2003-084 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: P20030084 Date Issued: Thursday, July 31, 2003
This is.to.certify,that:-.work requested:to.be done as shown..by Peanut-Number-- P20030084
= has been completed.- -
Tax Map Number: 523400-289-015-0001-002-000-0000
Location: 3 HUNTER BROOK Ln
Owner: NORTH TRACT PROPERTIES, L.L.C.
Applicant: BURR PHYSICAL THERAPY
This structure may be occupied as a:
By Order of Town Board
New Commercial Building TOWN OF QUEENSBURY
Director of Building&Code Enforcement
T TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20030084 Application Number: A20030084
Tax Map No: 523400-289-015-0001-002-000-0000
Permissioti is hereby granted to: BIJHF,R PHYSTCAT,THF,RAPY
For property located at: 3 HUNTER BROOK Ln
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: NORTH TRACT PROPERTIES, L.
13 TWICWOOD Ln New Commercial Building $390,000.00
QUEENSBURY,NY 12804-0000 Total Value $390,000.00
Contractor or Builder's Name./Address Electrical Inspection Agency
HILLTOP CONSTRUCTION
47.WILLTAM STREET
HIJDSON FALLS.NY
Plans&Specifications
2003-084
3717 SQ FT NEW BUILD (PHYICAL THERAPY OFFICE)AS PER PLOT PLAN SPECIFICATIONS
$557.55 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,April 14,2004
(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 thg -Pwn of Q ens bury; Monday,April,14,2003
SIGNED�Y /' for the Town of Queensbury.
Director of BuYLg& ode Enforcement
I'
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 y 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: 4 Owner: &1)i5
Address: Address: (,PSI 0e.�ct:K��` /2ocLc�Q
av
� ` FD5`
Phone#(,�y)Jg- 0"-, Phone#
Email Address:k1 6 `7 IQ 75 C) &L,e Oim Email Address:
Property Location: Lot Number: / House Number-
Subdivision N��p0ame: �� o`�c�IL Pie��Map Number: "/
�) I Yl 01 Pock- Poo-d' -44-anlerc-6P,001Z.
,' New Building: residence / ommercial Estimated Market Value of Construction: $ " O
❑ Addition: residence/ commercial If an Addition,what will use of new addition be?
❑ Alteration: residence/ commercial
❑ No change to exterior size: residence/com'1
❑ Other work(describe
Check Occupancylnformation 15t Floor 2° Floor Other floor Total
Below sq.ft. sq.ft. sq.ft. S uar �f ejgO
- MAgR
❑ Single family dwelling QUEE DAY
❑ Two familydwelling pJNG
❑ Townhouse
❑ Multifamily dwelling
#of units
Office
❑ Mercantile
❑ Manufacturing
❑ 1 car detached garage
❑ 2 car detached garage
❑ 3 car detached garage
❑ 1,car attached garage
❑ 2 car attached garage
❑ 3 car attached garage
❑ Storage building- --—
commercial 4
❑ Storage building-
residential
❑ Other
— - What is-the proposed-height of the structure —,;O feet inches- -Will any second-hand or ungraded lumber be used? If so,for what? ) �
Type of Heating System: electric/ oil / gas wood /forced hot air/ baseboard/othet:
Number of Fireplaces to be installed D Number of Woodstoves to be installed
List below the person(s)responsible for supervision of work as regards to building codes:
Name Address Phone Number
Builder
Plumber
Mason
Electrician
Declaration: please sign below after you have carefully read the statement:
To the best of my knowledge the statements contained in this application,together with the plans and specifications
submitted,are a true and complete statement of all proposed work to be done on the described premises and that all
provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied
with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that I/we shall
submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning
Administrator or Director of Building and Codes,an As Built Survey b�a licensed surveyor;drawn to scale,showing actual
location of all ew construction.. /" J
Signature: (�7iV I�ZL(YL2�(i0 owner,owner's agent,architect,contractor .
h
DRAFT COPY
(3/21/03) -
CHECKLIST
NYS BUILDING CODE (BC) Building:
NYS FIRE CODE (FC)
NYS PLUMBING CODE (PC) Location:
NYS MECHANICAL CODE (MC)
NYS FUEL GAS CODE (FGC) Date:
NYS ENERGY CODE (ECC)
Reviewer:
Publication Date: May 2002
COMMERCIAL &
MULTIPLE DWELLING OCCUPANCIES
No. Topic Code Page Required Actual
Section No. or Allowed
1 Jurisdiction BC-101.2 1
2 Flood Plain BC-1603.1.E 285
3 Separated or Non-Separated BC-302.3 18
Occupancies*
4 Occupancy BC-302 17
5 Type of Construction BC-Table 601 81 E5
6 No. of Sleeping Units/Level BC-202 14 &
No. of Units—Total 31
No. of Occupants BC-Table 1003.2.2.2 201
7 Covered Malls BC-402 33
Hi-Rise (75' Rule) BC-403 36
Atriums BC-404 37
8 , Basement Definition BC-502.1 71
(See page 8 of this check list)
Legend: NR = Not Required NS = Not Shown NA= Not Applicable
Uot. vu/
Note: * Non-separated occupancies impose the most restrictive requirements
JAM _r' r//keer n6�p2c/7n V`�f
/ / Pagel of 10
No. Topic Code Page Required Actual
Section No. or Allowed
9. Heights & Building Areas
Maximum Tabular Area BC-Table 503 72
Maximum Tabular Height BC-Table 503 72 37/7
Maximum Stories BC-Table 503 72
Mezzanines BC-505 73
10. Sprinkler System (water) BC-903 168
Basement Sprinkler BC-903.2.10.1 1710
Water Source Sprinkler BC-903.3.5 172
Water Source Site FC-508.1 31
11. Frontage & Sprinkler Credits
Area Modifications (calc.) BC-506 74
Height Modifications BC-504 73
12. , Height &Area Summary: Ht/Area Ht/Area
Tabular Area BC-Table 503 72
Frontage Credit BC-506 74
Sprinkler Credit BC-506.3 75
Total Allowable Area
Max Aggregate Area BC-503.3 73
(Allowable Area/Flr. x No. of
Stories up to 3 maximum)
13. Fire Apparatus Road FC-503.1 29 0t
(150' rule)
14. Exterior Walls
Distance Separation* BC-Table 602 82
Exterior Wall Openings BC-Table 704.8 87 j
Parapets BC-704.11 88
Exterior Wall Coverings BC-Table 1405.2 257
Exterior Wall Finishes BC-Table 1,406.2 261
Combustible
* Distance separations are doubled if fire fighting water is not available (FC-508.1.3).
NOTES;
JAM
Page 2 of 10,
No. Topic Code Page Required Actual
Section No. or Allowed
15. Fire Rated Construction
Incidental Use Areas BC-Table 302.1.1 173ern��
Accessory Occupancy BC-302.2 18 6X-
Mixed Occupancy BC-Table 302.3.3 19
Control Areas BC-414.2 52
Fire Walls BC-705 89
Fire Barrier BC-706 91
Shaft Enclosure BC-707 92
Fire Partition (Tenant Sep.) BC-708 95
Smoke Barriers BC-709 96
Opening Protectives BC Table 714.2 101
Fire Blocking BC-716 107
Draft Stopping BC-716.3 108
16. Space
Min. Rm. Dimensions BC-1207.1 251
Min. Ceiling Height' BC-1207.2 251 (v
17. Ventilation (Nat. or Mech.) BC-1202.1 249 Ok
18. Light (Nat. or Mech.) BC-1204.1 250 04
19. Exits Z Z-
Occupancy Load BC Table 1003.2.2.2 201
One Exit Permitted BC Tablel005.2.2 224
Stair Enclosure BC-1005.3.2 224 ��-
Emergency Egress BC-1009.1 235 L
Distance of Travel BC-Table 1004.2.4 220 2c d �/
Aisle Width BC-1004.3.1.1 221 yY 3 b y�/.��
Corridor Width BC-1004.3.2.2 221 /
Capacity.of Exits (calc.) BC-Table 1003.2.3 202
Corridor Wall Fire Rating BC-Table1004.3.2.1 222
Corridor Dead End BC-1004.3.2.3 222 !✓v1- r
--� Door Width BC-1003.3.1.1 208 -rj." //Y ���v1 ` 36
Door Swing BC-1003.3.1.2 208 Gk
Panic Hardware BC-1003.3.1.9 213 G�
20. Stairs
Riser BC-1003.3.3.3 213 � �• �,
Tread BC-1003.3.3.3 213
Width BC-1003.3.3.1 213
Headroom BC-1003.3.3.2 213 ,k 4 6 ��
Vertical Rise BC-1003.3.3.E 215
Handrails BC-1003.3.3.11 215
;>C 16o3;3,2-,/ - zd //U/.//Yt'
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Page 3 of 10
No Topic Code Page Required Actual
Section No. or Allowed
e--�� 21- Structural
Snow Loading---Ground BC Fig 1608.2 296
Snow Loading---Roof (calc.) ASCE 7-98
Drifting Snow BC-1608.7 295
Ponding BC-1608.3.5 295 1
Floor Loading BC Table 1607.1 291 C '7�'�r/ ►
Balcony Loading BC-Table 1607.1 291 A90
Wind Loading (ca/c.) BC-1609 297
Roof
Walls
Windows
Seismic Loading (calc.) BC-1614 315
Foundation Depth BC-1805.2 398
2.2. Interior Finishes BC-Table 803.4 161 CW49 /V/?
23. Swimming Pools ` BC-3109 629 pk-
24. Sun Rooms BC Appendix 1 693 A-
25. Electrical
Exit Lights or Signs- BC-1003.2.10 203
Emergency Lights BC=l003.2.11.2 204 /►
Emergency Power BC-2702 . 611
General Lighting-Exits-Stairs BC-1003.2.11 204
26. HC ACCESS'
Exempt Buildings BC-1104.4 238
Parking BC-Table 1106.1 239
Route BC-1104.1 238
Entrance BC-1105.1 239
#of Sleeping Rooms BC-Table-1107.6.1.1 241
#of Dwelling Units BC-1107.6.2 241
Toilet Facilities BC-1109.2 244
Service Counters BC-1109.12:3 246
Areas of Refuge BC-1003.2.13.5 207
Signage %fib
Supplemental HC Req'mts Appendix E 681
27. SPECIAL INSPECTIONS BC-1704 379
Notes:
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Page 4 of 10
No. Topic Code Page Required Actual
Section No. or Allowed
28. Fire Protection Equipment
Central Station Monitoring FC-901:9 52
Sprinkler Systems FC-903 55
Other Extingushing Syst. FC-904 59
Kitchen Hood Extinguisher FC-609.8 41
Standpipe Systems FC-905 62
Fire Extingushers FC-906 64
Fire Alarm Systems & SD FC-907.2 66
Fire Alarm Boxes FC-907.4.1 72
Smoke Detection FC-907.2.10 68
Hi-Rise Fire Safety FC-907.2.12 69
Visible Alarms FC-Table 907.10.1.2 73
Smoke Control FC-909 75
Smoke Vents FC-910 82
Fire Pumps FC-913 85
29. Plumbing Code
Fixture Count PC-Table 403.1 21 /�Ov OZ,
Water Supply /��
Service Pipe Size PC-603 33
Fixture Pipe Size PC-603.1 33
Pipe Material PC-Table 605.4 36
Labor Law Art. 10-A UFPBC-904.6 12,340
Pipe Insulation See Energy Code Q�
Backflow Prevention PC-Table 608.1 41
Sprinkler System PC-608.16.4 44
Lawn Irrigation PC-608.16.5 44
Pipe Freezing PC-305.6 14
Sanitary Drainage
Drain Pipe Size PC-Table 709.1 54
Drain Pipe Material PC-702 47 Qw
Labor Law Art. 10-A UFPBC-904.6 12,340
Vent Size PC-Table 910.4 63
Pipe Hangers PC-Table 308.5 17
Air Admittance Valves PC-917 67
Notes:
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Page 5 of 10
No. Topic Code Page Required Actual
Section No. or Allowed
30. Mechanical Code � Ok
Ventilation Rates MC-Table 403.3 24 2f per.
Propane Below Grade MC-502.8.10.1 31
Dryer Exhaust MC-504 33
Kitchen Exhaust MC-506 34
Kitchen Hoods MC-507 37
Kitchen Make-Up Air MC-508 39 �
Chimney Termination MC-Table 511.2 41 M r�
Air Plenums MC-602 47
Fire & Smoke Dampers MC-607.5.1 52
Combustion Air MC-701 55
Confined Spaces—Def. MC-202 5
31. Fuel Gas Code
Appliance Location FGC-303 18
Combustion Air FGC-304 19
Clearance to Combust. FGC-Table 308.2 25
Pipe Material FGC-403 46
Shut Off Valves FGC-409 53
Chimney Termination FGC-Fig. 503.5.4 63
Gas Vent Termination FGC-Fig. 503.6.6 65
Exit Terminal Location FGC-503.8 68
Clothes Dryer Exhaust FGC-613 96
Unvented Room Heaters FGC-620 99
32. Energy Code
Prescriptive Method ECCC-Table 602.1(1) 50
High Truss Credit ECCC-602.1.2 51
Pipe Insulation—Heating ECCC-Table 503.3.3.1 44
Duct Insulation—Heating ECCC-Table 503.3.3.3 45
Pipe Insulation—Hot Water ECCC-Table 504.2 47
HWH Heat Trap ECCC-504.7 47
COMcheck Computer Software
Compliance Report Required
Notes:
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Page 6 of 10
Project Name: -Se d-��''" BP#
Address:
Building Permit Submission SFD
Checklist 2-Family
All items below must be checked either yes,no or not applicable prior to submission of any building
permit to the Town of QueensburyBuilding Department. If any of the below items are lacking,the permit
will not be accepted until such time as the application is deemed complete for submission.
1. Building Permit Application Completed ... ... ... ...... ... ...... ............ . eyesno ❑n/a
2. EnergyForm or CheckMate Energy Gode Compliance Forms Complete.. no ❑n/a
(2 copies)
3. Energy Gode Inspector's Report from Checkbdate Program.. ... ... ... ... .. O-K ❑no ❑n/a
(2 copies)
4. Septic application completelyfilled out(if applicable)... ... ...... ...... ... ... [ ❑no ❑n/a
5. Solid Fuel Burning or Gas Appliance Form... ... ... ... ...... ... ... ...... ... ... .Dyes [:]no ❑n/a
6. Electrical Inspection Form... ... ... �E]no ❑
7. Two(2) complete sets of structural drawings..... ... ... ... ... ... ... ...... ... ... .-Pes ❑no ❑n/a
a) floor plan;b)foundation plan;c) cross sections:d)elevations;
e)window and door schedule
8. Two(2)site plans showing location of the structure to be built....... ... ... 05es Ono ❑n/a
location of well or water lines,location of septic system or sewer line.
9. Setbacks from property lines to new structure... ... ... ...... ............ ... .. �❑no [-]n/a
10. Setbacks to neighboring wells and septic systems,including onsite well... . yes[-]no ❑n/a
and septic systems (if applicable)
11. DrivewayPemut... ... ... ...... ... ... ... ... ... ... ...... ... ...... ...... ... ... ... ... [ ❑no ❑n/a
Date: 0
Staff Initial:
L-.\SueHemiugway\Bading.PermitFORMS\Generic Checklist.doc Januu728,2003
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MAP REFERENCES:
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CROSS ROADS PARK
PHASE TWO
BY VAN DUSEN & STEVES
DATED JANUARY 30, 1990 \ LOT, 4
LAST REVISED AUGUST 13, 1990
GRF
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LOT 6 ?O'
ff 0 � 68.69'
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.b� ° LOT 5
41,681 sq ft
/ 0.95 acres Y
1 V2 STORY ��• c
WOOD FRAME Op ,
\ 114.40' COMMERCIAL LEGEND:
BUI.DMG y0•
° OIRF = IRON ROD FOUND
\� y O CIRF = CAPPED IRON ROD FOUND
\� s erb = UTILITY POLE
= WOOD FENCE
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{ Date, APRIL 14, 2003
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� :�.� Map of a Survey made for Scale 1'=30'
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"MR LAWA NORTH TRACT PROPERTIES LLC S - 1
11Y NNIRY ww IIOAI®N AOOOIwr10[NIN 11t
Land Surveyors lPr29 M"'�'°" MMIM OF "°°"M '
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189 Haviland Road Queenebury, New York 12804 /1 M M° WWWW u HOOK NO Town of Queensbury, Warren County, New York � 71291031 BUILDING LOCATION
rome CFMusom*aw nm-
NORTH TRACT PROPERTIES. LLG
(518) 792-8474 New York Inc. No. 50135 NO. DATE DESCRIPTION DWG. NO. 03081 C995
48-5-5/289.12-1-5.5
Application for Permit—Septlo ORsposal System
Town of Queembury 741&vAoad gkmwb&03.NY 1280f ('118)76242K
1. OWNBR WORMATTON- _ ...
Locaticn of installation.
tIIn File permit
='A* Owner's Name: �.n i 5 4e fl f Fee Paid
Address-
2. INSTALLMI S NAME
3, RESIDENCE iNFORATION: (circle yaarof dvmllin&3ndtcatw badraom(r)and multiply#of
bedroom with applicable gallons per bedroom to equal total dailyftow)
Year ofHoustr' 0.elf ay ay w aQW 10%ilvr1ow
1980 or older x 150 RsUbtttru
' •r 19A0—1991 � x 130 gaUbdrfti �
1991�-proaaat x 111)gaVbdrm V 1
Garbage Orindec Installed yes",— I no ��� P 0 2003
Spa or Hot Tub installed yea_1 t;o T
eCbVt�V�gp�ENS9LiQy
4, PARCEL 1PT ORMATION: (oirole ayplicable i�ation&k4cwx rnaasuremet<ts)
Toboffmuhv Ed MedrqckcjrjUWMWjgMMeftl
Plow sand rn what depth at who d�pth mrinicipal
-:,d2olling lawn feet few well
9teepelope cloy if- water supply
_Uslope other from anysejpac-system
depth. absorpXlon u �i.
other _
Poreolation Test: (To be otmspTetrd b3'licensed proje8aionRl engineer or archtteor)
.Hate: ndnure per inch
S. PROPOSED SYSTEM: For News Cemtnedba All i>tdlviQyal seavage disposal eysuems must ba detispee by a licensed
paollceaio�l anpineer nr ttclWteot(tmleae ittnalled in a PlaaninB$oafG approved su6diviaicm) Odd 250 pnllanx to the Size
of tbo PgMc*nk uul 1wh field for each Garbage(hinder,Spa w whbipo:ol Tub,
Septio Tank: I000 gallon(rain.sure 1,DOOgrtlJ
Tile Field: eaM vvwh 1t Total Syston Langth:
Scepagc PH(s): numbrr q(.___._--- -C2 alas ofsach: •by ".?.
Size of Stone to be used: to I depth or thickness. 1 fCel
$ed System Sim x
Altmmdva System:_.- length and/or sine
6. HOLDING TANK SYSTEM: (if required)
Nmnbor of make: I Size of each: gallons /TOTAL Capsaity: gallons
Mom Akwm System and umciued electrical work must be inspected by a Town approved
electri inepec0ob agency.
7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read)
For your protection,pleesa note&I ptusuant to Seodon 136-29 of the Code of flM Tow`.
of Queeaabury,any parmit of apMval granted whdeh is bend upon or is granted in
rohattce upon any maffiial rnisre;Mcatadon or failure to make a material fact or
circumstance known by or am behalf of tut applicant,shall be void.
I hove read the regaladmis with re pect to Nis applioa:ion mid ogree to abide by these and all
mgi.&et=ts oftbe Tewn of Queenabtuy Sanitary Sm-&p Disposal Ordinance.
0001'<6""Al
$jbP6We,9fresponsible permm Data
sea;tooi� YYa 9a:91 ;1HZ 90OZ:OU/CO
Application for Permit—Septic Disposal System
Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256
1. OWNER INFORMATION:
.....................................................................................................................................
Office Use
Location of installatiomenh, at YJ Rock Pcad
�-'Pw�' 130 File Permit No.Q
Tax Map No.Cc�
Owner's Name:
1r)_w Is e Fee Paid
Address: 0 Lt 0-k-a4 Road L(.eep .................................................................................................................................
2. INSTALLER'S NAME & Ltc— etz- PHONE NO.
3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply#of
bedrooms with applicable gallons per bedroom to equal total daily flow)
Year of House: No. of Bedrooms x Computation = Total Daily Flow
1980 or older x 150 gal/bdrm =
1980- 1991 x 130 gal/bdrm =
1991 —present x 110 gal/bdrm =
Garbage Grinder Installed yes no IWAR 9'0 2003
Spa or Hot Tub Installed yes_ no TOWN OF
BQILD/IVGgNFNSBURy
4. PARCEL INFORMATION: (circle applicable information&indicate measurements)
Topography Soil Nature Ground Water Bedrock or Impervious Material Domestic Water SLIP&
Flat sand at what depth at what depth municipal
Rolling loam feet —feet well
Steep slope clay if well; water supply
%slope other from any septic-system
depth: absorption is_ft.
other
Percolation Test: -(To be completed by licensed professional engineer or architect
)
Rate: —minute per inch
5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed
professional engineer or architect(unless installed in a Planning Board approved subdivision). Add250 gallons to the size
of the septic tank and leach field for each Garbage Grinder, Spa or Whirlpool Tub.
Septic Tank: A90—gallon (min. size 1,000 gal.)
Tile Field: each trench_ft. Total System Length: ft.
Seepage Pit(s): number of C:21'_ size of each: ft. by ft.
Size of Stone to be used: # depth or thickness feet
Bed System Size: x
Alternative System: length and/or size
6. HOLDING TANK SYSTEM: (if required)
Number of tanks: Size of each:_gallons TOTAL Capacity: gallons
Note: Alarm System and associated electrical work must be inspected by a Town approved
electrical inspection agency.
7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read)
For your protection,please note that pursuant to Section 136-29 of the Code of the Town
of Queensbury, any permit or approval granted which is based upon or is granted in
reliance upon any material misrepresentation or failure to make a material fact or
circumstance known by or on behalf of an applicant, shall be void.
I have read the regulations with respect to this application and agree to abide by these and all
requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance.
Sinature Date i ture of responsible person
V—s 4—M,
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7, SIC'iNATURE &WORMA7I0N POP, F �� Z� �VL`I � p i' `
UN L 1✓ ►C av aw�a
i Commercial Final Inspection Report
Office No.: (518) 761-8256 Date Inspection re tree ive
Queensbury Building&Code Enforcement Arrive: pm art: pm
742 Bay Roa Queensbury,NY 12804 Inspector's Initia ~
NAME: PERMI M
LOCATION: 17.3 ! DATE: � p __
COMMENT:
Y N NA
Chimney/"B"Vent/Direct Vent Location
Plumbing Vent Through Roof 6"/Roof Complete
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 sq. 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 %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
Active Listening System and Signage Assembly.Space 1
Final Electrical �� ���
Site Plan/Variance required \ Jr \
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 �U1
Water Fountain or Cooler
Building Access All Sides by 20' /Driveable Surface 20' wide
Okay To Issue Temp. or Permanent C/O
Okay To Issue C/C
Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc
----`-- 02/05/1900 19:35 FROM - TO 7454437 ____----- P.02
-----------i----- -------------------- --- ----- ---
------ �V
JUL 2 9 2003
introduction TOWN OF QUEENSBURY
tl� G AND CODE
�nection fittings required.(Refer to chart in INSTALLATION be located within 12 inches above the ftoo�and the other
section of this manual,item 7,VENTING,for specific lim- is to be located within 12 inches below the ceili% The
itations).Long hot water lines should be insulated to con- minimum net free area of each opening must not be less
serve water and energy.The water heater lines should be than 1 square inch per 1 Doti BTUH of total input rating of
protected from freezing temperatures. DO NOT install all the appliances in the enclosure(but not less than 100
the water heater In bathrooms, bedrooms.any occu- square inches),if each opening communicates with other
pied rooms normally kept closed, or In outdoor un- unconfined areas inside the building.Buildings of unusu•
protected ereeR- ally tight construction shall have the combustion and ven-
ti(atiort air supplied from outdoors or a freely ventilated
C. Minimum clearance trom combustible materials is 1 inch attic or crawl$pace,
from sides and rear; 1 inch from front of control enclosure;
and 12 inches from top.The water heater may be installed If air is supplied from outdoors, directly of through verti.
on combustible floors, but not directly on carpeting. If the cal ducts, there must be two openings located as speci-
water heater must be installed on carpeting,place a metal fied above and each must have a minimum net free area of
or wood panel beneath the water heater extending beyond not less than one square inch per 4000 BTUH of the total
I% full width and depth at least 3 Inches in all directions. input rating of all the appliances in the enclosure.
It the water heater-is installed in an alcove or closet, the
entire floor must be covered by the panel.A minimum of 24 If horizontal ducts are used to communicate with the cut-
inches clearance from the front and top should be available doors, however,each opening must have a minimum net
for adequate inspection and servicing- free area of not less than than one square inch per 2000
BTUH of the total input rating of all the appliances in the
A CAUTION enclosure. If ducts are used, the minimum dimension of
rectangular air ducts shall be no less than 3 inches.
The water heater should not be located in an area where
leakage of the tank or water piping connections will re- NOTE: It the openings are to be covered with a pro-
cult in damage to the adjacent area or to lower floors of tective screen or grill,the net tree area of the covering
the strac4gre. W*"--sutt ernes esnnet-H ovorded, it-is material nubs be-used in determining !be size of the
freeoMmehded that a suitable catch pan, adequately openings,as stated above. Protective screening for
drained, must be installed under the water heater.The the openings MUST NOTbe Smaller than 1p4 inch mesh
pen MUST NOT restrict combuetion air flaw to bottom of to resist Clogging by lint or other debris.
water heater
Provisions for combustion and ventilation air must cum-
NOTE:Auxiliary catch pan MUST conform to local codes. ply with referenced codes and standards.See LOCAL IN-
STALLATION REGULATIONS section on page 2.
D. COMBUSTiON & VENTILATION AiR• Proper operation
of the water heater requires air for combustion and Yen- ;A CAUTION
tilation. if the water heater is installed in an unconfined
space within a building of conventional frame, masonry Large exhaust fans can (over the air pressure inside a
building or room and Interfere with proper venting and
operation.Commercial kitchens or other locations that
must maintain a high flow of exhaust air should have the
s water heater installed in a $operate room with Combus-
ilon and ventilation air supplied directly from outside as
described above.
N. 'E. CORROSIVE ATMOSPHERES-The water heater should
— not be installed near an air supply containing halogenat-
A..DWTaw-ofwawhaaw rirasw)dboat 8$i ed hydrocarbons- For example.,the air in beauty shops,
ptmZ'Mn. &A-w are amw drycleaning establishments, photo Processing labs and
a-Nizcr+a ti•s' 9 P P g
storage areas for liquid and powdered bleaches or swim-.
Figure 3-...Aux l"C Ltcn pan ming pool chemicals.The air there may be safe to breatha,
but when it passes through a gas flame, corrosive ele-
or metal construction,infiltration air is normally adequaJA
merits are released that will shorten the life of any gas
for proper combustion and ventilation. However, if t burning appliance. Propellants form common spray cans
space is confined,provisions for this air must be made. or gas leaks from refrigeration equipment are highly cor-
confined space is one having a volume of less than rosive after passing through a gas liame.Tile limited war-
cubic feet per 1000 BTUH of the total input of ail ap ranty of the water heater is voided when failure is due to
antes within that space. a air mug a sup rough corrosive atmosphere. (Reference is made to the limited
_ _r ,.rbo of which is to' warranty For complete terms and conditions.)
TOTAL P.02
TOWN OF QUEENSBURY
BUILDING & CODE ENFORCEMENT
742 BAY ROAD
QUEENSBURY NY 12804
(518) 761-8256
ARRIVE: DEPART: INSP:
W
FINAL INSPECTION REPORT
COMMERCIAL ------ MULTIPLE DWELLING
(hotel, motel, apt. complex)
DATE INSP,Fy6T, ION ,PA
QUEST RECEIVED:
NAME
LOCATION1�\,��►� Qn/ .
DATE PERMIT N
TYPE OF STRUCTURE
FOOTINGS _BACKFILL FRAMING PLUMBING
INSULATION
NIA YES NO
CHIMNEY/"B" VENVHEIGHT
PLUMBING VENT/FIXTURES
ROOFING
EXTERIOR FINISH
HEATING/}JOT WATER
RELIEF VALVES
FLOORS
FOUNDATION INSULATION
INTERIOR STAIRS/RAILINGS
STOCKROOM ENCLOSURE
FIRE/DEMISE WALLS PENETRATION
FIRE DAMPERS
CEILING FIRE STOPPING
FIRE DOORS/CLOSERS
EXIT DOOR HARDWARE
EXIT STAIRS/RAILS
PLATFORM/ELEVATOR
HANDICAPPED ACCESS
HANDICAPPED BATHS
HANDICAPPED PARKING
FINAL ELECTRICAL
SITE PLDeVARIANCE RE .
Fi AL SURVEY PLOT PLAN IF RE �b
OK TO ISSUE C/O OR C C
�,rAmf n) r v�ti s ue ent
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 J
Request SCHEDULE rT
Received. Permit# INSPECTION ON:
Name; d U� — kV3 1 C.A 1OL—AM PM ANYTIME
Location:
APPROVED
N/A YES NO COMMENTS
EXITS
AISLE WIDTHS
EXIT SIGNS-NORMAL
- BATTERY
EMERGENCY LIGHTING
FIRE EXTINGUISHERS
FIRE ALARM SYSTEM f �-
FIRE SPRINKLER SYSTEM �r� ����, y � �c�►- ��
FIRE SUPPRESSION SYSTEM
HOOD INSTALLATION
INTERIOR FINISHES tar
STORAGE
COMPRESSED GAS
CLEARANCE TO SPRINKLERS
CLEARANCE TO HEATING
UNITS
CLEARANCE TO ELECTRICAL
REQUIRED SIGNAGE
EMERGENCY PLAN
MAXIMUM OCCUPANCY SIGN
CHIMNEY
MASONRY ROUGH IN t LZ i
J
FINAL
CHIMNEY.
FACTORY BUILT ROUGH IN ���j e
FINAL
WOOD >
STOVE ROUGHIN
FINAL
VENTED GAS
APPLIANCE ROUGH IN
FINAL
FIREPLACE
MASONRY ROUGNIN
OK THIjDE K FOR CO NOT OK
FINAL `
FIREPLACE \
FACTORY BUILT ROUGH IN ® /
INSPEC
FINAL
COMDEV/CHRISJ/ WORD/LETTERS2001MREMARSHALI' ;O TIONREPOR 11022001
WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY
Commercial Final Inspection Report
Office No.: (518) 761-8256 Date Inspection requ re ei 2d: .�
Queensbury Building&Code Enforcement Arrive: -a pm Depart:
742 Bay Road Queensbury 12804 Inspector's Initi s: '
NAME: PERMIT
LOCATION: DATE:
COMMENTS:
Y N NA
Chimney/"B"Vent/Direct Vent Location ` 1 16VS
Plumbing Vent Through Roof 6"/Roof Complete OV— w �
Exterior Finish Grade Complete 6"in 10' or Equivalent
Interior/Exterior Guardrails 42 in. Platform/Decks
Interior/Exterior Ballisters 4 in. Spacing Platform/Decks %A
Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11"
Vestibules For Exit doors>3000 s . ft. V\V�>
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 '/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
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
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
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 SCHEDULE
Received: Permit# 94 INSPECTION ON:
Name: �- �� �Y(C- AM PM J A YTIME
Location:
APPROVED
N/A YES NO COMMENTS
EXITS
AISLE WIDTHS
EXIT SIGNS—NORMAL- BATTERY �� i `�� ��"��,( I l r`�
0 o
EMERGENCY LIGHTING
FIRE EXTINGUISHERS
FIRE ALARM SYSTEM C L'�-�l1�jM Q,
FIRE SPRINKLER SYSTEM
FIRE SUPPRESSION SYSTEM A
HOOD INSTALLATION X7
INTERIOR FINISHES
STORAGE
COMPRESSED GAS AM e-
CLEARANCE TO SPRINKLERS J
CLEARANCE TO HEATING
UNITS
CLEARANCE TO ELECTRICAL _
REQUIRED SIGNAGE
EMERGENCY PLAN
MAXIMUM OCCUPANCY SIGN
CHIMNEY
MASONRY ROUGH IN ?C
FINAL
CHIMNEY , �� t A0J-�
FACTORY BUILT ROUGH IN ' ` I•/
WO
OD FINAL �}� ILl�� Q5 `(- om
STOVE ROUGH IN 3 C C-Va u Q oils
� t•
VENTED GAS FINAL
APPLIANCE ROUGH IN
FINAL
FIREPLACE
MASONRY ROUGH IN OK THIS DATE FOR NOT OK
FINAL
FIREPLACE � VC.�1, 1
FACTORY BUILT ROUGH IN EETED BY
FINAL
COMDEV/CHRISJ/WORD/LETTERS2001/F IREMARS HALI NS PECTIONREPORT11022001
WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY
. ,3o
Commercial Final Inspection Report
J�
Office No.: (518) 761-8256 Date Inspection request received: /
Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm
742 Bay Road, Queensbury, 12804 Inspector's Initials:
NAME: n � � ERMIT#:
LOCATION: 14 -
ATE: -
Y N NA ��-
Chimney/"B"Vent/Direct Vent Location
Plumbing Vent Through Roof 6"/Roof Complete
Exterior Finish Grade Complete 6"in 10' or Equivalent
Interior/Exterior Guardrails 42 in. PlatformYa/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)/Cano or Equiv. E7/AS/�3
Gas Valve Shut-off Exposed&Regulator 18")Above Grade
Floor Bathroom Watertight/Other Floors Oka --�
Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum p� 1Q oJ,
Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System 01 -
Fresh Air Supply for Occupancy/Ventilation Combustion / /25-/ 34
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.
� A—
> ��222�L?iL2a�
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" �I/1
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 i'_
Handicapped Service Counters, 34 in., Checkout 36" -' t
Handicapped Ramp/Handrails Continuous/12 in.Beyond
Active Listening System and Signage Assembly Space n �//�� /
Final Electrical /` �� ')`PJc�t 2'7, S
Re 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 n
Water Fountain or Cooler c G((lGt Q Gyl
Building Access All Sides by 20' /Driveable Surface 20' wide / v
/ 1 �av1CJnc1
Okay To Issue Temp. or Permanent C/O �O U 3 ox�J
Okay To Issue C/C
C-00d _ %l PeMtQheiL� CC
Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc
Rough Plumbing / Insulation In ection Report
Office No. (518)761-8256 Date Inspectr
`l d �1.3
Queensbury Building&Code Enforcement Arrive: : a in742 Bay Road, Queensbury,NY 12804 Inspector's I
NAME: u- He PERMIT#: ��>"`
LOCATION: _ f;u" a INSPECT ON: c9 d- •• t
TYPE OF STRUCTURE:
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
Copper Commercial
Copper, CPVC,Pex One &Two Family
Insulation/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.FORMS\Rough Plumbing Insulation Report.doe January 28,2003
Rough Plumbing / Insulation Ins ectione ort�v
P P
Office No. (518) 761-8256 Date Inspection request receiv d:
Queensbury Building&Code Enforcement Arrive: a m e rt: r n
742 Bay Road, Queensbury,NY 12804 Inspector's Initia
NAME: EG l I W* -PERMIT#: 0 OE
LOCATION: — SPECT ON: O�
TYPE OF STRUCTURE:
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
Copper Commercial
o per, CPVC,Pex One &Two Family
isulation/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:�SueHemingwayTuilding.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doe January 28,2003
� 4Dco
Septic Inspection Report
Office No. (518)761-8256 Date Ins ection re e i
Queensbury Building&Code Enforcement Arrive: a e - 1-� am/
742 Bay Rd., Queensbury,NY 12804 Inspector's Initia
NAME: ZP IT NO.: L/ U
LOCATION: EVSPECT ON:
RECHECK:
Comments and/or diagram
Soil Type: San&CV,
lay
Type of Water: Well Water
Waterline separ distance
Well separation distance ft.
Other wells: ft.
Absorption Field: Total length ft.
Length of,each trench ft.
Depth of trenches Z ft.
Size of Stone
Seepage Pits: Number Z
Size: x
Stone Size: Z1 S o Q C
Piping Size Type
Building to tank 1 h
Tank to Distribution Box
Distribution Box t 'eld it ( �`
O ening Sealed: Y a
Location/Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan Y
Location of System on Property:
Front Rear Left Side Right Side
Middle Front Middle Rear
System Use Status:
Approved
Partial Approved and needs to be re-inspected,please call the Building&Codes Office
Disapproved
LASueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003
Framing / Firestopping Inspection Report [C[[[
Office No. (518) 761-8256 Date Inspection requesjt-rcceiv 3 AL3
Queensbury Building& Code Enforcement Arrive: pm e a
742 Bay Road, Queensbury, NY 12804 Inspector's Initi 1
NAME: LL-�' PERMI
LOCATION: n 64,,v,4e, /C SPEC ON: 3 0
TYPE OF STRUCTURE:
Y N ' N/A COMMENTS
Framing
Jack Studs/Headers
Bracing/Bri mg
Joist han s
Jack Pan
lain Beams
Exte or sheeting nailed properly
T2'O.C.
eadroom 6 ft. 8 in.
tairwells 36 in. or more
H adroom 6 ft. 8 in.
No hes/Holes/Bearing Walls
Meta trapping for Notches Top Plate
1 %z (A 16 gauge (8) 16D nails each side
Draft stotg 1,000 sq. ft. floor trusses
Anchor Bolts ft. or less on center
Ice and snow shil�d 24 inches from wall
Fire separation 1, 2, hour
Fire wall 2, 3, 4 hour
irestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side % inch or 5/8 inch \ype
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Be rooms
24 in. (H)
20 in. (W)
5.7 sf above/below grad
5.0 sf grade
LASueHemingway\Building.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003
Rough Plumbing / Insulation Inspection Report
Office No. (518)761-8256 Date Inspection req ec I e o 03
Queensbury Building&Code Enforcement Arrive: a pm e r . :� p
742 Bay Road, Queensbuiy,NY 12804 Inspector's Initia
NAME: E
LOCATION: ECT ON: Q3
TYPE OF STRUCTURE:
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 hig est
Connection for 15 mi utes
Water Supply Piping
Copper Commercial _
CPVC,Pex One Two Family
Insulatio /Residential C ck Co ercial Check
roper Vent, Attic Vent
`�
Duct/Hot Water Piping Insulation 1
If required unheated spaces
Combustion Air Supply for Furnace
Duct Work Sealed Properly
COMMENTS:
L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003
G 't"I
Rough Plumbing / Insulation Inspection Report `
Office No, (518) 761-8256 Date Inspection re ' 3- Q
Queensbury Building&Code Enforcement Arrive:,Prec,e
art:742 Bay Road, Queensbuly,NY 12804 Inspect
NAME:
LOCATION: INSPECT ON: C�
TYPE OF STRUCTURE:
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
Copper Commercial
CPVC,Pex One &Two Family
Insulation/ esidenti . Chec ./ o. rcial Check
Proper Vent, Attic Vent
Duct/Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct Work Sealed Properly
COMMENTS:
LASueHemingway\I3ui I ding.Codes.In spection.FORM S\Rough Plumbing Insulation Report.doc January 28,2003
Rough Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection reque ived:
Queensbury Building&Code Enforcement Arrive:2ttlp a epa t:
742 Bay Road, Queensbury,NY 12804 Inspector's Initial .
NAME: + `�'1
1�1' �'N�' PERMIT#:
LOCATION: U f U INSPECT ON:
TYPE OF STRUCTURE:
Y N N/A
PVC: R-1,R-2,R-3,R-4 Drain I Ventss�
Cast iron opper rai �e � of
�Plumbing Vent/Vents in Place
g
oug h lumbin /Nail Plates
H or Air 1 Test
a i n and Vents ���/✓
" 5 PS or 10 ft. above highest
Connection for 15 minutes
W uPP1 Pi mg
� d"li tJ�
er ommercial
Copper, CPVC,Pex One &Two Family VAN r�
Insulation/Residential Check/Commercial Check 0,
Proper Vent,Attic Vent e v
Duct/Hot Water Piping Insulation
If required unheated spaces f
Combustion Air Supply for Furnace /
Duct Work Sealed Properly
COMMENTS: �3
L:'SueHemingway\Buiiding.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doe January 29,2003
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection requ ceive
Queensbury Building& Code Enforcement Arrive: a pm D 'art- = am/
742 Bay Road, Queensbury, NY 12804 Inspector's Initi
NAME: PERMIT#:
LOCATION: l INSPECT ON: L
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 %2 (w) 16 gauge (8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center
Ice and snow shield 24 inches from wall
Fire separation 1, 2, 3 hour
Fire wall 2, 3, 4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side %2 inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
LASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003
Framing / Firestopping Inspection R
Office No. (518) 761-8256 Date:lns ection request recei
Queensbury Building&Code Enforcement Arrive: �:�0 a in D p :'j v a pm
r
742 Bay Road, Queensbury,NY 12804 Inspector's Initial
NAME: _9 i L l ERMIT#:
03-�g
LOCATION: ,.� � NSPECT ON: C,m —
TYPE OF STRUCTURE:
Y N N/A F COMMENTS
aming
%1k b:)CS 7
Jack Studs/ eaders
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. VA\
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
An Bolts 6 ft. or less on center
�f J Ice and snow shield 24 inc om wa 1 , v
Fire separation 1, 2, 3 hour ®F tZe15 �'01
Fire wall 2, 3, 4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side %2 inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
LASueHemingway\BuiIding.Codes.Inspection.FORM STranning Firestopping Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection r es rec ed-
Queerlsbury Building&Code Enforcement Arrive: a Depart: a m
742 Bay Rd., Queensbuiy, NY 12804 Inspector's Initi s/
NAME: E IT#: l-/ ON
LOCATION: 7 SPECT 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
Foundation Dampproofing
Foundation/Waterproofing
Type of-Da Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 1 poly for wet areas under slab
dill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
Rough Grade 6 inch drop within 10 ft.
1-0:4SueHemin wa V3uildin •Codes.Ins ection.FORMS\Foundation Inspection Re ort.doc January 28,2003
Foundation Inspection Report
p p
Office No. (518)761-8256 Date Inspection reque cei
Queensbury Building&Code Enforcement Arrive: �b a y Depart: a m
742 Bay Rd., Queensbury,NY 12804 Inspector's Initial :
1
NAME: P T#: 0 3
LOCATION: � SPECT ON: < --
TYPE OF STRUCTURE: S j, VG� Q
ComVents
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.
erials for this purpose on site.
oundation/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.Inspection.FORMSToundation Inspection Report.doc January 28,2003
Richard E. Jones Associates
Architects-Environmental Planners
339 Aviation Road
Queensbury, NY 12804
Phone (518)793-1015
Fax(518)793-2223
April 15, 2003
Queensbury Building&Code Enforcement
742 Bay Road
Queensbury, NY 12804
Attn: : Mr. David Hatin
Re: Denise Buher, Permit#03-084
Inspection on 4114103
Dear David,
This letter shall serve as our approval of a"Wet Set" installation of hooked bars for the foundation
work of the above noted project.
If we can be.of further assistance, do not hesitate to call.
Sincerely,
Richard E. Jones
P:\01 -Projects\2002\0227\Owner\Lt 030415.doc
fy)
Foundation Inspection Report
Office No. (51-)761-8256 Date Inspection request received: _
Queensbury Building&Code Enforcement Arrive: am/p Depart: < , ya m
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
NAME: Z:)--Q
-,,, J) �F ). PERMIT#:
LOCATION: INSPECT ON:
TYPE OF STRUCT ,w o Q L
Comments
Y N N/A
ootings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Foundation Dampproofing r
Foundation/Waterproofing _ v
4vie-
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
Bacicfill Approval e
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Gn ade 6 inch drop within 10 ft.
L:\SueHemingway\Buiiding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
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MiTek®
MiTek Industries, Inc.
p ConsI Yudior 818 Soundside Road
Edenton, NC 27932
Re:BUHER 1 Telephone 252/482-7000
n Fax 252/482-7115
rerrv,i + o3 o
The truss drawings)referenced below have been prepared by MiTek Industries,Inc. under my direct supervision
based on the parameters provided by Bellevue Builders Supply.
Pages or sheets covered by this sealE1152997 thruE1153OO5
My license renewal date for the state of New York isiune 30,2005.
W.
�80209A
��pAOF'ESSIO���'
March 2E,2003
Miller, Scott
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability.and use of this component for any particular building is the
responsibility of the building designer,per ANSI/TPI-1995 Sec. 2.
July 9 2002 Standard Gable End Detail ST-GABLE130A
�� ® Page 1 OF 1
Typical_x4 L Brace Nailed To
2x Verticals W/10d Nails,6"o.c. Vertical Stud
0 00 Vertical Stud (4)-16d Common
Wire Nails DIAGONAL
BRACE
MiTek Industries,Inc. 1� 6d Common
SECTION B-B ��Wire Nails
DIAGONAL BRACE �� Spaced 6"o.c.
4'-0"O.C.MAX (2)-10d Common 2x6 Stud
Wire Nails into 2x6
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
Typical Horizontal Brace
Nailed To N
12 w/4 10d Common l Nails
SECTION A-A 2x4 Stud ( )
d Varies to Common Truss-
A
B B - 3x4=
Diagonal Bracing ** -L-Bracing Refer
Refer to Section A-A to Section B-B
24"Max
NOTE:
1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP
AND BOTTOM CHORDS.
2.CONNECTION BETWEEN BOTTOM CHORD OF
GABLE END TRUSS AND WALL TO BE PROVIDED
BY PROJECT ENGINEER OR ARCHITECT.
3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS
ONLY.CONSULT BLDG.ARCHITECT OR
ENGINEER FOR TEMPORY AND PERMANENT PROVIDE 2x4 BLOCKING BETWEEN THE FIRST'
BRACING OF ROOF SYSTEM. TWO TRUSSES AS NOTED. TOENAIL BLOCKING
4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH. TO TRUSSES WITH(2)-10d NAILS AT EACH END.
GRADES:1x4 SRB OR 2x4 STUD OR BETTER ATTACH DIAGONAL BRACE TO BLOCKING WITH
WITH ONE ROW OF 10d NAILS SPACED 6"O.C.
5.DIAGONAL BRACE TO BE APPROXIMATELY (5)-10d COMMON WIRE NAILS.
45 DEGREES TO ROOF DIAPHRAM AT 4'-0"O.C. Bd NAILS MINIMUM,PLYWOOD
6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD (4)
AND A 2x4 STUD AS SHOWN WITH 16d NAILS SHEATHING TO 2x4 STD SPF BLOCK
SPACED 6"O.C.HORIZONTAL BRACE TO BE LOCATED AT
THE MIDSPAN OF THE LONGEST STUD. ATTACH
TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4.
(REFER TO SECTION A-A) Roof Sheathing
7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240.
2 DIAGONAL �/
Minimum Stud Without 1x4 2x4 DIAGONAL BRACES AT 1'-3n (2) 1
Stud Size Spacing Brace L-Brace L-Brace BRACE 1/3 POINTS Max' / t (2)-10d NAILS
Species / 1
and Grade Maximum Stud Length 2x4 SPF std/Stud 12"O.C. 4-8-14 6-5-13 8-4-2 7-9-0 14-2-11
2x4 SPF Std/Stud 16"O.C. 4-3-11 5-7-6 7-7-0 7-9-0 12-11-2 /TruS S @ 24" o.c.
2x4 SPF Std/Stud 24"O.C. 3-9-3 4-7-0 6-5-13 1 7-6-6 11-3-10
Diagonal braces over 6'-3"require a 2x4 T-Brace attached to 2"x6 DIAGONAL BRACE SPACED 48"O.C.
one edge. Diagonal braces over 12'-6"require 2x4 I-braces Diag. Brace ATTACHED TO VERTICAL WITH(4)-16d
attached to both edges. Fasten T and I braces to narrow edge at 1/3 pointZ COMMON WIRE NAILS AND ATTACHED
of web With 10d common wire nails 81n o.c.,With 3in minimum TO BLOCKING WITH(5)-10d COMMONS.
end distance. Brace must cover 90%of diagonal length. if needed
MAXIMUM WIND SPEED=130 MPH End wail HORIZONTAL BRACE
MAX MEAN ROOF HEIGHT=30 FEET
CATEGORY II BUILDING (SEE SECTION A-A)
EXPOSURE B or C
ASCE 7-98 SEE INDIVIDUAL MITEK ENGINEERING
DURATION OF LOAD INCREASE:1.60 DRAWINGS FOR DESIGN CRITERIA
A Warning-Verify design paramntom and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE
Design valid for use only with Mrrak connectors.This design is based only upon parameters shown,and Is for an Individual building component to ra be �
Installed and loaded vertically.Applicability of design pammenle and proper incorporation of component is responsibility of building designer-not truss
designer.Bracing shown Is for lateral support of individual web members only:Additional temporary bracing to Insure stability during construction is the
responsibility of the enactor.Additional permanent bracing of the overa8 structure is the responsibility of the building designer.For general guidance
regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,OSB-89 Bracing Specification,and HIB-91 •J
Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofdo Drive,Madison,WI 53719
NOV 13, 2001 WEB BRACING RECOMMENDATIONS ST-WEBBRACE
RgMitek Industries, Inc.
MAXIMUM WEB FORCE(lbs.)
X-BRACE 24"O.C. 48"O.C. 72"O.C.
BAY SIZE BRACING MATERIAL TYPE BRACING MATERIAL TYPE BRACING MATERIAL TYPE
A B C D A B C D C D
10' 36H0 • 4600 460D • 6900 • 1344 4600 r 4600 • 6900 r 4034
-0" 6382
12'-0" 3154 • 3942 r 3942 • 5914 r 1344 3942 r 3942 • 5914 r 3942 r 5914
14'-0" 2760 3450 3450 5175 1344 3450 3450 5175 3450 • 5175
16'-7 2453 • 3066 • 3066 4600 • 1344 3066 • 3066 • 4600 • 3066 • 4600
18'-0" 2208 • 2760 r 2760 • 4140 • 1344 2750 • 2760 • 4140 • 2760 • 4140
20'-0'. 2007 2509 2509 • 3763 1344 2509 • 2509 3763 2509 3763 r
* -CONTROLLED BY CONNECTION
GENERAL NOTES
TYPE BRACING MATERIALS 1.X-BRACING IS REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE
ROOF ANDIOR CEILING DIAPHRAGM.THE DIAPHRAGM IS TO BE DESIGNED BY A QUALIFIED
PROFESSIONAL.
1 X 4 IND.45 SYP 2.THESE CALCULATIONS BASED ON LATERAL BRACE CARRYING 2%OF THE WEB FORCE
A -OR_ 3. X-BRACING MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER.AS THE LATERAL BRACE
MATERUU-AND SHALL BE INSTALLED IN SUCH A MANNER THAT IT INTERSECTS WEB MEMBERS
1 X 4#2 SRB(DF,HF,SPF) AT APPROX.45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE
TRUSS WITH 2-16d COMMON WIRE NAILS.(3-16d NAILS FOR 2X6 MATERIAL)
4. CONNECT LATERAL BRACE TO EACH TRUSS WITH TWO 16d COMMON WIRE NAILS.(THREE 16d
NAILS FOR 2X6 LATERAL BRACES)
B 2 X 3#3,STD,CONST(SPF,DF,HF,OR SYP) 5. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE
FOR CONTINUITY.
6. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING,CONSULT
C 2 X 4173,STD,CONST SPF,DF,HF,OR SYP) OS94r9 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND HIB-81
( HANDLING INSTALLING AND BRACING FOR RECOMMENDATIONS FROM TRUSS PLATE INSTITUTE,
50 D'ONOFRIO DRIVE.MADISON,WI.53719.
7. SEE SEPERATE TRUSS ENGINEERING FOR DESIGN OF WEB MEMBER.
D 2 X 6#3 OR BETTER(SPF,DF,HF,OR SYP) 8, THE 16d NAILS SPECIFIED SHOULD BE 3.5'LONG AND 0.162*IN DIAMETER IN ACCORDANCE
WITH NOS 1991.
NOTE:FOR A SPACING OF 24-O.C.ONLY,is EK STABILIZER TRUSS BRACING SYSTEMS CAN BE
SUBSTITUTED FOR TYPE A.B,C AND D BRACING MATERIA..CROSS BRACING FOR STABILIZERS
ARE TO BE PROVIDED AT RAY SIZE INDICATED ABOVE WHERE DIAPHRAGM BRACING IS REQUIRED
AT PITCH BREAKS,STABILIZERS MAY BE REPLACED WITH WOOD BLOCKING.SEE STABILIZER
TRUSS BRACING INSTALLATION GUIDE AND PRODUCT SPECIFICATION.
r
LATERAL
BRACING
MATERIAL
16d NAILS
(SEE NOTES 4&8)
;y
Horizontal Blocking
X-BRACING /
MATERIAL
(One leg of X-bracing shown dashed for drawing clarity.
This leg will require horizontal blocking
nerd to the lop and bottom chord so it attaches to the brace plane.) TRUSS WEB
MEMBERS
Q 11111smt.9.Vanity daslan parareatera and MUD NOTES ON THIS AND INCLUDED MITEK REFEREPICE PAGE M11.7473 BEFORE USE 0
Daagn vaYd for uae only with MRek Connectors.This design is based only upon�paramet rs shown,and Is for an Individual building component to be
YlataBsd and loaded wrticelly.AppBmbli ty of design paramenWa and proper Ideorporation of component Is responsibility of building designer-not truss
doslgnar.Bracing stoem Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability duringtonstructlon Is the
respor sU ft of the oradur.Additional permanent bracing of the overall structure Is the responsibility at the building designer.For general guidance.
N.regarding faWlenSon,quality Control,storage,daihrery,arecdon and bracing,consult OST-88 QueOty Standard,DSB-89 Bracing Specification,and HIB-91 M'Te��
HNXMV I staYhg and BmrJng Recommendation avaYTrussble from Ts Plate Inatleu a,583 D'Onof io Drive,Madison,WI 53719
0
24.0-0 34-0-0
T4GE-
9.
L
9
, � I
,
0 I
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,
,
t ,
,
'E _12-8-4 3'E 34_7_8 3I 12_8-4 _I .
Job Truss Truss I ype Oty Ply 8
E1152997
BUFFER T1 SCISSORS 5 1
(optional)
Bellevue Builders Supply,Schenectady,NY 12306 4.201 SR1 s Oct 17 2002 MiTek Industries, Inc. Fri Mar 28 12:22:52 2003 Page 1
�1-0$ 9-1-4 17-3-12 2"4 i 34-7-8 35-8-0
1-0 8 9-1-4 8.2-8 8-2-8 9-1-4 1-0-8
5x6 11 Scale=1:74.4
8.00 F12 5
40
4x6
3x5 i 4 8
3x5 Q
3 7
12
8x8Ir
=
r
13 11 ur
14 5x6% 4.00 12 5x6 10
Q 1 2 2X4 11 2x4 11 8 9 0
rtdl Ir;
0
4x10:�:: 400
r 9-1-1 17-3-12 i 25-6-4 34-7-8
9-1-4 8-2.8 B-2-8 9-1-4
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 50.0 Plates Increase 1.15 TC - 0.96 Vert(LL) -0.47 12 >879 M1120 1971144
TCDL 10.0 Lumber Increase 1.15 BC 0.66 Vert(TL) -0.66 12 >625
BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.62 8 n/a
BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/defl = 360 Weight: 181 lb
LUMBER BRACING
TOP CHORD 2 X 6 SPF-S 165OF 1.5E TOP CHORD Sheathed or 2-5-1 oc purlins.
BOT CHORD 2 X 6 SPF-S 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 9-4-6 oc bracing.
WEBS 2 X 4 SPF Stud.'Except• WEBS 1 Row at midpt 3-12,7-12
5-12 2 X 4 SPF-S 165OF 1.5E,3-12 2 X 4 SYP No.3
7-12 2 X 4 SYP No.3
REACTIONS (lb/size) 2=2544/0-5-8,8=2544/0-5-8
Max Horz 2=-383(load case 2)
Max Uplift2=-468(load case 4),8=-468(load case 5)
FORCES (Ib)-First Load Case Only
TOP CHORD 1-2=30,2-3=-5895,3-4=-4099,4-5=-4099,5-6=-4099,6-7=-4099,7-8=-5895,8-9=30
BOT CHORD 2-14=5090, 13-14=5090, 12-13=5090, 11-12=5090, 10-11=5090,8-10=5090
WEBS 5-12=3562,3-14=171,7-10=171,3-12=-1421,7-12=-1421
NOTES
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I
enclosed building,with exposure C ASCE 7-95 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to
wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33
3) •This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0
between the bottom chord and any other members.
4) Bearing at joint(s)2,8 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer
should verify capacity of bearing surface.
5) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 468 lb uplift at joint 2 and 468 lb
uplift at joint S.
6)This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
OF NEW Y
��Q.Go�� W. A�jO,Q
6 If r
tt id.f
08020
ROPE'S S 1 o
March 28
&WARMNG-Verify design parameters and READ NOTES oN TH7S AND RE VERSE SIDE BkFORE USE.
Design valid for use only with Meek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be �
Installed and toddled vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss
designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the
iesponslbllity of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance
regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Cualfly Standard,DSB-89 Bracing Specification,and HID-91 MiTek®
Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofilo Drive,Madison,WI53719.-
Job russ Truss ype ty IPly _
(optional) El152998
BUHER T2 ROOF TRUSS 15 1
Bellevue Builders Supply, Schenectady, NY 123 6 4.201 SR1 s Oct 17 2002 MiTek Industries, Inc. Fri Mar 28 12:22:53 2003 Page 1
1-08 8-3-13 16-0-0 23-0-0 30-0-0 37-0-0 44-M 51-8-3 60-0-0 6f-0r8
1-M 8-3-13 748-3 7-0-0 7-" 7-0-0 7-04) 7-8-3 8-3-13 1-0-8
Scale=1:108.5
8x8=
8x8=
a.00 Fi2 4x4= 8x8= 4x4=
5 6 7 8 9
4x6 i
4x6 1
2x4\\ 2x4
4 10
3 11 0
17 `)
8x8= 0
18 16 m
19 4x6 i 5.38 12 4x6 4x4 ri
012 4x4 i
1 4
1"r
6
46 i 21 22 20 14 23 24 46\�
8x10 M1120H=
8x10 MII20H=.
13-1-12 23-0-0 30-0-0 37-0-0 46-10-4 60-0-0
13-1-12 9-104 7-0-0 7-0-0 9-104 13-1-12
Plate Offsets(X,Y): [2:0-2-6,0-2-0], [5:0-5-8,0-3-121, 7:0-4-0,0-4-81, [9:0- -8,0-3-12], L12:0-2-6,0-2-01, 114:0-7-4,0-4-41, [20:0-7-4,0-4-4]
LOADING (psf) SPACING 2-0-0. CSI' DEFL in (loc) I/defl PLATES GRIP
TCLL 50.0 Plates Increase 1.15 TC 0.70 Vert(LL) -0.20 12-14 >760 M1120 197/144
TCDL 10.0 Lumber Increase 1.15 BC 0.40 Vert(TL) -0.34 12-14 >451 M1120H 148/108
BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(TL) 0.19 14 n/a
BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 362 lb
LUMBER BRACING
TOP CHORD 2 X 6 SPF-S 165OF 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 6 SPF-S 165OF 1.5E `Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
2-20 2 X 6 SYP SS, 12-14 2 X 6 SYP SS WEBS 1 Row at midpt 6719,8-15
WEBS 2 X 4 SYP No.3 `Except' 2 Rows at 1/3 pts 5-20, 9-14
5-20 2 X 4 SPF-S 165OF 1.5E, 6-19 2 X 4 SPF Stud
7-17 2 X 4 SPF Stud,8-15 2 X 4 SPF Stud
9-14 2 X 4 SPF-S 1650F 1.5E
REACTIONS (lb/size) 2=-117/0-5-8, 20=4587/0-5-8,'14=4587/0-5-8, 12=-117/0-5-8
Max Harz 2=354(load case 3)
Max Uplift2=-834(load case 7), 20=-999(load case 4), 14=-728(load case 4), 12=-834(load case 6)
Max Grav 2=312(load case 3),20=4601(load case 6), 14=4601(load case 7), 12=401(load case 3)
FORCES (lb)-First Load Case Only
TOP CHORD 1-2=66,2-3=1731,3-4=1912,4-5=2382,5-6=-141,6-7=-1332,7-8=-1332, 8-9=-141, 9-10=2382,
10-11-=1912, 11-12=1731, 12-13=66
BOT CHORD 2-21=-1152,21-22=-1152,20-22=-1152, 19-20=-1128, 18-19=147, 17-18=183, 16-17=183,
15-16=147, 14-15=-1128, 14-23=-1152,23-24=-1152, 12-24=-1152
WEBS 3-20=-937,5-20=-3156, 5-19=1499, 6-19=-1394,6-17=1312,7-17=-823, B-17=1312, 8-15=-1394,
9-15=1499, 9-14=-3156, 11-14=-937
NOTES
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been desioned for the wind loads nenerated by 90 mph winds at 30 ft above nround level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11,condition I
enclosed building,with exposure C ASCE 7-95 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to
wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33
3)WARNING: The unusually long span and/or configuration of this truss requires that extreme care be used in its application.
Use proper transportation,unloading and erection methods. Assure that all required web lateral bracing is communicated to
the building contractor. Ensure that over-all building bracing is designed by a qualified engineer,architect,or building
designer. OF NEW
4) Provide adequate drainage to prevent water ponding. �i Y
5) All plates are M1120 plates unless otherwise indicated. �P� �I W. A414 0
6) •This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 GO
between the bottom chord and any other members.
7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 834 lb uplift at joint 2, 999 lb k �4
uplift at joint 20, 728 lb uplift at joint 14 and 834 Ib uplift at joint 12. r
8)This truss has been designed with ANSI/TPI 1-1995 criteria.
ilJ
LOAD CASE(S) Standard
ti0.080209 Fib
AgOPESS10, P�
March 28,2003
®WARMNO-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE.
Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and Is for an Individual buliding component to be
�
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is iesponslbllily of building designer-not buss
designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the
responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance
regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-aa Quality Standard,DSB.89 Bracing SpecMcatlon,and.HIS-91 MiTek®
Handling Installing and Bracing Rocommondatlon avaliable from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI53719.
Job russ Truss ype Qty I Ply
E1152999
BUWER T23P6 PIGGYBACK 27 1
(optional)
Bellevue uilders Supply, Schenectady,NY 12306 4.201 SR1 s Oct 17 2002 MiTek Industries, Inc. Fri Mar 28 12:22:54 2003 Page 1
7-7-0 14-0-0 20-M 28-0-0 i
7-7-0 6-5-0 6-5-0 7-7-0
5x6= Scale=1:64.8
8.00 12 5 SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION
DETAIL FOR CONNECTION TO BASE TRUSS
44 i
2x4
4x4
2x4\\
4 6
3 7
o 12 o 0
0 5x6= 13 14, 12 15 1611 10 17 18 5x6= o 0
3x5= 3x5=3x5=
9-94 9-8-11 18-3-5 i 27-2-13 28-0-p
0-9-1 B-11-9 8-6-11 a-11-a 0-9.3
Plate Offsets (X,Y): 2:0-0-13,Edge], [8:0-0-13,Edge]
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP
TCLL 50.0 Plates Increase 1.15 TC 0.88 Vert(LL) -0.27 10-12 >999 M1120 1971144
TCDL 10.0 Lumber Increase 1.15 BC 0.91 Vert(TL) -0.36 2-12 >869
BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.08 8 n/a
BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 108 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF-S 165OF 1.5E TOP CHORD Sheathed or 3-0-3 oc purlins.
BOT CHORD 2 X 4 SPF-S 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing:
WEBS 2 X 4 SPF Stud `Except'
5-12 2 X 4 SYP No.3,5-10 2 X 4 SYP No.3
REACTIONS (lb/size) 2=2059/0-5-8,8=205 910-5-8
Max Horz 2=-291(load case 2)
Max Uplift2=-343(load case 4),8=-343(load case 5)
FORCES(lb)-First Load Case Only
TOP CHORD 1-2=31,2-3=-2947,3-4=-2595,4-5=-2545,5-6=-2545, 6-7=-2595,7-8=-2947,8-9=31
BOT CHORD 2-13=2256, 13-14=2256, 12-14=2256, 12-15=1521, 15-16=1521, 11-16=1521, 10-11=1521,
10-17=2256, 17-18=2256, 8-18=2256
WEBS 3-12=-648,5-12=1042, 5-10=1042, 7-10=-648
NOTES
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I
enclosed building,with exposure C ASCE 7-95 per BOCA/ANSI95 If end verticals or cantilevers exist, they are exposed to
wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0
between the bottom chord and any other members.
4) Provide mechanic3l connection (by others) of truss to bearing plate capab!e cf%vith-tanding 3,13!b uplift--t joint 3 and 2.13 Ib
uplift at joint 8.
5)This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
pF NE►.y Y
W. Mi�
�
r n II
r �
0.0802�9
v
Ropess]or'P
March 28 2003
®WARNING-Veft deaign parameters and READ NarES ON THIS AND REVERSE SIDE BEFORE USE.
Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be
�
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss
designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the
responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance
regarding fabrloatlon,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSO-89 Bracing Specification,and HIB-91 MiTek®
Handling Installing and Bracing Rocommendatlon available from Truss Plate institute,583 D'Onofrlo Drive,Madison,WI53719.
Vjt� I STANDARD PIGGYBACK
`tea j TRUSS CONNECTION DETAIL I ST-PIGGY
MITek Industries,Inc.i
DECEMBER 2,2002 1
2 x x 6'-0"SIZE TO MATCH
j Page 1'of 1
TOP CHORD OF PIGGYBACK. i
ATTACHED TO ONE FACE OF TOP
CHORD WITH 2 ROWS OF 10d NAILS
SPACED 6"O.C.AND STAGGERED // !
�\ PIGGYBACK TRUSS
ATTACH PIGGYBACK TRUSS
TO EACH PURLIN WITH
2-16d NAILS TOENAILED.
ATTACH EACH PURLIN TO TOP
CHORD OF BASE TRUSS WITH
2-16d NAILS. I
I
i I 4 r I BASE TRUSS
`\ 1 /
SPACE PURLINS ACCORDING TO THE MAXIMUM
SPACING ON THE TOP CHORD OF THE BASE
TRUSS(SPACING NOT TO EXCEED 24"O.C.). I
ATTACH EACH PURLIN TO TOP CHORD OF i
BASE TRUSS WITH 2-16d NAILS. j
NOTE:
FOR PIGGY BACK TRUSSES WITH SPANS<12' A PURLIN TO BE LOCATED
SCAB MAY BE OMMITED PROVIDED THAT: AT EACH BASE TRUSS JOINT.
ROOF SHEATHING TO BE CONTINUOUS OVER JOINT
(SHEATHING TO OVERLAP MINIMUM 12"OVER JOINT) I
(
I
IF NO GAP EXISTS BETWEEN CAP TRUSS AND BASE TRUSS:
REPLACE TOE NAILING OF CAP TRUSS TO PURLINS WITH GUSSETS I
AS SHOWN,AND APPLY PURLINS TO LOWER EDGE OF BASE
` TRUSS TOP CHORD AT RECOMENDED SPACING SHOWN ABOVE. j
I f
6"x 6"x 1/2"PLYWOOD(or 7/16"OSB)
GUSSET EACH SIDE AT I
/ ( EACH BASE TRUSS JOINT.
ATTACH WITH 3-6d NAILS ,
INTO EACH CHORD FROM
EACH SIDE(TOTAL-12 NAILS)
I �
FOR LARGE CONCENTRATED LOADS APPLIED
1 ! TO CAP TRUSS REQUIRING A VERTICAL WEB: E
I--il
I
VERTICAL WEB TOV 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS
EXTEND THROUGH MUST MATCH IN SIZE,GRADE,AND MUST LINE UP
BOTTOM CHORD %/ AS SHOWN IN DETAIL.
OF PIGGYBACK >+ 2) VERTICAL WEBS OF PIGGYBACK MUST RUN THROUGH
BOTTOM CHORD SO THAT THERE IS FULL WOOD
f ? TO WOOD CONTACT BETWEEN WEB OF PIGGYBACK
AND THE TOP CHORD OF THE BASE TRUSS. i
I 3) CONCENTRATED LOAD MUST BE APPLIED
TO BOTH THE PIGGYBACK AND THE-BASE TRUSS.
4) ATTACH 2 x_x 6'-O"SCAB TO EACH FACE OF
TRUSS ASSEMBLY WITH 2 ROWS OF 10d NAILS AT
!j 3"O.C.STAGGERED. (SIZE AND GRADE TO MATCH I
VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.)
5) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM I
CONCENTRATED LOAD OF 3700 LBS(@1.15). REVIEW
l BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS I
GREATER THAN 3700 LBS. I
®WARNING-Verify design parameters and READ NOTES ON TAUS AND REVERSE SIDE BEFORE USE.
Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be
�
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss
designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stabllldy during construction Is the
responsiblllty of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erectlon and bracing,consult CST-88 Quality Standard,DSB-89 Bracing Specification,and HIS-91 M IT�,\4
�
Handling Installing and Bracing Rocommendalion avallable from Truss Plate Institute,583 D'Onotrlo Drive,Madison,WI53719.
Job Truss truss lype Oty PIY
E1153000
BUHER ' T23PBGE PIGGYBACK 2 1
(optional)
Be levue Builders Supply, Schenectady, NY 12306 4.201 SR1 s Oct 17 2002 MiTek Industries, Inc. Fri Mar 28 12:22:56 2003 Page 1
14-0-0 28-0-0
14-0-0 14-0-0
4x4= Scale=1:60.1
SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION
8.00 12 9 DETAIL FOR CONNECTION TO BASE TRUSS
8 to
3x5 7 11 3x5
56 133
4 14
3 1s
o Y 1171 o 0
o Q o
3x5= 29 2830 27 26 3125 24 223222 21 20 3319 18 3x5=
3x5=
28-0-0
28-0-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP
TCLL 50.0 Plates Increase 1.15 TC 0.20 Vert(LL) n/a n/a M1120 197/144
TCDL 10.0 Lumber Increase 1.15 BC 0.06 Vert(TL) n/a n/a
BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.01 16 n/a
BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1 st LC LL Min I/deft = 360 Weight: 139 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF-S 165OF 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SPF-S 1650F.1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2 X 4 SPF Stud "Except' WEBS 1 Row at midpt 9-24
9-24 2 X 4 SYP No.3,8-25 2 X 4 SYP No.3
10-23 2 X 4 SYP No.3
REACTIONS (lb/size) 2=490/28-0-0,22=10/28-0-0, 1=-171/28-0-0, 17=-171/28-0-0, 16=490/28-0-0,24=23 8128-0-0,25=280/2870-0,2 6=277128-0-0,
27=290/28-0-0, 28=238/28-0-0, 29=400/28-0-0,23=273/28-0-0,21=273/28-0-0, 20=291/28-0-0, 1 9=238128-0-0, 1 8=400128-0-0
Max Harz 1=-298(load case 2)
Max Uplift2=-105(load case 4), 1=-197(load case 2), 17=-171(load case 7), 16=-35(load case 5),25=-96(load case 4),26=-111(load case 4),
27=-110(load case 4), 28=-91(load case 4), 29=-157(load case 4), 23=-94(load case 5),21=-115(load case 5), 20=-109(load case 5),
19=-92(load case 5), 18=-156(load case 5)
Max Grav 2=490(load case 1),22=10(load case 7), 1=195(load case 3), 17=70(load case 5), 16=490(load case 1), 24=238(load case 1),
25=291(load case 6),26=277(load case 1.),27=290(load case 6), 28=238(load case 1),29=400(load case 6),23=283(load case 7),
21=273(load case 1),20=291(load case 7), 19=238(load case 1), 18=400(load case 7)
FORCES (Ib)-First Load Case Only
TOP CHORD 1-2=118, 2-3=65,3-4=-121,4-5=-103, 5-6=-107, 6-7=-40,7-8=-106,8-9=-106, 9-10=-106,
10-11=-106, 11-12=-40, 12-13=-107, 13-14=-103, 14-15=-121, 15-16=-154, 16-17=118
BOT CHORD 2-29=33, 28-29=33,28-30=33,27-30=33,26-27=33,26-31=33, 25-31=33, 24-25=33, 23-24=33,
23-32=33,22-32=33, 21-22=33,20-21=33,20-33=33, 19-33=33, 18-19=33, 16-18=33
WEBS 9-24=-197,8-25=-240, 7-26=-238,5-27=-247,4-28=-209, 3-29=-333, 10-23=-240, 11-21=-238,
13-20=-247, 14-19=-209, 15-18=-333
NOTES
1) This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top
chord dead load.and 5.0 psf bottom chord dead load,in the.gable end roof zone on an occupancy category 11,condition I
enclosed building,with exposure C ASCE 7-95 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to
wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek
"Standard Gable End Detail" �! of NEW
41 All plates are 2x4 MII20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing. Q O�� W
6) Gable studs spaced at 2-0-0 oc. �t
7) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 *Gj �G
between the bottom chord and any other members.
8) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 105 Ip uplift at joint 2, 197 lb
uplift at joint 1, 171 lb uplift at joint 17,35 lb uplift at joint 16,96 lb uplift at joint 25, 111 lb uplift at joint 26, 110 lb uplift at joint 27,91 lb uplift at joint 28, 157 lb uplift at joint 29,94 lb uplift at joint 23, 115 lb uplift at joint 21, 109 lb uplift at
joint 20, 92 lb uplift at joint 19 and 156 lb uplift at joint 18. ddd
9)This truss has been designed with ANSI/TPI 1-1995 criteria.
10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. tP
LOAD CASE(S) Standard AR
ODES S1 O�
March 28 2003
AWARNINO-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE.
Design valid for use only with MITek connectors.This design is based only upon parameters shown,and Is for an Individual building component to be
�
Installed and lodded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss
designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the
responsibility of the erector.Addtional permanent bracing of the overall structure is the responsibility of the building designer.For.general guidance
regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,OSR-89 Bracing Specification,and HIB-91 MiTek
Handling Installing and gracing Rr commandatlon available from Truss Plate Institute,5a3 D'Onofrb Drive,Madison,WI 53719.
Job russTruss ype Oty Ply
El153001
BUHER T2GE ROOF TRUSS 1 1
(optional)
Bellevue Builders Supply, Schenectady,NY 12306 4.201 SR1 s Oct 17 2002 MiTek Industries, Inc. Fri Mar 28 12.23 0 20 2003 Page 1
top B-3-13 16.0-0 23-0-0 30-M 37-M 44-0-0 51-8-3 60-0-0 6d-0,8
1-0-8 8-3-13 7-8.3 7-0-0 7-M 7-0-0 7-0-0 7-8-3 8-3-13 1-0-8
Scale=1:106.6
6x6=
8.00 12
8x8= 6x6=
11 12 13 14 15 16 17 18 19 20 21 22 23 24 25
4x6 i 10 26 4x6
9 27
78 2�9
6 ]!k32
0
r�
5 53 52 51
4
5 5x8 II 5Q9 56 463 57
4x6 i 5.38 12 4x6 4 47
58 46 o
dR 59 45 to
68 67 66 65 694 63 62 fit 43 42 41 4D0 39 38 37 36 4x5=
45= 46= - 4x6=
i 13-1-12 23-0-0 30-M i 37-0-0 46-10-4 i 60-0-0
13-1-12 9-10-4 7-M 7-0-0 9-10-4 13-1-12
Plate Offsets MY): [11:0- -0,0-2-01,118:0.4-0,0-4-81, [25:0-3-0,0-3-81,[42:0-3-0,0-1-61, [62:0-3-0,0-0-2]
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP
TCLL 50.0 Plates Increase 1.15 TC 0.06 Vert(LL) n/a - n/a M1120 197/144
TCDL 10.0 Lumber Increase 1.15 BC 0.03 Vert(TL) -0.01 34-35 >999
BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.02 34 n/a
BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight:464lb
LUMBER BRACING
TOP CHORD 2 X 6 SPF-S 165OF 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 6 SPF-S 165OF 1.5E *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing:
2-62 2 X 6 SYP SS,34-42 2 X 6 SYP SS WEBS 1 Row at midpt 12-59, 11-60, 10-61, 24-45, 25-44,
OTHERS 2 X 4 SPF Stud 'Except' 26-43
13-58 2 X 4 SYP No.3, 12-59 2 X 4 SYP No.3
11-60 2 X 4 SYP No.3, 10-61 2 X 4 SYP No.3
9-63 2 X 4 SYP No.3,23-46 2 X 4 SYP No.3
24-45 2 X 4 SYP No.3, 25-44 2 X 4 SYP No.3
26-43 2 X 4 SYP No.3, 27-41 2 X 4 SYP No.3
REACTIONS (lb/size) 2=299/60-0-0, 62=-3/60-0-0, 55=10/60-0-0,52=313/60-0-0,49=10/60-0-0,42=-3/60-0-0,
34=299/60-0-0, 53=278160-0-0, 54=271/60-0-0, 56=279/60-0-0,57=276/60-0-0,
58=285/60-0-0, 59=276160-0-0,60=263/60-0-0, 61=269/60-0-0,63=278/60-0-0,
64=278/60-0-0, 65=281160-0-0, 66=279/60-0-0, 67=283/60-0-0, 68=264/60-0-0,
51=278/60-0-0, 50=271/60-0-0,48=279/60-0-0,47=276/60-0-0,46=285160-0-0,
45=276/60-0-0,44=263/60-0-0,43=269/60-0-0,41=278/60-0-0,40=278/60-0-0,
39=281160-0-0, 38=279/60-0-0,37=283/60-0-0, 36=264/60-0-0
Max Horz 2=354(load case 3)
Max Uplift2=-1 34(load case 2), 62=-100(load case 5),52=-106(load case 3),42=-100(load case 5),
34=-32(load case 3), 53=-61(load case 3),54=-68(load case 2),56=-63(load case 3), 57=-61(load
case 4), 58=-70(load case 2), 59=-60(load case 3), 60=-43(load case 3), 61=-91(load case 4),
63=-121(load case 4), 64=-105(load case 4), 65=-108(load case 4), 66=-106(load case 4),
67=-112(load case 4), 68=-97(load case 4), 51=-61(load case 3),50=-68(load case 2),48=-63(load
case 3), 47=-51(load case 4), 46=-69(Icad case 4), 45=-6 1(load case 3), 43=-34(load,;ase C),
41=-131(load case 5),40=-104(load case 5), 39=-108(load case 5),38=-1 06(1oad case 5),
37=-112(load case 5),36=-93(load case 5)
Max G�av 2=299(load case 1), 62=23(load case 3),55=10(load case 1),52=313(load case 11,49=10(load
case 1),42=23(load case 3),34=299(load case 1),53=278(load case 1), 54=271(load case 7),
56=279(lead case 6), 57=276(load case 1),58=289(load case 7), 59=278(load case 7),
60=266(load case 6), 61=270(load case 6),63=278(load case 6),64=278(load case 1),
65=281(load case 6). 66=279(load case 1),67=283(load case 6), 68=265(load case 6),
51=278(load case 1), 50=271(load case 6),48=279(load case 7),47=276(load case 1), .`` NE Y
46=289(load case 6),45=278(load case 6),44=266(load case 7),43=270(load case 7), W. iLJ/ O
41=278(load case 7),40=278(load case 1),39=281(load case 7),38=279(load case 1), C9
37=283(load case 7),36=265(load case 7)
r h �
I
S� t1J
0.
FQ �0.08caco
v
ROFESS104
Continued on page 2 March 28,2003
®WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE.
Design valid for use only with MITek connectors.This design is based only upon parameters shown,and is for an Individual building component to be �
Installed and loaded vertically. Appllcablilly of design parameters and proper Incorporation of component Is responsibility of building designer-not truss
designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the
responsibility of the erector.Additional permanent bracing of the overall structure is the tesponslblllty of the building designer.For general guidance
regarding fabrication,quality control.storage,delivery,erection and bracing,consult GST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek®
Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onafrb Drive,Madison,W153719.
Job Truss Truss Type aty Ply
E1153001
BUHER T2GE ROOF TRUSS 1 1
(optional)
Bel evue Builders Supply,Schenectady, NY 12306 4.201 SR1 s Oct 17 2002 MiTek Industries, Inc. Fri Mar 28 12:23:01 2003 Page 2
FORCES(Ib)-First Load Case Only
TOP CHORD 1-2=64, 2-3=-112, 3-4=-104,4-5=-105,5-6=-104, 6-7=-105,7-8=-103, 8-9=-38, 9-10=-106, 10-11=-105, 11-12=-33, 12-13=-32,
13-14=-32, 14-15=-32, 15-16=-32, 16-17=-32, 17-18=-32, 18-19=-32, 19-20=-32, 20-21=-32, 21-22=-32, 22-23=-32,23-24=-32,
24-25=-33, 25-26=-105, 26-27=-106, 27-28=-38,28-29=-103,29-30=-105,30-31=-104,31-32=-105, 32-33=-104, 33-34=-112,
34-3 5=64
BOT CHORD 2-68=32, 67-68=32,66-67=32, 65-66=32, 65-69=32, 64-69=32, 63-64=32, 62-63=32,61-62=40, 60-61=43,59-60=43, 58-59=43,
57-58=43, 56-57=43, 55-56=40, 54-55=39, 53-54=43,52-53=42, 51-52=42, 50-51=43,49-50=39,48-49=40,47-48=43,46-47=43,
45-46=43,44-45=43, 43-44=43, 42-43=40,41-42=32,40-41=32,40-70=32, 39-70=32, 38-39=32,37-38=32,36-37=32,34-36=32
WEBS 18-52=-246, 17-53=-237, 16-54=-240, 15-56=.242, 14-57=-236, 13-58=-245, 12-59=-236, 11-60=-222, 10-61=-237,9-63=-244,
7-64=-237, 6-65=-241,5-66=-240,4-67=-242, 3-68=-230, 19-51=-237, 20-50=-240, 21-48=-242, 22-47=-236, 23-46=-245,24-45=-236
25-44=-222, 26-43=-237, 27-41"=-244, 29-40=-237, 30-39=-241,31-38=-240, 32-37=-242, 33-36=-230
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom
chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure C ASCE 7-95 per BOCA/ANSI95 If end
verticals or cantilevers exist,they are exposed to wind. 'If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip
increase is 1.33 1
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail"
4) WARNING: The unusually long span and/or configuration of this truss requires that extreme care be used in its application. Use proper transportation,unloading
and erection methods. Assure that all required web lateral bracing is communicated to the building contractor. Ensure that over-all building bracing is designed by
a qualified engineer, architect,or building designer.
5) Provide adequate drainage to prevent water ponding.
6) All plates are 2x4 M1120 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 2-0-0 oc.
9) •This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and any
other members.
10) Bearing at joint(s) 52, 53, 54, 51, 50 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of
bearing surface.
11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 134 Ib uplift at joint 2, 100 Ib uplift at joint 62, 106 Ib uplift at joint
52, 100 Ib uplift at joint 42,32 Ib uplift at joint 34,61 Ib uplift at joint 53, 68 Ib uplift at joint 54, 63 Ib uplift at joint 56, 61 Ib uplift at joint 57,70 Ib uplift at
joint 58, 60 Ib uplift at joint 59,43 Ib uplift at joint 60,91 Ib uplift at joint 61; 121 Ib uplift at joint 63, 105 Ib uplift at joint 64, 108 Ib uplift at joint 66, 106 Ib
uplift at joint 66, 112 Ib uplift at joint 67,97 Ib uplift at joint 68, 61 Ib uplift at joint 51,68 Ib uplift at joint 50, 63 Ib uplift at joint 48, 61 Ib uplift at joint 47,69
Ib uplift at joint 46,61 Ib uplift at joint 45,84 Ib uplift at joint 43, 131 Ib uplift at joint 41, 104 Ib uplift at joint 40, 108 Ib uplift at joint 39, 106 Ib uplift at joint
38, 112 Ib uplift at joint 37 and 93 Ib uplift at joint 36.
12)This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
,&WARMNO-Ver{fy dea{gn paranwteri and READ NOTES ON Tf77S AND REVERSE SIDE BEFORE USE.
Design valid for use only with Mlfek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be
�
Installed and loaded verbally. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss
designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the
responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance
regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIS-91 M iTekO
Handling Installing and Bracing Rocommendatlon avallable from Truss Plate Institute,583 D'Onofrlo Drive,Madison,W153719.
Job russ Truss Type Qty Ply
E1153002
BUHER T3 HIP 12 1
(optional)
Bellevue Rullders.Supply,Schenectady, NY 12306 4.201 SPIT s Oct 17 2002 MiTek Industries, Inc. Fri Mar 28 12:23:03 2003 Page 1
-1-0$ 8 3 13 16-M 25.4-0 34-8-0 i 44-0-0 51-8-3 60-0-0 61-018
1-" 83-13 7-8.3 9.4-0 9-0-0 94-0 7-8-3 8-3-13 1-0-8
Scale=1:104.9
Bx8= 8x8=
8.00 F12 4x4= 5x6= 4x4=
5 6 7 8 9
4x6
4x6
2x4 \\ 2x4
4 10
3 11 R
w
�J 12 1?3 0
In
o �
8x10= 21 22 20 23 19 24 18 25 26 17 27 28 16 29 15 30 14 31 32 Bx10=
4x4= 6x6= 5x6= 8x10 M1120H= 5x6= 6x6= 4x4=
r 10-5-2 20-2-9 30-M i 39-9.7_- —r 49-6-14 _ 60-M
10-5-2 9-9-7 9-9-7 9-9-7 9-9-7 10-5-2
Plate Offsets(X Y): [2:0-1-8,Edgel, [5:0-5-12,0-4-0], [9:0-5-12,0-4-0], [12:0-1-8,Edgel, [17:0- -0,0-4-81, [19:0-3-0, ge]
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 50.0 Plates Increase 1.15 TC 0.72 Vert(LL) -0.62 16-17 >999 M1120 197/144
TCDL 10.0 Lumber Increase 1.15 BC 0.94 Vert(TL) -0.84 16-17 >853 M1120H 148/108
BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.34 12 n/a
BCDL 10.0 Code BOCA/ANS195 (Matrix) 1st LC LL Min I/defl = 360 Weight:380 lb
LUMBER BRACING
TOP CHORD 2 X 6 SPF-S 165OF 1.5E TOP CHORD Sheathed or 2-7-2 oc purlins.
BOT CHORD 2 X 6 SPF-S 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 8-2-9 oc bracing.
WEBS 2 X 4 SYP No.3 'Except' WEBS 2 Rows at 1/3 pts 6-18,8-16
3-20 2 X 4 SPF Stud, 11•-14 2 X 4 SPF Stud
WEDGE
Left: 2 X 4 SPF Stud,Right: 2 X 4 SPF Stud
REACTIONS (lb/size) 2=4927/0-8-0, 1 2=49 2 710-8-0
Max Horz 2=-354(load case.2)
Max Uplift2=-936(load case 4), 12=-655(IDad case 4)
FORCES (lb)-First Load Case Only
TOP CHORD 1-2=67,2-3=-7616,3-4=-7210,4-5=-6744,5-6=-5955, 6-7=-6679,7-8=-6679,8-9=-5955,
9-10=-6744, 10-11=-7210, 11-12=-7616, 12-13=67
BOT CHORD 2-21=6019, 21-22=6019, 20-22=6019,20-23=5256, 19-23=5256, 19-24=5256, 18-24=5256,
18-25=6585,25-26=6585, 17-26=6585, 17-27=6585, 27-28=6585, 16-28=6585, 16-29=5256,
15-29=5256, 15-30=5256, 14-30=5256, 14-31=6019,31-32=6019, 12-32=6019
WEBS 3-20=-628, 5-20=1160, 5-18=1916, 6-18=-1472, 6-17=237, 8-17=237,8-16=-1472, 9-16=1916,
9-14=1160, 11-14=-628
NOTES
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable and roof zone on an occupancy category 11, condition I
enclosed building,with exposure C ASCE 7-95 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to
wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33
3)WARNING: The unusually long span and/or configuration of this truss requires that extreme care be used it)its application.
Use proper transportation,unloading and erection methods. Assure that all required web lateral bracing is communicated to
the building contractor. Ensure that over-all building bracing is designed by a qualified engineer,architect,or building
designer. N 4) Provide adequate drainage to prevent water ponding. ( OF E'e'
5) All plates are M1120 plates unless otherwise indicated.
6) 'This truss has been designed for a live load of 20.Opsf on the bottom chord ih all areas with a clearance greater than 3-6-0 1 W.A41�(�0
between the bottom chord and any other members.
7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 936 lb uplift at joint 2 and 656 lb
uplift at joint 12.
8)This truss has been designed with ANSI/TPI 1-1995 criteria. r
e i3
lLU
LOAD CASE(S) Standard 2 �� *ti—J =
C?
:.. ,.. _..... ... (P�O �0.0802u,
v
A9OFES Sl0
March 28 2003
AWARNING-Ver(jy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE.
Design valid for use only with MITek connectors.This design Is based onty upon parameters shown,and Is for an Individual building component to be
�
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss
designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stablllty during construction Is the
responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance
regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek®
Handling Installing and Bracing Rocommandatlon avallable from Truss Plate Institute,583 D'Onofrlo Drive,Madison,Wl53719.
Job Truss russ Type Oty Ply
, E1153003
BUHER T3GE HIP 1 1
(optional)
Bellevue Builders Supply,Schenectady,NY 12306 4.201 SR1 s Oct 17 2002 MiTek Industries, Inc. Fri Mar 28 12:23:06 2003 Page 1
-1-0,e 16.0-0 44-0-0 60-0-0 61-01a
r
1-08 16-0-0 28-0-0 16.0-0 1-0-8
Scale=1:104.7
6x6= 6x6=
8.00 12 8x8= ,
11 12 13 14 15 16 17 18 19 20 21 22 23 24 25
4x6 i 10 26 06
9 27
78 2§9
6 30 0
m
5 IL13
4 3
�R gs
� a
Ir-
o
64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 46 47 46 45 44 43 42 41 40 39 38 37 36 4x5=
4x5= 8x8= 8x8= 8x8=
60-0-0
60-0.0
Plate Offsets X, ): [11:0-3-0,0-2-0, [18:0-4-0,0-4-81, [25:0-3-0,0-3-8], (43:0-4-0,0-4-81, [50:0-4-0,0-4-8], [57:0-4-0,0-4-81
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 50.0 Plates Increase 1.15 TC 0.07 Vert(LL) n/a - n/a M1120 197/144
TCDL 10.0 Lumber Increase 1.15 BC 0.03 Vert(TL) -0.01 34-35 >999
BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(TL) 0.02 34 n/a
BCDL 10.0 Code BOCAIANS195 (Matrix) 1st LC LL Min I/dell = 360 Weight:553 lb
LUMBER BRACING
TOP CHORD 2 X 6 SPF-S 165OF 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 6 SPF-S 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2 X 4 SYP No.3 'Except` WEBS 1 Row at midpt 18-50, 17-51, 16-52, 15-53, 14-54,
7-60 2 X 4 SPF Stud, 6-61 2 X 4 SPF Stud, 5-62 2 X 4 SPF Stud 13-55, 12-56, 11-57, 10-58, 1.9-49,
4-63 2 X 4 SPF Stud, 3-64 2 X 4 SPF Stud,29-40 2 X 4 SPF Stud 20-48,21-47,22-46, 23-45, 24-44,
30-39 2 X 4 SPF Stud,31-38 2 X 4 SPF Stud 25-43,26-42
32-37 2 X 4 SPF Stud,33-36 2 X 4 SPF Stud
REACTIONS (lb/size) 2=303/60-0-0, 57=259/60-0-0, 5 0=2 80160-0-0, 51=280/60-0-0,52=280/60-0-0, 53=280/60-0-0
,54=280/60-0-0,55=281/60-0-0, 56=277/60-0-0, 58=276/60-0-0, 59=285/60-0-0,
60=276/60-0-0, 61=282/60-0-0, 62=279/60-0-0, 63=283/60-0-0, 64=264/60-0-0,
49=280/60-0-0,48=280/60-0-0,47=280/60-0-0,46=280/60-0-0,45=281/60-0-0,
44=2 77160-0-0, 43=259/60-0-0,42=276/60-0-0,41=286160-0-0,40=27 6160-0-0,
3 9=2 8 2160-0-0,38=279/60-0-0,37=283/60-0-0,36=264/60-0-0,34=303160-0-0
Max Horz 2=354(load case 3)
Max Uplift2=-130(load case 2), 57=-42(load case 3), 50=-62(load case 4), 51=-62(load case 2), 52=-62(load
case 3),53=-62(load case 3), 54=-63(load case 4), 55=-68(load case 2),56=-60(load case 3),
58=-85(load case 4), 59=-116(load case 4), 60=-105(load case 4),61=-108(load case 4),
62=-106(load case 4), 63=-112(load case 4), 64=-98(load case 4),49=-62(load case 4),
48=-62(load case 3),47=-62(load case 3),46=-63(load case 4), 45=-67(load case 4), 44=-60(load
case 3),42=-74(load case 5),41=-120(load case 5),40=-105(load case 5),39=-108(load case 5),
38=-106(load case 5), 37=-112(load case 5), 36=-94(load case 5),34=-34(load case 3)
Max Grav 2=303(load case 1), 57=263(load case 6), 50=280(load case 1), 51=280(load case 7), 52=280(load
case-7), 63=280(load case 6), 64=280(loa(i case 1),55=285(loaa case 7), 66=278tload case i),
58=277(load case 6), 59=285(load case 1),60=276(load case 1),61=282(load case 6),
62=279(load case 1), 63=283(load case 6),64=265(load case 6),49=280(load case 6),
48=280(load case 6),47=280(Ioad case 7),46=280(load case 1),45=285(Ioad case 6),
44=278(load case 6),43=263(load case 7),42=277(load case 7),41=285(load case 1),
40=276(load case 1),39=282(load case 7),38=279(load case 1),37=283(load case 7),
36=265(load case 7), 34=303(load case 1)
Ov- EYV FORCES(lb)-First Load Case Only
TOP CHORD 1-2=64, 2-3=-119, 3-4=-110,4-5=-111, 5-6=-111, 6-7=-112,-7-8=-110,8-9=23,9-10=-112, �Q O�1 W"1I
10.11=-111, 11-12=-39, 12-13=-37, 13-14=-37, 14-15=-37, 15-16=-37, 16-17=-37, 17-18=-37, G (�
18-19=-37, 19-20=-37,20-21=-37,21-22=-37, 22-23=-37, 23-24=-37,24-25=-39, 25-26=-111, pj A
26-27=-112, 27-28=23, 28-29=-110, 29-30=-112,30-31=-111,31-32=-111,32-33=-110, 33-34=-119,
34-35=64
BOT CHORD 2-64=37, 63-64=37, 62-63=37, 61-62=37, 60-61=37,59-60=37,58-59=37, 57-58=37, 56-57=37, r
55-56=37,54-55=37, 53-54=37,52-53=37, 51-52=37,50-51=37,49-50=37,48-49=37,47-48=37, M d V
46-47=37,45.46=371 44-45=37,43-44=37,42-43=37,41-42=37,40-41=37,39-40=37,38-39=37, Z ,essns.Ytti d 2
37-38=37,36-37=37, 34-36=37
WEBS 18-50=-240, 17-51=-240, 16-52=-240, 15-53=-240, 14-54=-240, 13-55=-241, 12-56=-237, A,
11-57=-219, 10-58=-236,9-59=-245, 7-60=-236, 6-61=-241, 5-62=-240,4-63=-242,3-64=-229, VO,08020� CG��
19-49=-240, 20-48=-240,21-47=-240, 22-46=-240,23-45=-241, 24-44=-237,25-43=-219, �q P�'
.26-42=-236, 27-41=-245,29-40=-236,30-39=-241,31-38=-240,32-37=-242,33-36=-229 OPESS104
Continued on page 2 March 28 2003
®WARNING-Yes jfy design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE.
Design valid for use only with MiTek connectors.this design Is based only upon parameters shown,and is for an Individual building component to be �
Installed and loaded vertically. Applicability of design parameters and proper Incorpoiatlon of component Is iesponsiblllty of bullding designer-not truss
designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the
responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the bullding designer.For general guidance
regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality standard,DSR-89 Bracing specification,and HIB-91 MiTek®
Handling Installing and Bracing Recomm*ndotlon available from Truss Plate Institute,583 D'Onofdlo Drive,Madison,WI53719.
o russ russ Type Qty Ply
El153003
BURJob ! T3GE HIP 1 1
(optional)
Bellevue Builders Supply, Schenectady, NY 12306 4.201 SR1 s Oct 17 2002 MiTek Industries, Inc. Fri Mar 28 12:23:07 2003 Page 2
NOTES
11 This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom
chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-95 per BOCA/ANSI95 If end
verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip
increase is 1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail"
4) Provide adequate drainage to prevent water ponding.
5) All plates are 2x4 M1120 unless otherwise indicated.
6),Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 2-0-0 oc.
8) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and any
other members.
9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 130 lb uplift at joint 2,42 lb uplift at joint 57,62 lb uplift at joint 50,
62 lb uplift at joint 51, 62 lb uplift at joint 52, 62 lb uplift at joint 53, 63 lb uplift at joint 54,68 lb uplift at joint 55, 60 lb uplift at joint 56,85 lb uplift at joint 58,
116 lb uplift at joint 59, 105 lb uplift at joint 60, 108 lb uplift at joint 61, 106 lb uplift at joint 62, 112 lb uplift at joint 63, 98 lb uplift at joint 64,62 lb uplift at
joint 49, 62 lb uplift at joint 48, 62 lb uplift at joint 47, 63 lb uplift at joint 46,67 lb uplift at joint 45, 60 lb uplift at joint 44,74 lb uplift at joint 42, 120 lb uplift
at joint 41, 105 lb uplift at joint 40, 108 lb uplift at joint 39, 106 lb uplift at joint 38, 112 lb uplift at joint 37, 94 lb uplift at joint 36 and 34 lb uplift at joint 34.
10)This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
®AWARNINO-Verify design parnmietera and READ NOTES ON THIS AND REVERSE SIRE BEFORE USE. ��O
Design valid for use only with MITek connectors.This design is based only upon parameters shown,and Is for an Individual bulldin9 component to be �
Installed and loaded ver9cally. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss
designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during conshucHon is the
responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance
regording fobrloatton,quality control,storage,delivery,erection and bracing,consult CST-88 Quality standard,DSB-89 Bracing Specification,and HIB-91 MiTek®
Handling Installing and bracing Recommendation available from Truss Plate Institute,583 D'onofrlo Drive,Madison,W153719.
Job [us Truss ype Otyply
E1153004
BUHER " T4 COMMON 7 1
(optional)
Bellevue Builders Supply, Schenectady,NY 12306 4.201 SR1 s Oct 17 2002 MiTek Industries, Inc. Fri Mar 28 12:23:08 2003 Page 1
F1-M 6-2-5 12-0-0 17-9-11 24-0-0 25-0-l1
1-0-8 6-2-5 5-9-11 5-9-11 6-2-5 1-0-8
5x6= Scale=1:55.7
4
B.00 12
2x4\\ 2x4
3 5
2 6
0
to
4x6= 10 11 9 12 8 4x6=
3x5= 3x6= 3x5=
8-1-9 15-10-7 24-0-0
8-1-9 7-8-14" 8.1-9
Plate Offsets (X,Y): [2:0-0-1,0-0-3], [6:0-0-1,0-0-3
LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP
TCLL 50.0 Plates Increase 1.15 TC 0.25 Vert(LL) -0.22 8-10 >999 M1120 197/144
TCDL 10.0 Lumber Increase 1.15 BC 0.66 Vert(TL) -0.28 8-10 >999
BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.06 6 n/a
BCDL 10.0 Code BOCA/ANS195 (Matrix) 1st LC LL Min I/defl = 360 Weight: 120 lb
LUMBER 1-1 BRACING
TOP CHORD 2 X 6 SPF-S 165OF 1.5E TOP CHORD Sheathed or 5-4-14 oc purlins.
BOT CHORD 2 X 4 SPF-S 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing:
WEBS 2 X 4 SPF Stud 'Except'
4-10 2 X 4 SYP No.3, 4-8 2 X 4 SYP No.3
REACTIONS (lb/size) 2=1879/0-5-8, 6=1879/0-5-8
Max Horz 2=269(load case 3)
Max Uplift2=-348(load case 4),6=-348(load case 5)
FORCES (Ib)-First Load Case Only
TOP CHORD 1-2=59,2-3=-2512,3-4=-2185,4-5=-2185,5-6=-2512, 6-7=59
SOT CHORD 2-10=1891, 10-11=1303,9-11=1303, 9-12=1303,8-12=1303, 6-8=1891
WEBS 3-10=-539,4-10=825,4-8=825, 5-8=-539
NOTES
1)This truss has been checked for unbalanced loading conditions.
2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I
enclosed building,with exposure C ASCE 7-95 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to
wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33
3) `This truss has been designed for a live load of 20.Opsf,on the bottom chord in all areas with a clearance greater than 3-6-0
between the bottom chord and any other members.
4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 348 lb uplift at joint 2 and 348 lb
uplift at joint 6.
5)This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
oV NEw
SAP GO�� W, 1414(�p'Sz
a
ILL
LU
5
02�9
AROPESSI ONP
March 28 2003
®WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE.
Design valid for use only with MITek connectors:This design Is based only upon parameters shown,and Is for an Individual building component to be �
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss
designer.Bracing shown Is for literal support of Individual web members only.Additional temporary bracing to Insure stability during construction is the
iesponsiblllty of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance
regarding fabiloatlon,quality control,storage,delivery,erection and bracing,consult GST-88 Quality Standard,DSB-89 Bracing Specification,and HIS-91 M iTek®
Handling Installing and Bracing Roeommondatlan available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI53719.
Job Truss Truss ype Qty Ply
E1153005
BUHER T4GE ROOF TRUSS 1 1
(optional)
Bellevue Builders Supply,Schenectady,NY 12306 4.201 SR1 s Oct 17 2002 MiTek ndustries, Inc. Fri Mar 28.12:23:10 2003 Page 1
,-1-01 12-0-0 24-M 25-0-$
1-0-8 12-0-0 12-0-0 1-0-8
5x6= Scale=1:55.7
8
2x4 I I zx4 I I
7 9
2x4 II 2x4 II
8.00 12 6 10
2x4 II zxa II
5 71
2x4 I I 2x4 I
I 2x4 I 4 12
2x4 I I
3 13
2 14110
Igo
10
3x5= 26 25 24 23 22 21 20 19 18 17 16 3x5=
2x4 II 2x4 II 2x4 11 2x4 II 2x4 II 5x6= 2x4 11 2x4 11 2x4 11 2x4 11 2x4 11
24-0-0
24-0.0
Plate Offsets MY): 12:0 -11,0-1-8, [14:0-2-11,0-1-81, [21:0-3-0,0-3-01
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 50.0 Plates Increase 1.15 TC 0.07 Vert(LL) n/a - n/a M1120 197/144
TCDL 10.0 Lumber Increase 1.15 BC 0.03 Vert(TL) -0.00 14-15 >999
BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.01 14 n/a
BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 139 lb
LUMBER BRACING
TOP CHORD 2 X 6 SPF-S 165OF 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SPF-S 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing:
OTHERS . 2 X 4 SPF Stud 'Except'
8-21 2 X 4 SYP No.3
REACTIONS (lb/size) 2=311/24-0-0,21=234/24-0-0, 22=269/24-0-0,23=284/24-0-0, 24=279/24-0-0, 25=283/24-0-0, 26=262/24-0-0, 20=269/24-0.0,
19=284/24-0-0, 18=279/24-0-0, 17=283/24-0-0, 16=262/24-0-0, 14=311/24-0-0
Max Horz 2=269(load case 3)
Max Uplift2=-102(load case 2), 22=-72(load case 4), 23=-118(load case 4),24=-106(load case 4), 25=-111(load case 4), 26=-106(load case 4),
20=-57(load case 5), 19=-122(load case 5), 18=-106(load case 5), 17=-111(load case 5), 16=-100(load case 5), 14=-25(load case 3)
Max Grav 2=311(load case 1), 21=234(load case 1),22=276(load case 6), 23=286(load case 6),24=279(load case 1), 25=283(load case 6),
26=264(load case 6),20=276(load case 7), 19=286(load case 7), 18=279(load case 1), 17=283(load case 7), 16=264(load case 7),
14=311(load case 1)
FORCES (Ib)-First Load Case Only
TOP CHORD 1-2=57, 2-3=-135,3-4=-120,4-5=-121,5-6=-121, 6-7=-123,7-8=16,8-9=-117,9-10=-123,
10-11=-121, 11-12=-121, 12-13=-120, 13-14=-135, 14-15=57
BOT CHORD 2-26=46, 25-26=46, 24-25=46, 23-24=46, 22-23=46, 21-22=46, 20-21=46, 19-20=46, 18-19=46,
17-18=46, 16-17=46, 14-16=46
WEBS 8-21=-194, 7-22=-229, 6-23=-244,5-24=-240,4-25=-242, 3-26=-224,9-20=-229, 10-19=-244,
11-18=-240, 12-17=-242, 13-16=-224
NOTES
11 This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition 1
enclosed building,-with exposure C ASCE 7-95 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to
wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek
"Standard Gable End Detail"
4) Gable requires continuous bottom chord bearing. OF NEw
5) Gable studs spaced at 2-0-0 oc. )-
6) •This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 �P� ( w. 1 O
between the bottom chord and any other members. O /y�( '9
7) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 102 lb uplift at joint 2,72 lb CO
uplift at joint 22, 118 lb uplift at joint 23, 106 lb uplift at joint 24, 111 lb uplift at joint 25, 106 lb uplift at joint 26,57 lb * S
uplift at joint 20, 122 lb uplift at joint 19, 106 lb uplift at joint 18, 111 lb uplift at joint 17, 100 lb uplift at joint 16 and 25 lb r
uplift at joint 14. r,
8)This truss has been designed with ANSI/TPI 1-1995 criteria. dL
LOAD CASE(S) Standard
N C?
ROFeSSI
March 28 2003
®WARNING-Verify design parameters and READ NOTES ON TSIS AND REVERSE SIDE BEFORE USE.
Design valid lot use only with MITek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be
�
Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is tesponsibliny of building designer-not truss
designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the
responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance
regarding fabrication,quallty control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek®
Handling Installing and Bracing Recommendatlon available from Truss Plate Institute,583 D'Onofrlo Drive,Madison.Wl53719.
Foundation Inspection Report
Office No. (518) 761-8256 Date Ins21nitia
iv d:
Queensbury Building&Code Enforcement Arrive: Depart: a
742 Bay Rd., Queensbury,NY 12804 InspectoNAME: 03
LOCATION: % N:
TYPE OF STRUCTURE:
1
Comments
Y N N/A
Footings
Piers
Monolithic Slab
l
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
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
es above footing
mil Pof for wet area under slab
Backfill Approva
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
.Rough Glade 6 inch drop within 10 ft.
LASueHemingway\Building.Codes,Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
t 5 ,
Richard E. Jones Associates
Architects - Environmental Planners
339 Aviation Road
Queensbury,NY 12804
Telephone (518) 793-1015 Fax(518)793-2223
e-mail:rjones@rejaarchitects.com
Memo
To: Dave Hatin,Town of Queensbury
From: Richard Jones
Date: 04/04/03
Re: Buher Physical Therapy Building (Building Permit for New Construction)
ADDENDA ITEMS:
1. Enclosed is a copy of information for the proposed therapy pool for your use. The
information provides information on the pool equipment and method of installation. The
pool installation contractor is Adirondack Pools and Service, Inc. (518-798-5552).
2. Add the following statement to the Drawing SP-1: The project design complies with all
applicable provisions of the Energy Conservation Construction Code of New York State.
3. Drawing SP-1; Site Plan - Layout and Planting; Add indication for "NO PARKING" sign to
each of 2 striped drop off areas for handicapped parking spaces.
4. Drawing S-1;Roof Design Data;Change wind load to read 90 MPH.
5. Drawing S-2; Floor Design Data; Delete loads as indicated and add as follows: Floor loads
all areas= 100 PSF.
6. Drawing A-2; Floor Plan; Kitchen 108; Add the following note at the countertop sink
location:
Provide an open area (36"wide) under sink located in plastic laminate'top for wheelchair
access.
7. Drawing A-2; Floor Plan;Stair 102;Add the following note:
Provide 1 '/4" diameter wood handrail with brackets at 5'-0" oc on one side of stair, extend
rails a minimum of 12" horizontally beyond riser at top, intermediate landing and bottom
of stair.
8. Drawing A-2; Floor Plan; Plan of Toilet 109 modified as per attachment.
PA01-Projects12002T2271Regulatory Agency\Building Permit Memo 04-04-03.doc
t
9. Drawing E-1; Lighting Plans; Add an emergency battery pack to Mechanical Room 003
and Pool 117.
10. A copy of the structural load calculations for the building as prepared by Haanen
Engineering is attached along with the completed seismic sheet.
c-j
TOILET
109 N
Uj
I
c
i
l
•Page 2
SEISMIC REVIEW SUMMARY
PROJECT: 1P9YW0I -U JALAAPy ®f f ltof
LOCATION: MONO"010/hW I&/1. &01i ZIP CODE: 1-tof o+
ITEM Value BCNYS BCNYS
Code Section Page No.
Site Class Table 1615.1.1 317
(default to site class D) Section 1615.1.1. 316
Ss (short period) ; Figure 1615(1) 318
S, (1 second period) Figure 1615(2) ` 319
Fa (site coefficient-short), ) ¢ Table 1615.1.2(1) 320
F„ (site coefficient-1 sec.) Q,�4 Table 1615.1.2(2) 320
SR,S (short period adjusted) '�/ Equation 16-16 317
Sm, (9 sec. period_adjusted) Equation 16-17 317
SDS (short period) 3Z Equation 16-18 320
So, (9 sec. period) � '�I Equation 16-19 320 .
Seismic Use Group Table 1604.5 287
Seismic Design Category Table 1616.3(1) 324
(short period)
Seismic Design Category G Table 1616.3(2) 324
(9 sec. period)-
SEISMIC DESIGN CATEGORY This category determines the
(most severe of above two) `# design analysis and whether MEP
systems must be braced.
Analysis Procedure Used 40 W f 010 A ' Section 1616:6 326
Building Components Subject To 140019 . 000 Section 1621 345
Seismic Design Requirements: G �
Architectural Section 1621.1.1 & 345
Mechanical Section 1621.1.6 347
Plumbing ditto 347
Electrical ditto 347
JAM
Page 10 of 10
i -
Job No. 2-!;W7 P Sheet No. _ ofL
HAANEN ENGINEERING
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Job No. Sheet No. Z of
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Job No. ZS S'7 Sheet No. _of
'HAANEN ENGINEERING
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Job No. 7,S 7V Sheet No. of
r HAANEN ENGtNEERtNG
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Utlit dard 2"-4"wide 225 I 125 I 80 I .. 425 I 475 ` B00,000 -I
Seiect Structural 2"-4"thick 1250 675 70 425 1400 1,500,000
No.1/No.2 875 425 70 425 1100 1,400,000
No.3 2"&wider 500 250 70 425 625 1,200,000 NLGA
Stud. 675 . 325: 70'.: 425: 675 1,20O,000
Construction. . , 2"-4'thici< 975; 475 70 425 U 1,300,000 135
' ` t {' "425 1100 1,200,000.
Standard ' 550` 27�:: .70,.,
Unlit 2"-4"wide 250 125: , 70t 20. 725- :1 10G 000
rNSelect Structural 1300 575 70 335 1200 1,300,000
o.i 2"-4"thick 850 400 70 335 1050 1,200,000
No.2 750. 325 70 335 975 . 1,100,000 NEt_MA
No.3 2"&wider 425 200 70 335 550 1,000,000 NSLB
Stud 575 250 70 335 600 1,000,000 WCLIB
y
Construction 2"-4 thick` 850 ! 3i.5. 70, 335 , 1200 1,000,000 .',` WWPA
Standard 475 225- 70 335 1O00 900,000
utility 2.�-4"wide 225 ; ,:.100 70 .: 335e. :. 650 900 000
Select Structural 1000 600 75 425 1000 1,100,000
No.1 2"-4"thick. 725 425 75 425 825 1,000,000
No.2 700 425 75 425 650 1,000,000
No.3 2"&wider 400 250 75 425 375 900,000 WCLIB
Stud 550 325 75 425 _.:,40D 900 000..: WWPA
_
Construction 2'`-4''fliick 800 475 75 425 850 900,000
Standard 450 :>275 75 t: 425 650 800,000.
Utility 2"=4"wide 225 125 75;` ,425. . 425 800,000 .. .
eon
Select Structural 875 400 70 335 1050 1,200,000
No.i 2"-4"thick 650 300 70 335 925 1,100,000
No.2 650 275 70 335 875 1,000,000
No.3 2"&wider 375 175 70 3:35 500 900,000 WCLIB
Stud;, 500 225 70 335 ILL 550 900 000 . _ WWPA
_. . _
Construction 2"-4'thick 725' 325 70• r 335dw
1050 — 1,000,000
co Standard 40¢ 175. 70 ' ,.' 335 900 900,000 r.•
Utility 2"-4 wide 200' 75 70: 335 600 800,000
.TiM^,•:_� ' .. r *rar..i•.csrs r �'v-. .. war+-'E .,
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_a i�i,�f-r.+r.a5�.•' .:.a ra" -��r..ri-ciiu.ra mow..-.+,t �i:..ra;..i.-.: i•.'
;-572 Deference Information
ft(�ii
8.2 SECTION PROPERTIES
TABLE 8.1
�t
Section Properties of Standard Dressed (S4S) Sawn Lumber
kiy �
X-X AXIS Y-Y AXIS
v
+L
a + Standard Area Moment I Moment
SSS Nominal Dressed of Section of Section of Approximate weight in pounds per linear loot Ib/ft
density piece when P i Size Size(S45) Section Modulus Inertia Modulus Inertia of Y of wood equals:
�i'fi?II r b x d b x d A S I„ Svr Ivr
inches x inches nz in3 in° in3 in' 25 Ib/ft3 30 Iblh3 35 Iblft3 40 Iblfl3 45 Ib/h3 50 Iblft3
tf (+ 1 x 3 3/4 x 2-1/2 1.875 0.781 0.977 0.234 0.088 0.326 0.391 0.456 0.521 0.586 0.651
1 x 4 3/4 x 3-1/2 2.625 1.53.1 2.680 0.328 0.123 0.456 0.547 0.638 0.729 0.820 0.911
�,,;:•; 1 x 6 314 x 5-1J2 4.125 3.781 10.40 0.516 0.193 0.716 0.859 1.003 1.146 1.289 1.432
II + 1 x 8 3/4 x 7-1/4 5.438 6.570 23.82 0.680 0.255 0.944 1.133 1.322 1.510 1.699 1.888
1 x 10 314 x 9-114 6.938 10.70 .49.47 0.867 0.325 1.204 1.445 1.686 1.927 2.168 2.409
1 x 12 3!4 x 11-1/4 8.438 15.82 88.99 1.055 0.396 1.465 1.758 2.051 2.344 2.637 2.930.
2 x 3 1.1/2 x 2-1/2 3.750. 1.563 1.953 0.938 0.703 0.651 0.781 0.911 1.042 1.172 1.302
t ;IC 2 x 4 1-1/2 x 3-1/2 5.250 3.063 5.359 1.313 0.984 0.911 1.094 1.276 1.458 1.641 1.823
+")� 2 x 5 1-112 x 4-1/2 6.750 5.063 11.39 1.688 1.266 1.172 1.406 1.641 1.875 2.109 2.344
2 x 6 1-1/2 x 5-112 8.250 7.563 20.80 2.063 1.547 1.432 1.719 2.005 2.292 2.578 2.865
2 x 8 1.1/2 x 7-1/4 10.88 13.14 47.63 2.719 2.039 1.888 2.266 2.643 3.021 3.398 3.776
r Sri+ 2 x 10 1-1/2-x 9-1/4 13.88 21.39 98.93 3.469 2.602 2.409 2.891 3.372 3.854 4.336 4.81E
2 x 12 1-1/2 x 111114 16.88 31.64 178.0 4.219 3.164 2.930 3.516 4.102 4,688 5.273 5.859
jail'"•.r;;. 2 x 14 1-112 x 13-1.14 19.88 43.89 290.8 4.969 3.727 3.451 4.141 4.B31 5.521 6.211 6.901
3 x 4 2-1/2 x 3-1/2 8.750 5.104 8.932 3.646 4.557 1.519 1.823 2.127 2.431 2.734 3.038
3 x 5 2.1/2 x 4-t l2 11.25 6.438 18.98 4.688 5.859 1.953 2.344 2.734 3.125 3.516 3.906
3 x 6 2.112 x 5-1,12 13.75 12.60 34.66 5.729 7.161 2.387 2.665 3.342 3.819 4.297 4.774
3 x 8 2-1l2 x 7-114 18.13 21.90 79.39 7.552 9.440 3.147 3.776 4.405 5.035 5.664 6.293
x 70 2.1/2x 9-i
3 ,4 2
^.y : 3.13 35.65 164.9 9.635 12.04 4.015 4.818 5.621 6.424 7.227 8.030
3 x 12 2-ti2x 11-114 28.13 52.73 296.6 11.72 14.65 4.883 5.859 6.836 7.813 8.769 9.766
t' 3 x 14 2-1/2 x 13-1!4 33.13 73.15 484.6 13.80 17.25 5.751 6.901 8.051 9.201 10.35 11.50.
3x16 2-1/2x15-1i4 38.13 96.90 738.9 15.89 19.86 6.619 7.943 9.266 10.59 11.91 13.24
4aa. 4IL:::
q.s:1Ir •:i+''• 4 x 4 3.1/2 x 3-1/2 12.25 7.146 12.51 7.146 12.51 2.127 2.552 2.977 3.403 3.628 4.253
w ti 4 x 5 3.1/2 x 4-112 15.75 11.81 26.58 9.188 16.08 2.734 3.281 3.828 4.375 4.922 5.469
4 x 6 3.1/2 x 5-112 19.25 17.65 48.53 11.23 19.65 3.342 4.010 4.679 5.347 6.016 6.684
11' 4x 8 3-1/2x 7-1/4 25.38 30.66 111.1 14.80 25.90 4.405 5.286 6.168 7.049 7930 8.811
:'I 4 x 10 3-1/2 x 9-1 j4 32.38 49.91 230.8 18.89 33.05 5.621 6.745 7.869 8.993 10.12 11.24
i " 4 x 12 3-1/2 x 11-1!4 39.38 73.83 415.3 22.97 40.20 6.836 8.203 9.570 10.94 12.30 13.67
1 yis'+ 4 x 14 3-1/2 x 13.1/4 46.38 102.4 678.5 27.05 47.34 8.051 9.661 11.27 12.88 14.49 16.10
4 x 16 3.1/2x 15-1/4 53.38 135.7 1034 31.14 54.49 9.266 11.12 12.97 14.83 16.68 18.53
5 x 5 4.1/2 x 4-1/2 20.25 15.19 34.17 15.19 34.17 3.516 4.219 4.922 5.625 6.328 7.031
7 : ..
�snf t"U 6x 6 5.1/2x 5-V2 30.25 27.73 76.26 27.73 76.26 5.252 6.302 7.352 8.403 9.453 10.50
6 x 8 5-1/2x 7-1 12 41.25 51.56 193.4 37.81 104.0 7.161 8.594 10.03 11.46 12.89 14.32
6 x 10 5.112 x 9-1/2 52.25 82.73 393.0 47.90 131.7 9.071 10.89 12.70 14.51 16.33 18.14
6 x 12 5.1/2x 11-112 63.25 121.2 697.1 57.98 159.4 10.98 13.18 15.37 17.57 19.77 21.96
6 x 14 5-1/2 x 13-112 74.25 167.1 1128 68.06 187.2 12.89 15.47 18.05 20.63 23.20 25.78
6 x 16 5-1/2 x 15-1/2 55.25 220.2 1707 78.15 214.9 14.80, 17.76 20.72 23.68 26.64 29.60
6 x 18 .5-1/2 x 17-1!2 96.25 280.7 2456 88.23 242.6 16.71 20.05 23.39 26.74 30.08 33.42
6 x 20 5-1/2 x 19-112 107.3 348.6 3398 98.31 270.4 18.62 22.34 26.07 29.79 33.52 37.24
6 x 22 5-1/2 x 21-1/2 118.3 423.7 4555 108.4 298.1 . 20.53 24.64 28.74 32.85 36.95 41.06
V F"1 4 i 6 x 24 5-1/2 x 23-1!2 129.3 506.2 5948 118.5 325.8 22.44 26.93 31.41 35.90 40.39 .44.88
L,Nall
i _
8 x 8 7.1!2 x 7-112 56.25 70.31 263.7 70.31 263.7 9.766 11.72 13.67 15.63 17.58 19.53
8 x 10 7-1/2 x 9-1/2 71.25 112.8 535.9 89.06 334.0 12.37 14.84 17.32 19.79 22.27 24.74
8 x 12 7.1/2x 11-1;2 86.25 165.3 950.5 107.8 404.3 14.97 17.97 20.96 23.96 26.95 29.95
6 x 14 7.1;2 x 13-112 101.3 227.8. 1538 126.6 474.6 17.58 21.D9 24.61 28.13 31.64 35.16
t;•1. 1`I Fi 8 x 16 7-1/2 x 15-1!2 116.3 300.3 2327 145.3 544.9 20.18 24.22 28.26 32.29 36.33 40.36
i2• 1•�
8 x 18 7-1/2 x 17-1/2 131.3 382.8 3350 164.1 615.2 22.79 27.34 31.90 36.46 41.02 45.57
8 x 20 7-112 x 19.1 J2 146.3 475.3 4634 182.8 665.5 25.39 30.47 35.55 40.63 45.70 50.78
r+ ii 8 x 22 7.112 x 21-1!2 161.3 577.8 6211 201.6 755.9 27.99 33.59 39.19 44.79 50.39 55.99
8 x 24 7.1/2 x 23-1/2 176.3 690.3 8111 220.3 826.2 30.60 36.72 42.84 48.96 .55.08 61.20
;Tf r lox 10 9-1/2x 9-1;2 90.25 142.9 678.8 142.9 678.8 15.67 18.80 21.94 25.07 25.20 31.34
10 x 12 9-1/2 x 11-1i2 109.3 209.4 1204 173.0 821.7 18.97 22.76 26.55 30.35 34.14 37.93 '
-1;2 x 13- /2 28.3 288.6 1948 203.1 964.5 22.27 26.72 31.17 35.63 40.08 44.53
1D x 14 9
10 x 16 9.1/2 x 15-1/2 147.3 380.4 2948 233.1 1107 25.56 30.68 35.79 40.90 46.02 51.13
a jI+ I- -LI,;; 10 x 18 9-1/2 x 17-1/2 166.3 484.9 4243 263.2 1250 28.86 34.64 40.41 46.18 51.95 57.73
1II, , I.,-
10 x 20 9-1/2 x 19.112 185.3 602.1 5870 293.3 1393 32.16 38.59 45.03 51.46 57.89 64.32
10 x 22 9-112 x 21-1/2 204.3 731.9 7868 323.4 1536 35.46 42.55 49.64 56.74 63.83 70.92
10 x 24 9-112 x 23-112 223.3 874.4 10270 353.5 1679 38.76 46.51 54.26 62.01 69.77 77.52
J r1' :fill,
pi
STRUCTURAL DESIGN TABLE 1607.1
TABLE 1607.1
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS9
OCCUPANCY OR USE UNIFORM CONCENTRATED OCCUPANCY OR USE UNIFORM CONCENTRATED
(pst) (tbs.) (ps17 (tbs.)
1.Apartments(see residential) - - 25. Office buildings
2.Access floor systems File and computer rooms shall
Office use 50 2,000 be designed for heavier loads
Computer use 100 2.000 based on anticipated occupancy
3.Armories and drill rooms 15U - Lobbies and first floor corridors 100 2A00
Offices 50 2,000
4.Assembly areas and theaters Corridors above first floor 80 2,000
Fixed seats(fastened to ficor) 60
Lobbies 100 26.Penal Institutions
Movable seats 100 Cell blocks 40 -
Stages and platforms 125 - Corridors 100
Follow spot,projections and 50 27.Residential
control rooms One-and two-family dwellings
Catwalks 40 Uninhabitable attics without 10
5.Balconies(exterior) 100 storage
On one-and two-family 60 Uninhabitable attics with storage 20
residences only,and not Habitable attics and sleeping 30
exceeding 100 ft: areas -
6.Decks Same as All other areas except balconies 40
occupancy - and decks
servedh Hotels and multifamily dwellings
7.Bowling alleys 75 - Private rooms 40
8.Cornices 60 - Public rooms and corridors serving 100
9.Corridors,except as otherwise 100 - them
indicated 18 Reviewing stands,grandstands and 1001 _
10.Dance halls and ballrooms l00 - f bleachers - l
I I.Dining rooms and restaurants l00 - 29.Roofs See Section 1607.11
12.Dwellings(see residential) - - 30.Schools
13.Elevator machine room grating - 300 Classrooms 40 1.000
(on area of 4 in:) Corridors above first floor 80 1.000
14.Finish light floorplate construction - 200 First floor corridors 100 1.000 4
(on area of 1 in?) 31.Scuttles,skylight ribs.and I - I 200
15.Fire escapes 100 - accessible ceilings
On single-family dwellings only 40 I 32.Sidewa]}s,vehicular driveways 250e 8,000e
16.Garages(passenger cars only) 50 Note a and yazds.subject to trucking
Trucks and buses See Section 1607.6 33.Skating rinks 100 -
17.Grandstands(see stadium and - - 14.Stadiums and arenas
arena bleachers) Bleachers 100` -
19.Gymnasiums,main floors and 100 - Fixed seats(fastened to floor) 60c
balconies 35.Stairs and exits l00 Note f
19.Handrails,guards and grab bars See Section 1607.7 I One-and two-family dwellings 40
20.Hospitals All other I 100
Operating rooms.laboratories 60 1.000 36,Storage warehouses(shall be designed
Private rooms 40 1,000 for heavier loads if V
Wards 40 1.000 required for anticipated storage) -
Corridors above first floor 80 . 1.000 Light 125 f
21.Hotels(see residential) ( - - Heavy 250
22.Libraries 37.Stores
Reading rooms ! 60 1.000 Retail
First floor 100 1.000 1
Stack rooms I 1501 1.000 upper floors 75 1.000 '
Corridors above first floor 80 1.000 Wholesale.all floors , 125 1.000 j
23.Ivianufacturing 3S.Vehicle.btt-t-iers See Section 1607.7
Light 125 2.000 39.Walkways and elevated platforms i 60 -
Heavy 250 5.000 (otherthan exirways) II
24.Marquees and canopies I 75 - 40.Yards and terraces,pedestrians i 100 -
(Conrituted)
BUILDING CODE OF NEW YORY.STATE 291
SIMPLE BEAM - UNIFORM LOAD PARTIALLY DISTRIBUTED AT MIDSPAN
AISC CASE 4
L
b
wb
R1 R2
L12
STRUCTURAL MEMBER TO BE CHECKED 2x12 SPF NO2 @.12°O.c.
Allowable 7b=.875 kip
2 kip load -- 2'-61'x2'-6" area (midspan)
GIVEN: CALCULATE:
TOTAL LENGTH 156 INCH R1 = V1 (m,max a< c) 0.24 KIP
UNIF DIST LOAD o.016 KIPIIN R2 = V2(mi max a >c) 0.24 KIP
MEAS DISTANCE a 63 INCH Mmax at center 17 KIP IN
MEAS DISTANCE b 30 INCH Fs max at Mmax 0.79 KSI
MEAS DISTANCE c 63 INCH
ANY DISTANCE x 78 INCH
MOD OF ELASTICIT 1400 KSI
SECTION MODULUS 21.3 . IN"3
255782kipXS
SIMPLE BEAM UNIFORMLY DISTRIBUTED LOAD
AISC CASE 1
New Floor Joist
L
x
wL
R1 � 4 R2
STRUCTURAL MEMBER TO BE CHECKED 2x12 SPF No.2@16"O.C.
Allowable Fb=.875ksi
100 psf floor loading
GIVEN: CALCULATE:
TOTAL LENGTH 140 INCH UNIFORM LOAD wL 1.55 KIP
UNIF DIST LOAD w 0.0111 KIP/IN R =V 0.78 KIP
ANY DISTANCE x 12 INCH Vx 0.64 KIP
MOM OF INERTIA 178 .IN"4 Mmax(at x center) 27.20 KIP IN
SECTION MODULUS 31.64 W3 Mx 8.52 KIP IN
MOD OF, ELASTICITY 1400 KSI DEFinax(at center) 0.22 IN
OEFx 0.060253 IN
l
maximum stress 0.86 KSI
stress at dist x 0.27 KSI
span/deflection 628. RATIO
Page 2 26578 F1888 JOIST MA%SPANAS
SIMPLE BEAM UNIFORMLY DISTRIBUTED LOAD
AISC CASE 1
New Floor. Joist
L
x
wL
R1 � � R2
STRUCTURAL MEMBER TO BE CHECKED 2x12 SPF No.2@12"o.c.
Allowable Fb—.875ksi
100 psf floor loading
GIVEN: CALCULATE:
TOTAL LENGTH 156 INCH UNIFORM LOAD wL 1.29 KIP
UNIF DIST LOAD w 0.0083 KIPIIN R - V 0.65 KIP
ANY DISTANCE X 12 INCH Vx 0.55 KIP
MOM OF INERTIA 178 IN"4 Mmax(at x center) 25.25 KIP IN
SECTION MODULUS 31.64 INA3 Mx 7.17 KIP IN
MOD OF ELASTICITY 1400 KSI DEFinax(at center) 0.26 IN
DEFx 0.062503 IN
maximum stress 0.80 KSI
stress at list x 0.23 KSI
spanideflection 607 RATIO
Page 1 2557E FLOOR JOISI MAX SPAN.%LS
ti
. t
a D3-o3
Permit Number
Envelope Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
COMcheck EZ Software Version 2.4 Release 2a ���'��®
Data filename:P:\01-Projects\2002\0227\Regulatory Agency\Energy Code Complia
Section 1: Project Information MAR �. p M3
Project Name: Physical Therapy Office for TOWN OF QUEENSBURY
Denise Buher,PT BUILDING AND CODE
Designer/Contractor: Richard E. Jones Associates
Document Author: .Richard Jones
Section 2: General Information
Building Location(for weather data): Warren,New York
Climate Zone: 15
Heating Degree Days(base 65 degrees F): 7635
Cooling Degree Days(base 65 degrees F): 366
Activity Type(s) Floor Area -
Medical and Clinical Care '3717
Storage,Industrial and Commercial 2016
ti.
Project Description(check one):
—New Construction _Addition _Alteration _Unconditioned Shell(File Affidavit)
Section 3: Requirements Checklist
Bldg.
Dept. -
Use
Air Leakage,Component Certification,and Vapor Retarder Requirements
[ J 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed.
[ J 2. Windows,doors,and skylights certified as meeting leakage requirements.
3. Component R values&U factors-labeled as certified.
[ ] 4. Fireplaces installed with tight fitting.non-combustible fireplace doors.
[ } 5. Dampers integral to the building envelope are equipped with motorized dampers.
[ ] 6. Cargo doors and loading dock doors are weather sealed.
[ } 7. Recessed lighting fixtures are sealed or gasketed.
[ ] 8. Vapor retarder installed.
ti�,
t
t
Climate-Specific Requirements
Gross Cavity Cont. Proposed Budget
Component Name/Description Area R-Value R-Value U-Factor U-Factor
Roof 1: All-Wood Joist/Rafter/Truss 3717 38.0 0.0 0.028 0.051
Exterior Wall 1: Wood Frame,Any Spacing 2132 19.0 0.0 0.068 0.074
Window 1: Wood Frame,Double Pane with Low-E
Clear, SHGC 0.57 713 --- --- 0.350 0.520
Door 1: Glass, Clear,SHGC 0.57 21 --- --- 0.350 0.520
Door 2: Glass, Clear, SHGC 0.57 21 --- --- 0.350 0.520
Basement Wall 1: Solid Concrete or Masonry<=8"
Furring: Wood,Wall Ht 7.5.,Depth B.G. 7.5 1035 11.0 0.0 0.115 0.098
Basement Wall 2: Solid Concrete or Masonry<=8"
Furring:Wood,Wall Ht 4.0,Depth B.G. 4.0 480 11.0 0.0 0.115 0.098
(a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements.
Envelope PASSES: Design 10%better than code
Section 4: Compliance Statement
The proposed envelope design represented in this document is consistent with the building plans, specifications and
other calculations submitted with this permit application. The proposed envelope system has been designed to meet
the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.4 Release 2a.
When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of -
his/her knowledge;°belief,and professional judgimnt,-such plans or specifications are in compliance-with this-Code.
PIC,taA V,;g 1,- J100P-i � 3 9'J03
Principal Envelope Designer-Name Signature Date
i
Permit Number
Lighting and Power Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
COMcheck EZ Software Version 2.4 Release 2a
Data filename:P:\O1 -Projects\2002\0227\Regulatory Agency\Energy Code Compliance.cck
Section 1: Project Information
Project Name: Physical Therapy Office for
Denise Buher,PT
Designer/Contractor: Richard E. Jones Associates
Document Author: Richard Jones
Section 2: General Information
Building Use Description by: Activity Type
Activity Typ (s) Floor Area
Medical and Clinical Care 3717
Storage,Industrial and Commercial 2016
Project Description(check one):
New Construction. _Addition Alteration _Unconditioned Shell(File Affidavit)
Section 3: Requirements Checklist
Bldg. 1
Dept. 1
Use 1
[ ] I Interior Lighting
1 1. Total actual watts must be less than or equal to total allowed watts
Allowed Watts Actual Watts Complies(Y/N)
1 7963 7106 . YES
Exterior Lighting
[ ] 1 2. Type(s)of exterior lighting sources,:
1 _Fluorescent _Metal Halide —High-pr. Sodium
1 Exceptions:
Specialized signal,directional,and marker lighting;lighting highlighting exterior features of
1 historic buildings;advertising signage;safety or security lighting;low-voltage landscape lighting.
I
Controls,Switching,and Wiring
3. Master switch at entry to hotel/motel guest room.
[ ] 1 4. Individual dwelling units separately metered.
[ ] 1 5. Minimum of two switches,dimmer,or occupancy sensor in each space.
Exceptions:
1 Only one luminaire in space;.
1 Security lighting,24 hour lighting;
1 The area is a corridor,storage,restroom,retail sales area or lobby.
[ ] 1 6. Automatic lighting shutoff control in spaces greater than 250 sq.ft in buildings larger than 5,000 sq.ft.
[ ] 1 7. Photocell/astronomical time switch on exterior lights.
1 Exceptions: Areas requiring lighting during daylight hours
i
[ ] 8. Tandem wired one-lamp and three-lamp ballasted luminaires.
Exceptions:
Electronic high-frequency ballasted luminaires not on same switch
[ ] 9. Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2.
Section 4: Compliance Statement
The proposed lighting design represented in this document is consistent with the building plans,specifications and
other calculations submitted with this permit application. The proposed lighting system has been designed to meet
the New York State Energy Conservation Construction Code requirements in COI&heck--EZ Version 2.4 Release 2a.
When a Registered Design Professional has'stamped and signed this page,they are attesting that to the best of
his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code.
Principal Lighting Designer-Name Signature Datef
i
r ;
Lighting Application Worksheet
New York State Energy Conservation Construction Code
COMcheck-EZ Software Version 2.4 Release 2a
Section 1: Allowed Lighting Power Calculation
A B C D
Total
Floor Allowed Allowed
Area Watts Watts
Area Cate o1y Ift2Z watts/ft2 (B x C)
Medical and Clinical Care . 3717 1.6 5947
Storage,Industrial and Commercial 2016 1 2016
Total Allowed Watts= 7963
Section 2: Actual Lighting Power Calculation
A B C D E F
Fixture Fixture Description/ Lamps/ #of Fixture
ID Lamp Description/Wattage Per Lamp/Ballast Fixture Fixtures Watt. x E
A surface flour./Quad 2-pin 22W/Electronic 1 3 22 66
RS recessed flour./-Quad-2-pin 26W/Electronic 2 3 52 - -156 -
R recessed flour../Twin Tube 36/39W/Electronic 2 21 72. 1512
B 2 x 4 surface flour./48"T8 32W/Electronic 2 1 64 64
C 1 x 4 surface flour./48"T8 32W/Electronic 2 13 64 832
D 2 x 4 surface par.flour./48"T8 32W/Electronic 3 4 96 "'384
F 1 x 4 indirect flour./48"T8 32W/Electronic 2 3 64 192
G 1 x 8 indirect flour./96"T8 75W/Electronic 2 5 150 750
H 1 x 8 indirect flour./96"T8 75 W/Electronic 2 21 150 3150
Total Actual Watts= 7106
Section 3: Compliance Calculation
If the Total Alloived.Watts minus the Total Actual Watts is greater than or equal to zero,the building complies.
Total Allowed Watts= 7963
Total Actual Watts= 7106
Project Compliance= 857
Lighting PASSES: Design 11%better than code
t
Permit Number
Mechanical Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
COMcheck--EZ Software Version 2.4 Release 2a
Data filename:P:\O1 -Projects\2002\0227\Regulatory Agency\Energy Code Compliance.cck
Section 1: Project Information
Project Name: Physical Therapy Office for
Denise Buher,PT
Designer/Contractor: Richard E. Jones Associates
Document Author: Richard Jones
Section 2: General Information
Building Location(for weather data): Warren,New York
Climate Zone: 15
Heating Degree Days(base 65 degrees F): 7635
Cooling Degree Days(base 65 degrees F): 366
Project Description(check one):
—New Construction' —Addition —Alteration _Unconditioned Shell(File Affidavit)
Section 3: Mechanical Systems List
Quanti1y System Type&Description
1 HVAC System 3: Cooling:Packaged Terminal Unit, Capacity 15000 Btu/h,Air-Cooled'Condenser/
Single Zone
1 HVAC System 2: Heating:Duct Furnace, Gas,Heating Capacity Unknown/Cooling:Field-Assembled `
DX System,Capacity<65 kBtu/h,Air-Cooled Condenser/Single Zone w/Perimeter System
1 HVAC System 1: Heating:Duct Furnace, Gas,Heating Capacity Unknown/Cooling:Field-Assembled
DX System, Capacity<65 kBtu/h,Air-Cooled Condenser/Single Zone w/Perimeter System
1 Water Heating 1: Service Water Heater
Section 4: Requirements Checklist
Bldg.
Dept.
Use
Requirements Specific To: HVAC System 3
[ ] 1. Equipment minimum efficiency.:
Packaged Terminal DX Unit: 9.3 EER
2. Newly purchased cooling equipment meets the cooling efficiency requirements
1 Requirements Specific To:HVAC System 2
1. Equipment minimum efficiency:
Duct Furnace(Gas): 80%Ec
[ ) 2. Specified equipment consists of field-assembled components-efficiency documentation provided
Requirements Specific To: HVAC System 1
[ ] 1. Equipment minimum efficiency:
Duct Furnace(Gas): 80%Ec
[ ] 2. Specified equipment consists of field-assembled components-efficiency documentation provided
Requirements Specific To: Water Beating-1
[ ] 1. Heat traps in inlet/outlet fittings
[ ] 2. 1/2-in. insulation on 8 ft of inlet/outlet piping if no integral heat traps
Generic Requirements: Must be met by all systems to which the requirement is applicable
[ ] 1. Load calculations per 1997 ASHRAE Fundamentals
[ ] 2. Plant equipment and system capacity no greater than needed to meet loads
-Exception: Standby equipment automatically off when primary system is operating
-Exception:Multiple units controlled to sequence operation as a function of load
[ ] 3. Minimum one temperature control device per system
[ ] 4. Minimum one humidity control device per installed humidification/dehumidification system
[ ] 5. Thermostatic controls has 5 deg.F deadband
-Exception:Thermostats requiring manual changeover between heating and cooling
[ ] 6. Automatic Controls: Setback to 55 deg. F(heat)and 85 deg.F(cool);7-day clock,
2-hour occupant override, 10-hour backup
-Exception: Continuously operating zones
-Exception:2 kW demand or less, submit calculations
[ ] 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow>3,000 cfm
[ ] 8. Outside-air source for ventilation;system capable of reducing OSA to required minimum
[ ] 9. R-5 supply and return air duct insulation in unconditioned spaces
R-8 supply and return air duct insulation outside the building
R-8 insulation between ducts and the building exterior when ducts are part of a building assembly
-Exception:Ducts located within equipment
Exception:Ducts with interior and exterior temperature difference not exceeding 15 deg.F.-
-. 10. Ducts sealed-longitudinal seams-on rigid ducts;transverse seams on all ducts;
UL 181A or 181B tapes and mastics
[ ] 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment
[ ] 12. Hot water pipe insulation: 1 in.for pipes<=1.5 in. and 2 in.for pipes>1.5 in.
Chilled water/refrigerant/brine pipe insulation: 1 in.for pipes<=1.5 in. and 1.5 in.for pipes>1.5 in.
Steam pipe insulation: 1.5 in.for pipes<=1.5 in.and 3 in.for pipes >1.5 in.
-Exception:Piping within HVAC equipment
-Exception:Fluid temperatures between 55 and 105 deg.F
-Exception:Fluid not heated or cooled
-Exception:Runouts<4 ft in length
[ ] 13. Operation and maintenance manual provided to building owner
[ ] 14. Balancing devices.provided in accordance with 603.15 of Mechanical Code for New York State
[ ] 15. Newly purchased service water heating equipment meets the efficiency requirements
[ ]. 16. Water heater temperature controls: 110 deg.F for dwelling units or 90 deg.F
for other occupancies
[ J 17. Stair and elevator shaft vents are equipped with motorized dampers
[ ] 18. Exhaust air heat recovery included for systems 5,000 cfm or greater with
more than 70%outside air fraction or specifically exempted
[ ] 19. Kitchen hoods>5,000 cfm provided with 50%makeup air that is uncooled and heated to
i�. no more than 60 deg.F unless specifically exempted
[ ] 20. Buildings with fume hood systems must have variable air volume hood design,
exhaust heat recovery,or seprate makeup air supply meeting the following:
y a)75%make up air quantity, and/or
b)within 2°F of room temperature and/or
c)no humidification
d)no simultaneous heating and cooling
Section 5: Compliance Statement
i
The proposed mechanical design represented in this document is consistent with the building plans, specifications
and other calculations submitted with this permit application. The proposed mechanical systems have been designed
to meet the New York State Energy Conservation Construction Code requirements in CON>heck--EZ Version 2.4
Release 2a.
The design professional shall provide to the code enforcement official a written certification that the required HVAC
tests,system balancing,etc.,have been performed and the system is operating as designed. The design professional
shall retain copies of the test reports to be provided to the code enforcement official,if requested. When a Registered
Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,
and professional judgment,such plans or specifications are in compliance with this Code.
Principal Mechanical Designer-Name Signature Date
Y•
Mechanical Requirements Description
New York State Energy Conservation Construction Code
COMcheck-EZ Software Version 2.4 Release 2a
Data filename:P:\01 -Projects\2002\02271Regulatory Agency\Energy Code Compliance.cck
The following list provides more detailed description of the requirements in Section 4 of the Mechancal Compliance
Certificate.
Requirements Specific To: HVAC System 3
1. The specked heating and/or cooling equipment is covered by the New York State Energy Conservation Code
and must meet the following minimum efficiency: Packaged Terminal DX Unit: 9.3 EER
2. The specified cooling equipment is covered by Federal minimum efficiency requirements.New equipment of thi
type can be assumed to meet or exceed New York State Energy Conservation Code requirements for equipment
efficiency.
Requirements Specific To: HVAC System 2
1. The specified heating and/or cooling equipment is covered by the New York State Energy Conservation Code
and must meet the following minimum efficiency: Duct Furnace(Gas): 80%Ec
2. The specified cooling system consists of field-assembled components.Documentation must be submitted
showing the system meets New York State Energy Conservation Code equipment efficiency requirements for a
comparable package equipment type and capacity range.
Requirements Specific To: HVAC System 1
1. The specified heating and/or cooling equipment is covered by the New York State Energy Conservation Code
and must meet the following minimum efficiency: Duct Furnace (Gas): 80%Ec
2. The specified cooling system consists of field-assembled components.Documentation must be submitted
showing the system meets New York State Energy Conservation.Code equipment efficiency requirements fora
comparable package equipment type and capacity range.
Requirements Specific To:Water Heating 1
1. Heat traps are required on noncirculating water heating systems on both inlet and outlet connections. Heat traps
may be purchased or field-fabricated by creating a loop or inverted U-shaped arrangement on the inlet and outlet _-
pipes_
2. Pipe insulation for the specified noncirculating service hot water system is required for all piping in the
following categories:a)the first 8 ft of outlet piping from any constant-temperature,noncirculating storage
systemb)the inlet piping between the storage tank and a heat trap in a noncirculating storage systemPipe
insulation must be at least 1/2 in.and have a conductivity no>0.28 Btu-in/(h-ft2-°F).
Generic Requirements: Must be met by all systems to which the requirement is applicable
1. Design heating and cooling loads for the building must be determined using procedures equivalent to those in
Chapters 27 and 28 of the ASHRAE Handbook of Fundamentals or an approved equivalent calculation
procedure.
2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece
of equipment providing both heating and cooling must satisfy this provision for one function with the capacity
for the other function as small as possible,within available equipment options.
-Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes.
Standby equipment must be automatically controlled to be off when the primary equipment and/or system is
operating.
-Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load
are allowed if they are provided with controls to sequence operation of the units as the load increases or
decreases.
3. Each heating or cooling system serving a single zone must have its own temperature control device.
4. Each humidification system must have its own humidity control device.
5. Thermostats controlling both Beating and cooling must be capable of maintaining a 5 degree F deadband(a
range of temperature where no heating or cooling is provided).
-Exception: Deadband capability is not required if the thetmostat does not have automatic changeove
capability between heating and cooling.
6. The system or zone control must be a programmable thermostat or other automatic control meeting the
following criteria:a) capable of setting back temperature to 55 degree F during heating and setting up to 85
degree F during coolingb) capable of automatically setting back or shutting down systems during unoccupied
hours using 7 different day schedulesc) have an accessible 2-hour occupant overrided) have a battery back-up
capable of maintaining programmed settings for at least 10 hours without power.
-Exception: A setback or shutoff control is not required on thermostats that control systems serving areas that
operate continuously.
-Exception: A setback or shutoff control is not required on systems with total energy demand of 2 kW(6,826
Btu/h)or less.
7. Outdoor-air supply systems with design airflow rates>3,000 cfm of outdoor air and all exhaust systems must
have dampers that are automatically closed while the equipment is not operating.
8. The system must supply outside ventilation air as required by Chapter 4 of the Mechanical Code for New York
State. If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,
the system must be capable of reducing outdoor-air flow to the minimum required levels.
9. Air ducts must be insulated to the following levels:a) Supply and return air ducts for conditioned air located in
unconditioned spaces(spaces neither heated nor cooled)must be insulated with a minimum of R-5.
Unconditioned spaces include attics,crawl spaces,unheated basements,and unheated garages.b) Supply and
return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building.c) When
ducts are located within exterior components(e.g.,floors or roofs),minimum R-8 insulation is required only
between the duct and the building exterior.
-Exception: Duct insulation is not required on ducts located within equipment.
-Exception: Duct insulation is not required when the design temperature difference between the interior and
exterior of the duct or plenum does not exceed 15 degree F.
10. All joints,longitudinal and transverse seams,and connections in ductwork must be securely sealed using
weldments; mechanical fasteners with seals,gaskets,or mastics;mesh and mastic sealing systems;or tapes.
Tapes and mastics must be listed and labeled in accordance..with UL..181A or UL 181B.
11.:..Mechanical fasteners.and seals,mastics,or gaskets.must be used when connecting ducts to fans and-other air.
distribution equipment,including multiple-zone terminal units.
12. All pipes serving space-conditioning systems must be insulated as follows:
Hot water piping for heating systems: Y
1 in. for pipes<=1 1/2-in. nominal diameter
2 in. for pipes>1 1/2-in. nominal diameter.
Chilled water,refrigerant,and brine piping systems:
1 in. insulation for pipes<=1 1/2-in. nominal diameter
1 1/2 in_ insulation for pipes>1 1/2-in. nominal diameter.
Steam piping:
1 1/2 in. insulation for pipes<=1 1/2-in. nominal diameter
3 in.insulation for pipes>I 1/2-in. nominal diameter.
-Exception: Pipe insulation is not required for factory-installed piping within HVAC equipment.
-Exception: Pipe insulation is not required for piping that conveys fluids.having a design operating
temperature range between 55 degrees F and 105 degrees F.
-Exception: Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled
through the use of fossil fuels or electric power.
-Exception: Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in.in diameter
between the control valve and HVAC coil.
13. Operation and maintenance documentation must be provided to the owner that includes at least the following
information:a) equipment capacity(input and output)and required maintenance actionsb) equipment operation
and maintenance manualsc) HVAC system control maintenance and calibration information,including wiring
1 diagrams,schematics,and control sequence descriptions;desired or field-determined set points must be
permanently recorded on control drawings,at control devices,or,for digital control systems,in programming
commentsd) complete narrative of how each system is intended to operate.
14. Each supply air outlet or diffuser and each zone terminal device (such as VAV or mixing box)must have its
own balancing device. Acceptable balancing devices include adjustable dampers located within the ductwork,
terminal devices,and supply.air diffusers.
15. Service water heating equipment must meet minimum Federal efficiency requirements included in the Nationa
Appliance Energy Conservation Act and the Energy Policy Act of 1992,which meet or exceed New York State
Energy Conservation Code. New service water heating equipment can be assumed to meet these requirements.
16. Water-heating equipment must be provided with controls that allow the user to set the water temperature to 110
T for dwelling units and 90 T for other occupancies. Controls must limit output temperatures of lavatories in
public facility restrooms to 110 T.
17. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed
during normal building operation and interlocked to open as required by fire and smoke detection systems. All
gravity outdoor air supply and exhaust hoods,vents,and ventilators must be equipped with motorized dampers
that will automatically shut when the spaces served are not in use.
Exceptions:
-Gravity (non-motorized)dampers are acceptable in buildings less than three stories in height above grade.
-Ventilation systems serving unconditioned spaces.
18. Individual fan systems with a design supply air capacity of 5000 cfm or greater and minimum outside air supply
of 70%or greater of the supply air capacity must have an energy recovery system with at least a 50%
effectiveness.
Exceptions:
-Systems serving spaces that are not cooled and heated to<60 T.
-Commercial kitchen hoods(grease)classified as Type 1 by NFPA 96
-Systems exhausting toxic,flammable,paint,or corrosive fumes or dust
If an air economizer is also required,heat recovery must be bypassed or controlled to permit air economizer
operation.
19. Individual kitchen exhaust hoods larger than 5000 cfm must be provided with make-up air sized for at least 50%
of exhaust air volume that is uncooled and either unheated or heated to no more than 60 OF
Exceptions:
-Where hoods are used to exhaust ventilation air that would otherwise exfiltrate or be exhausted by other fan
systems.
-Certified grease extractor hoods that require a face velocity no>60-fpm. ---------
_.. 20., Buildings with fume hood systems.having a-total.exhaust rate>15,000 cfm must-either have-variable`air volume
hood design,exhaust air heat recovery,or separate make up air supply.
7
t f
a0a3-03
Permit Number
Envelope Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
COMcheck EZ Software Version 2.4 Release 2a
Data filename:P:101 -Projects1200210227\Regulatory AgencylEnergy Code Compliance.cck
Section 1: Project Information
Project Name: Physical Therapy Office for RECEIVED
Denise Buher,PT
Designer/Contractor: Richard E.Jones Associates MAR 9. 0 2003
Document Author: Richard Jones
TOWN OF QUEENSBURY
Section 2: General Information BUILDING AND CODE
Building Location(for weather data): Warren,New York
Climate Zone: 15
Heating Degree Days(base 65 degrees F): 7635
Cooling Degree Days(base 65 degrees F): 366
Activity Typpffl Floor Area
Medical and Clinical Care 3717
Storage,Industrial and Commercial 2016
Project Description(check one):
New Construction Addition Alteration Unconditioned Shell(File Affidavit)
Section 3: Requirements Checklist
Bldg.
Dept.
Use I
Air Leakage,Component Certification,and Vapor Retarder Requirements
[ J I 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed.
[ ] I 2. Windows,doors,and skylights certified as meeting leakage requirements.
[ J I 3. Component R values&U factors labeled as certified.
[ ] I 4. Fireplaces installed with tight fitting non-combustible fireplace doors.
[ J I 5. Dampers integral to the building envelope are equipped with motorized dampers.
C J I 6. Cargo doors and loading dock doors are weather sealed.
[ ] I 7. Recessed lighting fixtures are sealed or gasketed.
[ J I 8. Vapor retarder installed.
i
t
Climate-Specific Requirements
Gross Cavity Cont. Proposed Budget
Component Name/Description Area R-Value R-Value U-Factor U-Factor
Roof 1:All-Wood Joist/Rafter/Truss 3717 38.0 0.0 0.028 0.051
Exterior Wall 1: Wood Frame,Any Spacing 2132 19.0 0.0 0.068 0.074
Window 1: Wood Frame,Double Pane with Low-E
Clear, SHGC 0.57 713 --- --- 0.350 0.520
Door 1: Glass, Clear, SHGC 0.57 21 --- --- 0.350 _ 0.520
Door 2: Glass,Clear, SHGC 0.57 21 --- --- 0.350 0.520
Basement Wall 1: Solid Concrete or Masonry<=8"
Furring: Wood,Wall Ht 7.5,Depth B.G. 7.5 1035 11.0 0.0 0.115 0.098
Basement Wall 2: Solid Concrete or Masonry<=8"
Furring: Wood,Wall Ht 4.0,Depth B.G. 4.0 480 11.0 0.0 0.115 0.098
(a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements.
Envelope PASSES: Design 10%better than code
Section 4: Compliance Statement
The proposed envelope design represented in this document is consistent with the building plans,specifications and
other calculations submitted with this permit application. The proposed envelope system has been designed to meet
the New York State Energy Conservation Construction Code requirements in COl&heck-EZ Version 2.4 Release 2a.
When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of
his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code.
t
PICAA14-JI t- J OOV? 3 9� 03
Principal Envelope Designer-Name Signature Date
i
e i
Permit Number
Lighting and Power Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
COMcheck-EZ Software Version 2.4 Release 2a
Data filename:P:\01 -Projects\2002\0227\Regulatory Agency\Energy Code Compliance.cck
Section 1: Project Information
Project Name: Physical Therapy Office for
Denise Buher,PT
Designer/Contractor: Richard E. Jones Associates
Document Author: Richard Jones
Section 2: General Information
Building Use Description by: Activity Type
ActivityTYpe(s) Floor Area
Medical and Clinical Care 3717
Storage,Industrial and Commercial 2016
Project Description(check one):
_New Construction _Addition _Alteration _Unconditioned Shell(File Affidavit)
Section 3: Requirements Checklist
Bldg.
Dept.
Use
[ ] I Interior Lighting
1. Total actual watts must be less than or equal to total allowed watts
Allowed Watts Actual Watts Complies(Y/N)
7963 7106 YES
Exterior Lighting
[ ] I 2. Type(s)of exterior lighting sources:
_Fluorescent _Metal Halide '—High-Pr. Sodium
Exceptions:
Specialized signal,directional,and marker lighting;lighting highlighting exterior features of
historic buildings;advertising signage;safety or security lighting;low-voltage landscape lighting.
Controls,Switching,and Wiring
3. Master switch at entry to hotel/motel guest room.
[ ] I 4. Individual dwelling units separately metered.
[ ] I 5. Minimum of two switches,dimmer,or occupancy sensor in each space.
Exceptions.-
Only one luminaire in space;
Security lighting,24-hour lighting,
The area is a corridor,storage,restroom,retail sales area or lobby.
[ ] I 6. Automatic lighting shutoff control in spaces greater than 250 sq.ft in buildings larger than 5,000 sq.ft.
[ ] I 7. Photocell/astronomical time switch on exterior lights.
Exceptions. Areas requiring lighting during daylight hours
i -
[ ] 8. Tandem wired one-lamp and three-lamp ballasted luminaires.
Exceptions:
Electronic high-frequency ballasted luminaires not on same switch
[ j 9. Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2.
Section 4: Compliance Statement
The proposed lighting design represented in this document is consistent with the building plans,specifications and
other calculations submitted with this permit application. The proposed lighting system has been designed to meet
the New York State Energy Conservation Construction Code requirements in CONkheck-EZ Version 2.4 Release 2a.
When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of
his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code.
Principal Lighting Designer-Name Signature Date/
Lighting Application Worksheet
New York State Energy Conservation Construction Code
COMcheck-EZ Software Version 2.4 Release 2a
Section 1: Allowed Lighting Power Calculation
A B C D
Total
Floor Allowed Allowed
Area Watts Watts
Area Cateso1y fffl)_ watts/ft2 (B x C)
Medical and Clinical Care . 3717 1.6 5947
Storage,Industrial and Commercial 2016 1 2016
Total Allowed Watts= 7963
Section 2: Actual Lighting Power Calculation
A B C D E F
Fixture Fixture Description/ Lamps/ #of Fixture
ID Lamp Description/Wattage.Per Lamp/Ballast Fixture Fixtures Watt. (D x E)
A surface flour./Quad 2-pin 22W/Electronic 1 3 22 66
RS recessed flour./Quad 2-pin 26W/Electronic 2 3 52 156
R recessed flour../Twin Tube 36/39W/Electronic 2 21 72 1512
B 2 x 4 surface flour./48"T8 32W/Electronic 2 1 64 64
C 1 x 4 surface flour./48"T8 32W/Electronic 2 13 64 , 832
D 2 x 4 surface par.flour./48"T8 32W/Electronic 3 4 96 ''384
F 1 x 4 indirect flour./48"T8 32W/Electronic 2 3 64 192
G 1 x 8 indirect flour./96"T8 75 W/Electronic 2 5 150 750
H 1 x 8 indirect flour./96"T8 75 W/Electronic 2 21 150 3150
Total Actual Watts= 7106
Section 3: Compliance Calculation
If the Total Allowed.Watts minus the Total Actual Watts is greater than or equal to zero,the building complies.
Total Allowed Watts= 7963
Total Actual Watts= 7106
Project Compliance= 857
Lighting PASSES: Design 11%better than code
i
Permit Number
Mechanical Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
COMcheck-EZ Software Version 2.4 Release 2a
Data filename:P:\O1 -Projects\2002\0227\Regulatory Agency\Energy Code Compliance.cck
Section 1: Project Information
Project Name: Physical Therapy Office for
Denise Buher,PT
Designer/Contractor: Richard E. Jones Associates
Document Author: Richard Jones
Section 2: General Information
Building Location(for weather data): Warren,New York
Climate Zone: 15
Heating Degree Days(base 65 degrees F): 7635
Cooling Degree Days(base 65 degrees F): 366
Project Description(check one):
_New Construction" _Addition _Alteration _Unconditioned Shell(File Affidavit)
Section 3: Mechanical Systems List
Quanti1y System Type&Description
1 HVAC System 3: Cooling:Packaged Terminal Unit,Capacity 15000 Btu/h,Air-Cooled'Condenser/
Single Zone
1 HVAC System 2: Heating:Duct Furnace, Gas,Heating Capacity Unknown/Cooling:Field-Assembled
DX System, Capacity<65 kBtu/h,Air-Cooled Condenser/Single Zone w/Perimeter System
1 HVAC System 1: Heating:Duct Furnace,Gas,Heating Capacity Unknown/Cooling:Field-Assembled
DX System, Capacity<65 kBtu/h,Air-Cooled Condenser/Single Zone w/Perimeter System
1 Water Heating 1: Service Water Heater
Section 4: Requirements Checklist
Bldg.
Dept.
Use
Requirements Specific To: HVAC System 3
[ ] 1. Equipment minimum efficiency.:
Packaged Terminal DX Unit: 9.3 EER
2. Newly purchased cooling equipment meets the cooling efficiency requirements
Requirements Specific To: HVAC System 2
[ ] 1. Equipment minimum efficiency:
Duct Furnace(Gas): 80%Ec
[ ] 2. Specified equipment consists of field-assembled components-efficiency documentation provided
Requirements Specific To: HVAC System 1
[ ] 1. Equipment minimum efficiency:
Duct Furnace(Gas): 80%Ec
[ ] I 2. Specified equipment consists of field-assembled components-efficiency documentation provided
I
Requirements Specific To:Water Heating 1
[ ] I 1. Heat traps in inletloutlet fittings
[ ] I 2. 1/2-in. insulation on 8 ft of inlet/outlet piping if no integral heat traps
I
Generic Requirements: Must be met by all systems to which the requirement is applicable
I ] I 1. Load calculations per 1997 ASHRAE Fundamentals
[ ] I 2. Plant equipment and system capacity no greater than needed to meet loads
-Exception: Standby equipment automatically off when primary system is operating
-Exception:Multiple units controlled to sequence operation as a function of load
[ ] I 3. Minimum one temperature control device per system
I ] I 4. Minimum one humidity control device per installed humidification/dehumidification system
[ ] I 5. Thermostatic controls has 5 deg.F deadband
-Exception:Thermostats requiring manual changeover between heating and cooling
[ ] I 6. Automatic Controls: Setback to 55 deg.F(heat)and 85 deg.F(cool);7-day clock,
2-hour occupant override, 10-hour backup
-Exception: Continuously operating zones
-Exception:2 kW demand or less,submit calculations
[ ] I 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow>3,000 cfm
[ ] I 8. Outside-air source for ventilation;system capable of reducing OSA to required minimum
[ ] I 9. R-5 supply and return air duct insulation in unconditioned spaces
R-8 supply and return air duct insulation outside the building
R-8 insulation between ducts and the building exterior when ducts are part of a building assembly
-Exception:Ducts located within equipment
-Exception:Ducts with interior and exterior temperature difference not exceeding 15 deg.F.
[ ] I 10. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;
UL 181A or 181B tapes and mastics
[ ] I 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment
[ ] I 12. Hot water pipe insulation: 1 in.for pipes<=1.5 in. and 2 in.for pipes>1.5 in. ' -
Chilled water/refrigemnt/brine pipe insulation: 1 in,for pipes<=1.5 in..and 1.5 in.for pipes>1.5 in.
Steam pipe insulation: 1.5 in.for pipes<=1.5 in.and 3 in.for pipes >1.5 in. \
-Exception:Piping within HVAC equipment
-Exception:Fluid temperatures between 55 and 105 deg.F
-Exception:Fluid not heated or cooled
-Exception:Runouts<4 ft in length
[ ] I 13. Operation and maintenance manual provided to building owner
14. Balancing devices-provided in accordance with 603.15 of Mechanical Code for New York State
[ ] I 15. Newly purchased service water heating equipment meets the efficiency requirements
[ ] I 16. Water heater temperature controls: 110 deg.F for dwelling units or 90 deg.F
for other occupancies
I ] I 17. Stair and elevator shaft vents are equipped with motorized dampers
[ ] I 18. Exhaust air heat recovery included for systems 5,000 cfm or greater with
more than 70%outside air fraction or specifically exempted
[ ] I 19. Kitchen hoods>5,000 cfm provided with 50%makeup air that is uncooled and heated to
no more than 60 deg.F unless specifically exempted
[ ] I 20. Buildings with fume hood systems must have variable air volume hood design,
exhaust heat recovery,or seprate makeup air supply meeting the following:
` + I a)75%make up air quantity,and/or
b)within 2°F of room temperature and/or
c)no humidification
d)no simultaneous heating and cooling
Section 5: Compliance Statement
i
The proposed mechanical design represented in this document is consistent with the building plans, specifications
and other calculations submitted with this permit application. The proposed mechanical systems have been designed
to meet the New York State Energy Conservation Construction Code requirements in CODkheck-EZ Version 2.4
Release 2a.
The design professional shall provide to the code enforcement official a written certification that the required HVAC
tests,system balancing,etc.,have been performed and the system is operating as designed. The design professional
shall retain copies of the test reports to be provided to the code enforcement official,if requested.When a Registered
Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,
and professional judgment,such plans or specifications are in compliance with this Code.
Principal Mechanical Designer-Name Signature Date
Y
�1
t
Mechanical Requirements Description
New York State Energy Conservation Construction Code
COMcheck-EZ Software Version 2.4 Release 2a
Data filename:P:\O1 -Projects\2002\0227\Regulatory Agency\Energy Code Compliance.cck
The following list provides more detailed description of the requirements in Section 4 of the Mechancal Compliance
Certificate.
Requirements Specific To: HVAC System 3
1. The specked heating and/or cooling equipment is covered by the New York State Energy Conservation Code
and must meet the following minimum efficiency: Packaged Terminal DX Unit: 9.3 EER
2. The specified cooling equipment is covered by Federal minimum efficiency requirements.New equipment of thi
type can be assumed to meet or exceed New York State Energy Conservation Code requirements for equipment
efficiency.
Requirements Specific To: HVAC System 2
1. The specified heating and/or cooling equipment is covered by the New York State Energy Conservation Code
and must meet the following minimum efficiency: Duct Furnace (Gas): 80%Ec
2. The specified cooling system consists of field-assembled components. Documentation must be submitted
showing the system meets New York State Energy Conservation Code equipment efficiency requirements for a
comparable package equipment type and capacity range.
Requirements Specific To: HVAC System 1
1. The specified heating and/or cooling equipment is covered by the New York State Energy Conservation Code
and must meet the following minimum efficiency: Duct Furnace(Gas): 80%Ec
2. The specified cooling system consists of field-assembled components. Documentation must be submitted
showing the system meets New York State Energy Conservation Code equipment efficiency requirements for a
comparable package equipment type and capacity range.
Requirements Specific To:Water Heating 1
1. Heat traps are required on noncirculating water heating systems on both inlet and outlet connections. Heat traps
may be purchased or field-fabricated by creating a loop or inverted U-shaped arrangement on the inlet and outlet
pipes.
2. Pipe insulation for the specified noncirculating service hot water system is required for all piping in the
following categories:a)the first 8 ft of outlet piping from any constant-temperature, noncirculating storage
systemb)the inlet piping between the storage tank and a heat trap in a noncirculating storage systemPipe
insulation must be at least 1/2 in.and have a conductivity no>0.28 Btu-in/(h-ft2-°F).
Generic Requirements: Must be met by all systems to which the requirement is applicable
1. Design heating and cooling loads for the building must be determined using procedures equivalent to those in
Chapters 27 and 28 of the ASHRAE Handbook of Fundamentals or an approved equivalent calculation
procedure.
2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece
of equipment providing both heating and cooling must satisfy this provision for one function with the capacity
for the other function as small as possible,within available equipment options.
�i
-Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes.
Standby equipment must be automatically controlled to be off when the primary equipment and/or system is
operating.
-Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load
are allowed if they are provided with controls to sequence operation of the units as the load increases or
decreases.
3. Each heating or cooling system serving a single zone must have its own temperature control device.
4. Each humidification system must have its own humidity control device.
5. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degree F deadband(a
range of temperature where no heating or cooling is provided).
-Exception: Deadband capability is not required if the thermostat does not have automatic changeove
capability between heating and cooling.
6. The system or zone control must be a programmable thermostat or other automatic control meeting the
following criteria:a) capable of setting back temperature to 55 degree F during heating and setting up to 85
degree F during coolingb) capable of automatically setting back or shutting down systems during unoccupied
hours using 7 different day schedulesc) have an accessible 2-hour occupant overrided) have a battery back-up
capable of maintaining programmed settings for at least 10 hours without power.
-Exception: A setback or shutoff control is not required on thermostats that control systems serving areas that
operate continuously.
-Exception: A setback or shutoff control is not required on systems with total energy demand of 2 kW.(6,826
Btu/h)or less.
7. Outdoor-air supply systems with design airflow rates>3,000 cfm of outdoor air and all exhaust systems must
have dampers that are automatically closed while the equipment is not operating.
8. The system must supply outside ventilation air as required by Chapter 4 of the Mechanical Code for New York
State. If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,
the system must be capable of reducing outdoor-air flow to the minimum required levels.
9. Air ducts must be insulated to the following levels:a) Supply and return air ducts for conditioned air located in
unconditioned spaces(spaces neither heated nor cooled)must be insulated with a minimum of R-5.
Unconditioned spaces include attics,crawl spaces,unheated basements,and unheated garages.b) Supply and
return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building.c) When
ducts are located within exterior components(e.g.,floors or roofs),minimum R-8 insulation is required only
between the duct and the building exterior.
-Exception: Duct insulation is not required on ducts located within equipment.
-Exception: Duct insulation is not required when the design temperature difference between the interior and
exterior of the duct or plenum does not exceed 15 degree F.
10. All joints,longitudinal and transverse seams,and connections in ductwork must be securely sealed using
weldments;mechanical fasteners with seals,gaskets,or mastics;mesh and mastic sealing systems;or tapes.
Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181B.
11. Mechanical fasteners and seals, mastics,or gaskets must be used when connecting ducts to fans and other air
distribution equipment,including multiple-zone terminal units.
12. All pipes serving space-conditioning systems must be insulated as follows:
Hot water piping for heating systems: Y
1 in. for pipes<=1 1/2-in. nominal diameter
2 in. for pipes>1 1/2-in.nominal diameter.
Chilled water, refrigerant,and brine piping systems:
1 in. insulation for pipes<=1 1/2-in. nominal diameter
1 1/2 in.insulation for pipes>1 1/2-in. nominal diameter.
Steam piping:
1 1/2 in. insulation for pipes<=1 1/2-in.nominal diameter
3 in. insulation for pipes>1.1/2-in. nominal diameter.
-Exception: Pipe insulation is not required for factory-installed piping within HVAC equipment.
-Exception: Pipe insulation is not required for piping that conveys fluids.having a design operating
temperature range between 55 degrees F and 105 degrees F.
-Exception: Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled
through the use of fossil fuels or electric power.
-Exception: Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in. in diameter
between the control valve and HVAC coil:
B. Operation and maintenance documentation must be provided to the owner that includes at least the following
information:a) equipment capacity(input and output)and required maintenance actionsb) equipment operation
and maintenance manualsc) HVAC system control maintenance and calibration information,including wiring
M1 diagrams,schematics,and control sequence descriptions;desired or field-determined set points must be
permanently recorded on control drawings,at control devices,or,for digital control systems,in programming
commentsd) complete narrative of how each system is intended to operate.
14. Each supply air outlet or diffuser and each zone terminal device(such as VAV or miring box)must have its
own balancing device. Acceptable balancing devices include adjustable dampers located within the ductwork,
terminal devices,and supply air diffusers.
15. Service water heating equipment must meet minimum Federal efficiency requirements included in the Nationa
't
Appliance Energy Conservation Act and the Energy Policy Act of 1992,which meet or exceed New York State
Energy Conservation Code. New service water heating equipment can be assumed to meet these requirements.
16. Water-heating equipment must be provided with controls that allow the user to set the water temperature to 110
T for dwelling units and 90 T for other occupancies. Controls must limit output temperatures of lavatories in
public facility restrooms to 110 T.
17. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed
during normal building operation and interlocked to open as required by fire and smoke detection systems. All
gravity outdoor air supply and exhaust hoods,vents,and ventilators must be equipped with motorized dampers
that will automatically shut when the spaces served are not in use.
Exceptions:
-Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height above grade.
-Ventilation systems serving unconditioned spaces.
18. Individual fan systems with a design supply air capacity of 5000 cfm or greater and minimum outside air supply
of 70%or greater of the supply air capacity must have an energy recovery system with at least a 50%
effectiveness.
Exceptions:
-Systems serving spaces that are not cooled and heated to<60 T.
-Commercial kitchen hoods(grease)classified as Type 1 by NFPA 96
-Systems exhausting toxic,flammable,paint,or corrosive fumes or dust
If an air economizer is also required,heat recovery must be bypassed or controlled to permit air economizer
operation.
19. Individual kitchen exhaust hoods larger than 5000 cfm must be provided with make-up air sized for at least 50%
of exhaust air volume that is uncooled and either unheated or heated to no more than 60 T
Exceptions:
-Where hoods are used to exhaust ventilation air that would otherwise exfiltrate or be exhausted by other fan
systems.
-Certified grease extractor hoods that require a face velocity no>60 fpm.
-.-... - ..20. Buildings with fume hood systems having a total exhaust rate->15 000 cfm must either have variable air-volume
hood design,exhaust air heat recovery,or separate make up air supply.
♦�1
Richard E. Jones Associates
Architects-Environmental Planners
339 Aviation Road
Queensbury, NY 12804
Phone 518 793-1015
Fax(518)793-2223
JOB#0227
NEW PROFESSIONAL OFFICE FOR
DENISE BUHER, PT
HUNTER BROOK LANE & BLINDROCK ROAD
QUEENSBURY, NEW YORK
ADDENDUM NO. 1
FEBRUARY 25, 2003
This Addendum contains changes to the requirements of the Contract Documents. Such changes are to
be incorporated into the Construction Documents and.shall apply to the Work with the same meaning and
force as if they had been included in the original document. Wherever this Addendum modifies a portion
of a paragraph ,of the Specifications or a portion of any Drawing, the remainder of the paragraph or
Drawing shall remain in force.
Rec !ipt of this Addendum shall be acknowledged on the Proposal Form. This Addendum No. 1 consists
of Addendum Item No. 1 to 9 on two pages and revised partial Drawing SPA and SP-2.
ADDENDUM ITEM NO.
1. Drawing SP-1; Site Plan—(Layout& Planting); Provide three additional Sugar Maples, designated as
"SM"on the plan, equally spaced at 40' apart along Blind Rock Road.
2. Drawing SPA — (Layout & Planting); Provide 12 additional Sea Green Juniper, designated as "SGJ",
refer to the revised SP-1 Drawing, dated 3/5/03.
3. Drawing SP-2; Site Lighting Schedule; Add the following information in the Remarks Column:
For Tag A: Lithonia#LGH 70M 7SB T73 120 (quantity of 3).
For Tag B: Lithonia#KAD 175M R3 120 SPD04 (flat lense cut off, quantity of 1).
For Tag C: Lithonia#KFL2 100M RM 120 YK PE DDB(quantity of 2).
For Tag D: Lithonia#KAD 175M R4120 SPD04(flat tense cut off, quantity of 2).
4. Drawing SP-2; Site'Plan (Grading & Utilities); Add 170 LF of infiltration trench at the eaves of the
building (no pipe in trench), detail similar to 11/SP-3; Refer to the revised SP-2 Drawing, dated 3/5/03.
5. Drawing PM-1; Notes: Plumbing Materials; Add the following—Gas Lines: Black steel, ASTM A53.
ADD1-1
6. Drawing E-1; Electrical Lighting & Power Plans; Add the following Schedule:
EQUIPMENT SCHEDULE
UNIT DESIGN ELECTRICAL DATA
Pool Pump Equipment 4HP swim jet pump and % HP maintenance pump
(provided and installed by Adirondack Pools, 798-5552
Pool Heater 120 V. 1 phase (provided and installed by Adirondack
Pools, 798-5552
F-1 120 V, 1 phase, 20A 3/4 HP blower
CC-1 5 tons, 1 phase
F-2 120 V, 1 phase, 20A 1/2 HP blower
CC-2 3 tons, 1 phase
DS 230 V, 1 phase, 2.5 kw, 30A
CU-1 230 V, 1 phase, 60A
CU-2 230 V, 1 phase, 40A
CU-3 230 V, 1 phase, % HP, 30A
7. Drawing E-1; Electrical Lighting & Power Plans; Change service entrance to read: 120/240 V, 1 phase,
300 amps.
8. Design specification; Division 16—Electrical; page 3-3; Change service to read: 1 phase underground
service (120/240 V—300 amps).
9. AIA Document A107-1997; Abbreviated Standard Form of Agreement; Article 4 Payment; Paragraph
4.1.1; Change retainage to read "10%"to conform to lender requirements.
END OF ADDENDUM NO. 1
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Richard E. Jones Associates
Architects- Environmental Planners
339 Aviation Road
Queensbury, NY 12804
Phone(518) 793-1015
Fax(518)793-2223
JOB#0227
NEW PROFESSIONAL OFFICE FOR
DENISE BUHER, PT
HUNTER BROOK LANE& BLINDROCK ROAD
QUEENSBURY, NEW YORK
ADDENDUM NO. 2
MARCH 6, 2003
This Addendum contains changes to the requirements of the Contract Documents. Such changes are to
be incorporated into the Construction Documents and shall apply to the Work with the same meaning and
force as if they had been included in the original document. Wherever this Addendum modifies.a portion
of a paragraph of the Specifications or a portion of any Drawing, the remainder of the paragraph or
Drawing shall remain in force.
Receipt of this Addendum shall be acknowledged on the Proposal Form. This Addendum No. 2 consists
of Addendum Item No. 1 to 2 on two pages.
ADDENDUM ITEM NO.
1. Specification information for Hardware Groups;Add the following notes:
• Grade for Locksets: Standard Duty similar to Sargent 6500 Series or equal.
• Finish Designation for Hardware: US26D
2. Section 00310—Bid Form; Attach and add the following Alternate to the Bid Form:
Alternates: The Bidder,_if awarded the Contract, agrees to add or deduct the following item of
Work as described below for the.sum indicated hereinafter. Said sum to be added/deducted
from the base lump sum price.
ALTERNATE NO. 1
Add/Deduct from the Base Bid:
(in words)
(in figures)
Alternate No. 1 Description:
Substitute vinyl siding, shake panel vinyl siding, vinyl trims, vinyl fascia and fully ventilated vinyl
soffits for all cedar materials as indicated on the Drawings.
Substitute Solid Vinyl Siding, minimum 0.04 inch thick with prepunched nailing hem, weepholes
and integral interlocks, Double 5 inch clapboard configuration horizontal panels with wood grained
surface pattern, Color as selected from the manufacturer's standard colors, Encore ED5 Style by
Wolverine or equal for the horizontal cedar siding.
ADD2-1
Substitute Shake Panel Vinyl Siding, minimum 0.05 inch thick with prepunched nailing hem,
weepholes and integral interlocks, Single 7" Shake configuration horizontal panels with cedar
grained surface pattern, Color as selected from the manufacturer's standard colors, Restoration
Shapes, RS7S Style by Wolverine or equal for the cedar shingles at the gable end walls.
Substitute 3%"outside and inside corner pieces, 3 %"window and door surround trims, 3 W
lineal with prepunched nailing hem,weepholes and integral interlocks, with wood grained surface
pattern, Color as selected from the manufacturer's standard colors, Wolverine or equal for the
miscellaneous cedar trims indicated.
Substitute Fully Vented Vinyl Soffit with prepunched nailing hem, integral interlocks, Color.as
selected from the manufacturer's standard colors, Perimeter Double 5" Fully Vented by Wolverine
or equal for the cedar soffit and vent strip indicated.
Substitute One Piece Vinyl Fascia with Drip Block Extension, Height as required, Color as
selected from the manufacturer's standard colors, Wolverine or equal for the cedar fascia and
ribbon trim indicated.
END OF ADDENDUM NO. 2
ADD2-2
I \ _
12/10/02
DESIGN SPECIFICATION FOR:
Physical Therapy Office
Blind.Rock Road
Queensbury, NY 12804
DIVISION 2—SITEWORK
■ Site clearing and grubbing.
■ Stock pile topsoil for future use.
■ New drive and parking lots, painted parking stripes.
■ Drainage trench with gravel.
■ Site utilities: Underground electric and gas, 1"water service, septic system including all
structures and storm water structures.
■ 4" concrete walk with integral curbs.
■ Light pole bases.
■ Excavation and backfill for the building.
DIVISION 3—CONCRETE
■ Footings, foundation walls and piers:4000 psi 28-day compressive strength; w/c ratio 0.44
maximum; Slabs on grade: 3000 psi 28-day compressive strength; w/c ratio 0.44 maximum;
Bottom of footings to be a minimum of 48" below finished grade; Crushed stone coarse
aggregate base for 4"thick slab reinforced with welded wire fabric.
DIVISION 5-METALS
Steel columns: Schedule 40 pipe columns.
DIVISION 6—WOOD AND PLASTICS
■ Floor joists: 2 x 12; spruce-pine fir(SPF); grade#2 or better; S4S; maximum 19% moisture
content.
■ Studs: SPF; grade#2 or better; S4S; maximum 19% moisture content; 2 x 4 @ 16"o.c. at the
interior partitions and 2 x 6 @ 16"o.c. at the exterior walls.
■ Roof Trusses: SPF; trusses spaced @ 24" o.c.; design for loads as indicated.
■ Metal framing connectors: galvanized connectors by Simpson, Kant-Sag or equivalent.
■ Laminated veneer lumber: MICRO=LAM 2.0 E; as required.
■ Roof sheathing: APA.rated, 5/8"thick CD-X plywood or 5/8"thick OSB; nailed to framing; H-
clips at joints.
■ Wall sheathing:APA rated, '/Z'thick CD-X plywood.
■ Plates: double 2 x 6 pressure-treated wood plates.
■ Air infiltration barrier: 6.1 mil thick fabric; Tyvek or equal.
■ Window stool, apron and other interior trims: '/"thick; clear birch with eased edges.
■ Horizontal siding including shingles at gable end walls: Cedar with clear finish.
■ Soffit: Cedar with continuous vent.
■ Exterior trim: Cedar fascia and trims.
■ Casework: Plastic laminate faced tops and cabinets by others.
DIVISION 7-THERMAL AND MOISTURE PROTECTION
■ Exterior walls: mineral fiber blanket insulation; kraft-faced; R-19. (R-11 @ Basement and
crawl space)
■ Interior walls: mineral fiber sound attenuation batt; unfaced; 3"thick; typical at all interior
walls.
Roof: mineral fiber.blanket insulation; kraft-faced; R-38.
■ Insulation baffles: coated water-resistant fiberboard or plastic; a minimum 1 Y2" clear air
space between the plywood roof deck and the top of the insulation.
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■ Asphalt shingles; Class A, mineral surfaced, self-sealing, fiberglass-based, 3-tab shingles;
30-year limited warranty.
■ Underlayment: 15 lb. roofing felt.
■ Ice protection membrane: Ice and Water Shield as manufactured by W. R. Grace; 36"
minimum width at valleys; 5'-6" minimum coverage at eaves.
■ Ridge vent: Cor-A-Vent or equivalent; typical at all ridges.
■ Sidewall and valley flashing: 0.019"thick, aluminum sheet flashing.
■ Mastic sealant: poly isobutylene.
■ Exterior joints at concrete: polysulfide sealant; one component.
■ Exterior joints at masonry: acrylic, solvent-based sealant.
■ Interior joints: acrylic-latex sealant.
DIVISION 8—DOORS AND WINDOWS
■ Frames: hollow metal; minimum 18-gauge cold-rolled steel; knocked down or drywall types.
■ Door silencers: drill stops to receive 3 silencers on strike jambs of all interior frames.
■ Exterior and interior @ pool metal doors: insulated core; 18-gauge flush face; hot-dipped
galvanized; polyurethane core insulation.
■ Exterior aluminum doors: Glazed narrow stile aluminum with aluminum frames.
■ Interior doors: solid-core wood door; flush face, pre-finished birch; premium grade; fire-rated
at rated partitions; manufacturer's standard core. Provide UL label and wire glass with steel
frame at rated doors.
■ All units; vinyl-clad windows by Andersen; clear Western Pine interior; 5/8" high performance
insulating glass; full fiberglass screens.
■ All hardware per schedule.
■ Hinges: ball-bearing butts; FBB 179 by Stanley; 4 Y2"x 41/"; 1 '/ pairs per leaf.
■ All hardware finishes to be satin stainless steel, US32D.
■ Insulated glass: 1"thick, clear tempered low'E' interior and solar exterior pane; at exterior
aluminum doors and Vestibule.
DIVISION 9—FINISHES
■ Interior wall finish: 5/8"type-X gypsum board; tapered edges;ASTM C36
■ Interior ceiling finish: 5/8"type-X gypsum board; tapered edges;ASTM C36.
■ Fasteners: gypsum board screws; ASTM C 1002.
■ Finishing system: fiber tape embedded in compound over joints; exposed fastener heads
covered with compound.
■ Sheet vinyl: .07"thick, Fundamentals by Armstrong, Class 2, 3 colors minimum.
■ Vinyl base:4" high; vinyl wall base with cove.
■ Edge strip; vinyl edge strip at transition to carpeting. .
■ Carpet: Cambridge Seacroft, 26 oz/sq. yd., polypropolene backing, Class 1 backing; direct
glue-down with no pad, 3 colors minimum.
■ Rigid carpet: Power Point Carpet by C/S Group, 50 oz/sq. yd., non-skid backing,color as
selected.
■ Wall paper: Type II, 13.3 oz/sq. yd. minimum, vinyl coated fabric, Class A,colors and
patterns as selected.
■ Semi-gloss paint: latex base primer, latex semi-gloss finish coat; washable; Class-B flame
spread rating; typical at all steel door frames.
■ Eggshell paint: latex base primer, latex satin eggshell finish coat; washable; Class-B flame
spread rating; typical at all walls and ceilings.
■ Stain and varnish; semi-transparent stain; 2 coats of satin finish polyurethane varnish; typical
at all windows and doors.
■ Sealer: clear concrete floor sealer at all cellar floors.
■ CT: 2 x 2 x'/4 non-skid mosaic tile, 3 colors minimum, Daltile.
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DIVISION 10—SPECIALTIES
■ Fire extinguisher cabinet: steel semi-recessed box with rolled edge, steel door with vertical
duo panel of 1/8" thick glass, white baked enamel finish, bottom of cabinet at 24"AFF. (2
total)
■ Fire extinguisher: multi-purpose, dry chemical type; UL-rated 4A-6013: C, 10 lb. nominal
capacity; enameled steel container; for Class A, Class B and Class C fires. (3 total)
■ Toilet tissue dispensers: surface mounted.
■ Paper towel dispenser and soap dispensers; surface-mounted dispenser.
■ Grab bar: 1 W diameter; stainless steel with satin finish; 36"x 54" L-shaped; concealed
mounting plate with screw-set flange; Bobrick B-6237.
■ Mirror: 18"x 30"stainless steel channel frame; W thick float/plate glass mirror; installation on
concealed wall hanger.
DIVISION 15—PLUMBING
■ Handicapped type water closets(tank type).
■ Lavatories with handicapped trim.
■ Stainless steel sinks.
■ 24" mop sink and faucet.
■ Type-L copper water lines.
■ Cast iron or copper drains and vents.
■ 40 gallon hot water tank.
■ Pressure regulator and main valve on water entrance.
DIVISION 15—HVAC
■ Two split systems, 1 phase unit.
■ Two gas furnaces, 92%AFUE.
` ■ Dehumidification system for pool area.
■ Electronic programmable thermostats with remote sensors, occupied fan and ventilation
control.
■ Wall diffusers and insulated ductwork.
■ Venting and combustion air.
DIVISION 16—ELECTRICAL
■ 1 phase underground service. (120/240—225 amps)
■ Site lighting per Drawings.
■ Interior outlets, switching and lighting per Drawings.
■ Power to HVAC and plumbing equipment.
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P:\01 - Projects\2002\0227\General Contractor\Spec.doc
PHYSICAL THERAPY OFFICE
BLIND ROCK ROAD
QUEENSBURY, NY 12804
HARDWARE GROUPS
GROUP#1
1 % Pair Butts (4'/z x 4'/2 FBB-NRP)
1 Closer(LCN 4040)
1 Entry Lockset with Lever Handle
1 Threshold (4"x Y2" high, Zero#654A)
1 Set Weatherstripping and Sweep
GROUP#2 Provided with Aluminum Entrance System
1 '/2 Pair Butts(4 '/x 4 Y2 FBB-NRP)
1 Closer(LCN 4040)
1 Dead Lock with Cylinder
1 Pull (C09)
1 Push (CP11)
1 Threshold (69-139)
1 Set Weatherstripping and Sweep
GROUP#3
1 %2 Pair Butts(4 '/x 4'/2 FBB)
1 Passage Set with Lever Handle
1 Wall Bumper
GROUP#4
1 % Pair Butts (4%x 4'/2 FBB)
1 Classroom Lockset with Lever Handle
1 Wall Bumper
GROUP#5
1 %2 Pair Butts (4'/2 x 4 '/2 FBB)
1 Privacy Set with Lever Handle
1 Wall Bumper
GROUP#6
1 '/2 Pair Butts (4'/x 4 '/z FBB)
1 Closer(LCN 4040)
1 Classroom Lockset with Lever Handle
1 Floor Bumper
GROUP#7
1 '/2 Pair Butts(4%2 x 4 % FBB)
1 Closer(LCN 4040)
1 Passage Set with Lever Handle
1 Wall Bumper or Floor Bumper
GROUP#8
Series 2700 Bifold Set(40-2244)
PAN -Projects\2002\0227\General Contractor\Hardware Groups.doc
GROUP#9
1 Pocket Door Frame Set(40-3940)
1 Flush Pull Set with Lock
GROUP#10
1 %Z Pair Butts (4%x 4'/ FBB)
1 Closer(LCN 4040)
1 Passage Set with Lever Handle
1 Threshold (2 Y2"k Y4', Zero#1545A)
P:\01 -.Projects\2002\0227\General Contractor\Hardware Groups.doc