale.or a combination of and adjacent,plices or bars.
z both should be considered as satist:Ictor).. provided the
mininnun dimensions. weight, and height of&I'brina- 6. Splices in Reinforcement*'
O tion, of a hand-wire-brtlShed test specimen ;urea not less 6.1 General
— th:nr the applicable ASI-M specification requirenu:nts.
� Splicing of reinibrciug bays should be either by lap-
4. Bending ping,mechanical connection,.Ur lily welding.
Q Reinforcing bars should riot be brut or straightened Splices of reinforcing b:uS should he made unls as
V in a manner that will injure the Material.Ears with kink, rctluil-cd or permitted on the project drawiligs or in the
or improper bends should nor he used. Vxcept fill. prnjcct Specifications. car :is authorized by the
L6., rcalignntcttt of#7 through #18 [-Char up to about 30° ArchiteedEngiueer. All welding should conform to the
bend and #3 through #6 rehar up to ahom a 215"bend, arrent edition of "Su-uclural Welding Code—
r no bars partially embedded in concrete should be. field Reinforcing Steel"(AA'SI/AWS DIA).
bent,except aS shown ou the project drawing,or permit. 6.2 Lap Splices
W red by the Architect/En;gincer.
iL Lap splices of #14 and #18 bats should tint he used,
5. Spacing of Reinforcement except in conlPrc•ssiou onh•to"I I and smaller bars.
LA
The clear distance between parallel ivinforcinl-e baits Lap splices of bundled bars should he based on the
in a laver should not be less than the nominal diameter lap splice length reeunuuendccl for individual bars of the
of the bars, nor 1 in. Clear distance should also not be same size ns the bills splicced.:Ind Such individual splices
Q less than one and one-third times the nnntinal ulaxitttul❑ [within the bundle shotnld not overlap each other. 'Fhe
V size of the coarse aggregate-.rxcepl if in the,jildgennent of length of lap should be increased 20 percent liar a-1-har
the AichitecUl ngincer.workability and nterhocds of con_ bundle and_Ki proms Cot a-1-ban•bundle.
solidation are such that concrete call be placed without Bar laps placed in contact should he securely wired
z hcmrvconrb or voiils• togedrer in Stich it manner as to maintain the alignment
2 Where parallel reinforcement is placer)in twu or tnae of the bars and to prvvicir nnininttun clearalices.
V lasers, the bars in the upper lavers should be placed Bars spliced by noucontact lap splices in flexural
directly above those in the bout-tin laver with the clear dis- nrentbers Should not co be spad tt.ulasenscly farther alias t
W lance betnceett L•IyerS not leSS than I in.
than one-fifth the requtrrd lengrh of lap nor
Groups of parallel reinforcing bars bundled in roll- 6 in.
tact.assumed to act as a suit,not more than four in airs
one bundle max be used only when stirnip, or ties
enclose rite bundle.. Bars larger than #1 1 should riot be
-For more complete recommendations on bar placement.we WacirM Roinrorring Oars available from ate concrete Reinrorung Steel In,uute
"See Romforcernernl:Anct otaces.Lap Sp:icas and eonneclrcurs by the concrete Reinforcing Steel Institute
■
Build A �OCIX°
NSUTATEDCONCRETE FORMS
op„ Rev. Sep 23/09
8.4 — STANDARD PRACTICE - SPLICING &
DOWELS
Lap Splices
A lap is when two pieces of rebar overlap to form a
continuous line. This helps transfer loads properly
Lap length throughout the structure. There are two types of `^
>> W
2 4 lap splices:contact lap and non-contact lap splices V
(see Figure 1 a and 1 b). The lapped sections of Z
contact lap splices are wired together. Lapped LU
cc
a sections of non-contact lap splices do not touch W
and are permitted in practice provided the distance U.
w
between lap sections meet the specified code
requirements.
Figure 1a: Contact lap splices +
When using LOGIX ICFs non-contact lap splices can L^
Z
be used in lieu of contact lap splices.
O
Lap length Q
24" Lap Splices in Horizontal Rebar V
In traditional construction methods,contact —
a ° lap splices are more commonly used because it V
W
a offers the most reliable method of ensuring the a
°
lapped sections are secure against displacement, `^
especially during concrete pours. LOGIX ICFs can
accommodate contact lap splices. However,the Q
Figure 1 b: Non-contact lap V
splices rebar slots in the LOGIX webs are also designed to —
accommodate non-contact lap splices, Z
2
V
W
■
Build Anything Better.
NSUNTED CONCRETE FORMS
pe Rev. Sep 23/09
8.4 — STANDARD PRACTICE - SPLICING &
DOWELS CONTINUED
ensuring the horizontal rebar stays in place(see
Figure 2a and 2b). This minimizes the need to wire
`^ tie lapped sections and reduces labor.
LV
V
Z d The length of a lapped section (or lap length)
W
cc varies depending mainly on the loading conditions,
u' LOGIX WEB rebar size,rebar spacing,rebar grade and concrete
L, Figure 2a: Contact lap splices strength. As a general rule, LOGIX recommends a
lap length of 40d or 24",whichever is greater,for
+ residential construction (see Figure 1 a and 1 b).
Z
O Lap Splices in Vertical Rebar
Q
V For the same reason as horizontal rebar,contact
lap splices are also more commonly used in
u. LOGIX WEB
traditional construction methods. However,
V Figure 2b: Non-contact lap contact lap splices are not necessary when using
"' splices
a LOGIX ICFs. The LOGIX web ties,which are spaced
N
horizontally every 8"(203mm)and about 5.25"
Q 0 33mm)vertically per block,provides enough
stability for placement of vertical rebar. Vertical
rebar can be further secured if it is slid through a
Z
= staggered pattern of horizontal rebar. The slots in
V V the webs have been designed to accommodate this
W
r n� (see Figure 3).
G
Figure 3: Vertical rebar in
LOGIX ICF wall system
■
Build
Anything Better. �OGIX°
NSULATED CONCRETE FORMS
ao�e Rev. Sep 23/09
8.4 - STANDARD PRACTICE - SPLICING &
DOWELS CONTINUED
Footing Dowels
Footing dowels connects the wall to the footing
Vertical rebar �' (see Figure 4). This prevents wall movement at
in wall pr.� the wall/footing joint caused mainly by soil loads. `A
W
In residential construction,the vertical rebar in
V
1' 1 the wall itself does not contribute to the strength Z
Footing dowel
of the wall/footing connection and hence is not "'�
a
o required to splice with the footing or match the W
spacing of the footing dowels. In cases,where lap `L
° W
a splice may be required,non-contact lap splices are
permitted.
Figure 4: Wall/Footing +
connection
Ln
Z
Lap Splices-Building & Design Code References 0
International Building Code 2003(IBC 2003), H
REMFDnCIQIifS RF-0VIRED R611.7.1.4: Q
" "R611.7.1.4 Lap Splices. Where lap slicing of
vertical or horizontal reinforcing steel is necessary,
the lap slice shall be in accordance with Figure
V
R611.7.1.4 and a minimum of 40db,where db
W
is the diameter of the smaller. The maximum o.
distance between noncontact parallel bars at a lap Ln
slice shall not exceed 8db."
R611.7.1.4 National Building Code 1995(NBC 1995),4.3.3.1: Q
V
Clause 4.3.3.1 references concrete design code,CSA
Z
A23.3(specifically CSA A23.3,12.14.2.3):
2
"12.14.2.3 V
Bars spliced by lap splices in flexural members shall UJ
have a transverse spacing not exceeding the lesser F-
of one-fifth of the required lap splice length or
150mm."
■
Buil
d Anything : - ILOGIXO
NSOIATED CONCRETE FORMS
REM-1
Rev. Sep 23/09
8.5 — LOGIX RNALUES
STANDARD TAPER TOP BRICK LEDGE TRANSITION
•
ij
N III
W
116M um
V a
0
Z ~ A L I
cc I Iconoroiol I _ _4— oC I—eo con ra. _ I con re o
2' rThicknesa+—+ Thcknass Th�k ess
Thickness
W
U. LOGIX PLATINUM LOGIXPLATINUM • PLATINUM •
W R1/R2 26/27 26/27 26/27 26/27
ix (RSI)1 23/24(4/4.25) (4.56/4.81) 23/24(4/4.25) (4.56/4.81) 23/24(4/4.25) (4.56/4.81) 23/24(4/4.25) (4.56/4.81)
N FCL
I
z ~ L
0 zy�'--x"Conc. "conorels I Iconcore—
co z�• zy�• z' core zj.
— Thicknas Thicknas Thickness
•GIX LOGIX •GIX LOGIX •GIX •
GIX
PLATINUM PLATINUM PLATINUM
Q R1/R2 26/27 26/27 26/27
V (RSI)1 23/24(4/4.25) (4.56/4.81) 23/24(4/4.25) (4.56/4.81) 23/24(4/4.25) (4.56/4.81)
LL F I
w
L
— l7
V
MW
W Y LU
�• m II II II I
LA J--Jc core'a 4 ,,T conorele
Thickness L;' core 2�•
Thickness
J GIX • •GIX LOGIX
PLATINUM PLATINUM
Q R1/R2 • 26/27 26/27
V (RSI)1 23/24(4/4.25) (4.56/4.81) 23/24(4/4.25) (4.56/4.81)
z z
= O
LAMW
V CC
W CC
r
f- 21
I IDenc�lel l
Thickna
LOGIX
LOGIX PLATINUM
26/27
(RS)Z 23/24(4/4.25) (4.56/4.81)
1.R1 denotes total R-value of form panels only(per ASTM C518 at average mean temperature of 75deg F.). R2 denotes total
R-value of a wall assembly consisting of form panels,4 inch concrete core, 12 inch drywall and interior airfilm. R1 and R2 are
based on imperial units. R-values are based on independent testing conducted by Intertek Testing Services.
■
Build
Anything Better. �®G IX°
NSUTATED CONCRETE FORMS
e Rev. Nov 11/10
8.5 — LOGIX R-VALUES CONTINUED
XRV4 XRVS XRV6 XRV7 XRV8
Ln
I F FL9FL rW WrP r9 Ur
Core `Can Cann Ca1KM Connt. Z
• • • • • LLJ
• • • • •LATINUM PLATINUM PLATINUM PLATINUM PLATINUM W
117/112 28/29 32/33 32/33 37/38 36/38 41/43 40/42 46/47 44/46 51/52 LU
(RSI)' (4.91/5.16) (5.6/5.85) (5.64/5.89) (6.43/6.68) (6.36/6.61) 1 (7.26/7.51) (7.09/7.34) (8.09/8.34) (7.82/8.07) 1 (8.92/9.17)
LL
LU
r FrLE .rrrr r r01 r r +�M.9 �M.
• • • • •
N
• PLATINUM PLATINUM PLATINUM PLATINUM PLATINL z
R1/R2 28/29 32/33 32/33 37/38 36/38 41/43 40/42 46/47 44/46 51/52
(RSI)' (4.91/5.16) (5.6/5.85) (5.64/5.89) (6.43/6.68) (6.36/6.61) (7.26/7.51) (7.09/7.34) (8.09/8.34) (7.82/8.07) (8.92/9.17) 0
4- 41 i-fib-1—(8' 3' �'{—(4' 3'�Zj' 23' —
j r r `II I I
m r L
r rU r
caa.M. caann �aaaM. caRM. 6L
�•��. �-� z1-)--�`�a,:"�•-� �}•�--�<<,.�•� �-�pan�—r—� �' �a,.�---.•
ma.an, mna... Tn<,a.,, maven,
• •GIX •• GIX • •GIX •• GIX • •GIX
PLATINUM PLATINUM PLATINUM PLATINUM PLATINUM
117/112 28/29 32/33 32133 37/38 36/38 41/43 40/42 46/47 44/46 51/52 LL
(RSI)' (4.91/5.16) (5.6/5.85) (5.64/5.89) (6.43/6.68) (6.36/6.61) (7.26/7.51) (7.09/7.34) (8.0918.34) (7.82/8.07) (8.92/9.17)
il. tIi- d'iti (2j- 3'�jT]2j- 3-iij--t2j- 3'1fl2j' O.
r F
I rlll I r�l� I ���� I N
O J
4:
cc r L LA r r a
21-1Iceacnn I IcaMnnl I IwcM. coaanu coa,M. V
--F can�--.•� �•i--Y cap.F-�•-7 xj'1--I can j--e•� d• can �r—� x�• ca.
mmw.., maw.., maxan. mzw„,
•GIX PLALOT"X. LOGIX LOG,Xr LOGIX • •INU PLATINUM PLATINUM PLATINUM PLATINL z
R1/R2 28/29 32/33 32/33 37/38 36/38 41/43 40/42 46/47 44/46 51l52 =
(R51)' (4.91/5.16) (5.6/5.85) (5.64/5.89) (6.43/6.68) (6.36/6.61) (7.26/7.51) (7.09/7.34) (8.09/8.34) (7.82/8.07) (8.92/9.17)
1.R1 denotes total R-value of form panels only(per ASTM C518 at average mean temperature of 75deg F.). R2 denotes total V
R-value of a wall assembly consisting of form panels,4 inch concrete core,12 inch drywall and interior airfilm. R1 and R2 are Iy
based on imperial units. R-values are based on independent testing conducted by Intertek Testing Services.
H
Build
■
Anything Better. tLOG IX°
NSUTATED CONCRETE FORMS
��a Rev. Nov 11/10
8.5 — LOGIX RNALUES CONTINUED
XRV4 XRVS XRV6 7XRV XRV8
tA
L L. IL4LLIX L L
LL • • • • •
PLATINUM PLATINUM PLATINUM -PLATINUM PLATINUM
• • • • •
R1/R2 33/34 38/39 37/39 42/44 41/43 47/49 45/47 52/53 50/51 57/58
LJ.1 (RSI)' (5.82/6.07) (6.64/6.89) (6.55/6.8) (7.47/7.72) (7.27/7.52) (8.29/8.54) (818.25) (9.12/9.37) (8.73/8.98) 1 (9.95/10.2)
LL
LU
+ L
II coy. I I Ic.� I I IcoMni.I I coKn�.
i--5•�co�'Bi--S-� 7-�•-7 c°n'Oi--e•� l--S--F�c�1—,�-F �c-.
ma,.v mcW.:, FNCYrm.
LA LOGIX LOGIX • •GIX • •GIX • •
GIX
PLATINUM
PLATINUM
PLATINUM
PLATINUM
Z R1/R2 41/43 1 47/49 45/47 52/53 50/51 57/58 54/55 61/63
O (RSI)' (7.27/7.52) (8.29/8.54) (8/8.25) (9.12/9.37) (8.73/8.98) (9.95/10.2) (9.46/9.71) (10.78/11.03)
V
L+-
LOGIX LQGIX LOGIX •
PLATINUM PLATINUM PLATINUM
V R1/R2 50/51 57/58 54/55 61/63 58/59 6/67
(RSW (8.73/8.98) (9.95/10.2) (9.46/9.71) (10.78/11.03) (10.18/10.43) (11.:1/11.86)
LU
LA s L
cc
X L L
J I I I I
V • •• LOGIX PLATINUM
z R1/R2 58/59 66/67 62/63 71/72
(RSI)' (10.18/10.43) (11.61/11.86) (10.91/11.16) (12.44/12.69)
V
m
F]4]
W
I I I
•
•
GIX
PLArINU
R1/R2 66/67 75177
(RSI)' (11.64/11.89) (13.27/13.52)
1.R1 denotes total R-value of form panels only(per ASTM C518 at average mean temperature of 75deg F.). R2 denotes total
R-value of a wall assembly consisting of form panels,4 inch concrete core,1/2 inch drywall and interior alrfilm. R1 and R2 are
based on imperial units. R-values are based on independent testing conducted by Intertek Testing Services.
Build Anything Better. OMEMENELOGIX°EETE FORMS
op,. Rev. Nov 11/10
Genera W - otSware
Compliance. - Certificate N N o
o8
Project Every Residence.Additiion
Energy Coder 2018 IECC a V
Location: - Glens Falls, New.York,
: I. �
Ci7
Construction Type: Sin9 le-family
Project Type: Addition �E� 12
2021
Climate Zone: 6. (7635 HDD)
Permit Date: : . D c
TOWN OF QUEENSBURY
Permit Number: BUILDINGFL
CODES t0
N
Construction Site, . QWner/Agent: Designer/Contractor: N
24 Stonehurst Drive Ray Every Ethan P:Hall. N N
Queensbury, NY 12804 24 Stonehurst Drive Rucinski Hell Architecture a,
Queensbury,NY,12804 134 Dix Ave FL
518-932=3944 .. Glens Falls, NY 12801
raythePluihber2ll@yahoo.com 518-741-0268 .
ephall@nycap.rr.com
iCompliance: Passes using UA trade-off
Compliance: 0.06/iBetter Than Code Maximum UA: 42 Your UA:-42
The"/u Better or WorseThan Code Index reflects how close to compliance the house is based on code trade-off V.I�+J n j ® �Q
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home: 1/y
CODE COMPLIANCE
Envelope Assemblies
G ross Area Cavity Cont.
Assembly or U-Factor UA
Ceiling 1: Raised or Energy Truss 372 49.0 0.0 0.020 7
Wall li Wood.Frarrie, 16"o.c. 250. 21.0 .0.0 0.057 11
Window 1:Wood Frame:Double Pane With Low MV 54 0.290 16
Floor.l:All-Wood_Joist/Truss:0ver Outside Air _ FILE Cot— •1 8 30.0 .0.0 0.033 .0
'
Basement Wall 1:Insulated Concrete Forms_ 138: 15:0 0.061 8.
Wall height:5.5',
Depth:below grade:4.0' .
Insulation.depth:.5.5'
tom*pliang6Sta.tement. 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 2018 IECC requirements in
REScheck Version: REScheck-Web 'and to comply with the mandatory iremeWlie REScheck Inspection Checklist01
Ethan P. Hall•_Architecf .
Name Sign Sign r_j�07, `"` `'�' Date. .
Project Title: Every.Residence Addition Report date: 02/11/21
Data filename: Pagel of 9
RE.ScheckSoftware Version RESchetk-Web
Inspection Checklist
Energy Code: 20.18 IE.CC
Requirements: 100.6% 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
1,031, ;Construction drawings and - j ;❑Complies ;Requirement will be met.
103.2. :documentation demonstrate_ l❑Does Not
[PRl]1 ;ehergy.code compliance for the I ;Location on plans/spec:A-
gj :building envelope.Thermal I❑Not Observable :1
:envelope'represented on . . ❑Not Applicable
;construction-documents. =
103.1, Construction drawings and ElComplies ;Requirement will be met..
1032; 1 documentation demonstrate El
Does Not
403.1• ,energy code compliance for Location on plans/spec:A-
❑Not Observable ,
[PR3]1. :lighting and.mechanica m.l systes. r 1
C❑Not Applicable. ;
:Systems serving multiple 1
:dwelling units must demonstrate r
compliance with the IECC .
:Commercial Provisions. i
302.1, ;Heating and cooling equipment is:.Heating: ;-Heating: ❑Complies ;Requirement will be.met;
403.7 1 sized per ACCA Manual S based Btu/hr . Btu/Kr ❑Does Not
[PR2]2 on loads calculated,per.ACCA : Coolin 1 Coolin 1 ;Location on plans/spec:A-
g, g: ❑Not Observable-,
gj Manual J-or other methods Btu Btu/hr. ❑Not A licable 1
approved-by the code official. 1 pp . .
Additional Comments/Assumptions:
1 High Impact-(Tier-1) 1 2 1 Medium Impact(Tier 2) 3 Low Impact.(Tier 3)
Project Title: Every Residence Addition Report date: 02/11/21
Data filename: Page 2 of 9
Section Plans Verified Field Verified .
# Foundation Inspection . Complies? Comments/Assumptions
&.Req.ID Value Value
402.1.1 ;Conditioned basement wall. R= . 1 R ;❑Complies ;See the Envelope Assemblies
[FO4]1 ;insulation R-value.Where interior; R- R- ❑Does Not, table for values.
insulation is used,verification
may need to occur during ❑Not Observable ;
Insulation Inspection..Not. 1 ❑,Not Applicable
;required in.warm-humid locations; ;
in Climate Zone 3:
,
303.2 Conditioned.basement wall {❑Complies ;Requirement will be met"
[F05]1" insulation installed per i❑Does Not
manufacturer's instructions: . :Location on plans/spec:A-
[:]Not Observable ;1
I " ;❑Not Applicable
402:2.9 ,Conditioned.basement Wall ft ft ❑Complies ;See the Envelope Assemblies "
[F06]1 insulation depth of burial or ; valu
❑Does Not table for es.
distance from top of wall.
o' ; ; ❑Not Observable ,
❑Not Applicable_
303.2.1 iA protective covering is installed ElComplies ;Requirement will be met. _
minimum of 6 in. below
[F011]z :to protect exposed exterior . 1❑Does Not
'insulation and extends.a ;Location on plans/spec:A-
00 ; grade ❑Not Observable
I ,m : ;1
❑Not Applicable
403.9 ;Snow.=and ice-melting system (❑Complies ;Exception: Requirement is
[FO12]z controls installed. Not, not applicable.
'eJ ; ❑Not Observable
3 :. . I❑Not Applicable
Additional.Comments/Assumptionsq
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact.(Tier 3)
Project Title: Every Residence Addition Report date: 02/11/21
Data filename: Page 3 of 9
Section Plans Verified Field Verified
# Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions
& Req.ID
402.1.11 ;Glazing U-factor(area-weighted U-. U- ;❑Complies ;See the envelope Assemblies
402.3.L average). I❑Does Not ;table for values.
402.3.3,
402.5 ;❑Not Observable
[FR2]1 ; ;❑Not Applicable
1
303.1.3 ;U-factors of fenestration products ;❑Complies ;Requirement will be met.
[FR4]1 are determined in accordance !❑Does Not
with the NFRC test procedure or. ❑Not Observable Location on plans/spec:A=
,taken from the default table. ;1
i ,❑Not Applicable
402.4.1.1 ;Air barrier and thermal.barrier j❑Complies ;Requirement will be met.
[FR23]1 1 installed per manufacturer's ;❑Does Not
instructions. I Location on plans/spec:ec:A-
e' ;❑Not Observable 1 p p
❑Not Applicable
402.4.3 ;Fenestration that is not site built ? !❑Complies ;Requirement will be met.
[FR20]1 is listed and labeled as meeting I❑Does Not
AAMA MDMA/CSA 101/I.S.2/A440
e :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] i❑Complies ;Exception: Requirement is.
[FR16]2 sealed at housing/interior finish i j❑Does Not not applicable.
;and labeled to indicate:52.0 cfm I
leakage at 75 Pa. j UNot Observable
I❑Not Applicable- ;
403.3.1 ;Supply and return ducts in attics (( ;❑Complies ;Exception: Ducts located .
[FR12]1 insulated>= R-8 where duct is .i j❑Does Not completely inside the
®•, ;>=3.-inches in diameter and>_ ; ;building envelope.
R-6 where<3 inches.Supply and I❑Not Observable ,
return ducts in of her portions of ❑Not Applicable
;the building insulated >= R-6 for
diameter>= 3 inches and 114.2
.for<3 inches in diameter. ;
403.3.2 ;Ducts, air handlers and filter j❑Complies ;Requirement will be met.
[FR13]1 boxes are sealed with 1 j❑Does Not
e, ;joints/seams compliant with ;Location on plans/spec:A-
International Mechanical Code or ' ❑Not Observable 1
International Residential Code,asj ;❑Not Applicable
applicable, j
403.3.5 i Building cavities are not used as ❑Complies ;Requirement will be met.
[FR15]3 j ducts or plenums. ; I❑Does Not
Location on plans/spec:A-
�' ' ❑Not Observable ,1
I❑Not Applicable
403.3.7 ;Ducts declared to.be within the j❑Complies ;Requirement will be met.
[FR28]3 conditioned space are either 1) I❑Does Not
® completely within the continuous l servable !Location on plans/spec:A-
i❑Not Ob ,
;air.barrier and within the building{ ,1
thermal envelope,2) buried I ;❑Not Applicable ;
;within ceiling insulation in j
:.accordance with Section
11403.3.6 and the air handler is I
located completely within the I
y continuous air barrier and within
+the building thermal envelope I
and the duct leakage is<= 1.5
cfm/100 square feet of
conditioned floor area served by z I
the duct system, or 3).the ceiling
,;the,
R-value installed
against and above the insulated
duct>=to the proposed ceiling
insulation R,value, less the R= !
.value of the insulation on the i
1 High Impact.(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Every Residence Addition Report date: 02/11/21
Data filename: Page 4 of 9
Section Plans Verified Field Verified
# Framing/Rough-In Inspection Complies? Comments/Assum
& Req:ID _ Value ptions
Value.
403.4 ;HVAC piping conveying fluids R= . R- ;OComplies . ;Exception: Requirement is
[FR17]z above 105°F or chilled fluids . ;❑Does Not not applicable.
below 55°F are insulated.to>R-
8J ;3 ;❑Not Observable
j tINot Applicable
403.4.1 - ;Protection of insulation on.HVAC j❑Complies ;Exception: Requirement is.
[FR24]1 piping. _ ❑Does Not not applicable.
lV" 1�1 f❑Not Observable"
i ;❑Not Applicable
403.5.3 1 Hot water"pipes are insulated to ; R ; ft- ;❑Complies- Exception:Requirement is
[FR18]2 '>R-3: jQDoes Not'_ ;not applicable.
J ; ; 1❑Not Observable
.. ;❑Not Applicable
403.6 ;Automatic or,gravity dampers are �❑Complies'. 'Requirement will be met.
[FR19]2 I installed on all outdoor air .I❑Does Not. .
intakes.and exhausts. ❑Not Observable iocation.on plans/spec:A-
y it `❑"Not Applicable -
Additional Comments/Assumptions:
.1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact.(Tier 3)
Project Title: Every Residence Addition Report date: 02/11/21
Data'filename: Page 5 of 9
Section Plans Verified . Field Verified
# Insulation Inspection Complies?' Comments/Assumptions
& Req.ID Value ' Value.
303.1 ;All installed-insulation is labeled ; i0complies Requirement will be met.
[IN13]2 �orthe,installed R=values 1❑Does Not
v
provided. I ;❑Not Observable
j❑Not Applicable
402.1:1; ;,Floor insulation R-value. ; R= ; R- ;EIComplies ;See the Envelope Assemblies
402.2.E ❑ Wood ;❑ Wood ;Oboes Not
table.for valdes.
[IN1]1 ❑ Steel ❑ Steel tlNotObservable.;
J :nNot Applicable
,
303.2, ;Floor insulation installed per '" . ❑Complies 1 Requirement will be met:
402.2.8, manufacturer's instructions and I❑Does Not
[IN2]1 ;in substantial contact With the ;❑Not Observable
Location on plans/spec:A-
,underside of the'subfloor,or floor ,1-
:framing cavity insulation is in I❑Not Applicable
Icontact with the top side of
;sheathing,or_continuous
.insulation is installed on the
underside of floor framing and
extends from the,bottom to the ;
;top of all perimeter floor framing 4 1
- ;members: . _
402.1J, Wall insulation R=value.If this is a R= Rw- ❑Complies ;See the Envelope Assemblies
402.2:5,: I mass wall with.at least 1�.of the I Wood El I❑Does Not I table for values.
402.2.E ;wall insulation on-the wall ❑.Mass I❑ Mass I❑Not Observable
[IN311 ;exterior,the exterior insulation
CIO-) requirement applies(FRTO): ;❑ Steel El Steel ;❑Not Applicable
;
303.2 ;Wall insulation is installed per 1❑Complies: Requirement.will be met:
[IN4]1 ;manufacturer's instructions. 10Does Not
:;Location on plains/spec:A ns/spec: -
bNot Observable
;QNot Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1,) 2 Medium_Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Every Residence Addition Report date: 02/11/21
Data filename: Page (i of 9
Section Plans Verified Field Verified
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
& Req.ID
402.1.1, ;Ceiling insulation R-value. R= R- ;❑Complies ;See the Envelope Assemblies
402:2.1; ❑ Wood ;❑ Wood :❑Does Not table for values.
402.2.2, ❑ Steel ❑ Steel ;❑Not Observable
[Fill'
;❑Not Applicable
1
;
303.1.1.1,;Ceiling insulation installed per ;❑Complies Requirement will be met.
303.2 1 manufacturer's instructions. ! ;❑Does Not.
[FI2]1 :Blown fi:2 insulation marked every ;❑Not Observable :Location on plans/spec:A-
300 . ! :Elliot Applicable 1
402.2.3 Vented attics with air permeable i I❑Complies ;Requirement will be met.
[F[22]2 insulation include baffle adjacent ! ;❑Does Not
to soffit and Lave vents that Location on plans/spec:A-
ektends over insulation: '❑Not Observable ;1
❑Not Applicable
402.2.4 ;Attic access hatch and door R- R- ;❑Complies ;Requirement will be met.
[FI311 insulation>_R-value of the :❑Does Not
adjacent assembly. ;Location on plans/spec:A-
I Observable ,1
I
;❑Not Applicable
402.4.1.2 ;Blower door test @ 50 Pa. 4c=5 ; ACH 50 = ; ACH 50= ;❑Complies ;Requirement will be met.
[FI1711. ;ach in Climate Zones 1=2,and ;❑Does Not -
<=3 ach in Climate Zones 3-8. ;Location on plans/spec:A-.
❑Not Observable 1
❑Not Applicable .
403.3.3 ;,Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Exception:All ducts and air
[FI2711 "determine air leakage with ! ft2 ftz ;❑Does Not ;handlers are located within
;either: Rough-in test:Total conditioned space.
leakage measured with a :❑Not Observable
pressure differential of 0.1 inch ;❑Not Applicable
w.g.across the system including
;
;the manufacturer's air handler
!enclosure if installed at time of
;test. Postconstruction test:Total
;
leakage measured with a
i pressure,differential of 0.1 inch ; I
w.g.across the entire system
;including the manufacturer's air '
!handier enclosure.
403.3.4 ;Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies ;Exception:All ducts and air
[FI4]1 !cfm/100-ft2 across the system or ft2 ft2 ;❑Does Not handlers are located within
<=3 cfm/100 ft2 without air ;❑Not Observable conditioned space.
;handler @ 25 Pa. For rough-in
:tests,verification may need to ; ;❑Not Applicable
occur during Framing Inspection.
403.3.2.1 ;Air handler leakage designated ❑Complies ;Requirement will be met.
[FI2411 by manufacturer at<=2%of I❑Does Not
;design airflow. Location on plans/spec:A-
! bNotObservable i1
❑Not Applicable
403.1.1 ;Programmable thermostats ;❑Complies !Requirement will be met.
[FI9]2 installed for control of primary i❑Does Not
heating'and cooling systems and
i initially set by manufacturer to I❑Not Observable
!code specifications. ❑Not Applicable j
403.1.2 'Heat pump thermostat installed ❑Complies ;Exception: Requirement is
[Fl10]z I on heat pumps. ❑Does Not :not applicable.
❑Not Observable
;❑Not Applicable
403.5.1 Circulating service hot water j ;❑Complies ;.Exception: Requirement is
[Fl11]z systems have automatic or ;0Does Not not applicable.
accessible manual controls.
I❑Not Observable
❑Not Applicable
1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Every. Residence Addition Report date: 02/11/21
Data filename: Page 7 of 9
Section Plans Verified �FieldVerified
# Final Inspection Provisions Valuelue Complies?. Comments/Assumptions
& Req.11)
403.6.1 All mechanical ventilation system; ;❑Complies ;Requirement will be met.
(FI25]2 fans not part of tested and listed �❑Does Not
HVAC equipment meet efficacy ; ;❑Not Observable Location on plans/spec:A-
,and air flow limits per Table ;1
:
R403.6.1. ; ❑Not Applicable ;
403.2 Hot water boilers supplying heat ;❑Complies ;Exception: Requirement is
[FI26]2 'through one-or two=pipe heating ❑Does"Not not applicable.
systems have outdoor setback ;
control to lower boiler water !❑Not Observable
;temperature based on outdoor t❑Not Applicable
temperature.
403.5.1.1 ;Heated water circulation systems; ;❑Complies Exception: Requirement is
[F128]2 :have"a circulation pump.The ❑Does Not not applicable.
system return pipe is a dedicated
return pipe or a cold,water supply{ ❑Not Observable
pipe.Gravity and thermos- ❑Not Applicable
syphon circulation systems are j
not present.Controls for
i
circulating hot water system 1
pumps start the pump with signal i
for hot water demand within the
occupancy.Controls I
automatically turn,off the pump 3
;"when water"is in circulation loop
'is at set-point temperature and
no demand for hot water exists.
403.5.1.2 :Electric heat trace systems ;❑Complies Exception: Requirement is
[FI29]2 comply with IEEE 515.1 or UL UDoes Not not applicable.
515.Controls automatically
adjust the energy input to the ❑Not Observable
heat tracing to maintain the i ;E]Not Applicable
desired water temperature in the
piping.
403.5.2 ;bemand recirculation water ;•❑Complies ;Exception: Requirement is
[FI30]2 systems have controls that ❑Does Not not applicable.
;manage"operation of the pump
;and limit,the temperature of the ;❑Not Observable
water entering the cold water ;❑Not Applicable ;
piping to<= 1049F. "
403.5.4 Drain water heat recovery units ;❑Complies Requirement will be met.
[FI31]2 tested in accordance with CSA ;❑Does Not
655.1. Potable water-side I Location on plans/spec:A-
pressure loss of drain water heat ;❑Not Observable ;1
recovery units <3 psi for {❑Not Applicable
individual units connected to one ;
or two showers. Potable water-
side pressure loss of drain.water 1
heat recovery units< 2 psi for
'individual units connected to {
three or more showers. I
404.1 90%or more of permanent ;❑Complies ;Requirement will be met.
[FI6]1 :fixtures have high efficacy lamps. ❑Does Not
❑Not Observable Location on plans/spec:A-
;1
;❑Not Applicable ;
404.1.1 Fuel gas lighting systems have ;❑Complies ;Requirement will be met.
[FI23]3 no continuous pilot light. ❑Does Not
;❑Not Observable ;Location on plans/spec:A-
i ;❑Not Applicable
401.3 'Compliance certificate posted. j ❑Complies Requirement will be met.
[F[7]2 '❑Does Not
� ,❑Not Observable
z �❑Not Applicable
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Every Residence Addition Report date: 02/11/21
bata filename: Page 8 of 9
Section Plans Verified . . Field Verified
# Final.lnspection Provisions . Complies? Comments/Assumptions
&.Req.ID Value Value
303.3 i Manufacturer manuals for 'OComplies Requirement will be met.
(FI18)3 ;mechanical and Water heating Does.Not .
systems have been provided. i 4pNot Observable
jONot Applicable
Additional-Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Ties 2) 3 Low Impact(Tier 3)
Project Title: Every Residence Addition Report date: 02/11/21
Data filename: Page 9 of 9
2018. .IECC. Energy
Efficiency CedilficMd 1
Insulation Rating R-Value
Above-Grade Wall '21.00
Below-Grade Wall 15.00
Floor 30.00 -
Ceiling/Roof.
Ductwork (unconditioned spaces):
Glass & Door Rating U-Factor SHGC
. . . .
Window 0:29
Door .
CoolingHeating &
Heating System:
Cooling System:
Water,Heater:
Name: Date:. . . .
Comments