AST-0270-2022 . Office Use Onlv
I ACCESSORY STRUCTURE Permit#: P10 " 0 2.-T' 2022
Town ofQuecns6u PERMIT APPLICATION Permit Fee: $ 1�0
742 Bay Road,Queensbury,NY 12804 Invoice#: A-CA�a
P:518-761-8256 www.gueensbury.net -
Flood Zone? Y Reviewed By:
Project location:
Tax Map ID#: 301. Subdivision Name:
PROJECT INFORMATION:
TYPE: Vr Residential ❑ Commercial, Proposed Use:
STRUCTURE:
❑ Boathouse(with or w/o sundeck) ❑ Canopy ❑ Carport ❑ Cell Tower ❑ Deck
❑ Detached Garage (>300 s.f.) ❑ Dock ❑ Gazebo ❑ Pavilion ❑ Pole Barn fi Porch ❑ Ramp
❑ Shed-(<30.0 s.f.) ❑ Solar Panels(w/o rafter upgrades) ❑ 3-Season Porch ❑ Other:
SQUARE FOOTAGE OF STRUCTURE:
f8 1st floor:
grid floor:
Total square feet:
Brief description of scope of project: L
Accessory Structure Application Revised March 2022
. k
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction:$ 10,0010,
2. Are there any structures not shown on the plot plan? ❑ YES NO Explain:
3. Are there any easements on the property? ❑ YES lZ1 NO
DECLARATION:
1. 1 acknowledge that no construction shall be commenced prior to the issuance of a valid permit and will be
completed within a 12 month period.Any changes to the approved plans prior to/during construction will require
the submittal of amended plans,additional reviews and re-approval.
2. If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of
Queensbury.After 1 year from the initial application date, 100%of the fee is retained.
3. Ifthework is not completed by the 1 year expiration date the permit may be renewed, subject to fees
and department approval.
4. 1 certify that the application, plans and supporting materials are a true and a complete statement and/or description
of the work proposed,that all work will be performed in accordance with the NYS Building Codes, local building laws
and ordinances, and in conformance with local zoning regulations.
5. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of
occupancy.
6. 1 also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly
constructed facilities prior to issuance of certificate of occupancy.
I have read and agree to the above:
PRINT NAME:
SIGNATURE: a DATE:
Accessory Structure Application Revised March 2022
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• Applicant:
Name(s): ,j(Ae'
Mailing Address, C/S/Z: P�Rr�GS eou27 �u `� '
Cell Phone: Sib '741 .5`11'9 Land Line: S+g -1Y724U4
Email: bior%to,4 2t,(Pk+ma',I. Cary
Primary Owner(s):
Name(s): �eScPg T Ad-ro-t1jc-�r� Z)cOAAFz
( ) ILxCGS C®o�2r^ ���"'S�vo�y, 'C 128+�5�
Mailing Address, C/S/Z: 3 3
Cell Phone: 5t F9'70- S418 Land Line: Sig 7y-7_y 9 L41
Email: S f b rci„Acos 2G(9 hn+/ha� .erav,
❑ Check if all work will be performed by property owner only
• Contractor(s): (List all additional contractors on the back of this form)
Contractor Name(s): t0VCLA J1) 00^J3'f#L0e-Ts0,i CuS�M rR�� 1Zn'G + ryrj:rSkkCf L C L
Contractor Trade: Cm Poj-rO
Mailing Address, C/S/Z: 4 3"t-rcGs 60,0, VUFNf
Cell Phone: Sig 30l- i1N2 Land Line:
Email 'I love JGA d 26 0 5 r•c -.I-c,eft.
**Workers' Comp documentation must be submitted with this application**
• Arch itect(s)/Engineer(s):
Business Name: 'DR_VTVA-n"&J p-
Contact Name(s): )Pj irk(; r.�(;t Qp VyQj- 1
Mailing Address, C/S/Z: 31 Fp V) ,V 0Lk-1 �� , L_CkiVA_ -P28 q1(0
Cell Phone:5t8 NLI 2.553 Land Line: (_O 9.&
Email 0 Z o rn- VVU c l - e__6
Contact Person for any questions regarding this project: '\P iVAv'e_0. b _Q��Gj
Cell Phone: 5112� . 4 Zc 53 Land Line: Cj tS L c a 7 2, 0 8
Email `
Dry aW
Accessory Structure Application Revised March 2022
Deck and Roof Design checklist
Is deck freestanding or attached &i 1S
Footing
Sono tubes sized for posts 44 8" &
Big foot or footing for roof load
Proper attachment to post and footing shown
Proper flashing or waterproofing to structure shown el
- Attachment to structure shown on plans e�0
Galvanized or stainless steel bolts shown NO ZINC COATED
Hex headed bolts NO CARRIAGE BOLTS
WpO Diagonal bracing shown for deck over 24"
Floor joists parallel to carrying beams
Deck post to beam attachment shown
Over 30" requires handrail
U Over 30" requires guards
Over 30" requires guards @ 34" to 38" in height and handrails @ 34"-38"
Revised 4/15/2021
i
i
i
PT J0I5T HEADER
FIST @ EACH SIDE OF
DST. (TYPICAL)
T5 AT EDGE
210-2 HANGER
JOISTS CANTILEVERED
=D CARRY BEAMS
DL EDGE
P.T. DECK JOISTS
.T. GIRDERw/ 1/2" P.T.
IM AND BCGG
YPICAL ALL LOCATIONS)
F. BASE POST FASTENED TO
E PIER w/ CBGG
J EQUAL. PIER SHALL EXTEND
x 8" DEEP CONCRETE PAD
T LEVEL. (TYPICAL)
1st FLR FRAMING
G(`.AI F• 1IA" = 77,
N>EMI
ROOF FRAMING
CCAI F• 11A" = V-11"
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2xG STRUT LAPPED TO BOTH SIDES
OF RAFTER PAIRS TO SUPPORT
PORCH RAFTERS
12 #2 5PF RAFTERS @ 24" O.C.
® =ICE * WATER ENTIRE ROOF SLOPE
jk .5 &,"ro %N �°'eo/
LA55 "A" FIBERGLASS / ASPHALT
4eLWf `ale
12
�2 SHINGLES ON 30 Ib. ASPHALT
SATURATED FELT ON 5/8" O.S.B.
/
y/
0
APA-RATED SHEATHING (TYPICAL)
MAXIMIZE SLOPE MILE MAINTAINING
CLEARANCE TO DORMER WINDOW SILLS
s-DESIRED FASCIA
xG SUBFASCIA
E51RED SOFFIT FINISH WITH
FIELD VERIFY ALL DIMENSIONS
CONTINUOUS STRIP OF VENT
INSERTED INTO BACK TO BACK
GROOVES ON 2x4 SOFFIT NAILER
x8 P.T PORCH CARRY BEAM OR A
v 3-PLY 2x8 #2 5PF BUILT-UP CARRY BEAM
z W/ 112" PLYWOOD SHIMS TO BE WRAPPED
44
N
36
SECTION A -A
SCAT F• 3/R" = 75,,
PIg11DE pAIDONIAL 81MCN0 70 7HE 8EA11
AT EACH OMM POST ORFJr WM
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CxG NO. 2 P.T. P05T FASTENED TO
12" CONCRETE PIER w/ SIMPSON CBGG
OR APPROVED EQUAL. PIER SHALL EXTEND
TO I G" x I G" x 8" DEEP CONCRETE PAD
BELOW FR05T LEVEL. (TYPICAL)
'TECHNO POSTS, PRE -CAST PIERS OR
"50NOTU13E5" ARE APPROVED EQUALS
ALL RsOIS ! 7IEA06 7O K N
ONI0i8NO m Off TO INKY MORE I"
ONE MM W STANIB►
RC OMW AFOR OPEN Rt1`06
NONNq CAM RIMER. ALL
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0
V m 7RFIID AIICIIOR DOLT 'OWE M
MK 202 S Mt
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sm mK 11' CON13,
MAX W PLAN FOR JOQ�
AM IEMI SO'RS
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am
= OF ROM OR= J
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FLOOR FRAMING:
1. FLOOR SHEATHING:
3/4" STANDARD T&G, O.S.B., APA#48/24 MIN.
GLUE AND NAILED TO FRAMING WITH 10d NAILS AT 6" O.C.
EDGE NAILING (E.N.) UNLESS OTHERWISE NOTED.
PERPENDICULAR TO THE DIRECTION OF THE STAGGAR ALL
END JOISTS AND RUN PLYWOOD FRAMING. (NOTE: 10d RING
SHANKS ARE RECOMMENDED IN LIEU OF 10d NAILS (B.O.))
2. TRUSS DESIGN BY TRUSS MANUFACTURER (WHERE
APPLICABLE). NOTE TJI, MICRO -LAM AND PARALLAM ARE
TRADEMARK NAMES OF "TRUS-JOIST" CORP.
3. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITION
WALLS AND UNDER TUBS, ETC.
4. PROVIDE EDGE NAILING TO ALL BLOCKING OR RIM JOISTS.
5. PROVIDE CONTINUOUS BLOCKING OVERALL BEARING
WALLS, SHEAR WALLS, BEAMS, AND HEADERS.
6. CARRY UPPER LEVEL POSTS INTO LOWER LEVELS AND
PROVIDE SOLID BLOCKING UNDER ALL POSTS IN FLOORS.
7. PROVIDE RIM JOIST (PER PLAN) AT FIRST LEVEL FLOOR
FRAMING TO ACCEPT LAGS.
8. PROVIDE MID -SPAN BLOCKING - TYPICAL
ROOF FRAMING:
1. ROOF SHEATHING:
5/8" STANDARD, CDX O.S.B., (OR PLYWOOD) APA#32/16 MIN
NAILED TO FRAMING WITH 8d NAILS @ 6" O.C. EDGE NAILING
(E.N.) AND 12" O.C. FIELD NAILING (F.N.) UNLESS OTHERWISE
NOTED. STAGGER ALL END JOINTS AND RUN PLYWOOD
PERPENDICULAR TO THE DIRECTION OF THE FRAMING.
2. TRUSS DESIGN BY TRUSS MANUFACTURER (WHERE
APPLICABLE). NOTE: TJI, MICRO -LAM, AND PARALLAM ARE
TRADE MARKS NAMES OF "TRUS-JOIST' CORP.
3. PROVIDE EDGE NAILING TO ALL BLOCKING OR RIM JOISTS.
CONNECT ALL BLOCKING OR RIM JOISTS, WHICH OCCUR
IN SHEAR WALL LINES, TO TOP PLATES WITH "SIMP." A35
FRAMING CLIPS @ 48" O.C. UNLESS OTHERWISE NOTED.
4. PROVIDE CONTINUOUS BLOCKING OVER ALL BEARING
WALLS, SHEAR WALLS, BEAMS, AND HEADERS.
5. NO STRUCTURAL PANEL SHALL BE LESS THAT 12" IN ITS
LEAST DIMENSION.
6. USE 5/8" THICK GYPSUM BOARD (SHEETROCK) WHERE
WOOD FRAMING IS SPACEDAT 24" O.C. ATTACH TO
FRAMING WITH GYP BOARD SCREWS AT 10" O.C. MAX.
SCREWS SHALL BE LONG ENOUGH TO PENETRATE INTO
THE WOOD FRAMING A MINIMUN OF 3/4". STAGGER ALL END
JOISTS AND RUN THE GYP BOARD PERPENDICULAR TO
THE DIRECTION OF THE FRAMING.
7. PROVIDE FREE VENTILATING AREA NOT LESS THAN 1/150 OF
THE AREA OF THE SPACE VENTILATED PER C.B.C.
8. PROVIDE 22" x 30" MINIMUM ATTIC ACCESS PER BOCA
SECTION 1211.2.
9. TOP CHORD OF TRUSS TO BE 2x4 MINIMUM. SEE TRUSS
CALCULATIONS FOR ADDITIONAL INFORMATION.
STAIRS AND HANDRAILS:
1. STAIRS:
A. 8-1/4" MAXIMUM RISE, 9" MINIMUM TREAD WIDTH, 6'-8" MINIMUM
HEADROOM WITH 36" MINIMUM WIDTH.
B. HANDRAILS TO BE 34" MIN TO 38" MAXABOVE TREAD NOSE AND
TO BE CONTINUOUS FOR FULL LENGTH OF STAIRS - END
RETURNED HAND GRIP PORTION TO BE NOT LESS THAN 1 1/4"
NOR MORE THAN 2" AND TO HAVE SMOOTH SURFACES WITH NO
SHARP CORNERS.
2. GUARDRAILS SHALL BE 36" HIGH MINIMUM WITH OPEN
GUARDRAILS THAT SHALL HAVE INTERMEDIATE RAILS OR
ORNAMENTAL PATTERN SUCH THAT SPHERE 4" IN DIAMETER
CANNOT PASS THROUGH.
3. THE TOP RAILINGS AND HANDRAIL EXTENTIONS SHALL BE
PLACED NO LESS THAN 34" OR MORE THAN 38" ABOVE THE
CONTINUOUS THE FULL LENGTH OF THE STAIRS AND, EXCEPT FOR
PRIVATE STAIRWAYS, AT LEAST ONE HANDRAIL SHALL EXTEND IN
THE DIR€CTIONOF THE STAIR RUN NOT LESS THEN 12" BEYOND
THE TOP RISER OR LESS THAN 12" BEYOND THE BOTTOM RISER.
ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL
POSTS OR SAFTEY TERMINALS.
ELECTRICALAND PLUMBING:
1. ALL WORK SHALL BE IN ACCORDANCE WITH ALL CODES, RULES
AND REGULATIONS AND SHALL COMPLY WITH THE REQUIREMENTS
OF THE SERVING POWER AND TELEPHONE COMPANIES.
2. ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO
WEATHER SHALL BE ON G.F.I. CIRCUIT AND WEATHERPROOF.
3. ALL OUTLETS LOCATED IN GARAGE, LAUNDRY, KITCHEN AND BATH
TO HAVE GROUND FAULT INTERUPTERS. RECEPTICALS IN
KITCHEN AND BATHS SHALL BE INSTALLED ABOVE COUNTERTOPS
13. INSTALL A 18"x24" CRAWL SPACE ACCESS WITHIN 20' OF ANY
PLUMBING CLEANOUT.
PLANS STATUS:
I Construction Drawings 5/2/22 1
Demetriou Designs
(9D2 (? Andrea Demetriou - d2drafting@gmail.com
■. 31 Fenway Dr, Lake Luzeme New York 12846
d2drafting@gmail.com * 518-696-7208
PROJECTINFO
Joe & Antionette Donahue
3 Briggs Ct
Queensbury NY
Warren County
SHEET TITLE
FRAMING PLANS
A-02
ARCHITECT OF RECORD:
_THAN P. HALL -Architect
34 Dix Ave, Glens Falls, NY 12801
THESE DRAWINGS HAVE BEEN REVIEWED FOR
CONFORMANCEWITH THE REQUIREMENTS OF THE
NEW YORK STATE BUILDING CODE. DISCREPANCIES
BETWEEN THESE DESIGN DRAWINGS AND ACTUAL
FIELD CONDITIONS SHALL BE BROUGHT TO THE
ATTENTION OF THE DESIGNER AND THE BUILDING OWNER.
ALL REVISIONS TO THESE PLANS SHALL BE REPORTED TO
THE ARCHITECT FOR REVIEW WITH THE REQUIREMENTS OF
THE BUILDING CODE.
l
PROPERTY LINE
-)r-iauv
NEW DECK
4 I
DRIVEWAY GARAGE I ^�'�^•
POOL
>1 z y Z
7
K
w 4 w
v� oo_ HOUSE EXISTING DECK
o_
coca
' c� Demeulou D
PROPERTY LINE Joe&Antionet
3 B*,Cl
Wee WYNY
Warren Coiwq
MAIN FLOOR PLAN PLOT P
DETgWi�.N.aP.rmrLir�x.�oc�
MAY 12 2022
TOWN OF QUEENSBURY
BUILDING&CODES