AST-0511-2023 f�^' Office Use Only
rx ) ACCESSORY STRUCTURE Permit#: AST—®'D1L ZO2O
PERMIT APPLICATION
Town of Queen ry Permit Fee: $ 9E0
742 Bay Road,Queensbury,NY 12804 Invoice#: (Q5
P:518-761-8256 www.queensburv.net Flood Zone? Y Reviewed
Project Location: g0 9 V RD • 611A-66AI5 f NI• I Z654
Tax Map ID#: Subdivision Name:
PROJECT INFORMATION:
TYPE: ❑ Residential ( Commercial, Proposed Use: (-I .C .
STRUCTURE:
El Boathouse (with or w/o sundeck) El Canopy El Carport El Cell Tower El Deck
El Detached Garage (>300 s.f.) ❑ Dock El Gazebo ❑ Pavilion El Pole Barn El Porch ❑ Ramp
❑ Shed (<300 s.f.) ❑ Solar Panels(w/o rafter upgrades) ❑ 3-Season Porch ,Other: \Q. Ri?tP��
E "
SQUARE FOOTAGE OF STRUCTURE: AUG 1 7 2023
1st floor: v---�
TOWN OF OUEENSBURY
2"d floor: BUILDING&CODES
Total square feet:
Brief description of scope of project: /Ya() £moogr C . '74 p !.t)
/V&A.) RA4 is
Accessory Structure Application Revised November 2022
ADDITIONAL PROJECT INFORMATION:
00)UOU
1. Estimated Cost of Construction: $ e�
2. Are there any structures not shown on the plot plan? ❑ YES ❑ NO Explain:
3. Are there any easements on the property? El YES El NO
DECLARATION:
1. I 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 If,for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of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. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees
and department approval.
4. I 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. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of
occupancy.
6. I 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 a certificate of occupancy.
I have read and agree to the above:
PRINT NAME: �Ei IeLGy t,
SIGNATUR DATE: c/17 2,0Z3
Accessory Structure Application Revised November 2022
CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
• A.p li�cant:
Name(s): /1aa.- 2 /®
MailingAddress, C/S/Z: / ,iQ-2/C RA . Cat66titsisudoii to4
Cell Phone: 5 -,34/-z943 Land Line: 57 7gS-2 31
Email: JrniSeellie6 'A Z, ..4Lr7-ett 2,C4/79
• Primary Owner(s):
Name(s): 1D
Mailing Address, C/S/Z: , �, . l,!„66(1. Al /qv
Cell Phone:578- - 7 Land Line: 518 5 &- o?8)
Email: �Col4v �A717 % LL • Cn)
❑ 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): 41C\tl YTht-'
Contractor Trade:
Mailing Address, C/S/Z:
Cell Phone: Land Line:
Email:
**Workers' Comp documentation must be submitted with this application**
• Architect(s)/Engineer(s):
Business Name: / AV / ,,4,,A1/A/ 4
Contact Name(s): D09-/'/ I)(--A/tee?
Mailing Address, C/S/Z: 025'Y iScy Reel 6,4i5exi5,4a/de i1/�
Cell Phone: // Land Line. $ 3_ 74/
E m a i l: N o e l/-/L e Cc'I V
Contact Person for any questions regarding this project: �✓i/
Cell Phone: .1✓8—„3i/-,G� 3 Land Line: 07,1-7 3-2639
Email: \///774(17,62tiige / 1 k#1it/I? -G4411
Accessory Structure Application Revised November 2022
L
0
EXIST. ND. 4 —
BUILDING
EXIST. STAIRS TO REMAIN;
ADD ALTERNATE TO 810 TO .
HAVE EXIST. STAIRS BE
REMOVED AND REPLACED
IN KIND (MATCH EXIST.)
h
EXIST. No.
BUILDING
7-7
EXIST. NEW HANt�RAIL
EXIST. SIDEWALK
T/CONC. EL.
(t2'-O 1/21
'F '
4!-0"
h
T/ENLIST. PORCH SLAB _ BOTTOM OF FOOTING r.`- EXIST. BUILDING
REFERENCE EL(tO°-0") ELEVATION TO MATCH FOUNDATION
EXISTING FOUNDATION
VERIFY)
�'•)
EXIST. FOOTING; FIELD T/FOUNDATION WALL T/FOUNDATION WALL
VERIFY T/FOOTING EL EL. ±(-2'-- 6 1/2") EL. 1(-2'- 6 1/21
AND FOOTING WIDTH
ELF t(fi ti"} }' FO1 F02
(SIM.) 8 - 6` 6"
_ - _ _ nr[.. _ _. - _ _ ®fop
FO1,FO2
_.-_-,.--_.-"--- -,--------_ _..--- -- - -----
I I
EXIST. FOUNDATION
WALLAND FOOTING I -----_____ ------------------------___-- _ __----------_ __---_------____—__J �
(FIELD VERIFY)
-�- 6' T/FOUNDATION - T/FOOTING T/FOUNDATION B' :-
WALL EL (-61 EL. t(-6'-G`) WALL EL. (-.2'--B 1/21 I � -
8' 9. ')
FOUNDATION PLAN
T/EXIST. PORCH SLAB ALL EXIST, CARPETING TO BE REMOVED; SCARIFY 1- "HAS-R 304" STAINLESS STEEL
REFERENCE EL (fO'-O'j EXIST. CONCRETE SLAB TO f1/8" SURFACE PROFILE THREADED RODS W/ "HIT-HY 270`
AND APPLY 'SIKA REPAIR 222" PATCHING MATERIAL ADHESIVE BY "HIL11' OR EQUIVALENT
BY 'SIKA CORPORATION" OR EQUIVALENT, INSTALL AS W/ 3 1 /8' EMBEDMENT AT 2'-0" O.C.
PER MANUFACTURER'S RECOMMENDATIONS. INSTALL AS PER MANUFACTURER'S
N RECOMMENDATIONS
(2) TREADS AT
STAINLESS STEEL 36" INNER HAIL ATTACHES TO f-1 1/2' DIA. SCHED. 40
ANGLE 5"x5"x3/8" EXIST. WALL HANDRAIL (NO TOE PLATE)
111V EXISTING � °r. SLAB SUPPORT �' 42" OUTER RAIL AND 36"
F _ SLAB EDGE' ` INNER RAIL
r
FO1 F02 1C A rD I 1/2' PRE -MOLDED ' B
JOINT FILLER
FO ► '�°
Y(Slm 1 1/2-
CLEAR rf
82
�r C ° I $" 1/2' PRE -MOLDED
JOINT
.�
IT
_ FILLER
� l
I 4°_$*
10 1%2" c�a cis s) SLOPE t�.� r�.� c � ; �
'
Rr
TfSLAB CONTROL JOINT -ALL NEW CONCRETE SURFACES T/SLAE3-°'*3'-7" AND
NS
EL (0'-0") SPACING, f4'-9" TO BE FINISHED WITH A ROUGH EL (-2'-0 1/2') OF REMOVE
IST. SIDEWALK CBETWEEN C JOINTS
BROOM HNISI.1
1/2' PRE -MOLDED
JOINT FILLER
1/2" PRE -MOLDED -' � X
JOINT FILLER YB S6�
T/SIDEWALK SLAB TO MATCH EXIST. -
t(-2'-O 1/21 FIELD VERIFY
E
24'-0'
FLOOR PLAN 1
3/8r=1'-LY "b
DETAILEDREMOVED AND REPLACED
4
f5'-11 1
- ±7'-11 1/2"
(SIM.)
REMOVE EXIST.
+ . TREE, TRUNK AND
1. ROOTS
„y f3 ISSUED FOR BID
A ISSUED FOR REVIEW
NO, 610241
� No. Revis lons Date
UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL
+� ENGINEER, IT IS A NOTATION OF SEC11CN 720 OF THE NEW YORK STATF
I� , `V ` ' EDUCATION LAW, FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY
C E WAY. IF ALTERED, THE ALTERING ENGINEER SHALL AFFIX THEIR SEAL.
.', WITH THE NOTATION "ALTERED ®Y+ FOLLOWED BY THEIR SIGNATURE,
ALIERRATION DATE AND DESCRIPTION OF ALTERATION.
L
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I� 1
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BUILDING & CODES -_j
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FILE DOPY
302.8-1-3 AST-0511-2023
CR Bard Inc USCI Div
� a a � 289 Bay Rd
�oF oq CPI° 6 c � o� ADA LUI I 1pllant ramp VV/raps
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BUILDING 4 HANDICAP ACCESS RAMP
FOUNDATION AND FLOOR PLAN
iE Checked: I Sole; NOTED Date; 03.� 03 '2023 _
HAANEN ENGINEERING, UT
254 Bay Road (518) 793--7444 Phone ,�y � � FO #
Queensbury, NY 12804 (518) 793-7061 Fax
No. 4 AT 3/ 1600 1/2' DEEP
12" E.W. f SAW CUT JOINT,
2" FILL W/SIEALW
CLEAR
6'
CUT EVERY OTHER BAR
AT JOINT LOCATION M
PROVIDE A WEAKENED PLANE
TYPICAL SLAB ON GMDE
CONTROL JOINT DETAIL
SCALE: 3/4"= l'-0"
is -no 011
CORNER BAR TO MATCH -
HORIZONTAL REINFORCING IN
SIZE AND SPACING
SEE TYPICAL FOUNDATION
WALL DETAIL FOR
REINFORCING
TYPI r FOUNDATION WALL
lkl 4 :Ll la
T, " SLAB
EL VARIES
EXIST. BRICK -
WALL (FIELD
VERIFY)
rl
DRILL AND
GROUT 6* INTO
-1
FOOTING
EXIST.
EXIST. FOOTING -
C"
1/2- PRE -MOLDED
JOINT FILLER
14' EXIST. PORCH f 1/2' PRE -MOLDED No. 4 AT 12" No. 4 DOWELS AT 12"
(FIELD - SLAB JOINT FILLER E.W.
All
VERIFY)
T ,° SLAB REF.
EL. "0'-V) EL. 10 -0
4k e-0-
4
V
2'-0 1/2'
(FIELD
EXIST, BRICK COMPACTED i I -ow VERIFY)
WALL (FIELD FILL
VERIFY)
/_5*x5*x3/8o
STAINLESS
STEEL
"HAS 4
-R 304" STAINLESS STEEL
TREADED RODS W1 "HIT-HY 270"
ADHESIVE BY 'HILTIO OR EQUIVALENT • No, 4 AT 12'
W1 3 1/8" EMBEDMENT AT 2'-0- O.C. E.W.
INSTALL AS PER MANUFACTURER'S
RECOMMENDATIONS
EXIST. GONC. -
FND. WALL
AND FOOTING
(FIELD VERIFY)
No, 4 DOWELS AT 12"
W/ALTERNATE BENDS
T,TOOTING
-A
IL
4
8"-- 6
SECTION
SCALE: 10=1'-Ow
6" SLAB W/ No. 4 DOWELS
No, 4 AT 12" AT 1, 2'
No. 4 AT 12"
E.W.
No- 4 DOWELS AT
12- W/ ALTERNATE
BENDS
T, FOOTING
j. _7670-
(3) No. 5 DRILL AND - (3) No. 5 BOTTOM OF FOOTING
GROUT 60 INTO EXIST. EL TO MATCH EXIST.
FOOTING (nu VERIFY)
Ec c � SECTION
.FOIF02 CFD1'FO2/ SCALE: 1"=1'-O'
(SIM.)
No. 4 DOWELS AT 12" No. 4 AT 12*
1/2" PRE -MOLDED
E.W.
JOINT FILLER
6"
'4
No. 4 AT 12' E.W.
.4
No. 4 DOWELS AT 12' -
W/ ALTERNATE BENDS
(TYPI)
EXIST, BRICK 1/2' PRE -MOLDED No. 4 AT 12'
WALL (FIELD JOINT FILLER E.W.
VERIN
T/SLAB
EL VARIES
6'
COMPACTED
FILL
GS X5-x3/8-
STAINLESS
STEEL
"HAS-R 304' STAINLESS STEEL
THREADED RODS W/ 'Hrr-HY 270"
ADHESIVE BY 'HILTI' OR EQUIVALENT
W/ 3 1/8- EMBEDMENT AT 2'-0' O.C.
INSTALL AS PER MANUFACTURER'S
RECOMMENDATIONS
o '� SECTION
kjF�IF02) SCALE: V-l'-Cr
1 1/2"
/'--1 1/2" DA SCHED. CLEAR
40 HANDRAIL
(2) 1/2' Dk STAINLESS STEEL - (2) 1/2- Dlk STAINLESS
THREADED ROD W/ "HIT-HY 200 STEEL THREADED ROD W/
l"
ADHESIVE BY "HIL710 OR EQUIVALENT 3-D"HIT-HY 270 ADHESIVE
W/ 4 1/2' EMBEDMENT BY OHILT12 OR EQUIVALENT
W/ 2 3/4" EMBEDMENT
CONCRETE
RAMP
3'- 10 1/21,
E SECTION
kf!JIF.02/ SCALE: V--l'-O"
1 1/2"
CLEAR
EXIST, BRICK
WALL (FIELD
VERIFY)
No. 4 DOWELS Al -NEW 40 Stm W/ EXIST, SIDEWALK
STEEL NOTES:
12" O.C., E.F. (1) LAYER 6402.9xW2.9
1.
ALL STRUCTURAL STEEL TO BE IN ACCORDANCE WITH AISC STANDARD
4'
TSLAB TO MATCH
spEcinceoNs FOR DESIGN, FABRICATION, AND ERECTION. -
EXIST. EL ±(-2'-0 21
2.
STRUCTURAL STEEL SHAPES: ASTM A-992; PLATES, ANGLES, AND
CHANNELS: ASTM A-36; TUBE SHAPES: ASTM A500 GRADE 8; PIPE
SHAPES: ASTM A-53,
2-
3.
WELDING ELECTRODES, AWS E70.
1/2- PRE -MOLDED
STRUCTURAL FlL JOINT FILLER
4.
ALL WELDING SHALL BE PERFORMED BY OPERATORS RECENTLY
CERTIFIED WITH THE STANDARDS OF AWS AND ALL WELDING SHALL
CONFORM TO THE REQUIREMENTS OF THE "STRUCTURAL WELDING CODE
- STEEL; AWS DI.1 LATEST EDITION' BY THE AMERICAN WELDING
SOCIETY (AWS),
5.
HANDRAIL TO BE PAINTED BLACK UTILIZING THE FOLLOWING
PROCEDURE:
m SURFACE PREPARATION: CLEAN STEEL IN ACCORDANCE WfTH STEEL
STRUCTURES PAINTING COUNCIL (SSPC) AS FOLLOWS: SP-6
"COMMERCIAL BLAST CLEAN'.
a PRIMER COAT. IMMEDIATELY AFTER SURFACE PREPARATION, SPRAY
APPLY STRUCTURAL STEEL PRIMER PAINT, TNEREC 90-97, IN
ACCORDANCE WITH MANUFAMIRERS INSTRUCTIONS AND AT A
RATE TO PROVIDE DRY FILM THICKNESS (D.F.T.) OF NOT LESS THAIc
2.0 - 3.0 MILS.
s TOP COAT; SHOP OR FIELD COAT, TNEMEC 66, ALL STEEL WHICH
HAS BEEN PREVIOUSLY PRIMED. SPRAY APPLY AT D.F.T. OF 4.0 -
5.0 MILS.
6.
CONTRACTOR TO VERIFY ALL (FIELD) DIMENSIONS PRIOR TO
FABRICATION.
7. CONTRACTOR TO SUBMIT HANDRAIL SHOP DRAWINGS TO ENGINEER FOR
REVIEW AND APPROVAL PRIOR TO FABRICATION.
T/Fuul ING
EL. 1-6
4
pk
Ail�
6" T-- 8" (3) No. 5
B B SECTION
VFOfFD2 FO1FD2/ SCALE, 10=1'-Ow
1 1/2" Dlk SCHED.
40 HANDRAIL
V-
(2) 1/2' DIA. STAINLESS STEEL
THREADED ROD W/ 'HIT-HY 200
ADHESIVE BY "HILTI" OR EQUIVALENT
Ail 4 1/2' EMBEDMENT
F N� SECTION
��FOI SCALE: l'-l'-C"
C ISSUED FOR BUILDING PERMIT 05/08/23
ISSUED FOR BID 05/03/23
A j I / 0 ISSUED FOR REVIEW
-No. Revisions Date
UNLESS ACING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL Own
ENGINEER, IT IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE
EDUCATION LAW, FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY
WAY. IF ALTERED, THE ALTERING ENGINEER SHAL AFFIX THEIR SEAL
WITH THE NOTATION "ALTERED BY' FOLLOWED BY THEIR SIGNATURE,
ALTERATION DATE AND DESCMPTION OF ALTERATION.6
EXIST. PORCH
SLAB
T/SLAB REF,
EL (0'-0')
CONCRETE NOTES:
1. IN GENERAL, ALL CONCRETE WORK SHALL CONFORM TO ACI STANDARDS,
SPECIFICATIONS, AND RECOMMENDATIONS.
2. FORMWORK: ACI 347.
3. PORTLAND CEMENT. ASTM C150, TYPE I OR 11.
4, AGGREGATES: ASTM C-33,
5. REINFORCING-. ASTM A615 DEFORMED BARS, GRADE 60.
6. WELDED WIRE FABRIC: ASTM A185, RAT SHEETS.
7. AIR ENTRAINING ADMIXTURE: ASTM C260. ALL CONCRETE TO BE AIR
ENTRAINED 4% TO 6%.
8. WATER REDUCING ADMIXTURES: ASTM C494.
9. WATER: POTABLE.
10, CONCRETE TO BE MOIST CURED FOR NOT LESS THAN 7 DAYS UTILIZING A
WETTED BURLAP,
11. NORMAL WEIGHT CONCRETE TO HAVE A MINIMUM 28 DAY COMPRESSIVE
STRENGTH OF 4000 PSI AT 28 DAYS WITH A MAXIMUM WATER/CEMENT
MATERIALS RATIO OF .44.
12. MAXIMUM CONCRETE SLUMP TO BE 4'.
13. READY -MIX CONCRETE- ASTM C-94.
14, HOT WEATHER CONCRETE: ACI 305.
15. COLD WEATHER CONCRETE: ACI 306.
16. CONTRACTOR M EMPLOY A TES',lNG AGENCY TO PERFORM CONCRETE TESTS
AND TO SUBMIT TEST RESULTS AS FOLLOWS:
6 COMPRESSIVE STRENGTH TESTS: ASTM C39.
a ONE SET (4 CYLINDERS) AT A MINIMUM FOR EACH DAYS POUR UP TO
25 CY PLUS ONE SET FOR EACH ADDITIONAL 50 CY PLACED IN ANY
ONE DAY.
a ONE SPECIMEN TESTED AT 7 DAYS
a TWO SPECIMENS TESTED AT 28 DAYS
0 ONE SPECIMEN RETAINED FOR FUTURE TESTING.
17. COMPACT SOIL BENEATH SLAB TO 95% MAXIMUM DRY DENSITY ACCORDING TO
ASTM D1557.
18. IMMEDIATELY AMR THE REMOVAL OF FORMS, CONCRETE THAT IS EXPOSED
SHALL HAVE ALL PROJECTIONS AND IRREGULARITIES CAREFULLY REMOVED AND
ALL CAVITIES FILLED WiTH MORTAR OF THE PROPORTION USED IN CONCRETE.
19, ALL EXPOSED EDGES OF CONCRETE TO BE CHAMFERED 3/40 .
20. REINFORCING SHOP DRAWINGS TO BE SUBMITTED TO ENGINEER FOR REVIEW
PRIOR TO FABRICATION.
21. NONMETALLIC SHRINKAGE RESISTANT GROUT., PRE -MIXED, NON-METALLIC,
NON -CORROSIVE, NON -STAINING PRODUCT CONTAINING SELECTED SILICA
SANDS, PORTLAND CEMENT, SHRINKAGE COMPENSATING AGENTS, PLASTICIZING
AND WATER -REDUCING AGENTS, COMPLYING WITH CE-CRD-C621.
22, ALL NEW CONCRETE SURFACES TO BE FINISHED WITH A ROUGH BROOM
FINISH.
BD
BUILDING 4 HANDICAP ACCESS RAMP
FOUNDATION SECTIONS AND DETAILS
I Checked, - I !.' D Date: 03/03!'2023
HAANEN ENGINEERING, UP
254 Bay Road (518) 793-7444 Phone
Queensbury, NY 12804 (518) 793-7061 Fax 31011 -F02
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