RC-000389-2015 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development- Building& Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: RC-000389-2015 Date Issued: Friday, October 26, 2018
This is to certify that work requested to be done as shown by Permit Number RC-000389-2015
has been completed.
Tax Map Number: 289.7-1-37
Location: 23 Reardon RD
Owner: Carol Stockman, GORDON STOCKMAN
Applicant: GORDON STOCKMAN
This structure may be occupied as a: SFD 1056 s.f.
Attached garage 374 s.f. By Order of Town Board
Porch 120 s.f. TOWN OF QUEENSBURY
Deck 264 s.f.
Issuance of this Certificate of Occupancy DOES NOT relieve the
J4
property owner of the responsibility for compliance with Site Plan, `'
Variance, or other issues and conditions as a result of approvals by the Director o Building&Code En orcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
GL Community Development-Building& Codes (518)761-8256
BUILDING PERMIT
Permit Number: RC-000389-2015 EP f.01 -- 22S
Tax Map No: 289.7-1-37
Permission is hereby granted to: GORDON STOCKMAN REVISED E VI S E
For property located at: 23 Reardon RD ...LLL
In the Town of Queensbury,to construct or place at the above location in accordance with application together
with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform
Building Codes and the Queensbury Zoning Ordinance
Type of Construction
Owner Name: Carol Stockman Single Family-New $0.00
Owner Address: 98 AVIATION RD Total Value $0.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
SFD 1056 s.f.
Attached garage 374 s.f.
Porch 120 s.f.
Deck 264 s.f.
Renewal fee paid through 12/7/16
PERMIT FEE PAID-TFBS PERMIT EXPIRES: Wednesday,December 7,2016
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Townue ury ,/ Fri a 7,2012
SIGNED BY: �d/ for the Town of Queensbury.
Director of Building&Code Enforcement
....L_j
OFFICE USE ONLY }'
TAX MAP NO.2 99 ,?- -3'1 PERMIT NO. - c7 ate ;
( FEES: PERMITtNIt�RECREATION
ENGINEERING
If a
tamp
_..._ ( PPli-----
--------------
PRINCIPAL STRUCTURE:
APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT
A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW
BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION,
APPLICANT/BUILDER: OWNER:
ADDRESS: ADDRESS: 99 Ayo„{t-o,� Rol-C)
PHONE NOS. PHONE NOS. (f,- ) 79 2-8(oc1 (e
CONTACT PERSON FOR BUILDING &CODES COMPLIANCE:'T-f S�a�_�rrian PHONE: 65109S-S--6714
LOCATION OF PROPERTY: _ I�ec,r p \ 26m c
HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? ❑ YES Zy-NNO
IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL:
PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW:
CHECK ALL THAT Z
APPLY TO YOUR Z L C3
PROJECT Q~ 0 p CO a w Lou I- w
W O J l L W J O = 2
WO J W V. = FF-- F- I- O Z
Z Q Q :- rp Nrq OLL OF � d = nu
SINGLE FAMILY n(s"hF&o�
O {1proX I y
TWO-FAMILY
MULTI-FAMILY
(NO.of UNITS_)
TOWNHOUSE
BUSINESS OFFICE
RETAIL-
MERCANTILE
FACTORY OR
INDUSTRIAL
ATTACHED
GARAGE(1,2,3) x I 374 .5F. IE wx ly
OTHER Porth
X &'log( s/= Ily
IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS:
ESTIMATED CONSTRUCTION COST: FUEL TYPE:
HEAT TYPE: 140 ni!' *HOW MANY FIREPLACE(S): AND / OR WOODSTOVES(S):
ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? / c
IS THIS A HISTORIC SITE? AIQ
PROPOSED USE OF BUILDING OR ADDITION: �c�iddnc�
'Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office
B 3-IAL I1-05
Al THERE STRUCTURES NOT SHOWN ON PLOT PLAN?_i /-D
ARE THERE EASEMENTS ON PROPERTY? ZVO
I acknowledge no construction activities shall be commenced prior to issuance of a valid
permit. I certify that the application, plans, and supporting materials are a true and
complete statement/description of the work proposed, that all work will be performed in
accordance with the NY State Building Codes, local building laws and ordinances, and in
conformance with local zoning regulations. I acknowledge that prior to occupying the
facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand
that I/we are required to provide an as-built survey by a licensed land surveyor of all newly
constructed facilities prior to issuance of a certificate of occupancy.
I have read and agree to t a ove.
Signe
Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes
or septic systems)
Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process,
application requirements or to schedule an appointment)
Permission is hereby granted to the above ; This application / proposed action described
Applicant to erect or alter the building herein is found to be in accordance with the
described herein in accordance with said ; zoning Laws of the Town of Queensbury.
Application:
i
BUILDING & CODES APPROVAL ZONING APPROVAL
DATE DATE ;
___________________ ____.________
QUESTIONS? CALL 761-8256 OR EMAIL
codesCggueensbury.net
Office Use Only
VISIT OUR WEBSITE FOR MORE INFORMATION
Operating Permit Issued: _Yes No www.gueensbury.net
Occupancy Type: Construction Classification:
Assembly Occupancy Limit: Special Conditions:
Revised 4/14/2010
OFFICE USE ONLY
TAX MAP NO. _PERMIT NO. .)-.'Aa PERMIT FEF
APPROVALS: ZONING TOWN CLERK
APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT.
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE
ISSUANCE OF A VALID PERMIT.
IAb
OWNER: ZIAAOn 'F�A 'E4VCirnA'k \ INSTALLER:
ADDRESS: G$lYVR.Jtbn (RL,-F,,j ADDRESS: -
PHONE NOs.(S7&) M2-4165& .f r� PHONE NOS.
LOCATION OF INSTALLATION: RCO'cd O a [Co0.0
RESIDENCE INFORMATION:
YEAR BUILT NO.OF X COMPUTATION = TOTAL DAILY FLOW
BEDROOMS Gallons Der bedroom GARBAGE GRINDER
1980 or older X 150 = INSTALLED? /V r)
1981 -1991 X 130 = SPA OR HOT TUB
1992-present X 110 = Ito INSTALLED?��—
PARCEL INFORMATION:
✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE_ %SLOPE_
✓ SOIL NATURE: SAND X LOAM - �� CLAY OTHER
✓ GROUNDWATER AT WHAT DEPTH?
✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH?
✓ DOMESTIC WATER SUPLY: MUNICIPAL_ WELL(If well:water supply from any septic system absorption is: ftp
✓ PERCOLATION TEST: RATE IS PER MIINUTE PER INCH[mpi]
(Test to be completed by a licensed professional engineer or architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer
or architect(unless installed in a Planning Board approved subdivision).
TANK SIZE: t IbO GALLON(MIN.SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for
each garbage grinder,spa or whirlpool tub.
SYSTEM TYPE:
❑ABSORPTION FIELD(WITH NO.2 STONE) Total length ft. Each trench X
❑ SEEPAGE PIT(S)(WITH NO.3 STONE) How many? Size?
❑ALTERNATIVE SYSTEM Bed or other type?
0 HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks?
NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN
APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED.
For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval
granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or
circumstance known by or on behalf of an applicant,shall be void.
I have read the regulations with respect to this application and agree
to abide by these and all requirements of the Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL
Sanitary Sewage Disposal Ordinance. codesrataueensburv.net
VISIT OUR WEBSITE FOR MORE INFORMATION
Signature of Person Responsible Date www.oueensburv.net
Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804
INSPECTION WORKSHEET (004808-2018)
Town of Queensbury - Building and Codes - Fire Marshal
742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal
Case Number:RC-000389-2015Case Module:Permit
Inspection Date:07/06/2018Inspection Status:Partial Pass
Inspector:John O'BrienInspection Type:Residential Final Inspection
Job Address:23 Reardon RDParcel Number:289.7-1-37
Contact TypeCompany NameName
Granted PermissionStockman, Carol
Primary OwnerStockman, Carol
Granted PermissionSTOCKMAN, GORDON
Primary OwnerSTOCKMAN, GORDON
Checklist ItemPassedComments
General CommentsNO7/6/18 Final Inspection Partial Approval
Remaining Items:
-Submit Final Survey
-Complete all site items as per approved site plan.
-Remove all screws from deck joist hangers and install
joist hanger nails or joist hanger hex head screws.
-Install Truss ID. V/R
4 inch Building Number Address visible from roadYES
Chimney Height / B Vent / Direct Vent LocationYES
Chimney Rain Cap InstalledYES
3" Plumbing Vent through roof minimum 18 inchYES
Outside Spigots have Air GapYES
Roof Complete / Exterior Finish CompleteYES
Platform at all exterior doorsYES
Handrail 4 or more risersYES
Guards at stairs,decks,patios 30" + above gradeYES
Guard at stairwell at 34" or moreYES
Guard at deck, porches 36" or moreYES
Handrail Termination at Newell Post or WallYES
Interior/Exterior Railings 34 to 38YES
Jul 06, 2018Page (1)
INSPECTION WORKSHEET (004808-2018)
Checklist ItemPassedComments
Wood deck: 2'+ from grade dia bracing required - H/CYES
ramp compliant
Deck Ledger-Bolted per CodeNO
Grade away from foundation 6 with 10 feetYES
6 clearance to sill plateYES
Gas Shut-off Exposed & Regulator (18) Above GradeYES
HVAC Vent Terminal 10' from Lot Line & OpeningsYES
Dryer Duct Max Length 35', Labeled Over 35'YES
Interior privacy/trim/doors/main entrance 36YES
Bathroom / Kitchen WatertightYES
Low flow toilet 1.3 gal/flushing cycle -YES
showerhead/faucet
Safety glazing: w/in 5' of tub/shower - stairwell win/adj toYES
drs
Smoke Detectors: Carbon MonoxideYES
Smoke Detectors 3' from Kitchens & Baths R314YES
Every level, Every bedroomYES
Outside every bedroom areaYES
Inter ConnectedYES
Battery backup: _____YES
Attic Access 22 x 30 minimumYES
Attic Access Insulation = Attic R- ValueYES
Attic Access GasketedYES
Bathroom Fans, if no windowYES
Plumbing fixturesYES
Foundation insulation to floorYES
Energy Sticker on Elec. Panel:R-Val. & Heating SysNO
Duct work sealed properlyYES
Range Hood 400+ cfm-Fresh Air REQUIREDYES
Blower Door Test CertificationNOTalk to CHARLIE?
Emergency egress below gradeYES
Furnace shut-off w/in 30 ft. or w/in line of siteYES
Propane Tank: Proper Setback from Prop Line/StructYES
Furnace Hot Water Heater operatingYES
Relief Valve ,Heat Trap/Water Temp 110 deg or lessYES
1/2" Gypsum or House Wall and GableNO
Jul 06, 2018Page (2)
INSPECTION WORKSHEET (004808-2018)
Checklist ItemPassedComments
5/8" Type X with Living Space AboveNO
20 Minute Fire Door/Self-Closing HardwareYES
Seals on Garage Doors, esp. WoodYES
Basement stairs closed rise greater than 4 inchesYES
Basement Egress: 5s.f. window w/sill or Bilco doorYES
Garage Floor PitchedYES
Fin Elect; Energy Saving Light Bulbs 50 PercentYES
Final Survey Plot PlanNO
Arc Fault Breaker Habitable SpacesYES
Flex Gas Pipe BondingYES
As Built Septic SystemYES
Site Plan / Variance requiredNO
Truss ID Signage Installed at Electrical MeterNOV/R -WEST SIGNS
OK to Issue Temporary C/ONO7/6/18 Final Inspection Partial Approval
Remaining Items:
-Submit Final Survey
-Complete all site items as per approved site plan.
-Remove all screws from deck joist hangers and install
joist hanger nails or joist hanger hex head screws.
-Install Truss ID. V/R
OK to Issue C/ONO
O'Brien, John (Inspector)
Jul 06, 2018Page (3)
Edward K. LaPoint PE
8 Ward Lane, PO Box 190 k.eir yo
Cleverdale, New York 12820 ° N��9T
518-744-4411
eklapointpe(airgmail.com
July 11, 2016
Mr. Gordon Stockman -C
98 Aviation Road
Queensbury, New York 12804
Re: Acceptable As-Built Roof and Ceiling Framing
Single Family Residence Located on
23 Rearond Roas Extension
Queensbury, New York 12804
Dear Mr. Stockman:
Regarding the above:
1. The roof and ceiling framing were as-built inspected on July 8, 2016 and are
acceptable.
Please free to contact me with any questions or comments
t
rCLoint,
ndE
8 Ward Lane, PO Box 190
Cleverdale, New York 12820
518-744-4411
eklapointpe(a)gmail.com
1 of 1
Edward K. LaPoint. PE N
PO Box 190 1P
8 Ward Lane, 5
Cleverdale, New York 12820 `
518-744-4411
eklapointpe(cDgmail.com
F
December 17, 2015 9
SFE; ;r=
Mr. Gordon Stockman
98 Aviation Road
Queensbury, New York 12804
Re: Acceptable As-Built Septic System Inspection 12/16/15
Single Family Residence Located on
Readon Roas Extension
Queensbury, New York 12804
Dear Mr. Stockman:
Regarding the above:
1. The septic system has been installed in accordance with the approved plans
and specifications including two additional Eljen leachate pods (8 feet). The
system meets or exceeds all the requirements outlined in the New York State
Department of Health's Appendix 75A.
Please free to contact me with any questions or comments
V
. Point. PE
8 Ward Lane, PO Box 190
Cleverdale, New York 12820
518-744-4411
eklapointpe�gmail.com
r
1 of 1
CONIC-RC-7C SSD Gi;ADq-roti[ - -
-"OR 317 (8/74) NEW YORK STATE DEPARTMENT OF TRANSPORTATION
MATERIALS BUREAU
AGGREGATE TESTS
PORTLAND CEMENT CONCRETE PLANT
Po MPA 6t2ws_ ,u�
DATE TI E OF SkQA`TaGa sPP,kGs 1
0416R 3;i5 PM CLASS TEST: ❑rou ine
� Po�P� D retest
SERVED
TEST(S) COARSE AGGREGATE
REPORTED 13gradation ($minus No. 200
ON THIS O fineness modulus IImoisture 13 gradation O visual ident.
FORM II visual ident. II cleanness p moisture
CHECK FLNE AGGREGATE
SAMPLE I7 beltCOARSE AGGREGATE
❑barge Obelt
LOCATION II stockpile L7other 13 stock ile O barge
❑bin P IIbin ❑other
FINE AGGREGATE TESTS
GRADATION FINENESS MODULUS VISUAL IDENTIFICATION
SIEVE WT. % % SPEC.
RETAINED P SSING LIMITS SIEVE 100-%PAS Compares favorably to
3 8 ' o•d O. O ioo,o 100 ; ":. certified aggregate reference
0sample?
r} 24.4 �- -- y :8 5:2— 98 00- --- 4— -4 £s- - - - 0_ YES El NO
'35.3 6.5 89,3 75-100
s1.g 10. 1 78.2 6 11. 7 If "No", explain
16 50-85 16 21.8
108,5 21.2 57.1 5-6 42,9
144.6 28.2 29,8 10-30 50 '71,2.
104,4 20.4 8. s 1-10 t0 91,5
32.2 6. 3 2.2 0-3
I( . 1
,z S'
2ti3.9
FM (t10p1 2100 2.44 (MIX DESIGN)
- 1
FINE AND COARSE AGGREGATE TESTS
MINUS NO. 200 MATERIAL FREE MOISTURE CONTENT
iGREGATE SIZE DESIGNATION AGG. SIZE FINE
ORIGINAL SAMPLE DRY A NO. 1 N0. 2
WT. WET A
. AFTER WASHING DRY B W D B
. MINUS NO. 200 MA L. -B _B
MINUS NO. 200 % FREE MOIST.
A-B x 10) = x 100 = A-B
C B x 100,
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's InitialS;---_Yk&1T�)
NAME: m K N PERMIT
LOCATION: �/t/� r J > &%�7 • Det, INSPECT ON:
TYPE OF STRUCTURE:
/-7-
comments
Footings Y N NA
Piers
onolithic Slab
inforcement in Place
The contractor is responsible for'Re
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
�.
Footing Dowels or Keyway in place
Foundation Dampproofmg
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil po!j 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•\Bullding&Codes Forms\Bullding&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
Foundation Inspection Report
Office No.(5 18)761-8256 Date inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart,%'2%:A =4 am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initialsidk- !)
NAME: B a PERMIT##:
LOCATION: (- - r INSPECT ON: /��-�-/3
TYPE OF STRUCTURE:
WA- 24gta Co m n
Y N NA
Footings
Piers Gt��e
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofng
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L\Buliding&Codes Fors\Building&Codes\Inspectlon FormsVoundatlon Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
Foundation Inspection Report "dl
Office No.(518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart: �- ,4tn /pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 7JJJ��
NAME: _ o ll moo n PERMIT
LOCATION: WCO�21 Jon S d INSPECT ON:
TYPE OF STRUCTURE: Fp
Coglmenb
Y N NA
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofmg
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil voly 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 R.
L:\Building&Codes Forrns\Building&Codes\Inspection Fonns\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart- ; am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: d49ZQ
NAME: � �;C �1 PERMIT#: —, _J.`5
LOCATION: �{ INSPECT ON:
TYPE OF STRUCTURE:
1 Comments
N NA
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place �ws
Foundation Dampproofmg
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L•\Building&Codes Fortes\Building&Codes\Inspectlon Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm DepartL , pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:
NAME: S` y PERMIT#:
LOCATION: C INSPECT ON:
TYPE OF STRUCTURE: �1=
Comments
Footings Y N N A n -CIA
Piers c
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 �� Z tS C -
Footing Dowels or Keyway in place
Foundation Dampproofmg w L` 1LCL
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Fortes\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
Job#: 450736
V �R .S LOANING_ Cust ID: CURTIG
ROOF 6 FLOOR TRUSSES-CUSTOM STAIRS L STAIR PARTS
WHITESBORO,MY- ORWIGSBURG,PA Contact: JIM WRIG
PO BOX 560•NEW HARTFORD.NY 13413
1-800.366-7562"FaX(315)736J740
www.srsioan.com Dat2,;f 19/2015
0 'fin
Bill To: Ship To:
CURTIS LUMBER CO STOCKMAN p aivta..
460 BIG BAY ROAD 8 (
GLENS FALLS QUEENSBURY,NY QUEENSBURY,NY ,:n W
12801 wE P,N:hJONYN 2!
518-792.8801 ~`- Seesmaaa _ •
nx
Notes: ?NEVE PUDIE)4512
WOODTRUSS
QTY SPAN DESCRIPTION Ply WEIGHT I PITCH I OH1 ,ANTC -L OH-RCAW•R
12 22' T01 22'COMMON 1 121.8lb 7.00 I 14B ",� A 8448 11�,y
1 22' T01GE 22'GABLE 1 109-M 7.00 1'4"8 5°8 rib;¢?* 5"8
11 22' T0222'COMMON I 1 12GAlb 7.00 MS r e'1W8
11 22' T02A 22'COMMON 1 127.01b 7.00 vI ' -fl 6" 1 1'4.8
1 1516° T03 156"COMMON 1 882W SOU b°8 1'4"8
1 15G" T03GE 16'6'GABLE 1 91.Olb 14OF-'t1. 14"8 x, 1'4"8
10 TOTAL TRUSSES: 37 � TOTAL LNPE'^ 801.0
TOTAL BEAMS: 0 " ' ,p,.
TOTAL HANGERS: 0
Truss leading: TCLL TCDL BCLL BCDL <
{
46.2Psf 7psf OPst 10Psf 's 4
Spacing:24" 4 ff OT
Elevation above sea level:1000 9
.49
p .
'.4'�'r _
by
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CST-OTBver8,O5.03 page toff P"ed 91191201811.0:47 AM