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RC-0578-2021 /M Office Use Only ADDITION/ALTERATION PERMIT Permit#: 20Z1 APPLICATION Permit Fee:$ 22D r Town of Queensbury 742 Bay Road,Queensbury,NY 12804 Invoice#: P:518-761-8256 www.gueensburV.net fV/� Flood Zone? Y ./ Reviewed By: �V Project Location: i° `w,, n4-4 4,- l-610.0 u'aY ►�Y .I Z��`� Tax Map ID#: Subdivision Name: Uk 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: D ErEgVE A06 0 4 2021 TOWN OF QUEENSBURY BUILDING&CODES- Addition/Alteration Application Revised January 2021 :F ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ 71,00 0 2. Source of Heat(circle one):_Gas _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 /NO Explain: 4. Are there any easements on the property? YES ,-"NO SITE INFORMATION: • Is this a corner lot? AYES NO • Will the grade be changed as a result of the construction? _YES NO • What is the water source? . "P,UPLIC 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 If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3.1 Ifthework is.not completed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 a certificate of occupancy. I have read and agree to the above: PRINT NAME: s�� SIGNATU DATE:. 8" Addition/Alteration Application Revised January 2021 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • A licant• .Name(s): ,e,,' 1 Mailing Address, C/S/Z: 35-2-at-45 22 �s Cell Phone:„ ( 5)U ) `7&0s (erg oS Land Line: � ) Email: I^;o C,JLo v".kke;,� COv,_5"r-Ai COO Primary Owner(s): Name(s): � c. �S Mailing Address, C/S/Z: W-F l 2SoLf Cell Phone: I4 ) b2- 57Ci Land Line:.� ) Email: aLzcA,tv.s 10 CO, C i , rc, cow, ❑ 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): \ Contractor Trade: Mailing Address, C/S/Z: ✓4 12-$09 Cell Phone: -7 &,90 5 Land Line: Email: @V LlcfA CDv%5krv-C,4&n .CO "Workers' Comp documentation must be submitted with this application" • Architect(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: A>gk fv\- Cell Phone: `799 (?�3 0 5 Land Line: ( _) Email: --,c7vt b o fv\.b lg r e-o s\-i' co v-.. Addition/Alteration Application Revised January 2021 Residential Plan Review: 1- and 2- Family Dwellings Y/N/NA (1 of 2) L Two (2) full sets of plans Over 1,500 sq. ft. requires engineering stamp 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 Pj 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 2"d story or 72" above/grade Egress window from basement 5.0 sq. ft.-- Floor system sizing per table 502.3.1 Residential check ERI or Prescriptive method ri 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 Ice &snow shield—24"from exterior wall Platforms at exterior doors Stairway headroom 6'8"; all stairs 36" width Stair run and rise Winder run and rise Spiral stairs meet requirements Smoke detectors—battery backup & proper location, interconnected Bathroom fixtures—proper clearance Hall width-36" width 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 aJ� b and closer �f l� Garage floor sloped aj Attic access: gasket seal & R-value equal to roof insulation Roof over 30"—22" x 30"/Crawl spaces 18" x 24" access Residential Plan Review Revised March 2018 tp• 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 �.J within 15' of sleeping area Soil test results, if required Septic to well or water line separation All paperwork signed Note on plans energy saving light bulbs 75% Blower door test agency paperwork Floodplain Permit required check map: 2 feet above flood elevation Hurricane clips required AJ 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 Makeup air for range hood >400 cfm 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 March 2018 TOWN OF QUEENSBURY . ®�� BUILDING & CODS DEPT. FILE C � Reviewed Y:, 0 V Date: 2- D AUG 0 4 2021 rotvN OF" QUEENSBURY BUILDING&CODES �l F; .Si •, - V/ TOWN OF QUEENSBURY N �¢ BUILDING DEPARTMENT 0 e construed �s 01 Based on our limited examination,compliance with our comments shall not b � a� v indicating the plans and sppeecifications are m C full compliance with the Building Codes of C New York State. 6 . c �.awe e4 .. �+`� t ��'.^.as.v'.8'':'a.G?Y36S+v;ep.@ � O •. 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'v 1 y v r 8/4/2021 Google Maps 1 ;1.i S W did-��. ,-j cGfC . �-le Maps i f' - t - r rk. p;!. ^i•r ff i „r k T, 40 ,'.• :i�'' "?'yc:n�x^;w:o :;�-t;t, &':di;µ r` It Map data©2027,Map data @2021 20 ft 6 - EEE •. • [_ `r�,;i;:/twww.googla:coinlrr� 3 M in HopoU4rWay/i§43.3235103;-73:73001BS,4im/data=l3m111e314m613m511sOx83dfneb8aad5c725nr itifi�L�1t.LC��1�'uZ��tif�`+�D��LI:- i���-�5''�,�:_�l�il�.�'1i41--��j�i���l:,':i--���1��;�'�,���(M1I.j1 .?''�lsl.s_ 1. �,+.1 _`J_,tD ,..t .1.f _e•_f�i_. _,... .. i a�Cl l 1©«OW Way ay . —mow l•- � '•'T J' 46 _ l ' - r t ✓y"'z r Mft 'AMOW, • 4 516" ,10-W Way, ur Ow ic: - - .tf`i;r��sy`'• �..� �,as - e��o �ar�eine� • . l: r' f ss�b, A SizeS'., � . a ?Stz��F3 W VY __ Pre-Installation RRequirements: y=`w-�•" -- u t 1, Providetruc access to within l0ofthecenter - - _ of the PermEntry unit 2. Foundation footing and opening should be LEVEL PWN46 and SQUARE. 3- Width of opening in foundation wall should be 407maximum for all sizes. Size O 4. Ensure proper soil drainage at base of unit Afooting drain to daylight is recommended 5. When foundation is backfifled,leave minimum ' work area for Pen-nEntry installation as shown, 'e,7, = 6. Basement floor or equivalent slab should be - Ppoured i concrete o d in die co c ete 60 7. Hold foundation tar coating back minimum ��4'•- _ 12"each side of opening. t: L HowtoMeasure: 1. Determine the measurement from the finished grade to the foundation footing. 2. Refer to table below to select proper size. Size 0 Top of casting should be a minimum of 2' -- 2 above finished grade 3. Double check your pre-installation =�•,;-.��=:'.,� :...:';;,.,�,,._ _ requirements and check site to determine 68 � -- - h _that there is proper truck access to and s P P� - from the PermEntry installation site. a all - Post-Installation Requirements: 1. Properly baekfill and compact excavation with clean suitable fill and/or stone.NEVER USE !'° CONSTRUCTION DEBRIS and NEVER backfill higher L than 2"below top of concrete casting. 2. Final grade should be adjusted to leave 2"-6"of casting above finished grade, Size C* immediately slope grade awayfrom the 19-12 S 35"-41" PermEntry unit in all directions. O 52"-5i3" 3. Avoid locating down spouts or sump =•.-T,4"-,< discharge near the PermEntry unit. ?' B 59"-66" 4. An insulated door at bottom of stairs is recommended to reduce heat loss. 76„ C 67"-74" :i:;: 5. For steel doors,if supplied with a red oxide primer ss- p.. 75'-82' finish,a finish coat must be applied within forty-five 83"-91" (45)days of installation.See paint label on interior of ;a 55712".' door leaf for complete instructions.If your door has a F* 92 powder coat finish,no additional finishing is required. Optional Ultra Series Door available for sizes C,D,E and F only. Job Requirements How to Order 71 9. 2• e'v FINISHED L FINISHED GRADE GRADE BASEWNT SLAE z, An optional basement door keyed lock kit is" • ' as F0017 o / available for added home security. t/ GAIVEL °soe ® ® Licensed Dealer 21 , I ROAD Mff, (800)8549724•www.bilco.com °$��� Aowm.�"p Ms Copyright 2014 The Bibs Company.All rights reserved. ow Primal in the.U.SA P-10.14 ,tlan it on New Homes 5 . The PermEntry Basement Entrance adds sales appeal and value by giving homeowners access directly from the basement to the outdoors.When you plan for a PermEntry Basement Entrance,you open up your basement to a number of opportunities,including: • External basement exit in case of an emergency. • Access to mechanical equipment during construction,reducing traffic and damage to the main level of the home. • Ability to move large furniture,bulky appliances arid patio furniture easily through the basement. • Additional quality selling features your customers will recognize and appreciate. • A basement as convenient and'easy to use as other rooms in the home. You supply the foundation - 4 a. opening... PermEntry does i � i .ti the rest! ; .cam �:• � ,---- • Holes for the special high-strength bolts are drilled through foundation. t:. • Facing surfaces are coated with self-sealing butyl resin strip sealant for a watertight seal. Cv The PermEntry precast stairwell is then lowered into position onto the foundation footing. Precast stairwell is secured prior to backfilf .°'. . through foundation wall using built-in steel Available with a Powder Coat Paint Finish anchors.Ona block or precast foundation, Eliminates the time and expense of painting thedooryourself. a permanent steel support is installed on a colorcholces -concrete slab underneath the precast unit. or • The Bilco door is anchored to the precast i i r'-'`' ` White Sandstone Li htGray Brick a {# stairwell and caulked.The area is then backfilled g Only available on Classic Series doors, and landscaped.For steel doors,if supplied with j' sizes Band C and extension panels.F ; a red oxide primer finish,a finish coat must be 'i applied within forty-five 45 days of installation. i - See paint label on interior of door leaf for y ` complete instructions. f ur spowder _o door ha a pY - _ coat finish, no additional finishing is required, The complete installation of the precast stairwell and door is typically done in Linder two hours. r . 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