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RC-0765-2023 Office Use Only trail ADDITION/ALTERATION PERMIT Permit#: 2C-0 -202� -__Town of Queensbury APPLICATION Permit Fee:$ F)• � ) 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensbury.net Invoice#: Z— Flood Zone? Y 0 Reviewed By:d Project Location: 241 Clendon Brook Rd., Queensbury NY 12804 Tax Map ID#: 300.-1-2.1 Subdivision Name: N/A PROJECT INFORMATION: TYPE: ® Residential 0 Commercial, Proposed Use: ® Single-Family 0 Two-Family 0 Multi-Family(#of units_) 0 Townhouse O Business Office 0 Retail 0 Industrial/Warehouse Garage (#of cars 3 ❑ Other(describe ADDITION SQUARE FOOTAGE: ALTERATION SQUARE FOOTAGE: 1st floor: 930 1st floor: 190 2nd floor: 2nd floor: 3rd floor: 3rd floor: Basement(habitable space): Basement(habitable space): Total sq ft: Total sq ft: Scope of work to be done: Add a 3rd Garage Bay to side of existing garage. Extend front of existing garage, increasing the square footage. Create mudroom space within existing garage. Spaces in scope will be wired for 120V power , N Garage space will remain unheated space. //fi I Nov3 u 949 f If l TO WAI OF Q Addition/Alteration Application Revised June 2022 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ 853000 2. Source of Heat(circle one): ❑ Gas ❑ Oil ❑ Propane ❑ Solar ❑ Other: N/A Fireplaces/inserts need a separate Fuel Burning Appliances & Chimney Application 3. Are there any structures not shown on the plot plan? ❑ YES ® NO Explain: 4. Are there any easements on the property? ❑ YES © NO SITE INFORMATION: • Is this a corner lot? ❑ YES ® NO • Will the grade be changed as a result of the construction? ❑ YES ® NO • What is the water source? ❑ PUBLIC ® PRIVATE WELL • What type of wastewater system is on the parcel? ❑ SEWER ® PRIVATE SEPTIC 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 If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date,100%of the fee is retained. 3. Ifthework 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: Ryan Co r SIGNATURE: • DATE: 2� Addition/Alteration Application Revised June 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): Ryan Connor Mailing Address, C/S/Z: 241 Clendon Brook Rd.,Queensbury, NY 12804 Cell Phone: ( )518-744-0160 Land Line: ( ) Email:ryanconnor27@gmail.com • Primary Owner(s): Name(s): Ryan Connor Mailing Address, C/S/Z: 241 Clendon Brook Rd.,Queensbury, NY 12804 Cell Phone: ( )518-744-0160 Land Line: ( ) Email:ryanconnor27@gmail.com ❑ Check if all work will be performed by property owner only • Contractor(s): (List all additional contractors on the back of this form) Contact Name(s): Jesse Howard Contractor Trade: Foundation/Cement Work Mailing Address, C/S/Z: 21 Fieldview Road,Queensbury, NY Cell Phone: ( )518-742-6955 Land Line: ( ) Email:jmb8267@gmail.com **Workers' Comp documentation must be submitted with this application** • Architect(s)/Engineer(s): Business Name: Consultant Engineering Services PLLC Contact Name(s): Robert Mann Mailing Address, C/S/Z: PO Box 1125 Cell Phone: ( )518-796-6349 Land Line: ( )518-796-6349 Email:robertmannpe@gmail.com Contact Person for Compliance in regards to this project: Ryan Connor Cell Phone: ( )518-744-0160 Land Line: ( ) Email:ryanconnor27@gmail.com Addition/Alteration Application Revised June 2022 Residential Plan Review: 1- and 2- Family Dwellings Y/N/NA (1 of 2) `1 Two (2)full sets of plans 1�-i Over 1,500 sq. ft. requires engineering stamp J Design loads on plans: 115 Wind Floor Loads 40 psf 11 I (North of Rte. 149 60) 50 Ground Snow Load Sleeping Areas &Attics 30 psf Calculations Decks 40 psf Wind design for lake front properties mWindow schedule with glass size & main doors/Air leakage < .5 cfm for doors, < .3 cfm for windows/Tempered glass in bathrooms 111= Door schedule/Main entrance 36" door Emergency Escape or Bedrooms & Habitable Space /1\ji ill Above-grade: 5.7 sq. ft. Grade: 5.0 sq. ft. JJit1(, 24" (h) x 20" (w) minimum 44" maximum height above door i10 A. Window control devices 24" or less 2"d story or 72" above grade Egress window from basement 5.0 sq. ft. ' -A Floor system sizing per table 502.3.1 4 Residential check ERI or Prescriptive method Driveway length: 300' or more-12' width required/500' or more,turnaround required Foundation drainage on plans, if required '( ' 6" drop in 10' exterior grade " ) Framing cross section for each roof line, vertical fire stopping every 10' where required/joist spans pg. 127 yk Ice &snow shield —24"from exterior wall ADi Platforms at exterior doors OK Stairway headroom 6'8"; all stairs 36" width MA. Stair run and rise AJIA Winder run and rise ,J }- Spiral stairs meet requirements y e detectors—battery backup & proper location, interconnected /- `-►�-� t /`- Bathroom fixtures—proper clearance Smoke Hall width-36" width ck)iii. Handrails more than four risers on open sides AI IA Railing&guards >30"/basement stairs included/closed risers more than 4" in height Af( - Safety glazing notes for required areas ,,� Garage fire separation: %" gable end/5/8" under living space &%" on walls/20 min. door �� and closer --�C‘_5�c 1e�C y' j Garage floor sloped y Attic access: gasket seal & R-value equal to roof insulation Roof over 30"—22" x 30"/Crawl spaces 18" x 24" access '(5 74.:(_. Continued on back-* -3 Residential Plan Review Revised October 2021 Residential Plan Review: 1- and 2- Family Dwellings Y/N/NA (2 of 2) Carbon Monoxide detector outside lowest sleeping area, on every level & interconnected within 15' of sleeping area AjtA Soil test results, if required )`ft Septic to well or water line separation j All paperwork signed 1)C-5 Note on plans energy saving light bulbs 90% /l1q Blower door test agency paperwork Floodplain Permit required—check map: 2 feet above flood elevation X� Hurricane clips required 'tJk Floors less than 2 x 10 covered by%" gypsum or 5/8" wood panel WA" Manuals S &J required for heating system. Cold air return hard piped \JIL Separate room for draft HVAC or hot water heater with fresh air pit - HRV shown and calculations Afji- Baffles at eaves for insulations and knee walls Jt✓-�— Makeup air for range hood >400 cfm 'ir Continuous header for garage doors to end wall tt/4 Chimney rain cap shown for fireplaces 1 A-- Deck hold down shown not less than 4 lags and bolts per table 507.2 Residential Plan Review Revised October 2021 I I i I I I I I i PROPOSED HOLDING TANK LOCATION I I I I I I I I I I I I I i I I I I I L--------------- .i PROVIDE •j • HURRICANE CLIP @ EACH TRUSS (TYP-) UNLESS NOTED OTHERWISE ALL WINDOW AND DOOR HEADERS ARE TO BE DOUBLE 2x1O'S In i FOUNDATION PLAN 1 /4" — 1 ' — 0" 9 M 3/4°"=1'-EO.. PROVIDE KNEE--\ PROTECTOR I - t LO TOILET SOAP TISSUE DISP. DISP. 1 STUD WALL - 2x6 AT 16" O.C. AT EXTERIOR & BETWEEN GARAGE & LIVING SPACE W/FULL THICK INSULATION. - 2"x4" AT 16" O.C. AT INTERIOR BEARING WALLS. - 2"x4" AT 24" O.C. AT INTERIOR NON -LOAD BEARING WALLS FRAMING IS WWPA SPF2 EXCEPT AS NOTED. - 750fb - 1,100,000 E SIZE INDICATES MEMBER, SIZE & SPACING. SIZE INDICATES BEAM SIZE. POST — SIZE AS INDICATED. IF NOT INDICATED POST IS TO BE 2"x4" OR 2"x6" TO MATCH WALL & EQUIVALENT IN NUMBER TO BEAM BEING SUPPORTED. 0 ALL STEEL POSTS WILL HAVE 3-1/2"0 MIN. FRAMING LUMBER SIZES ARE BASED ON WWPA GRADE SPF No. 2 EXCEPT AS NOTED. LUMBER IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. LVL MEMBERS ARE BASED ON BOISE CASCADE VERSA -LAM. TRUSSES TO BE FABRICATED IN ACCORDANCE WITH DESIGNS & DRAWINGS PREPARED BY A LICENSED ENGINEER OR ARCHITECT. GROUND SNOW LOAD 50 psf. ANCHOR BOLTS AS REQ'D. BY BLDG. MFR. 1—#5 BAR CONT. F CONCRETE SLAB mr%vulvv rr_r%1MF_1Crt 3-5 BARS CONT. 2'-09P AROUND PERIMETER LAVATORY MIRROR PAPER TOWELTOWEL DISP. E 2'-11 j, � I 0 0 z N CHANGING STATION 3" VTR 1j"O VENT-,,' 1P LAV TO HOLDING TANK MEM in . ' I SEP 71 2023 TonGr CUEENSBUR;BUILDING 8, CODE"- w PLUMBING RISER DETAIL NO SCALE NOTE: MAX. HORIZ. DIST. FROM A TRAP TO A; 2"0 VENT - 5'-0" 1-1/2"0 VENT - 3'-6" 1-1/4"0 VENT - 2'-6" NOTICE KRAFT PAPER INSULATION MUST BE COVERED BY NON-COMBUSTIBLE BARRIER TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited examination, compliance with our comments shall not be construed as NOTICE dicati;lg the plans and specifications are in .full compliance with the Building Codes of FOAM INSULATION MUST BE New York State. COVERED BY A 15 MINUTE THERMAL BAR%"? 8.4-47 CC-0606-2023 TOQ Rec Department 118 Gurney Ln Addition to Hansen Center 484 s.f. 3 /16" 4 2 0 2 4 8 GRAPHIC SCALE 4.. F_PI THE SEAL BELOW IS AN ORIGINAL SEAL AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS N Nct O Q War z EZ : U Z Uj Q O � W ® }Z0 Z U_ Q J n � Q = O O < 0 z U Y 00 W 4- cc rn O d ® 00�� �L'Or � �r�� N N 0 Z=o o~� C N oo� coI- �� :3 �t�i@ ozr �z ter`= » z 3 fn 6 rb 00 .i d Q 'Z f)f . 0- L0 Lr) N � U X 16 _j -ac in Ali; —>3 >°i°w Sa a. 8 P a CAD FILE NAME ACAD\TWN. QUEENSBURY\HANSEN CTR.°\A-1 SCALE AS NOTED DRAWN BY DRAWING No. MAP REFERENCE: A MODIFICATION TO AN APPROVED SUBDIVISION MAP OF A SURVEY MADE FOR WILLIAM K. & LISA C. GEREAU DATED: APRIL 21, 1998 LAST REVISED: MARCH 21, 2002 BY: VAN DUSEN & STEVES LAND SURVEYORS, LLC O IRF 25.43' IRF 153.) 6, 455.82 WN— D ej:j SteVE,S Land survey( )rs, LLC 169 Haviland Road Queensl >ury, New York 12844 • New York Lic. No. 50135 to 8i O Ui o —_ T , U 0 IN d r 3 o) N I NO3°531391IE Sr2o4 24"W ,_ LANDS N/F OF HAROLD LEGEND: 0IPF = IRON PIPE FOUND 0IRRF = IRON ROD FOUND WELL ca., = UTILITY POLE cxDocx_-> = STONE WALL .UNAIT14OR12ED ALTERATION OR ADDMnON TO A SURVEY YAP BE~ A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, SUB-DI)AWN 2, OF THE NEW YORK STATE EDUCATION LAW.' 'ONY CO6 fROM tM ORIGINAL Of MIS DULV[Y MWM WIT" AN CwGW Of TI9 LAND aWAYM SEAL SMALL K CONSIDERED TO BE VAUO TRUE COPIES.' 'CERTIRCAAONs INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WTH THE EYJSTING CODE OF PRACTICE fOR LAND %"YORS ADOPTED BY THE NEW YORK STATE ASSWATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIMATIONS SHAD. RUN ONLY TO THE PERSON FCR "40M THE SURVEY IS PREPARED, AND ON INS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENOMK. 1NSTITUIT* N LISTED HEREON, AND To It A5FNG#M Of W LeNDING wsml.T,oN LOT2 742.871 WETLANDS LOT] AREA 218,791 sq ft 5.02 acres 334.gz, IRF M$ p of a Survey made for VAR SCHMETTERER THE & 011RISTINA nsbury, Warren County, New York Town of Que 123-1-21.1 /300.-1-2.1 L'I IRF 155. 02 , S08°37 48MW N N CI; o T N NO. I DA TE SO—CALLED ORCHARD LOT 4- oc L;I ESCRIP TI ON PART OR .LOT 5 1; N1CV y C IRF Scole 1"=50' S-1 SHEU 1 OF 1 SCIMMETTERER C840 DWG. N0.0231G