2004-320 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20040320 Date Issued: Wednesday, August 04- 2004
This is to certify that work requested to be done as shown by Permit Number P20040320
has been completed.
Tax Map Number: 523400-309-005-0001-010-000-0000
Location: 408 SHERMAN Ave
Owner: ROBERT & CINDY ROBERTS
Applicant: ROBERT & CINDY ROBERTS
This structure may be occupied as a:
By Order of Town Board
Garage - 3 Cars Detached 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: P20040320 Application Number: A20040320
Tax Map No: 523400-309-005-0001-010-000-0000
Permission is hereby granted to: ROBF,RT& C;TNDY ROBF.RT4
For property located at: 408 SHERMAN Ave
in the Town of Queensbury,to construct or place
at the above location in accordance with application together,with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: ROBERT & CMY ROBERTS
408 SHERMAN Ave Garage-3 Cars Detached $19,000.00
Total Value $19,000.00
QUEENSBURY, NY 12804
Contractor or Builder's Name /Address Electrical Inspection Agency
i
Plans&Specifications
2004-320
864 SQ FT 3-CAR DETACHED GARAGE
$86.40 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, June 01, 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 ttl ` o of Qu a sb uesday, June 01, 2004
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
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.
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:�abe�^�� C�nd�, �9 Zb��� Owner:Rcsbe,r--f iE. -+ �n�v A. /?O ,,, < uz
Address: NOR Address: 9 o k lA PDPr--'5h e1-m6 h e ve_
Phone#(5(g) -71P -,S4 9 U Phone#(aa)79 k - ,-
Property Location: Lot Number: / House Number / -5�er n. de-
Subdivision Name: Tax Map N ber: 9 3-a -a a.toA
New Building: residence /commercial 'Estimated Market Value of Construction:$_ /9i
O Addition: residence/ commercial If an Addition,what will use of new addition be?
t] Alteration: residence/ commercial
Q No change to exterior size: residence/com'1-
0 Other work(describe
Check OccupancyInformation 1' Floor 2° Floor Other floor Total
Below sq.ft. sq.ft, .fls Square Feet
?, y
o Single family dwelling
o Two family dwelliniz M,
t3 Townhouse
o Multifamily dwelling TOWN OF OUE NSSURY
#of units BUILDING AND CODE
o Office
o Mercaatile
o Manufacturin
— --- --- — — ..0 1 mar detached garage - - --- --
0 2 car detached garage
�( 3 car detached garage
0 1.car Attached garage
0 2 car attached garage
0 3 car attached garage
0 Storage building-
commercial
o Storage building-
residential
o Other
What is the proposed height of the structure feet inches
Will any second-hand or ungraded lumber be used? If so,for what? X6
Type of Heating System: electric/ oil / gas/wood /forced hot air/ baseboard/other: /)ONE_
Number of Ftre__places to be installed 0 Number of oWo dstove,s to be installed d
List below the person(s)responsible for supervision of work as regards to building codes:
Name Address- Phone Number
Builder- Cie -w - 7= -rt 7 q k`- -
Plumber a n,
Mason g c, a L fa p--9y/a2
Electrician ,- q 79r P--9 q/-2-
Able-
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 Uwe 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 Cod ,an As Bullt Survey by a licensed surveyor;drawn to scale,showing actual
location of all, v ns coon
Signature: �� owner,owner's
caner s agent,architect,contractor
� Q . K �
Residential Final Inspection
' Office No:(518) 761-8256 Date Inspection request received: -�7W 0 am—
Queensbury Building&Code Enforcement Arrive: am/ In Depart: S�pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
NAME: PERMIT#: �O
LOCATION: olyL- DATE: AN 04—11T�
TYPE OF STRUCTORE,..
Comments
Y N N/A
Chimney Ht./"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumb Vent through roof
Roof 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
Grade away from foundation 6 in.with 10 ft.
Handrail Termination at Newell Post or Wall
8 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
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:
Outside every bedroom area:
Inter Connected: / Battery backup:
Bathroom Fans,if no window
Carbon Monoxide detector
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 sf
Emergency egress below grade
Basement stairs closed rise>4 inches
3/4 hour fire door/door closer
Garage fireproofing
Duct work Sealed properly
Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area
Crawl Spaces 18"x 24"aces , 1 s . ft.-150 s .ft.vents
Building No./Address v' jblj Jr9jn rgqd,
Final Electrical
Site Plan /Variance re uir d
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 Occu anc
Okay to issue Permanent C/O(Cert. Of Occupancy)
L:\SueHemingway\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.doc edited January 28,2003
COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. GJ�
Main Office 176 Doe Run Road-Manheim,PA 17545
MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL �4
Permit No.....................J................Cert. No 75901 Cut-in Card No..................................
Owner... 'E
Location..` . #r'—A*� �'`� ...........4................................ .
Installation Consisting of.3.. 1 .Z ..� �.
.... .......... ....... ....... ...................... ..........................
a6. -. ................ ,�e7...................................................................................................
....................................................................................................................................................................................
InstalledBy.....�..`.........�?7.e~p .............................Lic.No...................................................
The conditions following governed the issuance of this certificate,and any certificate previously issued is
cancelled:-
This certificate only covers the electrical equipment and installation conditions as of date. Upon the
introduction of additional equipment or alterations,application shall be promptly made for inspection.
Inspectors of this Company shall have the privilege of making ' sp ctions at any time, and if its
rules are violated,the Company shall have the right tore ke thi ce i te.
Date.. '`'. . ............. INSPECTOR..... /....... ................................ ................................
Member N.F.P.A.,I.A.E.1.
Framing /Firestopping Inspection Report
)_ Office No. (518)761-8256 Date Inspection request received: e2 42
Queensbury Building&Code Enforcement Arrive: am/pm part: = �hln/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials: /
Ju
NAME: L �-'JG- PERMIT#:
LOCATION: INSPECT ON: 4�
TYPE OF STRUCTURE:
Y N N/A COMMENTS
Framing
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12" O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 `/2(w) 16 gauge(8) 16D nails each side
Draft stopping 1,000 sq. ft, floor trusses
Anchor Bolts 6 ft. or less on center
ce 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 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
L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003
1 Framing /Firestopping Inspection Report
Office No. (518)761-8256 Date Inspection requo.,st rWA,yz
Queensbury Building&Code Enforcement Arrive: —am/0m/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials:
NAME: L b !s PERMIT#: 3
LOCATION: -u d a'' INSPECT ON:
TYPE OF STRUCTURE:
Framing Y N N/A COMMENTS
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 %s(w) 16 gauge (8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
nchor 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 '/z inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
LASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003
Foundation Inspection Report -71
Office No. (518)761-8256 Date Inspection reques received: (, GT
Queensbury Building&Code Enforcement Arrive: am/piDepart: am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
NAME: V0" PERMIT#:
LOCATION: L1-0,? Sly—• INSPECT ON: 6
TYPE OF STRUCTURE:
0- T*V
11 Comments
Y N N/A
0
iers Of
Monolithic Slab
Reinforcement in Place
The contractor is responsible for I
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 Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
LASueHemingway\Building.Codes.InspectionTORMSToundation Inspection Report doc January 28,2003
Commercial Final Inspection Report
Office No.: (518) 761-8256 Date Inspection req st e ei /Y C
Queensbury Building&Code Enforcement Arrive: a�p e art: r m/pm
742 Bay Road, Queeen)sbury,NY 12804 Inspector's Init?s:
NAME: lDi� ��`—�� PERM "00 3 S�d
LOCATION: DATE: i7t / �6i S
COMMENTS:
Y N NA
Chimney/"B"Vent/Direct Vent Location
Plumbing Vent Through Roof 6"/Roof Com lete
Exterior Finish Grade Complete 6"in 10' or Equivalent
Interior/Exterior Guardrails 42 in.Platform/Decks
Interior/Exterior Ballisters 4 in. Spacing Platform/Decks
Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11"
Vestibules For Exit doors>3000 s . ft.
All Doors 36 in.w/Lever Handles/Panic Hardware,if required
Exits At Grade Or Platform 36(w)x 44" 1)/Canopy or Equiv.
Gas Valve Shut-off Exposed&Regulator 18")Above Grade
Floor Bathroom Watertight/Other Floors Oka
Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum
Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System
Fresh Air Supply for Occupancy/Ventilation Combustion
Low Water Shut Off For Boilers
Gas Furnace Shut Off Within 30 ft. or Within Line Of Site
Oil Furnace Shut Off at Entrance to Furnace Area
Stock oom/Storage/Receiving/Shippnig Room(2 hr.), 1 '/z doors
> 10%> 1000 s . ft.
3/a Hour Corridor Doors &Closers
Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire
Dampers/Fire Doors
'Ceiling Fire Stopping, 3,000 s . ft.Wood Frame 1
Attic Access 30"x 20"x 30"(h), Crawl Space Access 18"x 24"
Smoke Vents Or Fan, if required
Elevator Operation and Si a e/Shaft Sealed
Handicapped Bathroom Grab Bars/Sinks/Toilets
Handicapped Bath/Parking Lot Si na e
Public Toilet Room Handicapped Accessible
Handicapped Service Counters, 34 in., Checkout 36"
Handicapped Ramp/Handrails Continuous/12 in.Beyond
Active Listening System and Signa e Assembly Space
Final Electrical
Site Plan/Variance required
Final Survey,New Structure/Flood Plain certification,if req.
As-built Septic System Layout Required or On File
Building Number or Tenant Address on Building or Driveway
Water Fountain or Cooler
Building Access All Sides by 20' /De-Q ble Surface 20' wide
Okay To Issue Temp. or,P-ermanent
Okay To Issue C/C
Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc
.. Town of Queensbury ,
Fire Marshal's Office
742 Bay Road
Queensbury, NY 12804
Phone (518) 761-8205 Fax(518) 745-4437
Fire Marshal's Inspection Report
Request INSPECTION ON:
SCHEDULE
Received: Permit#�73 � '
Name: AM (DPM ANYTIME
Location:
APPROVED
N/A YES NO COMMENTS
EXIT ACCESS
EXIT ENCLOSURE
EXIT DISCHARGE
MAIN AISLE WIDTH
SECONDARY AISLE WIDTH
EXIT SIGN-NORMAL
EXIT SIGN-BATTERY
41
EMERGENCY LIGHTING
FIRE EXTINGUISHER HUNG
FIRE EXTINGUISHER
INSPECTION
FIRE EXTINGUISHER HYDRO
FIRE ALARM SYSTEM X
FIRE ALARM -FAN SHUTDOWN
FIRE SPRINKLER SYSTEM
FIRE SUPPRESSION-KITCHEN
FIRE SUPPRESSION-GAS
ISLAND
HOOD INSTALLATION
INTERIOR FINISHES
STORAGE j!
COMPRESSED GAS >l
CLEARANCE TO SPRINKLERS S/
CLEARANCE TO ELECTRICAL
ELECTRIC WIRING ENCLOSED }(
COMBUSTIBLE WASTE x/,
VEHICLE IMPACT PROTECTION
FIRE LANE
F.D.SIGNAGE-UTILITY ROOMS
1
NO SMOKING SIGNS
MAXIMUM OCCUPANCY SIGN
EMERGENCY EVAC PLAN
OK THIS DATE O F R CO NOT OK
INSPECTEU BY
COMDEV/CHRISJ/WORD/LETTERS20011F IREMARSHALI NS PECTIONREPORT11022001
WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY
5- 1-03_10:30:=M:CLB DC r3UEENSBURY ,51S _SS n504 # 9/ 1$
Job Mark Quan Type • Span ' Pl-Hl Left OH Right OH Engineering
T03011565 2452T 520 4.3 240000 5 .2- 0- 0 2- 0- 0
I j
U#0225 J#STOCK60
sxs-
HO 4-1 B HO 4-1
2x4. 2XV,
F G
5
5-4-1 /
A C
$. E 51 D
3x4- 4x4= 3x4-
W:508 W:508
R:2208 R:22DB
U: 248 U: 246
TC 2-0-0 6-9-3 5-2-13 5-2-13 6-9-3 .2-D-0
-B�----- _.�-3-il g=3-11
-'----' ---- --24-0-0-- --ALL PLATES ARE LOCK20
Scale:0.242°=1'
Robbins Engineering, inc./Online Plus" ),FPROX. TRUSS WEIG•r.T: 137.1 LBS
Online Plus -- Version 13.5.02E PLATING CONFORMS TO TPI REVIEWED BY:
RUN DATE: 1-16-03 VERIFY PLATE VALUES WITS Robbins Engineering, Inc.
ROBBINS ENGINEERING_ PO Box 290055
CS1 SIZE LUMBER 1.1517B GRIP BASED ON SYP/SPF LUMBER Tampa, FL 336B2
TOP 0.94 2X 4 1650F1.S.1B97 USING GROSS AREA TEST METHOD.
BTM 0.76 2X 4 165OF1.5 1897 PLATES - 20 GAUGE LOCK REFER TO ROB13INS 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_D9 INCREASE ADDITIONAL SPECIFICATIONS.
FB 15.0% FT 0.0% FC 0.0& TENSION 1339- 465 PLI PER PAIR
SHEAR 7B47 506 PLI PER PAIR NOTES: "
LATERAL BRACING: 1. TRUSSES MANUFACTURED BY -
TOP CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y SARATOGA LUMBER TRADERS
BTH CHORD - CONTINUOUS A 2001 5.00 X 6.00 5.4 3.5 2. EMPIRICAL ANALOG IS USED.
TRUSS SPACING - 24.0 IN. B 3010 5.00 X 5.DD CTR CTR 3. WIND LOADS - ANSI/ASCE 7-98
C 2001 5.00 X 9.00 5.4 3.5 TRUSS IS DESIGNED AS A '
STANDARD LOADING D 1010 3.00 X 4.00 1.5 1.5 MAIN WIND-FORCE RES SYSTEM
LUMBER STRESS INCREASE: 15.08 E 101D 3.00 X 4.OD 2.5 1.5 FOR FTTRR70R ZONE LOCATION
PLATE STRESS INCREASE: 15.0% F 1001 2.00 X 4.00 CTR CTR WIND SPEED - 9D MPH
LOADING LIVE DEAD (PSF) G 1001 2.GO 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
BTM CHD 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
LBS IN-SX LBS IN-SX 4. PREVENT TRUSS ROTATION AT
A 2200 5- 8 C 2200 -5- 8 ALL BEARING LOCATIONS_
•' S. ANCHOR TRUSS FOR A TOTAL,
LEFT RIGHT HORIZONTAL LOAD OF 102 LBS.
HEEL DIN - 4SX' DIN - 4SX G. FASTEN TRUSS TO ERG A
FOR 248 LBS OF UPLIFT,
MEMBR CSI P(LBS) M@1ST M@2ND WHILE PERMITTING NO UPWARD
TOP CHORDS MOVEMENT OF WALL OR BRG.
A-F 0.94 3518 C 3396 -5D04 1. FASTEN TRUSS TO ERG C
F-B 0.87 3133 C 5DD4 -2285 FOR 246 LBS OF UPLIFT,
B-G 0.87 3133 C 2285 -5004 WHILE PERMITTING NO UPWARD
G-C 0.94 3518 C 5004 -3396 MOVEMENT OF WALL OR ERG.
BOTTOM CHORDS
A-E 0.75 3254 T -470 -1210
E-Sl 0.54- 2213 T 1210 426
S1-D 0.54 2213 T -426 -1210
D-C 0.76 325BS4T 1210 470 N E i
F-E = 797 C E-B = 1094 T
B-D = 1094 T• D-G = 197 C ,�q. P••� �[t�'! rp
Cl
DL+LL REEL = 0.38" IN G-C
LL DEFL = 0.201- < BRG-SPAN/240
SPAN/OEFL (DL+LL) = 763 � -••�=^.\ , �+
L►!
r
Robbins Engineering.Inc.104ne Piw"F.1990•2003 Ve,sion 12.5.02B Engineering-Pcnrail 01116103 1:01'21 PM Page 1
JAN 1 7 z003
5- t-G i G:30.=.h11;CL6 CMG OUEECSSEI!R\` :S 1 3 SES OSO4 r t O! t S
Job Mark Quari Type Zpan P1-RI Left OK Right OK Engineering
T03®11565 2452GT 100 TR 240000 5 2- 0- 0 2- 0- 0
U#0225 J#STOCKGO
HO 4-1 2x4 2x4
B HO 4-1
;
J M .
2x4 I _ 2x4
5 H O
2x4 . 2x4:
F Q
5-4-1 2x4 : 2x4
s
3A4 J
1 34_
C E G I K L N P R T
2x4,. 2x4. 2x4. 2x4: Sx5c: 2x4• 2x4 2x4'. 2x4
SPL
TC 2- -0 4-0-0 2-0-0 2-0-0 2-0-0 2-D-D : 2-D-0 2-0-0 2-0-0 . 2-0-0 4-0-0 2=D_0
Bc a-G-o 2="0=0-z=bo 2'-0=0 2=D=o7-z-o=o 2-0-0-2-D-D 4-0-0
24-0-0----...._.---- - -
ALL PLATES ARE LOCK20
Scale:0.242"=1'
Robb'-as Eng_neering,.IOc.IOnline Plus" AiMOX. TRUSS PIEIGHT: 152.9 LBS-
Online Plus -- Version 13.5•D28 DL+LL DEFL = 0.03" IN S-C REVIEWED BY:
RUN DATE: 1-16-03 LL DEFL = 0.01" < BRG-SIRW240 Robbins Engineering, Inc.
SPAN/DEFL (DL+LL) = 999 FO Box 280055
CSI SIZE LUMBER 1.15£B Tampa, FL 33662
TOP 0.31 2X 4 SPF-#2 1510 PLATING CONFORMS TO TPI
BTM 0.25' 2X 4 SPF-02 1510 VERIFY PLATE VALUES WITH REFER TO ROBBINS ENG. GENERAL
WES 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 15.0E 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.FER PAIR 3. WIND LOADS - ANSIIASCE 1-96
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: 15.08' H 3001 4.0D X 4,D0 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 CHID 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 90.0 '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 .H 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.DO X 4.00 CTR CTR HORIZONTAL LOAD OF 103 LES.
HEEL GIN - 45X DIN - 4SX K 1001 2.00 X 4.OD CTR CTR S. FASTEN TRUSS TO BRG A
L 1102 5.00 X 5.00 CTR 3.0 FOR 130 LES OF UPLIFT,
MEMBR CSI P(LBS) Mo1ST M@2ND M 10D1 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 B2 C 536 -1667 O 1001 2.00 X 4.00 CTR CTR 6. FASTEN TRUSS TO ERG C
D-F . '0,31 115 C 1667 -300 P 1001 2.00 X 4.00 CTR CTR FOR 140 LES 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 1D01 2.00 X 4.00 CTR CTR MOVEMENT OF WALL OR BRG.
J-B 0.3.1 153 T -25 98 S 1001 2.00 X 4.00 CTR CTR 7. FASTEN TRUSS TO BRG E
B-M 0.11 147 T -63 118 T 1001 2.00 X 4.D0 CTR CTR FOR 150 LES OF UPLIFT,
M-0 0.12 110 T -118 167 WHILE PERMITTING NO UPWARD
o-Q 0.11 ES C E21 -300 MOVEMENT DF WALL OR BRG.
Q-S 0.31 115 C 300 -1667 The transfer Of loads to the roof 8. FASTEN TRUSS TO ERG I
S-C 0.31 82 C 1667 -538 Diaphragm and bracing for FOR 82 LES OF UPLIFT,
.BOTTOM CHORDS horizontal wind loads is the WHILE PERMITTING NO UPWARD
A-E 0.25 87 T 63 24 P: NT OF WALL OR BRG.
E-G 0.11 97 T -z a _6 Responsibility of the Building ti TRUSS TO BRG KG-I 0.04 87 T 6 1 Designer.. .r(f -
f�:e c A. qt LES OF UPLIFT,
I-K 0.03 B7 T -1 0 f�i. t�• RMITTING NO UPWARD
K-L 0.02 67 T 0 0 C) :^r OF WALL OR BRG.
L-N 0.02 97 T D -2 t#•'J� %� ;'2M,FAS SS TO BRG N
fy i~�f o ,�J1 r`N-P 0.03 87 T 2 9 J; •1S OF UPLIFT,
P-R 0.04 87 T -9 -36 ; ITTlIiG NO UPWARD
R-T 0.11 67 T 36 138 ;lf�. ,:�`t<<•+• F WALL OR BAG.
T-C 0.25 97 T -138 -355 ;P,• :i AS SS TO BRG P ,
WEBS � � FO S OF UPLIFT,
E-D = 464 C G-F = 211 C '�'�� � ti ING NO UPWARD
I-H - 295 C K-J = 288 C '4.,,'C � / _ OF WALL OR BRG.
L-B = 191 C N-M = 2B8 C J, TRUSS TO ERG T
P-0 = 295 C R-Q = 211 C 142 LES OF UPLIFT,
T-S = 464 C WHILE PERMITTING NO UPWARD
Robbins Engineering.In Plus'" 1996-2003 Version 13.6.020 Engineering•Funiaii Dili 6)03 1:01:21 PM Pa.e 1 MOVEMENT OF WALL OR BAG.
- JAN 1 7�Z003
ABLE HOME IMPROVEMENT
For all your home improvement needs
S
Quality work at affordable prices
ABLE Jim Cabral '7a 698
ABLE Mora
"°e Jim Boardway 798-9412 rove
improvements ImprowEments• '
Proposal submitted to: Robert E Roberts JR. Phone: Date:
Street: Job Name: Job Phone:
City,State,Zip code: Job Location: Date of Plans:
We hereby submit spec!rcadons and estimates or:
Proposed three car garage 241x36'
]) FOUNDATION The foundation will be a monolithicpour to include a 12"footing. Floor will be 4"thick with wire mess
throughout. Footings to have two pieces of%"rebar. There will be two-,concrete blocks with cap block installed around perimeter of
garage.A three foot wide apron will be poured along front of garage36'long.
2)Framing The sill plates to be pressure treated 2"x6"with sill seal beneath. Wall framing to be 2"x4"x8'16"on center with Yz"osb
wall sheathing. Roof trusses to be a 5112 pitch with,a 1'over hang to be installed 24"on center.Roof sheeting is 518"adventech.
3)SIDING to be double 4"vinyl with aluminum fascia and vinyl soffit.
4) OVERHEAD DOORS Three 8'W'doors will be installed with electric door openers:One nine light36"entry door to be installed
and one vinyl clad window to be installed
5)ROOF shingles to be Owens-Corning 25 year three tab with I S pound felt paper and one row of ice and-snow shield
6) Electrical install sub panel to garage install.garage lights and four wall outlets and two exterior outlets.Install three exterior
lights (owner to provide light fixtures)
AM work will meet or exceed local building codes and all construction will be inspected by the town building inspector.
All electrical work to be inspected by underwriters laboratory and certificate of completion to be provided to owners
. .. '': •1, _ +,. .. .
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Page 1 of 1
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