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RC-0262-2021 Office Use Only ADDITION/ALTERATION PERMIT Permit#: 9-C,--a2.1_2- Z012-, I APPLICATION permit Fee: $ b`J Tosco of QZueensbury.. 742 Bay Road,Queensbury,NY 12804 Invoice#: P:518-761-8256 www.Queensbury.net Flood Zone? Y N : Reviewed By: Project Location: H6� & 6-,e- 140";:::7�r Tax Map ID #: 3 d�, -�- S� Subdivision Name: PROJECT INFORMATION: TYPE: Residential Commercial, Proposed Use: X -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: APR- ^^l� Addition/Alteration Application Revised January 2021 q ADDITIONAL PROJECT INFORMATION 1. Estimate&Cost of Construction: $ 0 . 2.. Source of Heat (circle one): _Gas Oil _Propane _Solar" Other Fireplaces/inserts need a separate Fuel Surning Appliances & Chimney Application 3. Are there"any structures not shown on the piot:plan? YES NO Explain: 02 ��/CD�.J S -'� 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 - : "X-NO • What is the water_source? _.PUBLIC. PRIVATE WELL •. What type of wastewater system is on the parcel? -SEWER- _PRIVATE SEPTIC DECLARATION: . 1. 1 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;.additiona' l:re'yiews 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 If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of Queensbury.After 1 year from the.initial application date, 100%of the fee is retained. 3.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 trueand,a.complete statement and/or description of the work proposed,that all work will be performed in accordance-with the NYS Buildirig,Codes; local building laws, and ordinances; and inconformance-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,l/we are required to provide.an as-built survey by a licensed land surveyor of all newly constructed facilities prior-to issuance ofa certificate of occupancy.- have read and agree to the above: PRINT NAME: i C_W O2- �A2iaT . SIGNATURE: DATE: Addition/Alteration Application- Revised January 2021 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL. • Applicant: Name(s): �c,�/�E[. / .C4/t7� Y Mailing Address, C/S/Z: 42/3, �odc G �� vc�wvrfa-P- �i� %f d Y Cell Phone: « ) 7 y y� Land Line: jrefi ) Email: /11• M c Cr "`rk (-0— • Pr.imary Owner(s): Name(s): Mailing Address, C/S/Z:; Cell Phone: ( ). Land.Line: ) Email: 0 Check if all work will..be:performed by pro.perty:owner only • Contractor(s): (List all additional contractors'on the.back of this for ) Contact Name(s):: C ? . . Contractor Trade: Mailing Address, C/S/Z: UOI\Al l Cell.Phone:. ( 1 ) _mac Land_ Line:._( ). Email:�(� �' Adt'-r CO VKV **Workers' Comps documentation-must be submitted with this application" . • ..Arch itect(s)/E ngi n ee 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: ( ) Land Line: ( ) Email: Addition/Alteration Application -Revised January 2021 Deck and Roof Design- checklist �e'S Is deck freestanding or attached IttS Footing ' Sono tubes sized for posts 44 8" x6 12" Big foot or footing for roof load Proper attachment to post and footing shown -tom= Proper flashing or waterproofing to structure shown Attachment to structure shown on plans Galvanized or stainless steel bolts shown NO ZINC COATED 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 q�:!Over 30" requires guards Over 30" requires guards @ 34" to 38" in height and handrails @ 34"-38" A cosueas 0\11 CO n the \14N 4 co ave. 11�01uo MOW, I ad61 4 j,) .... ... ... Jv .......... %pow Ise, 30* dACC31 N ve de(W200) R01 over Gle 0 De ' I UVrt/ �V oc POP kOA 61 S'SS Rom a v"I 0 & > -view ed", 'TOP Nbell Wt SCIA01. f i ---------------- 20' 60 u d CD o 4-1 to 0 0 1 x Ll 4' 2' to �r Plan View Curtis Lumber Dan Abell 885 Route 67 04/20/21 Ref:McCarthy Ballston Spa Scale: 1/4"=1' i F B D I C - - H LABEL LENGTH BEVELS LABEL LENGTH BEVELS A joist (15) 9' 7 112" F cap 10' 4 1/2" 1)0 2)45 B fascia 10' 1)0 2)45 F section 4' 9 1/4" B rim 9' 7 1/2" G cap 5' 5 1/2" 1)45 2)0 C fascia 20' 6" 1)45 2)45 G section 4' 7 1/2" C rim 20' 3" H cap 10' 11 112" 1)0 2)45 D fascia 10' 1)45 2)0 H section 5' 1/4" D rim 9' 7 1/2" 1 cap 10' 4 112" 1)45 2)0 E rim 20' 3" 1 section 4' 9 1/4" Cut List Curtis Lumber Dan.Abell 885 Route 67 04/20/21 Ref:McCarthy Ballston Spa Scale: 1/4"= 1' k DIGITAL 2020 Residential Code of New York ■IM CODES State Asia First Printing:Nov 2019 SECTION R507 EXTERIOR DECKS TABLE 11507.9.1.3(1) DECK LEDGER CONNECTION TO BAND JOISTa,b(Deck live load =40 psf,deck dead load= 10 psf,snow load s 40 psf) JOIST SPAN CONNECTION DETAILS Wand 6'1"to 8'1"to- 10'1"to 12'1"to 14'1"to 16'1"to less le 10' 112' 114' 16 18, _ On-center spacing of fasteners 1/2-inch diameter lag screw with'/2-inch 30 23 18 15 13 11 10 maximum sheathings s 1/2-inch diameter bolt with 1/2-inch maximum 36 36 34 29 24 21 19 sheathings 1/2-inch diameter bolt with 1-inch maximum 36 36 29 24 21 18 16 sheathinge. CONNECTION DETAILSJOIST SPAN6'and less6'1'to 8'8'1"to 10'10'1"to 12'12'1"to 14'14'1"to 16'16'1"to 18'On-center spacing of fasteners 1/2-inch diameter lag screw with 1/2-inch maximum sheathingf•d 302318151311101/2-inch diameter bolt with 1/24nch maximum sheathings 363634292421191/2-inch diameter bolt with 1-inch maximum sheathinge 36362924.211816 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa. a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist. b. Snow load shall not be assumed to act concurrently with live load. c. .The tip of the lag screw shall fully extend beyond the inside face of the band joist. d. Sheathing shall be wood structural panel or solid sawn lumber, e. Sheathing shall -be permitted to be wood structural panel, gypsum board, fiberboard, lumber or foam sheathing. Up to 1/2-inch thickness of stacked washers shall be permitted to substitute for up to 1/2 inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. . Copyright © ICC All Rights Reserved. Accessed by David Hatin on 0412912021 pursuant to License Agreement with ICC.No further reproduction or distribution authorized.Any Unauthorized reproduction'or distribution is a violation of the federal copyright and subject to civil and criminal penalties thereunder. I \\ DIGITAL 2020 Residential Code of New York , \1W CODES State Ras First Printing:Nov 2019 SECTION R507 EXTERIOR DECKS STAGGER FASTENERS e IN 2 ROWS 5.5-A9N.FOR 2 X B• -DISTANCE SHALL BE F ew onTED TO 5"W jji, 8.5-MIN.FOR 2 X A SE REDUCED TO 4.5"IF LAG SCREWS f 1.5'MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS REDUCED TO'THAT OF LAG SCREWS ` TOATTACH 2 X 6 LEDGERS TO 2 X 8 2"NvN. ' �� / BAND JOISTS_ LEDGER--JJ LAG SCREW OR BOLT T.M"NIIN. For SI:1 inch=25.4 mm. FIGURE R507.9.1.3(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS Copyright © ICC All Rights Reserved. Accessed by David Hatin on 0412912021 pursuant to License Agreement with ICC.No further reproduction or distribution authorized.Any Unauthorized reproduction or distribution is a violation of the federal copyright and subject to civil'and criminal penalties thereunder. A r. 7-0 TO 20' 1sf Unf B ,-, 36' J r, 13/4sAV/Unf B/3 Zg r r+ L 3/4 Story ., c a, 5 576 ftZ ' RP1 First Floor 60 ft iy 968 ftz 5' 31' 'n 1PIP 25 ft 5'