2003-956 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201.
Community Development-Building&Codes (518)161.8256
�RTIFICATE �F 'I�I .NCE
Permit Number; P20030956 Date Issued; Thursday,Makh�15,2012"
This is'to certify.that work requested to be done as shovvn�-by Permit Number
. has been completed: ,
Tax Map Number: 523400-1 -020-0001-002-000=0000:
Location: . ' 340,QUEENSBIIRY Ave
Owner: GEORGE&CHARLES SICARD
Applicant;, .. GEORGE&CIMES:SICARD .
This structure may be occupied l6MACK SUPER STORAGE
Fireplace
Free StandingUnheated BuildingBy Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan,
Variance,or other issues and conditions as a resultof approvals by the Directot of Building&Cock nfotce enc
Plianding 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: P20030956 Application Number: A20030956
Tax Map No: 523400-297-020-0001-002-000-0000
Permission is hereby granted to: GEORGE& CHARLES'SICARD
ADIRONDACK SUPER STORAGE
For property located at: 340 QUEENSBURY 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: GEORGE& CHARLES SICARD
19 GEORGE St Fireplace
LAKE GEORGE, NY 12845-0000 Free Standing Unheated Buildin $60,000.00
Total Value $60,000.00
Contractor or Builder's Name /Address Electrical Ins ection Agency
,S
Plans&Specifications
2003-956 ADIRONDAC SUPER S ORAG
9,600 SQ FT STORAGE U]LDIN A PLOT,PLAN SPECIFICATIONS AND SITE PLAN
52-2002 Also, gas freestanding ox m t St ve. I'd. $25 to renew permit on 2/3106 sh
i
$480.00 PERMIt FEE AID-THIS PERMIT EXPIRES: Saturday, May 03, 2008
(I£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 To of Qu jisb , ay, ay 03, 2006
SIGNED BY for the 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: P20030956 Application Number: A20030956
Tax Map No: 523400-297-020-0001g-002-000-0000
Permission is hereby granted:to: GEORGE'& CHARLES'SICARD
ADIRONDACK.SUPER STORAGE
For property'located at: 340 QUEENSBURY Ave
in the Town of Queensbury,to construct or'pl ace,
`
at the above location in acc6rdance 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. ` `
'j ' ; '
,? #r FType of Construction Value
Owner Address: GEOR.GEE& CHARL,ES SICARU.
19 GEORGE St Fireplace
LAKE'CrEORGE•NY 12845-0000 Free Standing 4Unheated Buildin :;;., $60,000.00
7 $Wota1 Value _ $60 000.00
Contractor or Builder's Name/Address ''. s : :: '`iElectric'il,Tnspection Agency
Plans&Specifications
2003-956 ADIRONDACK SUPER•STORAGE
9,600 SQ FT STORAGE.BUILDINGAS PER PLOT,PLAN SPECIFICATIONS AND SITE PLAN
52-2002 Also, gas freestanding ornamental stove.! Pd. $25 to renew permit on 2/3/06 sh
$480.00 PERMIYFEE PAID-THIS PERMIT EXPIRES: Thursday,May 03, 2007
(If a longer period is required,an'application for-an'extension'm st be madejto the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Town of Queensbury, Wedueiday,lVYay`03", 2006"
SIGNED BY for the Town of'Queensbury.
Directo£of Building 8c Code Enforcement
-� Buildti g_'ermi, Applrcation
Town of Queensbury•-Dept of Community Development,742 Bay Road,Qu6c n:sbury,NY
(518)-761-8256
A permit must be obtained before beginning construction. Perinit File No.d.-_ --�
No inspection be. adc until applicant-has received a Fee paid $
valid building will permit.'An applicants' spaces on this Roe.Fee Paid $
--application must be completed and must appear on the Reviewed By:
application form. --
Applicant• ��
Address: ��-C Owner:
Address•
Phone#(4 1 J� Phone#
Property Looatiori: Lot Number: / I3au'se Number 3 b/ fie A_r.4, - A.—
Tax Map Number: o - Z
New Building: residence /coaaRercial Estimated Market Value of Constriction:.$ Li. d'=
Addition: residence/ comffi6reial Addition what will -
0 Alteration: -residence/ commercial .ll use of new addition be?
fl No change to exterior size: residence/com'1
0 Other wank(describe
Check 0CCUPaneylnf0rmation ?' Floor �} 2" Floor Other floor Total
Below sq.it. sq.ft. sq.ft. Square Feet
o single filmily dwellin
0 Two family dwellin
o Townhouse
0 Multifamily dwelling V �:
#of units 2003
0 Office . ' U2WV
• o Mercaatilo
0 Maaufacturin
0 I car detached S=ge ,
0 2 car detached prage
0 3 car detached garage
car attached garage _ -
0 2 car attached garage Bt11LDl
•i 0 3 car,attached garage �.
Storage building-
commercial
0' Storage,building-
residential
fl Other
What is the proposed height of the structure t3 feet _�0-inches
Will any'second--hand or ungraded lumber be used? If so,for what?
Type of Heating System: electric/ oil l_gas/wood /forced hot air/ baseboard I other: 'L-
Number of F EWIWces to be installed P
Number of Wo�odst2vee to be installed
List below the person(s)responsible for supervision of work as regards to building codes:
Name Address Phone Number
Builder
_Plumber 40r -------_
= Masan •
ElootriGisu
Deelaratlon: please sign below after you have carofallyread 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 promises and that an
Provisions of the Building Code,the Zoning Ordiaaace and.all other laws peitaining to the proposed work shall be complied
with,whether speci$ed-or noted,and that such work is authorized by the owner. Further,it is understood that T/we.shall
submit,prior to a Certificate of occupancy or Co tificato of Compliance being issued,as requested by the Zoning
Administrator or Director of Building dos,an As Butt Survey by a licensed surveyor;drawn to scale,showing actual
location of"all no eti
Signature: - er,owner's agent:architect,contractor
Fire Marshal's Office Town of Queensbury,742 Bay Road,Queexisbury,NY
(518)761-8205
Application for Fuel Burning Appliances & Chimneys
applicable to solid fuel &vented gas appliances 1.11 Sr
Date 20 Permit NleAa3
Application is hereby inade to the Building Codes Of licefor the issuance of a Building and Use
Permit pursuant to the New York State Fire Prevention and Building Code. The applicant or owner
agrees to.comply with all applicable laws, ordinances, regulations, and all conditions that arc,part cif
these requirements and also will allow all inspectors to enter preinisest to pen form required inspections.
NOTE to applicant: Rough-in and -Final Inspections are required.
Applicant Information
(circle appropriate words)
Stove:
wood coal pellet ga ove:,
Name: (rstove�
replace insert
CD�a
I Fireplace, factory-built: wood gas
Address:
Fireplace, masonry: wood gas
Furnace:• wood gas oil
Phone:
if non-fy0y-pplicance, please provide
Owner: Mdnufacturcr Na
Address: Model Number:
Chimney Information f2)
Phone: (circle appropriate words)
Masonry block brick stone
Flue the steel size: inches
Exact Address f IV C/
of construction or-111stallation Factory-Built
<- Manufacturer name:
Model Number:
Note: Listed By: Number:
Construction lInstallation must
corn f brin to NYS Fire Prevention &Building Indicate(circle) chimney material:
Code. Cohsuft available Town of Queensbury
Handouts regarding required inspections. Double wall Triple wall Insulated 1 Direct venting
Chininei,Liner
<71aARX"d-a r -'A&"Ap
F Marshal Code.# $Collected STefunded r-7
-e
eivc(Ifi-oni n
41
aeldress:
A 173 3389 (190) Public SafLay
A 2.33 2655 (230)Minor Sales
DA 7E:
White(Applicant) Green(Fire Marshal) Yellow(Bldg.Dept.) Pink&Goldenrod(Cashier's,Dept.)
Commerdal'Final InsWctlon 2�prt
\Qu
No.: (518)761-8256 Date Inspection request received:
nsbury Building&Code Enforcement Arrive: Iam/pm Depa . am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials: li�
NAME: d PERMIT#:
LOCATION: f•�/ +/� DATE:
<;--ky 6--Lc:It-*e Lij COMMENTS:
Y N NA o
Chimney/"B"Vent/Direct Vent Location I r
Plumbing Vent Through Roof 6"1 Roof Complete
Exterior Finish/Grade Complete 6"in I or Equivalent
Interior I Exterior Guardrails 42 in. Platform/Dedcs
Interior I Exterior Beflisters 4 in.Spacing Plaf ryn/Decks
Stair Handrail 34 in.—38 in./Step Risers 7"1 Treads 11"
Vestibules For Exit doors>3000 sq.ft.
All Doors 36 in.w/Cever Handles/Panic Hanfware,if required
Exits At Grade Or Platform 36 w x 44" I CaLw or Equiv.
Gas Valve Shut-off Exposed&Regulator 18" Above Grade
Floor Bathroom Wa ' ht/Other Floom Oka
Relief Valve,Heat Trap I Water Temp.110 Degrees Maximum
_Boiler!Furnace Enclosure 1 hr.or Fire Extinguishing System
- Fresh Air Sup&for Occu /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 Fumace Area -�
Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors
> 10%>1000 sq.ft.
%Hour Corridor Doors&Closers
Firewalls I Fine Separation,2 Hour, 3 Hour Complete/Fire
Dampers/Fire Doors
Ceilin Fire Stopping, 3,000 i4.ft.Wood Frame
Attic Access 30"x 20"x 30" h ,Crawl Space Access 18"x 24" A�Z
Smoke Vents Or Fan, if required
Elevator Operation and Si /Shaft Sealed
Hand Bathroom Grab Bars/Sinks/Toilets
Handicapped Bath/Parking Lot Signage ; C'�-
Public Toilet Room Handicapped Accessible � ��1� --
HandicappedService Counters,34 in. Checkout 36" cr'� � )
Handicapped Ramp/Handralls Conflnuous/12 In.Beyond[both
eldes
Active Listening System and SignMe Assembly Spam
Final Electrical/Flex Gas Piping Bonded
Site Plan I Variance required
VIA
Final Sure , New Structure/Flvod Pllain certification ifreg
As-buiilE Septic System La out R ulred or On File
Building Number or Tenant Address on Building or Drivewa 4" �. ,,,,...�..-..
Water Fountain or Cooler
Building Access AN Sides by 20'/Driveable Surface 2W wido
Okay To Issue Temp.or Permanent CIO
Okay To Issue C/C
LABuilding 8 Codes Formsl6uilding&Codeskinspection FormslCommercial Final Inspection Report.doc Revised January 7,2008
Inspection for Permit to Occupy
Fire Marshal's Office Request Rec'd Permit No.
Town of Queensbury
742 Bay Road Scheduled Inspection Date: 7 Time:Queensbury,NY 12804 -/j&162
Phone: (518)761-8206 Business Name: Vk Svper
�A (
Fax: (518)745-4437 Location: 11 Le 4L
Type of Inspection N/A Yes No
EXITS:
Exit Access
Exit Enclosure COMMENTS
Exit Discharge /2-3 0
AISLES:
Main Aisle Width V
Secondary Aisle Width
EXIT SIGNAGE
Si-normal
Sign-battery
EVAC signs in rooms
TRUSS ID SIGNAGE
EMERGENCY LIGHTING
FIRE EXTINGUISHER:
Hung
Inspection of extinguisher
FIRE ALARM SYSTEM
Fan Shutdown
Fire Sprinkler System" (FDQ
Fire Suppression-kitchen
Fire,Suppression-Gas Islan V
Generator
Hood Installation
Elevator
Interior Finishes
Storage
Compressed Gas
Clearance to Sprinklers V
Clearance to Electrical
.........
Electric Wiring Enclosed/Labeled
Combustible Waste
Vehicle Impact Protection L/
Knox Box
F.D.Signage-Utility Rooms
No Smoking Signs
Maximum Occupancy Sign
Emerqency Evacuation Plan
Approved (if no other approvals apply,the B&C Office will sue the Certificate of occupancy)
u ' Denied / call for Recheck
lnspecteo(By: ,,e
:1 Nj
L:\FireMarshal\FM Forms MWers\permitto occupyform.doc
Framing t Firestopping, Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: am/pm Depart: Lt am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
NAME � � PERMIT : .
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
NIA COMMENTS:
Framing
Attic Access 22"x 30"minimum
Jade Studs/Headers
� / ; L
Bracing/Bridging 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
t
Anchor Bolts 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
Ceilln /wall
Windows Habitable Space/Bedrooms
.24 in. (H)
20 in. OM
5.7 sf above/below grade
5.0 sf grade
LABuilding&codes Forms-01-€318ui1ding&Codeslinspe Lion FormsTraming Firestopping Inspection Report.doc Revised January 7,2008
glob Tim
"U's
07HO3410 Tot TRIPLE RNK 60 1
Job Reference IoDfionad)
Universal Forest Products 7.110 s Dec 15 2008 MTek Industries,Ina Tue Apr 07 11-38%2009 Page i
q2-0-881 7- 7 712 0 7V 9 1 52-0-13
17 MT4k4_ 7-"13
Scale 1:1 04A
4.00 F1 2 8x12
5x5= 8 5X5
4XI 0 r 4XI 0
45 6 7 10 4x5
412 5 11 4X12
2x5 4 12 33 34 2x5
3 13
01 2 14 159
of - IT
0 24 25 2322 26 27 21 28 20 1929 30 31 18'17 32 16
8x2O Wo
4x4= 6x12 MT18H= 8x8= 8x8,= 5x5= 4x4
5X5= 012 MT18H= 6x12 MT18H=
8-31-1zU 1 25,11,9 1-0-4 6111-10 1 11_12 14 1 5 5-4-14 1,
B-4-14 8
Plate Offsets(XY):12:0-04.Edrtel.17:"-12.0-2-0).18:0- 0-3-81,[9:0-1-12,1)",114,0-0-4.Edgel,116:0-1-8k".f18:0-112,0",119:0-3-8,0-3-121.[21:0-3�8 0-3.121 122.0-1-12.G-2-01.f24.k"0-2-0, - _
LOAOING(psQ,,,�,,,_,
-rCLL , " 4_- - , SPACING 240 CS1 DEFIL in (foe) Vdefl Ud PLATES GRIP
53'
(Ground Show=70.0) Plates Increase 1.15 TO 0.96 Vert(LL) -1.09A9-21 >653 360 MT20 197/144
TCDL 10.0 Lumber Increase 115 BC 0.92 Vert(TL) -1.63 19-21 >436 240 MT18H 197/144
'Rep Stress Incr YES VVB 0.98 Horz(TL) 0.51 14 rVa n/a,
BCLL 0.0 Code IBC2003tTP12002 (matrix) Wmd(LQ 0:31 21 >999 240 Weight:335 lb -
BCDL 10.0
LUMBER BRACING'
TOP CHORD 2 X 6 SPF 21 00F 1,8E TOP,CHORD Structural wood shitathing directly aWted.
BOT CHORD 2 X 6 SPF 21 00 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc,bracing, Except:
WEBS 2 X 4 SPF No.2 2-2-0 oc bracing:2-24,14-16.
WEDGE i WEBS 1.Row at ryfidpt 7-21,9-19
Left:2 X 6 SYP No.2,Right:2 X,6 SVP No.2, with 2X4 SPF Stud with 2-10d(0.1315rY)nails and cross brace spacing of 12-0-0m
REACTIONS (IbIsize) 2=5035/042 Cjnplli::0-9-0);14=5 03 510-9-2(input:0-9-0)
Max Horz2=111(LC5),`,t.."',%:� \
Max uprft2_--467(LC 5)11A--4�: (C&6)
Wax GraV2_-8"Lq 2;,"14--'58kLC 3)
FORCES Vb)-Max.Compilvlaxi,T,en.-All forces 250(lb),or less except when shown.%
TOP CHORD..2-3-13078/9Q,3-4--12567/"6,4-M-1236M56,5-33--12328/971,5-6--1092at88l,6-T-10547/894,7-8--85SW58;89---&qn758,
. 1 9-10--10547/895,.10-11-10928/881,11,34=;41232&97-'12-34--12861/957,12-13-12567/946,13-14--130781949
BOT CHORD 2-24--905(11972,24.25--763/10806 23-25--763110806,22-23-763(108W,22-26-508848,26-27-56518848,21-27-508848,
21-28zF-351/7097,20-28--351/7097,,20-29-;361/7097,19-29-35laW7,19-30-454/8848,30-31-,454/8848,18411-45418848.
17-I8-:-652110806,17-32--65PJ10806,16:32-652/1=6,14-16--795fll972
WEBS 3-24---6671194.5-24--ll5t12lO,5-22-17591267,7-22-181/2366,7-21-27431339,821=23113146,819-231/3146,9192743/339,
-9-18-181/2366,11-18--17W267,11-16=l1611210,13-16--o671194
N07M
1)Wind:ASCE 7-02;90mph;TCDI-6.0psf;BCDL=6.Opsf,,h.-,25ft;Cat 11;Exp B;partladIT.MWFRS(low-rise)gable end zone;cantilever left and right exposed end
vertical left and right exposed;Lumber DOL--1.33 plate grip DOL--1.33
2)TCLL:ASCE 7-02;Pg.70.0 psf(ground snow);Pf-4�3.9 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct-1,1
3)Unbalanced snow loads have been considered for this design.
4)This tnmmi.has been designed for greater of min roof IW load of 20.0 psf or 2.00 times flat roof load of 53.9 Pat on overhangs non-concurrent with other live loads.
5)WARNING:This long span truss requires extreme care and experience for proper and safe handling and'.erection.For genera)handling and erection guidance,see
Guide to Good Practice for Handling,Installing&Bracing of Metal Plate Connected Wood Trusses CBCSIJ,jointly produced by WrCA and TPI.For project specific
guidance,consult with project engineerlarchitectigeneral contractor.MiTek assumes no responsibility for truss manufacture,handling,erection,or bracing.
6)Ail plates are MT20 plates unless otherwise Indicated. I,
7)This in=has bear!designed for a 16.0 psf bottom chord live load nonconourrent With any other rive loads.
8)*This truss fias been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-60 tall by 2-00 wide will fit between the bottom chord
and any other members,with BCD'L=1 O.Opsf.
9)WARNING:13eqUir6d biaiiiing size at joint(s)2,14 greater than Input bearing size.
10)Provide mechanIcallconnicidilin(by others)of truss to bearing plate capable of withstanding 467 b uplift at joint 2 and 467 lb uplift at joint 14.
11)This buss is deillgried in accordance with the 2003 International Building Code section 2306,1 and referenced standard ANSVTPI 1.
12)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
A L
i Sk
:W two t
X
X.
Pt
ES /09
(islet
Lis mmistolmfafticawdpaANSUMquafityrequirc=enm Haiti gait dM74 ad W sknuk and centered stjrammilm ndwM.wnoted.nL;design is Mud upmfwjmtassbmm,mdist(canindividna
uRdingamnxmmttoheinsmUedwdlmdedverdWly.AVpllc.MtyfdeF!gnr=mwm. Building Dadper AhaLl verify all drAgn
ilnuatine a this Acet fur cmian-m with cnnditim and requinmea,afthe qxtiflc buBdingund governing oid=and nrdiwnr Building Dvdg=accqxsrvV=dWfiEy fur the anvMm orecanny nfthe dcdp Universal Forest Products
ifimmutim a=itmyrelatc tanqxcific Mldin&radfiwdvn i-lid-1yulien unmisLiMmted hyaTIFIF1 ptaL Ermiph-bAr Wend=appwifun-mama=nn1y.dd=unte0= mdmmd F�ent
redng.Ref"to Bodies rf"qMWt Safety Wmwd-(B1751)fir gonewul Odimce rqxding arage,delivery,aadon ad bracing aynilulde fria WrCA and Tkw Plate Insdonz.
^s�07HD341o
� Truss russ Type
Qty Y T01GR TRIPLE FINK
1
UnI versal Forest Products Job Reference o tiara!
7.110 s Dec 15 2008 trek Industries,inn Tue Ape 0711:41 d}7 2009 Page f-2.0.8 7-11.3 15-3.7 22-7-i2 30-0.0
2.0-8 7-11.3 7.4.4 7,,� 37.4.4 44•&9 52-0.13 60.0.0 2.0-
7.4 4 7 4-0 7 4 4 7-0-0 7-1i-3 2-0.8
4.00 12 8x12= Scale=1:104.
5x5- 8
4x10� 5x5
4x10
7
4x5- 6 9 ip
4x12= 4x5
2x5 33 5 11 4x12
3 4 34 2x5
12 13
0 2
1
0 14 150
24 25 23 22 26 27 21 28 20 19 29 30 31 18 17 32 16 I�
8x20= 0
4x4= 6x12 MT18H= 8x8= 8x8= 5x5= 8x20=
4x4=
5x5= 4x12 MT18H= 6xl2 MT18H=
8 11.12 17.4.11 25 9 9 342.7 42-7.5 8 11-12 8.4.14 8-4-14 51.0.4 BO G-0
Plate Offsets 2:O-0 4 Ed a :0-1-12 0-2.0 a:Q-6 0 3 6 9:0-1-1 0-2-0 14:0.0-4 E e 16 01 8 t}2-0 18:0 1-I o-2-04 19:0 3 8 0 312 P7 1014 8 0 3 12 22:0 1-12 Oo-2-0 24:0 i 8 0 2
LOADING(psf} SPA:-ew
2-0-0 CSI
TCLL 53.9DEF1 in (lox) Udefl Lid PLATES GRIP
(G13Cround Snow-70.0) Platese 1.15 TC 0.40 Vert(LL) -0.5519-21 >999 360 MT20 197/144
TCDL i0.0 Lumbe 1.15 Be 0.63 Vert(TL) -1.0819-21 >658 240 MT18H 197/144
Rep ncr NO WB 0.72 Horz(TL) 0.33 14 n1a n/a
BCDL 10.0 " Code03rrP12002 (Matrix) Wind(LL) 0.16 21 >9991 240 Weight.669lb
UMBER
TOP CHORD 2 X 6 SPF 21 OOF 1.8E BRACING
BOT CHORD 2 X 6 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc puriins.
WEBS 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
WEDGE
Left:2 X 6 SYP No.2,Right:2 X 6 SYP No.2
REACTIONS (ibisize) Z=503510-4-15(input: 0.9t1),14=5035/0.4-9(input:0.9-0)
Marc Horz 2=111(LC 5)
Marc Upliift2=-467(LC 5),14---467(LC 6)
Max Grav2--6318(LC 13),14--%10(LC 14)
FORCES
250
en shown.
TOP C ORD 2.3_1A45333//9948,T34-14 i82/94�5,4 33-104041//99565-3t3---1401M971,5-6_12667/881,6-7-12447/894,7-8-10794/758,8-9_107941758,
9-10=12447/895,10-11=12667/881,11-?4-1 3 3 4 61971,1 2-3 4-1 337419 57,12-13_13514/946,13-14-13866i949
BOT CHORD 2-24-905/13406,24-25=763/12287 23-25=763/12287,22 23—763/12287,22 26 565/10847 26 27-565/10847,21-27-565/10847,
2i-28-351/8939,20.28�-351/8939,20.29�-351/8939,19.2D 351/8939,19-30-•45M10847,30 31--454110847,18-31-454110847,
17-18--652/1228717-32--652(12287,16.32=-652112287,14.1 6-79511 27 72
WEBS 3.24-667/194,5-24-11511692,5.22-1755/267,7-22—181MM,7-21-2743t339,8-21-231/3146,8-19-23i13i46 9 i9=2743t339,
9-18=-181/2366,11-18-1755/267 11-16-116/1210,13-16--667/194
NOTES
1)2-ply mass to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2 X 6-2 rows at 0.9-0 oo.
Bottom chords connected as follows:2 X 6-2 rows at 0-9.0 oc.
Webs connected as follows:2 X 4-1 row at 0.9.0 oc.
2)All loads are considered equally applied to all plies,except If noted as front(F)or back(B)face in the LOAD GASE(S)section.Ply to ply connections have been
provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3}Wind:ASCE vertical tett and 2;9 ems;TCDL=6.0psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;partially;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end
4)TCLL:ASCE 7-02;Pgx 7700.0 psf(ground snow);Pt=53 late9 dpsf(flat roof snow);Category II;
Exp 5)Unbalanced snow loads have been considered for this design. B,Partially Gt=1.1
6)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 53.9 list on overhangs non-concurrent with other live loads,
7)WARNING:This long span truss requires extreme care and experience for proper and safe handling and erection.For general handling and erection guidance,see
Guide to Good Practice for Handling,Installing 8t Bracing of Metal Plate Connected Wood Trusses("BCSI"),jointly produced by WTCA and TPI.For project speck guidance,consult with project engineer/atchitect/general contractor.MTek assumes no responsibility for thus manufacture,handling,erection,or bracing.
8)All plates are MT20 plates unless otherwise indicated.
9)This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads.
10)•This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6.0 tall by 24).0 wide will tit between the bottom
chord and any other members,with BCDL=10.0psf.
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 467 lb upiift at joint 2 and 467 lb uplift at joint 14.
12)This taus is designed In accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSVTPI 1. et9#t�w��rr�rhi
13)Load case(s)12,13,14 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this thus, 4��,`, � '
14)Waring:Additional permanent and stability bracing for truss system(Trot part of this component design}is always required. oy A }��
ow
S'r
I •al�trs �o .._V,��.
°rpurraus�tet++u4�'l/09
a&mm is tube faaeicamil Per ANSVM quaatyrequir menu.Plater"be edsue and tYPe shown and centered ata'nina unless ndierwise anted.This design N retied u dlding amiP,ment to tie installed and traded vatictlly.APPlitaldaty of tiedgn Pamateters and m 1�Parameters sheen,andas fee m individual
fiamadmemdttashcet fnt anfmmaare with aatditir andrequ�enmcS the MnPQ aaPmm�im code;a,mPmrntis ri.Bull hilitynfdraStdldm�I)esigna.]lnitdiug naigaer shall trrify aU design
karnadna us itcur relate to� slca5c budding and gITFM lat.B"dderdinanies.llaitdingnedgnmacmPtsrmirrmihilityka the aarecmess uruaanaq uftbe-' Universal Forest Products
Y spamlSafildmg.Cadw(Dri])fmmaaguwaaifarm®ud hyaarFIq Plant.8mdug s6tmn is trc latasi suPlaa nfinres incubus ally and does um re;dace ereWrn and Permanctu
acing.Bela tn8uiletiag CmyanentSaftxy fuhamadra(SCSI)for gineml guidma:regmeLtog xtmagq delivery,erection and tracing avail"fican WMA and Truss Plate Inrelmte.
David Joseph Rubado PE
-NYS Licensed-Engineer
Lake George, NY Phone 518 668-9761
To: George Sicard Pg 1 of 1
19 George Street,
Lake George, NY 12845
Phone 518 793-1393
CC: File, Northern Design & Building Associates, LTD.
Date: February 15, 2008
Re: Project#3342-05 Pole Barn building at 340-366 Queensbury Ave. Queensbury, NY
Dear George,
I have inspected your pole building as completed against the plans and find no
major deviations from the plans that would effect the structural integrity.
All materials and structural components are according to the specifications and
plans.
The construction is of a good quality and workmanship is consistent with industry
standards for this type of pole barn building.
I sealed the plans on Nov. 7, 2007 for your 80'x 120' pole barn building
project#3342-05. New York State Professional Engineer License#068955
1 confirm that the building is constructed according to the plans as sealed.
Sincerely Yours,
avid AJoseph Rubado
NYS Licensed Engineer
Job Truss -: Truss 3ype ctty Pty
SEALS T01GR TRIPLE FINK 1
2 Job Reference(optional)
Universal Forest Products(no.,Hudson,NY,12534,Jason Lyon 6.500 s Mar 8 2007 MiTek Industries,Inc. Fri Oct 0516:22:06 2007 Page 1
T2-0-$ 711-3 15-3-7 22-7-12 30-" 37-4-4 44-8-9 52-0-13 60-0-0 62:"
2 0 8 7-11-3 7-4-4 744 7.4-4 744 7-4-4 744 7-11-3 2-0-8
Scale=1:104.5
4.00 12 8x12 =
5x5 8 5x5
4x10 4x10
T
4x5; 6 7 g 10 4x5
4x12- 5g 4x12
2x5 \i T W 6 „" 1 1 34 2x5
CP 4 33 W 5 W 4 1213
3
2 1 14 15
01 ]�
8x20= 8x20 =
24 25 2322 26 27 21 28 20 39 30 31 1817 32 16
4x4= 6x12 MT18H= 8x8= 8x8= 5x5= 4x4=
5x5 = 4x12 MT18H= 6x12 MT18H=
8-11-12 17-4-11 25-9-9 34-2-7 42-7-5 51-0-4 60-0-0
8-11-12 8-4-14 8-4-14 84-14 84-14 8-4-14 8-11-12
Plate Offsets(X,Y): [2:0-0-4,Edge],[7:0-1-12.0-2-0],[8:0-",0-3-8],[9:0-1-12,0-2-0],[14:0-0-4,Edge],[16:0-1-8,0-2-0],[18:0-1-12,0-2-0].[19:0-3-8,0-3-12],[21:0-3-8,0-3-12],
22:0-1-12,0-2-0, 24:0-1-8,0-2-0
LOADING(psf) SPACING 2-0-0 CSI DEFL in (lox) 11defl Ud PLATES GRIP
TCLL 53.9 Plates Increase 1.15 TC 0.40 Vert(LL) -0.65 19-21 >999 360 MT20 197/144
(Ground Snow=70.0) Lumber Increase 1.15 BC 0.63 Vert(TL) -1.08 19-21 >658 240 MT18H 197/144
TCDL 10.0 Rep Stress Incr NO WB 0.72 Horz(TL) 0.33 14 n/a n/a
BCLL 0.0 Code IBC20031TPI2002 (Matrix) Wind(LL) 0.16 21 >999 240 Weight:666lb
BCDL 10.0
LUMBER BRACING
TOP CHORD 2 X 6 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc purlins.
BOT CHORD 2 X 6 SPF 210OF 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SPF Nc.2
WEDGE
Left:2 X 6 SPF 165OF 1.5E,Right:2 X 6 SPF 1650F 1.5E
REACTIONS (lb/size) 2=503510-9-0,14=5035/0-9-0
Max Horz2=111(LC 5)
Max Uplift2=-467(LC 5),14=-467(LC 6)
Max Grav2=6318(LC 13).14=581 O(LC 14)
FORCES (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/88,2-3=-145331948,3-4=-14182/945,4-33=440411956,5-33=14014/971,5-6=12667/881,6-7=-12447/894,
7-8=-10794/758,8-9=10794/758,9-10=-12447/895,10-11-12667/881,11-34-133461971,12-34=-13374/957,
1 2-1 3=-1 3 51 41946,13-14-13866/949,14-15=0188
BOT CHORD 2-24=-905/13406,24-25-763/12287,23-25=-763/12287,2 2-2 3=-7 6 311 2 287,22-26=-565/10847,26-27=-565H 0847,
21-27=-565I10847,21-28=-351/8939,20-28=-351/8939,20-29=-351/8939,19-29=-351/8939,19-30=-454/10847,
30-31=-454/10847,18-31=-454/10847,17-18=-652/12287,17-32=-652/12287,16-32=-652112287,14-16=-795112772
WEBS 3-24=-6671194,5-24-115/1692,5-22=-17651267,7-22-181/2778,7-21=-27431339,8-21=-231/3146,8-19-23113146,
9-19=-2743/339,9-18=-181/2366,1 1-1 8-1 7 551267,11-16=-116/1210,13-16=-667/194
NOTES
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows.
Top chords connected as follows:2 X 6-2 rows at 0-9-0 oc.
Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc.
Webs connected as follows:2 X 4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(8)face in the LOAD CASE(S)section.Ply to ply
connections have been provided to distribute only toads noted as(F)or(B),unless otherwise indicated.
3)Wind:ASCE 7-02;90mph;h=25ft;TCDL=6.Opsf;BCDL=6.0psf,Category 11;Exp B;partially;MWFRS gable end zone:cantilever left and
right exposed;and vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
4)TCLL:ASCE 7-02;Pg=70.0 psf(ground snow);Pf=53.9 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1
5)Unbalanced snow loads have been considered for this design.
6)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 53.9 psf on overhangs
non-concurrent with other live loads.
7)WARNING: The unusually long span and/or configuration of this truss requires that extreme care be used in its application. Use proper
transportAon,unloading and erection methods. Assure that all required web lateral bracing is communicated to the building contractor.
Ensure that over-ail building bracing is designed by a qualified engineer,architect,or building designer.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9)All plates are MT20 plates unless otherwise indicated.
10)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
Continued on page 2
F
Truss -: Truss Type Qty Pty
L T01GR TRIPLE FINK 1
2 Job Reference o tional
Universal Forest Products Inc.,Hudson,NY,12534,Jason Lyon 6.500 s Mar 8 2007 MiTek Industries,Inc. Fri Oct 0516:22:06 2007 Page 2
NOTES
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 467 lb uplift at joint 2 and 467 lb uplift at joint 14.
12)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
13)Load case(s)12,13,14 haslhave been modified.Building designer must review toads to verify that they are correct for the intended use of this truss.
14)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASE(S)Standard Except:
1)Snow.Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads(plf)
Vert:2-25=-20,23-25=-60,23-26=-20,26-27=-60,27-28=-20,28-29=-60,29-30=-20,30-31=-60,17-31=-20,17-32=-60,14-32=-20,1-8=-128,8-15=-128
12)User defined:Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads(plt)
Vert:2-25=-46(F),23-25=-86(F),23-26=-46(F),26-27=-86(F),27-28=-46(F),28-29=-86(F),29-30=-46(F),30-31=-86(F),17-31=-46(F),17-32=86(F),14-32=-46(F),
1-8=-128(F),8-15=-128(F)
13)User defined:Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads(plf)
Vert:2-25=-98(F),23-25=-138(F),23-26=-98(F),26-27=-60(F),27-28=-20(F),28-29=-60(F),29-30=-20(F),30-31=-60(F),17-31=-20(F),17-32=-60(F),14-32=-20(F),
1-8=-128(F),8-15=-128(F)
14)User defined:Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads(pif)
Vert:2-25=-20(F),23-25=-60(F),23-26=-20(F),26-27=-138(F),27-28=-98(F),28 29=-138(F),29-30=-98(F),30.31=-138(F),17-31=-20(F),17-32=-60(F),14-32=-20(F
1-8=-128(F),8-15=128(F)
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received: l 11710 7
Queensbury Building&Code Enforcement Arrive: am/pm Depart: J pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: /
NAME: ►Grp/ PERMIT#: 05 S
LOCATION: P-44 INSPECT ON: _ �
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.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation Waterproofing
Footing Drain.Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing 011,
6 mil poly for wet areas under slab
ackfill 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 FormsWundation Inspection Reportdoc
Last printed 12/20/2005 9:24:00 AM
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• Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart: JZ, am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:
NAME: PERMIT#: Cl
LOCATION: INSPECT ON: ICca
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings kb
Piers VIL-Ir- IFL"&Q-5
Monolithic Stab
Reinforcement in Place
'fhe contractor is responsible for ?-S-o
providing protection from freezing
for 48 hours following the placement
of the concrete. A-5
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation 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:\Building&Codes Forms\Building&CDdes\lnspection Forms\Foundation InspEktion Report.doc
Last printed 12/20/2005 9:24:00 AM
TOWN OF QUEENSBURY
742 Bay Road, Queensbury, NY. 12804-5902
Memorandum
TO Dave hatin , File 2003 956
From: Michael J Palmer, Fire Marshal
Date: May 2, 2006
Re George Sicard Boat Storage
My.review of the submitted plans, indicates the following:
1) Change to indicated exit signs to combo paks
2) Emergency lighting will be required in both the exit corridor and boat storage
sides of the building. The amount of lighting and location of appliances can be
determined once the boat layout is completed.
3) Truss ID signage is required at both exits {see attached)
Michael J Palmer,Fire Marshal
742 Bay Road
Queensbury, NY 122804
518.761.8206 - fl remarshal@queensbupj.net
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1
�. � �' . STATE �}v „- ti•
DIVISION, OFCODE ENFORCEMENT AND ADMINt-STRATI
Truss Type Construction
�kkm � �
CODES-DIVISION
.7 19 NYCRR Part 1264 - IDENTIFICATION OF BUILDINGS UTILIZING TRU
CONSTRUCTION
j DEPARTMEPtis��5TATE`�
i"DtAN97ER
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TR-M- I DENTIR WION SIGN
COMPLIANCE WTH1I9WCRRPARTi2G4
' mncsuc
tsnaca s}tvtc EXAMPLE TRUSS IDEN11FICAtTION SIGN ATE7 '120f
NEW TORK STATE DEPARTMENT OF ST
DIVISION OF CODE ENFORCEMENT
AND ADMINISTRAMO N
click here for printable_pdf version
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the mouse cursor over a PDF file link,then click your right mouse button. A small menu will appeal
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h4:/Iwww.dos.state.ny.us/code/truss]]D.htin 5/3/2006
_ _, . �...... ...,,�.,.. rage 2 of 4
TEXT OF RULE
Effective December 29, 2004
19 NYCRR Part 1264
Printable PDF Version
Subchapter C of Chapter XXXIII of Title 19 of the Official Compilation of Ci
Regulations of the State of New York is amended by adding a new Part 12(
Part 1264
IDENTIFICATION OF BUILDINGS UTILIZING TRUSS TYPE CONSTRUCTION
1264.1 Introduction. Section 382-a of the Executive Law provides that cc
buildings and structures that utilize truss type construction shall be marke
that informs persons conducting fire control and other emergency operati,
truss construction. Section 382-a further directs the State Fire Prevention
Council to promulgate rules and regulations it deems necessary to carry it
of the statute. This Part establishes certain requirements pertaining to th,
buildings and structures that utilize truss type construction.
1264.2 Enforcement. (a) Subdivision 4 of section 382-a of the.Executive I
governments to'provide,for enforcement of the statute. Enforcement of s4
Executive Law shall include enforcement of the provisions of this Part. A f
be paid by the owner of a building with truss type construction to the autl
jurisdiction*for enforcement of section 382-a of the Executive Law prior t(
building permit. ,
(b) This Part shall not apply within a city with a population of one m
persons.
1264.3 Definition. For the purposes of this Part, truss type construction s
structure of wood or steel, made up of a series of members connected at
series of triangles to span a distance greater than would be possible with ;
members on their own. Truss type construction shall not include:
(1) individual wind or seismic bracing components which.form 1
when diagonally connected to the main structural system; and
(2) structural-'components that utilize solid plate web member.,
1264.4 Identification of truss type construction. (a) Truss type construc
http://www.dos.state.ny.us/oode/tussID.htm 5/3/2006
.rage s oz 4
by a sign or signs in accordance with the provisions of this Part.
(b) Signs shall be affixed where a building or a portion thereof
as Group A, B, E, F, H, i, M, or S occupancy, and in hotels and i
classified as Group R-1 or R-2 occupancy, in accordance with tI
for the classification of buildings set forth in chapter 3 of the E
of New York State (see 19 NYCRR Part 1221).
(c) Signs shall be provided in newly constructed buildings that i
type construction and in existing buildings where an addition tl'
or increases the floor area of,the building utilizes truss type co
Signs shall be affixed prior to the issuance of a certificate of oc
a certificate of compliance.
(d) Signs identifying the existence of truss construction shall cc
circle 6 inches (152.4 mm)in diameter, with a stroke width of
mm). The sign background shall be reflective white in color. TI
contents shall be reflective red in color, conforming to Panton4
system (PMS) #187. Where a sign is directly applied to a door o
may be a permanent non-fading sticker or decal. Signs not dire
to doors or sidelights shall be of sturdy, non-fading, weather rE
material.
(e) Signs identifying the existence of truss construction shall cc
roman alphanumeric designation of the construction type of th
accordance with the provisions for the classification of types a
construction set forth in section 602 of the Building Code of Ne
(see 19 NYCRR Part 1221), and an alphabetic designation for th
components that are of truss construction, as follows:
"F" shall mean floor framing, including girders and beams
"R" shall mean roof framing
"FR" shall mean floor and roof framing
The-construction type designation shall be placed at the twely(
position over the structural component designation, which shal
at the six o'clock position.
(f) Signs identifying the existence of truss construction shall be
the locations specified in Table 1-1264.
TABLE 1-1264
TRUSS IDENTIFICATION SIGN LOCATIONS
Sign location sign placeme
Exterior building entrance doors, Attached to the doer, or a
exterior exit discharge doors, and sidelight or the face of thc-
http://www.dos.state.ny.us/code/truss]D.htin 5/3/2006
Page 4 of 4
exterior roof access doors to a stairway more than-12 inches (305 r
horizontally from the latcF
door jamb, and not less th
(1067 mm) nor more than
(1524 mm) above the adjo
surface.
Multiple contiguous exterior building Attached at each end of tF
entrance or exit discharge doors doors and at a maximum h
distance of 12 feet (3.65M
signs, and not less than 42
mm) nor more than 60 inci
mm) above the adjoining v
surface
Fire department hose connections Attached to the face of th,
not more than 12 inches (�
horizontally from the cent
fire department hose conn
not less than 42 inches (10
more than 60 inches (1524
the adjoining walking surfi
Ronald piester RA,Mector
New York State Department of State
Division of Code Enforcement and Administration
41 State Street
A{bany,NY 12231
E-mail:codes dos. tatesny s
Telephone.(518)474-4073
Fax.(518)486-4487
[NYS Department'of State Home Page] [Site Search ] [ NYS DOS Privacy Statement]
hftp://www.dos.state.ny.us/code/tiussID.httn 5/3/2006
Rough Plumbing/Insulation Inspection Report
Office No. (518)761-8256 Date Ins 'c request received:
Queensbury Building&Code Enforcement Arrive: I am/ Depart: am/pm
742 Bay Road,Queensbury,NY 12804 Inspect 's itials:
PERMIT#: CS 9156
NAME: '� � INSPECT ON.
LOCATION:
TYPE OF STRUCTURE: `-' n.r c�c~ A
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
Rough Plumbing/Nail Plates
Head or Air Supply Test
Drain and Vents
5 PSI or 10 ft. above highest
Connection for 15 minutes
Water Supply Piping
Copp r-Commercial
per,CPVC,Pex One&Two Family
sulation/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.\SueHemingway\Building.Codes.Inspection.PORMSIRough Plumbing Insulation Report.doc January 28,2003
Framing/ Firestopping Inspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive:_ 3 u am/pm, Depart: am/pm
742 Bay Road, Queensbury,NY 1.2804 Inspector's Initials:
NAME: C / rr PERMIT#: '
LOCATION: INSPECT ON: Ali -
TYPE OF STRUCTURE:
Framing Y N `NIA �
C®NEWENTS
/;:�` -
Jack Studs/Headers yy
Bracing/Bridgrig
Joist hangers /
Jack Posts/Main Beams
Exterior sheeting nailed properly /fr
12"O.C.
Headroom 6 ft.S-ih,
Stairwells 3 6 in. orkr�more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing W till's\, /
C,f I- (DA iw
;,.;. � ! � if
Metal Strapping for Notches Top'��Plate
1 /2(w) 16 gauge(8) 16D nails ea&sik
Draft stopping 1,000 sq.ft. floor trusses '
Anchor Bolts 6 ft. or less on center f
Ice and snow shield 24 inches from wall ; `<,.
:-I \ x
Fire separation 1,2,3 hour / `` A
Fire wall 2, 3,4 hour
Firestopping , ' 4
ft'.11
Penetration sealed
16 inch insulation in_caylty min. 1
-Garage Fire Separation
House side'/z inch or,- 8 inch Type X
Garage side 5/8 inchuType X t
Ceilin /wall /N*/� �. .'
Windows Habitable Space I Bedrooms ,
24 in.(H)
20 in.(W)
5.7 sf above/below grade
5.0 sf grade ,
L1SueHemingway\Bui1ding.Codes,Inspection.FQRMSTraming Firestopping Inspection Report.doc hnuary 28,2003
N 06:21'05" E
+ 1
+ + 48Ai �s�
0
LANDS OF
AIRRON INDUSTRIAL CORP.
L 691 P. 643
QU�NSURY
TOO OFF, OF KIN
�URY
TOWN
LEGEND:
• FOUND IRON MARKER
O SET IRON ROD WITH CAP
0 POINT
--E— POWER LINE
oocoo STONE WALL
----FENCE
ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY
MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS
EMBOSSED SEAL OR INKED STAMP SHAD BE
CONSIDERED TO BE VALID TRUE COPIES
Unauthorized Alteration to this map is o
violation of Section 7209, Subdivision 2
of the New York State Education Low.
CORNER OF
STONE WALL
MAGNETIC SBPT. 2002
N. 061061DS1 E
�+...� + 742.01'
__
Ono
( FRAME
►ENCE
BOUNDARY
ti
.h
11.360 t Ac.STONE WALL LONG O
—
ap ./,',
NTY)45000
1ouE���RY �,
OF a* do � Y �
rN OF COUNTY)
PIING
LANDS OF
I INDUSTRIAL CORP.
L. 546 P. 178
NE
A)
TOWN OF a
— of
TO
avow
W,J.ROURKE ASSOCIATES
Licensed land Surveyors
10264 SARATOGA ROAD
SOUTH GLENS FALLS, NEW YORK 12803
J
MAP REFERENCES:
1. TOWN OF OUEENSBURY, WARREN COUNTY, TAX MAP NO. 109,
BLOCK 5, PARCEL J. L. 691 P. 64,.
2. A PORTION OF A 34.56 f Ac. & 33.87 f Ac. PARCELS OF LAND
DESCRIBED IN L. 228 P. 223. TOWN OF OUEENSBURY, WARREN COUNTY.
LANDS OF
N INDUSTRIAL CORP.
L 699 P. 345
L 562 P. 277
Tobw LONE
ISBURY
--- '� -
o IRY
BUILDING AND
�P aoo3-9s�
AD12an1 DRCK S UPEP, S-roRAG C
MAP OF SURVEY
OF A POR 77ON OF LANDS OF
AIRRON INDUSTRIAL CORP.
TOM OF pUEEN,$@IJRY WARREN COUNTY NEW YQRK
SCALE.- 1 '*an60' DAT£.• SEP7ENB£R 30, 2002
WILLIAM I ROURK£
SURVEYOR No. 49098
DWG Na G\02\02-27.1DW0 I " No. 02-273