1991-658 CERTIFICATE OF OCCUPANCY•
TOWN OF QUEENSBURY
•
WARREN COUNTY, NEW YORK
•
Date C .�2G(a fi c� �,'(1 19
U
This is to certify that work requested to be done as shown by Permit No. fl4b8
has been completed.
•
This structure may be occupied as a . Si nal P Puna 1 tr fli rP11 I i nca
• Location Bo A Rd West Lot D3 •
Owner Lisa ICarie Barber - McDonald
/4 2-Q-3
By Order Town Board
TOWN OF QUEENSBURY
Director of Bldg. & Code Enforcement
CERTIFICATE OF OCCUPA NCY `
TOWN OF QUEEN'SBURY
WARREN COUNTY, NEW YORK
July 16, 98
Date 19 _
91.658.
This is to certify that work requested to be done as shown by Permit No.
hsa been completed.
2.-CAR ATTACHED GARAGE
• This structure:.may-be occupied .a,;a
13 WOLFE RD
Location
MCDONALD, LISA
Owner
' TAX :MAP. NO.. : 142 . -2-3 By:,Order Town Board
WN OF QUEE Y
.'Director,of Bldg. & Code.Enforcement
BUILDING PERMIT
TOWN OF QUEENSBURY
No. 91-658 0
WARREN COUNTY, NEW YORK
ro
PERMISSION is hereby granted to Lisa Karie Barber -MCDONALD
OWNER of property located at Boss Rd West Lot #3 Street, Road or Ave.
in the Town of Queensbury,To Construct or place a Single Family Dwelling
at the above location in accordance to application together with plot plans and other information hereto filed and
approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. 0
1. OWNER'S Address is
Box 541 B Bardin DRive
Queensbury, NY 12804
CD
2. CONTRACTOR or BUILDER'S Name
Harry J. McDonald
0
3. CONTRACTOR or BUILDER'S Address N
N
CL
fD
4. ARCHITECT'S Name N
c+
0
c+
,441
5. ARCHITECT'S Address W
N
6. TYPE of Construction—(Please indicate by X)
tG
(X►Wood Frame ( ) Masonry ( )Steel ( 1
-17
7. PLANS and Specifications
-I.
No. 1,456 sq ft Single Family Dwelling as per plot planspecifications
and application
8. Proposed Use
Single Family Dwelling o
$ 189.00 PERMIT FEE PAID —THIS PERMIT EXPIRES September 18, 19 92
(If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the
town of Queensbury before the expiration date.)
Dated at the Town of Queensbury this 18th Dayof September 19 91
/
SIGNED BY ,(,k.(' for the Town of Queensbury
Building and Zoning I ctor
TOWN OF QUEENSBURY �j�(-9 Pte
41111.11011 REVIEWED BY; (/4L / L4....._
e OVVN OF QIJEENISiSur.:
RECEIVED
. i,P*1, FEE PAID: ii(9—
PERMIT NO. : g/i y�( SEP 1 6 ei
BUILDING PERMIT APPLICATION
A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. NO INSPECTIONS WILL BE MADE UNTIL
APPLICANT HAS RECEIVED A VALID BUILDING PERMIT.
All applicants spaces on this application MUST be completed and the signature of the
applicant MUST appear on the reverse side of this application.
* * * * * * * * * * * * * * * * * * * * •* * * * * * * * * * * * * * * * * * * * * * * *
Owner of Property: U 3Q- 11. s c. -bar-be-C.- `r 6�1 kTn(i)d
P.O. Address: �c-k-4 t 7: .� f i ry )-b-g -_Y1 L C�4—, _._ _ y PHONE 7.43 1'7 07
Property Location: -Ka, U ) 3 Lo-t S Tax Map No.5a3q , fya/ 3
Has there been any split of this property since October 1, 1988? Yes No
If yes, Planning Board Review is necessary.
--anSubdivision Name, if applicable: �/'y2S�-�� Co &ck Lot No. 3
THE PERSON RESPONSIBLE FOR SUPERVISION OF WORK AS REGARDS TO BUILDING CODES IS:
HO—cLA . LrnCDo0Ok
v
NATURE OF PROPOSED WORK: * ESTIMATED MARKET VALUE OF THE
_ Construction of new building * CONSTRUCTION: $ Scli 000
Addition to building *
Alteration to building * COMPLETE INFORMATION REQUIRED BELOW:
(no change to exterior dimensions) * Size of Property: 100 ft. x A. ,5 ft.
Other work (describe) * Existing Building Size:
•
* ft. x — ft.
• * Proposed building - distance from
GROSS AREA OF PROPOSED STRUCTURE: * property line:
1st Floor -7aB Sq. Ft 11°rl 6' * Front Yard lay ft. Rear yard ►34 ft.
•7, /D * Side Yards a!-!, ft. and a4 ft.
2nd Floor '7C S Sq. Ft-:
.___• _."v'. * If on corner, setback from side street-
ft.
Other Floors — Sq. Ft. •
(not cellar or basement) /6'7'1
* OCCUPANCY INFORMATION:
*
TOTAL FLOOR AREA: I45(0 Sq. Ft. * Primary Building -
* k One Family Dwelling
Size of New Structure: ao, ft. x i98 ft. * Two Family Dwelling
Foundation: * Multiple Dwelling/No. of Units _
Pier/Slab/Crawl/Partial4(Circle One) * Business
* Industrial
No. of stories (Habitable space) off- * Other
Height (grade to ridge) a S ft. *
If residential , no. of families: 1 * If addition, what will use be?
No. of rooms (excluding baths) : k, *
No. of bedrooms: 3 *
No. of bathrooms: i lid_ * Accessory Building:
Primary heating system: t4r,•k4;( * Detached Garage - One/Two Car
Type of fuel : 0,I * k Attached Garage - One wo Car
No. of fireplaces to be installed: O * Private Storage Building
Will a woodstove be installed?: A c * Other
Central Air Conditioning: Yes No X *
(OVER)
BUILDING PERMIT APPLICATION CONTINUED:
BUILDING SPECIFICATIONS:
Type of construction: wood frame fire safe, etc. ---
Will any second-hand or ungraded lumber be used? If so, for what? n -
Foundation Wall Material : WioCK CsDt'ICrdze. Thickness: to "
Depth of Foundation below grade (to bottom of footing) : -7 ',-. crr
Will there be a cellar? Heated. or Unheated? -- Floor Sq. Footage: —
Will there be a basement? � Will any portion be used as living space? trip
If so, what portion? Sq. Ft. Type of Use?
Type of Roof: Sloped Flat/Shed/Other — Material of Roof N lics 511im1es
Size, wood studs 0 " x to " ; spacing 1 b " o.c. ; length -V- T'ft.
Joists (floor beams) : 1st Floor a. " x 10 " ; spacing I Co " o.c. ; span 13 ft.
Joists (floor beams) : 2nd Floor 62- " x 10 " ; spacing I (o o.c. ; span j 3 ft.
Overlays (ceiling beams) : a_ x to "; spacing 1(0 " o.c. ; span 13 ft.
Roof rafters: 54 _ " x 5 " ; spacing .Ai o.c. ; span 1 ft. et-a, 4a/-e`"`
Roof trusses (pre-engineered) : spacing " o.c. ; span , ft. e/a7/1`
Exterior Wall Finish: Who" Pv5 eti1-1-P of what material ? Ali f`\\ -5(d n
3
Interior Wall Finish: ►/ a" Gp Bra v
If a garage is to be attached, d'scribe materials to be used for FIRE SEPARATION:
V,c-e- R 5/B1` pe x r, cy. E rc.-,6cs e_ Ce A,ri 6 1-1ou e wr3,1 i
Is there to be an opening between garage and dwe ifing? `-'If so, will a .Fire-Rated door,
enclosure, self-closing device be provided? e_sp 3/IC Y}K To r
0
Will a flue-lined chimney be installed? �L) Height above roof 0. ft.
Depth of, chimney foundation below grade: `y 4- ft.
Depth of fireplace hearth: --- ft. _ in.
Water supply - Municipal r private well : Q,,_QQv ijiA,..- 1O.�� W�kr
SEPTIC SYSTEM: Distance from any private well (including.Adjoining properties: ft.
(A separate application is necessary for any repair or new installation of septic system. )
NAME OF BUILDER & ADDRESS: _licr -..Jo+/l cx-(c�, 3yr:14; IU!IPHONE 745- 17a7
NAME OF PLUMBER & ADDRESS: c ( 5¢Ak rd,r ��
�C��y c� ��c�►�1C�...144'�X. i___,�. .. _(�'_. _ PHONE'-7�5- (�7
NAME OF MASON & ADDRESS: rr c,r c kJ j 51.E t al", - � PHONE -1 5-d Z07
NAME OF ELECTRICIAN & ADDRESS: ;e B Ie�t- n -Bari- `5 -D �Ct,fy/� �3 PHONE 7 13 -6---c'
D 3
DECLARATION
To the best of my knowledge and belief the statements contained in this application,
together with the plans and specifications submitted, are a true and complete statement of
all proposed work to be done on the described premises and that all provisions of the
BUILDING CODE, THE ZONING ORDINANCE, and all other laws pertaining to the proposed work shall
be complied with, whether specified or not, and that such work is uthorized by th owner.
Signature
Or, owne s agent, architect
contractor
SPECIAL CONDITIONS OF THE PERMIT:
J/i/AGY r/fterve r
J
g 7x-„,,,, ,---e"2-4- By: , /
C orcement Offi er
ENERGY CODE COMPLIANCE APPLICATION
CWIN OF Q=UEENSbiii
TOWN OF QUEENSBURY, WARREN COUNTY- - 9000 HEATING DEGREE DAYS RECEIVED
SEA' 16 iggi
Compliance Methods:
PART 5 - Acceptable Practice Method - 1 & 2 Family Dwellings (ONLY) FILM ? CODE DEPT.
PART 6 - Thermal Rating - Component Trade ,Offs - 1 & 2 Family Dwellings;
Multi-Family Dwellings
(3 Stories or Less)
PART 4 - Design By Component Performance - Commercial Buildings - Hi-Rise Residential
PART 4 & 6 - Compliance Methods Require Submission of Worksheets
APPLICANT'S NAME PROPERTY LOCATION
PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE:
1. Gross Floor Area - ' I4-S(0 Sq. Ft.
2. Type of Heat - Elec. Base Board Other .1--LA
3. Is Building Mechanically Cooled? YES YN. NO
4. Percentage of Area of Windows and Doors Over 17% Under 17%
THE R-VALUES GIVEN ON THIS SHEET MUST CORRESPOND TO REQUIRED
THE R-VALUES SHOWN ON PLANS SUBMITTED!
zee . . .
5. Insulation Values: .E " ual Sh n • Elec. Hea i er
A. Roof exposed to ambient temperatures 04,
-
tA.,uSSVElt.6
B. Exterior Walls R 19 .
C. Glazed Area R ld
D. Exterior Doors R 10
E. Floors over unheated spaces R
F. Edge of Slab on Grade (Heated Building) R
. G. Basement/Cellar Walls (Above Grade) R aux. 5E-s-ciecaPA
H. Basement/Cellar Walls (Below Grade) R. 1 O l-�L�I.�,c.SL�i o4'00.
I. Heating/Cooling - Ducts - Piping in Unheated Space R. J
6. Service (Domestic) Hot Water Heating Device
A. Conforms to minimum efficiency per code )( YES NO
TEMPERATURE CONTROL MAXIMUM SETTING 140° - WILL NOT BE EXCEEDED
�,{/l 0E5/07fll 743- 17g 1
PPLI NT S 'SIGNAATURE DATE TELEPHONE NUMBER'
INSPECTOR'S REMARKS :
.teo ,411F/
•
REV EWED BY
1/1,ft b-v i�1 OFQ�JEENS Lis
� CI TOWN OF QUEENSBURY
APPLICATION FOR SEPTIC DISPOSAL PERMIT Permit #
FeeSERdL 5. 99
Date: Rev e�wed ByCODE DEPT.
LOCATION OF PROPERTY FOR INSTALLATION: BOSS PGA, 6U63/1 h 0 - 3
Owner' s Name: /15 a A--EEJ 0 8 ae66ie
Owner' s Mailing Address: C 54(3 -din_ s �_t o¢ • ,31 -
Installers Name: 5m frhs �x
. cd ua ryar) Phone #: 79 g/Y3�p
Number of bedrooms (if residential ) : 3
Total daily flow (residential-compute @ 150 gal . per bedroom) : L/5 v
Topography-Circle One: lat Rolling Steep Slope % of Slope
Soil Nature-Circle One: Sand , Loam Clay Other — /Depth: 91
Ground Water-At What Depth? Feet _
Bedrock or Impervious Material-At What Depth? Feet
Percolation Test-Circle One: St Require Required/Rate Min. Per Inch
Domestic Water Supply-Circle One: Punicip.aj) Well Other
If domestic water supply is a well
Separation: Water supply from any septic absorption feet
PROPOSED SYSTEM: Septic Tank Mod gal . (Minimum size: 1,000 gal . )
Tile Field: Each Trench 50 feet//Total System Length /D D feet
Seepage Pit(s): Number of / Size each: ft. x ft.
Size of Stone to be used: # ai / Depth or Thickness fget
**************
HOLDING TA IF REQUIRED
No. of Tanks -ize of Each Gal .
Alarm system a sociated elec i al o k to be inspeeeted-my a certified
agency.
' *** ******
I have read the regulation on the reverse side of this sheet and agree to abide
by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal
Ordinance.
SIGNATURE OF RESPONSIBLE PERSON: a/. ,tW DATE:
•
Septic System Inspections:
A. All applications for septic system installation, alteration or ' repair,
as required by the Town of Queensbury Sanitary Sewage Ordinance, shall
be submitted to. the Building Department at least. 24 hours before start
of construction and shall include a plot plan showing:
1) the proposed location of the system
2) location and distance to lot lines
3) location and distance to structures
4) location and distance to any water supply
5) size and dimensions of all tanks, distribution boxes, tile fields
and/or drywel 1 s
B. No system shall be covered before inspection and approval by the Building
Inspector. Failure, to comply with this requirement may result in the
_ uncovering of the system by the installer and a fine of up to $250.00.
C. An approved copy of the plot plan shall be available on the construction
site. Failure to produce said plot plan at time of inspection may result
in an immediate work stoppage. -- --
D. Should unforeseen problems during construction prevent proper installation,
alteration or repair of an approved system, a new proposal must be submitted
to the Queensbury Building Department before further construction.
•
Town of Queensbury
Building & Code Enforcement
Department
531 Bay Road
Queensbury NY 12804
Remarks:
• YOU ARE HEREBY REQUESTED TO
' - INSPECT AND ISSUE CERTIFICATES. FOR THE FOLLOWING ELECTRICAL
• . EQUIPMENT TO BE INSTALLED BY
THE UNDERSIGNED
. TEMP.H DATE I c';`/ l, :-'
CITY OR VILLAGE TOWNSHIP COUNTY
-
{I 1,T.r\}_L"_`• .t, ,
STREET AND NO.OR ROAD( { POLE�NUMBER r
L(-c( I )-..--,- �il t ..'li �. 0,..b\ I l,.
BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? - SECTION - - BLOCK LOT .
OCCUPANOS 17AAE \-'~ BUILDING OCCUPANCY,
OWNER'S NAME AND ADDRESS HOME TELEPHONE NUMBER
i_, k,;c C t t f.--_ ,- ram\ =/- 1 V.) V— ;{',,, 1)r- f..>,- NNt tA--4='.c�,41 �A - f �7�- 7 -
CURRENT SUPPLIED BY FROM THEIR 4 J OFFICE'_ t• • WORK TELEPHONE NUMBER
% f
BUILDING IS
NEW Ud' OLD❑ WORK IS NEW ADDrrIONAL❑ DEFECTS REMOVED❑
LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED .
NUMBER OF OUTLETS No.of Fixtures& MOTORS HEATERS BRANCH OFFICE USE
Loca- Lamp Receptacles CIRCUITS ONLY
. tion Side Attach't H.P. Watts A.W.G.
Wall Recep'Is Switch Pendant Bracket No. Type Each No' Each No. Gauge INSPECTION
OUT-
SIDE -
SUB- .
BASE '
BASE-
MENT
1st
FL.
2nd
FL.
3rd
FL. ...... .- .-
REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE. _-_ .-----
THIS APPLICATION IS INTENDED TO COVER THE ABOVE-LISTED EQUIPMENT TO BE INSPECTED,BUT IF AT TIME OF INSPECTION,THERE IS
FOUND ADDITIONAL EQUIPMENT NOT ABOVE LISTED,YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUST THE FEE TO COVER
THE ADDITIONAL EQUIPMENT,AS PROVIDED BY THE APPLICANT. -
SIZE OF MAINS FEEDERS ELECTRIC SIGNS/LAMPS 10tAL WATTS
CHARACTER OF WORK ❑ EXPOSED GAS TUBE SIGN/TRANSFORMERS OF VA .
El CONCEALED
DATE WORK TO BE STARTED DATE COMPLETED SIZE OF SIGN(NUMBER) CAPACITY
SERVICE ENTERS BUILDING MANUFACTURER OF SIGN
❑ OVERHEAD ❑ UNDERGROUND
DATE INSPECTION REQUESTED ON(OR AS NEAR AS POSSIBLE) MUST DENT F CAT ENTER NUMBER
AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACES MUST BE FILLED IN OR APPLICATION MAY BE RETURNED.
PRINT NAME AND ADDRESS - //` ..„
i .,. _
,,,NAME OF APPLICANT DATE OF APPLICATION SIG- Y E F,APPLI l - f r i"1
F}{�' 1 A/I 1 ' / J Nl7J1 //�/ JJ,.! JJ % �J.<1 /J
ST_REIET'ADDRESS/` ` �—T `i 1rY-I C;4 1�s! �d .' `LEPH�Nt��}1 t- L.!yt ( ��
ltr-:'x 1 t (2l .:...,---1 Ir•l f • !Lt. J -- l 7 7 1
CITY OR POST OFFICE , - ` ZIP CODE LICENSE NO.WHEN APPLICABLE
❑ 85"John Street J ❑ 41 State Street ❑ 570 Delaware Avenue ❑ 217 Lake Avenue ❑ 202 Arterial Road
NEW YORK,NY 10038 ALBANY,NY 12207 BUFFALO,NY 14202.. ROCHESTER,NY 14608 SYRACUSE,NY 13206
(212)227-3700 (518)463-2122 ' (716)884-1155 (716)254-0141 (315)463-8552
. - TUF MI\A1 vnRK R(ARII-nF FIRE I INDFRWRITERS
•
!(.,‘„t_C,\bRl,?t,1 191,19,MI 19,i?91 19i 19,A[.,191, 91J91 191 1191,�11r 1.91.?91a91,".?91„191;9i.19i.)9(.a9.,19,1 MI 191 .1,91,a91.19�)9.CJ.91.I9(191.‘,9,a9,1 191 191„01/J91 tti�0i,MI,01,i.,,,iJ9/. "i.}.i,1..i,t.i.1.,4.
6. THE NEW YORK BOARD OF FIRE UNDERWRITERS ixiv4E 1 o
li "O`�`Oti3 BUREAU OF ELECTRICITY' ti
�; 41 STATE STREET,ALBANY, YORK•12207
Date J NUPRY 25,1993 Application :.on file105?,„:g692/r2421395I�
7
�: THIS CERTIFIES THAT �'Ei1l''12'I' .l` J. I" J��S. _
N ' only the electrical equipment as described below and introduced by '- , p sca
% named on the above application number in the premises of -
' HARRY & L1 3A hicTX*A1.D, 538—A WOLFE: RD, +OHNE:NS-BURY, N.Y. •. o
M
2 in the following location; ® Basement ® 1st Fl, ® 2nd Fl. Section Block Lot
; was examined on `'ANUARY 19+..1993 and found to be in compliance with the requirements of this Board.
FIXTURE FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS
OUTLETS ECEPTACLES SWITCHES
' INCANDESCENT FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. K.W. A . K.W. AMT. H.P.
i'
�' 22 ,��
5¢4 �' DRYERS FURNACE MOTORS FUTURE APPUANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS
i AMT. K.W. OIL H.P. GAS H.P. ' AMT. NO. A.W.G. AMT. AMP. AMT. AMPS.• TRANS. -AMT. H.P. SYSTEMS
OF FEETFEETAMT. WATTS
'
R ► ,
j
J. F i. 247
n 1
s§i .- �' SERVICE"-DISCONNECT- - ' --
NO.-OF-. _ -- - - -- -S- - - E--- •-R ---- -V-• - -I - — -C
p - E
�� AMT. AMP. TYPE EOUIP. 1,B'2W 1 0 3W 3 0 3W 3 o AW NO.OF�R%COND. OF CC. G. NO.OF HI-LEG OF NI LEG NO.OF NEUTRALS OF NEUTkAL
:i 2@) CB 1 :r"_ 1 4/0 1 2/& o
ii' OTHER APPARATUS: ' .• .
i; ,
f%.i'.C°.J —a
•
; SE`1';ii';1: DEP1 C`PtiRt—1.
r.
i, . :......=
v
i; .
-*--)--I; HARRY �3 IlcD�:NALD
�; 541 B BPLRDIN DR _ CjT�J'
!c QYTF,T!rASBURY. NJ', 12804 BRANCH MANAGER
ill; o
.�' Per
�; This certificate must not be altered in any manner;return to the office of the Board if incorrect. Inspectors may be identified by their credentials.
;a-,a,.'r.;";aci.,- ® ® 0000eo ® eeoo ® oo ® ® 00000 ® oee ,'.
'.; ' COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. _
RESIDENTIAL FINAL INSPECTION REPORT
Office No. (518)761-8256 Date inspection request received: LO
--/P---9e '704-1
Building& Code Enforcement >�
Arrive ('1�am/pm Depar L�
Dept. of Community Development Inspector's Initials
Town of Queensbury
742 Bay Road
Queensbury,New York 12804 ' A ` _ ��
C%,�. /"[C. `l 4( EMIT#
NAME /S�c-T DATE "/
LOCATION /3 i,...9D/k g- j
TYPE OF STRUCTURE S,44-4. AP,t
N/A YES NO COMMENTS
—r—
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake
Plumb Vent through roof
Roof Complete
Exterior Finish Complete
Interior/Exterior Railings 30"to 36"
Exterior Handrails,balconi.s,landing 18 in. or more
Interior Handrails stairs bo sides 3 or more risers
Grade 2%away from founda y...n
8"clearance to sill plate
Gas Valve shut-off exposed/regulato :" .tt•
itOF
Gas Furnace shut-off within 30 feet or .. line of site
Oil Furnace shut-off at entrance to - ace area
Furnace/Hot Water Heater operat g
Relief Valve(s)installed
Headroom,6 ft. 6 in.on stair
Basement stairs,6 ft.4 in.
Handrail exterior stairs both sides more than 3 risers
Interior privacy/trim/doors/main entrance 36"
Floor Finish
Bathroom/Kitchen watertight
Interior Handrails Balconies/Landing 18 in. or more
. Railing across window in stairwells
Smoke Detectors:
every level
every bedroom
outside every bedroom
inter connected
Bathroom fans
Plumbing fixtures i
Foundation insulation /;
3/4 hour fire door/door closer
Garage �/fireproofing /
Garage penetrations sealed
Furnace in separate room protected(in garage) r'
Light ventilation per room /
Safety glazing l 8"or less ` nos J M1
Final Electrical
Site PlanNariance required
Final Survey Plot Plan
As Built Septic System layout required
Okay to issue C/C(Certif. of Compliance)
Okay to issue temp. C/O(Certif. of Occupancy)
Okay to issue permanent C/O(Certif. of Occupancy)
9 of, j /7 (518) 761-8256
TOWN OF QUEENSBURY ,1
BUILDING & CODE ENFORCEMENT t,
742 BAY RD. , QUEENSBURY NY 12804 `z'+.,• 0'_ I.a;p,`
INSPECTOR'S REPORT: ARR�'AEPARTf IN'Ij
qi
REQUEST F IN++�
SPEC N REC IVE • f / — / — ! "/
l l NAME
LOCATION // ,
DATE / 1 G� (l.0 PER T P r
TYPE OF STRUCTURE:
RECHECK _ APPROVED
N/A YES NO
FOOTINGS/PIERS
MONOLITHIC POUR FO _
REINFORCEMENT -I PLACE -
THE CONTRACTOR IS RESPONSIBLE FOR
PROVIDING PROTE TION FROM FREEZING
FOR 48 HOURS FOLLOWING THE PLACE-
MENT OF THE CONCRETE. -
MATERIALS FOR THIS PURPOSE ON SITE _
FOUNDATION/WALLPOUR _
REINFORCEMENT IN PLACE
FOUNDATION/DAMPPROOFING
BACKFILL APPROVAL
PLUMBING VENT/VENTS IN PLACE
ROUGH PLUMBING -
PL MBING UNDER SLAB - _
•
RAMING: •
YYJ JACK STUDS/HEADERS ;f
BRACING/BRIDGING -
JOIST HANGERS /
JACK POSTS/MAIN BEAM ✓
AIR INFILTRATION BARRIER
HEATING ROUGH-IN
INSULATION:
FOUNDATION WALLS INTERIOR R-
FOUNDATION WALLS EXTERIOR R- _
FLOORS R-
WALLS R-
CEILING R-
DUCT WORK OR PIPING IN
UNHEATED SPACES R-
•
(518) 761-8256
TOWN OF QUEENSBURY ..
BUILDING & CODE ENFORCEMENT iq
A.lif
742 BAY RD., QUEENSBURY NY 12804 /k' ,:. r rF y
INSPECTOR'S REPORT: ARV'1 ' DEPAR'R��`5N
REQUEST FOR INSP CTIONN 1REECE s y
NAME m O Y^C A 0 - Of---AA_ '
LOCATION l'4.v WCI \�-�C�
DATE / PERMIT°E 0
TYPE OF STRUCTURE: ( ` G.RECHECK �f APPROVED
N/A YES NO
FOOTINGS/PIERS
MONOLITHIC POUR FORM
�
REINFORCEMENT IN PLA . e
/
THE CONTRACTOR IS RESPtONSIBL.S4OR
PROVIDING PROTE TION F OM FREEZING
FOR 48 HOURS FOLLOWING HE PLACE—
MENT OF THE CONCRETE.
MATERIALS FOR THI PURPOSE ON SITE
FOUNDATION/W�AtLEPOUR
REINFORCEMENT IN PLACE \ ///
`
L`. 4
-
FOUNDATION/DAMPPROOFING _ 'V!/
CKFILL APPROVAL
PLUMBING VENT/VENTS IN PLACE
ROUGH PLUMBING _
PLUMBING UNDER SLAB
FRAMING:
JACK STUDS/HEADERS
BRACING/BRIDGING
JOIST HANGERS
JACK POSTS/MAIN BEAM
AIR INFILTRATION BARRIER
HEATING ROUGH—IN
INSULATION:
FOUNDATION WALLS INTERIOR R—
FOUNDATION WALLS EXTERIOR R—
FLOORS R—
WALLS R—
CEILING R—
DUCT WORK OR PIPING IN
UNHEATED SPACES R •
—
1 4 1 3 0 (518) 761-8256
TOWN OF QUEENSBURY
BUILDING & CODE ENFORCEMENT 40s
742 BAY RD., QUEENSBURY NY 12804 µ
INSPECTOR'S REPORT: ARR A% DEPAR
REQUEST F R INSPECTION RECEI D: -J
-2_0( y,
vff\NAME _ l jC� O 5 MCI Q- Q
LOCAT ON 1 L JL/
DATE j ERMIT
TYPE OF STRUCTURE:
RECHECK APPROVED
N/A YES NO
FOOTINGS/PIERS I\ � C
v J
MONOLITHIC POUR FORM
REINFORCEMENT IN PLACE
THE CONTRACTOR IS RESPONSIBLE FOR
• PROVIDING PROTE TION FROM FREEZING
FOR 48 HOURS FOLLOWING THE PLACE—
MENT OF THE CONCRETE.
MATERIALS FOR THIS P RPOSE ON SITE
FOUNDATION/WALLPOUR
•
REINFORCEMENT IN PLA•'
FOUNDATION/DAMPPROOF11111,
BACKFILL APPROVAL W
PLUMBING VENT/VENTS IN !ACE —
ROUGH PLUMBING
r
PLUMBING UNDER SLAB
FRAMING:
JACK,STUDS/HEADERS
BRAZING/BRIDGING
JOIST HANGERS
JACK POSTS/MAIN BEAM
AIR INFILTRATION BARRIER _
HEATING ROUGH—IN
INSULATION:
FOUNDATION WALLS INTERIOR R— _
FOUNDATION WALLS EXTERIOR R—
FLOORS
R— _
WALLS R— _
CEILING R—
DUCT WORK OR PIPING IN
UNHEATED SPACES R •
—
/ pm
TOWN OF QUEENSBURY
Y. 531 BAY ROAD
ilk_ QUEENSBURY, NEW YORK 12804
TELEPHONE (518) 745-4447
BUILDING INSPECTOR'S REPORT
/?,t0AkIAJ&
FINAL INSPECTION
REQUEST FOR INSPECTION RECEIVED /L6 3
NAME ;� �/1 1�1� - � Cif
LOCATION ti4d� f96/ t__E'
DATE /f zOl y PERMIT# .y 1R.5"
TYPE OF STRUCTURE dl;
R CHECK, r�90 - rQ i1i �'I '�► /Y1.��GUi19�'�,✓�c
&II'' i ✓ ti. 1 1 - .�
_FIRE MARSHAL APPROVAL (COMMERICIAL STRUCTURE)
_ N -FOOTING FOUNDATIO BACKFILL FRAMING
_ROUGH PLUMBING AL ELECTRICAL _SEPTIC
INSULATION _WOODSTOVE/FIREPLACE
REM S y) e h _ - 1-(./t 1 LLnu ay,
cuv
J APPROVAL
N/A YES NO
CHIMNEY HEIGHT/LOCATION
B VENT/LOCATION
PLUMBING VENT ii '
ROOFING
SIDING
DECK/PORCH/STEPS/RAILINGS
XRELIEF VALVES add cfl.k-,i ;:7
)gaNALIYHOT WATER OPERATING I 1,...
INTERIOR TRIM/PRIVACY DOORS :.
FINISH FLOORS:
BATH/KITCHEN WATERTIGHT.,"
OTHER FLOORS SWEEPABLE (x,.
OTHER FLOORS CARPETED I
STAIR CLEARANCE/RAILINGS
SMOKE DETECTORS /
DOOR CLOSERS
BATHROOM FANS ./
)(ALL PLUMBING FIXTURES OPERATING -
GARAGE FIRE PROOFING
DOOR CLOSERS if
OTHER FIRE SEPARATION
FIRE/DEMISE WALLS
FINAL ELECTRICAL
OK TO ISSUE C/b OR C/C
COMMENTS: / /f
, ; i i) , .,-(„z-- 4
ee.
z;:--( 4/,,‘ - P I,
ARRIVE /2)57.9
DEPART Pr0'L _�)
INSPEC R
TOWN OF QUEENSBURY
` � 531 BAY ROAD
�� ,1, QUEENSBURY, NEW YORK 12804
TELEPHONE (518) 745-4447
BUILDING INSPECTOR'S REPORT
FINAL INSPECTION
REQUEST FOR INSPECTION RECEIVED
NAME ,�
LOCATION �y
DATE PERNITO 9 �d
TYPE OF S UCIURE S `1/
RECHECK
FIRE MARSHAL APPROVAL (COMMERICIAL STRUCTURE)
FOOTING FOUNDATION BACKFILL FRAMING
-ROUGH PLUMBING FINAL ELECTRICAL _SEPTIC
-INSULATION WOODSTOVE/FIREPLACE
REMARKS
APPROVAL
N/A YES NO
CHIMNEY ,�HEIGHT/LOCATI N
B VENT/LOCATION
PLUMBING VENT
ROOFING ;r'.
SIDING
DECK/PORCH/STEPS/RAILINGS
LA LIEF VALVES t IV;
WATER O ERATNG L''
INTERIOR TRIM/PRIVACY DOO S
FINISH FLOORS: /
BATH/KITCHEN WATERTIGHT
OTHER FLOORS SWEEPABLE
OTHER FLOORS CARPETED
STAIR CLEARANCE/RAILINGS
SMOKE DETECTORS,
DOOR CLOSERS A
BATHROOM FANS ," w\
ALL PLUMBING IIXTURES OPERATING
GARAGE FIRE POOFING
DOOR CLOSERS;
OTHER FIRE S'PARATION
FIRE/DEMISE BALLS
FINAL ELECTR
OK TO ISSU- "C/O iR C/C �1
COMMENTS:
ARRIVE 3) Y
DEPART 3'52 / '�
INSPEC R
„Lie,
TOWN OF QUEENSBURY
531 BAY ROAD
# = Y , QUEENSBURY, NEW YORK 12804
1 TELEPHONE (518) 745-4447
,,,L,�� BUILDING INSPECTOR'S REPORT
FINAL INSPECTION
REQUEST FOR INSPECTION RECEIVED I `9$
NAME Re-A..44a-p-IC:b69'�rz Q9
LOCATION
DAT 9 99 PERMIT#
TY OF STRUCTURE
RECHECK
FIRE MARSHAL APPROVAL (COMMERICIAL STRUCTURE)
FOOTING FOUNDATION BACKFILL FRAMING
-ROUGH PLUMBING FINAL ELECTRICAL _SEPTIC
-INSULATION WOODSTOVE/FIREPLACE
REMARKS
I
APPROVAL •
N/A/ YES NO
CHIMNEY HEIGHT/LOCATION
B VENT/LOCATION
PLUMBING VENT /
ROOFING /
SIDING
DECK/PORCH/STEPS/RAILINGS}
RELIEF VALVES I
FURNACE/HOT WATER OPERATING /
INTERIOR TRIM/PRIVACY DOORS F
FINISH FLOORS: tf
BATH/KITCHEN WATERTIGHT ,Y
OTHER FLOORS SWEEPABLE /
OTHER FLOORS CARPETED \
STAIR CLEARANCE/RAILINGS \
SMOKE DETECTORS / A
DOOR CLOSERS
BATHROOM FANS
ALL PLUMBING FIXTURES OPERATING,,
GARAGE FIRE PROOFING,
DOOR CLOSERS
OTHER FIRE SEPARATION
FIRE/DEMISE WALLS I
FINAL ELECTRICAL
OK TO ISSUE C/O OR;,C/C
COMMENTS:
v 4 110193 dr_)o96
/6•07-04,-2/7 =
ARRIVE ,�0
DEPART
INSPECTOR %>>
/vx
TOWN OF QUEENSBURY
BUILDING AND CODES DEPARTMENT
531 BAY ROAD
QUEENSBURY, NEW YORK 12804
TELEPHONE (518) 745-4447
BUILDING INSPECTOR'S REPORT
REQUEST FOR INSPECTION RECEI�V�ED
NAME W,�CL 2 0,e, r� � IZ c472a-i X
LOCATION e � f
DATE ///z)//� PERMIT ' 9,'— Z05I
TYPE OF STRUCTURE .5,4
RECHECK APPROVED
N/A YES NO
FOOTINGS/PIERS
MONOLITHIC POUR FORM .
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/WALL POUR
REINFORCEMENT IN PLACE rr
FOUNDATION/DAMPROOFING
BACKFILL APPROVAL
ROUGH PLUMBING
PLUMBING VENT/VENTS IN PLACE /
PLUMBING UJVDER SLAB
FRAMING:
JACK STUDS/HEADERS
BRACING/BRIDGING
JOIST HANGERS /
JACK POSTS/MAIN BEAM I
HEATING ROUGH-IN I
AINSULATION: r'
FOUNDATION WALLS INTERIOR R-
FOUNDATION WALLS EXTERIO R-
FLOORS R-
WALLS R- 3`( y.
CEILING R-; f‘.
DUCT WORK OR PIPING IN UNHEATED
SPACES
REMARKS:
ARRIVE .71)'
DEPART f 1 ;�--._ (,
INSPECTOR
(1 /& : 7 l/�J .KGI U
v
TOWN OF QUEENSBURY
BUILDING AND CODES DEPARTMENT
531 BAY ROAD
QUEENSBURY, NEW YORK 12804
TELEPHONE (518) 745-4447
BUILDING INSPECTOR'S REPORT
REQUEST FOR INSPECTION RECEIVED �pl�o', / 2-/5
NAME �/ (�° 0I CC./L i
LOCATIO 4- Ul l &LI / (
DATE Myi /, / /PPERMIT # 9/- &5/
TYPE OF STRUCTURE
RECHECK APPROVED
N/A YES NO
FOOTINGS/PIERS
MONOLITHIC POUR FORM
REINFORCEMENT IN PLACE
THE CONTRACTOR IS RESP/NSIBLE
FOR PROVIDING PROTECTION FROM
FREEZING FOR 48 HOURS1FOLLOWING
THE PLACEMENT OF THE CONCRETE. ,`'
MATERIALS FOR THIS PURPOSE ON SITE
FOUNDATION/WALL POUR \
REINFORCEMENT IN PLACE \
FOUNDATION/DAMPROOFING
J ACKFILL APPROVAL
)(ROUGH _PLUMBING \
PLUMBING VENT/VENTS IN ,PLACE\„ X
PLUMBING UNDER SLAB d' ,
FRAMING:
JACK STUDS/HEADERS
BRACING/BRIDGING/
JOIST HANGERS I 4
JACK POSTS/MAIN BEAM
HEATING ROUGH—IN
INSULATION: {
FOUNDATION WALLS INTERIOR R—
FOUNDATION WALLS EXTERIOR R— \ •
FLOORS R—
WALLS R—
CEILING R—
DUCT WORK OR PIPING IN UNHEATED
SPACES
REMARKS:
ARRIVE ---
DEPART (//
INSPECTOV
awn of Queenur,
BUILDINGgnd ZONING DEPARTMENT
Bay and Haviland Road, R.D. 1 Box 98
Queensbury, New York 12801
14i. —
SEPTIC DISPOSAL SYSTEM INSPECTION
NAME ` (),
LOCATION IAA L.(2- C� O 5S5
DATE_ q/i(i g2PERMIT NO. qt 3"."
SOIL TYPE - Sand Loam - Clay
Percolation Required? YES NO
Percolation rate - Min/Inch
TYPE of SYSTEM: -
Absorption field, total length a) c
Length of each-trench $'a
Depth of trenches "2_pT -_ •
Size of gravel
SEEPAGE PITS{Number of)
Size- ft. X ft. ,/1/`A--
Gravel size
PIPING:• v Size Type
Bldg. to tank i t-1-cfo Pv-L_
Tank to dist. b x '-I' t'4r _
Dist. box to fie d/p' i`-
Openings sealed? NO Partial
,!r
LOCATION/SEPARATI NS:/
Foundation to tank\) • / 3 ft.
Foundation to absorption
Absorption to lot urine t.5
Separation of pit t. W4541"-
r•^
LOCATION OF SYSTEM ON,PROPERTY(circle one)
Front -420-Left sie, - Right side -
COMMENTS:
Acs—,2ui
e
t_E-C—,1 0
•
SYSTEM USE APPROVED YES NO
Building ns ector
01/86 and vl
, . . • 1:
-01 OF QUEE.4t...,
RECEIVED,o‘V A.
a
.e.
F•°T.M. .:!4. CODE bE137'
'
1
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•
TOWN OF QUEENSBURY
BUILDING AND CODES DEPARTMENT
531 BAY ROAD
QUEENSBURY, NEW YORK 12804
TELEPHONE (518) 792-5832
BUILDING INSPECTOR'S REPORT
REQUEST FOR INSPECTION RECEIVED
NAME ` /4a 47vi . OW4- - `771a,C_Adr-i-naI c/
LOCATION At 4/1 `-k/w
DATE .41,o/C/;L PERMIT # 9/-&51
TYPE OF STRUCTURE $/ Z
RECHECK APPROVED
N/A YES NO
FOOTINGS/PIERS /1'24—Vioc1 S !�
MONOLITHIC POUR FORM
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/WALL POUR
REINFORCEMENT IN PLACE
FOUNDATION/DAMPROOFING y>„
BACKFILL APPROVAL
ROUGH PLUMBING /
PLUMBING VENT/VENTS IN PLACE ./
PLUMBING UNDER SLAB / •
FRAMING: r
JACK STUDS/HEADERS
BRACING/BRIDGING
JOIST HANGERS
JACK POSTS/MAIN BEAM
FIRESTOPPING R,
WALLS 7
CEILING
FIREWALLS
HEATING ROUGH-IN 1
INSULATION: 1 1
FOUNDATION WALLS INTERIORR=
FOUNDATION WALLS EXTERIORR-
FLOORS !R-
WALLS / R-
CEILING f R-
DUCT WORK OR PIPING IN UNHEATED
SPACES
REMARKS:
ttilocoivt.-)5L buls_c_v3y7,, 0
•
Jr;(- [C; r)::u o•or- f lA,,C,:
Lth i_S; -f [Jo ItiL
ARRIVE /6;'L( jy
DEPART //w{)
INSPETOR
TOWN OF QUEENSBURY
BUILDING AND CODES DEPARTMENT
531 BAY ROAD
QUEENSBURY, NEW YORK 12804
TELEPHONE (518) 792-5832
BUILDING INSPECTOR°S REPORT
REQUEST FOR INSPECTION RECEIVED
NAME�'qA a_&6)z -/�'l 0Cl,a 4-- o
LOCATION 130S.(3 f2P - (` r -�/
DATE ) ) �-- PERMIT 0 ` f -" 6 S 0
TYPE OF S(IRUCTURE
RECHECK a` TI-6 APPROVED
N/A YES NO
FOOTINGS/PIERS /0/3i/`l'( L n
MONOLITHIC POUR FORM
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 SIT/E
FOUNDATION/WALL POUR /
REINFORCEMENT IN PLACE /
FOUNDATION/DAMPROOFING n /'
BACKFILL APPROVAL ( 'ff`i( VI— X
ROUGH PLUMBING
PLUMBING VENT/VENTS IN PLcE
PLUMBING UNDER SLAB �r'
FRAMING: I
JACK STUDS/HEADERS
BRACING/BRIDGING d
JOIST HANGERS
JACK POSTS/MAIN BEAM
//)
FIRESTOPPING
WALLS
CEILING
FIREWALLS
HEATING ROUGH-IN
INSULATION:
FOUNDATION WALLS INTERIOR R-
FOUNDATION WALLS EXTERIOR R-
FLOORS R-
WALLS R-
CEILING R-
DUCT WORK OR PIPING IN UNHEATED
SPACES
REMARKS:
:1
IOU,U6Act0Jc N-0 1^iZC 1 ,0;-61L
14u(C 1,t) d —r21 L
ARRIVE
DEPART /r:-:S' 3- I/11
v I'NSPyCTOR
TOWN OF QUEENSBURY yW`
BUILDING AND CODES DEPARTMENT I
531 BAY ROAD
QUEENSBURY, NEW YORK 12804
TELEPHONE (518) 792-5832
BUILDING INSPECTOR'S REPORT
REQUEST FOR INSPECTION RECEIVED J /
NAME 1 1 C
LOCATION \ i )e)\ \1c f,f)0x
I 1
DATE/�"/ 1 i/ PERMIT # / — 62.5 e
TYPE OF STRUCTURE .
RECHECK APPROVED
N/A YES NO
FOOTINGS/PIERS
MONOLITHIC POUR FORM
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/WALL POUR
REINFORCEMENT IN PLACE
-AFOUNDATION/DAMPROOFING i`X
BACKFILL APPROVAL /
ROUGH PLUMBING
PLUMBING VENT/VENTS IN PLACE
PLUMBING UNDER SLAB
FRAMING:
JACK STUDS/HEADERS
BRACING/BRIDGING \
JOIST HANGERS
JACK POSTS/MAIN BEAtL
FIRESTOPPING
WALLS
CEILING
FIREWALLS
HEATING ROUGH-IN
INSULATION:
FOUNDATION WALLS INTERIOR R-
FOUNDATION WALLS EXTERIOR R-
FLOORS R-
WALLS ,+ R-
CEILING R-
DUCT WORK OR PIPING IN UNHEATED
SPACES
\ REMARKS,:
jlo 1-002.'). i a. '
V12 /
-.f, �- • 1 -�-1
°I NSC TOR
TOWNOF QUEENSBURY 1-i-14 _
BUILDING AND CODES DEPARTMENT
531 BAY ROAD
QUEENSBURY, NEW YORK 12804
TELEPHONE (518) 792-5832
BUILDING INSPECTOR'S REPORT
REQUEST FOR INSPECTION RECEIVED MC-
NAME WRRNMAOK
LOCATION � SS�c�� ,n (ay17 3
DATE / 3 - c` PERMIT # ( In ccY
TYPE OF STRUCTURE 3f CJ
RECHECK APPROVED
N/A YES NO
FOOTINGS/PIERS
MONOLITHIC POUR FORM
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/WALL POUR
REINFORCEMENT IN PLACE
FOUNDATION/DAMPROOFING
BACKFILL APPROVAL <
ROUGH PLUMBING
PLUMBING VENT/VENTS IN PLACE
PLUMBING UNDER SLAB
FRAMING:
JACK STUDS/HEADERS
BRACING/BRIDGING !"
JOIST HANGERS
JACK POSTS/MAIN BEAM '•f'
FIRESTOPPING
WALLS
CEILING
FIREWALLS
HEATING ROUGH-IN ;'
INSULATION:
FOUNDATION WALLSINTERIOR. R-
FOUNDATION WALLS' EXTERIOR\.R-
FLOORS R •
-
WALLS R-
CEILING
DUCT WORK OR PIPING IN UNHEATED
SPACES
R RKS: '
f(1 CJ2_i'I +r L/lu. /
6 / I- l,i,11
ARRIVE ft 3()
DEPART r-�(U F
1 v R INSPECTO
V
itnrun inn l:
Raid all Nines Ohl This Sheet DESIGN LOAD t LE71 FORCE ..:,.MBA LEN FORCE MBA FORCE MBA FORCE
i- 2 6.83 —3383 ' 5— 6 8.08 3122 2— 7 —726 3— 6 947 LUMBER SOLUTION
A espy M this drawing le Is be plea Is the balking TOP LL- 50. PSF . 2- 3, 6.17 -2908 . 6-7 8.23 2102 . 3- 7 947 4- 6 -726 TOP 2X4 MSR SPF,
designer Iardlhset/engleser)8 erecting contractor. TOP DL- 10. PSF 3- 4 6.17 -2908 :7- 1 8.88 3122
This design le validly twe years from the design date. BOT LL- 0. PSF 4- 5 6.83 -3383 Flo 2100 E 1.8
BUT DL- 10. PSF BOT 2X4 MSR SPF,
DESIGN INFORMATION DUR OF LOAD INC 1.15 • Fb 1650E 1.5
The information shown on this sheet has been prepared to be SPACING 24.0 IN 0/C WEB ,2X4 STD SPF,
used by an experienced wood truss fabricator.This truss has
been designed to support loads in plane parallel to the truss.in a ADDITIONAL LOAD �i/ —6-6� .
straight and vertical postlon based on information provided by JT LBS ' MBR PLF / •the client.The designer disclaims any responsibility for NONE NONE
damages as a result of incorrect information specifications
and/of design furnished to the designer by the diem as it may JT REACT MIN BRG
ofREC CHB - .32' AT 6
relate to a specific project and a failure materials specified 1 1779. 3.50'
herein to meet with structural properties published by their 5 1779. 3.50'
manufacturers and accepts no responsibility or exercises no .
control with regard to fabrication.handling.shipment and •
installation of trusses.The truss has been designed as an
individual building component in accordance with latest
revisions of TPI and NDS.to be incorporated as part of the
building design by a building designer.When reviewed for
approval by the building desgner,the design loadings shown
must be checked to be sure that the data shown are in
agreement with the local building codes,local climatic records
for wind or snow loads,project specifications or special applied •
loads.The design assumes compression chords(top or bottom)
are continuously braced by rigid sheathing.Where bosom -
•
chords in tension are not July braced laterally by a properly
applied rigid ceiling,they should be braced al a maximum
spacing of 10 ft.o.c...Provide contirous lateral bracing on webs
and/or chords indicated to prevent buckling failure.Braces
should be nailed to truss members as indicated.Restrain lateral
bracing at ends and al intervals specified by the building
designer.Provide a minimum of 3.5 inch wood bearing aid 3
adequate anchorage to resist uplift al supports,.Designm 5+assumes 0-
that adequate drainage to prevent pending is to be provided by .
others.Design live load deflection limit span/240
FABRICATION NOTES
Prior to labrication.the fabricator shall review this dravnny ix • 4
verify that this drawing is in conformance with the fabricator's 1 (-
plans and to realize a continuing responsibility for such 5.00 V \5* \�*� �J 5.00
verification.Any discrepancies are to be put in writing to
designer for correction before cutting or fabrication.Connector•
plates shall be manufactured by a single manufacturer specified
on this sheet from 20.18.a 16 gauge ASTM A446 grade A or
better hot dipped galvanized steel(G60 or(190),and shall meet 1
or exceed plate values specified on this sheet or published. .a+0 Ai•
Males'shall not be installed over knotholes,knots or distorted i
grain.Members shall.tit cut for tight lilting(wood to woad
bearing).Connector plates shall be located on both laces of the-
truss with teeth fully embedded straight in (90 degrees) Q Q according to manufacturers specifications and shall)e •
symmetrical around the joint.A 5x4 plate is 5"wide and 4"lopg. n i
A 6x8 plate is 6'wide and 8'long.Slots(holes)run parallel to the NO3�y Al.') " '
plate length specified.The length o1 the plate should run parallel
to cord members except on single web joints,in which runs
parallel to the web member.Locale"in panel-splices at 1/4 7 6
point of the panel length• at&adores shown on the truss - ' 17/A SPAN 26— 0— 0 (FT, INCHES, 16'S) SCALE= .250/1.0 — "
6
drawing.Consider oversizing the plates foe handling.Lumber
must bear a grade mark from an inspection and grading agency reviewed 4/16/90
approved by American Lumber Standards coenmittee.and must • DATE 2/11/8B
be of the size.grade and species shown on the drawing.The
lumlabrbiealion.r slure Doubkoeutsnewebtent to be l9%memb¢rssha less lilm�eeialelne ,el�f�' �.\`,tt+�r`1 r'l'rll��� JOB ID COM265,
centrodof the webs.This Vussis not lobe fabricated with lire QIJ ;••�' i,1, Ilj,-/,,,//� SHEET? OF7
retardant or chemically treated wood.For additional informaiion �' 'I.
� � _ ��•`;tr: ` `� n��; Job No. 1228
on quality control refer to the TPI Duality Control Manual 8 TP1 .,E9
Recommended Code of Standard Practice.This truss not to De �l� - f .. i
used in a chemical or humid environment. which would „'. _ _ �'•• `�_
adversely eltect the connector plates and/or lumber,. Cs,— !:� T
PRECAUTIONARY NOTES L i7 `1 1992 • >�
Trusses are lobe handled with particular care during fabrication.
bundling.storage,delivery and installation to avoid damage. •
Temporary and permanent bracing for folding trusses in a -"- - .- - _ ... ._. ---.._. _---_..-- .----_ t—. . = t•'.•'. ..j "'r
straight and vertical position and for resisting lateral forces shall BLDG. ' •t'
be designed and installed by others. Careful handling isn� .
essential Erection bracing is always required during installation t()cjt'.DEP I. (. •,'J `v• V\.
to avoid toppling and dominoirg.The supervision of the ereclw,r .....•
or trusses shall be under the control of a licensed contractor •rrTS,,r• •.
experienced in the installation of trusses.Professional advice •` `�
shall be sought it needed.No bads shall be applied to trusses • :,:i 11 t 1\'\\
I t I
until after all lastenngtand bracing is completed.Concentration
of construction loads greater than the design loads shall not be
applied to trusses at any time Refer to HET.00 for TPI
recommendations on handling&erection 01 trusses.
BRACING NOTES TEE-LONIBOCA,SBCCI.FHA L MISCI
Bracing shown on his drawing is not erection bracing.wind CONNECTOR PLATE VALUES,Fy'4N4
bracing or similar bracing which is part of the building design • • PSI OR PLC PER PLATE ,GROSS,
and which must be considered by the buildigdesnyer.Bracing GAGAN ENGINEERING. LAT.SuE.TE"' LOT.SHF.TE".
shown is to reduce buckling length of truss members only.
Additional bracing of overall structure may be required.Fa, c T-cla 20g.. TL-ST 2mg..
'.'_,;1'specfictruss bracing requirements contact buldigd nee ..I•lti': 34 '`.S. 1OUI I RRACE4 ,�`: Iy � MAX. rein 426 ,19 224 419 .tit
~•I• egg r^•�:`^ \ -` f" = • j. tlh�t "j I MIN. 159 240'40:1 172 236 344
\; •r.Reler to BWT..761a Tfl recommendation on bracing(Truss- �' �S "'
by'ucPWlelnshtuk,TRsfocaled t'- . ,l',)i•._ I • '#' c,•S�t, • - C-GIG 1Bga. T-L-S Iev•
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077 OUEEM-Sbuh,
FF G'- -," :- i V E D
SEP 16 1991
'LDG. & CODE DEPT.