2003-834 TOWN OF QUEENSBURY
742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518)761-8256
CERT IFICATE OF, OCCUPANCY
Permit Number: P20030834 Date Issued: Monday,March.01,2004
.This is tocertify that work requested to be done as'shown-by Permit-Number -:. n
y P20030834
has beetcompleted.
Tax Map Number: 523400-308-008.0001=064-000-0000
Location: 4 KYLIANS,Way
Owner: BURNT HILLS LLC
Applicant: CLUTE ENTERPRISES INC.
This structure may be occupied'as a:
By Otdet of Town Boatd
Garage-2-Cars Attached TOWN of QUEENSBURY
Single Family Dwelling
Duector 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: P20030834 Application Number: A20030834
Tax Map No: 523400-308-008-0001-064-000-0000
Permission is hereby granted to: CT,I TTF,FNTF.RPRTSF,S TNC.
For property located at: 4 KYLIANS Way
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 Constructi value
Owner Address: BURNT HILLS LLC
15 F BIRDIE Dr Garage-2 Cars Attached
QUEENSBURY NY 12804-0000 Single Family Dwelling $110,000 00
Total Value $110,000.00
Contractor or Builder's Name /Address Electrical Inspection Agency
CLUTE ENTERPRISES INC.
13 DAWN Rd
OTTEENSBTTRY_ NY 12804
Plans&Specifications
2003-834 LOT#10 HSE#4 KYLIAN'S WAY
1232 SQ FT SINGLE FAMILY DWELLING WITH 2'CAR ATTACBED GARAGE AS PER PLOT
PLAN SPECIFICATIONS
$205.44 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, October 07, 2004
(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 T Queens ury; Tuesday, October 07,2003
SIGNED BY for the Town of Queensbury.
Director of Buildin o Enforcement
Building Permit A,pp1 cat1on.
Town of Queensbury—Dept of Community be'velopnW,nt,742 Bay Road,Queensbury,NY
(SI8)761=8 56,
I
A permit must be obtained before beginning construction.,' ! Permit File No.�O 3-
No inspection will be made until applicant has received a.' Fee Paid $ S.1-4valid building permit. All applicants' spaces on this : "' ' Rea.Fee Paid $
application must be completed and must appear on the Reviewed By:
application form.
Applicant: �.�-V- I r=-,�
Address: %11�!, C:>V` .. -. loch Address:
$4
Phone#(ta)323 - —t:)-r-7 Phone#(_) -
� PAID
Property Location: Lot Number: LAC>'/ House Number L-f 26�
Subdivision Name: Tax Map Number:
Iar New Buildin residdeenc commercial 'Estimated Market Value of Construction:$ L t�f 0.0
0 Addition: residence/ commercial ff*114 Addition,what will use of new addition be?
0 Alteration: residence/ commercial
0 No change to exterior size: residence/com'l,
0 Other work{describe
Check Occupancylnformation 1` Floor_ :;,Z'a Floor Other floor Total
Below sq,ft. sq.ft. sq.ft. Square Feet
Single family dwelling';•',
0 Two family dwelling
0 Townhouse !
0 Multifamily dwelling
#of units C i 0 1 2003
0 Office
0 Mercantile TOWN OF QUEE 51:5ur
0 Maaufactutin PLIM A U
0 1 car detached garage
0 2 oar detached garage
0 3 car detached garage
0 1 car attached garage ! '
2 car attached garage -
'0 3 car attached garage
0 Storage building- i.
commercial
0 Storage building-
residential
0 Other
What is the proposed height of the stricture feet inches
Will any second-hand or ungraded.lumber be used? If so;for what?
Type of Ideating System electric/ of as/ ood /forced hot air! baseboard I other:
Number of Ftrenlaces to be installed :Number'of Woodstoves to be installed
List below the person(s)responsible for supervision of work as regards to building codes:
Name f Atidress Phone Number
Builder
Plumber F .f
Mason Y
Electrician
Declaration: please sign below after you have carefully lead 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 Ordinance and all other laws pertaining to the proposed work shall be complied
with,whether spe ' d,and that such work is authorized by the owner. Further,it is understood that I/we shall
submit,prior ertificate of c Compliance being issued,as requested by the Zoning
Adrtlinistr r or Director of g and Cod s t v by a licensed surveyor;drawn to scale,showing actual
locati f all new cons
Si tore:' owner,owner's agent,architect,contractor
Application for Permit— S;epilc Disposal System
.Town of Queensbury 742 Bay Road,Queerisbury,My 12804 (518) 761-8256
1. OWNER INFORMATION: � . ' : :• ,f '
Location of insta Office Use -.............................3
File Permit i
tv
Tax Map No. !cm � { `i.� � � j
Owner's Name: �� ; C- Fee Paid
_.............................. ........................wN................
Address:
2. INSTALLER'S NAME : t�,' �1-..L— �4--�o---`` - PHONE NO. t3 —7a 77 '
3. RESIDENCE INFORMATION: (circle year of dwelling,indicate#bedroom(s) and multiply#.of
bedrooms with Applicable'.:galions per bedroom to equal total daily flow)
, 3 .
Year of House: No of Bedrooms x Computation — Total Daily Flow
1980 or older x 156'gal/bdrm =
1980— 1991 x 130 gal/bdrm =
1991—present 7z'.. x 110 gal/bdrm =
Garbage Grinder Installed yes / no
Spa or Hot Tub Installed yes_ / no=5
4. PARCEL INFORMATION: (circle applicable informatidn&indicate measurements)
Too a h a Ground Water ' Bedrock r Im envious Materialteshc a u 1 san atwhat'depth at what deptho ing oam feet feet
Steep slope clay ll; water supply/o slope other any septic-system
depth: absorption is ft.
other
Percolation Test: (To be completed by licensed pro"cssonal engineer or architect)
Rate: minute per inch
5. 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). Add 250 gallons to the size
of the septic tank and leach field for each Garbage Grinder;Spa or Whirlpool Tub.
Septic Tank: t IO gallon(min. size 1,000 gal.)
Tile Field: each trench `cl ft. Total System Length: --C�Z) ft.
Seepage Pit(s): number of size;of each: ft. by ft.
Size of Stone to be used: # / depth or thickness feet
Bed System Size: ,x
Alternative System: length and/or size
6. HOLDING TANK SYSTEM: (if required) T'.
Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons
Note: Alarm System and associated electrical York must be inspected by a Town approved
electrical inspection agency.
7. SIGNATURE &INFORMATION FOR RESPQNSIBLE PERSON(please read)
For your protection,please note that p*-tiiant to Section 136-29 of the Code of the Town
of Queensbury, any permit or`approyal'.gra�tcd 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 ehalf of ati applicant, shall be void.
I have rea a regulati n respe, this an `lication and agree to abide by these and all
requir ents of the o f Queens Sanit Sewage Disposal Ordinance.
ANarreiture of responsible person Date
ENERGY CODE COWLIANCE-APPLICAT'ION .
TOWN OF QUEENSBURY, WARREN COUNTY .
9000 BEAT ING DEGREE DAYS 9
Compliance Methods:Part'5 Acceptable Practice Method- l&2 Family Dwellings(oy 2003
Part 6*-Thermal.Rating—Component trade Offs 1&2 Family LYwe ling,
,Multi=Family Dwellings(3 Stories or less)
o n E+,5
Part 4*-Design by Component Performance,Commercial Bdings
Rise Residential
*Requires submission of worksheets ,
APPLICANT'S NAME: PROPS LOCATION: �
PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE;
1. Gross Floor Area DL�Z) square feet
2. Type of heat- Electric . Oi< Other
3. is building mechanically cooled? No
Percentage ofarea of windows and doors = Over 17% LL Under-17% _
5. R=VALUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO R VALUES AS `
SHOWN ON PLANS SUBMITTED:
a: Roof R 3C)
b. Exterior walls R 9
C. Glazed areas R
d. Exterior doors R
e. Floors over unheated spaces . R --
f. Edge of slab on grade.(Heated building) R
g. Basement/cellar walls(above grade) R t '�
h. Basement/cellar walls(below grade) . R i i
i. Heatinglcooling-ducts-piping in unheated space R
6. Service(domestic)hot water heating device
Conforms to minimum efficiency per code_ Yes No
Mp CQ MUM SETTING 140—WILL NOT BE EXEEDED
plie is a Date Phone Namber
INSP CTOR'S MARKS:
IT
APPLICATION FOR-PUBLIC ACCESS TO RECORDS lt °
TO: TOWN OF'QUEENSBURY
RECORDS ACCESS OFFICE
6`5=
742 BAY ROAD ` f�":., :�� ;{� v n�
QUEENSBURY, N.Y. 12804 y.` C�" CE
I, hereby apply to inspect the following records.
t
EXPLAIN PURPOSE:
-mco� -1 Lack—
APPLICANTS NAME:
MAILING ADDRESS: i
AGENCY USE
APPROVED DENIED
Record of which this agency is legal Custodian cannot be found:
Signature/Title
Date:
rwwrrrrwrrrrrrwrrww rrrrAwrwrrwwrrrwrwrnwwrrr..rrrrrrrrr '
N13ME, You have a right to appeala denfal of this applfcatfon to the Head of the Agency,who must fullyeuplain hfs
reasons forsuch denlalln writing seven days ofrecelpt of an appeal.
Iherebyappeal.•
Signature
TOWN OF QUEENSOURY,TOWN CLERK'S OFFICE 742 DAY ROAD,QUEENSBURY,NEW YORK 12804
E-MAIL townclerk(Mqueensbunr.net Fax No. (5181745-4474 Phone No.(518)761-8234
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. (518)761-8256 Arrive: rt:
Date Inspection request received: Inspector's Initia
NAME: RMIT M
LOCATION:
TYPE OF STRUCTURE:
Comments
Y N N/A
Chimney Ht./"B"Vent/Direct Vent Location
Fresh Air Intake 16�
3 inch Plumb Vent through roof minimum 6"
Roof Complete/Exterior Finish Complete
Guard 30 in. or more @ stairs,decks,patios
Guard at stairwell at 34 in. or more
Guard at deck,porches 36 in,or more
Exterior Finish Complete
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 V2"
Gnsum
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 Valve(s)installed/Heat Trap/Water Temp 110
Interior privacy/trim/doors/main entrance 36 in.
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors:
Every level: _ / Every Bedroom: 411
Outside every bedroom area:
Inter Connected: — / Battery backup:
Carbon Monoxide Detector
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
Floor truss, draft stopping finished basement 1,000 sf
Emergency egress below grade
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/'/4 hour fire door/door closer
Duct work Sealed 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, I sq. ft.-150 sq.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
Oka to issue C/C orC/0 (Temporary/Permanent]
L:\PamWlBuildiniz&Codes\lnsvection Forms\Res. Final Insm form 2.docLast minted 2/12/04
I
/ Queensbury Building & Code EnfoI cement - Residential Final Inspection
Office No. 518 761-8256 /t -
Arrive: a n D rt- _ am/
Date Inspection request received: Inspector's Initials: _ r
NAME: ==���� -% IT#:
LOCATION:
FATE: v, _— --
TYPE OF STRUCTURE:
Comments
Y N NlA
Chimney Ht./"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumb Vent through roof minimum 6"
Roof Complete/Exterior Finish Com fete
Guard 30 in.or more @ stairs,decks,patios
Guard at stairwell at 34 in.or more
Guard at deck,porches 36 in. or more
Exterior Finish Complete
Interior/Exterior Railin s 34 in. to 38 in.
Platform at all exterior doors
Interior Handrails stairs 2 or more risers
Enclosed Stairs Sheetrock Underside minimum %Z"
G sum
Grade awa •from foundation 6 in. with 10 ft. �f ` `
Handrail Termination at Newell Post or Wall � — C_ -7iVVT� lj
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-aff boiler
Relief Valves installed/Heat Trap/Water Temp 110
Interior privacy/trim/doors/main entrance 36 in.
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells sa ty glazing
Interior Smoke Dete ors: /
Every level: / EveryBedrgetm: V
Outside every bedroom aria: ✓ /
Inter Connected: c/ 1 Battery backu v/
Carbon Monoxide Detector
Bathroom Fans, if no window
Plumbing,fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 sf X �i_� 1v
Emer enc a ress below grade
Basement stairs closed rise>4 inches g
Garage Floor Pitched
Garage fireproofing/1/4 hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area
Crawl Spaces I8"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/C} Temporary/Permanent]
L:1PamW\Building&Codes\Inspection FormslRes. Final Insr,.form 2.docLast printed 2/12/04
Residential Final Inspection
Office No. (518)761-8256 Date Inspection reque - ei
Queensbury Building&Code Enforcement Arrive: pra D art:
742 Bay Rd., Queensbury,NY 12804 Inspector's Initi s.
NAME: T#:
LOCATION: ia Y:)N x--%A.t�6 t� ATE:
TYPE OF STRUCTURE:
Comments
Y N N/A
Chimney Ht./"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumb Vent through roof V.
Roof lete
Guard 30 in.or more @ stairs,decks,patios
Guard at stairwell at 34 in. or more
Guard at deck,porches 36 in.or more
Exterior Finish Complete
Interior/Exterior Railings 34 in.to 38 in.
Platform at all exterior doors
Interior Handrails stairs 2 or more risers
Grade away from foundation 6 in.with 10 fte
Handrail Termination at Newell Post or Wall
8 inch clearance to sill plate e-;3z'�
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 Valve s)installed V
Interior privacy/trim/doors/main entrance 36 in.
Bathroom/Kitchen watertight
Safety glazing A,
Window in stairwells safety glazing
Interior Smoke Dete rs: 1-11
Every level: E�y�Bed _M:
Outside every bedroom
Inter Conned: 7/* Batter ybackup:
Bathroom Fans,if no window V/1
Carbon Monoxide detector
Plumbing fixtures
Foundation insulation A
Floor truss,draft stopping finished basement 1,000 sf /
Emergency egress below grade
Basement stairs closed rise>4 inches
%hour fire door/door closer
Garage fireproofing
Duct work Sealed properly
Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible ar:ei::�
Crawl Spaces 18"x 24"access, I sq.ft.-150 sq. 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(Cert. Of Compliance)
Okay to issue Temporary C 0(Cert. Of Occupancy)
Okay to issue Permanent C I 0(Cert.Of Occupan y)
L:\SueHen-dngNvayABuilding.Codes.Inspection.FORMS\Res.Final Insp.form 2.doc edited January 28,2003
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Rough Plumbing / Insulation Inspection Report
Office No. (518)761-8256 Date Inspection request ec ived:
Queensbury Building&Code Enforcement Arrive: p D 1 a p
742 Bay Road, Queensbury,NY 12804 Inspector's Initial
NAME: Q-�-ud� PERMIT #: 03 3
LOCATION: ` INSPECT ON: 1 . �-�
TYPE OF STRUC
Y N NIA
PVC: R-1,R-2,R-3,R4 Drain/Vents
Cast rou,Copper Drain/Vent/Comm.
_Pl_ bin Vent/Vents in Place
,96en
u Piumbi i I Nail Pl"ates-p tJ
1 h 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
Water Supply Piping
Cooper Commercial
(4Coo er,CPVC,Pex One and Two-Famil
//'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 properl /No duct tape
COMMENTS:
LASueHemingway\Building.Codes.Inspection.FORM s\Rough Plumbing Insulation Report.doc November l7,2003
P/I-( l
Rough Plumbing Insulation Inspection Report
Office No.,(518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm. Dep art:k,
742 Bay Road, Queensbury,NY 12804 Inspector's Initials:
NAME: PERMIT #:
LOCATION: INSPECT ON: D7
TYPE OF ST
Y IN N/A
PVC: R-1,R-2,R-3,R4 Drain/Vents I
t Iran, Copper Drain/Vent/Comm.
41umbing Vent/Vents in Place
Rough--, -lumb -Nail Plates
_T -jpg/ ,
Draj' Size
m
Washing Machine Drain 2 inch win.
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
Water.Supply Piping
Cooper Commercial
Cp-Qp_.er,-CPVC,Pex One and Two-Family I
6-sulqtfioWjN0sjdehtial Check/Commercial Check I/
ki6jWiVent,Attic-Ve"pt
Duct/Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed properlyl No duct tape ,
COMMENTS:
L:\SueHei-ningway\Building.Codes.higpection.FORMS\Rough Plumbing Insulation Report.doc November]7,2003
Rough Plumbing / Insulation Inspection Report zj
Office No. (518)761-8256 Date Inspection request received:,
Queensbury Building&Code Enforcement Arrive:-am/pr Danart:& :f)am/pm
742 Bay Road,Queensbury,NY 12804 Inspector's Initials:
PERMIT .ERMIT
LOCATION: La1 i U o_/oT INSPECT ON: id 0
TYPE OF STRUCTURE:
Y N N/A
PVC: R-1,R-2,R-3,R-4 Drain Vents
Cast Iron,Copper Drain/Vent Comm.
Plumbing Vent Vents in Place
Ro Plumbing/Nail Plates
ead or Air Supply Test
Dfain and Vents
5 PSI or 10 ft. above highest
Connection for 15 minutes
Water Supply Piping
Copper Commercial
Copper, CPVC,Pex One&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
COMMENTS:
�L-.\SucHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doe January 28,2003
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: ISO am/pm Depart: am/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials:
NAME: PERMIT#: 6
LOCATION: -INSPECT ON: )/Z 3,lei
TYPE OF STRUCTURE:
Framing Y JN/A COMMENTS
Jack Studs 1 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
I V2(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. /4, (0 14 X&
Garage Fire Separation
House side V2 '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
I.ASueH emingway\B u i Id in&Codes.Inspection.FORM STrarnin g Firestopping Inspection Report.doc January 28,2003
5- 1-03; 10:3OAM;CL.B DC GIUEENSBURY ;518 8-85 0504 # 8/ 18
Job Mark Quan Type Span ' Pl-H1 Left OH Right OH Engineering
T03011565 245212T 520 4.3 - 240000 5 1- 0- 0 1- 0- 0 -
U#0225 J#STOCK60
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2x4:•. 2x4:
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5-4-1
5x6= Sxs
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3x4= 4x4- 3x4c
W:500 W:509
crR:2064 R:206A
198 U: 19$
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TC -6-9-3 5-2-13 5-2-13 6-9-3 '
BC-._.-_ -• 8-3-11 --- �4=4=l0 .--
------ 24-6-0ALL PLATES ARE LOCK20
Scale:0.260"-1'
Robbil:5 Engineerina, Inc./Online Plus- APPRD)(. TRUSS WEIGRT: 133.0 Lss
Online-Plus -- Version 13.5.028 PLATING CONFORMS TO TPI REVIEWED BY:
RUN DATE: 1-16-03 VERIFY PLATE VALUES WITH Robbins Engineering, Inc.
BOBBINS ENGINEERING. PO Box 280055
CSI SIZE LUMBER 1.15FB GRIP BASED ON SYP/SPF LUMBER Tampa, FL '33682
TOP p.94 2X 4 1656fii.S 1897 USING GROSS AREA TEST METHOD.
BTM 0.76 ZX 4 165OF1.5,1097 PLATES - 20 GAUGE LOCK REFER-TO ROBBINS ENG. GENERAL
Was 0.60 BX 4 SPFS-STU 7S9 GRIPPING 514-250 PSZ.PER PAIR NOTES AND SYMBOLS SHEET FOR
REPETITIVE MEMBER INCREASES: - INCLUDES 15.0% INCREASE ADDITIONAL SPECIFICATIONS.
FB 15.06 FT O.D$ FC 0.0� TENSION 1339- 465 PLZ PER PAIR _ ..
SHEAR 784- 5D6 PLZ-PER PAIR NOTES:
LATERAL BRACING: 1. TRUSSES MANUFACTURED BY - t.
TOP CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y SARATOGA LUMBER TRADERS
BTM CHORD - CONTINUOUS A 2001 5,00 X 6,00 5.4 3.5 2. EMPIRICAL ANALOG ZS USED.
TRUSS SPACING - 24.0 IN, B 3010 5,00 X 5.00 CTR CTR 3. WIND LOADS - ANSI/ASCE 7-98
C 2001 5.00 X 6.00 5.4 3.5 TRUSS IS DESIGNED AS A '
STANDARD LOADING D 1010 3.00 X 4.00 1,5 1.5 -LUMBMAIN WIND-FORCE RES SYSTEM
PLATER STRESS INCREASE: 15.0� E 1010 3.00 X 4.00 2..5 1.5 FOR EXTERIOR ZONE LOCATION
PLATE STRESS INCREASE: 15.OB F 1001 2.00 X 4.00 CTR CTR WIND SPEED - 90 MPH
LOADING LIVE DEAD (PSF) G 1D01 2.00 X 4.00 CTR CTR - MEAN ROOF HEIGHT - 25'
TOP CHD 60.0 10.0 Sl 1100 4.00 X 4.00 CTR 0,0 EXPOSURE CATEGORY - C
BIM COD 0.0 10.0 OCCUPANCY FACTOR - 1.00
TOTAL 60.0 20.0 80.0 ENCLOSED BUILDING.
SUPPORT CRITERIA TC DEAD LOAD = 6.0 PSF
JT REACT WIDTH JT REACT WIDTH BC DEAD LOAD = 6.0 PSF
LES IN-SX LBS IN-SX 4. PREVENT TRUSS ROTATION AT
A 2004 5- B C 2064 5- 8 ALL BEARING LOCATIONS,
S. FASTEN TRUSS TO 13RO A
LEFT RIGHT FOR 198 LBS OF UPLIFT,
HEEL DIN -- 9SX 02N - 4SX ,WHILE PERMITTING NO UPWARD --
MOVEMENT OF.WALL OR BRG.
MEMSR CSI. P(LBSI MIST M@2ND 6. FASTEN TRUSS TO BRG C
TOP CHORDS FOR 197 LBS OF UPLIFT,
A-F 0.94 3518 C 3396 -5004 2285 -5004 WHILE PERMITTING NO UPWARD
B-G 0,87 3133 C 285
F-H 0.87 3133 C -2285 MOVEMENT OF WALL OR BRG.
'
G-C 0.94 3518 C 5004 -3396
BOTTOM CHORDS
A-E 0.76. 3255 T -471 -1210 '
E-Sl 0.54 2214 T 1210 426
Sl-D 0.54 2214 T -425 -1210
D-C 0.76 3255 T 1210 471 �� NEE-
WEBS
F-E = 791 C E-B = 1094 T g
A
B-D = 1094 T D-G = 797 C
CA
DL+LL DEFL = 0.3en IN G-C G'
LL DEFL = 0.201, < BRG-SPAN/240
SPAN/DEFL (DL+LL) = 763 f (�M.6+\ 1
Robbins Engineering.Inc,ocnline Plusom!r 1996.2003 Version 13.S.026 Engineering-Pontalt 01/16/03 1:01:20 PM Page 1 '
tim 1 7'9t1n
Job Mark Quan Type 'Span P1-H1 Left OH Right OH 17En_8ineering
T03011565 2452GT 100 TR 2400'00 5 2- 0- 0 2'- 0- 0
tT#0225 J#STOCK60
4x4
HO 4-1 2x4 B 2x4 NO 4-1
--- .
J M
2x4 I 2x4
s H 1 0
2x4 2x4
F Q
5-4-1 2x4 2x4
D� S
i
3x4= i 3x4-
A C
E G S K L N P R T
2x4 2x4. 2x4. 2x4 5x5_. 2x4 2x4 2x4 2x4
�T�/TT 7 7 Z T1
SPL
TC 2-0-0 4-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 4-0-0 2-0-0
�.
BC ----_-� - 4 -0-0 ---`
--_ --- - ------- 24-0-0--._.-.----
ALL PLATES ARE LOCK20
Robbins Engineering, Ins../Online Plus, APPROX. TRUSS WEIGHT: 152.9 LBS
Online Plus -- Version 13.5.028 DL+LL DEFL = 0.03" IN S-C REVIEWED BY:
RUN DATE: 1-16-03 LL DEFL = 0.01" < BRG-SPAN/240 Robbins Engineering, Inc.
SPAN/DEFL (DL+LL) = 999 PO Box 280055
CSI SIZE LUMBER 1.15FB Tampa, FL 33682
TOP 0.31 2X 4 SPF-#2 1510 PLATING CONFORMS'TO TPI '
BTM 0.25 2X 4 SPF-#2 1510 VERIFY PLATE VALUES WITH REFER TO ROBBINS ENG. GENERAL
WBS 0.15 2X 4 SPFS-STU 759 ROBBINS ENGINEERING. NOTES AND SYMBOLS SHEET FOR
REPETITIVE MEMBER INCREASES: GRIP BASED ON SYP/SPF LUMBER ADDITIONAL SPECIFICATIONS.
FB 15.0% FT 0.0% FC 0.0% USING GROSS AREA TEST METHOD.
PLATES - 20 GAUGE LOCK NOTES:
LATERAL BRACING: GRIPPING 514-250 PSI PER PAIR 1. TRUSSES MANUFACTURED BY -
TOP CHORD - CONTINUOUS INCLUDES 15.0% INCREASE SARATOGA LUMBER TRADERS -
BTM CHORD - CONTINUOUS TENSION 1339- 465 PLI PER PAIR 2. EMPIRICAL ANALOG IS USED.
TRUSS SPACING - 24.0 IN. SHEAR 784- 506 PLI PER PAIR 3. WIND LOADS - ANSI/ASCE 7-98
TRUSS IS DESIGNED AS A
STANDARD LOADING JT TYPE PLATE SIZE X Y MAIN WIND-FORCE RES SYSTEM
LUMBER STRESS INCREASE: 15.0% A 2001 3.00 X 4.00 5.9 3.1 FOR EXTERIOR ZONE LOCATION
PLATE STRESS INCREASE: 15.0% B '3001 4.00 X 4.00 CTR 2.2 WIND SPEED - 90 MPH
LOADING LIVE DEAD (PSF) - C 2001 3.00 X 4.00 5.9 3.1 MEAN ROOF HEIGHT - 25'
TOP CUD 60.0 10.0 D 1001 2.00 X 4.00 CTR CTR EXPOSURE CATEGORY - C
BTM CAD 0.0 10.0 E 1001 2.00 X 4.00 CTR CTR OCCUPANCY FACTOR - 1.00
TOTAL 60.0 20.0 80.0 F 1001 2.00 X 4.00 CTR CTR ENCLOSED�BUILDING.
SUPPORT CRITERIA G 1001 2.00 X 4.00 CTR CTR TC DEAD LOAD = 6.0 PSF
CONTINUOUS BETWEEN JNTS A 6 C B 1001 2.00 X 4.00 CTR CTR BC DEAD LOAD = 6.0 PSF
I 1001 2.00 X 4.00 CTR CTR 4. ANCHOR '.TRUSS FOR A TOTAL
LEFT RIGHT J 1001 2.00 X 4.00 CTR CTR HORIZONTAL LOAD OF 103 LBS.
HEEL GIN - 4SX DIN - 4SX K 1001 2.00 X 4.00 CTR CTR 5_ FASTEN TRUSS TO BRG'A
L 1102 5.00 X 5.00 CTR 3-0 FOR 130 LBS OF UPLIFT,
MEMBR CSI P(LBS) M@1ST M@2ND M 1001 2.00 X 4.00 CTR CTR WHILE PERMITTING NO UPWARD
TOP CHORDS N 1001 2.00 X 4.00 CTR CTR MOVEMENT OF WALL OR ERG.
A-D 0.31 82 C 538 -1667 0 1001 2.00 X 4.00 CTR CTR G. FASTEN TRUSS TO BRG C
D-F 0.31 115 C 1667 -300 P 1001 2.00 X 4.00 CTR CTR FOR 140 LBS OF UPLIFT,
F-H 0.11 Ill T -38 75 Q 1001 2.00 X 4.00 CTR CTR WHILE PERMITTING NO UPWARD
H-J 0.12 134 T -75 25 R 1001 2.00 X 4.00 CTR CTR MOVEMENT OF WALL OR BRG.
J-B 0.11 153 T -25 98 S 1001 2.00 X 4.00 CTR CTR 7. FASTEN TRUSS TO BRG E
B-M 0.11 147 T -83 lie T 1001 2.00 X 4.00 CTR CTR FOR 150 LBS OF UPLIFT,
M-O 0.12 110 T -118 167 WHILE PERMITTING NO UPWARD
O-Q 0.11 Be C 611 -300 MOVEMENT OF WALL OR BRG.
Q-S G.31 115 C 300 -1667 The transfer of loads to the roof B. FASTEN TRUSS TO BRG I
S-C 0.31 82 C 1667 -538 Diaphragm and bracing for FOR 82 LBS OF UPLIFT,
BOTTOM CHORDS horizontal wind loads is the 'w"""""`` WHILE PERMITTING NO UPWA.'4D
A-E 0.25 87 T 63 24 se'�s �� NT OF WALL OR BRG.
Responsibility Of the Building 1-�� 1_
E-G -0.11 87 T -24 -6 Designer. ;'`•,?ky.4';,. •P� TRUSS TO ERG K
G-I 0.04 87 T 6 1 c A �w LBS OF UPLIFT,
I-K 0.03 87 T -1 0 !l�;`.% (•'' KNITTING NO UPWARD
i
K-L 0.02 87 T 0 0 j��: �� "�:-:u�{ tab OF WALL OR BRG.
!Y ! 1
L-N 0.02 87 T 0 -2JilA`1.FAST ) SS TO ERG N
N-P 0.03 87 T 2 9 *'•- S OF UPLIFT�:,.
P-R 0.04 87 T -9 -36 � WHI ITTING NO UPWARD
R-T .0.11 87 T 36 138 11 ; �`il�s_,
1 F WALL OR'BRG.
T-C 0.25 87 T -138 -355 jJ4 AS SS TO BRG P
WEBS '. �ar°-F0 HS OF UPLIFT,
:. r E-D = 464 C G-F = 211 C �-1`' '/� '� RMITTING NO UPWARD
I-H = 295 C K-J = 288 C
OF WALL OR BRG.
L-8 = 191 C N-M = 288 C `i� r~ d�y TRUSS TO BRG T
P-O = 295 C R-Q = 211 C r 242 LBS OF UPLIFT,
T-S = 464 C WHILE PERMITTING NO UPWARD
Robbins Engineering.Inc./Online Plus'",-P 1996-2003 Version 13.5.028 Engineering-Portrait 01/16103 1:01:21 PM Pace 1 MOVEMENT OF WALL OR BRG.
Intl I , ry Inns'
DISPATCH 18887677245 05/05 '03 1618 N0.940 03/04
Mark Quern Type 'Span P1-H1 Wt OK Rigk>lt,6# - �»gineering
T03011565 2852�T �oo � 2aoo�c� s a- o- a z- o- o'
U#0225 J#STOCK60
_-. RO 4a1 2x4 19 2x4 RO 4-1
3x6� 2x4 L O 2x4--
2x4
y"---ZYM K S 52 2x4,
6-2-1 2x4 . F 2x4-
,�-
A G
E Gr x 2C M X. P R T. Y x'
2x4. 2x4 2x4• 2x4 2x4 5n6= 2x4 2x4 2x4 2:W ' 2xA
TC 2-0-0 4-0-0, ,„•,2-O-, 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0;_2-0-0-2-0-0 2-0_0 2-0-0 +�-0-0
=0�G =t5=0 •2=0=fit 2�13- 2=U iS-2=0=t5--a=d-4--"
ALL PLATES-ARE LOCK20 scale:0 2101=1'
Robbins Enaineerinq, Etc./Online Plus" APPROX= T�USs wEIGiT: 188:4 LBS
Oniina PS'na -- Version 13.5.028 M4a0IR CSi P(LSS} b1Q1ST MR2ND
RvN AATts 1-16-03 X-W -464 C REVIF.D4ED BY.
Robbins Engineering, Ine.,
CSI 8%3x LTl%ZR 1115m DL+LL DEFL'a 0:03" IN,W-C Po Bak 2300Bs
TOP 0.32 2X 4 0Ak'-#2 1510 LL DEFL ■ 0..01" { mr.-SPAW/240 a7 FL "32602
ATM 0.23 2X 4 SPE'-#2 1510. SPAN/DF.A7. mt,+LL} - 999
was 0.21 2x 4 SPFS-8TU 759 REFER TO R4SSiN9 ENG, GgNE n
Am 7G'4m MJIDOkA irPtCAMES: PLATING CONFORMS TO'Tex NOTES AND SYMBOLS SHEET FOR,
FA 15.0% 8T1 0.09 ' gC 0.08 vim rx M.TR 4ALVE$,,wxT$ROAR A>7AITION1tx 9RECIfi1CAT24>tt>1.
'GAI%'*Z 1}RACIN#: GRIP ZMUSED P/SPF LUMSE1% NOTES:
TOP cam - CONTINUOUS USING GROSS =A TEST MEMEI. 1. TRUSSES MANUFAC1URM BY -
ATM CHORD - CONTINUOUS PLATES - 20 GA= LOCK ' _ SARATOGA LUMBER TRADERS.
TRUB$ SPACING - 24.0 IN., GRT$PING-$14-250 PSI,PXR PATR- 2`.'"XXIM ANALOG,I$ USED.
INCLUDES 15.9% INCREASE 3. WIND LOADA - ANSI/AS(MF 7-90
GTANDARD LOADING TENSION 1339- 465-P41 PER PAIR TRUSS SS DESIGNED AS�4A
1AWE.R STRESS INCREASE: 15.0% SPEAR 7047 "0 PL% ).PM-PAIR MAIN WIND-FORCE RE.SM: SYSTEM
PLATE. STRESS INCREASE: 15.0$ FOR UMTOR 911m wmTION
LOAOSNG LYVE .DEAD (PSF') JT TXPE PmTZ $IZE X T 9Pm SPEW - 90 Mitts#
TOP coo 00101 10.0 A 2001 3.00 X 4:00 5.g 3,1 Mw ROOF imICAT - 25,
BTU CBD 0.0 10-0 B 3001 d.00.X 4.00, CTR 2.2 EXPOSURE CATEGORY C
TOTAL 60.0 20.0 ' 60.0 C 2001 3.00'X 4.00 5.9 2.2. OCCUPANCY FACTOR - 1.00
SUPPORT CRITERIA D 1001 2.00 X 4.00 4'T'R C:TR - ENCLOSED BUzzvzt;m.
CONTINUOUS BETWEEN JNTS A 6 C E 1001 2.00 X.A.00. CTR = TO DEAD LOAD ,a 6.0 PSF
$' 1001 2.00 X 4.00.;' CTR =A be Tam LOAD, ■ 0.0 pop '
LEFT RIGHT a 1001 2.06 x 4.00 cTR cTR 4. ANCHOR TRUSS FOR A =AZ
HEEL ()IN - 49X OIN 42x E 1061 2.00 x 4.00. CTR CTR HORIZONTAL LOAD OF ,110 LA6. '
I .1001 2.00 X 4.00 CTR CTA 5: FASTEN TRU$8 TO BR¢ A
kIROR COI P(LB3) WIST Me= J 1001 2.00 X 4.00 CTR CTx FOR.111 LBO OF UPLIFT,
TOP Coms X 1001 2,00 X 4.00 CTR CTR "Its PERMITTING No UPWARD
A•-D 0,3x 06 t -20 483 to 1001 2.00 X•4.00 .CTR CM MOV A* or WAt.L OP SAO.
D-F ' 0.32 106 C. 1009 -299 M '1001 2.00 X 4.00 CTR CTR 6. FASTEN TAUS$ 'CO ORO C
F-S1 0.07 110 T - -40 -36 N 1102 5.00 a 6.00 CTR 3.0 FOR 133 Las or UPLIFT,
$1-H 0.12 114 T 36 63 O 100% 2,00 X 4,00 CTR CTR WHILE PERMITTING NO UPWARD
11-0 O.x2 133 T -63 70 P 1001 2.00 X 4,00 CTR CTR, MOVEMENT OF WALL OR BAG.
d'-L 0.111 156 T -70 16 Q 1001 2.00 x 4.06 Cm CTR 7, PAS%", TRUSS TO BRG E
L-8 0.11 174 T .-1S 110 R 1001 '2.00 X 4.06' CTR CTR FOR 152 m OF uPi.xl*r,
D-O 0.21 .140 T. -95 110 S 1002 , 2,00 X 4.00 On CTR WHILE PERMITTINO.NO UPWARD
0-0 ' 0.11 132 'r -110 Is% x 7.00% 2.00 X.4.00 CTR CTR MO7=Q= OF WALL OR AUG.
Q-S 0.12 94 T -%5% .160 it ZOOS 2100 x 4.00 CTR CTR $. MOTEN TRUSS To BRG I
5-52 0.12 66 If -67 -37 V 1002 2.00 x 4.00 cm `CTR FOR 81 zas OF UPLIFT,
S2-U 0.07 101 C -32B -299 W 1001 2.00 x 4.00 CTR CTR MILE PICAM TTZM NO t:FGi m
U-w 0.32 106 C 299 -10s9 x 1001 2.00 x 4.00 'mt cTR niovwam OF WALL OR BRG.
W-C 0.31 13 C Z669 -533 S1 1100 3.00.x 4,00, CTR o.2. S. FASTEN TAV89 TO AR4 X
BOTTOM "4RORSis 32 1100 3.00 X 4.00' cim 0.$ FOR -73 LAS OF UPLIFT, -.....•�,:...,„
A-E 0.25 X02 T 56 21 WHILE P=edTTnm Nb
E-G 0.11 102 T -2% -3 '1`he an GF of loads TO tk1C roof MO T OF WALL o
e-S 0.04 102 T 5 T 10. FASTEN TRUSS TO
I-K 0.02 102 T -1 0 Diaphragm emd.bracing for AOii 73 Las_OF f� ev A. A4
E-M 0.02 102 T o 0 horm, ntal wind Ioads is the WHIL2 PZINZTT
M-N 0.02 102 T 0 0 i :S Ori8lbi�i MOVEMENT OF 7�
N-'P 0:02 102 T 0 6 P �y Of the BulldiAg 1x. FAsx r.rRvss "P
P-R 0.02 102 T 0 -2, Designer. FOR 72 t,$s O xFT
R-T 0,02 102 T 2 10 WHILE PSRMI !7C
T-V 0.04 102 T -SO -38 TIUVEIkIIENp OF
V-X .0.1% 102 T 38 142 12: EhB N TBS
P.-C 0,23 102T -342 -366 14. FASTEN 2`ts 0 TO BRG X " FOR 74 ASS 0 t 4y Q•
WEBEas . WaT= Pr4mTT
X-D = 464 C rO-8 '• 210 C rog 143 Zza OF UPLIFT, r
I-H i. 297 CK-0' ■ �.7f C . - WEIAiI PERMZT°rZNG NO vttWAAD
MOVEMENT OF
13; 171.STEN TRU9 . '4
M-L 292 t N-S ■ 141 C MOV£t NT OF W7t2,L OR ARfr. FOR 00 Xa PL I
P-o a 292 c R-4 * .276 C. . WHILE'PEGMZRS+YN6 N0
T-S = 207 C V-U m 210 C WHILMPJ9'J OF WALL N. ARE,
FlOW-OnOnantlng,lnc./0nllne true^'C 1PP6.2003 Ve:dlen 13.6.028 Engfnennn9•Portrait 4Tl7M3 1:01:24 PM Papa 7 a72
,BAN -7 Z003
•ROBBINS ENG . GENERAL NOTES & SYMBOLS '
PLATE LOCATION PLATE SIZE LATERAL BRACING
--1 1-- 108 Center plates on joints 6.3 x 8.8 The first dimension is the ix4 continuous Lateral bracing
unless otherwise noted in widdi measured perpen- attached.%vith(2)8d nails each
plate list or on drawing, dicular to slots. The second member where indicated or 2x4
Dimensions are given in dimension is the length "T"or'U brace stiffener if
inches(i.e.1 1/2"or 1.5")or measured parallel to slots. applicable nailed flat to edge of
IN-16ths(i.e.108). web with 12d nails spaced 8"o.c.
"T"or"L"brace must be extended
at least 90%of web length.
PLATE ORIENTATION DIMENSIONS BEARING
When shown,indicates 6-08-08 All dimensions are shown in When truss is designed to
direction of slots in FT-IN-SX (i.e.6'8 112"or bear on multiple supports.
connector plate. 708 6-08-08). Dimensions less interior bearing locations
� 8. than one foot are shown in should be marked on the
IN-SX only(i.e.'08). 0 truss. Interior support or
temporary shoring must be
in place before erecting this.
truss. If necessary,shim
bearings to assure solid
contact with truss..
ROBBINS LOCK connector plates (20 ga.galv. steel Trussed Rafters. Robbins Eng. Co. bears no
ASTM A653 SS Grade 40) shall be•applied on both responsibility for the erection of trusses;field bracing
faces of truss at each joint. Center the plates, unless. or permanent truss bracing. Refer to HIB-91 as
shown otherwise by circles (o) or dimensions. No published by the Truss Plate Institute, 583 D'Onofrio
loose knots or wanes in plate contact area. Splice Drive, Suite 200, Madison,Wisconsin 53719. Persons
only where shown. Overall spans assume 4" bearings erecting trusses are cautioned to seek professional
at each end, unless indicated otherwise. Cutting and advice concerning proper erection bracing to prevent
fabrication shall be performed on equipment which toppling and "dominoing". Care should be taken to
produces snug-fitting joints and plates. Unless prevent damage during fabrication, storage,shipping
otherwise noted, moisture content of lumber shall' and erection. 'Top and bottom chords shall be
not exceed 19%at time of fabrication and these adequately braced in the absence of sheathing or rigid
designs are not applicable for use with fire retardant ceiling, respectively. It is the responsibility of others
lumber. This design was prepared in accordance with to ascertain that the design loads utilized on this
"National Design Specifications for Stress - Grade drawing meet or exceed the actual dead loads
Lumber and Its Fastenings"* (AFPA), "Design imposed by the structure and the live loads imposed
Specifications for Light Metal Plate Connected Wood by the local building code or historical climatic records.
Trusses" (TPI), and HUD Design Criteria for
FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR. IT IS THE RESPONSIBILITY
OF BUILDING DESIGNER AND TRUSS FAB.TO REVIEW THIS DRWG. &VERIFY THAT DATA
INCLUDING DIM.&LOADS CONFORM TO ARCH-PLAN/SPECS &FAB. TRUSS LAYOUTS.
t is+G•
CORPORATE HEADQUARTERS REGIONAL OFFICES
P.O.$ox 280055 P3616 South Road • Suite C-2 1131 Rockingham Lane • .Suite 128
Tampa;FL 33682-0055 Mulkiteo, WA 98275 Richardson,TX 75080
800-282-1299 • Fax: 813-971-6117 800-532-9404 • Fax: 425-347 5928 972-238-9609 Fax: 972-669-9472
Job Mark
Quan Type Span P1-H1 Left OH Right OH Engineering
T0301�5�5�2852T 520 4.3 280000 5 2- 0- 0 2- 0- 0' '
• U#0225 J#STOCK60 '
• sxs=
_ HQ 4-1 B HO 4-1
3x10-:. ! 3xlo-
Sl S2
_- 2x4-: 2x4.%,
5 F G
6-2-1
5xl2=
A Sx12'
C
-- E S3 D \\-
3x4 3x6:: 3x4
W:508
R:2528 W:508
U: 272 R:2528
U: 271
TC 2-0-0 BC_ _ 6-9-2 _ _ 7�2�14_ 7-2-14 _ 6-9-2 2-0--0
-- - ------- - -28-0-0 ----- --- - -- - - ---ALL PLATES ARE LOCK20 '
Scale:0.213"=1'
Robbins Engineering, Inc:?Crline Plus", APPROX.- TRUSS WEIGHT: 160.4 LBS
Online Plus -- Version 13.5.028 PLATING CONFORMS TO TPI REVIEWED-BY:
RUN DATE: 1-16-03 VERIFY PLATE VALUES WITH Robbins Engineering, Inc.
ROBBINS ENGINEERING. PO Box 280055
CSI SIZE LUMBER 1.15FB GRIP BASED ON SYP/SPF LUMBER Tampa, FL 33682
TOP 0:96 2X 4 2104F1.8 2400 USING GROSS AREA TEST METHOD.
BTM 0.87 2X 4 1650F1.5 1897 PLATES - 20 GAUGE LOCK REFER TO ROBBINS ENG. GENERAL
WES 0:60 2X 4 SPFS-STU 759 GRIPPING 514-250 PSI PER PAIR NOTES AND SYMBOLS SHEET FOR
REPETITIVE MEMBER INCREASES: INCLUDES 15.0% INCREASE ADDITIONAL' SPECIFICATIONS: '
PH 15:0% FT 0.0% FC 0.0% TENSION,1339- 465 PLI PER PAIR
SHEAR 784- 506 PLI PER PAIR NOTES:
LATERAL BRACING: 1. TRUSSES MANUFACTURED BY -
TOP CHORD - CONTINUOUS JT TYPE PLATE SIZE 'X Y SARATOGA LUMBER TRADERS "
BTM CHORD- CONTINUOUS A 2016 5.00 X12.00 5.4 3.0 2. EMPIRICAL ANALOG IS USED.
TRUSS SPACING - 24.0 IN. ** JOINT A ** REQUIRES WEDGE 3. WIND LOADS - ANSI/ASCE 7-98
H 3010 5.00 X 5.00 CTR CTR - TRUSS IS DESIGNED AS A _
STANDARD LOADING C 2016 5.00 X12.00 5.4 3.0 MAIN WIND-FORCE RES SYSTEM
LUMBER STRESS INCREASE: 15.0 ** JOINT C ** REQUIRES WEDGE FOR EXTERIOR ZONE LOCATION
PLATE'STRESS INCREASE: 15.0% D 1010R 3.00 X 4.00 1.7 CTR WIND SPEED - 90 MPH .
LOADING LIVE DEAD (PSF) E 101OR 3.00 X 4.00 1.7 CTR MEAN ROOF HEIGHT 2S'
TOP CHD 60.0 10.0 F 1001 2.00 X 4.00 CTR CTR EXPOSURE CATEGORY - C
BTM CBD 0.0 10.0 G 1001 2.00 X 4.00 CTR CTR OCCUPANCY FACTOR' - 1.00
TOTAL', 60.0 20.0 80.0 S1 1100 3.00 X10.00 CTR 0.2 ENCLOSED BUILDING.
SUPPORT CRITERIA S2 1100 3.00 X10.00 CTR 0.2 TC DEAD LOAD = 6.0 PSF
JT REACT WIDTH JT REACT WIDTH S3 1100 3.00 X 6.00 CTR 0.2 BC DEAD LOAD = 6.0 PSF
LBS IN-SX LBS IN-SX 4. PREVENT TRUSS ROTATION AT
A .2528 5- 8 C 2528 5- 8 R = PLATE IS ROTATED BY 90 DEG ALL BEARING LOCATIONS.
S. ANCHOR TRUSS FOR A TOTAL
LEFT RIGHT HORIZONTAL LOAD OF 117 LBS.
HEEL 0IN - 4SX OIN - 45X 6. FASTEN TRUSS TO ERG A
MEMSR CSI P(LBS) M@1ST M@2N4 FOR 272 LHS OF UPLIFT,WHILE PERMITTING NO UPWARD
TOP CHORDS MOVEMENT-OF WALL OR BRG.
A-F 0.92 3754 C 6682 -6682 7. FASTEN TRUSS TO BRG C
F-S1 0.92 3754 C 6682 -5435 FOR 271 LBS OF UPLIFT, .
S1-B- 0.92 3562 C 5435 -4255 WHILE.PERMITTING NO UPWARD
B-S2 0.92 3562 C 4255 -6692 MOVEMENT OF WALL OR BRG.
S2-G 0:96 3754 C d255 -66$2
G-Cs 0.96, 4335 C 6682 -3211
BOTTOM CHORDS
A-E: 0.87 4018 T 883 -144D _
E-S3 0.64 2639 T 1440 726
S3-D 0•64 2639 T -726 -1440 N E 1M
D-C; 0.87 4018 T 1440 -883
WEBS F� �A A.
F-E = 1003 C E-B = 1091 T
B-D = 1091 T D-G = 1003 C ;
. DL+LL DEFL = 0.63" IN B-S2 '�'_ !'�'• "" c!r''tit� LG
LL DEFL = 0.29" < BRG-SPAN/240
SPAN/DEFL (DL+LL) = 530 r'r/' • 1'ix1':�'- " '1 lid
1
Robbins Engineering.Ina/Online Pius"g t,•ge.vnni VPrci"".,c rno�....;.,e.,.,..__o...,._.. _.- _ -
ob: IGULUIUI ULUIL/LUI45 / 1-1 COMMON* THIS DWG, PREPARED FROM COMPUTER INPUT (LORDS & DIMENSIONS)SUBMITTED BY TRUSS MYR,
Top chord 20 SP 2700E-2.2E :T2 2x4 SPF 210OF-l.BE: 90 mph wind, 25.00 Ft mean h9t ASCE 7-93 CLOSED bldgg, located anywhere in '
Sot chord 2x4 SPF 2100f-I.BE :82 2x4 SPF 1650E-1.5E: roof, 100 mi From coast, CAT If, EXP 0, wind TC DL=5.0 psF, wind BC DL=5.0 ps�.
Webs 20 SPF Stud
(A) Continuous lateral bracing equally spaced on member. Roof overhang supports 2.00 psF soffit load.
Deflection meets L/240 live and L/180 total load.
Plates sized For a minimum of 2.40 sq.ln./piece.
T2 5X7
12 4X6 T2 X6
5 3X6 4X6
tr)
N 2X4 (R) (R) 2X4 N
N
4X10(93)
4X10(63)
r1 4X4 B25X8 HS2512 - S
HS2512 O 4X4
33
Rv=3109# U�4 0# W=5"8 33' Rv=3109# U=440#� W=5"8
LEFT RAKE = 1'1" RIGHT RAKE = 1'l"
DESC. = T-1 COMMON* SEO = 210850
PLT. TYP.-WAVE TPI1995(STD) OTY= 14 TOTAL= 14 REV. 6.33,0716.23 SCALE =0.1875
This Is a Preliminary drowing that can be used TO LL 60.OpRe REF
only For trusses Fabricated 6y S.R. Sloon,Ino. TO DL 10.0 RS DATE 12-17-2003
000� It represents loading, span and pitch. P
S.R. 5loan,Ino. reserves the right to adjust BC DL 10.Op�f DRWG
S.R.SLORNINC materials and design at the time of Production.
The structural integrity will not be O.Op DL
ROOF & FLOOR TRUSSES CUSTOM STAIRS & STAIR PARTS,compromised, Sealed drawings will be TOT.LD. 80.0 e O/A LEN, 33
NEW HARTFORD, NY - ORWIGSBURG, PA Furnished upon request. DUR.FAC. 1.15
Seneoo Turnpike P.O. Box 560 Now HortFordf NY 13413
1.800.366-7562 (315) 732.7855 Fox (315) 732-5315 SPACING 24.0" TYPE coon
oo. icucoioi uuuitiuuM / bt-1 GABLE THIS DWG. PREPARED FROM COMPUTER INPUT (LORDS & DIMENSIONS)SUBMITTED BY TRUSS h;,,
Top chard 2x4 SP 2700E 2.2E :T2 20 SPF 2100E 1.8E: 90 mph wind, 25,00 Pt mean hgt ASCE 7-93, CLOSED b l dgg, located anyywhere In
Bot chord 2x4 SPF 2100E-1.8E :B2 2x4 SPF 1650E-1.5E: raaF, 100 m I Prom coast, CAT I f, EXP D, wind TC DLm5.0 psF, wind BG DL-5.0 psF.
Webs 2x4 SPF Stud
All plates are 2X4 except as noted.
RooF overhang supports 2.00 psF soFPIt load.
Deflection meets L1240 live and L/180 total load, See DWG GBLLETINIDOI Par more requirements.
Plates sized For, a minimum of 2.40 sq.ln./plece.
16'6" _7
T2 5X6
12 T2
3X6 3X6
In
N
3X4(Al) 3X4 MI)
3X6 2 3X6
f 33'
33' "
Rv=169pIF U=100 I W=33'
LEFT RAKE = 1'l" RIGHT RAKE = 1'l"
DESC. = GE-1 GABLE SEO = 210859
PLT. TYP.-WAVE TPI1995(STO) OTY= 2 TOTAL= 2 REV. 6,33.0716.23 SCALE =0.1875
This Is a Preliminary drowing that can be used TC ILL 60.OpF& REF
only For trusses fabricated 6y S,R. Sloon,Ino. TC DL 10.0 b� DATE 12-17-2003
It reppresents loading, span and pitch. p
S.R. 5loan,Inc. reserves the right to adjust BC DL 10.0p� F DRWG
50R'5fL0 NINC materials and design at the time of production.
The structural integrity will not be 0.OPT DL
ROOF & FLOOR TRUSSES - CUSTOM STAIRS & STAIR PARTS compromised. Sealed drawings will be TOT.LD. 80.0 O/A LEN. 33
NEW HARTFORD, NY - ORWIGSBURG, PA Furnished upon request. DUR.FAC. 1.15
Seneoo Turnpike P.O.Box 560 New NortFord,NY 13413
1-800.388-7582 (315) 732-7855 Fox (315) 732.5315 SPACING 24.0" TYPE ab
Rough Plumbint! / Insulation Inspection Report
Office Na. (518)761-8256 Date Inspection reqiuest,Ireived-
o e �art Queensbury Building&Code Enforcement Arrive: p
742 Bay Road, Queensbury,NY 12804 Inspector's Initi
NAME: PERMIT #:
.............
LOCATION: INSPECT
TYPE OF STRUCTURt)
Y N N/A.
RVC: R-1,R-2,R-3,R4 Drain/Vents M C
A ast Iron, Copper Drain/Vent/Comm.
Mlumbing Vent/Vents in Place
ough Plumbing/Nail Plates C':&A
I % 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
Water Supply Piping
Cooper Commercial
Coo per,CPVC,Pex One and Two-Family
-,],G-Vu"lmiiilo"�e'�4ResidentiaI Check/Commercial Check
-Yr—op—er 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:
L.\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc Novemberl7,2003
Framing / Firestopping Inspection Report
Office No. (518)761-8256 Date Inspection request received:�t
Queensbury Building&Code Enforcement Arrive: AU>Yd-an/pm Depart: amtpm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials:
NAME: PERMIT#: —
LOCATION: RCS INSPECT ON:
txr44-!�f-
TYPE OF STRUCTURE:
Y N :N/A COMMENTS
,_,,Framri
Jack Studs 1 Headers
Bracing 1 Bridging
Joist hangers a•� �dff 41`/J/
g �"`
Jack Posts/Main Beams
Exterior sheeting nailed properly J`l/F 1 j"Vj
12"O.C.
Headroom 6 ft. 8 in. ,� J///� �,-r� r J-1 d -
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 `12(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
�-IFE�TPOTr ,
xkl/
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side 1/2 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
LAStiellemingway\Building.Codes.Inspection.FORMS\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: firam/pm part: am/pm.
742 Bay Road, Queensbury,NY 12804 Inspector's Initials.
NAME: k PERMIT#:
LOCATION: W-)n INSPECT ON: =o q
TYPE OF STRUJCWZ: 6
Y N—'N/A
Framing 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 3 6 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 V2(w) 16 gauge(8) 16D nails each side
Draft stopping 1,000 sq.,ft. floor trusses
Anchor Bolts 6 ft. or less on center
z
V,-rce and snow shield 24 inches from wall V/
Fire separation 1, 2,3 hour
Fire wall.2,3,4 hour
Firestopping
Penetration scaled
16 inch insulation in cavity min.
Garage Fire Separation
House side V2 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
LASueHerningway\Buiiding.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003
1ST
Rough Plumbing Insulation Inspection Repor6
Office No. (518)761-8256 Date Irispection request received, ��Co#
Queensbury Building&Code Enforcement Arrive: & (am/pm Depart: am/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initial§FV-
NAME: PERMIT #:
LOCATION: INSPECT ON: .. f
TYPE OF STRUCTURE: 0
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
g-�Nail Plates All,
-f1/-2 -inch-m-mv-.-Vrain 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 eve Lry 100 feet/change of direction
Water 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 tape
COMMENTS:
L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Repoitdoc November l7,2003
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/P Depa ft 4m/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:
NAME: yz1 PERMIT#:
LOCATION: ('k INSPECT ON:
TYPE OF STRUCTURE: Q
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
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 pproval
V j>f6Bing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6.inch drop within 10 ft.
L:\Suelleming�vay\Building.Codes.Inspectioii.FORMS\Foundation Inspection Report.doc January 28,2003
169 Haviland Road, Queensbury,NY 12804
Phone'-518-7454400! Fax -518-792-8511
November 14,2003 ,
Job,9,46145
Mr. Glenn Bruso
New York State Dept. of Health
77 Mahican Street
Glens Falls,NY 12801 �
RE: Burnt Hills Subdivision- Queensbury(T)
-Lot# 10 Septic System(Revised)- -- _- - -
Dear Glenn:
This letter is to .inform ,you that Iinspected the completed septic-system for the house at 4
Killians Way(Lot#10) in the Burnt Hills Subdivision on November 4 , 2003.
The septic system as installed was fora three,,bedroom house and consisted of a 1,250 gallon
septic tank,and 200 lineal feet of absorption trench constructed with stone and perforated pipe.
The system conforms to the requirements of the,approved subdivision design drawings.:
Please disregard the letter of.l lnI03 which incorrectly stated the.address of Lot 10 as 54-Burnt
Hills Road. Please call me if you have any questions or concerns
Sincerely,
Thomas R. Center Jr.,EIT
cc: (Dave�Hatin;Tawn-oLQueensbuury
Larry Clute, Clute Enterprises
NACE ENGINEERING, P.C.
169 Haviland Road, Queensbury, NY 12804
Phone-518-745-44.00 Fax 518-792-8511 . UILE
nn
EIVED
November'7, 2003
NOV 1 2 2QQ Job W 46145
Mr. Glenn Bruso
New York State Dept. of Health TOWN OF QUEE URY
p BUILDINGAND C
77 Mohican Street
Glens Falls, NY 12801
RE: Burnt Hills Subdivision - Queensbury(T)
Lot # 10 Septic SystemZ,
�f
Dear Glenn: G.
This letter is to inform you that I inspected the completed septic system for the house at 54 Burnt
Hills Drive (Lot#10) in the Burnt Hills Subdivision on November 4 , 2003.
The septic system as installed was for a three bedroom house and consisted,of a 1,250 gallon
septic tank and 200 lineal feet of absorption trench constructed with stone and perforated pipe.
The system conforms to the requirements of the approved subdivision design drawings.
Please call me if you have any questions or concerns.
Sincerely,
Thomas R.: Center Jr., EIT ,
cc: Dave-1`atin;Town-of Queensbury-,
Larry Clute, Clute Enterprises
Septic Inspection Report
Office No. (518)761-8256 Date Inspection request received: j
Queensbury Building&Code Enforcement Arrive: a p Depart: am/
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initialgjw�
NAME: PERMIT NO.:
LOCATION: Lllr INSPECT ON: AA
RECHECK: , r
Comments and/or diagram
Soil Typ Sand m a Type of Water: Municipa ell Water
Waterline separation istance ft.
Well separation distance ft.
Other wells: ft.
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone
See a e Pits: Number
Size: x
Stone Size:
Piping Sizie Type
Building to tank G
Tank to Distribution Box K u
Distribution Box ield/Pit it i 4
Opening Seale . Yj N/Partial
Location 1 Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan Y_N
Location of System on P!pqnTtK
1
Front Re Left S' Right Side
Middle Front Middle-Rear
System Use 8tat s:
Approved
Partial Approved and needs to be re-inspected,please call the Building&Codes Office
Disapproved
L:\SueHemingway\Building.Codes.Inspection,FORMSISeptic Inspection Report.doc January 28,2003
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Foundation Inspection Report
Office No. (S 18)761-8256 Date Inspection request received: Ep
Queensbury Building&Code Enforcement Arrive: am/ De m
742 Bay Rd.,Queensbury,NY 12804 Inspect o 's Initials:
. 22
NAME: PERMIT#:
LOCATION: 11 MV INSPECT ON:
TYPE OF STRUCTURE: 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
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump,
Footing Drain Stone:
12 inch width
6 inches above footing
_6-mZpoly for wet areas under slab
ackfil. pproval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Sueixemingway\Building,Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (51-8)761-8256 Date Inspection request received�epart:
Queensbury Building&Code Enforcement Arrive: am/ Iam/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
NAME: PERMIT#:
LOCATION: WA INSPECT ON: /d1i 716 3
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.
VFoundation/Wallpour
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 of for wet areas under slab
Backfill Approval 4P
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\Fotindadon Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/%� Departuam/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initial
2
NAME: N PERMIT#:
INSPECT ON:LOCATION: I - / Co= 03
TYPE OF STRUCTLAE:
Comments
Y N N/A
o-otings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible fo V/
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Foundation Dampproofing
Foundation/Waterproofing
Type of Darapproofing/Waterproofing
Footing Drain Daylight or Sump.
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil of 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:\SucHemingway\Building.Codes.hispection.FORMS\Foundafion Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection request received: 1 oc3
Queensbury Building&Code Enforcement Arrive: am/T Depart:J;�-�am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: n!��
NAME: PERMIT#:
LOCATION: INSPECT ON: -10
TYPE OF STRUCTURE:
Comments
Y N N/A
Fdatil
V/
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
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 of 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.
LASueHcrningway\BuiIding.Codes.Inspection.FORMS\Foundation Inspection Report doc January 28,2003
Job Site Address; �C�
S Date. -71 1[gS
Owner; � .� t.��,� u,-c A Iication No,
i'i� Fa.le No.
ZN—
WINDOW SCHEDULE
aOtr •
.. �u t q ..q.•�i:+,u:� J� ,�tm'N..';mJsc'.�:,
Window Window Mfg, Window Unit or p
Number or � � �� Ie�r Czar . Special Hardware or
Name Model Stock1assPsrb ` t
Letter on 4r Tory e ' , ,a , ,� '� �a�,a ^�f ,b �ll�at � g �lht instructions
Plan
Type NUmberV l CpC� ��4 C4aS ���i p 4s�a d 9 lC 57CCG �. 3G!� S 'V 4a (alie$,
Call Size ..w , � 4 t C 4 ��,p��°C �a �,t ,, n w ��C r��j
G� �+44rC G GCV C S, h Et ;rf r
Y P"�4�iVgi4"C y 11
1
Cat i 0 tS P� 7 CCC�kip V r CCC V t, 4
,r Y CC��t Y 4tlC 1,47.�SC .. G Y v 7„
�
i r- p y ..wt &1"yCC C'� t'' •, gl„ Ga 4
1� V7{ � a{ 1 Ja J
.- 'HIS LINE HASELIA'A MIP'LES OF SAMPLE ENTRIES
,
<w `•t N r, ,� 'A�n e�,• ,�a d t� .tW, vx.,�. ,{ ��.yV[„
t � I� '� Zi4 ' � •'�,Y.l�".dJ. Tempered
gyp
+wrier .x4 1. Mi► , 'S t x gu. !�3 i`h�.�Y �x. 4 p �.7 { Y tCa� oe,.47" �" r�4Y , ft �•'F;
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i
L;\SueHetningway\Building,Permit,FORMS\Window Schedule,doc
IA-"
y°
Job Site Address: W'� S Date:
'owner., ���. �- �� �..�.
�. Application No, File No.
Building Permit-- Calculation Sheet
Natural Light, Ventilation & Emergency Egress Requirements
Habitable Area of Req,Light Actual Req.Vent. Actual Sq.Ft. Remarks
Room Room 8%of Room Light . 4%of Room Vent I Opening for
in Area Square Area Square x Egress
Square Footage Footage
Feet
i �L(
L;1SueHemingwaylBuilding,PermitFORMSiNatLight,Vendl,Calculation,Sheetdoe
Check Residential Plan Review: One&Two Family Dwellings
Y/N/N/A
'2)Full sets of plans
Over 1,500 sq. ft.—Stamped
Design Loads On Plans: 90 Wind Floor Loads 40 psf
70 Ground Snow Load Sleeping Areas and Attics 30 psf
Calculations:
V /Wi Wow Schedule With Glass Size
V'Door Schedule/Main Entrance 36"Door
Emergency Escape Or Bedrooms and Habitable Space
Above/Below grade,5.7 sq.ft.
Grade,5.0 sq.ft.
24"(h)x 20"(w)min.I
A"Max.Height above floor
V'Residential Check Paperwork Compliance and Inspectors Checklist: OK
/Pampproofing/Waterproofing Materials On Plans
Foundation Drainage On Plans,if required
6"Drop in 10' Exterior Grade
taming Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' Where
V R9quired
wcp and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls
"Pr"n's At Exterior Doors
A96irway Headroom 6' 8' All Stairs 36"Width
41 Stair Run and Rise
Winder Run and Rise
Af+,Xiral Not Allowed From 251 Story
Detectors Battery Backup and Proper Location,
Bathroom Fixtures Proper Clearance
all Width,369 min.
/7
41 drails More Than One Riser On Open Sides
g and Guards>30"/Basement Stairs Included Closed Risers More Than 47 in fft7-7
C/ Glazing Notes For Required Areas
age Fire Separation
Garage Floor Sloped
�Attic Access
tl Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access
Carbon Monoxide Detector Lowest Sleeping Level
Soil Test Results, if required
Septic To Well Or Water Line Separation
All Paperwork Signed
~� r Town of Queensbury 742 Bay Road, Queensbury,NY 12804
Bufldbg & Code Enforcement nforcement Building Permit#
phone:(518)761-8256 Date:
Fax: (518)745-4437
Email codes@n queensbwy net
Dear
Your building permit application has been reviewed and found to be deficient in the following area
f,
These details need to be added to or noted on both sets ofplans. Please fee}free to contact ft office with any questions
regarding this matter.
_ Sincerely,
BUILDING&CODES OFFICE
L 1SueHemingmylButlding.'Pcnt iLFORMSMcficient building Pcnnvthn 2003 d0c
Permit Number
MECcheck Compliance Report Checked By/Date
Proposed New York State Energy Conservation Construction Code
NECcheck Software Version 3.3 Release lb
Data filename:AALot# 10.cck
TITLE: 1232 28 x 44
COUNTY:Warren 0 1 2003
STATE:New York
HDD:7635 U SY
CONSTRUCTION TYPE:Detached I or 2 Family
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BEATING TYPE:Non-Electric
DATE:09/30/03
DATE OF PLANS:09/30/03
PROJECT INFORMATION:
Lot# 10
4 Kylian's Way
Qudensbury,NY 12804
COMPANY INFORMATION:
Clute Enterprises,Inc.
13 Dawn Road Queensbury,NY 12804
COMPLIANCE:Passes
Maximum UA=261
Your Home=246
5.7%Better Than Code
Gross Glazing
Area or Cavity Cont' or Door
Perimeter R-Value R-Value U-Factor UA
Ceiling 1:Flat Ceiling or Scissor Truss 1232 30.0 0.0 43
Wall 1:Wood Frame, 16"o.c. 1152 19.0 0.0 57
Window 1:Vinyl Frame,Double Pane 138 0.490 68
Door 1:Solid 42 0.230 10
Door 2:Glass 21 0.490 10
Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 1232 19.0 0.0 58
.Furnace 1:Forced Hot Air,90 AFUE
COMPLIANCE STATE ME`b� e posed b ild'u ingtepresented in this document is consistent with the building
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plans,specifications or rc submitte ith s permit application. The proposed systems have been
designed to me e pose N ork Stat E n ervation Construction Code requirements.
Build i CZ Date lc /D
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MECcheck Inspection Checklist
Proposed New York State Energy Conservation Construction Code
MECcheck Software Version 3.3 Release lb
DATE:09/30/03
TITLE: 1232 28 x 44
Bldg. I
Dept.
Use
I
Ceilings:
[ ] I 1. Ceiling l:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation
Comments:
I
Above-Grade Walls:
[ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation
Comments:
I ,
Windows:
C ] I 1. Window 1:Vinyl Frame,Double Pane,U-factor:OA90
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break?[ ]Yes[ ]No
Comments:
I Doors:
[ ] I I. Door 1: Solid,U-factor:0.230
Comments:
( ] 2. Door 2:Glass,U-factor:0.490
#Panes Frame Type Thermal Break?[ ]Yes[ ]No
Comments:
Floors:
[ ] I 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation
I Comments:
Heating and Cooling Equipment:
C ] I 1. Furnace 1:Forced Hot Air,90 AFUE or higher
Make and Model Number
I
Air Leakage:
[ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] I Recessed lights must be Type IC rated and installed with no penetrations,or Type IC or non-IC
rated installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible
materials and 3"clearance from insulation.
Vapor Retarder:
[ I Required on the warni-in-winter side of all non-vented framed ceilings,walls,and floors.
Materials Identification:
[ I Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
[ ] I Materials and equipment must be identified so that compliance can be determined.
[ ] I Manufacturer manuals for all installed heating and cooling equipment and service water-heating
equipment must be provided.
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[ ] I Insulation R values,glazing U-factors,and heating equipment efficiency must be clearly marked on
the building plans or specifications.
I
Duct Insulation:
[ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-11.
[ ] I Return ducts in unconditioned attics or outside the building must be insulated to R 6.
[ ] I Supply ducts in unconditioned spaces must be insulated to R-11.
[ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R 2.
Insulation is not required on return ducts in basements.
I
I 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.
I .Exception:Continuously welded and locking-type longitudinal joints and seams on ducts
I operating at less than 2 in.w.g.(500 Pa).
[ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions.
[ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder.
[ ] I Air filters are required in the return air system.
[ ] The HVAC system must provide a means for balancing air and water systems.
I
Temperature Controls:
[ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space
temperature set point of the largest zone.
I Electric Systems:
[ ] I Separate electric meters are required for each dwelling unit.
I
Fireplaces:
[ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors.
[ ] I 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.ofNew York State or
(
the New York City Building Code,as applicable.
I Service Water Heating:
[ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the
I water heater has an integral heat trap or is part of a circulating system.
[ ] I Insulate circulating hot water pipes to the levels in Table 1.
I Circulating Hot Water Systems:
[ ] ( Insulate circulating hot water pipes to the levels in Table 1.
I Swimming Pools:
[ ] ( All heated swimming pools must have an on/off heater switch and require a cover unless over 20%
I of the heating energy is from non-depletable sources. Pool pumps require a time clock.
I
I Heating and Cooling Piping Insulation:
[ ] I HVAC piping conveying fluids above 105°F or chilled fluids below 55 V must be insulated to the
levels in Table 2.
s
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) U try 01" Up to 1.25" 1.5"to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
14.0-160 0.5 0.5 1.0- 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes
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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