96-337 BUILDING PERMIT
VALUE $ 3800 TOWN OF QUEENSBURY No. 96337
TAX MAP NO. 6 . -1-2 WARREN COUNTY, NEW YORK
PERMISSION is hereby granted to
CHRYS, MICHAEL E.
OWNER of property located at 251 ASSEMBLY POINT Street,Road or Ave.
in the Town of Queensbury,To Construct or place a
2—CAR DETACHED GARAGE
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.
1. OWNER'S Address is
1001 MORGAN AVE.
SCHENECTADY, NY 12308 2812
2. CONTRACTOR or BUILDER'S Name
CRANDALL, CHRIS
3. CONTRACTOR or BUILDER'S Address
R.D. #1, BOX 1376
LAKE GEORGE, NEW YORK 12845
4. ARCHITECT'S Name
5. ARCHITECT'S Address
6. TYPE of Construction—(Please indicate by X)
2-CAR GARAGE
I ►Wood Frame ( 1 Masonry ( 1 Steel ( )
7. PLANS and Specifications
70010SQ FT 2-CAR DETACHED GARAGE AS PER PLOT PLAN SPECIFICATIONS
8. Proposed Use
2-CAR DETACHED GARAGE
35 June 26 98
$ PERMIT FEE PAID —THIS PERMIT EXPIRES 19
(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.)
26 June 96
Dated at the Town of Queensbury this ay of 19
a
SIGNED BY for the Town of Queensbury
uilding and Zoning Inspector
Deliartinent of Community Development Reviewed By: ��C'
Building & Code Enforcement i 3 'Iding Inspector
Town of Queensbury i Permit No.
742 Bay Road --A,
Queensbury, New York 12804 "" t tee Paid $ S
•
(518) 761-8256 Building , • `-�i , f' 11 Permit Apphcatron
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 tie applicant MUST appear on the application form.
Applicant: /6'/C let/ ✓fi/f owner: KleV t •
Address: /0°/ ®k(_-///v Ai' Address:
/k)7S K, yufv4 r'�y t z s�u> VI t-R1 A-/.)G L`77 ,�ig L
Phone # C& _)3/Z - /OD I Phone # ( ) -
Property Location: i! 4S4tiy,4'c.c� PAN EC.i,,. /'
Subdivision Name Ac.v 'Fax Map Number • ------/ t Z
Section Block Lot
N711E OF PROPOSED WORK: ESTIMATED MARKET VALUE OF THE
New Building: CONSTRUCTION: $ eSe300
residence / commercial
Addition to Building: ......._...
residence / commercial OCCUPANCY INFORMATION:
Alteration to Building: Primary Building - •
residence / commercial Single Family Dwelling
Residence / Commercial Two Family Dwelling
no change to exterior size Family Dwelling
Office •
Other Work (describe below) Mercantile
Manufacturing
✓ Other 0,$271C-
GROSS AREA OF PROPOSED STRUCTURE:
1st Floor 760 sq. ft . If ADDITION, what will use
of new addition be? :
2nd .Floor � sq. ft .
Other Floors sq. ft .
(not unfinished cellar or basement) ACCESSORY BUILDINGS:
V Detached Garage
TOTAL FLOOR AREA: �° SQ. FT. Attached Garage , car
Private Storage Building
SIZE OF NEW STRUCTURE : Commercial Storage Building
Other
_IL'
__I FEET X FEET
•
Foundation Type : CU;jCr ret SLkt3 Will any second-hand or ungraded
Number of Stories : 1 lumber be used? If so, for what?
(habitable space only)
Height (grade to ridge) : I ,
1 feet TYPE OF HEATING SYSTEM:
Number of fireplaces and/or woodstove (circle all which applies)
to be installed: Electric / Oil / Gas / Wood
Forced Hot Air / Baseboard / Other
•
Person respons ' ble for suptvvision of work aq regards to building
codes is : xtrlNitt_ v(il-IS (Ud\ kiii a-.c ArJ 5 -11 --(OO
Name r11 ddresss Phone
Builder: _ Cti 12iS (.�12A Ns o ct t_, • •
Plumber:
Mason: . . •
Electrician : .
DECLARATION: Please sign below after you have carefully read the statement.
To the best of my knowledge the statements contained in this application, together with the plans
and specifications submitted, are a true and complete statement of all proposed work to be done on
the described premises and that all provisions of the Building Code, the Zoning Ordinance and all
other laws pertaining to the proposed work shall be complied with, whether specified or noted, and
that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a
Certificate of Occupancy or Ce ' Ica of Compliance being issued, an AS BUILT PLOT PLAN by
a licensed surve or dr wn to ale s owing actual location of project on premises.
Signature:
(owner, owner's ages , architect, contractor)
RESIDENTIAL FINAL INSPECTION REPORT
Office No. (518)761-8256 Date inspection request received:
lavv-1
Building& Code Enforcement
Dept. of Community Development Arrive g05 am/pm Depart pm
Town of Queensbury Inspector's Initials r
742 Bay Road
Queensbury,New York 12804
PERMIT# •
NAME S\"\i4 0• • UV DATE ��LOCATION
OF STRUCTURE ? 'i(
TYPEc�- iu`"
N/A YES NO COMMENTS
Chimney Height/"B"Vent/Direct Vent Location /� � y j j/L4 / fll ��
Fresh Air Intake (�f/ //"�/ /
Plumb Vent through roof
Roof Complete
Exterior Finish Complete
Interior/Exterior Railings 30"to 36"
Exterior Handrails, .• conies,landing 18 in.or •
Interior Handrails stair both sides 3 or more ri•• s
Grade 2%away from fo •.tion
8"clearance to sill plate
Gas Valve shut-off exposed/re ator 1:' above .••.de
Gas Furnace shut-off within 30 f: or thin lin:of site
Oil Furnace shut-off at entrance to •• :.
Furnace/Hot Water Heater operat'
Relief Valve(s)installed
Headroom,6 ft. 6 in. on stairs
Basement stairs,6 ft.4 in.
Handrail exterior stairs bo • sides more than 3 risers
Interior privacy/trim/doo ain 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
Foundation insulation
3/4 hour fire door/door closer
Garage fireproofing
Garage penetrations sealed
Furnace in separate room protected(in garage)
Light ventilation per room
Safety glazing 18"or less from floor
Final Electrical
Site Plan/Variance 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)
TOWN OF QUEENSBURY
Lf BUILDING & CODE ENFORCEMENT
tlEgY
742 BAY ROAD
QUEENSBURY NY 12804
(518)761-8256
ARRIVE: fl(l.34► DEPART: INSP: (47...
FINAI. INSPECTION REPORT —RESIDENTIAL
DATE INSPECTION RE' UEST RECEIV D: [ —7 6 /
NAME \ `.il �� (A
LOCATION 54 !`I 551.50nY\ kjJ(
DATE l _.567 PERMI
NJ
CA/1TYPE OF STRUCTURE .yzny.„FOOTINGS FOUNDATION BACKFILL FRAMING
ROUGH PLUMBING SEPTIC INSULATION
FINAL ELECTRICAL WOODSTOVE OR FIREPLACE
N/A YES NO
CHIMNEY HEIGHT/B VENT/HEIGHT
;)
PLUMBING VENT
ROOFING
EXTERIOR FINISH
DECK/PORCH/STEPS/RAILI •
RELIEF VALVES
FURNACE/HOT WATER OPE TINE
INTERIOR TRIM/PRIVACY DOORS
FINISH FLOORS:
BATH/KITCHEN WATERTIGHT ,
OTHER FLOORS 'SWEEPABLE
OTHER FLOORS CARPETED
STAIR CLEARANCE/RAILINGS
SMOKE DETECTORS .
BATHROOM FANS
PLUMBING FIXTURES
FOUNDATION INSULATION
GARAGE FIRE PROOFING
DOOR CLOSERS
FINAL ELECTRICAL
SITE PLAN/VARIANCE REO.
FINAL SURVEY PLOT PLAN
OK TO ISSUE C/O OR.C/C i4Yc4
A/..ep
C . :
gym.'
\ VW) (518) 761-8256
TOWN OF QUEENSBURY (011/
BUILDING & CODE ENFORCEMENT
742 BAY RD., QUEENSBURY NY 12804 -�
INSPECTOR'S REPORT: ARR &A/DEPART INT
REQUEST FOR IINS�P,ECTION RECEIVED
NAME ` _ f V v
LOCATION IAs
, 2 6iyl.
1-'
DATE Li---.2_C\-` t PER IT 6-3.37
TYPE OF TRUCTURE: 7O: Li
RECHECK _ APPROVED
N/A YES NO
FOOTINGS! IERS
MONOLIT1iI POUR FORM
REINFORCEM NT IN PLACE
THE CONTRAsTOR IS RES ONSIHLE FOR
PROVIDING • OTE TION ROM FREEZING
FOR 48 HOUR. FOLLOWI G THE PLACE—
MENT OF THE CONCRET' .
MATERIALS FO• THIS 'URPOSE ON SITE,
FOUNDAT ON W'' LPOU
REINFORCEMENT LACE L
FOUNDATION/DAM!OOFING
BACKFILL APPROV
•LUMBING V NT V4 S IN PLACE
ROUGH PLUMBING
PLUMBING UNDE• •
FRAMING:
JACK - BR GRS ✓
BRAC, G D N BR ' G
JOIS HANGERS
JACK POSTS/MAI BEAM
AIR INFILT• • ION BARRIE*,
HEATING ROUE
PIIIM
INSULATION:
FOUNDATION WALLS INTERIO• R—
FOUNDAT ON WALLS EXTERIOR '
FLOORS
WALLS
EIL NG R
DUCT WO•K OR PIPING IN
UNHEAT ' SPACES R-11
AkAl
J !
(518) 761-8256
TOWN OF QUEENSBURY161
BUILDING & CODE ENFORCEMENT
742 BAY RD., QUEENSBURY NY12804 -C ,
INSPECTOR'S REPORT: ARF/ 3 DEPARvhl U'/J INT )6
REQUEST FO INSSPECTION RECEIVED: 76 45
NAME - 1.10
LOCATION /4�J /2't
DATE t/Z7 PERMIT I -0- 33 7
TYPE OF STRUCTURE:
RECHECK APPROVED
N/A YES NO
Ffpppp�OTINGS/PIERS /
�NOLITHIC POUR FORM //
REINFORCEMENT IN PLACE (,//
THE CONTRACTOR IS RESPONSIBLE FOR,
PROVIDING PROTE TION FROM FREEZI
FOR 46 HOURS FOLLOWING THE PLAC
KENT OF THE CONCRETE.
MATERIALS FOR THIS PURPOSE 0 SITE
FOUNDATION/WALLPOUR __
REINFORCEMENT IN PLACE ,
FOUNDATION/DAMPPROOFI p _
BACKFILL APPROVAL
PLUMBING VENT/VENT' IN PL:CE
ROUGH PLUMBING __
PLUMBING UNDER SLAB
FRAMING:
Y
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-
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.14 Job; Truss Truss Type Oty ply
1996MAY FINK 19 1 •
BELLEVU E BUILDERS SUPPLY 3.300—s Sep 20 1995*Usk lydusirws,Inc. Tus May 07 16:39:34 1996 Page 1
14143 6-6-4 i 12-6-0 i 18-5-12 i 25-0-0 2t8i-0
0-60 6-6-4 5-11-12 5-11-12 6-6-4 0-6-0
4x4=
3
- 6.00112 A
2x4., 2x4/,
2 4
i\ /7•
I V
2 i+z i ::� Ili
8 7 6
4X6= 4x4= 3x6= 4x4= 4x6
8-6-3 { 16-5-13 25-0-0
8-6-3 7-11-11 8-6-3
Ptw of w(X Y) (1 d140,0 3-0j,15:040.0-0-m
LOADING(pee) SPACING 2-0-0 C$I • OEFL• car) Doc) Vds8 PLATES GRIP . . ._..._..
TCLL 50.0 Plates Ha rsase 1.15 TC 0.83 Verl(LL) 0.23 7/6 999 M20(20ga) 199✓146
TOOL 10.0 Umber Increase 1.15 BC 0.69 Vert(TL) 0.32 7/6 932
BCLL 0.0 Rep Stress Ina YES WB 0.38 Horz(TL) 0.08 5 n/W
BCDI 10.0 Cods TPI Min Length/LL dell=240 Weight 80(lbs)
CINDER BRACING
TOP CHORD 2 X 4 SPF 1660E 1.5E TOP CHORD Sheathed of 2-5-11 on center grlin spacing.
SOT CHORD 2 X 4 SPF 1650E 1.5E BOT CHORD 1-8:6-3-0,7-8:6-3.0,6-7:8.3-0,5d-6.3-0.
WEBS 2 X 4 SPF Stud
REACTIONS (lbshta.) 1=1790r0-34.5=1790I04-8
Mix Hod 1.68(load ate 3)
Mbx Wit 1=-193(losd case 4),5=-193(loed case 4)
•
FORCES
TOP CHORD 1-2=-2757,2-3 -2363,3.4=-2363,4-5=-2757
801 CHORD 5-6=2449,6.7=1674.7-6-1674,1-8=2449
WEBS 24=428,3-8-822,3 22,4.8=428
NOTES -
1)lids buss has been designed for the wind loads generated by 80.0 m.p.h.girds at 25.0 feet above ground lwN,using 5.0 p.s.f.top chord deed load and 5.0 psi bottom chord deed
bed,100.0 miss front Mrdcane oc wdire,on a category I en dosed bulking,of dimensions 45.0 by 24.0 wdh exposure C(ASCE 7-93). Lumber morass.= 1.33,Plate Increase=
1.33.Both end verticals are exposed.
2)SIMPSON 142.5 connectors recommended to conned truss to bearing walls duo to uplift as Mows:One connector at joint(*)1,5.
-LOAD CASE(S) Standard
t�
I
N
0Y
N
OY N
OY
N
OY N-
Y
I I
_ N
OY N-
i
OY
cd-
N
i
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O
N