1986-793 BUILDING - PERMIT
TOWN OF QUEENSBURY
No. 86-793
WARREN COUNTY, NEW YORK
PERMISSION is hereby granted to B.P.O. Elks Lodge #81, Glens Falls
OWNER of property located at south side Cronin Road Street, Road or Ave. tz
in the Town of Queensbury,To Construct or place a Alterations to lodge (new roof) P
at the above location in accordance to application together with plot plans and other information hereto filed and �y
approved and in compliance with the Town of Queensbury Building and Zoning Ordinance.
1. OWNER'S Address is Cronin Road
Queensbury, NY 12801
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2. CONTRACTOR or BUILDER'S Name HFH Construction
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3. CONTRACTOR or BUILDER'S Address
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Dix ave.
Glens Falls, New York c'
4. ARCHITECT'S Name
5. ARCHITECT'S Address • 1-1
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6. TYPE of Construction—(Please indicate by X) W
( )Wood Frame ( ) Masonry ( )Steel ( )
7. PLANS and Specifications
new roof including rafters per specifications and application
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8. Proposed Use
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Elks Lodge
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$ 80.00 PERMIT FEE PAID —THIS PERMIT EXPIRES June 1 19 87
(If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the p,
town of Queensbury before the expiration date.)
Dated at the Town of Queensbury this 12th Day of November 19 86
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SIGNED BY ,/ 4#0—t for the Town of Queensbury
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rCTI,�S Building and Zoning nspector
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TO BE COMPLETED BY BLDG. DEPT. 1
__cl-7 / Application No. _
own O Queeniburtf Permit Issued 19 y�'
BUILDING and ZONING DEPAFITMENT Permit Expires . . 19 . I V'I �,E. ;1, FL.
Bay and Haviland Road, R.D. 1 Box 98 Zoning Designation tY4A ! '�i j'.
Queensbury, New York 12801 Variance No. P` `;'i ; '={;` _; r
Site Pla Review No. do
Approv_ d,b i ,712Er; •''`'-•j ;15.g 15134` ''
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APPLICATION FOR Iw / �/G �� �
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BUILDING AND ZONING PERMIT I1
• * * * * * * * * * * * * * * * * * * * * * * * * * * * . * * * # * * * *
A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. ANSWER ALL OF THE FOLLOWING.
The undersigned hereby applies for a Building Permit to do the following work which will
be done in accordance with the description, plans and specifications submitted, and such
special conditions as may be indicated on the Permit.
)(The owner of this property is: g / Or L/ l k t o d o E aS l (Y1edl-' ,�4
�"P.O. Address C e0 h 1/) R c } 6:104S Aid* e1 Tel. 9 9. .3 (/ 2 4
X.Property Location: C r6 il i 4 /e J 6=411s r//f' Tax Map No. / /
Street number or building lot number '
able)
'(THE PERSON RESPONSIBLE FOR SUPERVISION OF WORK AS REGARDS BUILDING CODES IS:
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HFH (`nnctri:r t i nr Di x Ave C N Y 12801 792-6294
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Name P.O. Address Tel. No.
R Name of builder Address Tel.
Na & ^lumber Address Tel.
Namc of mason Address Tel.
NATURE OF PROPOSED WORK: * ZONING INFORMATION:
Construction of a new building * A PLOT PLAN MUST BE PREPARED AND SUBMITTED,
_
Addition to a building * drawn reasonably to scale and attached hereto,
)(Alteration to a building _ * showing clearly and distinctly all buildings,
(no change to exterior dimensions) * whether existing or proposed and indicate all
_Other work (describe) * set-back dimensions from property lines. Give
/ff6 fa/ lob¢ We. A-Art its * street and number or lot number and indicate
* whether interior or corner lot. Show location
F , SIZE AND * of water supply and location and configuration
L S FECTED.
* of septic disposal area.
*
* COMPLETE INFORMATION REQUIRED BELOW.
* Size of prop y' ft X ft.
* Existing ilding(s) Si - ft X ft.
PROPOSED BUILDING AND USE: I * Ex' ing buildi • s) Use
Size of new structure AXf X ft * '
Foundation-pier/slab/crawl/partial/full * Proposed . ilding, dist- " e from grope y line
(circle one) *
No. ofstories (hat table sp.ce) * Fro. yard ft Rear yar ft
Hei (grade O ridge) ft. * Side yards ft and ft
resident' . no. o amili * If on corner, setback from ide street ft
No. of r..ms(exclu:: g bat * . OCCUPANCY INFORMATION
No. o : .edrooms
No of bathr..ms * PRIMARY BUILDING -
•rimary h=-:ling sy - *. One family dwelling
:tier' -' * Two family dwelling
Type o
No. firepl. es to be i. talle. * Multiple dwelling / Number of units.
W' 1 a woo. • love be •i 'ailed * .X Permanent occupancy
Central . r conditioning? * Transient occupancy
* Business .
BUILDING STYLE, PRIMARY STRUCTURE *' ' Industrial s!
Ranch Contemporary Log cabin •
*' )( Other'AA,/4200i r ®K GA:v12/47-/ 3Af
Raised ranch Mansion Duplex * If addition, what will use be? '. .
Split level Old style Bungalow * "�� LLO�� ®�L�
Cape Cod Cottage Other * ACCESSORY BUILDING-
Colonial Row Town House * ' Detached g ge/one car o car/. , car
( CIRCLE ONE PLEASE ) * Attac garage/on ar/ two car car
* * * * * * * * * * * * * * * * * * . .P " ate storage wilding
)(ESTIMATED MARKET .VALUE OF *' Other ' ' ' ' .
/CONSTRUCTION *
$ -- 91„b_a _-
INFORMATION ON BUILDING SPECIFICATIONS, ON REVERSE SIDE OF THIS SHEET, TO BE COMPLETED!
Form BPA 4/86 and-vl
BUILDING PERMIT APPLICATION CONTINUED -
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BUILDING SPECIFICATIONS:
Type of construction, wood frame, fire safe,etc. Wpdt, Fj?AA4,(-
lumber be used? If so, for what? . U
. Foundation wall material • /4 4 Thickness. 'VA
Depth of foundation below grade (to bottom of footing) ,fj/�¢
-1-4herp be .a_ullar? Heated or unheated? Floor sq. footage sq ft
W t± here be a basement? Will any portion be used as living space?. .
TT♦= ^ghat-wee? -,9Fpf--t---- - Type of use?
'(Type of roof -�loped�flat/Shed/other )(Material. of roof % 4''� _ j 6
S ,e, wood studs "X " spacing "o.c. length ft.
r�; C+�(flbeam }5t. floor ' "X " spacing "o.c. span ft. .
Joictc (f m, beams) end. floor "X " spacing "o.c. span ft.
Oveildys(ceiling beams) "X " spacing "o.c. span ft.
_£_xa_t_-s 3E " spacing. o.c. span ft'.
)(Roof trusses(pre-engineered) spacing ,( "o.c. span 70 ft. •
Fy+c,r;nr wall finish Of what material?
ydzdye i3 46e-be attached, describe materials to be used for FIRE SEPARATION:
Is there to be an o.-ning between-garage and dw ing? „If so will a Fir -rated
door, enclosure and self-cl.s1 g device be . ovided?
Will a flue-- ned chimney. •e installed? Height ove roof ft.
Depth of • imney found. ion below grade ft.
Depth • fireplace -'arth ft.
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Wat. supply - M„icipal or priva well •
S TIC SYSTEM Distance from . private we including adjo' ing properti ft.
(A separate -pplication is n essary for repair or new ' stallation o septic system)
Town of Queensbury • AFFIDAVIT
County of Warren STATE OF NEW YORK. •
••I swear that 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
authorized by the owner. + 4' � �� •
Signature) i
1 . . - JYtQ,� .E L .
0 er, own 's a e' nt,architect contractor
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day of 40; . 19 '6 .
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SPECIAL CONDITIONS OF THE PERMIT: . •
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By .
boll Numbering general - -_
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System
Not eSI.
SATE LOCATION
���� Center plate on joint unless = _ __ j
dimensions indicate
rl•� otherwise. Dimensions are - — -
in inches. Apply plates to
�•� both sides of truss and
securely seat. . — 1. Provide copies of this truss design to the
PLATE ORIENTATION • JZ: J3 .!_e building designer and erection supervisor. E..
TOP CHORDS- — E,.
This symbol indicates the . 2. Cut. members to bear tightly against each t-
• -- required direction of slots in- . c7 �•i other. -`- -- - _. -
connector plates. 0 WEBS �• J5 3. Place plates on each face of truss at each =_
o joint and seat securely.Avoid knots and wane _
_ _ i 0 ,, , 1 - cc at joint locations. . t:.
PLATE SIZE a
The first dimension is the o ,;, ;; c�0 4. Locate chord splices at 'h panel length (±6") f
4-1-X 4 width perpendicular to 1 o from adjacent joint.
slots. Second dimension is ce �,�. 5. Unless otherwise noted, moisture content of .
the length parallel to slots. . . , BOTTOM CHORDS _ _ lumber shall not exceed 19% at time of;
J1 J8 J7 J6 fabrication. - - t
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE noted, this design is not,:
DIMENSIONS _ __ 6. Unless specifically
AROUND THE TRUSS STARTING ATTHE LOWEST JOINT applicable for use with fire retardant_or. I.
Dimensions shown as' a
8-07-05 8-07-05 indicate FARTHEST TO THE LEFT. _ _ - preservative treated lumber. _ i~
FT-IN-16th, (i.e. - 7: Top chords must be sheathed throughout or
WEDS ARE NUMBERED FROM LEFT TO RIGHT provided atprescribed s acin
8'-7 5/16")..Ifpanel is -- purlinsspacing. L`
104 short, dimensions could be . 8. Bottom chords require lateral bracing at 10 ft.
shown in inches only, (i.e. _ spacing if no ceiling is installed. unless 1.
10 11/16") otherwise noted. t.
CONNECTOR PLATE CODE APPROVALS - 9. Anchorage and/or tie-in components are the F
LOADS 10responsibility of others unless shown.
. Do not stack construction materials on floor ,,-
Additional uniform load of BOLA 843� or roof that induces loading on truss greater
50 psf applied on this HUD/FHA TCD 17.06 • - - +
1 5' 1
panel, on this chord. SED 1031 than design loads.
ICDO 1591, 3907 11. Do not cut or alter truss without prior.
Additional concentrated SpCCI 8496 approval of a professional engineer. _
load of 1670 lbs. applied WISCJDILHf1 840034'IJ. 820602 _' 12. Building designer is responsible to insure
1670 at this joint in direction of that loading shown hereon is applicable to
arrow. building site.
13. Care should be exercised in handling, t
LATERAL BRACING erection, and installation of trusses. t,
Indicates location off 7 14. Camber is a non-structural consideration p
required continuous lateral .• _ - .- and is the responsibility of truss fabricator.
bracing. General practice is to camber for dead load
deflection.
BEARING 15. Plate type, size and location_ dimensions
;\1-1,
Indicates location of jointsi1YncU3.AIQ shown indicate minimum plate requirements.
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at which bearings r01 .r
bra s� �' �-r^ c� ar f T�'Lr .
(supports) occur. �.� t�G2 t r III ft F' ll .,1 �.,,,,-0. . _PO em/)!Niel� �.Mnw.nl L]V/I�nlr l�dl,e 1��n1n41]r11171 •
M . 01985 Hydro-Air Engineering, Inc. -
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7. IOPTH - 7. IOPTH a o on g+$
. - - _ 51 . 6 = .. -- - - . . 71 10 — - . §liU41
It" .9. 1�'i, P7si 5,:6 —(
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= _
6-07-13 6-07-13 6-07-13 6-07-13 m x'. rgeTC 24 8 Ou- 13 I 9-OG-00 I9-06-00 #';�. .rno •s
BC 1=1.-03-00. 9-06-00
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70 0o ao � e
• 50.0 PSF SPACING .= 2 .00-00 REACTIONS MIN L/DEF= 70'/1.33"= 629, CAME= 0 •3/8"= _ _ c_
_ 10.0 PSF INCREASE= - 1-.15 (LBS) BRG(IN) 20 GA. PT PLATES 222 PSI GRS (MAX) C ta.«o
0.0 PSF BUTT CUT= 0 1/4" J 1= - c 5. 16 GA. PTH PLATES 207 PSI GRS (MAX) 3
y�aFi 4 ;„
• 2.0 PSF • J11= - y5�)� 5.4 _ _ _ � 8gia
MURPHY LUMBER Co. INC.
- TOP CHORD - CSR= 0 .856 BOTTOM CHORD - CSR=. 0 .997--- WEBS - CSR= 0 .988
2X 8 NO 1 DN KD15 SY R-=:-".,.... 2X 8 SL ST KD-15 SYP 2X 4 NO 2 KD-15 SYP . *EXCEPT• ` -: pp
r� 9� c 6
-12059 C 3= -9606 ,C 5= -7736 C14= 6506 C16= 10212 W 5 IS 2X 6 NO 2 KD-15 SYP - .fir. of 0 o2
-11336 C 4= -7895 C15= 8981 C17= 11440 W10 IS 2X 6 .NO 2 KD-15 SIP -. . 4 E ~
w 1= -962 W 4= 1013 W 7= 2210 - gig-- -2 D
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W 2= 89'7' W 5= -1953 • -. _
W 3= -1463 W 6= -762 _ ,,„•d o� a, 0
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THERE ARE 6 ROWS OF LATERAL BRACING AT MAX SPACING OF 10FT O.C. READ ON BOP' CHD. y• it SS ll $
A .
ONE ROW OF LATERAL BRACING REQUIRED AT THE MID POINTS OF THE WEBS/CHORDS AS INDICATED ON THE DRAWING. .x £ 5v�
WARNING: THE UNUSUALLY LONG SPAN AND/OR CONFIGURATION OF THIS TRUSS REQUIRES THAT EXTREME CARE BE USED IN s Y c C
ITS APPLICATION. USE PROPER TRANSPORTATION, 'UNLOADING AND ERECTION METHODS. ASSURE THAT ALL REQD WEB
LATERAL BRACING IS COMMUNICATED TO THE BLDG CONTRACTOR. ENSURE THAT OVER-ALL BLDG. BRACING IS DESIGNED BY f.' L'Et, 0a
QUALIFIED ENGINEER, ARCHITECT, OR BLDG DESIGNER. 4 �D
THE BOT CHD DEAD LOAD SHOWN IS SUFFICIENT ONLY TO COVER THE TRUSS WEIGHT ITSELF AND DOES NOT ALLOW FOR ANY i, , g8g1
ADDL LOAD TO BE ADDED TO THE BOT CHD. - - ,. ` - o
ALL PLATES ARE PT PLATES UNLESS OTHERWISE INDICATED• ,a Ez-
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THE USE OF THESE PLANS FOR CONSTRUCTION OR ANY OTHER PURPOSE INITMOUT WRITTEN PERMISSION FROM NORTHERN HOMES INC. IS PROHIBITED.
DO NOT SCALE THESE DRAWINGS. THEY MAY NOT BE TO EXAC' SCALE. USE ONLY THE DIMENSIONS SHOWN,
OWNER AND CONTRACTORS SMALL: CONSULT APPLICABLE BUILDING CODES TO INSURE THAT PLANS AND DE " kll-S CONFORM TO ALL REQUIREMENTS. THEY SHALL VERIFY" ALL DIMENSIONS BEFORE P8:3,.EEDI14% WITH
CONSTRUCTION WORK AND SHALL NOTIFY NORTHERN HOMES DRAFTING DEPARTMENT OF ANY DISCREPANCIES BEFORE WORK IS PERFORMED.
NORTHERN HOMES SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COST OR STRUCTURAL PROBLEMS RESULTING FROM THE FAILURE TO FOLLOW THESE PLANS AND THE DETAILS AS OUTLINED !N THE
NORTHERN HOMES CONSTRUCTION GUIDE.
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DATED
BUILDING a;vIN� INSPECTOR
TOWN OF QUE NSBURY o vmi"�'""
CONSTRUCTION GUIDE GLENS FALLS, N. Y
REFERENCE DETAIL NUMBERS
CUSTOM DESIGNED FOR
RE*,.;ED
PRELIM BY ,: .: �; FPAMING GWGS b
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DATE:
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DRAWING NO -, 9 ORDER NO.
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