2004-949 t -
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: P20040949 Date Issued: Friday, December 29, 2006
This is to certify that work requested to be done as shown by Permit Number P20040949
has been completed.
Tax Map Number: 523400-300-000-0001-019-001-0000
Location: 6 MOUNTAIN HOLLOW Way
.Owner: WESTERN RESERVE, LLC
Applicant: WESTERN RESERVE, LLC
This structure may be occupied as a:
Apartments By Order of Town Board
Garage Attached TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan,
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
7 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20040949 Application Number: A20040949
Tax Map No: 523400-300-000-0001-019-001-0000
Permission is hereby granted to: WESTERN RESERVE, LLC
For property located at: 6 MOUNTAIN HOLLOW Way
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: WESTERN RESERVE, LLC
395 BIG BAY Rd Apartments $200,000.00
QUEEN SBURY, NY 12804-0000, Garage Attached
Total Value $200,000.00
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2004-949 BLDG. 3 Address: 12 Mountain Hollow Way
4200 SQ FT (4 UNIT) APARTMENT WITH 2 - 1 CAR ATTACHED GARAGE EACH 288 SQ FT
$645.60 PERMIT FEE PAID -THIS PERMIT EXPIRES: Saturday, January 07, 2006
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the T wn of ; r' , nuary 07, 2005
,a
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
Building No. 3
Buffftg Permit A four-nlex
Town of Queensbury-Dept of Community Development,742 1
(518)761.8256 -
A permit must be obtained before beginning construction. Permit File No l
No inspection will be made until applicant has received a Foo Paid $
valid building permit. All applicants' spaces on this Roe.Fee Paid $
pplieation must be completed and must appear on the Reviewed By:
ppliaAtion form.
i .
Applicant Owner:
Address: -:Address: . s.. /.Sir .
Phone#�Slr ), -� e#( ) - i
DEC 0 9 2004
Property Loowon: Lot Number.=�LOQUI
e Number-I
SubdivisioaName: L� ESMSBU19x Map Number:,3�
E
0 N ew Buildin : residence /commercial Estimated Market Value of Construction:$ 0-0) a0'—`
g
o Addition: residence/ commercial 1£as Addition,what will use of now addition be?
o Alteration: residence/ comaueroial
o No change to exterior size: residonco/com'1
o Other work(describe )
Check OccupancyYnformation V Floor 2 Floor Other floor Total
Below sq.ft. sq.ft, sq.ft. Square Feet
o Single hndly dwelling
o Two f aril dwellia
Townhouse
o Multifamily dwellin
#of units
o Oface
o Mercantile
o Manufaatutin .
0 1 oar detached prage
0 2 car detached ME
O 3 car detached garage _
- 1 Cwv Cr^f 1 oar Attached garage on � &o i
��Sy 6� 0 2 oar attached gm go
U If O 3 car attached garage
o Storage building-
commercial
o Storage building-
residential
to Other
i
what is the proposed height of the structure feet inches
wild any second-hand or ungraded lumber be used? If so,for what? v
Type of Heating System electric i oil01P
i wood /forced hot air/ baseboard/other:
N=ber of Flregkees to be installed 3 Nunmber.of o6tovesto be installed X10
List below the person(s)responsible for supervision of work as regards to building codes:
Name Address. Phone Number
Builder s n or., y a
Plumber AY1 4 to 2�
MasonL-
Eleatrician ►-��o$ fLy
Deelaratia please sign bolow after you have carefully read the statement:
To the bost'of my knowledge the statements contained in this application,together with the plans and specifications
submitted,are a true and complete atatement of all proposed work to be,done on tho,deseribed promises and that all
ptovisions of the Building Code,the Zoning Ordinance end-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 it ctor of wilding and�;Codes,an Atilt Suagg,by a licensed surveyor;drawn to scale,showing actual
location of all °
Signature: J! 4 �' or,owner's agent,architect,contractor
DRAFT COPY
(3/21/03)
CHECKLJIST
NYS BUILDING'CODE (BC) Building: ���L G�
NYS FIRE CODE (FC) ,/�
NYS PLUMBING CODE (PC) Location: f,J�,; Gvt 40
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
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 BC402 33
Hi-Rise (75'Rule) BC-403 36'
Atriums SC-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
Note: *Non-separated occupancies impose the most restrictive requirements
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Page 1 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 OiC.
Maximum Stories BC-Table 503 72
Mezzanines BC-505 73
10. Sprinkler System (water) BC-903 168
Basement Sprinkler BC-903.2.10.1 170 r
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/Fir. x No. of
Stories up to 3 maximum)
13. Fire Apparatus Road FC-503.1 29
(150'rule) d. -P Req FC- W8.5� 3)
14. Exterior Walls
Distance Separation* BC-Table 602 82
Exterior Wall Openings BC-Table 704.8 87
Parapets BC-704.11 88
Exterior Wall Coverings' BC-Table 1405.2 257
Exterior Wall Finishes BC-Table 1406.2 261
Combustible
*Distance separations are doubled if fire fighting water is not available (FC-508.1.3).
NOTES;
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Page 2 of 10
No. Topic Code Page Required Actual
Section. No. or Allowed
15. Fire Rated-Construction �J
jcte
cidental Use_Areas -B_C_T_able 3-02.1.1_ 17
sory'=Qcc�ipanLy '8'C=302.2 __ 18 —
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 04-
r oW," P-C
O 16. Space l f ' C- /Z 8 25v tc z
Min. Rm. Dimensions BC-1207.1 251 O C
Min. Ceiling Height BC-1207.2 251
17. Ventilation (Nat. or Mech.) BC-1202.1 249 64,
18. Light(Nat. or Mech.) BC-1204.1 250 C�G�
19. Exits Rern0kACA- (g(_ lo0p/,LZ.1 9,18
Occupancy Load BC Table 1003.2.2.2 201 .
One Exit Permitted BC Table1005.2.2 224
Stair Enclosure BC-1005.3.2 224
Emergency Egress BC-1009.1 235
Distance of Travel BC-Table 1.004.2.4 .220
Aisle Width BC-1.004.3.1.1 221
Corridor Width BC-1004.3.2.2 221
Capacity of Exits (calc.)_ BC-Table 1003.2.3 202
Corridor Wall Fire Rating BC-Tabte1004.3.2.1 222
Corridor Dead End BC-1004.3.2.3 222
Door Width BC-1003.3.1.1 208
Door Swing BC-1003.3.1.2 208
Panic Hardware BC-1003.3.1.9 213
20. Stairs
Riser BC-1003.3.3.3 213 0�
Tread BC-1003.3.3.3 213
Width BC-1003.3.3.1 213
Headroom BC-1003.3.3.2 213
Vertical Rise BC-1003.3.3.E 215 ' .
Has,0Naiis.' BC-1003.3.3.11 215 a
s U 16o3 j3.2.1?-- ,2d
f'�r� use l2 KLoa'
�3 t`3C Ic�3.3,3(, ,zrs
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Page 3 of 10
No Topic Code Page Required Actual
Section No, or Allowed
21. Structural
Snow,�oading—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
Floor Loading BC Table 1607.1 291
Balcony Loading BC-Table 1607.1 291
Wind Loading (ca/c.) BC-1609 297
Roof
Wails
Windows
Seismic Loading (ca1c.) BC-1614 315
Foundation Depth BC-1805.2 398
22. Interior Finishes BC-Table 803.4 161 (3C_
23. Swimming Pools BC-3109 629
24. Sun Rooms BC Appendix 1 693
25. Electrical
Exit Lights or Signs BC-1003.2.10 203
Emergency Lights BC-1003.2.11.2 204 �J
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-1-107.6.1.1 241
#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
Supplemental HC Req'mts Appendix E 681
27. SPECIAL INSPECTIONS BC-1704 379
Notes:
s I f e Jmiq t.s
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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 Exfingushing 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+Zavef FC-907.4.1 W7•9 72,73
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
sei-edl FC-9o3.2,lu 1
29. Plumbing Code
Fixture Count ( (^ PC-Table 403.1 21
�VklnSS ���C„� JQ�UICt JlNI�C
Water 9M&
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
Backflow Prevention PC-Table 608A 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
'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
Ventilation Rates . MC-Table 403.3 24
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
Air Plenums MC-602 47
Fire&Smoke Dampers_ MC-607.5.1 52.
Combustion Air MC-701 55
Confined Spaces—Def.. MC 262 . 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. 503.5A 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:
*you)
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Page 6
UST OF CALCULATIONS THAT MAY BE REQUIRED FOR A COMPLETE CODE REVIEW.
1. Area 1perease Based Upon Frontage And Sprinkler Increase.
Frontage Increase: If= 100(F/P-0.25)W = Answer in %
30
Note: If= 75%when 4 sides accessible&water available
Allowable Area: A.=Aw.+ (A ,x )+ =Answer in Square Feet
(BC—Pg. 74) 100 100
2. Exit Capacity Calculations (Table 1003.2.3)(BC-Pg.202)
(Occupancy Load for Exit)x(Egress Width per Occupant)= (Required Width)
3. Snow Loading Calculations. (ASCE 7-98)(Eq. 7-1)(pg-69)&(Eq. 7-2)(pg-70)
(ASCE=American Society of Civil Engineers)
Pf=0.7C.CtIP9= Flat Roof Snow Load
Where: Pf= Flat Roof Snow Load (Calculated Above,Answer in#per SF)
Ce= Exposure Factor (BC Table 1608.3.1)(Pg. 297)
Ct=Thermal Factor (BC Table 1608.3.2)(Pg.297)
1 = Importance Factor (BC-Table 1604.5)(Pg. 287)
Pg= Ground Snow Load (BC Fig. 1608.2)(Pg. 296)
PS= CSPf= Sloped-Roof Snow Load
Where: PS= Sloped-Roof Snow Load
CS= Roof Slope Factor (ASCE 7-98)(Pg. 70)
4. Wind loading calculations. (Refer to Chapter 6 of ASCE 7-98)
5. Seismic Calculations. (See page 10 of this list)
6. COMCheck calculations (For verification of compliance with the Energy Code)
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Page 7 of 10
v
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i
8. GRADE PLANE: A reference plane representing the average of finished ground level
adjoining the building at exterior walls.Where the finished ground level slopes away from the
exterior walls, the reference plane shall be established by the lowest points within the area
between the building and the lot line or,where the lot line is more than 6 feet froni the building,
between the building and a point 6 feet from the building.
9. MEZZANINE: An intermediate level or levels_ between the floor and ceiling of any story with
an aggregate floor area of not more than 1/3rd of the area of the room or space in which the
level or levels are located. (Mezzanine area does not contribute to the building area or the
height in stories but does contribute to the rive area, aggregate area)..
10. SMOKE BARRIER: A continuous membrane, either vertical or horizontal, such as a wall.
floor, or ceiling assembly, that is designed and constructed to restrict the movement of smoke.
(Required to have a 1 hr. Are rating).
11. STORY ABOVE GRADE PLANE: Any story having its finished floor surface entirely above
grade plane, except that a basement shall be considered as a story above grade plane where
the finished surface of the floor above the basement is: 1. More than 6 feet above grade plane
or 2. More than 6 feet above the finished ground level for more than 50%of the total building
perimeter or 3. More than 12 feet above the finished ground level at any point.
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Page 9 of 10
Application for Permit=Septic Disposal System
Town of Queensbury 742 Bay Road Queensbury,NY 112804 (518) 761-8256
i1. OWNER INFORMATION: ..........................................................................................................
:
I I Office Use
Gv�y w� .
' Location of installation: f iI
File Permit No.
Tax Map No. 30a/ 00C/ —.abo — O(
Fee Paid
Owner's Name: L�ait�L5 G9,J557260C 17(2J
....... ......................................................................................... ......................
Address: 3
2. INSTALLER'S NAME �� �� I PHONE NO' �
3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#!bedroo f(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 I i
1
Garbage Grinder Installed yes_ / no
Spa or Hot Tub Installed yes / no
4 _UEV
4: PARCEL INFORMATION: (circle applicable information&.indicate measurements)
Topgaaphy Soil Nature Ground Water Bedrock or Imperviousf Material . Do Water Supply
san at what depth at what depth I trip
Rolling oam feet 70 feet well
Steep slope clay if well;water"supp'ly
_%slope other from any septic-system
depth: I absorption is ft.
other
Percolation Test: (To be completed by licensed professional engineer or archi ect)
Rate: minute per inch
I5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systeL must be designed by a licensed
professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size
of the septic tank and leach field for each Garbage Grinder, Spa or Whirlpool Tub.
Septic Tank: gallon(min. size 1,000 gal)
'I Tile Field: each trench ft. Total System Length: I ft. ,��UL" j
Seepage Pit(s): number of 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) I V
Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons
Note: Alarm System and associated electrical work must be inspected b�' a Town approved
electrical inspection agency.
7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read)
l
For your protection,please note that pursuant to Section 136-29 of;the Code of the Town
of Queensbury, any permit or approval granted whicli 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 ith respect to this application and agree to abide by these and all
requirements of the Town f Queensbury Sanitary Sewage Disposal Ordinance.
Cx
Sign u e f k1sponsible person Da e
'I'nwn of ��ucc•at�Iniry
St;wt:9•si a>»cl �Cw' ge Disposal (Ilta��t�•:•
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Queensbury Building & Code Enforcement - Reside ial . 'nal Inspection
Office No. (518)761-8256 Arrive: pm� D art: am/
Date Inspection request received: Inspectorls: J
NAME: �tp�(`�� �SZt�: �,'z �'-1� �� IT#: 1i-
LOCATION: t h L) llAl J✓: Z
TYPE OF STRUCTURE:
Comments
Ye No N/A
Building Number/Address visible from road
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 6 inches
Roof Complete/Exterior Finish Complete
Platform at all exterior doors
Guards at stairs,decks,patios more than 30 inches above grade
Guard at stairwell at 34 inches or more
Guard at deck,porebes 36 inches or more
Handrail Termination at Newell Post or Wall
Interior/Exterior Railings 34 inches to 38 inches
Interior Handrails @ stairs 2 or more risers
Grade away from foundation 6 inches with 10 feet
6 inch clearance to sill plate _
Gas Valve shut-off exposed/regulator 18 inches above grade
Interior privacy/trim/doors/main entrance 36 inches
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells safety glazing
Interior Smoke Det ctors:
Every level: Every Bedro4 /
Outside every bedroom�rea: ,/ /
Inter Connected: Battery backup:
Carbon Monoxide Detector
Attic access 30 inches x 22 inches x 30 inches(height)in accessible area
Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents
Bathroom Fans,if no window
Plumbing fixtures a
Foundation insulation
Floor truss,draft stop2ing finished basement 1,000 s .ft.
Emergency egress below grade
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnace area
Furnace/Hot Water Heater operating
Low water shut-off boiler
Relief Valve(s)installed/Heat Trap/Water Tern 110
Enclosed Stairs Sheetrock Underside minimum%z"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/3/a hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Final Electrical
Final Surve Plot Plan
As Built Septic System/Sewer Dept.Inspection Sticker
Site Plan /Variance required
Flood Plain Certification,if required
Okay to issue C/C or C/0 [Temporary/Permanent]
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc '
Queensbury Building & Code Enforcement - Residential F' 1 Inspection
Office No.(518)761-8256 Arrive:q,Ll a inep j}`: a in
Date Inspection request received: Inspector's Initia .
NAME: _ �� RMIT#: Z — 4-
LOCATION: ' ATE: —QLQ
TYPE OF STRUCTURE:
Comments
Yes No N/A
Building Number/Address visible from road
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 6 inches
Roof Complete/Exterior Finish Complete
PIatform at all exterior doors
Guards at stairs,decks,patios more than 30 inches above grade
Guard at stairwell at 34 inches or more
Guard at deck,porches 36 inches or more
Handrail Termination at Newell Post or Wall
Interior/Exterior Railings 34 inches to 38 inches
Interior Handrails @ stairs 2 or more risers
Grade away from foundation 6 inches with 10 feet
6 inch clearance to sill plate _
Gas Valve shut-off exposed/regulator 18 inches above grade
Interior privacy/trim/doors/main entrance 36 inches
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells safety glazing
Interior Smoke De actors: /
Every level: / Every Bedrpom: J /
Outside every bedroom rea: �
Inter Connected: Battery backup:
Carbon Monoxide Detector
Attic access 30 inches x 22 inches x 30 inches(height)in accessible area
Crawl Spaces 18 inch x 24 inch access, 1 s . ft,150 s .ft.vents vIL
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 s .ft.
Emergency egress below grade
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnace area
Furnace/Hot Water Heater operating
Low water shut-off boiler
Relief Valve(s)installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum'/2"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/3/a hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Final Electrical
Final Survey Plot Plan /
As Built Septic System/Sewer Dept.Inspection Sticker
Site Plan /Variance required
Flood Plain Certification,if required /
Okay to issue C/C or C/0 [Temporary/Permanent] /
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residentia Fina spection Form revised 100405.doe
COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.
Main Office 176 Doe Run Road-Manheim,PA 17545
MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL
u 94376 Permit No.. �',.�.,1.,...,...... .....Cert. Nam_ Cut-in Card No.....................................
Owner................. /�`�ti� I�i
.................................................................................................................................................
Location... ?Z1 .. iL "
.........
..
Installation Consisting of..7W V /..............................
...................................................................................................................................................................................
InstalledBy.... .. Z11....................................................................Lic.No...................................................
The conditions following governed the issuance of this certificate,and any certificate previously issued is
cancelled:-
This certificate only covers the electrical equipment and installation conditions as of date. Upon the
introduction of additional equipment or alterations,application shall be promptly made for inspection.
Inspectors of this Company shall have the privilege of maki ) spections at any time, and if its
rules are pviolated,the Company shall have the right to a ke t i ce Pica
Date....!. `"Q 1`............. INSPECTOR..................... ........................................................................
..... ......
M-h-N FP A__I_A_F._1_
i
Septic Inspection Report
Office No. (518) 761-8256 Date'Ins ion r u eiv
Queensbury Building &Code Enforcement Arrive: a part:— ( m
742 Bay Rd.,Queensbury, NY 12804 Inspector's Initials:
NAME: Q P R IT NO.: -79 L
LOCATION: O G3 N ECT ON: 77
RECHECK:
Comments and/or diagram
Soil TypeSa m Clay
Type of Water: unici al Well Water
Waterline se ra on i nce
Well separation distance ft.
Other wells: ft,
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone. k.
Seeoge Pits: Number
Size:
Stone Size:
Piping Size Type
Building to tank nE
Tank to Distribution Box L 0
Distribution Box to Field Pit tlt I%
Opening Sealed: Y I N&Vartial
End Ca
Inlet/Outlet Pipes&Baffles Y N
Location/Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft
Conforms as per Plot Plan Y
Engineer Re rt and As-Built I Y N
Location of System on Property:
Front Rear Left Side Right Side
Middle Front Middle Rear
System Us tatu
Approved
Partial Approved and needs to be re-inspected, please call the Building &Codes Office
Disapproved
Last revised 021006
Last revised 1/6/05
Septic Inspection Report
C /
Office No. (518) 761-8256 Date Inspecti request re i d•
Queensbury Building&Code Enforcement Arrive: am/pm art: '> arpn-/
742 Bay Rd., Queensbury,NAY 12804 Inspector's itials:
NAME: PE> PE IT NO.: DU —
LOCATION: 3 M f. /���G SPECT ON:
RECHECK:
Comments and/or diagram
Soil Type: Sand/Loam/Clay
Type of Water: Municipal/Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells.
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank
Tank to Distribution Box
Distribution Box to Field/Pit
Opening Sealed: Y/N/Partial
End Caps
Location/Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan _Y N
Engineer Report and As-Built Y N
Location of System on Property:
Front Rear Left Side Right Side
Middle Front Middle Rear
System Use State :
Approved
Partial Approved and needs to be re-inspected,please call the Building& Codes Office
Disapproved
Last revised 116105
Septic Inspection Report
Office No.(518)761-8256 Date InspectiIreest r c ived• �� 7 �Queensbury Building&Code Enforcement Arrive: /p art: "' a m742 Bay Rd., Queensbury,NY 12804 Inspector's InNAME: � l �� C0�S MIT NO.: C2� - 'Vi
LOCATION: !344 11j / SPECT ON: it
RECHECK: e.
4 tuk I .
Comments and/or Laram,
Soil Typ : San beam/Clay
Type of ater: Municipal/Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Abso tion Field: Total length ft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone
'Seepage Pits: Number
Size, x
-Stone Size:
Pipiog Size Type
.:Building to tank i4di
Tank to Distribution Box c� ' _
Distribution Box to Field/Pit
Opening Sealed: Y
End Caps
Location/Separations
Foundation to tank ft.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan _Y
Engineer Report and As-Built Y V N
Location of System on Property:
Front Rear Left Side Right Side
Middle Front Middle Rear
System Use Status:
proved
Partial Approved and needs to be re-inspected,please call the Building&Codes Office
E2Disapproved
Last revised 1/6/05
Septic Inspection Report
Office No. (518)761-8256 Date Inspection request received: 0 3�4
Queensbury Building&Code Enforcement Arrive: am/pni D rt: m/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:rb "
NAME: -- c PERMIT NO.: a
LOCATION: INSPECT ON o a c�
RECHECK:
Comments and/or diagram
Soil Type: Sand/Loam/Clay
Type of Water: Municipal/Well Water
Waterline separation distance ft.
Well separation distance ft.
Other wells: ft.
Absorption Field: Total length ft.
Length of each trench ft.
Depth of trenches ft.
Size of Stone
Seepage Pits: Number
Size: x
Stone Size:
Piping Size Type
Building to tank c�
Tank to Distribution Box
Distribution Box to Field/Pit
Opening Sealed: Y/N/Partial
End Caps
Location/Separations
Foundation to tank tt9 L-?--3.
Foundation to absorption ft.
Separation of Pits ft.
Conforms as per Plot Plan Y N
Engineer Report and As-Built Y N
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
Last revised 116105
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection.ee#c. D
Queensbury Building &Code Enforcement Arrive: epart: = Da pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initia/ ICL� lNAME: ( j�2_t.1 1`�5 � D 4 ^ cj t
LOCATION: lll,l�l,�r`l — LLQVV INSPECT ON: � O
TYPE OF STRUCTURE: _
Comments
y N N/A
a
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for /!
providing protection from freezing - 1]
for 48 hours following the placement `
of the concrete. �,�L
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper '
Foundation Insulation hnterior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
LASueHemingway\Building.Codes.Inspec tion.FURMSToundation Inspection Report.doc January 28,2003
t
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection re est ec v d:
Queensbury Building &Code Enforcement Arrive: a pm Depart: m
742 Bay Rd., Queensbury, NY 12804 Inspector's Initia s: i
NAME: W P IT#: __ `-
LOCATION: t ti ►i} 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 Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
1 c width ��
inches above footing /
6 mil poly for wet areas under slab G�
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R- 1 X--- ? PEA
Rough Grade 6 inch drop within 10 ft.
L:\SueHemingway\Building.Codes.Inspection.FORNIS\Foundation Inspection Report.doc January 28,2003
Rough Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection reques re iv
Queensbury Building & Code Enforcement Arrive: a /p a rt: , a m
742 Bay Road, Queensbury, NY 12804 Inspector's Initial
NAME:_ e PER #:
LOCATION: I P CT ON:
TYPE OF STRUCTURE:
YY N N/A
Rough Plumbing / Nail Plates
Plumbing Vent / Vents in Place 1
1 1/2 inch minimum Drain Size
Washing Machine Drain 2 inch minimum
Cleanout every 100 feet / change of direction
Pressure Test
Drain / Vent
Air/ Head
5 P.S.I. or 10 ft. above highest connection for 15 minutes
Pressure Test
Water Supply Piping
Air / Head
50 .S.I for 15 minutes
sulation / Residential Check/ Commercial Check
Proper Vent Attic Vent
Duct / Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply.for Furnace
Duct work sealed properly / No duct tape /
COMMENTS:
UJ
LAPam Wliiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005
Rough Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection requ nl. r
ceiQueensbury Building & Code Enforcement Arrive: epart:
742 Bay Road, Queensbury, NY 12804 Inspector's Initi `
NAME: '�Svr� �c PER TT #: Co q -9,/q
LOCATION: INSPECT ON.
TYPE OF STRUCTURE:
y N N/A
ou h Plumbing / Nail Plates
Plumbing Vent/ Vents in Place
1 1/2 inch minimum Drain Size
Washing Machine Drain 2 inch minimum
Cleanout every 100 feet / change of direction
Pressure Test
Drain / Vent
Air/ Head C�>0 to
5 P.S.I. or 10 ft. above highest connection for 15 minutes
Pressure Test
Water Supply Piping r t c
Air/ ad
5 .S.I for 15 minutes
arJl,
nsulation / Residential Check / Commercial Check
Proper Vent Attic Vent
Duct / Hot Water Piping Insulation
If required unheated spaces Z�Q
Combustion Air Supply for Furnace
Duct work sealed properly / No duct toe
COMMENTS:
LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005
7- ` ��
Rough Plumbing ` Insulatio spection Report
Office No. (518) 761-8256 Date Inspection requeregeive8: .�
Queensbury Building & Code Enforcement Arrive: ayn/pm /%Depart:
742 Bay Road, Queensburyy, NY 12804 Inspector's Initials:-�_
NAME: 9�Q_ls er-1 V PERM-IT #: C?14- ,, 9,
LOCATIO : INSPECT ON: zf S
TYPE OF STRUCTURE,: )•r\.z SE
}
Y N N/A
Rough Plumbing / Nail Plates
Plumbing Vent/ Vents in Place
1 1/2 inch minimum Drain Size
Washing Machine Drain 2 inch minimum i.
Cleanout every 100 feet / change of direction /
Pressure Test v r �
Drain / Vent
Air/ Head v
5 P.S.I. or 10 ft. above highest connection for 15 minutes
Pressure Test
Water Supply Piping
Air / ead
\ 5 .S.I for 15 minutes
46sulation / 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 / No duct tape
COMMENTS:
LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003,doc Revised February 15,2005
PzAj
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection re ues r eiv d:
Queensbury Building& Code Enforcement Arrive: _ n/p epart: �am/
742 Bay Road, Queensbury, NY 12804 Inspector's Initial
NAME: C LAB `I 151' GC-L f/1S PERMIT#:
LOCATION: e4L INSPECT ON: '3 l 31
TYPE OF STRUCTURE:
1314
Y I N N/A.
Framing COMMENTS
d
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams .✓ t � .D��
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
irestoppin
Penetration sealed �V 7c)P
16 inch insulation in cavity min. Cx�A LL- C, L 6
Garage Fire Separation TVL� fj ABC
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.FORM S\Frarning Firestopping Inspection Report.doc January 28,2003
Rough Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection request .,iv d 3 s
Queensbury Building & Code Enforcement Arrive: a p epart: a pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initial
NAME: � n � C �� PE IT #: o
LOCATION: h'1bt� PECT ON: 31 of
TYPE OF STRUCTURE:
Y N N/A
Cl�o-ugh-PfumbbcNail Plates
Plumbing Vent / Vents in Place
1 1/2 inch minimum Drain Size
Washing Machine Drain 2 inch minimum
Cleanout every 100 feet/ change of direction
Pressure Test z K�D Fie �1vL`�
Drain / Vent
Air Head
S.I. or 10 ft. above highest connection for 15 minutes
Pressure Test
Water Supply Piping
Air / Head
50 P.S.I for 15 minutes
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 / No duct tape
COMMENTS:
LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005
Rough Plumbing ` Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection request' ce ve -�
Queensbury Building & Code Enforcement Arrive: are'/p C5 art: m/pm�
742 Bay Road, Queensbury, NY 12804 Inspector's Initia s:
NAME: —LAC PE T #:
LOCATION: SPECT ON: �,� o -
TYPE OF STRUCT RE: 1
Y lit N/A
min Nail Plates
Plumbing Vent n s in Place
1 1/2 inch minimum Drain Size
Washing Machine Drain 2 inch minimum
Cleanout every 100 feet / change of direction
Pressure Test J
Drain / Vent -
Air / Head
5 P.S.I. or 10 ft. above highest connection for 15 minutes %
s I`Pressure Test
Water Supply Piping
,� r/ Head /
.I for 15 minutes
Insulkti; %.:Residential Check / Commercial Check
Pro er Vent Attic Vent
Duct/ Hot Water Piping Insulation
If required unheated spaces
Combustion Air Supply for Furnace
Duct work sealed properly / No duct tape
COMMENTS. > -IN
LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request re e
Queensbury Building&Code Enforcement Arrive: n/pm�e rt: = a pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initia
NAME: PERMIT#:
q—
LOCATION: INSPECT ON:
TYPE OF STRUCTURE:
Framing Y N N/A COMMENTS
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12" O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 %2 (w) 16 gauge (8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
Anc r Bolts 6 ft. or less on center
,I e 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
LASueHemingw•ay\BuiIding.Codes.Inspection.FORMS\Framijig Firestopping Inspection Report.doc January 28,2003
Rough. Plumbing / Insulation Inspection Report
Office No. (518) 761-8256 Date Inspection reques eVe
Queensbury Building & Code Enforcement Arrive: a ( art: a p�
742 Bay Road, Queensbury, NY 12804 Inspector's Initials.
NAME: U PER T #:
LOCATION: INSPECT ON: ��—C -�
TYPE OF STRUCTURE:
a -
x N N/A
ou h Plumbing / Nail Plates
Plumbing Vent/ Vents in Place
1 1/2 inch minimum Drain Size
Washing Machine Drain 2 inch minimum
Cleanout every 100 feet / change of direction
Pressure Test
Drain / Vent
Air / Head
5 P.S.I. or 10 ft. above highest connection for 15 minutes
Pressure Test
Water Supply Piping
Air/ Head
50 P.S.I for 15 minutes
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 / No duct tape
COMMENTS:
LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005
Framing / Firestopping Inspection Report
l �
Office No. (518) 761-8256 Date Inspection reque t received:
Queensbury Building&Code Enforcement Arrive: a art: am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials:
` L/ PERMIT#: L
. NAME: V �Y
� f
LOCATION: INSPECT ON: —U�
TYPE OF STRUCTURE: O
Y N /A
Framing 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
,,,X and snow shield 24 inches Am all C,
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
I-ASueHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003
Framing / Firestoppmg Inspection Re ft
-
Office No. (518) 761-8256 Date Inspection requ st iv
Queensbury Building&Code Enforcement Arrive:1� m) m D art: =( a pm
742 Bay Road, Queensb"ury,NY 12804 Inspector's Initials: E
NAME: P RMIT#: C
LOCATION: i " c l c z 6 rm ) SPECT ON:
TYPE OF STRUC ('j c�
Y N N/A COMMENTS
,Framing
Jack Studs/Headers
Bracing/Bridging 1 ISjT-prLL ; /
Joist hangers
Jack Posts/Main Beams ,� n Ibc J.bb-�-)
Exterior sheeting nailed properly
12".O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 %z(w) 16 gauge (8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center 1
Ice and snow shield 24 inches from wall
' ! Fire separation 1,2,3 hour ��
Fire wall 2, 3,4 hour �WTC� - ST�V-� (_p`
Firestopping C-vv�V-lj
Penetration sealed _
16 inch insulation in cavity min. '— t381 R-LL 'J
Garage Fire Separation
House side '/2 inch or 5/8 inch Type X ��`� �-1 l.�C� l ti VE-
Garage side 5/8 inch Type X �►�15L _
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H) UJO LAC
20 in. (W) T\��Lj tS �Fl� 1tiJ
5.7 sf above/below grade
5.0 sf grade
�a-
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: ani/p �ep : am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials: JX�
0 1 ,
NAME: PERMIT#: `
LOCATION: NSPECT ON: r
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 %z (w) 16 gauge (8) 16D nails each side _Draft stopping 1,000 sq.'ft. floor trusses 4,411 A F o,v/_ 40 ,6j
Anchor Bolts 6 ft. or less on center
ce an ow hield 2 ches from wall
r
Fire separation 1, 2, 3 hour
Fire wall 2, 3, 4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side % inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
LASueHcrningway\13uilding.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003
I I . 'A
`N vo
Foundation Inspection Report [[[
Office No. (518) 761-8256 Date Inspection re ec e
Queensbury Building &Code Enforcement Arrive: p Depart: _ % nV
742 Bay Rd., Queensbury,NY 12804 Inspector's Initi 9
NAME: l _ QQ _ RMIT#: _ o
LOCATION: INSPECT ON: — --
TYPE OF STRUCTURE:
Comments
Y N NIA
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing Q
for 48 hours following the placement �O`
of the concrete.
Materials for this purpose on site.
Foundation/ ITpour
einfor ment in Place
ndation Dampproofing
Foundation/Waterproofing
ype 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 _
ackfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
/0 --0/o—
Foundation Inspection Report
?-J
Office No. (518) 761-8256 Date Inspection requq/
est recee
ei
Queensbury Building &Code Enforcement Arrive: am%prl ., '; :/ Depart: ,Da p
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials r
NAME: '{Z y-} K LL C. P1ERMIT#: G
LOCATION: Y INSPECT ON:
TYPE OF STRUCTURE:
Comments
--- X N NIN
Footings
Piers —
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing f f
for 48 hours following the placement
of the concrete.
Materials for this purpose on site. /
Foundation/Wallpour
e
Reinforcement in Place
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight orSump
Footing Drain Stone. 1
12 inch width
6 inches above footing
6 mil poly for t areas under slab _
Backfill Approi al'
Plumbing Urider Slab
3.J
PVC/Cas //Copper
Foundation Insulation Interior/Exterior
R- _
Rough Grade 6 inch drop within 10 ft.
L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection re u st r ceived G
Queensbury Building &Code Enforcement Arrive: m/p Depart: Z". an `
742 Bay Rd., Queensbury, NY 12804 Inspector's Init
NAME: Ull��e1�t�. �� —
T�_ PERMIT#: _
LOCATION: ,III`TSPECT ON:
TYPE OF STR TURE: lC
v A
' Comments
r'
Y 1-T: ; N/A
Footingsa
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.',- '
Foundatic3n 1pour
Reinforcement in Place
Foundation Dampproofing
Foundation/ ter ro kj Y,y;
Type f Damp roofi oofing
Footing ay ight'o7Sump
Footing Drain Stone / LtL�
12 inch width L - J �
V �
6 inches above;footing
6 mil of forw°et areas under slab
�f
Backfill Appro�a
oAl
Plumbing Uncle'Slab
A"
PVC/Cast,'/` pper
P� I
Foundationtisulation Interior/Exterior
R- ! l
Rough Grade 6 inch drop within 10 ft.
I:\SueHemingway\Building.Codes.InspectionTORNIS\t'oundation Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection r fe?led: / D S�
Queensbury Building &Code Enforcement Arrive: r a De art. _ an ' 7
742 Bay Rd., Queensbury, NY 12804 Inspector's Initia s
NAME: 1�� _ r�G P IT#:
LOCATION: ' SPECT ON:
TYPE OF STRUCTURE:J 1�tfomments
�
Y N N/A
r,ootrigs
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 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.
I,:\SueHemingway\Buil ding.Codes.Inspcction.F0RMS\Foundation Inspection Report.doc danuaiy 23,2003
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection re est rec '
Queensbury Building &Code Enforcement Arrive: m/pm Depart:
742 Bay Rd., Queensbury,NY 12804 Inspector's Initia s:
NAME: �S ",Jl PERMIT#: "
LOCATION: INSPECT ON: l ', `' ,c�, :2 .Q r'y)
TYPE OF STRUCTURE:
��► :�
� Comments
Y N
�j"3
Footings
Piers }�
Monolithic Slab ` C !, j"�
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:
12inch 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.
I:tSueHemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003
,]AN 76 2005 4: 12PM HP L19SERJET 3200 P. 1
ENGINEERING, P.C.
169 HaAland Road, Queensbury,NY 12804
Phone-5.18-745-4400 Fax -518-792-8511
January 6, 2005
Job #47320
Mr. Dave Hatin VIA FAX—745-4437 �E �'°"
Town of Queensbury LNO
742 Bay Road
Queensbury,NY 12804 2
Z SB RYRE: Western Reserve Apartments COD
Basement floor elevations
Dear Dave:
This is to inform you that the bottom of footings for the new apartment buildings at the Western
Reserve development on West Mt. Road are at an elevation of 473 feet. This is well above the
seasonal high groundwater elevation. Although test pits shown on the apartment site plan only
went to elevation 473, an adjacent test pit for the housing subdivision went to elevation 465
without encountering groundwater.
Please call me if you have any questions.-
Si c y,
Thomas W. Nace, P.E.
Fax copy: Mickey Hayes-792-9162
JRN 06 2005 4: 12PM HP LnSERJET 3200 P• 1 `
!NACE ENGINEERING, P.C.
169 Haviland Road,Queensbury, NY 12804
Phone-518'745-4400 Fax -518-792-8511
January 6, 2005
Job #47320
Mr. Dave Hatin VIA FAX—745-4437 RSC°-I, s
Town of Queensbury V'�
742 Bay Road l Al
Queensbury, NY 12804 0 TOWN pF G?U� SBRE: Western Reserve Apartments BUILDING qN CpDY
Basement floor elevations
Dear Dave:
This is to inform you that the bottom of footings for the new apartment buildings at the Western
Reserve development on West Mt. Road are at an elevation of 473 feet. This is well above the
seasonal high groundwater elevation, Although test pits shown on the apartment site plan only
went to elevation 473, an adjacent test pit for the housing subdivision went to elevation 465
without encountering groundwater.
Please call me if you have any questions.
Si c y,
Thomas W. Nace, P.E.
Fax copy: Mickey Hayes- 792-9162
a0b �� 7
CIA
� 31
_ -2005 03:16 From:VISION ENG & CONST 5187929264 .-To:7454437 P..1 5
- r �
FAX TRANSMITTAL
VISION"ifterinq prtd Consiry0ion,LLG
10 Kimberly Lane
nuuonsbury.NY 12804
P/F(518)792-9264
DATE: January 6, 2005 PROJECT: West Mtn Apts
TO: Mickey Hayes RE: Foundation Revisions
CO: Hayes Construction.Group
FAX #: 792-9162 PAGES: 5
(INCLUDING TRANSMITTAL)
REMARKS:
As requested I have modified the 4-pleX and 3-plex plans to include the optional construction of frost
protected shallow foundations according to the Residential Bldg.Code of NYS. The full set of plans
will now have a Drawing 5A and 56 showing the two alternatives. I will hand deliver the Energy Code
Certifications to the Town for this option due to changes. Please call if you have any questions.
-CFO O�P5
Sent By: Daniel W. Ryan, P.E.
To =
CC: Dave Hatin -Town of Queensbury 745-4437
Pl 0 Build
"Let's xtrirt platutln�;,yoan ■ D si rn ur./ern/eet tndaty!"
10 m
m
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c,
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SHEATHING TOP OF FOOTING
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RJMD INSULATION
(SEE PLAN FOR
DIMS AND R.--VALUES)
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MINIMUM INSULATION REQUIREMENTS FOR FROST-PROTECTED F011TINGS
AIR FREEZING INDEX VERTICAL INSULATION HORIZ, INSULATION R-VALUE HORIZ, INSULATION DIMENSIONS' (IN.)
(F-DAYS) R—VALUE ALONG WALLS AT CORNERS A B C
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VISION ENGINEERING AND CONSTRUCTION, LLC.
10 Kimberly Lane Phone:.(518)792-9264
Queensbury,NY 12804 Cell:(518) 361-2618
1 �ti E"
CALCULATION COVER PAGE
DATE: December 7, 2004
. DEC 1 7 2004
TOWN OF QUEENSBURY
CALCULATIONS BY: Daniel W. Ryan BUILDING AND CODE
PROJECT: 3 or 4-Plex
LOCATION: Queensbury, NY
COMPANY:'Hayes Construction Group
DESCRIPTION:
Enclosed are the structural calculations for the above referenced project. Design is based on
The Building Code of New York State. Calculations include gravity loads, wind loads, and
seismic loads.
Live Loads: 40 psf Dwelling Units
100 psf Stairs
Snow Load: 50 psf Sloped roof
Unbalanced snow loading; 150% one side
Wind Load; Basic Wind Speed = 90 mph
Exposure B
Mean Roof Ht= 25 ft.
Seismic Load: Use Group I
Site Class_D (by default; no geotechnical.report)
Seismic Design Category- C
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Wood Stud Design
Member Size tiF No.1/2 SPF
Fc= k psi c
E M ksi Ke 3
Kcie
Cf
Fc = 1265 psi
Strong Axis: d= N
µin Max Ht Stud= 22.9 ft
w= 16, 1in During Const= 34.4 ft
Column Le Fce Cp 2x6 (2) 2x6 (3) 2x6_ (4) 2x6
2 22057 0.99 10312 20625 30937 41249
3 9803 0.97 . 10145 20290 30436 40581
4 5514 0.95 9887 19774 29661 39549
5 3529 0.91 9513 19026 28539 38052
6 2451 0.86 8995 17989 26984 35979
7 1801 0.80 8319 16638 . 24956 33275
8 1379 ' 0.72 7513 15025 22538 30050
9 1089 0.64 6650 13300 19950 26601
10 882 0.56 5815 11631 17446 23261
Weak Axis: d=Ff4
� in Max Ht Stud= 6.3 ft
w= p," in During Const= 9.4 ft
Column Le Fce Cp 2x6 (2) 2x6 (3) 2x6 (4) 2x6
2 1641 0.77 8062 9674 14511 19348
3 729 0.49 5062 6074 9112 12149
4 410 0.30 3118 3742 5613 7483
5 263 0.20 2064 2477 3715 4953
6 182 0.14 1457 1748 2622 3496
7 134 0.10 1080' 1296 1944 2592
8 103 0.08 832 998 1497 1996
9 81 0.06 660 791 1187 1583
10 66 0.05 536 643 964 1285
Wood Stud Design
Member Sizes° j"i7 No.1/2 SPF
Fc ',. �`4 , psi c= 0�
E �, ksi Ke=j
f
Cd . Kce=
Cf '._s Fc*= 1455 psi
Strong Axis: d ; �
�, ` in Max Ht Stud= 22.9 ft
t.
in During Cbnst= 34.4 ft
Column Le Fce Cp 2x6 (2) 2x6 (3) 2x6 (4) 2x6
2 22057 0.99 11837 23674 35511 47348
3 9803 0.97 11612 23225 34837 46449
4 5514 0.94 11261 22522 33782 45043
5 3529 0.90 10745 21490 32234 42979
6 2451 0.84 10028 20056 30084 40113
7 1801 0.76 9111 18222 27333 36445
8 1379 0.67 8066 16133 24199 32266
9 1089 0.58 7014 14028 21041 28055
10 882 0.50 6049 12099 18148 24197
Weak Axis: d=INFR ' in Max Ht Stud= 6.3 ft
W= in
t.tc • During Const= 9.4 ft
Column Le Fce Cp 2x6 (2) 2x6 (3) 2x6 (4) 2x6
2 1641 0.73 8771 10526 15789 21052
3 729 0.43 5214 6257 9386 12515
4 410 0.26 3158 3790 5685 7580
5 263 0.17 2079 2494 3741 4989
6 182 0.12 1463 1756 2634 3512
7 134 0.09 1083 1300 1950 2600
8 103 0.07 834 1000 1500 2000
9 81 0.06 661 793 1189 1586
10 66 0.04 536 644 965 1287
Wood Stud Design
Member Size No.1/2 SPF
Fc r rt +x psi C= `
E �� ksi Ke= ri r
Cd � " J
Kce= r :
Cf Fc*= 1323 psi
Strong Axis: d in Max Ht;Stud= 14.6 ft
W ¢ ,r ' '' in During Const= 21.9 ft
Column Le Fce Cp 2x4 (2) 2x4 (3) 2x4 (4) 2x4
2 8932 0.97 6718 13437 20155 26874
3 3970 0.92 6380 12760 19141 25521
4 2233 0.84 5805 11609 17414 23219
5 1429 0.72 4979 9958 14937 19916
6 992 0.59 4064 8127 12191 16254
7 729 0.47 3254 6508 9762 13016
8 558 0.38 2615 5230 7845 10460
9 441 0.31 2128 4255 6383 8511
10 357 0.25 1757 3514 5270 7027
Weak Axis: d �, in Max Ht Stud= 6.3 ft
W �_t in During Const= 9.4 ft
Column Le Fce CO 2x4 (2) 2x4 (3) 2x4 (4) 2x4
2 1641 0.76 5275 6331 9496 12661
3 729 0.47 3254 3905 5857 7810
4 410 0.29 1993 2391 3587 4783
5 263 0.19 1317 1580 2370 3160
6 182 0.13 928 1114 1671 2228
7 134 0.10 688 8261 1238 1651
8 103 0.08 530 636 953 1271
9 81 0.06 420 504 756 1008
10 66 0.05 341 409 614 818
Wood Stud Design
Member Size: No.1/2 SPF
Fc 3. Y psi cgw
-
E ksi Ke` � .
Cd Kce4 'wws
Cf= Fe= 1521.. psi
Strong Axis: d in Max Ht Stud= 14.6 ft
wx 'in During Const= 21.9 ft
Column Le Fce Cp 2x4 (2)2x4 (3) 2x4 (4) 2x4
2 8932 0.96 7683 15367 23050 30734
3 3970 0.90 7219 14439 21658 28878
4 2233 0.80 6426 12852 19277 25703
5 1429 0.67 5343 10685 16028 21370
6 992 0.53 4246 8492 12738 16984
7 729 0.42 3346 6691 10037 13382
8 558 0.33 2664 5328 7992 10656
9 441 0.27 2156 4312 6469 8625
10 357 0.22 1774 3549 5323 7098
Weak Axis: Max Ht Stud= 6.3 ft
w-:a .. in During Const= 9.4 ft
Column Le Fce Cp 2x4 (2) 2x4 (3) 2x4 (4) 2x4
2 1641 0.72 5721 6865 10298 13731
3 729 0.42 3346 4015 6022 8029
4 410 0.25 2017 2420 3631 4841
5 263 0.17 1325 1590 2386 3181
6 182 0.12 932 1119 1678 2238
7 134 0.09 690 828 1242 1656
8 103 0.07 531 637 955 1274
9 81 0.05 421 505 757 1010
10 66 0.04 341 410 615 820
160 SHEET',
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L.` FIGURE 1609.6(3)
STRUCTURAL DESIGN
ENO�*16 A•E; w�ND +a(c5 v� �`+Blrli4��
WINDWARD ROOF
LEEWARD ROOF
VE,
9: VERTICAL
ev i
74 o a
F. w
9. 9 � o_ e z
c�
' W
TRANSVERSE ELEVATION
7 -(o=7 z —6•$
WINDWARD ROOF
' LEEWARD ROOF
VERTICAL
rls 2vr-E
Q N W
` S L
U2 r U2
L
LONGITUDINAL ELEVATION
FIGURE 1609.6(3)
APPLICATION OF MAIN WINDFORCE-RESISTING SYSTEM(MWFRS)
LOADS FOR SIMPLE DIAPHRAGM BUILDINGS
309
BUILDING CODE OF NEW YORK STATE
0
^� TABLE 1609.6.2.1(1) 17,
W
MAIN WINDFORCE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH MEAN ROOF HEIGHT OF m
30 FEET LOCATED IN EXPOSURE Be
0
HORIZONTAL LOADSb VERTICAL LOADS MAXIMUM HORIZONTAL WALL LOADSd v7
bt
Windward
Wind Load Root Angle End Zone Interior Zone End Zone Interior Zone Overhang Zone
Velocity Direction
Windward Leeward Windward Leeward End Interior
roof° roof roof root zone zone 1E 4E 1 4
Well Root° Well Roof`
o to S 11.5 5.9 7.6 -3.5 -13.8 -7.8 -9.6 -6.1 -20.6. -16.4 8.7 -6.7 6.4 -5.2
Transverse 20' 15.9 -42 10.6 -2.3 -13.8 -9.6 -9.6 -7.3 -20.6 -16.4 10.8 -9.0 7,8 -6.7
85
30'<ertgfe s 45' 129 8.8 10.2 7.0 5.0 -7.8 4,3 -6.7 -5.8 -6S 9.6 -7.3 8.2 -6.1
Longitudinal All angles 11.5 5.9 7.6 .3.5 •13.8 -7.8 1 -9.6 -6.1 j -20.6 -16.4 6.7 -6.7 6.4 -5.2
o to 5' 12.8 5.7 8.5 -4.0 -15.4 -8.8 -10.7 -6.8 -23.1 -18.4 9.8 -7.5 7.2 -5.8
Transverse 20' 17.6 -4.7 11.9 .2.8 -15.4 -10.7 -10.7 -8.1 -23.1 -18.4 12.1 -10.1 8.8 -7.5
90
30'<angle s 45' 14.4 9.9 11.5 7.9 5.6 -8.8 4.8 -7.5 -6.5 -7.3 10.7 -8.1 9.1 -6.8
Longitudinal All angles 12.8 -6.7 8.5 -4.0 -15.4 -8.8 -10.7 -6.8 -23.1 -18.4 9.8 -7.5 7.2 5.8
0 to 5' 15.9 -8.2 10.5 -4.9 -19.0 -10.8 -13.3 -8.4 •28.5 -22.7 12.0 -9.3 8.8 -7.2
Transverse 20' 22.0 -5.8 14.6 -32 -19.1 -13.3 -13.3 -10.1 -28.5 -22.7 14.9 -12.5 10.8 -9.3
100
30'<angle s 45' 17.8 12.2 14.2 9.8 6.9 -10.8 5.9 -9.3 -8.1 -9.0 13.3 -10.1 11.3 3.4
Longitudinal All angles 15.9 -8.2 10.5 -4.9 -19.1 -10.8 -13.3 -8.4 •28.5 -22.7 12.0 -9.3 8.8 -7.2
0 to 5' 17.5 -9.1 11.6 -6.4 -21.0 -11.9 -14.6 -9.2 -29.4 -23.0 13.3 -10.3 9.7 -7.9
Transverse 20' 24.2 •6.4 16.1 -3.6 -21.0 -%6 -14.6 -11.1 -29.4 -23.0 16.5 -13.8 11.9 -10.3
105
30'<angle a 45' 19.7 -13.4 15.6 10.8 7.6 -11.9 6.6 -10.3 -6.9 -7.9 14.6 -11.1 12.4 -9.2
Longitudinal• All angles 17.5 -9.1 11.6 -5.4 -21.0 A1.9 -14.6 -9.2 -29.4 -23.0 13.3 -10.3 9.7 -7.9
0 to T 19.2 -10.0 17-7 -5.9 -23.1 -13A -16.0 -10.1 -34.5 -275 14.6 -11.3 10.7 -8.7
Transverse 20' 26.6 -7.0 17.7 -3.9 -23.1 16.0 -16.0 -12.2 -34.5 -27.5 18.1 -15.1 13,1 -11.3
110
30'<angle a 45' 21.6 14.8 172 11.8 8.3 -13.1 7.2 -11.3 -9.8 -10.9 16.0 -122 13.7 -10.1
Longitudinal .Allangles 19.2 -10.0 12.7 5.9 -23.1 -13.1 -16.0 -10.1 -34.5 -27.5 14.6 -11.3 10.7 .8.7
0 to 5' 228 -11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 -41.1 -32.7 17.3 -13.4 12.7 -10.3
W Transverse 20' 31.6 -8.3 21.1 -4.6 -27.4 -19.1 -19.1 -14.5 -41.1 32.7 21.5 -18.0 15.6 -13.4
C 120
v 30'<angles45' 25.7 17.5 20.4 14.0 9.9 -15.6 8.6 -13.4 -11.6 -13.0 19.1 -14.5 16.2 -12.1
Z Longitudinal All angles 22.8 41.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 -41.1 -32.7 17.3 -13.4 12.7 -10.3
0 0 to 5 24.8 -12.9 16.4 -7.6 -29.8 -16.9 -20.7 -13.1 -41.7 32.6 18.8 •14.5 13.8 -11.2
O Transverse 20' 34.3 -9.1 22.9 -5.0 -29.8 -20.7 -20.7 -15.7 -41.7 -32.6 23.3 -19.5 16.9 -14.5
125
m0 3T<angle s 45' 27.9 19.1 22.2 15.2 10.7 -16.9 9.3 •14.5 -9.6 -11.2 20.7 -15.7 17.6 -13.1
n Longitudinal Allangles 24.8 -12.9 16.4 -7.6 -29.8 -16.9 -20.7 -13.1 -41.7 -32.6 18.8 -14.5 13.8 -11.2 C
z n
m o to 5' 26.8 -13.9 17.8 -8.2 -32.3 -16.3 -22.4 -14.2 -48.2 -38.4 20.4 -15.7 14.9 -12.1
-� 130 Transverse 20' 37.1 -9.8 24.7 -5.4 -32.2 -22.4 -22.4 -17.0 -48.2 38.4 25.2 -21.1 18.3 -15.7
O
77 30'<angle s 45' 30.1 20.6 24.0 16.5 11.6 -18.3 10.0 -15.7 -13.7 -15.2 22.4 -17.0 19.1 -14.2 r
NLongitudinal All angles 26.8 -13.9 17.8 -8.2 -32.2 -16.3 .22.4 .14.2 -48.2 -38.4 20.4 -15.7 14.9 -12.1 m
--1 N
'nl (Continued) Z
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to �
Z TABLE 1609.6.2.1(1)(Continued) I
SY
MAIN WINDFORCE-RESISTING STEM WIND LOADS FOR A BUILDING WITH MEAN ROOF HEIGHT OF c
0 30 FEET LOCATED IN EXPOSURE Ba y
0 t--
mo HORIZONTAL LOADS6 VERTICAL LOADS MAXIMUM HORIZONTAL WALL LOADSd -m
Wind Load Roof Angle End Zone Interior Zone End Zone Interior Zone Windward
Zone
Z Velocity Direction Z
RI Windward Leeward Windward Leeward End Interior
Wall Roof° Walt Roof` roof' roof roof roof zone zone tE 4E 1 4
'0 to 5' 31.1 -16.1 20.6 -9.6 37Z -21.2 -26.0 -16.4 -55.9 -44.5 23.6 -18.2 17.3 -14.0
Transverse 20' 43.0 -11A 28.7 -6.3 -37.3 -26.0 -26.0 -19.7 •55.9 -44.5 29.3 -24.5 21.2 -16.2
140
D 30'<angle s 45' 35.0 23.9 27,8 19.1 13,4 -21.2 11.7 •182 -15.6 -17.6 26.0 -19.7 22.1 -16.4
-I
IT Longitudinal All angles 31.1 -16.1 20.6 -9.6 -37.3 -21.2 26.0 -16.4 -55.9 -44.5 23.6 -10.2 17.3 -14.0
0 to 5' 33.3 -17.3 22.1 -10.3 40.1 -22.8 -27.9 -17.6 -56.1 -43.9 25.3 -19.6 18.6 -15.1
Transverse 20' 46.2 -12,2 30.8 -6.7 -40.1 -27.9 -27.9 -21.2 •56.1 -43.9 31.4 -26.3 22.8 -19.6
145
30''<angle s45' 37.5 25.6 28.8 20.5 14.4 -22.8 12.5 -19.6 -13.1 -15.1 27.9 -212 23.7 -17.6
Longitudinal All angles 33.3 -17.3 22.1 -10.3 -40.1 -22.6 .27.9 -17.6 -56.1 -43,9 25.3 -19.6 18.6 1 -15.1
0 to 5' 35.7 -185 23.7 -11.0 42.9 -24.4 -29.8 -18.9 -64.1 -51.1 27.1 -20.9 19.9 -16.1
Transverse 20'. 49.4 -13.0 32.9 -7.2 -42.9 -29.8 -29.8 -22.6 -64.1 -51.1 33.6 -28.1 24.4 -20.9
150
30'<angle s 45' 40.1 27.4 31.9 22.0 15.4 -24,4 13.4 -20.9 -18.2 -20,2 29.8 -22.6 25.4 -18.9
Longitudinal All angles 35.7 -18.5 23.7 -11.0 -42.9 -24.4 -29.8 -18.9 -64.1 51.1 27.1 -20.9 19.9 -16.1
0 to 5' 45.8 -23.8 30.4 -14.1 -55.1 -31.3 -38.3 -24.2 -77.1 -60.4 34.8 -26.9 25.6 -20.7
Transverse 20' 63A -16.7 42.3 -9.3 -55.1 38.3 -38.3 -29.1 -77.1 -60.4 432 -36.1 31.3 -26.9
170
30'<angle s 45" 51.5 352 41.0 282 19.8 -31.3 17.2 -26.9 -18.1 -20.7 38.3 -29.1 32.6 -24.2
Longitudinal All angles 45.8 -23.8 30.4 -14.1 -56.1 31.3 -38.3 -24.2 -77.1 -60.4 34.8 -26.9 25.6 -20.7
For SI: I foot=304.8 ram,I degree=0.01745 rad.
a.Presssures for roof angles between 5'and 20'and between 20'and 30'shall be interpolated from the table.
b.Pressures are the sum of the windward and leeward pressures and shall be applied to the windward elevation of the building in accordance with Figure 1609.6(l).
................................
c,If pressure is less than 0,use 0. "' ................"' ..........................
..._... ..
d."Max.Horizontal Wall Loads"are only for the design of wall elements which also support roof framing. As part of the MWFRS,these elements shall be designed for the interaction""of vertical and-
horizontal loads or have independent mechanisms for each load. For interaction design of walls as MWFRS,the vertical roof loads shall be the"Vertical Loads"from Table 1609.6.2.1(1),and the hor-
izontal loads shall be the"Max.Horizontal Wall Loads:' The zone loads shall be applied as shown in Figure 1609.6(l)and as follows: lE to the Windward Wall End Zone,4E to the Leeward Wall
End Zone,1 to the Windward Wall Interior Zone,and 4 to the Leeward Wall Interior Zone.
e.Note that there are two load conditions between 20'and 30'. Negative pressure from 20'to 30'shall be interpolated using a pressure value of 0 for 30'. Positive pressures between 25"and 30'shall
be interpolated using pressure value of0 for 25% .
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SEISMIC DESIGN CATEGORY
Project: PxX A e uax Job No. Date: b IF c- 'Zc=
Location: (2, tk--IBO�-6>ugd 11J°1 By: n Page:
Zip Code: l 'Z P q' Checked By:
Client: (- tIr"S acosi--ucm CIJ
IBC 2000
Design Parameter Code Ref Value
Seismic Use Group Table 1604.5
Site Class ( ) D=1��ut� To .> 1615.1.1 p
SS (MCE Spectral Accel. - Short Period) 1615.1
S, (MCE Spectral Accel. - 1 Sec. Period) 1615.1
Fa (Site Coefficient- Short Period) Table 1615.1.2
F, (Site Coefficient - 1 Sec. Period) Table 1615.1.2
SMS (Adjusted MCE - Short Period) (F Ga � 1615.1.2 D• 52 3
SM, (Adjusted MCE- 1 Sec. Period) 1615.1.2
SDS (Design Spectral Response - Short Period) 1615.1.3 0, 3+8
Sp, (Design Spectral Response - 1,Sec Period) 1615.1.3 0 . 1 j
Seismic Design Category (SDS Based) Table 1616.3 (1) C
Seismic Design Category (Sp, Based) Table 1616.3 (2) e
Most Severe Seismic Design Cate o SDC C
COMMENTS:
:
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a DESIGN COEFFICIENTS AND FACTORS FOR BASIC SEISMIC-FORCE-RESISTING SYSTEMS W
r
SYSTEM LIMITATIONS AND to
DEFLECTION BUILDING HEIGHT LIMITATIONSIm
BASIC SEISMIC-FORCE-RESISTING DETAILING RESPONSE SYSTEM AMPLIFICATION (FT)BY SEISMIC DESIGN 1
SYSTEM REFERENCE MODIFICATION OVER-STRENGTH TRENGTH FACTOR,C b CATEGORY°AS DETERMINED IN ai
SECTION COEFFICIENT,Ra FACTOR,Q09 d SECTION 1616.1
A&B I C Dd E I F
1.Bearing Wall Systems
A.Ordinary steel braced frames (14�2211 4 2 3112 NL NL 160 160 160
B.Special reinforced concrete shear walls 1910.2.4 51/2 21/2 5 NL NL 160 160 160
C. Ordinary reinforced concrete shear walls 191023 4112 21/2 4 NL NL NP NP NP
D.Detailed plain concrete shear walls 1910.22 21/2 2 t/2 2 NL NP NP NP NP
E. Ordinary plain concrete shear walls 19102.1 11/2 21/2 11/2 NL NP NP NP NP
F. Special reinforced masonry shear walls 2106.1.1.5 5 21/2 31/2 NL NL 160 160 100
G.Intermediate reinforced masonry shear walls 2106.1.1.4 31/2 21/2 21/4 NL NL NP NP NP
H.Ordinary reinforced masonry shear walls 2106.1.1.2 21/2 21/2 13/4 NL 160 NP NP NP
I. Detailed plain masonry shear walls 2106.1.1.3 2 21/2 13/4 NL NP NP NP NP
J. Ordinary plain masonry shear walls 2106.1.1.1 11/2 2112 1114 NL NP NP NP NP
K.Light frame walls with shear panels—wood strut- 2306A.1/2211 6 3 4 NL NL 65 65 65
tural panels/sheet steel panels
L. Light frame walls with shear panels—all other 2306.45 2 21/2 2 NL NL 35 NP NP
materials
M.Ordinary plain prestressed masonry shear walls 2106.1.1.3 1112 21/2 11/4 NL NP NP NP NP
N.Intermediate prestressed masonry shear walls 2106.1.1.6 31/2 21/2 3 NL 35 NP NP NP
O.Special prestressed masonry shear walls. 2106.1.1.8 5 21/2 31/2. NL 35 35 35 35
2.Building Frame Systems
A.Steel eccentrically braced frames,moment-resisting,
connections at columns away from links (15y 8 2 4 NL NL 160 160 l00
C B. Steel eccentrically braced frames,nonmoment-
resisting,connections at columns away from links (15� T 2 4 NL NL 160 160 100
Z C. Special steel concentrically braced frames (13� 6 2 5 NL NL 160 160 100
D.Ordinary steel concentrically braced fames (14� 5. . 2 41/2 NL NL 160 100 100
m E. Special reinforced concrete shear walls 19102.4 6 21/2 5 NL NL 160 160 100
wit F. Ordinary reinforced concrete shear walls 1910.2.3 5 21/2 41/2 NL NL NP NP NP C
M G. Detailed plain concrete shear walls 19102.2 3 21/2 21/2 NL NP NP NP NP
C
H.Ordinary plain concrete shear walls 19102.1 2 21/, 2 NP NP NP NP NP D
I. Composite eccentrically braced frames (14)1c 8 2 4 NL NL 160 160 100 0
M
(Continued)
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•Table 10 Allowable Shear Forces(pif)for OSB Horizontal Diaphragms with Douglas Fir-Larch or Southern Pine Framing
Panel Common Min. Min. Min. Blocked Diaphragms Unblocked Diaphragms
Grade Nail nail panel nom. Nail spacing at diaphragm boundaries
size pen. thick. width (all cases), at continuous panel edges
into of parallel to load (Cases 3 and 4) and at Nails spaced 6" max. at
framing framing all panel edges (Cases 5 and 6) supported edges
6" 4" 2-1/2"2 2"2
Nail spacing at other panel edges Case 1 All other
6" 6" 4"2 3"2
configurations
Structurall 6d 1-1/4" 5/16" 2" 1851 250 375 420 165 125
1:40 ... _
8d 1-1/2" 3/8" 2" 270 360 530 600 240 180
- - :;_ ... Y... � s}.}St f��s �x 1+�35-`'�t'I.��':,, f•r"�17�'ts`S,rl 1}.IR.eY,.,.M���"''f�� ,r?��6'r 3t k� 26CJ ' 20�
10d' 1-5/81, 15/32" 2" 320 425 . 640 730 285 215
tit
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r , rj t L.1 }fi. ft syn4rrFtyF1�.3AbI'.Ptt ~ 3�t} 240
... :. ...:. 'irs' ...0..: ... k:.:•.',T.:..,1. ..l,.v.J...,13 .,X.r.. .�:..._ ,,. ..,. .,i ...f ., .�4, ..., /4Y,/;i!�Gk71..r.. . .... ,,. _... ,
a�1,
23/32'N 3" 650 940
R
t T 1 I
d hyL,(C��1 11k ?Lt
it•�
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Sheathing 6d 1 1/4 5/16 2 170 225 335 380 150 110
d£ r7t7Y firF�..r
�'ric. rO.yk., r '� ..._?,sr $0 rr;t?s30 170 125
. ... .I
3/8" 2" 185 250 375 420 165 125
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.:;: r ` . t,�.. Sr•� ialy7 Fi�T,t6 >}1hj t ''cG.f b7li ti}y GC) rr. ,.�t`L23��.;,. 7J7 tf ti 1 C?5 ' .'t0 d
...'ci.<... .' t... 1k...;,...tr..trs7•r,d.N,'r•.7. aw ,.:.....r..,+r�.n ,� ...,,.. r.rK +a/. ..,,.. . .,:: ...
8d 11/2 3/8 2" 240 320 480 545 215 160
_t:»SiL:t 7 rs�tslu fi^rr,'utli>/i.,, l' IP r r
ry � 3
rr E7�5�` n';t544�t t tr1 f"fit_ 240 .. . if80.
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7/16 2 255 = 340 505 575 230 170
- T L �S ti 7 J'. Tt7i�`.f 3',...r"if•�ri'',:y; ;,m,.a^()°n_i.t._, :,7;fff.".'�s}T;p :Ir7�. b.`1 {fl;:..y�„__,;rr. �.I<., f.
15/32" 2" 270 360 530 600 240 _ 180
U.
.J.- ��.:fir,;r;`.cF{;i h!� -,r,pc�fi,{;'1:1{.•4'):j.^7`Ff�yY Jy7s rr f�_t;f..tl�C�' !n`n'rai,d'r,i.`;iy„ij��t?i Y�jS'7:t act t,. r�y :i:(aJ
:•': .,... .,..;'-?._.,t`YS:FJ,...<v.:r,+,.KJ'�r�:r,..x.i.'. R..r.',,. �. i�_..,. { ..r,� + . ,� ...:.1..�,.. v ,. .,.- ... . �... _ ....
10d' 15/8 15/32 2 290 385 575 655 255 190
J ' - st I�YT kpd; x, }.[°.:, tf1 3> px t !�r•r.c. l�b{N,�` '�"m TCili` .;7i�G 47-`.i;}y. F`r.�,
� ✓f �f '.(- Y�,�::�.fJ r�'u, � Y���+S������ ftl#��• '+y�)i,Zp'Tc7�JY�T��r .L4� t77 .!�liY�'.fit.....��291!' i5�7 rfr :f.G1 J'rl '�,, J -
,.
19/32" 2" 320 425 640 730 285 215
Y — - %^`^i:u 4'r I t ,Fr L ',�.:j.. fi11+"r::; :1. %iyd��;��:l,'• f-:,r,3r C;'� J :;r�r �-+ .+ _r'7'- .{. ^L,
• � ,fr. a � x J'? i�' .��, ' +v'Sfv�c.�:.rr`.sT t ��i� �V�`,ISI� tty��„��',+j � 4t_,.>�r;-.+Fw .r.,,i', t
23132"' 3" 645 935
-.......:— .._;�,-c.:.:,--.. K:.:.r—::._�:_ ..::<.•:••.. <--ivx:P. :; .... _. „oo- 7. ,,. :p..:. A.+t- e•t r_,.r u-f•,.. •:c"°`hi^`-,..ij%T%p+ ?"ii•:.
r . }r'^. 6'y"' 'Iti r r( 1J M !+'� `�r i"} f 7,"y 7•T',} T',;-T`JNJ:-C' t i-y +. x t ,r- - r
Notes:
1. These values are for short term loads due to wind or earthquake and must be reduced 25 per cent for normal
loading. Space nails 12"on center along intermediate framing.
Allowable shear values for framing members of other species may be obtained by multiplying the tabulated values
by 0.82 for species with a specific gravity greater than or equal to 0.42 but less than 0.49, and 0.65 for species with
a specific gravity less than 0.42.
2. Framing at adjoining panel edges shall be 3" nominal or wider and nails shall be staggered where nails are spaced 2" or 2-1/2"
on center.
3. Framing at adjoining panel edges shall be 3"nominal or wider and nails shall be staggered where 10d nails having
penetration into framing of more than 1-5/8"are spaced 3"or less on center,
4. Two lines of fasteners are required for 23/32"sheathing. Values do not apply to the Uniform Building Code.
SHFATNINO SHEATHI*FRAMING
SHEATHING SHEATHING NAMING SHEATHING FRAMING
SHEATHING FRAMING fRAMINCFRAMING BLOCKING, BLOCKING, OCKING, LpAp BLOCKING, LOAD BLOCKING, LOAD BLOCKING,
`pipIF USED ``D IF USEDUSED i ` ` IF USED + IF USED ` i + IF USED
CASE A CASE 5 CASE 0CASE 2 CONTINUOUS CONTINUOUS CONTNUOVS
.IMHRACM BOUNDARY PANEL JDINiS PANEL JOINTS PANEL JOINTS
PANEL JOINTS
Note:Framing is permitted in either direction for blocked diaphragms
Table 9 Allowable Shear Farces(plf)for OSB Shearwalls with Douglas Fir-Larch or Southern Pine Framing
Panel Grade Minimum Minimum Nail Nail spacing at panel edges(in.)
nominal nail size
panel penetration (common or 6 4 3 23
thickness into framing gaiv. box)
Structural 5/16" 1-1/4" 6d 200 300 390 510
7116" 1-1/2" 8d 2554 395, 5054 6704
15/32" 1-5/8" 10d 5 340 510 665 870
Sheathing 5/16" 1-1/4" 6d 180 270 350 450
:j3`.d —Wit,-;Sv...,..:�_�— .�.�.�—�-: ,-.-r_�`._. cam.::: �+-, ._ ,:;s:_',�"."5�^�.:�- _ -?.w_.-.•.:.=-Y= -
3/8" 1-1/2" 8d 2204 3204 410° 530"
15/32" 1-1/2" 8d 260 380 490 640
_
19/32" 1-5/8" 10d 5 340 510 665 870
Notes:
1. All panel edges backed with 2"nominal or wider framing. Panels installed either horizontally or vertically. Space nails at 6"on
center along intermediate framing members for 318" and 7116"panels installed on studs spaced 24"on center and 12"on
center for other conditions and panel thicknesses.
Allowable shear values for framing members of other species may be obtained by multiplying the tabulated values by 0.82 for
species with a specific gravity greater than or equal to 0.42 but less than 0.49, and 0.65 for species with a specific gravity less
than 0.42.
Allowable shear values are valid when OSB is fastened directly to framing. For installation over gypsum sheathing, refer to
applicable building code.
2. Where panels are applied on both faces of a wall and nail spacing is less than 6"on center on either side,panel joints shall
be offset to fall on different framing members or framing shall be 3"nominal or thicker and nails on each side staggered.
3. Framing at adjoining panel edges shall be 3"nominal or wider and nails staggered where nails are spaced 2"on center.
4. The values for 318"and 7116"panel may be increased to values shown for 15132"panels, provided studs are spaced a
maximum of 16"on center or panels are applied with long dimension across studs.
5. Framing at adjoining panel edges shall be 3"nominal or wider and nails shall be staggered where 10d nails having penetration
into framing of more than 1-518"are spaced 3"or less on center.
5
Vertical Framing,, Vertical Framing, Vertical Framing, Horizontal,•Framing,,.,.
Vertical Sheathing Horizontal Sheathing Horizontal Sheathing Vertical Sheathing
with blocking with blocking
LTP4/A34/A3 5 FRAM/NG ANCHORS
The LTP4 Lateral Tie Plate transfers shear forces for top 4i' —
plate-to-rim joist or blocking connections.Nail holes are spaced ° ir/,�•�'`lrjt
to prevent wood splitting for single and double top plate
applications.May be installed over plywood sheathing.
The A35 anchor's exclusive bending slot allows instant, 11/16e' 9
accurate field bends for all two-and three-way ties.Balanced,
completely reversible design permits the A35 to secure a great
variety of connections. m.
MATERIAL:LTP4-20 gauge;all others-18 gauge A35F o ' <1 a:.
9 9 9 g `�;. 2 �
FINISH:Galvanized.Some products available in stainless steel
or Z-MAX;see Corrosion-Resistance,page 5.
INSTALLATION:•Use all specified fasteners.See General Notes.
•A34-Use 8-8dx11h'nails.
•A35 and A35F-Use 12-8dx11/z°nails. 7,, A34 0-
•A35-Use 9-8dx11h'nails for connection types Al,E,C1, 4'/4' A35
•LTP4-Use 12-8dx1Y2'nails.
CODES:BOCA,ICBO,SBCCI NER-413 and NER-432;Dade Co. m 4
FL 97-0107.05;City of L.A.RR 25119, RR 25293.
A35
.. ,. Doti Fir rch/ �SprnCe Plne Fg•� � g7�k
So',Ptne LTP4 Installed
=Model Typeof Direction; (]{ovGdblakl5arfs IlowableLoads: r�
No.:;. On over
Fldbr,"rAuofr 'Floor Roof r r foamboard
-4125 See note 5.
A34 Fi 345 365 295 315 Y w
F2 280 280 240 240
❑2 A, E: : 260 s. 320 _ 225 ;275• pJtl
C1 17A f70 145 145 f �,•` '
A2 260ir 320 225
A35 3 C2 26D 31 225 270 A34 J
t3 9150 f 150 130
F1
445 .: .:555.:
G 500 500 430 430 I 4 1 Beam Posts
A
A35F [5] B J 265 265 230 230
�-�� ��K ��`-�.:s;. :�� ` ,���� A and Legs �.
H F4407 440 380 380 �� r Outside
G 31v.. .645,_ 445: 555 �a
LTP4` J *515 G45 445 "'.555
a
.H. 5i5': 64"" -445
1.Allowable loads are for one anchor.When anchors are installed on
each side of the joist,the minimum joist thickness is 3'. 2❑ A35
2.Roof loads are 125%of floor loads unless limited by other criteria.
Floor loads may be adjusted for other load durations according to the ,z* Ceiling
code,provided they do not exceed those in the roof column. Joists
3.Some illustrations show connections that could cause cross-graln t to Beam
o
tension or bending of the wood during loading if not reinforced sufficiently. <• 2
In this case,mechanical reinforcement should be considered. Z
4.G direction only:A35F and LTP4 can be installed over W plywood �/�
with Bdx1'h'nails and achieve.72 of the listed load,or over 1h'and •4� /v
achieve.64 of the listed load.8d commons will achieve 100%load. ,„
5.A35 installed over 1'foamboard has a load of 170 Ibs(100)and Vz
215 Ibs(125)in an F,direction of load.
x
0 A35
Joists s
to Beams
a
Typical
A35F
Installation '"�
®
LTP4 Installed over 2 ® A
Plywood Sheathing
Studs t0 ` - jx r��?.;Y Joists t0
Plate with r�� ��" Plate with
• �l B Leg A Le xs
.� Outside Inside r,,x•r
126 _
• •` fir'• Chimney Framing
CS/CMST CoILBD STRAM
NEW!CMSTC provides nail slots for easy Installation and coined edges
for safe handling. j y(
CS are continuous utility straps which can be cut to length on the job site. V4!f Gauge stamped
Packaged in a lightweight(about 40 pounds)cartons. on part for easy IEN
D N UT
FINISH:Galvanized.Some products available in Z-MAX;contact factory. identification LEN NOTN
INSTALLATION:•Use all specified fasteners.See General Notes. "'} ` LE
•Wood shrinkage after strap installation across horizontal wood members
may cause strap to buckle outward. �• ;__ �
•Refer to the applicable code for minimum nail penetration and minimum
wood edge and end distances. -
•The table shows the maximum allowable loads and the nails required to obtain Typical Cs
them.Fewer nails may be used;reduce the allowable load by the code lateral Installation _
load for each nail subtracted from each end. as a Floor-to- r•:
•CMST only—Use every other triangle hole if the wood tends to split.Use Floor Tied
round and triangle holes for comparable MST loads,providing wood does (CMST requires
not tend to split. minimum
CODES:B0CA,ICBO,S BCC I NER-413;City of LA RR 25293(CMST12 and CMST14).
#Provide min. LEND
Total <.::.:Ailowabfe. ``.•'. ':Nal6 1'end distanc ?;
Model for CS and CMST : f•
Tasfenerr ° iTenstoe'Utid' - :S achig
- L End:: Ga Cut len th - p " .•
No: (LEngth L 9
of Row) (Total) b c Equal number of
{iD0)j (f33/i66), (lit
Row} specified nails
In each end
45" clear span+90" 100-16d 7230 9640 1%"
CMST12 40' 12
105" clear span+210" 118 10d 7230 9640 314"
CM5T14 52} 34" ,:f4 clears an68' 7416d .5095:;.. 6795.:.. 1%": cste 1ecre ° ylya'
z:.. ..
78 clear•span<+.1'S5 : ,;: 88 10d ' :5095: ::6795.:. 32"r —)
2'fi6
p 25" clears an+ 50" 64-16d sinkers 3520 4690. iyz" CS16 Hole Pattern
Q ' 16 (all other CS straps similar)CMSTCI6 54
49" clear span+ 98" 64-16dsinkers 3520. - 4690 3"
-� CS16 .. : 150 14"' 16.-:clears 9n;+30" 28 8d :a235 1'650,-. wo
CS16°R - : 25' 11".. ;clears an+2 41.
2210d 1235. '1650 a o a
3'
CS18S 100' 11" clear span+24" 22 8d CMSr14 14GAUGE; 1't
CS18 200' 9" 18 clear span+20" 18-10d 950 1270
CS18-R 25' 9" clears an+20" 18-10d 2X6" °
CS 20 250.' 9 clear s a :20" 18 8d :750 1005
20: Th' Pu
CS20 R ,25' ;clear s ao+.16" 1'4 10d 750.: CMST14 Hole Pattern(CMST12 similar)
CS22 300' 7" clears an+16" 14-8d 620 825
VIE-
CS22-R 25' 5Yz" 22 clear span+13" 12-10d 620 825
0 0 0
1.Allowable loads 100%value is the maximum 2.133%and 160%value may be used
steel capacity and may not be increased for for earthquake or wind loading. CMS1sCi6 ie GAUGE 3•
other load durations unless otherwise indicated.
3'Typ•
CMSTCI6 Hole Pattern
SA/HSA STRAPconrnrecroras
A high value seismic tie for horizontal ties across intervening members. z
FINISH:SA315—galvanized;all others—Simpson gray paint ¢
INSTALLATION:•Use all specified fasteners.See General Notes. z
•May not be suitable for floor diaphragms which protrude above beams.
CODES:BOCA, ICBO,SBCCI NER-413;City of L.A.RR 25119.
HANGER g
.• •' NQr SHO M
1 del;
:{ Hoiizohtal Loads:: f
No: >>Secttoti? Bb1t; ':U!t: Bolts:::
- '(] '-01a^ :I1�tfi•y60j••133 160
.-'... � ".,:": :-• '�:(` .:••. ..:;, ty.. ... •=�`::'� .. _...::(: .)•••:•( )•- Typical HSA Installation� o
SA36 12 ga x 2X8 36 22-16d 4 y 6767 1900 1605 1900
HSA32. .-:3,ga z 3:: :32.. .• — piT `: ':; ;t3600` 1.910'.`.:'2290. -
HSA41. 3ga x3 •; .;41. `-=I: 4,,,�r 11 I.666% 3770•.; 4520,.: sranv�g�
HSA50 3 ga:X 3 50 = 6 21600 5470 .6400`'
HSA59 3 ga-x 3 ,:.:59 — $. -Y; '30100 — fi940 -8330 ° Q ;
HSA68 3 ga x 3y 68 — 10 Y, 34200 — 8350 10020
Sh
1.Allowable loads have been increased 33% 3.Bolt and nail values may not be combined. s3 `
and 60%for earthquake or wind loading with 4.Only SA36 can be field-bent for other SADDLE KWIER
no further increase allowed. intermediate beam widths.
2.Allowable loads assume a restrained member
of 31/2'min.thickness with bolts In single shear. Typical SA Installation
124 with Saddle Hanger
R
H,DA►/H D HOLDOWNS
Holdowns are used to transfer tension loads between floors,to tie
purlins to masonry or concrete,etc.Use HDAs and HDs for overturn
requirements and other applications to transfer tension loads.All HDAs
and the HD15 are self-jigging,ensuring code-required minimum 7 bolt
diameter spacing from the end of the wood member to the center of the se Of
_?
first bolt hole. �" H ®' _:�'•-'
HD6A,HD8A,HD10A and HD14A's seat design allows greater :
installation adjustability.An overall width of 31/4'for the HD6A,HD8A and BP
HD10A,and 31/2"for the HD14A provides an easy fit in a standard 4x wall. He =
HDA SPECIAL FEATURES:
•Single piece non-welded design results in higher capacity.
•Load Transfer Plate eliminates the need for a seat washer. w�' Threaded Studs
•Fewer inspection problems. ® Rod
MATERIAL:See table HD5A
FINISH:HD2A,5A,6A,8A,10A—galvanized.HD8A may be ordered HDG; (HD2A similar)
check with factory.HD14A,HD15,HD20A—Simpson gray paint 672 5 66 ,
INSTALLATION:•Use all,specified fasteners.See General Notes. Canada Patent U.S.Patent 4,665672
48
•For an improved connection,use a steel nylon locking nut or a � -
thread adhesive on the anchor bolt. } r eP
•Bolt holes shall be a minimum of/az to a maximum of Me' 37
larger than the bolt diameter(per 1997 NOS,section 8.1.2.1.). HD10A
•Standard washers are required between the base plate and anchor (HD6A,HD8A r : ,
?a
nut(HD15 only),and on stud bolt nuts against the wood.The HD14A and
w ? "
Load Transfer Plate is an integral part of the HDA Hoedown and HD20A similar) W.'s BE K
no washer is required.See page 34 for BP/LBP Bearing Plates. "UMIM>v
SENIU+ • Typical HD5A
•See SSTB Anchor Bolts,Simpson's Anchoring Systems and Additional Baimm `V.
.•4. Tie between Floors
Anchorage Designs for anchorage options.The design engineer may ?'z, W-ST BE
specify any alternate anchorage calculated to resist the tension load .1' HERE To achieve table loads,the
for a specific job. minimum bolt end distance is
•Locate on wood member to maintain a minimum distance of seven bolt diameters.This
seven bolt diameters,distance is automatically maintained when end t _ h distance Is designed into
of wood member is flush with the bottom of the holdown. ''- hoedowns.Bolt end distance
` may be Increased,provided the
•To tie double 2x members together,the designer must determine anchor nut is not over-torqued,
? `;the fasteners required to bind members to act as one unit �=-.,�Y; „• eO which could split the stud.
_ without splitting. "�. Deflection values may be higher.
•For holdowns installed on the mudsill,anchor bolt nuts . rT
should be finger-tight plus 1/3 to 1/2 turn with a wrench, Typical HD15
with consideration given to possible future wood :
shrinkage.Care should be taken to not over-torque Holdown
the out,which may lead to premature anchor bolt failure. �,q
R b. Installation b
•Stud bolts should be snugly tightened(1997 NDS,section 8.1.2.4).
CODES:BOCA, ICBO,SBCCI NER-393,NER-469;City of L.A.RR 24818, Typical HD5A ;b
RR 25158 and RR 25293.HD6A and HD14A are not NER listed. Holdown
Installation with
SSTB anchor bolt. Typical HD5A
Washers are not required Purlin Anchor
at the base. Installation
• ``• x.Matertaf:.::�. :: '"_.. •••..•'�°Dimensions..r<, fasteners ;:Allowati e�Loads�• 133 ';:•
f�odel ::Stud;:. Avg :r,:L'$ti tltof8ot `Oetlectitin.
Anchor: ':-Botts '. Ult ltrVertle4f-Wobd:INember...•. :Highest.
Ga Ga Dta .. Vable
Uia' 1 2 Zy 3::' :::3 S [Design Load t
Y.... y.. C
HD2A 7 12 49% 2y 2Y4 8 2ye % 1X6 % 2 % 12150 1555 2055 2565 2775 2775 2760 0.058 2
— HD5A 3 10 5y4 3 3y 9r76 399X8 y 2X, %or Y 2 Y4 20767 1870 2485 3095 3705 4010 3980 0.067
HD6A 7 s};ti3,s;. i3Y£ 3j; 805i .44b5 :5105 -5510; b.04.1.
HDSA. ..: 7 :... ::3Yr'.;• ''? :'. �`��.•i 'rr�a;' zr'e e,`.'..'/a. :.:::.. r 2 ',;'' �Sti6 32U :1t350. 541`5 .6465 _746D;• 7.91 0.. , 0.111:
t
Hf)10A: '' 7" 'i s`.. :3Y •.:3j's_': s�:$ ;•.:3jfi `%e/i8`:'`ZJ�}c' �: '.;: 4;:';tr' 286 't:39 5i;''%;b: :5J35:::83f0 '.'.9540 9900:: 0.269
HD14A Y, 3 7 4 3y 20% 3% % 2Y6 _1 4 1 38167 — — — — 11080 13380 0.215
HD20A % 3 7 4 4y, 20 Y6 4y % 2 1 y, 4 1 51333 — — — — 11080 13380 0.250
HD15 % 3 7 1 4 3y 24y 47% 3% 2y 1y, 5 1 55333 — — — — — 15305 0.082
1.Allowable loads have been increased 33%for 5.HB is the required minimum distance from the end of 10.Full tension loads apply when HD5A is used with
earthquake or wind loading with no further increase the stud to the center of the first stud bolt hole.End a%*anchor bolt.
allowed;reduce where other loads govern. distance may be increased as necessary for installation. 11.See pgs 6,7 for testing and other Important Information.
2.HD15 requires a minimum 6x6 nominal post. 6.The designer must specify anchor bolt type,length 12.Deflection at Highest Allowable Design Load:
3.Use a minimum 46 nominal post for the HD14A and embedment.See SSTB Anchor Bolts and The deflection of a holdown measured between the
and the HD20A. Additional Anchor Designs. anchor bolt and the strap portion of the holdown when
4.The wood member must be sized for the load-carrying 7.See page 32 for anchor bolt retrofit. loaded to the highest allowable load listed in the catalog
capacity at the critical net section,reducing the gross 8.Lag bolts will not develop the listed loads. table.This movement is strictly due to the holdown
section area for holes or other removed wood as 9.Holdowns installed raised off the mudsill may have deformation under a static load test conducted on a
specked in the code. larger deflection values.Use the PHD or HD0 for steel jig.
24 raised applications.
ANCHOR SYSTEMS VGC ADH S1VE SYSTEM
Request our Anchor Loads for Threaded Rod Anchors in Concrete
Systems Catalog for
complete information. TetisioniLoads;.(Ibs)'.:: i;Shear[qad(Ibs)
:� fcz.2000Psi'. .
VGC: Dnll q Steel. Sloe(
'Stud Embed: Ed e
Benefits of the VGC Dia Capsule Bit Depth; Spacing Dist Bond:Strengflt:,: Streit Adhesive System: .alit) Model la {tit) gtft Sirengtq
No special tool required: N°' pD) llltimafe Allowable ABDT A3D7 r' VGC
just drill and clean holes; Atlowa Load>tiie Allowable.
Load: Load Load
insert capsules and ham-
mer in the anchor. VGC37 '/16 Tb _14 51/4 8750 2190_ 2105 1085
Pre-measured components '/2 VGC50 8/6 41/4 17 6�/e 9653 2410 3750 _ 1930 _ :Z
ci°.;
assure the right amount of-� V6 _VG C62 1Y,6 5 20 71/z 19048 4760. 5875, 3025
adhesive every time. Y4 VGC75 '/° 7 27 101/s 28813 7200 8460 4360
No waste,no guessing, 7/8 VGC100 1 8 31 11% 29236 7310 11500 5925 f:;:;.k
one capsule for each — -- r'
P 1 VGC100 1/e 8 36 13/z 29236 7310 15025 7740
anchor diameter makes 1.It is critical that holes be cleaned properly.One capsule per hole.
estimating Simple.Capsule 2,Allowable load must be the lesser of the bond or steel strength.
can be inserted either 3.,The allowable loads listed under allowable band in the table are based on a safety factor of 4.0.
end first. 4.Reference Simpson Anchor Systems catalog for spacing and edge distance requirements.
Fast bolt-up time anchor is 5.Anchors shall not be used to resist tension forces in ceiling or wall installations unless special
ready to use in 20 minutes consideration is given to fire-exposure conditions.
(at 68 F and above). 6.331/3%increase NOT allowed for short term loading due to wind or seismic forces.
Up to 1 year shelf life when Loads for Threaded Rod Anchors in Concrete Stelnwall
stored at 60 F 80 E
Stud Tensfoga oa fills) F
Dri1l;Blt Embei) Edge -Ertl
VGC" ya - fi cy200gpsi
Die. Capsule Dia Depth {In) Disf .Dist Allowable:
(in) flit)" (m):
5/a VGC62' 3/4 12 6 13/a 5 13250 3310 'bo ev
1 15: 8 •.:-; " ..20843
1.Requires 3 capsules per hole. 3.It is critical that holes
2.Requires 2 capsules per hole. be cleaned properly.
pLlPROOF LOAD
(INDICATORS
PLI
Request our Anchor ``' ',:''.`'
Patent
Systems Catalog for Pending
complete information.
The proof load indicator /.•
can proof load the bolt to two
times the design load.A positive
means of load verification
every time.
The PI I should not be used i
on masonry installation,epoxy to = � ."• " ';°�" i
concrete applications only. a i L I l i
FINISH:Proof washers color _ .,.�, ° .•',
coded for easy identification of
tested load. Place bottom die with Slide top die section Tighten nut to cut
' PLI washer over existing over anchor bolt through washer.This
Exploded View anchor bolts. and attach nut. will apply tension load.
ANCHOR SYSTEMS MECHANICAL ANCHORS
Request our Anchor Systems Catalog Simpson offers a full line of mechanical anchors to suit almost any application in
for complete information. numerous base materials. Below are examples of core products in the mechanical
anchor product line.For information on the rest of the products,contact Simpson
for a copy of the current Anchor Systems catalog(C-SAS2000).
R
Get the Rest of the Information an Simpson Anchor Systems
The information in this catalog is an introduction to Simpson Anchor Systems. Visit the new Simpson Anchor Systems website at
1 You can get the rest of the technical information three ways: www simoson anchors com. Here you can access technical
Call Simpson Strong-Tie at(800)999-5099 and request the current Simpson and product application information,code reports,new
Anchor Systems Catalog(Form C-SAS2000) product information and much more. E-Mail The Simpson
For a full Simpson Anchor Systems Technical Manual(Form B-SAS2000),call Man for answers to your questions or check our Frequently
Simpson and ask to speak with your local Technical Sales Representative. Asked Questions section for the information you are
This binder features the Anchor Systems catalog in easy-to-use tabular for- looking for.
mat,as well as a complete set of code reports,MSDS sheets and more! 33
Permit Number 70 �� Q
BU��OFU 2����
REScheck Compliance Certificate Checked By/Date F
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.5 Release 1c
Data filename: CADocuments and Settings\Dan Ryan\My Documents\VISION\Projects\Hayes
Construction\4-plex\WALKOUTBSMNT\nofrostwa114-plexBRwo.rck
TITLE:4-Plex-No Frost Wall
COUNTY:Warren
STATE:New York
HDD:7635
CONSTRUCTION TYPE:Multifamily
HEATING TYPE:Non-Electric
DATE:01/06/05
DATE OF PLANS:Dec.2004
PROJECT INFORMATION:
West Mountain
COMPANY INFORMATION:
Hayes Construction
NOTES:
Garage and Bonus Room included with Walk-out Basement
Frost Protected Shallow Foundation
COMPLIANCE:Passes
Maximum UA= 1095
Your Home UA=660
39.7%Better Than Code(UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor UA
Ceiling 1: Flat Ceiling or Scissor Truss 2157 30.0 0.0 75
Ceiling 2: Cathedral Ceiling(no attic) 134 30.0 0.0 5
Wall 1:Wood Frame, 16" o.c. 1836 19.0 0.0 88
Window 1:Vinyl Frame:Double Pane with Low-E 124 0.360 45
Door 1: Glass 160 0.350 56
Door 2:Solid 80 0.140 11
Wall 2:Wood Frame, 16"o.c. 1976 19.0 0.0 106
Window 2:Vinyl Frame:Double Pane with Low-E 202 0.360 73
Wall 3:Wood Frame, 16"o.c. 465 19.0 0.0 18
Door 3: Glass 160 0.350 56
Basement Wall 1: Solid Concrete or Masonry 1127 11.0 0.0 72
Wall height:7.8'
Depth below grade:6.8'
Insulation depth:7.8'
1�-
least the bottom of the slab then horizontally for a total distance of 2.5 ft.
Exterior insulation must have a rigid,opaque,weather-resistant protective covering that
covers the exposed(above-grade)insulation and extends at least 6 in.below grade.
Heating and Cooling Equipment:
[ ] 1. Furnace 1: Forced Hot Air,92 AFUE or higher
Make and Model Number
Air Leakage:
[ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ . ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly
with a 0.5" clearance from combustible materials.If non-IC rated, the fixture must be installed with a
3" clearance from insulation.
Vapor Retarder:
[ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
Materials Identification:
[ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
[ ] Materials and equipment must be identified so that compliance can be determined.
[ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating
equipment must be provided.
[ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on
the building plans or specifications.
Duct Insulation:
[ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-11.
[ ] Return ducts in unconditioned attics or outside the building must be insulated to R-6.
[ ] Supply ducts in unconditioned spaces must be insulated to R-11.
[ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2.
Insulation is not required on return ducts in basements.
Duct Construction:
[ ] All joints,seams,and connections must be securely fastened with welds,gaskets,mastics
(adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted.
Exception:Continuously welded and locking-type longitudinal joints and seams on ducts
operating at less than 2 in.w.g.(500 Pa).
[ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions.
[ ] Cooling ducts with exterior insulation must be covered with a vapor retarder.
[ ] Air filters are required in the return air system.
[ ] The HVAC system must provide a means for balancing air and water systems.
Temperature Controls:
[ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space
temperature set point of the largest zone.
Electric Systems:
[ ] Separate electric meters are required for each dwelling unit.
Fireplaces:
[ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors.
[ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction
provisions of the Building Code of New,York State ,the Residential Code of New York State or
the New York City Building Code ,as applicable.
Service Water Heating:
[ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the
water heater has an integral heat trap or is part of a circulating system.
[
] J, Insulate circulating hot water pipes to the levels in Table 1.
�x
Circulating Hot Water Systems:
[ ] Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
[ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20%
of the heating energy is from non-depletable sources. Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
[ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the
levels in Table 2.
Tablg 1: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature(F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2"
170-180 0.5 1.0 LT- 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness forHVACPipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Range F 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD (Building Department Use Only)
1V
REScheck Inspection Checklist
New�York State Energy Conservation Construction Code
REScheckSoftware Version 3.5 Release 1c
DATE:O1/06/05
TITLE:4-Plex-No Frost Wall
Bldg.
Dept.
Use
Ceilings:
[ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation
Comments:
[ ] 2. Ceiling 2: Cathedral Ceiling(no attic),R-30.0 cavity insulation
Comments:
Above-Grade Walls:
[ ] 1. Wall 1:Wood Frame, 16" o.c.,R-19.0 cavity insulation
Comments:
[ ] 2. Wall 2:Wood Frame, 16" o.c.,R-19.0 cavity insulation
Comments:
[ ] 3. Wall 3:Wood Frame, 16" o.c.,R-19.0 cavity insulation
Comments:
Basement Walls:
[ ] 1. Basement Wall 1:Solid Concrete or Masonry,7.8'ht/6.8'bg/7.8'insul,
R-11.0 cavity insulation
Comments:
Windows:
[ ] 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.360
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? [ ]Yes[ ]No
Comments:
[ ] 2. Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.360
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? [ ]Yes[ ]No
Comments:
Doors:
[ ] 1. Door 1: Glass,U-factor:0.350
�. Comments:
[ ] 2. Door 2: Solid,U-factor:0.140
Comments:
[ ] 3. Door 3: Glass,U-factor:0.350
Comments:
Floors:
[ J 1. Floor 1:All-Wood Joist/Truss:Over Outside Air,R-30.0 cavity insulation
Comments:
[ ] 2. Floor 2:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation
Comments:
[ ] 3. Floor 3(Min RValue Used):Slab-On-Grade:Unheated,2.5'insulation depth,
R-6.5 continuous insulation
Comments:
Slab insulation to extend down from the top of the slab to at least 2.5 ft. OR down to at
Floor 1:All-Wood Joist/Truss:Over Outside Air 160 30.0 0.0 5
Floor s:All-Wood Joist/Truss:Over Unconditioned Space 144 30.0 0.0 5
Floor 3(Min RValue Used):Slab-On-Grade:Unheated 60 6.5 45
Insulation depth:2.5'
Furnace 1: Forced Hot Air,92 AFUE
COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,
specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the
New York State Energy Conservation Construction Code requirements. 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 Wth this Code.
Builder/Designer Date
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JAN 06 2005 4: 12PM HP LASERJET 3200 P. 1
P.C.�NACE ENGINEERING,
169 Haviland Road, Queensbury, NY 12804
Phone-518-745-4400 Fax -518-792-8511
January 6, 2005
Job #47320
Mr. Dave Hatin VIA FAX—745-4437
�Ve
Town of Queensbury
742 Bay Road ,14 Al
Queensbury,-NY 12804 r o
TOWN OF Ct(i�
BUILDING SB RY
RE: Western Reserve Apartments ��� COD
Basement floor elevations
Dear Dave:
1
This is to inform you that the bottom of footings for the new apartment buildings at the Western
Reserve development on West Mt. Road are at an elevation of 473 feet. This is well above the
seasonal high groundwater elevation. Although test pits shown on the apartment site plan only
went to elevation 473, an adjacent test pit for the housing subdivision went to elevation 465
without encountering groundwater.
Please call me if you have any questions:
Si c y,
Thomas W. Nace, P.E.
Fax copy: Mickey Hayes-792-9162
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r 3e SEPTIC SYSTEM
'4-FLEX' BUILDINGS w a.
DESIGN FLOW
- 2-2 BE & 2-3 BEDROOM APARTMENT `PER; 4-FLEX = 1100 GAL/DAY
SEPTIC TANK - USE ONE 1,500 GALLON TANK FOR E ` 'ARTMEN7"
ABSORPTION FIELD - EXISTING SOILS IN AREA OF ABSORPTIOAk FIELDS S <5 BEDROOMS). •�
SANDS WITH PERCOLATION RATES LESS THAN ONE INUTE PER INCH.
DRAINED w \
THEREFORE REPLACEMENT' SOIL SYSTEM REQUIRED WITH PERCOLATION RA
OF 1 TO 5 MINUTES PER INCH. RATE
- FOR 1,100 GPD TOTAL DESIGN FLOW & 1-5 MINUTE PERCOLATION RATE 917 L.F.
ABSORPTION TRENCH IS. REQUIRED. FOR EACH '4-PLE)C. OF w
- USE SIMPLEX PIMP STATION TO DOSE FIELD AND TO K EP FIELD AT PRO EPER P
- USE 8 -- 60' LONG LATERALS = 480 Lt. PER FIELD = 960 L.F. TRENCH TOTAL. TH.
- SPACE LATERALS AT 8' O.C. TO PROVIDE FOR R PLACEMENT LATERALS w \
IN BETWEEN.
1- '3-PLEX' BUILDING \
DESIGN
SEPTIC TANK - 1-2 BEDROOM & 2-3 BEDROOM APARTMENTS
- USE ONE 1,500 GALLON .TANK FOR 2 APARTMENTS 5 BEDROOMS) & 1- 1,000
ABSORPTION FIELD GALLON TANK FOR 1-3 BEDROOM APARTMENT.
- EXISTING SOILS IN AREA OF ABCnpPTTnki �Irt�►e� . ._. _ _ DUPLEX BUILDTNr,
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"1 have seen or observed, or believe 1 saw evidence
objects such as houses, welts,trees,fences,etc., O .��• \ \
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1 shown on this document. ) also represent that 1 ha oo � t=39.78
1 ill measured the distances set forth on the diagram:' � R=25.pp ` \
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26.15 acres
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Date, DECEMBER 14, 2 004
LA
G ALTERATIONALTERATION ADDITION M A SS Plot Plan made for Scate 1'=50'
NAP BEARING A A NSr2 ND SURVEYORS SEAL IS A
VKILATKN OF
SE.C71ON 720Y,5118-OIMSION Z OF 7FE
NEW YM STALE MM ION LAIR'
S •ONLY COPIES O THE or TH nL N II SURVEY
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SEAL SNALL 9E CONSDERED TO BE VALID TRUE COPES.•
CERifiCAIIONS NDICAM HEREON SOO"THAT AMPTED Hayes Construction Group
TM SURVEY WAS PROIAM N AC 0MAMOE WTH THE
Land Surveyors °°H � �`M"° ICINAL
BY THE NEW PORK STATE ASSOOATKN OF PROFESSDNAL
LAND SURVEYORS.SAID L4RMWA7IONS SHALL RUN ON.Y
TO THE PERSON FAR*M RE"VEY IS PREPARED.AND SHEET 1 OF 1
ON NEI BEHALF TO 7NE TITLE OOYPANY.OOVE emoffAL
169 Haviland Road Queensbury, New York 12804 '� ""'°`°'�NST"ORD'I LIVED,- "'" Town of Queensbury, Warren County, New York
ro me AssICNEEs or me�NauG iNsrmmoN.•
HAVES
(518) 792-8474 New York Lie. No. 50135 NO. DATE DESCRIPTION DWG. No. 01191-13