2004-044 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: - P20040044 Date Issued: Monday, March 01, 2004
This is to certify that work requested to be done as shown by Permit Number _ P20040044
has been completed.
Tax Map Number: 523400-303-019-0001-049-000-0000
Location: 26 LOWER WARREN St
Owner: JERRY BROWN
Applicant: JERRY BROWN
This structure may be occupied as a:
By Order of Town Board
Commercial Alteration TPWN 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: P20040044 Application Number: A20040044
Tax Map No: 523400-303-019-0001-049-000-0000
Permission is hereby granted-to: JFRRRY BROWN
For property located at: 26 LOWER WARREN St
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: BERRY BROWN
LOWER WARREN St Commercial Alteration $12,000.00
Total Value $12,000.00
GLENS FALLS,NY 12801
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
BP 2004-044
Interior.Commercial Alterations at Jerry Brown's Auto 1,800 sq. ft.
T! $216.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, February 23, 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 Toueenstry; o a February 23, 2004
SIGNED BY 7' si for the Town of Queensbury.
Director of Building&Code Enforcement
R C 0
Building Permit Application
Town of Queensbury—Dept of Community Development,742 Bay Road,Queensbury,NyFFa 1 7
(518)761.8256 TOWN CF Ot' Cr
1jr
A permit must be obtained before beginning construction. Permit File No
DE
No inspection will be made until applicant has received a gee paid $
valid building permit. All applicants' spaces on this Roc.Fee Paid $
application must be completed and must appear on the Reviewed By:
application forth.
Applicant: •J G.12. � Owner: �J2,
Phone#(SAY,)-? ' L - ) ' Phone# _
Property Location: Lot Number: / House Numbe�(-x--' /
Subdivision Name: Tax Map Number:
m New Building: residence /commercial 'Estimated Market Value of Construction:$ 12,e•w- 1,0
m Addition: residence/ commercial If an Addition,what will use of new addition be?
a Alteration: residence/ erci
a No change to exterior size: rest ence com'1
m Other work(describe )
Check OCCnpancyhformation 1' Floor 2"d Floor Other floor Total
Below sq.ft. sq.ft. sq.it. Square Feet
a Single#*y dwelling
m Two family dwelling
m Townhouse
v Multifamily dwelling
#of units
m Office 0 e7
m Mercantile
m Manufactutin
a 1 oar detached praZe '
a 2 car detached HMO
m 3 car detached prage
a 1 oar attached garage `
a 2 oar attached garage
a 3 car.attaehed garage
a Storage building-
commercial
a 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? '
Tpe of Heating System.: electric/ oil /Q�wood d baseboard/other:
Number of treplaces to be installed D Number of Wog,dstgy_gl to be installed
List below the person(s)responsible for supervision of work as regards to building codes:
Name Address Phone Numbe )
Builder r7 i I•- zt' rJl 7�
Plumber
Mason
Electrician
Dec tion: please sign below attar 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 ofDqupancy or Certificate of Compliance being issued,as requested by the Zoning
Administrator or Director uil&L ,g and Codes,an As�µtlt Survev by a licensed surveyor,drawn to scale,showing actual
location of all new cc a. //
Signature: owner,owner's agent,architect,contractor
Commercial Final Inspection Report /
Office No.: (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: 6'`0 am/pm , Depart: am/pm
742 B Road, Que`ensbu ,NY 128 4 Inspector's Initials:
E: c\� v PERMIT#:
N
LOrON: J'��L� DATE:
l /oq
COMMENTS:
Chimney/"B"Vent/Direct Vent Location Y N NA
Plumbing Vent Through Roof 6"/Roof Complete
Exterior Finish Grade Complete 6"in 10' or Equivalent ma's
2 / �
Interior/Exterior Guardrails 42 in.Platform/Decks /Interior/Exterior Ballisters 4 in. Spacing Platform/Decks i- a,4
Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" L/ �.
Vestibules For Exit doors>3000 s . ft.
All Doors 36 in.w/Lever Dandles/Panic Hardware,if required ><'
Exits At Grade Or Platform 36 (w)x 44"(1)/Cano or Equiv.
Gas Valve Shut-off Exposed&Regulator 18" Above Grade
Floor Bathroom Watertight/Other Floors Oka
Belief 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
Stoclaoom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 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
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 Signage Assembly Space
Final Electrical V
Site Plan/Variance required
Final Survey,New.Structure/Flood Plain certification,if reg.
As-built Septic System Layout Required or On File
Building Number or Tenant Address on Building or Driveway v`
Water Fountain or Cooler
Building Access All Sides by 20' /Driveable Surface 20' wide
Okay To Issue Temp. or Permanent C/OS
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 06)
742 Bay Road
Queensbury, NY 12804
Phone (518)761-8205 Fax(518) 745-4437
Fire Marshal's Inspection Report
Request SCHEDULE
Received: —Permit# INSPECTION ON.
b"
Name: _�A g PM ANYTIME
,!
Location:
APPROVED
1171-A -TYES I NO"" COMMENTS
EXITS
AISLE WIDTHS
EXIT SIGNS-NORMAL
BATTERY
EMERGENCY LIGHTING
IRE EXTINGUISHERS
FIRE ALARM SYSTEM
FIRE SPRINKLER SYSTEM
FIRE SUPPRESSION SYSTEM
HOOD INSTALLATION
INTERIOR FINISHES
STORAGE
COMPRESSED GA -T-
S -x�VV CP-.
CLEARANCE TO SPRINKLE
-x—
CLEARANCE TO HEATING
UNITS
CLEARANCE TO ELECTR��C—AL A
REQUIRED SIGNAGE
EMERGENCY PLAN
MAXIMUM OCCUPANCY SIGN
CHIMNEY
MASONRY ROUGH IN
FINAL
CHIMNEY
FACTORY BUILT ROUGH IN
rr
FINAL-
WOOD Av
STOVE ROUGH IN
FINAL
VENTED GAS
APPLIANCE ROUGH IN
FINAL
FIREPLACE
MASONRY ROUGHIN
NO
OK THIS DATE .0 F R CO LT OK
FINAL
FIREPLACE
FACTORY BUILT ROUGH IN IN—&E- CT BY
FINAL
CONIDEVICHRISJIWOF.DiLETTERS20GI/FIREMARSHALINSPECTIONREPORTI 1022001
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ELECTRICAL CERTIFICATE ►
COMMONWEALTH ELECTRICAL
I11 INSPECTION SERVICE, INC.
176 DOE RUN ROAD, MAN_HEIM, PA 17545 ,-9`, ,,,1�1►
TELEPHONE: (717) 664-2347
it '�- 'tea• ,���
July 22 , 2003
r'~ APPL . =�
II 1�L03353 .l`
PREMISES OF JERRY BROWN as ADDITION
Address : WARREN STREET, QUEENSBURY NY „� %• ,M .
,I
County of WARREN
;•,.:_ Installed by: M. , GIGNAC
' l
h` Apparatus : 400 AMP 3 PHASE 120Vj,208V SERVICE, 200 AMP
�~ SUB PANEL, 150 AMP .SUB PANEL, 60 AMP SUB PANEL, 3 0' '
Alto ' AMP SUB PANEL 22 :SWITCHES 38 RECEPTACLES 40 ML:,DIUM
BASE FIXTURES, 19 FLUORESCENT FIXTURES, 4 EXIT
�l'°•� LIGHTS, EMERGENCY LIGHT. '~
� •%�- Inspected by: DONALD LOVELAND =�
-
The conditions following governed issuanceLLof this certificate,and any certificate previously
,I; -- issued is cancelled. Failure to have the property reinspected when additional equipment or wiring is ,
added;or within one year from the date of the certificate shall void the certificate in its entirely and the
,;�.��� p6 ,,
—�= company shall not be liable for any damages whatsoever; of
This certificate does not guarantee efficiency, wearing qualities,maintenance or repair and the
company shall not be liable for any damages resulting from any defect or fault in the plans or specifica-
tions,including repair,reconstruction,personal injury or for the death of any person;and b �1
{jl:. `•.Y This certificate only covers visual inspection of wiring and does not cover manufacture or use
of wiring. —�
Inspectors of this Company shall have the privilege of making inspections at any time,and if s a
I�
its rules are violated,the Company shall have the right to revoke the certificate.
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Framing estopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received: �l
Queensbury Building&Code Enforcement Arrive: / ,ud am/pm Depart: a pm
742 Bay Road, Queensbury,NY 1.2804 Inspector's Initials: ll
0 L/
NAME: ti' '-° :, - S b�' PERMIT#:
LOCATION: INSPECT ON: ) 3
TYPE OF RUCTURE:
Y 1.1eN N/A COMMENTS
raining
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 %z (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 '/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
Commercial Filial Inspection Report
Office No.: (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: 10,ul arn/pm Depart: am/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials:
NAME: "J off) ��y PERMIT#: � �w G( r PqLl
LOCATION: DATE: u
COMMENTS:
Y N NA
Chimney/"B"Vent/Direct Vent Location /I p
Plumbing Vent Through Roof 6"/Roof Complete S'ufj�n� 2rM y 4��
Exterior Finish Grade Complete 6"in 10' or Equivalent
Interior/Exterior Guardrails 42 in. Platform/Decks I
Interior/Exterior Ballisters 4 in. Spacing Platform/Decks i,s // fin►~���s j, ',-
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 r
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 '/z 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 Z.
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 Signage Assembly Space J
Final Electricalti� / C�'`�«� "
Site Plan/Variance required
Final Survey,New Structure/Flood Plain certification,if reg.
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' eable Surface 20' wide
Okay To Issue Temp. or P manent C/O
Okay To Issue C/C
Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc
TOWN OF QUEENSBURY
742 Bay Road, Queensbury, NY. 12804-5902
Memorandum
To: Dave Hatin
From: MJ Palmer
Date: 2/19/2004
Re: Plan review Jerry Brown's
Plans look good,with the following two exceptions:
1) Fire Marshal must conduct an inspection to verify installation of exit signs,emergency lighting
and fire extinguishers.
TOWN OF QUEENSBURY COMMUNITY DEVELOPMENT DEPARTMENT
TOWN OF QUEENSBURY
FIRE MARS U 71
REVIEWED BY
�1 G5
DATE 2`� ,_.---=-
'MMENTS
*+
4 FlRE MARSt•K
TOWN OF Q� tnation,
,r Based on our
complUmm�ow��nts shall
In the
not be construed as itdirdt
ians and specifications an to tu'.':
p �rce with the code.
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TOWN OF QUEDENGc. vt�Y
BUILDING & CO S DEPT.
�t REVIEWED BY
DATE
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TOWN OF QUERWRY BUILDING DEPARTMENT
Based on our limited examination
=.V' noe with our comments shall
_ ! not be construed as indicatingthe
' N 0 T I E plans and specifications are t full
conPi&M with the Building Codes
_ of New York State.
FEVER HANDLES REQUIRED
EON ALL PASSA E DOORS
WHETHER IN aR10R Q, �TI"�ISi PLAN N TO SE ON
EXTERIOR o RPROJECT SITE AT
ALL TIMES FOR
► '� I = 30�� I t � ,.THE DURATION OF
1
s
CONSTRUCTION
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SERVICES UNLIM
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•TJ-a•aeaTM;s[os.r•{{{i��� w.I.ioowess7-6 11 7/8"TJI®560 @ 12"O/C
u_1 21200a•.Se.16 PM
y Pw•1 EN—w—1,10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Product Wituram Is Conceptual.
ADS: �.._�'��
Analysis is for a Joist Member.
Primary Load Group-Residential-Living Areas(pst):100.0 Live at 100%duration,14.0 Dead,10.0 Partition
SUPPORTS:
Input Bearing Vertical Reactions(Ibs) Ply Depth Nailing Detail Other
Width Length Live/DeadlUpliitilotal Depth
I
P I I
1 Timberstrand LSl Beam 3.50" Hanger 875/2'.0!0/1085 WA N/A NIA H1:Top Mount Hanger None
2 Timberstrand LSL Beam 3.50" Hanger 875 r 210 f 0/`.085 WA N!A N/A Ht:Top Mount Hanger None
-See TJ SPECIFIER'S 7 BUILPERS GUIDE for detail(s):Hi:Top Mount Hanger
MANGERS:No Manufacturer Selected -
Support Model Sloe Skew Reverse To Flange To Flange Su _
P P 9 P 9 pport Wood
Flanges Offset Slope Species
1 H1:Top Mount Hanger NONE FOUND 0/12 0 N/A NIA NIA NIA ___
2 H7:Top Mount Hanger NONE FOUND 0712 0 NIA NA VA N/A 2•�4- QU.Q.L,``11�j_.�u___2:V 0�
DESIGN CONTROLS:
Maximum Design Control Control Location �� .\ `-'• -_ _ _�,rh _
Shear(Ibs) 1049 104 9 1725 Passed(51%) Rt.end Span 1 under Floor loading \•\ ` ✓v��`^� ����`-�� - - --___ J I 2• �j �D�b�1l Cp��
I
Vertical Reaction(Ibs) 7049 1049 1725 Passed(6'.%) Bearing 2 under Floor loading 1
Moment(Ft-Lbs) 4436 4436 9500 Passed(47/,) MID Span 1 uncer Floor Igacing
Live Load Defl m '
C ) 0.311 0.423 Passed(L 652) MID Spar,1 ur -,r Floor loading
Total Load Defl(in) 0.386 0.846 Passed(:J525? MID Span 1 under Floor loading
TJPro 61 30 Passed Span 1 -`�•.,
' -Deflection Criteria:STANDARD(LL:1J480.TL:V24Q.
-Deflection anarysis is based on composite action with single layer of 3/4"TJ®Performance Plus®Panels(24"Span Rating)CLUED&NAILED wood
I ;
docking.
-Bracing(Lu):Ail compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherw'sa. Proper a ttachment and positioning of _
la[eral bracing is required to achieve memner stability.
TJ-Pro RATING SYSTEM
'he TJ-Pro Rating System value provides additional floor performance in!onnation and is based on a GLUED&NAILED 314"TJ®Performance Plus®Panels 4"(2 Span eilin g,der'Brid The r B'Oci:i g spa Is supporetl by beams.ys,s �a'tansiderations for this rating include:Ceding-5/8"Direct t� `.2"1�'-F
, r
Appaad Gypsum CziLr.S.Use Budging or B.ocr;rS(B'o.c.max).A str ctursl anti ysls of the 0eu�has not been oerfc•^.,ail by the program. Comparison 1 _ , � g. �h.l� 1 y LtO�
JP OJECT INFORMA:Tr N- ---�`••-'�� ! I
erry Brown Auto Pans OPERATOR INFORMATION: I _.J `bft•'� �°'•�`�`(' g'Q•�� /V
Peter Brown ( \ _
Queensbury,NY PJ8 Const.Management
36 Gage Ave. I 1/
Glens Falls,NY 18222-2935
Phone:(518)745-7112 - ./
{ !Fax :(518)745-8741 �r ��•���-
Peter&own(ul(518)745-7112:W �
gaP a. reCr SY Tru'e./o: ti user Bua3nea. }
TJI- TJ ra T1rnv5[ra p r.,.tl:ratlexarl•"[Trua Jo3a[, �{'� , � '� •_-�•— �
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+'r•..•cr,•a arw eertorm..,,u ..o.ec. ,�_X Q_-_._i1JJ L+J'-�-��� .�'•d�'".4 ' I� _ ___ /•-� _...—._____-.____..._._
oa are[e5aa ce[ea rreu<ae[ka fcr Trua Jali[. lJ�;.�.��1A —� �� !��,
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1. 751 S RC P I GRRT_ES�LV__ �
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to 44',._40C.L Vl .. :
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(TJ-6 m N.E� - Q K3 SitJl t�b`j�f��U�ji�`• Jerry Brown Used Auto
t TM)6.05 Sera-1 tium ba1N b.r. P� 11 7/8" TJI@/Pro(TM)-55Q @ 12" O/C
,.. ..__..--
ea
User:1 12/1/2003 3.30:36 PM i
Pagel Eng,neyersfon:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET r - ,�•--L_�-�._.__,,__,
DESIGN CONTROLS FOR THE APPLICATION AND pG-2' ; `Sf ,_-- S'fv.(�� l�'
LOADS LISTED
1
2W
Product Diagram is Conceptual. I
I
_ LOADS: a
Analysis is for a Joist Member.
Primary Load Group-Office Bldgs-Offices(psf):60.0 Live at 100%duration,15.0 DeAd,20.0 Partition �+,� t ` ^
SUPPORTS: Co W1+�...__7�d� w/ _Lv,(.--1G)1.41,u3L.>lA_ 4.au"�j� i
Input Bearing Vertical Reactions(Ibs) Detail Other i
Width Length Live/Dead/Uplift/Total i I
1 Stud wall 5.5D" 4.25" 600/350 10/950 A3:Rim Board 1 Ply 1 1/4"0.8E TJ-Strand Rim Board® A
2 Stud wall 5.50" 4.25" 600/350/0/950 A3:Rim Board 1 Ply 1 1/4"0.8E TJ-Strand Rim Board®
CAUTION:Required bearing length(s)exceed the minimum shown in the TJ Builder's guide for single family residential applications.
U T—•
9 g Y FPI
Limits:End supports,�3 112'.Intermediate supports,3 1/2' with web Stiffeners and 5 1/4'without web stiffeners. V o e _,_� [ �r�V UFO C1 O D — '—� �-- � �
4Z� •7
-See TJ SPEC(FIER'S/BUILDERS GUIDE for defail(s):A3:Rim board - —
DESIGN CONTROLS:
,Maximum Design Control Control Location �
Shear(Ibs) 1000 1000 1925 Passed(52%) Rt.end Span 1 under Safe loading —�
Vertical Reaction(Ibs) 995 995 1885 Passed(53%) Bearing 2 under Safe loading „_—
IJ� , (o r� t Ito
Moment(Ft Lbs) 4400 4400 7982 Passed(55%) MID Span 1 under Floor loading ,
��� tii_ �u�1(a `j,
Live Load Defl(in) 0.323 0.481 Passed(L/715j MID Span 1 under Floor loading
-- X 1 L7 C1J)]C: Fda�11JC,_
Total Load Defl(in) 0.512 0.962 Passed(LI452) MID Span 1 under Floor loading
Report
omp
p Enveloe Compliance R
TJPro 51 30 Passed Span 1 L►aAY_._._____.____ ___.____
-Deflection Criteria:STANDARD(LL:L/4BO,TL:L/240). Proposed New York State Energy Conservation Construction Code [ I
-Allowable moment was increased for repetitive member Usage. COMcheck-EZ Software Version 2.3 Release 1
-Deflection analysis is based on composite action with single layer of 23/32",3/4"Panels(24'Span Rating)GLU ED&NAILED wood Data filename:C:\Program Files\Check\COMcheck-EZ\Services Jerry Brown Auto Parts 12-01-03.cck Climate-Specific Requirements
decking.
Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and Section I Project Information Gross Cavity positioning of lateral bracing is required to achieve member stability. J Kbmnonent Name/DescriotionY Cont. Proposed Budget �DeA 0*
Area R-Value R-Value -Far r jj pFESS!
-Concentrated Toad requirements for standard non-residential floors have been considered, Project Name: JerryBrown's Auto Parts
Roof oAll-Wood Joist/Rafter/Truss 800 30.0 32.0 0.017 0,051 �S MONI �y TJ-Pro RATING SYSTEM 26 Lower Warren St. Exterior Wal:1:Metal Frame,16"o.c.
Queensbur NY 12804 1680 19.0 21.0 0.034 0.074 4l �- G�
-The TJ-Pro RatingS em value provides additional floor performance information and is based on a GLUED&NAILED 23/32",3/4" g Y window 1:Vinyl Frame,Double Pane,Clear,shgc 1.00 48 --- --- 0.450 0.520 Q� 2 EMUS
(�
Y R P Design Services Unlimited Inc. r S_ R V IC U 7UNLIMITED
Panels(24"Span Rating)decklr,g. The contro!I:nc span is supported by wails. Additional considerations for this rating include:Ceiling Door 1:Solid 126 �f v 4 F Et t le
General Contractors Door 2:Overhead
_ •-- 0.600 0.120 .r �t
-None. A structural analysis of the deck has not been performed by the program. Comparison Value:2.89 Document Author: Peter J.Brown 36 -•- --_ 0.600 0.120
F'cor 1:Unheated Slab-On-Grade 120 _-- a C F N ERA L CONTRA TOR S
Notes: -- -- --- � w ,
Existing unheated warehouse section
converted in a breakroom&adding a (s)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. I second floor office area -
Envelope PASSES: Design 29%better than code
Section 2:General Information °374�9 JERRY BROWN'S AUTO PARTS
PROJECT INFORMATION: OPERATOR INFORMATION: O�TNF$TA�E'�F Second Floor Office 2u02 Peter Brown Building Location: Warren,New York Section 4: Compliance Statement
Climate Zone: 15 26 LOWER WARREN ST., QUEENSBURY, NY. 12804
PJB Construction Management, 63
Healing Degree Days(hale 65 degrees F): 75
36 Gage Ave. Cooling Degree Days(base 65 degrees F): 63 The proposed envelope design represented in this document is consistent with the building plans,
spec
Phone 1.518.745.7112 ypeethod ifications and other calculations submitted with this ermit application. The proposed envelope system //�� T
I Glens Falls,NY 1 2 6 01-2935 Building Use Method of Compliance: ActivityT M has been designed to meet the Proposed New York State Energy Conservation Construction Code Scale: 1/2"= 1�-0n Drawn by: P,d.B. Date: 1 1-30-03
:
Fax :1.518.745.8741 requirements in COMcheek-EZ Version 2.3 Release 1:
_ Activity Type(s) Floor Area
Office 800 �
• gr,n .. �___ t�.la,�3 AS-BUILT CROSS SECTIONS FOR i)RewTNf'
.-_._.�F ''—.+yam—'i,.'�►JY. _. 0J ,/' _.._.—
PL.ANT LIST I � � -���� •:,/ f� �`�
..- :._ 10
5YM BOTANICAL. NAME COMMON NAME QUAN. SIZE REMARKS d6_
CP PYRUS CALLERYANA CLEVELAND SELECT CLEV. SELECT GALLERY PEAR 5 2.5 - 3 to CAL B + B / 3. 0 0� a
AR THWA OC.CMMTALIS N�IGRA DARK AMERICAN ARBORVITAE 5 3 - 4' HT B + B 100 ,,.. 1 254 �j ••'O
70
SHEET PILE FENCE
SHEET PILE FENCE �� I `
oo /� GATE L.• / m _=_
STORAGE RACKI=,
N78'39'00"Vy
i I RadioOwer -� ive U42 :. j`�C I° 3-
Cr
l ASPHALT SURFACE GLFNSJFALLSLI
i e
Site ' '° -_-fE� ,I1.e; C311
\ � -a 1 � t.• . .. .,• .. .. FALL � aF
1 STORAGE RACK 1 " . ` V 10
1 1 I 1
t cv �t
59 1 1 I 7rea e Y k 11
Facility
i 5TA61N& AREA
NVEVO
GRAVEL SURFACE -
ASPHALT SURFACE I ; "_i �, x ;R,i f e#r_•._ ..
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1 1 \•.•.I v d A
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04 CrLocation Plan � � Cr
10
STORAGE RACK I O
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4j
I
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• 1O I In ei •d b
46
—/ - STORAGE RACK 32.59' a �, 0 a-
m CDam
� I .. z ., , .,
L `
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LANDS N/F OF p
DANIEL OL50N
587/141 in
cv NEW STONE SAVE TRENCH I l
Go /
Z N/ NEW G' xiG' l o
ATTNNEW DORETE OR ON EX1 TINE KAREHOZE I O LANDS N/F OF
W CLAUDE CHARLE55015
I 729/221
z
42.33' 32 3' NEW PLANING I I
/ NEW G' xIra,
APRON
EXISTING WAREHOUSE ADDITIOD AATN NEW D oR 34.79'
, , ITIO :'EA . i z
i ' �12E4ow, /
L350 5F�
I ; / GATE •.. .. : . R • 99
AGATE l
• I
100 — --....._.. _. GATE I •
40.66' STONE EAVES TRENCH
:0_10'z
D RAIL EXISTING 01�1=1GE NEW PLANTING5-cP �' — l o Z
ce I ASPHALT PARKING 25 SPACES C A
RIM 99.28 / 04 C'
r INV 97.44 / I i �
I � �
I C
00
ASPHALT PARKING 1G SPACES _ o
C
78*122LW
363.74 __ — —
101 �_ — , — CONCRETE SIDEWALK - - "`
CONCRETE SIDEWALK
.-._
APPROVED
_ _ \ Application
WARREN STREET � �\
\ � AY 2002
ing Administrator
\ 100 OF QUEENSBURY
1 Q'!
— RUBBER HOSE FRICTION GUARD
GUY wIRE BUILDING Site Statistics
6' TAX MAP PARCEL - 110-1-23
BROOM FLASH SURF TYPICAL
4.000 ps1 CONCRETE PARALLEL TO BUILDING
Gx6xG/G WWf COOL EXPOSED EDGES - 1/2" RADIUS FLASHED GRADE G# LIGHT INDUSTRIAL NORTH
1 �-° o ` 34 i�°p 0 °a
51TE AREAL 13.92+/- ACRES CGOG.400+/- of) SCALE 1" 20'
3'• do. CEDAR STAKES
°� p� ° ° WOOD OR ALUMINUM EDGING
o °
8 ft LONG = • e :a. •.: : : — SHED ADE PITCH AWAY PARALLEL TO
° ° �Po DECORATIVE STONE Date.IIAar'26, 2002
3" SHREDDED BARK MULCH c.•: °:o — _ LAWN AREA °8 %0 TO M TO" EXISTING BUILDING AREA 12.792 of 2.17.
$� ° EXISTING SITE UTILIZATION
FN GR 4••
iv '• b A. -- — THICKEN EDGE t0 12" x 12" WIDE loin. ' FACE OF BUILDING FLUSH rr/ CONCRETE ° 0 0p t
3" HIGH SAUCER ° °O° PAVEMENTS+ 554.908 sf = gG.47 INCLUDES EL AREAS ROVieiolle
0 00 �o ao Wfl ht iF4 Ri:BAR GONTNVUOU5 SLOPE AWAY $p°I° �°O°P o PERMEABLE AREAL APPROX 8.700 of •1.5Z C309. MINA REQUW2ED)
i OS a GRANULAR 51 ASE i
$3 BROKEN STONE
- - COMPACT TO 9.5X STD FROG Cbo
_ _ o
i II I —
NY5 DOT SECT. 304. TYPE 4 c�,
AMENDED PLANING 50L i;� .,, ;; 0 0°
• � � � � o PROPOSED SITE UTILIZATION
SUBGRADE COMPACTED TO TOOLED EDGE. 1/2" RADIUS r* �o o �o FILTER FABRIC BUILDING AREA# 14.142 of = 2.3Z INCLUDES PORCHES
MJ71 SUB STANDARD PROCTOR c o 0 o p0 a
CROSS SLOPE- 1/8" TO 1/4' PAVEMENTS- 582.818 of 9G•1Z INCLUDES GRAVEL AREAS
G" WL `•+�na per FOOT CMAX 5/8" per ft.) J, _ _ _ _ PERMEABLE AREA- APPROX 9.440 of = 1.GZ C30Z MIN. REQUIRED)
Q a o� o o:;O•' o0
NOTE- :o SUBGRADE REQUIRED PARKING, 1 per 1.000 of Warehouse (11,000) = 11 SPACES
12' Min ALL TREES 3" CALM AND PLAT!
LESS SHALL BE STAKED A5 1 per 150 of Office C1.78G EXIST + 1.350 NEW) = 21 SPACES
TREE PLANTIN6 DETAIL SHOWN USING TREES STAKES 60NORETE APRON STONE EAVE TRENCH DETAIL. EXISTING PARKING- 41 SPACES
ALL SPACES ARE REQUIRED TO ACCOMMODATE. 30 EMPLOYEES. 8 COMPANY S P ^ 1
1
NOT TO SCALE Li NOT TO SCALE NOT TO SCALE VEHICLES AND CUSTOMERS
1
1 ACCESSIBLE PARKING SPACE PROVIDED
SHEET 1 OF 1