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ZONING INFORMATION
"Ll - I A -Light Industry
Min. Lot Area
I Acre
Min. Lot Width
200 Ft.
Min. Lot Depth
200 Ft.
Min,Front Yard
50 Ft.
Min. Side Yard
30 Ft.
Min. Rear Yard
30 Ft.
(All land uses in LI Zones will be
subject to Site Plan Review).
To DEED REFERENCE
CRA/G ,SEELEy, CAWez£J' J'EELEy John E. Wertime
4A1O GLEN 4g4rC4`_rE
8/2e,119941 9241/B9 to
Margaret B. Baxter
4/24/1967 480/374
. - G[EN QATEA.fE T°
TO C.2A/G SEEL Ey
.SEELEY
7/ZB//99,54.
3130/ 96' MAP REFERENCES
( LOT O
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(9 L -A4f F4L L.I , /1/zwi IO,e�
1e6V1S/O.1S:
Map of Lands of J. Clinton
Smith," dated 6/10/1955, made
MAP oFA P,QoaOSED by Leslie W. Coulter, L.S.
5UA5D1V1s/o.1OF LANDS Map Showing Survey of Lands
of C,PA/G .SEEGEy, A3Y of Margaret Baxter," dated 9/8/1975,
CO!/LTE.2 �Z made by Schafer & Schafer, Land
T>9TE4 ,41,ve 29, l99#. Surveyors.
C'O/1/T296Ied aE2wED F,POM TOP06.PAPiS�/C
/.✓ p� fSESS/o/v of C'OULTE2
MCCOPiJ7gC,� - By/ cS. aFA/y A_O.2
I �y�,2Lcey CE,eT/F,V TO C,PA/G SEELEY,
CHA.PLES JEELEJ/ , kEY ,tiw,V,C of /VET✓ ya,e.�C ,QNO
�Y/o,V,QoE TITLE i.V,!'t�.2A,VcE Co.e.00.2�4T/oN, THAT THis
,w4,o wwJ 4N ACTv,4L �f'U,eliEy oN 7' e
G,eov,VO 4CCO2O/,V4 TO eeCo,20 .0ESC,2/nor/oNJ; 4A14
Tf/Ar /T J//OWX THE Co eeec7- Loc,97-/0N of 7,91E
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/Wec// 24>99S zf�" " l oL�
DATE f%VAORZ t/ T. /ycCo,e/W,9C,e,104S.
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NOTES & SPECIFICATIONS
WALL BRACING
a) Absent the structural diaphragm achieved by wall and roof sheathing,
bracing of the walls and roof is crucial to the capacity of the building to
withstand lateral forces due to winds and other causes. Diagonal bracing is
required at each corner of the structure and at intermediate points along the
walls. Temporary and permanent secondary bracing elements are required in
the roof structure.
b) At each corner of the building in both directions where possible, diagonal
corner braces, 2"x 8", shall be installed from sill to plate at an angle of 45
degrees with the horizontal, and said braces shall be secured to every
intersecting stud or other structural element. Where it is not possible to install
corner diagonals, such as at overhead door openings, it will be necessary to
apply sheathing to develop a plywood diaphragm to stiffen the wall openings.
c) At intervals of 35 feet or less along building walls, double 2" x 8"
diagonal braces, i.e., "X-Bracing," shall be installed over the full height of the
wall such that bracing members intersect at an angle of 90 degrees. (Double
diagonals are both stiffer and stronger than single diagonal members.)
ROOF TRUSS BRACING
a) The owner shall obtain the recommendations of the truss
manufacturer with regard to temporary shoring and bracing during erection,
and permanent bracing to protect the integrity of the structure.
b) Both horizontal and vertical cross -bracing are required in the roof
structure. Endwalls must be reinforced to withstand lateral forces, either by
shear walls or some other effective method. Provide diagonal bracing in both
transverse and longivdinal directions in accord with the recommendations of
the truss manufactuer.
c) Trusses shall Je effectively secured to wall plates by anchors designed
specifically for the Iurpose. "Hurricane anchors," e.g., by Simpson, shall be
installed to prevent movement due to uplift or lateral forces.
HEADERS
a) Door headers shall be adequate to carry roof loads without excessive
deflection. The most critical header is at the 16'- wide door situated under the
eaves where loads are heaviest. A steel shape, say, W 12 x 27 will provide
adequate streng!h irbending, with a maximum deflection of approximately 0.6"
under full snow load Headers in endwalls can be fabricated of laminated wood
structural elements such as "MicroLam."
CONCRETE
a) Concrete for footings and foundation walls shall have a 28-day
compressive strength of 3,000 psi.
b) Concrete for slabs -on -grade shall have a 28-day compressive strength of
4,500 psi.
c) Provide control joints in the floor slab as shown on the plan.
d) Compact subbase (dry loose sands) to maximum density at optimal
moisture content before emplacement of concrete.
e) Reinforcing steel shall have a minimum yield strength of 40 ksi.
f) Slices in continuous rebars shall be lapped a minimum of 30 diameters.
FRAMING LUMBER
a) Framing lumber shall have a minimum fiber strength of 1,000 psi in
bending.
b) Wall sills shall be pressure treated and anchored as shown on the plans. Sill
seals shall be installed between concrete and sill.
1. Roof trusses shall be designed and constructed to carry the following loads:
SNOW LOAD: 50 psf
CEAD LOAD: 15 psf
WIND LOAD: 20 psf
2. Fire Stops shall be installed between ceilings and roof decks as follows:
Machine Shopat the third points.
Welding Shopat midpoint.
Fire Stop construction shal consist of one continuous membrane of 1 /2" gypboard
securely fastened to a roof,russ and sealed at the ceiling, underside of roof deck and
at the eaves. Rock wool SOE "Thermofiber", shall be stuffed into the spaces
between the ceiling and thesheetrock, and between the roof deck and the sheetrock
to make a continuous tightseal.
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NOTES & SPECIFICATIONS
WALL BRACING
a) Absent the structural diaphragm achieved by wall and roof sheathing,
bracing of the walls and roof is crucial to the capacity of the building to
withstand lateral forces due to winds and other causes. Diagonal bracing is
required at each corner of the structure and at intermediate points along the
walls. Temporary and permanent secondary bracing elements are required in
the roof structure.
b) At each corner of the building in both directions where possible, diagonal
corner braces, 2"x 8", shall be installed from sill to plate at an angle of 45
degrees with the horizontal, and said braces shall be secured to every
intersecting stud or other structural element. Where it is not possible to install
corner diagonals, such as at overhead door openings, it will be necessary to
apply sheathing to develop a plywood diaphragm to stiffen the wall openings.
c) At intervals of 35 feet or less along building walls, double 2" x 8"
diagonal braces, i.e., "X-Bracing," shall be installed over the full height of the
wall such that bracing members intersect at an angle of 90 degrees. (Double
diagonals are both stiffer and stronger than single diagonal members.)
ROOF TRUSS BRACING
a) The owner shall obtain the recommendations of the truss
manufacturer with regard to temporary shoring and bracing during erection,
and permanent bracing to protect the integrity of the structure.
b) Both horizontal and vertical cross -bracing are required in the roof
structure. Endwalls must be reinforced to withstand lateral forces, either by
shear walls or some other effective method. Provide diagonal bracing in both
transverse and longitudinal directions in accord with the recommendations of
the truss manufacturer.
c) Trusses shall be effectively secured to wall plates by anchors designed
specifically for the purpose. "Hurricane anchors," e.g., by Simpson, shall be
installed to prevent rnovement due to uplift or lateral forces.
HEADERS
a) Door headers shall be adequate to carry roof loads without excessive
deflection. The most critical header is at the 16'- wide door situated under the
eaves where loads are heaviest. A steel shape, say, W12 x 27 will provide
adequate strength in bending, with a maximum deflection of approximately 0.6"
under full snow load. Headers in endwalls can be fabricated of laminated wood
structural elements such as "MicroLam."
CONCRETE
a) Concrete for footings and foundation walls shall have a 28-day
compressive strength of 3,000 psi.
b) Concrete for slabs -on -grade shall have a 28-day compressive strength of
4,500 psi.
c) Provide control joints in the floor slab as shown on the plan.
d) Compact subbase (dry loose sands) to maximum density at optimal
moisture content before emplacement of concrete.
e) Reinforcing steel shall have a minimum yield strength of 40 ksi.
f) Slices in continuous rebars shall be lapped a minimum of 30 diameters.
FRAMING LUMBER
a) Framing lumber shall have a minimum fiber strength of 1,000 psi in
bending.
b) Wall sills shall be pressure treated and anchored as shown on the plans. Sill
seals shall be installed between concrete and sill.
1. Roof trusses shall be designed and constructed to carry the following loads:
SNOW LOAD: 50 psf
LEAD LOAD: 15 psf
WIND LOAD: 20 psf
2. Fire Stops shall be instilled between ceilings and roof decks as follows:
Machine Sho; at the third points.
Welding Shopat midpoint.
Fire Stop construction shal consist of one continuous membrane of 1/2" gypboard
securely fastened to a rooftruss and sealed at the ceiling, underside of roof deck and
at the eaves. Rock woo, SOE "Thermofiber", shall be stuffed into the spaces
between the ceding and ttx sheetrock, and between the roof deck and the sheetrock
to make a continuous tigh� sea
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TOWN OF QUEENSBURY TOWN OF EEN BURY
FIRE MARSl AL'S OFFICE iu4�W OF QUEENSBURY BUILDING DEPARTMENT
?; ��, Based on our limited examination, ' I .v DEPT,
REVIEWED BY — compliance with our comments shall
DATE - � � - not be construed as indicating the UVt E V ED BY
COMMENTS --- F
'; pla*is comp and specifications are in full
I L E CuP Y
compliance with the code. DATE
?0'uVN OF QUEENSBURY FIRE MARSHAL NMCE NMICE
Based on our limited examination,
compliance with our comments shall FOAM INSULATION MUST BE COVERED
not be construed as indicating the KUff "rER MSUEA110N MUST BE
cplans omplindewithithecosareinfull COVERED BY NON-OOMOMBLE BARRIER BY A 15 MINUTE THERMAL BARRIER
compliance with the code.
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NOTES & SPECIFICATIONS
WALL BRACING
a) Absent the structural diaphragm achieved by wall and roof sheathing,
bracing of the walls and roof is crucial to the capacity of the building to
withstand lateral forces due to winds and other causes. Diagonal bracing is
required at each corner of the structure and at intermediate points along the
walls. Temporary and permanent secondary bracing elements are required in
the roof structure.
b) At each corner of the building in both directions where possible, diagonal
corner braces, 2"x 8", shall be installed from sill to plate at an angle of 45
degrees with the horizontal, and said braces shall be secured to every
intersecting stud or other structural element. Where it is not possible to install
corner diagonals, such as at overhead door openings, it will be necessary to
apply sheathing to develop a plywood diaphragm to stiffen the wall openings.
c) At intervals of 35 feet or less along building walls, double 2" x 8"
diagonal braces, i.e., "X-Bracing," shall be installed over the full height of the
wall such that bracing members intersect at an angle of 90 degrees. (Double
diagonals are both stiffer and stronger than single diagonal members.)
ROOF TRUSS BRACING
a) The owner shall obtain the recommendations of the truss
manufacturer with regard to temporary shoring and bracing during erection,
and permanent bracing to protect the integrity of the structure.
b) Both horizontal and vertical cross -bracing are required in the roof
structure. Endwalls must be reinforced to withstand lateral forces, either by
shear walls or sorne other effective method. Provide diagonal bracing in both
transverse and longitudinal directions in accord with the recommendations of
the truss manufacturer.
c) Trusses shall be effectively secured to wall plates by anchors designed
specifically for the purpose. "Hurricane anchors," e.g., by Simpson, shall be
installed to prevent movement due to uplift or lateral forces.
HEADERS
a) Door hea,,,,.s shall be adequate to carry roof loads without excessive
deflection. The most critical header is at the 16'- wide door situated under the
eaves where loads are heaviest. A steel shape, say, W 12 x 27 will provide
adequate strengths in bending, with a maximum deflection of approximately 0.6"
under full snow load. Headers in endwalls can be fabricated of laminated wood
structural elements such as "MicroLam."
CONCRETE
a► Concrete for footings and foundation walls shall have a 28-day
compressive strength of 3,000 psi.
b) Concrete for slabs -on -grade shall have a 28-day compressive strength of
4,500 psi.
c) Provide control joints in the floor slab as shown on the plan.
d) Compact subbase (dry loose sands) to maximum density at optimal
moisture content before emplacement of concrete.
e) Reinforcing steel shall have a minimum yield strength of 40 ksi.
f) Slices in continuous rebars shall be lapped a minimum of 30 diameters.
FRAMING LUMBER
a) Framing lumber shall have a minimum fiber strength of 1,000 psi in
bending.
b) Wall sills shall be pressure treated and anchored as shown on the plans. Sill
seals shall be installed between concrete and sill.
1 . Roof trusses shall be designed and constructed to carry the following loads:
SNOW LOAD: 50 psf
DEAD LOAD: 15 psf
WIND LOAD: 20 psf
2. Fire Stops shall be installed between ceilings and roof decks as follows:
Machine Shop at the third points.
Welding Shop at midpoint.
Fire Stop construction shall consist of one continuous membrane of 1 /2" gypboard
securely fastened to a roof truss and sealed at the ceiling, underside of roof deck and
at the eaves. Rock wool, SOE "Thermofiber", shall be stuffed into the spaces
between the ceiling and the sheetrock, and between the roof deck and the sheetrock
to make a continuous tight seal.
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