2003-635 (2) TOWN OF OLIP'SNRY 81JUNG DEPARTMENT
Based On oif limited examination,
CnliafO With our comment$$hall
not e winstrued as indicating the
plans, and specibtions are in full
Compliance with the Building Codes
of New b State. Po 0 S
T Stephan, Ee ( din C 4# 1'
8 Lidia Lane
4' Crushed Stone /-4#
Queensbury, N,Y1 18804 2 2
Rows 1/2'Rebar
3500# concrete
ToWt i or
i r OUEMEURY
BUILDING&C EFT.
REVIEWED BY
DATE
CAPY
U Monolithic Concrete Slab 24'
NOTICE
KRA5?ApM 11MLATIg! MUST B�
Coqg gy RON-COMBUSTIBLE�ARRIER.
NOTICE 36/
FOAM INSULATION MUST BE COVI-
BY A 15 MAIM THERMAL BA RR �,.R
Garag e' Foundation
T, Stephen Fielding
8 Lldla' bane
Queensbury , N , Y, 12804
793- 5739 .
5/12
16' x7' 0HD 8' x7' OHD
36' ---►
Garage Front
Elevation
T , Stephen ReVng
6 Lidla Lane
Queen,sbury ) N . Y . 12804
793 -5739
5/12
J ❑ ❑
C LJF7
3-6/ -�
Garage Back
Devation
i Stephen Fle4-ng
8 Ala Lone
Queens6ry, N,Y, 12804
793-5739
5-1z
2C'
Garag : Left Side
Eevation
T, Stephen Fielding
8 `Lidia bane
Queensbury, N.Y. 12804.
793-5739
5/12
8'-4 1/2�
NO
24'
Garage Right Side
Elevation
T, Stephen Fielding
8 Ala 'Lane
Que'ensbury, N,Y, 12804
793-5739 Deslon Load
90 Wind
70 Ground Snow Load
12
5
ContInous Aluminum Ridge Vent
-25 yr, 3 Tab Shingles
.15# Tar Paper
5/8' CDX Plywood Sheathing
Engineered Trusses 24' o,c,
White Aluminum Fascia
2 x 6 Sub-fascia ,
o Perferated Vinyl Soffit at Eaves
Double 2 x 10 Headers
Anchor Botts 6' oc VInyi. SIdIng
7/16' Aspenite
10 1
8-2 x 4 studs 16 o1c,
Grade
Pressure Treated 2 x 4 Sitt
12' thick 16' In from edge monolithic stab
6#1 24' 2 Rows 1/2' Rebar
4' Crushed Stone
Garage Cross Section