2004-685 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development- Building &Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY -
Pemuit Number. P20040685 Date Issued: .Friday, December 10, 2004
This is to certify that work requested to be done as shown by Permit Number P20040685
has been completed.
Tax Map Number. 523400-290-000-0001-033-000-0000
Location: 95 CHESTNUT RIDGE Rd
Owner. G. NELSON & ELEDA LOWE
Applicant: SUSAN PUTNAM
This structure may be occupied as a:
By Order of Town Board
Residential Addition TOWN OF QUEENSBURY
Director of Building&Code Enforcement
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20040685 Application Number: A20040685
Tax Map No: 523400-290-000-0001-033-000-0000
Permission is hereby granted to: SUSAN.PUTNAM
For property located at: 95 CHESTNUT RIDGE Rd
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 Value
Owner Address: G. NELSON&ELEDA LOWE Residential Addition
95 CHESTNUT RIDGE Rd $290,,00000.00
0
Total Value $290
QUEENSBURY,NY 12804
Contractor or Builder's Name /Address Electrical Inspection Agency
HILLTOP CONSTRUCTION
47 WILLIAM STREET
HUDSON FALLS,NY
Plans&Specifications
2004-685
128 SQ FT RESIDENTIAL ADDITION(BATHROOM)
$75.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, September 07, 2005
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Town of Queensbury; Tues ay September 07, 2004
SIGNED BY for the Town of Queensbury.
Director of Building&Co e Enkement
Building Permit Application
Town of Queensbury—Dept of Community Development,742 Bay Road, Queensbury,NY
(518)761-8256
A permit must be obtained before beginning construction. Permit File No. 0�4'(OSS
No inspection will be made until applicant has received a Fee Paid $
valid building permit. All applicants' spaces on this Rec. Fee Paid
application must be completed and must appear on the Reviewed By:
application form.
Applicant: i C0 i���.c Owner: SLL5Ce_ „ r
Address: ,P) I (' -(� c; of Address: 615 U,�k R;AN,g_ 12d
Phone#(� ) �- D, Phone#(S/ rn 8� -
Email Address: Email Address:
Property Location: Lot Number: / House Number '1 5 /
Subdivision Name: (1 0 j1 C> Tax Map Number: 01 qQ
❑ New Building: residence /commercial Estimated Market Value of Construction: $ ;Q61. d C)_C7
*, Addition: re'siSen ecec commercial If an Addition,what will use of new addition be?
❑ Alteration: residence/ commercial. /7
❑ No change to exterior size: residence/com'1 � 1
❑ Other work(describe )
Check Occupancylnformation I"Floor 2°d Floor Other floor Total
Below sq.ft. sq.ft. sq.ft. Square Feet
Single family dwelling JA5y 9
o Two family dwelling
❑ Townhouse
❑ Multifamily dwelling
#of units
❑ Office
❑ Mercantile
o Manufacturing
❑ 1 car detached garage
❑ 2 car detached garage
❑ 3 car detached garage
❑ 1 car attached garage
❑ 2 car attached garage -
❑ 3 car attached garage
❑ Storage building-
commercial
❑ Storage building-
residential
❑ Other
What is the proposed height of the structure 7 feet 0 inches
Will any second-hand or ungraded lumber be used? If so, for what?
Type of Heating System: electric/ oil gas wood /forced hot air/ aseb thet:
Number of Fireplaces to be installed 80,NL Number of Woodstoves to be installed
List below the person(s)responsible for supervision of work as regards to building codes:
Name Address Phone Number
Builder 1
Plumber S'U 33
Mason i
Electrician
Declaration: please sign below after you have carefully read the statement:
To the best of my knowledge the statements contained in this application,together with the plans and specifications
submitted,are a true and complete statement of all proposed work to be done on the described premises and that all
provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied
with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that I/we shall
submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning
Administrator or Director of Building and Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual
location of all nIew construction. ,
Signature: l owner,owner's agent,architect,contractor
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No.(518)761-8256 Arrive: am/p De art; 1�brrj/pm
Date Inspection request received: Inspector's Initials: /
be;
NAME: U—( ,Aj PERMIT
LOCATION: C F,0 J r &C DATE: (}
TYPE OF STRUCTURE:
Comments
Y N N/A
Chimney Ht./"B" Vent/Direct Vent Location
Fresh Air Intake
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 ''/a"
Gypsum
Grade away from foundation 6 in. with 10 ft.
Handrail Termination at Newell Post or Wall
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18"above grade
Gas Furnace shut-off within 30 ft. or within line of site
Oil Furnace shut-off at entrance to furnace area
Furnace/Hot Water Heater operating
Low water shut-off boiler
Relief Valves installed/Heat Trap/Water Temp 110
InteAior privacy/trim/doors/main entrance 36 in.
throom/Kitchen watertight
Safeglazing/Window in stairwells safety glazing
Interior Smoke Detectors:
Every level: / Every Bedroom:
Outside every bedroom area:
Inter Connected: / Battery backup:
Carbon Monoxide Detector
Bathroom Fans, if no window
Plumbing fixtures
Foundation insulation
Floor truss, draft stopping finished basement 1,000 sf
Emergency egress below grade
Basement stairs closed rise>4 inches
Gara e Floor Pitched
Garage fireproofing/'/4 hour fire door/door closer
Ductwork 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, 1 s . ft.-150 s .ft. vents
Building No./Address visible from road
Final Electrical
Site Plan /Variance required
Final Survey Plot Plan
As Built Septic System/Sewer Dept. Inspection Sticker
Flood Plain Certification, if required
Okay to issue C/C or C/O [Temporary/Permanent]
L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04
Queensblry Building & Code Enforcement - Residential Final Inspection .
(Jffice No.(518)761-8256 Arrive:,a D rt: �a m
Date Inspection request received: Inspector's Initial y
f
NAME: Z , LA
° IT#: r- i �1 LOCATION: ° : —
TYPE OF STRUCTURE: _-V")
1 Comments
Y N. N/A
Chimney Ht./"B"Vent/Direct Vent Location
Fresh Air Intake
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 %"
Gypsum
Grade away from foundation 6 in.with 10 ft.
Handrail Termination at Newell Post or Wall
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18"above grade
Gas Furnace shut-off within 30 ft.or within line of site
Oil Furnace shut-off at entrance to furnace area
Furnace/Hot Water Heater operating
Low water shut-off boiler
Relief Valves installed/Heat Trap/Water Temp 110 /
Interior privacy/trim/doors/main entrance 36 in. /
Bathroom/Kitchen watertight t7
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors: c'* C--V El
Every level: / Every Bedroom: �(
Outside every bedroom area: �( �.� � laocc
Inter Connected: / Battery backup: /
Carbon Monoxide Detector �' T-1�R7 0.5�T (� �[�jD%3�
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/3/4 hour fire door/door closer
Duct work Sealed properly /
Gas Logs in Sealed or Glass Enclosure j
Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible/area
Crawl Spaces 18"x 24"access, 1 s . ft.-150 s'. ft.vents
Building No./Address visible from road
Final Electrical /
Site Plan /Variance required
Final Survey Plot Plan
As Built Septic System/Sewer Dept. Inspection Sticker
Flood Plain Certification, if required
Okay to issue C/C or C/O Temporary/Permanent
L:\PamW\Building&Codes\Inspection Forms\Res. Final Inso. form 2,docLast printed 2/12/04
Dough Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection request ve (/
Queensbury Building& Code Enforcement Arrive: p ep a m
742 Bay Road, Queensbury,NY 12804 Inspector's Initi s-
NAME: PERMIT #: ocj (v8s
LOCATION: INSPECT ON: // -
TYPE OF STRUCTURE:
Y N N/A
PVC: R-1, R-2,R-3,R-4 Drain/Vents
Cast Iron, Copper Drain/Vent/ Comm.
�Plumbin Vent/Vents in Place
Rough Plumbing/Nail Plates A )
I % inch min. Drain Size V
Washing Machine Drain 2 inch min.
Head or Air Supply Test
Drain and Vents d �Pt
5 PSI or 10 feet above highest !���� I l
connection for 15 minutes —l
Cleanout every 100 feet/change of direction
Water Supply Piping VL
Cooper Commercial
Cooper, CPVC,Pex One and Two-Family
nsulation/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 Report.doc November 17,2003
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection Z, INSPECTnON:
Queensbury Building& Code Enforcement Arrive:
742 Bay Road, Queensbury, NY 12804 Inspector's Initia
NAME: v v '+M
LOCATION: L' 'j (J --� 9
TYPE OF STRUCTURE:
r Y N N/A COMMENTS
aming t_
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls 7/
Metal Strapping for Notches Top Plate
1 %2 (w) 16 gauge (8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center
Ice and snow shield 24 inches from wall
Fire separation 1, 2, 3 hour
Fire wall 2, 3, 4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side %2 inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
L:\SueHemingway\Building.Codes.Inspection.FORMS\Fratning Firestopping Inspection Report.doc January 28,2003
J\
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received: '
Queensbury Building& Code Enforcement Arrive: al � Depart:
742 Bay Road, Queensbury, NY 12804 Inspector's Initial!
NAME: PERMIT#: 1� —�..
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Framing Nv N/A C®I9 MENTS
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12" O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 %s (w) 16 gauge (8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts ess on center
I nd snow shield 24 inches from wall
Fire separation 1, 2, 3 hour
Fire wall 2, 3, 4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side % inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
LASueHeming\vay\Building.Codes.Inspection.FORM S\I--raming Firestopping Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection req s rec ry d: d,Ot?
Queensbury Building&Code Enforcement Arrive: ai 'p Depa : qAt>�Lln
742 Bay.Rd., Queensbury,NY 12804 Inspector's Initia
NAME: I L,, ERMIT#:
LOCATION: _ n i, FNTSPECT ON:
TYPE, OF STRUCTURE: u
Comments
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.
'oun ation/WR po
Reinforcement in Place 110.1,
Foundation Dampproofing �
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R- _
Rough Grade 6 inch drop within 10 ft.
L:\Sue}Icmingway\Building.Codes.InspectionlFORMS\I'oundation Inspection Report.doc January 28,2003
7-
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection re uest rec iv d: C- ZZ 6
Queensbury Building&Code Enforcement Arrive: 1i/pm Depart: n�f
742 Bay Rd., Queensbury,NY 12804 Inspector's Initia s:
NAME: _ Lo i,U P. IT#: _2-00`�"���' �S
LOCATION: _ �� L(�PS fit(VT �2,` G SPECT ON: 7-"� L�
TYPE. OF STRUCTURE:
Comments
Y N N/A
'' ootings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this pu_pr ose 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 Dz-
6 inches above footing
6 mil poly for wet areas under slab 1 1
Backfrll Approval LAA 'L"»
Plumbing lYf2", b (/--
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\SSueIlcmingway\Building.Codes.Inspection.FORMS\I'oundation Inspection Report.doc January 28,2003
Permit Number
REScheck Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
REScheckSoflware Version 3.5 Release le
Data filename:Untitled.rck
PROJECT TITLE:Hilltop Construction for Nathan&Susan Putnam
COUNTY:Warren
STATE:New York
HDD:7635
CONSTRUCTION TYPE:Detached 1 or 2 Family
HEATING TYPE:Non-Electric
DATE:08/30/04
DATE OF PLANS:Aug 04
PROJECT DESCRIPTION:
Addition
DESIGNER/CONTRACTOR:
Hilltop Construction
COMPLIANCE:Passes
Maximum UA=37
Your Home UA=28
24.3%Better Than Code(UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor UA
Ceiling 1:Flat Ceiling or Scissor Truss 128 38.0 0.0 4
Wall 1:Wood Frame, 16"o.c. 256 19.0 0.0 15
Window 1: Wood Frame:Double Pane with Low-E 9 0.340 3
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 128 19.0 0.0 6
COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,
specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the
New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and
signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or
specifications are in compliance with this Code.
BuiIder/Designer A 4P lk D A Date �Vld U4
��M
t
REScheck Inspection Checklist
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.5 Release le
DATE:08/30/04
PROJECT TITLE:Hilltop Construction for Nathan&Susan Putnam
Bldg. I
Dept. I
Use I
Ceilings:
[ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation
Comments:
I
Above-Grade Walls:
[ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation
Comments:
I
Windows:
[ ] I 1. Window 1:Wood Frame:Double Pane with Low-E,U-factor: 0.340
For windows without labeled U-factors,describe features:
I #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
Comments:
I
Air Leakage:
[ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ J I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly
with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a
I 3"clearance from insulation.
Vapor Retarder:
[ ] Required on the warm-in-winter side of all non vented framed ceilings,walls,and floors.
I
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.
[ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating
equipment must be provided.
[ ] I Insulation R values and glazing U-factors must be clearly marked on the building plans or specifications.
I
Duct Insulation:
[ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-11.
[ ] Return ducts in unconditioned attics or outside the building must be insulated to R-6.
[ ] Supply ducts in unconditioned spaces must be insulated to R-11.
[ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2.
Insulation is not required on return ducts in basements.
I _
Duct Construction:
[ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics
I (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted.
Exception:Continuously welded and locking-type longitudinal joints and seams on ducts
t
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 l I Cooling ducts with exterior insulation must be covered with a vapor retarder.
[ ] I Air filters are required in the return air system.
[ ] I The HVAC system must provide a means for balancing air and water systems.
I
Temperature Controls:
[ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space
temperature set point of the largest zone.
I
Electric Systems:
L ] I Separate electric meters are required for each dwelling unit.
I
Fireplaces:
[ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors.
[ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction
I provisions of the Building Code of New York State,the Residential Code of New York State or
I the New York City Building Code,as applicable.
I
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
Heating and Cooling Piping Insulation: -
[ ] I HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the
I levels in Table 2.
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HvAC Pipes.
J 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
ow L 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)
Job: L4091 -Mark: R2 Quantity: 1 Type: TR Span: 160000 Pi-HI: 4 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P Page
HILLTOP-PUTNAM C-Q JIM W QUEENSBURY BRANCH
ALL PLATES CENTERED,• ,;. CSI SIZE LUMBER LATERAL BRACING: MAXIMUM'REACTIONS: Common Truss NOTES:
ON JOINTS EXCEPT: -,; >TOP 0.37 2x 4 SPF-#2 TOP CHORD - CONTINUOUS JT REACT ACT'WID REQ WID Total Design Loads (plf) 1. TRUSSES MANUFACTURED BY -
JT PLATE SIZE -R7 Y BTM 0.30 2x 4 SPF-#2 BTM CHORD - CONTINUOUS '- LBS IN-SX .IN-SX TC 137.6@ A to 137.6@ B SARATOGA LUMBER TRADERS
A 3.00x 6.00 .7.88 3.13 WES 0.07 2x 4 SPF-#2 _• '-4-90 'N/A N/A TC 137.6@ B to 137.6@ C 2_ EMPIRICAL ANALOG IS USED.
B 4.00x 4.00 CNTR _2.20 •CONTINUOUS BETWEEN A -C BC 20@ A to 20@ C 3. WIND LOADS - ANSI/ASCE 7-98
C 3.00x 6.00 7.87 3.13 REPETITIVE MEMBER INCREASES: - - - TRUSS IS DESIGNED AS A
FB 15.0% FT 0.016 FC 0.0% UPLIFT FOUND AT BEARINGS MAIN WIND-FORCE RES SYSTEM
a ERG UPLIFT ERG UPLIFT FOR-EXTERIOR.. . ..- ZOR ZONE LOCATION
LBS LBS WIND SPEED - 90 MPH
s- A -C 100 MEAN ROOF HEIGHT - 25'
EXPOSURE CATEGORY - C
DL+LL DEFL = 0.04" IN A-D OCCUPANCY FACTOR - 1.00
LL DEFL = 0.01" < BRG-SPAN/360 ENCLOSED BUILDING.
„-, SPAN/DEFL (DL+LL) = 999 TC DEAD LOAD = 6.0 PSF
BC DEAD LOAD = 6.0 PSF
4. ROOF SNOW LOAD PER ASCE 7-98
GROUND SNOW LOAD = 70.0 PSF
RAIN LOAD NOT REQ'D
IMPORTANCE FACTOR: 1.00
THERMAL FACTOR: 1.00
EXPOSURE FACTOR: 1.20
(BAL,UNBAL LD FAC=0.84,1.25)
HO 3-15 4x4 HO 3-15
HE 4 B HE 4
-- 4 2x4 2x4
F I
2x4 \\\ 2x4
D S �\ K
3-3-11 TC �� TC
2-11-15
9
3x6 S S 3x6
A 8 B B C of w
H B1 J L
2x4 2x4, 2x4" 2x4 2x4
m
TC;1-0-0 8-0-0 16-0-0 1-0-0' N 2�
16-d-0 .
16-0-0 ��A► O$986S
ALL PLATES ARE LOCK20 9� SS100
REFER TO ROBBINS ENG. GENERAL -_-
NOTES AND SYMBOLS SHEET FOR - -
ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Plus't APPROX: TRUSS'WEIGHT: 81.9'.LBS Scale: 0.375" = 1'
ROBBINS LOCK connector plates(20 ga.gab•.steel-ASTM A653 SS Grade 40)shall be Robbins Eng.Co,bean no responsiblity for the erection of trusses,field bracing or
-:�; applied on both race,or imss at each joint.Center the plates unless shown otherwise by permanent I-bracing.Refer to HI6-91 as published by the Truss Plate Institute,593 D' Loadease #1 � Designer: LUCAS AHL
__ _ Ireles(a)or dimemlan,.Unln,otherwise Indicated by a"r all slots In plates run 0nnrrin 1)rtre,Spite 2H.Mad kon.Wisconsin 53719.Persons erecting horses am TC Live 58.8 psf Checker: NONE ASSIGNED
parallel with the chards or horizontall)at the peak and/or heel.No loose knots or wane cautioned to seek prorenional adrke concerning prnper emetinn bracing to prevent
1ty`• •')s rF:_:�._ In plate contact area.Splice only where shown.Overall spans assume 4"bearings at each toppling and"dnminning".Carr should be taken to prevent damage during fabrication, TC Dead 10 psf Reviewer:
end,unless indicated otherwise.Cutting and rubricalion shall be performed on equipment storage,snipping and erection.Top and bottom chord,shall be adequately braced in the BC Live 0 psf Designed:
. .. which produces mug ratting Joins and plate,.This design was prepared in accordance absence car sheathing or rigid ceiling,respectirely.h is the responsibility of others to BC Dead 10 psf Rev No:
3 SF�y p ry} pp �11Q,p with"National Design Specifications for Stress-Grade Lumber and Its Fastenings" ,certain that the design loads utilixad on this drawing meet or exceed the actual dead
$f$f09�Lumb4�T�8d8f S•, (AFPA),"Design Specifications for Light Metal Plate Connected Wood Trusses"(TPI), loads Imposed by the structure and the lire loads imposed by the local building code or Total 78.8 psf Rev Date: /
and HUD Design Criteria rorTrussed Rafters. historical climate records. Lumber SI 1.15 Run Date: 08/23 04
Plate SI 1.15 Version: 16.0.024
FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR Spacing 24.0 in, Drawing:IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FAD.TO REVIEW THIS DRAWING,h p g g:
VCRIFV THAT nATA I Nf1 rHasr:flits A111-fONFORat TO{Rrtl rIAN/CPre ArARTR11cg1A%.O'mq
Robbins Engineering.Inc./Online Plus^'0 1996-2004 Version 16.0.024 Engineering Review Drawing 8/23/20D4 4:20:26 PM Page 1 - "
bs L4091 Narks R1 Quantity: 6 Types 4.2 Spans 160000 P1-811 4 Left ON, 1- C- 0 p Right 1H: 1- 0- .0 P page 1
0225 Ormsl091 HILLTOP-POTHAN C-Q 3IM 41 QII3MWBLRY BRANCH
Id, PLATES CENTERED CBI SIZs Ll ZR LATERAL 6RACIMOt
11AiIMW1 RSAcrsaBts. Common rru■■ e:Ds7iB:
M JOIMTB OXCEM TOP 0.52 2x t SFr-i2 TOP CHORD - CONTIMUOIIS OT RRACP ACT"In REM MID Total DasLgn Wawa IV= - 1. TRUs8E3 l9A=Ar-TuA D HY
N 3T PLATE arms S Y STN 0.B2 2x 4. BPF-92 OTM CHORD - CONTINUOUS LBO IN-Sx IN-BX TC 137.60 A to L37.60 B SARATOGA LUMBER TRADR S ;N
A 4.00x 5.00 7.53 3.50 •SIBS 0.32 2x a BPV-02 A 2402 S. 8 2- 3, TC 137.6a,8 to 137.60 C 2. EMIRICAL ARALOG IS USSR.
CL B 4-O0x 4.00 CNTR 2.20 C 2402 5- 8 2-,3 IC 20s A to 206 C 3. WIND 1"DS - AM37/ASCC 7-99
C 4.00a 6.00 7.53 3.50 RRPBTITIVE UMMIR INCREASESe TRUSS IS DBSIGMD AS A LL1
Q' PIS IS.Ob . PT 0.04 PC 0.01s, UPLITT VOMW AT BEARINGS RAW HIND-TD=US SYSTCM-
LT] BRG UPLITT BRG UPLIFT FOR YXTBRIOR SCW W-INTIOM
LIS LBO wnw SPEED - 90 Mr8 a-
J A 157 C 256 LEAN ROOF REIGST - 25e
EXPOSURE CATEGORY _C J
¢ t OL+LL DEPL - 0.19- IM B-r _ OCCUPA= FACTOR- 1.00 ¢
(D LL DLPL - 0.131 c IM-SPAY1360 ENCLOUD SUILDIW. �
O SPAN/DEPL (DLfW . 988 TO DRRD LOAD- 6.0 PSV O
I- BC DEAD LOAD - 6.0 PSI? f-
¢ 4. ROOF SHOW LQAD HER ASCY 7-90
w GROUND SHOW LOAD- '10.0 PSF
Cr RAIN ICPM 2ODT REQ'D 7.-
(n MWORTANCE FACTORi 1.00
TEERMAL FACTOR: 1.00
J EXPOSURE FACTOR: 1.20
fn (BAL,UWRAL LID FAO.O.84,1.25) ..
h BS 4-25 4g4= E `-15
4IT �
2x4-- 2x4.
E p' C
3-3-11 TC
TC - _
2-11-IS i12
4x6-- 4x6= C
A C L
G
D Hl
3x8= �
FT:50$ 1T:50B _
R:1402 R:1402
V: 157 U- L56
1-0-0 a G - - B-o-o 11-e-D - - 16-0-0 -0-0
16-0 0
ALL PLATES ARB LOCF20 - .,
_ _
LL
N REVIEWED sYs
Robbins engineering. Inc. REPER TO ROBBING 8M0. GBMERAL, Date Sealeds9-2.04
PO Box 280055 M07W AND SYMBOLS SRRRT FOR
Tempe, PL M6 2 ADBITXOHAL SPEC172CATIONS. Robbins ihginserinQ, Inc.JOnline Pius" APPROX. TRUSS WEIGHT■ 95.7 L138 Scales 0.3751 . 11
•-- . RDSBIIViI,OLXtaa■eate lt+sa(id l�P+f►.rletl-AriM A(d7 S4 Cradc4�■adiLe. RabblatEe6tAbeate-are>t+o.�hllq brl7t■eresdo•ot4wn,■dd brad■p r. .
■ppatd psD.efesadsr■astrackJas■L Qepler de M.Irs.wmaloea albes.slse bt ptrma■aeaw be■tt .Re4rb}lle9:-e paN3ed by eert-rs 111[sl■rsll■st;sat Condense #1 .Danignart LUCAS AW.
drdaS:6mttlmtmum.UYen aucr+i.ciWkwM pia"r•.d.Ht7ayim n■ D'oaatrloDftre.9■Me W%MNisw wimOISra0 99.raimaeree■e[t+satne+e TC Live 53.9 ps! Checkers MNZ ASSIGNED
"CD peraDet lftY lYee6teds ar Mrlamtsgf■Ure peatudlar asal.lb loose f■ma■r-■ate eteAt■admrakysidndaul■ENee[Qetnlgpnpes'uah-trnelgnysensnt
I■[d■te oo•necuaSplks.lrwfaee►osra O�aar sp■m am■-e ts•bearl■ysatest� ItppH■aa■d•doml■d■t'•-pux�osli b<f■Lta teysMaldaaup dvl■a9teite7a■, TC Dead. 10 pe! Reviewers i
m <■dr■amkAk eaaher,"CNu-a■sdt�hd.syabe SIC Live O pg! Daaigneds
N +wa pe■Was".■ftK7d.l■■■d pawn Mdetlp mpeepa"lei cc%NdA �l . ed. l■I rd ee�{�i a+9a tsl■H dMeM■Y4a'a61■*e .
ut !Naao■al Delp Spedk&ffi■sfar3&ww-Or■de LamMt aa/leT■eh■Lpt• - ute,el■U■ttYetlesynto■d■■dWal as taw d■swr"mortar mtM ertxt■a71ad 8C Dead 10.pa! Rev Not
C'7 (A"Ay,-Dale 6pecis!"w■efarlitat7aettl nmec--kd wmdTr=.L•(rM bads lagrmN Ed Dttlrxmna"9keftw■bap Imposts b7 A.WaLUNIft We w Total 78.5 p6! Rev Dates
m bbk.*gtRafle■eM" Lumber St 1.15 Rua Dates 09/02/04
PURNaiiACc9Y0Yraisoamr.(TDIREcnotcoONTRAE-roiL plate Sr 1.15 Versions L7.0.003
irr Ls7utRrstopaniuT1.Os7aexuu&fcDm(mus Almrau&s FA5,7DRInm TiitsnRA1NNG.• Spacing .24.0 In. Drawings
'vrrt■v'nta�nasa wresmelr-m■s slnanesvwtnau on utYt aeaw,pe,a•-t■r■3�1 avtnrra -
oi:bi a Filpnaalrfa tleALlnBIB PIW eH m 19Dft 200d l'etslal 186.03E Enpneetfng R®View Droning 0842G41031:'1 1 AM Bags 102 .
t04090IG4
.RO-BBINS __ENG . GTPI-ERAL NOTES . & SYMBOLS '
:. PLATE LOCATION PLATE SIZE LATERAL BRACING
— 4 l-- 108 Center plates on joints 6.3 x 8.8 The first dimension is the la;continuous lateral bracingunless otherniselna'ccd in width measured pc pen- attached with(Z)Sd nails=ch.
plate list or on dmw•ine. dicular to slats' The second member where indicated or Zs;
Dimensions are given in dimension is ilic Icn;th "T"or"L"brace stiffener if
inches (i.e. 1 1/2"or.l.3") or measured parallc! to slots. applicable nailed flat to cd;e of
IN-16ths (i.e. 108). w•eb with 1Zd nails spaced 3"O.C.
"T'or"L"brace must be Mlended
at least 90 0 of u•cb len;th.
PLATE ORIENTATION
BE.-�RI\G
""hen shown,indicates 111 dimensions arc shown in NZ�ien truss is dcsi;ncd:o
direction of slors in F1-IN-S1(i.: 6'8 1/2"or besr on multiple suppor•s,
connector plate. 6-08-08). Dimensions less ��� inreriar bearing locations
_
�C8 than one foot are shown in ' t should be mar!:cd on the
IN-SX only O.C.708). truss. [ntc"or support or
:crnrcran shoring:nus:be
in pic:c bcicre
truss. If shim
bcarings.o.assure solid
c--nr_•ct with russ.
BOBBINS LOCK connector plate_ =C s: Tressec i,:ai:ets. Robbins erg. Cc. :enrs no
SS Grace =0) si;ail ce cell e ccL'i` �spersibI IL: for :ere e=:cn of
aCeS Ci :-15� 1 C.i ;GInL. Ce - : raC:P.c CCe:er . i;i
shcw— - ise by circles (e) or N sce :he Tr.iss Plat I-Ist z 2. 3 S=
Iecse '.� c:_ cr :.a„es in elate cor,cact area. �zciice
SnCW`.1. C'x'ernil Scans _1s3zui:.t r.'cc rt-c_ ^c t�SS�S _aL'L:CCe. CC _ee:i-
at eaC _..z, U IeSS 1nC:CC.2,,. c rn se. _ :CC :.,.._C. 11:'Z :=Cer .0 .:C' _:_ ,_c -C
iaGrica,:cr Silall 10e Der:Or,,neC On eCL,1*1cMe^: 'A:IC:'. :CCCIi.^� i C L Gf i101n�
-,rCCL'Ce5 L'z-iict:ng (OInCS and CIa:eS. f ^:'SS CrC,C... a,:. -L'r:CAC:C,-_ S: r^ nZ- '
._ -
CLi �;5� ncrizc, -:,C1sCure CCnCe:,C �i 1L' ' �. _�C " • - ^c
.vn, 1CC n:�.. JGL'_cr�i 'nCrC,s ],..-..
I0C e::CeeC 1:'CC „e Or iabr:CaC:Cn aC5 _c
Ceslzns ar_ ICE aCCilCable for use R':en Eire 3r: ilC CC:lli, CCS�CC:Il'C:`,: It :s es- •:s'1C1' S
lumbers This design was prepared in aCCcrdanCe %vich to asCerzaln chat the design loads ucifiz= or, : lls
" acional Design-Specificacions for Scress - Gr Ce ':ng mee. Or e:i=L—d Elie aC:L'al d=d :cads
Lumber and Its.Fasreninas" (AFPA), "Design imccse by the structure and the live Icads im;ccsed
Specifications for Light N•1eEal Plate Connected Wood bv :ere local building code or Historical clirn.acc records.
Trusses" (TPI),' and HUD Design Criteria for
FUR\ISH A COPY OF THIS DESIGN TO ERECTION CONTR.-ACTOR. IT IS THE RESPONSIBILi 7 f
- OF BUILDING DESIGNER TO REVIEW THIS DRWG. &VERIFY THAT DATA
INCLUDI\G DIM. & LOADS CONFOR1%,1 TO ARCH. PL-1uN/SPECS & FAB. TRUSS LAYOUTS.
CORPORATE HEADQUARTERS
P.O. Box 280033
614�1 r-e_ Tampa, FL 33682-0033
800-2.82-1299 • Fax: 813-971-611 i
RECEIVE
GL f 2 8 2OC4 [ .
--TOWN OF QUEBWa(JRr
Z PLANNING+F>+
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