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AST-0091-2022 Office Use Only ADDITION/ALTERATION PERMIT Permit#: AST QT11 -2622— APPLICATION Lo Permit Fee: $ Town ofQeensbury 742 Bay Road, Queensbury,IVY 12804 Invoice#: P:518-761-8256 www.gueensbury.net �u� m 4 eL D� Flood Zone? Y N Reviewed By: Project Location: Tax Map ID #: l ' Subdivision Name: PROJECT INFORMATION: TYPE: Residential Commercial, Proposed Use: T=(AL-L. III400" 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: 2 d floor: + ��fs� WOF 2nd floor: 3 floor: 1 3rd floor: Basement (habitable space): Basement (habitable space): Total sq ft: Total sq ft: Scope of work to be done: 47- A (:59 V��tf W#1455ff M42aS�� 771257 711-r 4� KAR 0 9 2022 O>=CUEENSBURY ZIN0&CODES Addition/Alteration Application Revised January 2021 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ � 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 NO Explain: 4. Are there any easements on the property? YES NO SITE INFORMATION: A Is this a corner lot? YES NO • Will the grade be changed as a result of the construction? YES NO Y What is the water source? PUBLIC JC 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 If,for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100% of the fee is retained. 3. If the work 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 llvAje 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: -- _��'�/L /Ne SIGNATURE: DATE: Z/7 A2 Addition/Alteration Application Revised January 2021 r r" '0 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: . Name(s): T'/¢®� �/�lr�`��- /;7AMlOe�P 4C ?lWI9211 l/U_/ Mailing Address, C/S/Z: Cell Phone: /g ) g��,. ��Q� Land Line: s,$ ) 793. 152299 Email: • Primary Owner(s): Name(s): g,!qaeZW Mailing Address, C/S/Z: Cell Phone: �_) Land Line: � ) Email: ❑ 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): j�T e94L/V—dOC�f Contractor Trade: Mailing Address, C/S/Z: �r �' Cell Phone: LOT ) Land Line: � ) Email: S **Workers' Comp documentation 'Must be submitted with this application** • Arch itect(s)/Engi nee r(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: Cell Phone: 51 6 Land Line: � ) Email: 7:7� e e- Addition/Alteration Application Revised January 2021 r Deck an d Roof Design checklist Is deck freestanding or attached ►S Footing �c7 G ��G ® WiSPeAio-YJ- Sono tubes sized for posts 4x4 8 6x6 12 `. Big foot or footing for roof load Proper attachment to post and footing shown 4L Proper flashing or waterproofing to structure shown (Attachment to structure shown on plans (44-f Galvanized or stainless steel bolts shown NO ZINC COATED �Ls— Hex headed bolts NO CARRIAGE BOLTS Diagonal bracing shown for deck over 24" Floor joists parallel to carrying beams Deck post to beam attachment shown Over 30" requires handrail Over 30" requires guards Over 30" requires guards @ 34" to 38" in height and handrails @ 34"-38" Revised 4/15/2021 ENGINEERED FOR LIFE ADIRONDACK MADE LAKE GEORGE,NY Full Moon ALUMINUM TUBE-FRAME DOCKS e►� Ts ARTICULATING*CANTILEVER*ROLL•INS Glen Lake rd. D O 518-3151-5755 BESTBUILTDOCKSOGMAIL.COM 17 ASH DR.LAKE GEORGE,NY Lake George, NY New Roof Over Coolers- Overhead View 1 ®/I S E® . TOWN OF QUEENSBURY ATTIC AREA BUILDING DEPARTMENT T� OF CI�ES�Jv Based on our limited examination,compliance . WOOD FRAMED with our comments shall.not be construed as BUILDING & (__'#'01)F__:S DE PT. indicating the plans and specifications are in full compliance with the Building Codes of Reviewed R—i ; New York State. Date: 3 o ■ 2'X6'BOLT THRU HEADER ul co ■ 4'x6'PT POSTS Y, 0 O BOLT THRU m 2X8 HEADER ON WALL ■ .(ANCHORED W/LAGS/SHIELDS) HEADER Cr 0 o . 2X8 HEADERS ON POSTS 0 F c w Q 1 O!"T 2X8 FRAMING(2'O/C) $5 +/ EXISTING COOLERS 0 � ® 2X8 END CAP c� z_ 2X4 PURLINS(2'O/C) m z .0 ■ 3'X10'ALUMINUM SHHETS J J NEW COOLERS INSTALLED ON EXISTING DECK 14' -IkED FOR LAF E ADIRONDACK MADE LAKE CEOROE,NY Full Moon TUBE-FRAME 00Ck1QSjViq OF QU ALUMINUM TUBE EENSBURY CD ARTICULATING SCANTILEVER OROLL-INS LDING CODES DEPT. Glen' Lake rd . 88I & 5118-361-5735 DISTOUILTDOCKS@CM CoM. 17 ASH DR.LAKE GEORGE,NY Nviewed Yy" n Lake George, NY ' Date: 2 `7 New Roof Over Coolers - Side View ATTIC AREA WOOD FRAMED OF QUEENSBURY C, 6 Ir- �Wk-j LAJ'j t Qrd Zip DINNGDEPARTMENT Based on our limited examination,compliance -Py with our comments shall not be construed as indicat;r;g the plans and specifications are in U0 L full compliance with the Building Codes of a. New York State. Now 0 NOW- LU 4'x6'PT POSTS 0 Gr y-j 2X8 HEADER ON WALL (ANCHORED W/LAGS/SHIELDS LU k 0, 2X8 HEADERS ON POSTS LU 10',5 2X8 FRAMING(2-O/C) W:� J -A�STIN .;COOLERS 2X8 END CAP LLJ 2X4 PURLINS(2'O/C) PT a, 0 3'XI0'ALUMINUM SHHETS ji j CD NEW COOLERS INSTALLED M ON EXISTING DECK 14' cm,�, o � �*I,E,R E D FOR LIFE ADIRONDACK MADE LAKE 6EORCE,NY Full Moon IOO n = 4Y' ALUMINUM TUBE-FRAME DOCKS ` ARTICULATING$CANTILEVER OROLL.INS Glen Lake rd . D C S 1318-361-6735 BESTBUILTDOCKS@CMA1L.COM r 17 ASH DR.LAKE GEORCE, NY Lake George, NY c c New Roof Over Coolers- Overhead View 1 F ATTACHED.TO.CONCRETE BLOCK SECTION. _- FULL MOON --.ROOF . ■ 4'x6'PT POSTS -' 2X8 HEADER ON WALL ■ (ANCHORED W/LAGS/SHIELDS) s 2X8 HEADERS ON POSTS , El 2X8 FRAMINGC 2'O/ EXTS'TIN' C.00LE S EXI TIN.G C. LERS �o ❑ 2X8 END CAP 1 4 Y oc 2X4 PURNS 2 I 'O/C PURL INS s � ® TX10'ALUMINUM SHHETS s ❑ NEW COOLERS INSTALLED 1177-77 ON EXISTING DECK I At _ c M F n F� w R NItR N 00 r � M M-0 Am" ®R vonS7.,"Watt-too SSION, xtoon .'s, nGnL 3r 001t ue.,v Vol-ill, WILL ............ ee, ' -s_ ••"fin„ ''r�� $.�---�- � � Y 1 g e�i 's`� t� Y"' ���:b� ���..i�. ��. '�! �w;���^ al 41 44 pg! IK "ON 6-09 -1-LJ VOL"UUL X XUUUVLOI 1-MVV �,JAVJUL JL'UILII ILLVW bLILULUthblVlL LILLPS.//I-Uktil.gU4JgLU.UULWIXIULULUU/CM—YO161 I JeUjaVjeW=PjaSearCn--.. Ascend Bywix N 911 ��`dam- ��� �-, s��� ;��`� 3 �2 S.�S� �,� '�', � p" ............ ........... ................. 17t ou/v of 2 3/8/2022,11:11 AM CHAPTER 3 BUILDING PLANNING TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROU WIND DESIGN SEISMIC SUBJECT TO DAMAGE ND DESIGN FROM WINTER ICE BARRIER FLOOD AIR MEAN SNOW Speed Topograp hic Special wind Wlnd-borne CATEGO Weathe Frost Term DESIGN UNDERLA hMENT HAZARDSs FREEZING ANNUAL LOAD° (mph)effectsk regions debris zone"'R inga deethb ite° TEMPe REQUIRED INDEXI TEMP) f — — — — — — — — — — — MANUAL J DESIGN CRITERIAn Indoor Elevation Latitude Winter Summer Altitude design Design Heating temperature heating cooling correction factor temperature temperature cooling difference Cooling Wind Wind velocity CoincidenDaily Winter Summer _ temperature difference velocity heating cooling wet bulb range humidity humidity Copyright © 2022 International Code Council, Inc., or its licensors (ALL RIGHTS RESERVED). Accessed by John O'Brien on 04/25/2022 pursuant to License Agreement with/CC. No further reproduction or distribution For SI: 1 pound per square foot= 0.0479 kPa, 1 mile per hour= 0.447 m/s. a. Where weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code, the frost line depth strength required for weathering shall govern. The weathering column shall be filled in with the weathering index, "negligible," "moderate" or"severe"for concrete as determined from Figure R301.2(4).The grade of masonry units shall be determined from ASTM C34, C55, C62, C73, C90, C129, C145, C216 or C652. b. Where the frost line depth requires deeper footings than indicated in Figure R403.1(1), the frost line depth strength required for weathering shall govern. The jurisdiction shall fill in the frost line depth column with the minimum depth of footing below finish grade. c. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage. d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map [Figure R301.2(5)A]. Wind exposure category shall be determined on a site-specific basis in accordance with Section R301.2.1.4. e. The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winter from Appendix D of the Plumbing Code of New York State. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official. [Also see Figure R301.2(1).] f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. g. [NY] To establish flood hazard areas, each community regulated under Title 19, Part 1203 of the Official Compilation of Codes, Rules and Regulations of the State of New York (NYCRR) shall adopt a flood hazard map and supporting data. The flood hazard map shall include, at a minimum, special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community, as amended or revised with: i. The accompanying Flood Insurance Rate Map (FIRM), ii. Flood Boundary and Floodway Map(FBFM), and iii. Related supporting data along with any revisions thereto. The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. h. In accordance with Sections R905.1.2, R905.4.3.1, R905.5.3.1, R905.6.3.1, R905.7.3.1 and R905.8.3.1, where there has been a history of local damage from the effects of ice damming, the jurisdiction shall fill in this part of the table with "YES." Otherwise,the jurisdiction shall fill in this part of the table with "NO." i. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index (BF-days) from Figure R403.3(2) or from the 100-year (99 percent) value on the National Climatic Data Center data table `Air Freezing Index-USA Method (Base 32°17)." j. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method (Base 327)." k. In accordance with Section R301.2.1.5, where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects, the jurisdiction shall fill in this part of the table with "YES." Otherwise,the jurisdiction shall indicate"NO" in this part of the table. 1. In accordance with Figure R301.2(5)A, where there is local historical data documenting unusual wind conditions, the jurisdiction shall fill in this part of the table with "YES" and identify any specific requirements. Otherwise, the jurisdiction shall indicate "NO" in this part of the table. m. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s). Otherwise, the jurisdiction shall indicate"NO" in this part of the table. Copyright © 2022 International Code Council, Inc., or its licensors (ALL RIGHTS RESERVED). Accessed by John O'Brien on 0412512022 pursuant to License Agreement with ICC. No further reproduction or distribution