2008-521 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building &Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number. P20080521 Date Issued: Tuesday, January 12, 2010
This is to certify that work requested to be done as shown by Permit Number P20080521
has been completed.
Location: 474 AVIATION Rd
Tax Map Number. 523400-302-005-0001-098-000-0000
Owner. JOLLEY ASSOCIATES, A VERMONT GENERAL ]
Applicant: JOLLEY ASSOCIATES, A VERMONT GENERAL PARTNF
This structure may be occupied as a:
Commercial Addition By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan,
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20080521 Application Number. A20080521
Tax Map No: 523400-302-005-0001-098-000-0000
Permission is hereby granted to: JOLLEY ASSOCIATES, A VERMONT GENERAL P
For property located at: 474 AVIATION 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: JOLLEY ASSOCIATES, A VERMOT Commercial Addition $65,000.00
PO BOX 671 Total Value $65,000.00
ST. ALBANS, VT 05478-0000
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans &Specifications
2008-521
new fuel canopy
$100.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday, October 06, 2009
(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�7 f Quee urn; ,r A da , October 06, 2008
ff
SIGNED BY :�i� V F for the Town of Queensbury.
Director of Building&Code Enforcement
.s-- _
_ - FICE USE ONLY '
TAX MAP NO.` / �' PERMIT NO. ! '
FEES: PERMIT /W RECREATION ENGINEERING
(If applicable) o '
............................................................. .
PRINCIPAL STRUCTURE:
APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT
A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION.APPLICATION IS SUBJECT TO
REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION.
APPLICANT/BUILDER: ✓may%°*TQociw, >'.5'e.-vrr fLl- OWNER: a��.G'oGCi/IS zi✓C
/6 we RD• SO( 62'/, sy flower w«,-4- sf
ADDRESS: Sclimec7-4 do f IVV,, 1.?30y ADDRESS: S'T w4Bj _f Yj' 05,3117B
PHONE NOS.s/8-39y-67SS�3 Y-/S99 PHONE NOS. 9002 -
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE:we_ PHONE: 39,4-
LOCATION OF PROPERTY: '! Jy Av:gTi oa Rc%
SUBDIVISION NAME: kj-ror;*1w'S
PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW:
CHECK ALL THAT Z
APPLY TO YOUR 0 Cr d Oj w U.
PROJECT LD DO� OJ I _j o 2=
Z ' Q Q �(n N(n OLL OLL a.mca
SINGLE FAMILY
TWO-FAMILY
i
MULTI-FAMILY(NO.�
TOWNHOUSE
BUSINESS OFFICE j
RETAIL-
MERCANTILE
FACTORY OR I
INDUSTRIAL
ATTACHED
GARAGE(1,2,3)
13
Ole
OTHER
Town of Queenshury • Community Development Office • 742 Bail Road, Queens6urij, NY 12804
t
IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: 7'oGCE� �t�ec;yrli:t /�7o6•Z
G
ESTIMATED CONSTRUCTION COST: FUEL TYPE:
HEAT TYPE? AloNe_ *HOW MANY FIREPLACE(S). " AND/OR WOODSTOVES(S): w0�
ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? Nd
IS THIS A HISTORIC SITE? / o
PROPOSED USE OF BUILDING OR ADDITION: 2ETft-r- 6ai gv�qe
ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? A10
ARE THERE EASEMENTS ON PROPERTY? wU
*Please complete a separate Application for `Fuel Burning Appliances&Chimneys"available in our office
I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I
certify that the application, plans, and supporting materials are a true and complete
statement/description of the work proposed,that all work will be performed in accordance with the
NY State Building Codes, local building laws and ordinances, and in conformance with local zoning
regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain
a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by
a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of
occupancy.
I have rea a to the above.
Signed �.� , /"/" •�-y-
Director of Building & Codes: 761-8256 (for questions QUESTIONS? CALL 761-8266 OR EMAIL
regarding Building Permits, construction codes or septic codes(ftueensbury.net
systems) VISIT OUR wESSITE FOR MORE INFORMATION
Zoninq Administrator: 761-8218 (for questions regarding www.gueensbury.net
required permits, the permit process, application requirements or to
schedule an appointment)
This application/proposed action described Permission is hereby granted to the above
herein is found to be in accordance with the Applicant to erect or alter the building described ;
zoning Laws of the Town of Queensbury. herein in accordance with said Application: 00
1 I
ZONING APPROVAL DATE o BUILDIN ODES APPROVAL E
i 0
Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804
------------I----------------------
PROJECT NAME: OFFICE USE ONLY
17 y STAFF INITIALS:
BUILDING PERMIT SUBMISSION DATE:
CHECKLIST FOR: :.____
MULTIPLE DWELLING or COMMERCIAL PROJECTS
1. Building Permit Application Completed? YES NO N /A
Energy Form or CheckMate Energy Code Compliance
2.
Forms Complete? (2-copies)
3 Energy Code Inspector's Report from Checkmate
Program? (2-copies)
Septic application completely filled out?
4' (if applicable) l (�
5. Electrical Inspection Form complete? )I�5
j6. Two (2) sets of the plans each of the following: YES NO ! N /A
a. Floor plans (s)? N�P
'
'E I b. Foundation plan?E 1
c. Cross sections (s)? ✓f/�
d. Elevations?
- -- - - -.
e. Design loads including floor, snow load, and wind �as
load?
i
I f. Seismic design (required after January 2003)?
g. Plans signed and sealed by registered architect or �S
engineer?
I h. Window and door schedule? ( ( e✓�/1
Two (2) site plans showing location of the structure to be
7 built, location of well or water lines, location of septic
system or sewer line with all setbacks and separation
distances shown, and all improvements to the property
8. Solid Fuel Burning or Gas Appliance Form (if applicable)?
1
9. 1 Driveway Permit f i IN
Town of Queensbury - Community Development Office • 742 Bay Rona, Queensbmry, NY 12804
r---10 ve-O(W6-
Foundation Inspection Report
Office No.(518)761-8256 Date In n®request received:
Queensbury Building&Code Enforcement Arrive- am/pm Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspect is tials:
NAME: o PERMIT#:
LOCATION: INSPECT ON.
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
Monolithic Slab
Reinforcement in Place
The contractor is resp ilible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofmg
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
n US C ���
I
Commercial Final Inspection Report
Office No.: (518) 761-8256 Date Ins ection r es a ed-
Queensbury Building&Code Enforcement Arrive: o Depart: am/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Iniha s:
NAME: PERM #:
LOCATION: (�Z/
[✓ ^ .o�, DAT — —J(')
COMMENTS:
Y N NA
Chimney/"B"Vent/Direct Vent Location L Xp 6 l
Plumbing Vent Through Roof 6"/Roof Complete / 1
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
Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %2 doors
> 10%> 1000 s . ft.
3/4 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
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 [Both sides]
Active Listening System and Signage 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' /Driveable Surface 20'wide
Okay To Issue Temp. or Permanent C/O �' vE Cz
Okay To Issue C/C
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc
Framing / Firestopping Inspection Report
Office No. (518)761-8256 Date Inspection req ved:
Queensbury Building&Code Enforcement Arrive: a rt: am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials•
NAME: PERMIT#: 7�I
LOCATION: q-1Li AJ\ART C5c5 V'g-'ffl(7 INSPECT ON: \7 1Q-Qb
TYPE OF STRUCTURE: C h P�MP r A i��
Y N N/A COMMENTS:
Framing
Attic Access 22" x 30" minimum
Jack Studs/Headers
Bracing/Bridging C�fvb v�v
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Exterior Deck Bracing
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 % w 16 gauge 8 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Botts 6 ft. or less on center
Ice and water 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. CM
5.7 sf above/below grade
5.0 sf grade
LABuilding&Codes Forms-01-MBuilding&Codeslinspection FomslFraming Firestopping Inspection ReporLdoc Revised January 7,2008
a �
DENTS ENGINEERING, P.C.
❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238
❑ P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521
SITE OBSERVATION REPORT
PROJECT: Exit 19 REPORT NO: F-08-187-11-29-08
CLIENT: Jolley Associates DATE: 11-29-08
CONTRACTOR: EMCO JOB NO. FDE-08-187
A representative of Dente Engineering was present at the above referenced project to perform
special inspection of the structural portion of the new canopy over the gas pumps.
The structural steel and sheet metal framing portions of the canopy have been installed in general
conformance with the installation drawings. All structural members are in place. All fasteners
appear to be in place and the joints appear to be tight. The cold-formed structural pieces, for the
canopy, are installed and were observed to be in general conformance with the installation
drawings and all fasteners appear to be in place and tight.
The electrical devices, fire protection piping, and signage appeared to not be completely installed
and are not part of this inspection.
Inspection of the column anchorage was covered in an earlier report.
The canopy has been installed in general accordance with the project documents and is
acceptable.
BY: L.C. Ludwig-QISI
LAWRENCE R. PILON, PE
i
�j STRUCTURAL STEEL CALCULATIONS
FOR
SB COLLINS
30' X 88' (6)COLUMN FUEL ISLAND CANOPY
QUEENSBURY,NY
Austin Mohawk Dwg# 08-130
DESIGN LOADS:
Roof Live Load: 60 psf
Flat Roof Snow Load: 60 psf
Ground Snow Load: 60 psf
Design Wind Loads
90 mph, Exposure "B"—(3) Second Gust Wind Speed per ASCE 7-02
Lateral on Fascia: 25 psf
Uplift on Deck: 20 psf
Assumed Allow. Soil Brg.: 2500 psf
Calculations By:
Lawrence R. Pilon,PE
51 Mapleview Drive p� NEW
Pennellville,NY 13132 1�. r0
License # 073336
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30tx O�fOSUPI Y�tJ
---------------
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SPAN-CANT PURLINS(L-180)
CUSTOMER.SB Collins DATE'09/16/08
LOCATION Queensbury,NY CALC BY Irp Al
SIZE.3Ox88 DWG# 08-130
�J INNER SUPRT OUTER SUPRT
PURLIN CANT SPAN LIVE DECK .FASCIA EFF... SELECT BM YIELD DEAD LIVE .:MOM :MOM ALLOW REa'D boc REQ'D b& REQ'D bN :REa'D' i.REa'D 1.SEAM 'BEAM -BEAM c BEAM' DEAD LIVE DEAD LIVE
(a) (L) LOAD LOAD WT WIDTH BEAM WT STIR LOAD LOAD @SUPP IN SPAN`END DEFL (CANT), (SPAN) (SPAN) Sxx Sxx Sxx Sxxe '.Ixx OK???. RXN RXN RXN RXN
(SPAN) :(CANT) (EFFECT)
PS PSF PLF PLF) (KSI) (PLF) (PLF) (K- K- IN IN"4 IN*`4 I ""4 (IN)**3 (IN)-3 IN"3 (IN),-3 IN"4 KIPS KIPS KIPS KIPS
1 17 27 60 5 15 6 W16x40 40 50 85 360 64.3 6.9 1.00 493 5 45 28 25.7 64.7 54,8 518.0 YES 0.7 3.9 3.1 13.0
2 17 27 60 5 5 6.25 W16x40 40 50 76.25 375 ` 65.2 8.8 1.00 500 5 47 2.7 26.1` 64.7 54.8 518,0 YES 0.7 4.1 2.8 13.5
3 0 0 50 0 0 0.0 #DN/O! #DIVIOI #DIV/OI. #DIV/Ol #DIV/01 #DIV/01 00 0.0 0.0 0.0 '#DIVIOI #DIV/01 #DIV/01 #DIVIOI #f#t##
4 W12x14 14 50 14 0 0.0 #DIVIOI #DIV/01 #DIV/DI #DIVIOI #DIV/01' #DIV/01 OA 14.9 10.8 88.6 #DIV/01 #DIV/01 #DIV/01 #DIV701 #####
5 W12x14 14 % 14 0 0.0. #DIVIO! #DIVIOI #DIV/01 #DfV/Of. #OIVIDI: #DIV/01 0'0 14,9 10.8 88,6 #DIV/01 #DIV/01 #DIVIOI #DIV/OI #ltt##1
6 0 0 50 0 0 0.0 #DIVIOI #DIV/01 #DIV/01. #DIV/01 #DIVM! #DIV/01 0.0 0'0 0.0 0.0 #DIV/01 #DIV/01 #DIV/O! #DIV/01 #####
7 W12x14 14 50 14 0 0.0 #DIV/01 #DIV/01 #113 1 #DIVIOI ':#DIVIOI #DIV/01 0.0 14.9 10.8 88.6 #DIVIOI #DIV/01 #DIVIOI #DIV/01 #####
8 W12x14 14 50 14 0 0.0 ODIVIOI #DIV/0! #DIV/O! #DN/0I #DIV/01 #DIVIOI 0.0 14.9 10.8 88.6 #DIV/01 #DIV/01 #DIV/01 #DIV/01 #####
9 0 0 50 0 0 0.0 #DIVIOI #DIV/01 #DIV/01 #DIV/01 #DIV/Of #DIV/01 0.0 0.0 0,0 0.0 #DIV/01 #DIV/01 #DIV/01 #DIV/01 tfltk##
10 0 0 50 0 0 0.0 #DIVIOI #DIV/01 #DIVIOI. #DIV/01 #DIVIOI #DIVIOI 0.0 0.0 1 0.0 0.0 1 #DIV/01 #DIV/01 #DIV/01 #DIV/01 1##k##
36 OR 112 LIVE DEFL< (NOT APPL FULL LIVE 1/2 LIVE i FOR FOR EFFECT IF NO 112 LIVE
INPUT VALUES FOR SEVEN COLUMNS(B-H)ABOVE 50 KSI LOAD ON a(12)/l80 IF a/I 4 0.2) LOAD ON LOAD ON MOM IN ,MOM AT Sxx SELECT ON
ASTM CANTS& OR 1" 'FULL =,CANT, CANT, SPAN "SUPPT W/BOLT NEW CANT
A36 OR (LESSER LIVE LOAD CTR CTR Sxx=` Sx)c= HOLES BEAM
A572 VALUE) ON SPAN DEFL 4 'DEFL< M/.6Py 'MI.6Fy REMOVED BASED
GR.50 NA IF L(12)/180 L(12)/180 FROM ON
NOTES: : a/I 0.2 OR 1.75" OR 1.751, FLANGE Sxx or IV
1) USE ONLY FOR PURLINSHUNG FROM CROSS BEAMS (LESSER (LESSER AREA.(AT
(UNBRACED L=O;COMPACT SECTION) VALUE) VALUE) SUPPORT
ONLY)'
2) BRACE ENDS OF CANTILEVERS WITH''a'>12' USE ONLY
W ITM
3) BRACE SPANS WITH L'>24 MOM AT
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18x18 B,SEPLATE
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CUSTOMER:SS Collins DATE:09/16/08
LOCATION:Queensbury,NY CALC BY:Irp
SIZE:30x88 DWG#:08-130 w "jjWL+�I ✓ ^" /�
r + � Mb
PLATE LOADS AT COLUMN BASE Col Col Col ` Plate Plate Bolt Boft Anchor #Bolts
(W or.7E) (W or.7E) (W or.7E) depth width Flange Len Width Pattern Pattern Bon ' on width BASEPLATE
Pdead Mdead Plive Mlive "at Mlat Pup/down "d" ,tip "r 'W "B" "Ln" "Lb" Diam "Er
(KIPS) - (KIPS) K PS (K•F KIPS IN N) I N) I N)
(up*nog) AB'S
1 9.00 2.00 33.00 5.00 1.80 20,00 0.00 10.00 10,00 0.25 18.00 18.00 14.00 14.00 1.25 2
2 9.00 2.00 33,00 5.00 1.80 20.00 16.00 10.00 10.00 0.25 1&00 18.00 14.00 14.00 1.25` 2
3 10.00 10.00 0.25 18.00 18,00 14.00 14.00 1.25 2 O t0a O
4 10.00 10.00 0.25 18,00 18.00 14.00 14.00 1.25 2
Only if O O
INPUT VALUES FOR SIXTEEN COLUMNS(B"Q)'ABO applic
(IF ZERO VALUE,ENTER'O'OR CLEAR CELL) I , E
PLATE PLATE BENDINGRESULTS REQUIRED_ WE0,6, E MAXANCH R:,TLO
_LOAD CASE 1 LOAD CASE;2 LOAD CA E 3 LOAD O 4`. EQ D LC1 LC2 LC3 LC4 EQ'D
Max Brg I Req'cl T Max Brg Req'd'4 Max Brg Req'd T Max Brg Req'd'f "t" WELD LOAD SF< LOAD SF`- LOAD SF LOAD SF
KSI N (KSI) IN (KSI) IN KSI N N IN IN KIPS IPS KIPS KIPS
1 0.468 0.912 0,367 0.807 0.247 0.704 0.253 0,071 0,912 0.117 0.179 0.226 0.153 5/16 5.08 4.61 3.56 6.59 9.27 2.53 9.60 2.44
2 0.468 0.912 0,303 0.734 0.163 0.571 0.169 0.547 0.913 0.117 0.179 0.226 0,153 5/16"' 5.08 4.61 6.02 3.89 12.55 1.87 12.89 1.82 '
3 #DIViO! #DfV/01 #DN/01 #DIV/01 #DIViO! #DIV/O! #DfV/01 #DIV/O! #DIV/Ol 0.000 0.000 0.000 0.000 5116 #DIV/01 #DIV/01 #DIV/O! #DIVIOf #DIV/0! #DIVf01' #DIV10! #DIWOI
4 #DIV/O! #DIV/01 #DIV/0! #DIV/O! #DIV/O! #DN/0! #DIV/01 #DIV/01 #DIV/O! 0.000 0,000 0,000 0.000 5/16 ' #DrV/01 #DIV/01 #DrV/O! #01001 #DIV/01 #DIV/01 #DIV/01 #DN/0I
CHECK CHECK CHECK CHECK' MAX OF" MAX OF IF,<1 11 IF<1.1 IF<1.1 IF< .1
LESS LESS LESS LESS ` 4 CASES 4 CASES PICK PICK PICK PICK
THAN THAN THAN THAN 3/4`' silo, NEW` NEW NEW NEW
1 KSI I I 1 KSI I I 1 KSI 1 KSI ` MIN MIN DIAM DIAM' DIAM DIAM
MAX BEARING STRESS ON CONCRETE IS ASSUMED TO
BE.35'3 KSI=1.05 KSI FOR 3000 PSI CONCRETE
CHECK IF STIFFENERS REQ'D DUE TO
ANCHOR BOLT TENSILE LOADS(SEE NOTE 6)
NOTES: 1) THE FOUR LOAD CASES ARE LC7)DEAD+LIVE;LC2)DEAD+,75(WIND or,!SEISMIC)+0.75LIVE
LC3)DEAD+WIND(or,!SEISMIC):AND 1.04),6DEAD+WIND(or.!SEISMIC) REQ'D t={(6'Tbolt'L)/(,75'Fy'be))"O.5(MIN`r FOR NO GUSSETS)
PLATE
2) VALID ONLY FOR RECTANGULAR OR SQUARE HSS COLUMNS(ASTM A500)WITH 1 REQ D t- 1,10 IF REQ t>gCTUAI USE GUSSET
ASTM A38 BASE PLATE AND ASTM A36(OR A307)ANCHOR BOLTS 2 REQ D t= 1.27 IF REQ t>ACTUAL USE GUSSET 4
(FOR ROUND COLUMNS CAN ASSUME d-,75"DIAMETER) 3 REQ D If- #DIV/O! IF REQ t>ACTUAL USE GUSSET
4 REQ'D I #DfV/O! IF REQ t>ACTUAL USE GUSSET
3) WELD ELECTRODES ASSUMED TO BE E70XX WELDING ROD
L=dirt from bolt of to comer of column
4) MINIMUM SAFETY FACTOR(SF)FOR ANCHOR BOLTS IS 1.0 be ow effective weld strain width=2'1.(max=5"allowed)
Fy=36 ksi
5) NO ALLOWABLE STRESS INCREASE OF 1.331S USED FOR CASES WITH WIND OR SEISMIC LOAD
6) CHECK BASEPLATE FOR BENDING 0 COLUMN CORNER DUE TO BOLT TENSION LOADS PER HS6 CONNECTIONS MANUAL PG 7-9 AND 7-10
(GUIDE FOR 1 Ox1 O,OR 12x12 COLS ON 3/4 PLATE-USE GUSSETS IF Tliok>SKIPS)
(GUIDE FOR IOX10 OR 12x12 COLS ON 1"PLATE`•USE GUSSETS IF Tbolt>10 KIPS) �-
CONSTRAINED FOOTERS-SQUARE
CUSTOMER; SB Collin DATE: 09/16/08
LOCATION: Queensbury,NY CALC BY: Irp
SIZE: 30x88 DWG#: 08-130
FOOTER LOADS AT COLUMN BASE COLUMN SOIL PROPERTIES PRELIM FTR SIZE/WEIGHT ISLAND WEIGHT. MISC TOTAL
(W or.7E) (W or.7E) (W or:7 ) HEIGHT BEARING LATERAL SIDE DEPTH I WT WIDTH DEPTH WT WT DEAD
Pdead Mdead Plive Miive Vlet Mvlat) Pup/down STR SRNG STR LENGTH WT
(KIPS) (K-FT) (KIPS) (K-FT) (KIPS) (K-FT) (KIPS (FT) KSF), KSF/FT) (FT) „_(FT) KIPS) (FT) (FT) (KIPS) (KIPS) (KIPS)
(up=ne9)
1 9.00 2.00 33.00 5,00 1.80 20.00 0.00 20.00 2.50 0.25 4.5 5 14.68 3 1 1.96 25.64
2 9.00 2.00 33.00 5.00 1.80 20.00 -16.00 20.00 2.50 0.25 4.5 5 14.68 3 1 1,96 25.64
3 18.00 2.50 0.25 5 5 18.13 3 1 2.18 20.30
4 18.00 Z.50 0.25 5 5 18.13 3 1 2.18 20,30
INPUT VALUES FOR SEVENTEEN COLUMNS(B-R)ABOVE Square Conc Canopy
(IF ZERO VALUE,ENTER'0'OR CLEAR CELL) footings VA footer
only 145 pcf Island
mist
FOOTER BEARING RESU TS OADT K,;;
DOTER LOAD CASE 1 ;LOAD CASE 2 LOAD CASE 3 LO;ta CASE 4s B RING LOADS UPLIFT CHECK(LC 4) REQ'D CHOSEN
BEARINGDFLOAD
Q BEARING LESS THAN FACTOR OF SAFETY DEPTH DEPTH t
LOAD DEPTH DEPTH LOAD DEPTH LOAD DEPTH SOILALLOWABLE7 OK7 `
KSF) (FT) (FT) (KSF) (FT) KS (F F.S.1 2.07 1.9 3.3 0.44 3.4 0.27 3.4 YES N/A YES 3.4.3 YES2 2.07 1.9 3.3 -0.35 3.4 -0.52 3.4 YES 1.60 YES ' 3.43 YES
3 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 YES N/A YES 0.00 YES
4 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 YES NIA YES' 0.00 YES;
Check Check Check Check Checks if max bearing Greater: Max
less than less than less than less than value Is less than than 1.5 value
specified- specified specified' specified specified allowable of 4
allowable allowable allowable 00wabis load'
cases
NOTES:
1) THE FOUR LOAD CASES ARE LCt)DEAD+LIVE;LC2)DEAD+.75(WIND or.7SEISMIC)+0.75LIVE
LC3)DEAD+WIND(or.7SEISMIC);AND LC4).6DEAD+WIND(or.7SEISMIC)
2) USE ONLY FOR SQUARE FOOTINGS,CONSTRAINED BY A DRIVE SLAB
OR PUMP ISLAND
3) REQUIRED DEPTH TO RESIST LATERAL LOADS BASED ON CONSTRAINED PIER DESIGN
4) BEARING LOADS FOR ALLOWABLE CHECK DO NOT INCLUDE WEIGHT OF FOOTER,ISLAND OR MISC \
THESE WEIGHTS USED TO CHECK UPLIFT ONLY
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