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RC-0844-2021 . y'r Office Use Only ADDITION/ALTERATION PERMIT Permit#: PAC - a �g4- 2921 ` APPLICATION Permit Fee: $ 220— Town of QZieensbury 742 Bay Road,Queensbury,NY 12804 Invoice#:��23 P:518-761-8256 www.gueensbury.net Flood Zone? Y N Reviewed By: � Project Location: cWgLr-�v'ci Tax Map ID #: 2�'5 1 3—�3 Subdivision Name: PROJECT INFORMATION: TYPE: Residential Commercial, Proposed Use: Single-Family Two-Family _ Multi-Family (#of units ) _Townhouse Business Office _ Retail _ Industrial/Warehouse Garage (#of cars_) _Other (describe ) ADDITION SQUARE FOOTAGE: ALTERATION SQUARE FOOTAGE: 1st floor: 1st floor: 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: \Z` A 1c�a� ��cr`�r•� wc,\� Q��c� �e�1�•ce d w��h p � TA E E NOV 2 4 2021 TOBUN`p NGU&CODES Y Addition/Alteration Application Revised January 2021 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ 316c.>c; 2. Source of Heat (circle one): Gas _Oil _Propane _Solar_Other Fireplaces/inserts need a separate Fuel Burning Appliances & Chimney Application 3. Are there any structures not shown on the plot plan? YES )CNO Explain: 4. Are there any easements on the property? RYES NO SITE INFORMATION: • Is this a corner lot? YES X NO • Will the grade be changed as a result of the construction? YES NXC NO • What is the water source? XPUBLIC _PRIVATE WELL • What type of wastewater system is on the parcel? _SEWER >:JPRIVATE 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 If, for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of Queensbury.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. 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 1, 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 a certificate of occupancy. I have read and agree to the above: ' - I PRINT NAME: SIGNATURE: DATE: 2L1 2Cb21 Addition/Alteration Application Revised January 2021 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): Mailing Address, C/S/Z: \,S Owu%uo ri Cell Phone: Land Line: Email: Primary Owner(s): Name(s): r c\ -73er.r�,o c-�o,.-Q Mailing Address, C/S/Z: \5 c,.jQ-n,3e CQ V,2 cnnc�, rvt \--PC)LI Cell Phone:, ( ) c\S S Land Line: Email: cv\,,Le acre Q ns 1. e ❑ 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): e, -�,ca� Contractor Trade: C_ Mailing Address, C/S/Z: !S c, PdCell Phone:Phone: �_) Land Line: ) Email: "Workers' Comp documentation must be submitted with this application" • Arch itect(s)/Engineer(s): Business Name: Contact Name(s): Mailing Address, C/S/Z: Cell Phone: �_) Land Line: � ) Email: Contact Person for Compliance in regards to this project: C�-�,S ,, e Cell Phone: C3,!� - 4�-,': 041 Land Line: Email: Addition/Alteration Application Revised January 2021 Residential Plan Review: 1- and 2- Family Dwellings Y/N/NA (1 of 2) Two (2) full sets of plans Over 1,500 sq. ft. requires engineering stamper Design loads on plans: 115 Wind Floor Loads 40 psf (North of Rte. 149 60) 50 Ground Snow Load Sleeping Areas &Attics 30 psf Calculations Decks 40 psf Wind design for lake front properties Window schedule with glass size & main doors/Air leakage < .5 cfm for doors, < .3 cfm for windows/Tempered glass in bathrooms Door schedule/Main entrance 36" door Emergency Escape or Bedrooms & Habitable Space Above-grade: 5.7 sq. ft. Grade: 5.0 sq. ft. �! 24" (h)x 20" (w) minimum 44 maximum height above door Window control devices 24" or less 2nd story or 72" above grade Egress window from basement 5.0 sq. ft. a;, Floor system sizing per table 502.3.1 "ell l U'? 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, 46rtical fire stopping every 10' where required/joist spans pg. 127 Ice &snow shield-24"from exterior wall Platforms at exterior doors ,j Stairway headroom 6'8"; all stairs 36" width Stair run and rise Winder run and rise JL Spiral stairs meet requirements L)� Smoke detectors—battery backup & proper location, interconnected -e r�, pi 1h Bathroom fixtures—proper clearance Hall width-36" width j . Handrails more than four risers on open sides Railing &guards >30"/basement stairs included/closed risers more than 4" in height Safety glazing notes for required areas Garage fire separation:%" gable end/5/8" under living space &%" on walls/20 min. door and closer Garage floor sloped AJA Attic access: gasket seal & R-value equal to roof insulation Roof over 30"-22"x 30"/Crawl spaces 18" x 24" access Continued on back 4 -� 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 N within 15' of sleeping area N Soil test results, if required Septic to well or water line separation All paperwork signed Note on plans energy saving light bulbs 90% Blower door test agency paperwork Floodplain Permit required —check map: 2 feet above flood elevation ,v Hurricane clips required ,j Floors less than 2 x 10 covered by%" gypsum or 5/8" wood panel Manuals S &J required for heating system. Cold air return hard piped Separate room for draft HVAC or hot water heater with fresh air HRV shown and calculations Baffles at eaves for insulations and knee walls Ai Makeup air for range hood >400 cfm 1C Continuous header for garage doors to end wall Chimney rain cap shown for fireplaces Deck hold down shown not less than 4 lags and bolts per table 507.2 Residential Plan Review Revised October 2021 _107 — ILI LQ — I QU1EE SiBUR-Y - — ES--D,—P�T.1r U1LDI G &C Review ed_By M . I i —�—;— Dqte- I I i i. q,5 ,Y (j� r��e.2,—�,Q�� f-��,v S �---- 295-19-3-23 -- - ', RC-0844-2021 i_ Dore, Chris 15 Owen Ave Interior Alterations (load bearing wall TO VN F Ql EE SG BY BU1 CD1 K G -id. Sa don our limit d e -nir anon,coi f3110 ce _ wit our com ent s 1 no b� qns ru©d as indicant; th la s and s t cislc tlon arc In corm ian e v M e ulydl g C cles a ! f _ NEWYonk Ste te. I i -Z 295-19-3-23 RC-0844-2021 _ Dore, Chris _ 15 Owen Ave Interior Alterations (load bearing wall) 6 �� ► w L vt` - - I -- i livil Li I-d L�t IIL- _I -�--� --► - --I_1_ - - -- _!__ Z -1�1 I_ I f ► I _ � ;-- ; G- --- I _f._ I _ .I__ i i-- � ------� --I - I __ � I ! __ I - I �__- I - I _� 91C - 08AA- 2,o21 Edward K. Lapoint, PE Structural & Geo-technical Engineer 14 Empire Ave—Glens Falls,NY 12801 518-744-4411 / eklapointpe@Mail.com August 20, 2021 ECEOVE Mr. Chris Dore—Prospective Buyer ENOV 2 202� 2 Iroquois Avenue f Queensbury,NY 12804 J 0 TOWN OF QUEENSBURY BUILDING& CODAS Re: Structural Analysis for replacement of Home Divider Wall. Dear Chris : You have retained this Engineer to inspect the existing 12 ft. wall and adjacent 10 ft. opening between the Living Room- Kitchen/Dining area to develop a"clear span"option to remove and replace it with a 22 ft. opening. Findings : The home width is 24 feet, with the perpendicular*dividing wall 12 ft. from the front window wall and 10 ft. from the rear dining room wall. *(not directly above carrying beam in the basement). The roof system is composed of a single 2 x 8 timber ridge,with free spanning 2 x 6 rafters at 16 "on center. King posts under the ridge appear over the bedrooms—only. No collar ties between rafters over the living room- kitchen/dining area&bedrooms. The main floor system is composed of 2 x 8 floor joints at 16"on center, supported by a quadruple 2 x 10 carrying beam and triple 2 x 6 timber posts at 10 feet on center+/- *(carrying beam centered in the basement , Ln Lq Conclusion: o .M � :3 A �D Divider wall may be replaced with a triple 2 x 12 girder, spanning 22 ft. Ends bearing on i < 2. W 4 x 6 pressure treated posts for the main floor and 3 inch diameter, steel lally columns in rt M W the basement. Solid 2 x 8 blocking between floor joists at steel lally column locations. o Ln In Addition: Install 1 x 6 rafter ties undo ®RMll er locations,king posts at 8 ft. oc. = KEITyCa 0 p Please contact this Engineer for any di ' a a Z� d/or concerns. ! I Cr M 2 �- rL :3 Sincerely, u'� ti cn N DA o i 5 2 0 N 90 E SIO = F+ E WiC Kai PE u I