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application 2 pages Scanned/OCR — text may contain errors

Also attached to this agenda item: 9 Bank DRAFT Resolution 10.22.2024 9 Bank St Deck Application 10.22.24 Redacted 9 Bank St Deck Letters of Support 10.22.24 9 Bank St Deck Plan for 10.22.24 9 Bank St Site Pics and Aerial 10.22.24

Village of Croton-on-Hudson # 20240085 Building Department Stanley H. Kellerhouse Municipal Building ° Stanley denen DATE ISSUED: 09/16/2024 Cc -on-H - ora EXPIRATION DATE:09/16/2026 engincering(@\crotononhudson-ny.gov Application No.: 20240177 Application Date: 04/19/2024 Location: 9 BANK STREET Parcel number: 078.08-003-070.00 Subdivision: Lot # Permission is hereby granted to: Owner Name: HEPPNER NANCY Contractor: J.T.H. CONSULTING 9 BANK ST 168 OVERLOOK ROAD CROTON-ON-HUDSON, NY 10520 POUGHKEEPSIE, NY 12603 for the following authorized work: CONSTRUCTION OF NEW REAR DECK (ZBA VARIANCE GRANTED 5/9/24) at premises located at: 9 BANK STREET pursuant to above numbered application, any variances or other permits issued and plans and specifications approved by the Building Inspector and subject to the following conditions. 1. This permit must be kept on the premises with one set of approved plans and specifications until full completion of the work authorized. There shall be no work performed between the hours of 8:00 p.m. and 8:00 a.m. Sunday through Saturday and between the hours of 8:00 p.m. Saturday and 10:00 a.m. Sunday. 2. Permit valid for commencement of work for a period of six months from date of issuance. All work must be completed within two years from date of issuance. 3. This permit is non-transferable and is issued based on the contractor’s insurance documentation submitted with the application. This permit shall automatically become null and void if there is any lapse or cancellation of insurance coverage. 4. Work must be inspected by the Building Department; owner and contractor are responsible for scheduling all necessary inspections. 5. All provisions of the Building Code, Zoning Law and all other Village laws, County and State laws applicable thereto must be complied within the execution of the work authorized under this permit, whether or not shown on plans or specified in the specifications or application. 6. This permit does not give the right to construct or alter plumbing or drainage systems, nor does it permit the use of any street, sidewalk or other public place for storage of materials. 7. It is unlawful to occupy or use any new building or part thereof until a certificate of occupancy has been obtained from the Building Inspector. 8. As per Section 230-49D of the Village Zoning Code, all existing sidewalks abutting the property must be repaired and left in a safe and presentable condition prior to the issuance of the Certificate of Occupancy. Cost of Construction: $23000.00 Fee Received: $563.00 Kk “il ( ~% n Ronald Wegner, P.E., Asst. Village Engineer/Asst. Building Inspector NEW YORK STATE | LH TDN? | a > i ‘ | ' THT Ke OD in mal | | omy, «ge Exist. | | rletceg 7M Hi | | Lp AWAD le Existing House Window 7 ee Tit es UTD Ha ce Tae IG | | | i Pee na treet Too RAIL DETAIL aT fs Deny | | Eh Spee aid mel | |_ Seae> u - THE STAIRS TO Be var \a i } 7 J = —- \ | Fj moro at See ee vera YEE || | iy ; Exist Covered 51.5" ; bee-tber | Door Porch j STAIR DETAIL leon ining — FY E i 6/17/2024 | cic NE == . L | == i| STAIRS TO HAVE A MINIMUM TREAD OF 9" WITH A NOSING HOT LESS THAN “ : TtTFa024 To show wider stairs Exist. | i = /DQQUGC DOE} f= ITN) U4 BUT NO MORE THAN 1-14. THE MAXIMUM RISER SHALL BE 6-14" THE App re As 8/1/2024 revised stair location Window | i \ _—_=___ | | WITH 1 CLEARANCE FROM SPUIDLES, DECK GUARD RARE Meer i nX be MeTED F iT Exist. Stairs to \ | | cope awe HAVE A MINIMUM HEIGHT OF 26" SPINDLE SPATING NOT TO i a =4 |{ 4° DOUBLE STRINGERS 16° 0.6 — | i. MewM ig pam |{ ; es ‘ | itt ALH il] wamieeoee Tet | = |] k— ep \ bi le | a | EXISTING DECK PLAN } — ff aad <3 iF — IL BUILDING INSPECTOR NOTE THAT THESE PLANS ARE INVALID: \ | A. IF ALTERED wi SCALE 3/8" = 1'-0° a —= B, IF NOT STAMPED BY A NYS REGISTERED ENGINEER OR ARCHITECT. 0. ; i! © Nepresienaee gaa. = 1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE 2020 ui a 1 , LU ss a one RESIDENTIAL CODE OF NEW YORK STATE CODE WITH THE NYS SUPPLEMENT.. a Ga i | im 1 a 2. THE CONTRACTOR SHALL MAKE NO DEVIATION FROM THE DRAWINGS OR iu Oo ) 7 | Vel f SPECIFICATIONS UNLESS AUTHORIZED IN WRITING BY THE ENGINEER. =) eo ) 4 a 3, THE CONTRACTOR SHALL BRING ALL NON-TYPICAL FIELD CONDITIONS, NOT = == COVERED BY THE DRAWINGS AND SPECIFICATIONS, TO THE ATTENTION OF ca) 5 zal Exist FRONT ELEVATION ee ENGINEER BEFORE COMMENCING ANY WORK AFFECTED 8Y THESE a a Existing House Window | 4. ALL WORK SHALL COMPLY WITH LOCAL AND STATE CODE REQUIREMENTS < is T : REGARDLESS OF WHETHER OR NOT THEY ARE SPECIFIED IN THESE NOTES ox x r AND IN THE DRAWINGS. CODE REQUIREMENTS SHALL GOVERN. ro) Fs 5. THE CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF THE STRUCTURE Fd Qe ie DURING CONSTRUCTION. | y3CRZ minum FROM CoRMER Rove . Entticovercd | 6. ALL STRUCTURAL LUMBER (FLOOR JOISTS AND WOOD GIRDERS) TO BE [to eqce of Bim Jour Exist a SPF#2 OR BETTER AND HAVE A MIN, BENDING STRESS OF 875 PSI. AND A Door lee MODULUS OF ELASTICITY = TO 1,400 000 PSI. ALL LUMBER TO BE EXPOSED TO a e THE WEATHER OR IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. | vonnect to 7, ALL CONCRETE WORK SHALL CONFORM TO ACI DESIGN AND ° : sot Deck . SPECIFICATIONS. CONCRETE SHALL BE A MINIMUM OF 3500 PSI IN STRENGTH X Exist. Deck Joists PR vee 8, USE ONLY LUMBER WITH OUT DEFECTS EFFECTING STRENGTH, DURABILITY, & = ; ze Window _ 2x8- 16'0c | YF ; AND APPEARANCES FOR THE INTENDED USE. w = = 7 = — ————— at 9. STAIRS TO HAVE A MINIMUM TREAD OF 9" WITH A NOSING NOT LESS THAN Oo > 1 Ht "A" nat (ot 2-2%10 Head “pr . 3/4" BUT NO MORE THAN 1-1/4". THE MAXIMUM RISER SHALL BE 8-1/4". THE Zz * M3 ) (( at) = a Fee eee el” @ Concrete STAIRS TO BE PROVIDED WITH TYPE 1 HANDRAIL, BETWEEN 34°-38" HIGH WITH = Tait) ae Mi A SH A = . 4.5" CLEARANCE FROM SPINDLES. DECK GUARD RAIL TO MEET CODE AND i olwZ = 4 Shes B” 6x6 PT Post on 12" @ Concrete HAVE A MINIMUM HEIGHT OF 36". SPINDLE SPACING NOT TO EXCEED 4", — n| x2 2 3 «? cio coung HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH QO oO) e fa 5 as! If Bedrock is encountered Pin 12° CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. w|2a allie = tyr » ‘ Concrete Pier Footing to Rock with 3# 4 10. SECURE POSTS TOP AND BOTTOM WITH SIMPSON CONNECTORS AS Y x z 7 elo o GF 4 . Rebar Drilled and grouted into the Rock REQUIRED. O i zi u wd Deck Joists s Yj Alternate Footing Use Bigfoot BF20 and 11. ALL ELECTRICAL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE 3| az 5 2x10 16" OC F _ : Follow al Manufacturer's Specification. NATIONAL ELECTRICAL CODE AND ALL APPLICABLE LOCAL CODES LU <z/20 bs — “ Alternate Footing Use: Helical Piles to be designed Q a|?z | Hh a ¥ and installed by the manufacturer to support oa (e) (AN “AY the ae NE Footing "A" - S000# suey Leadevesr Ee 16 ((R)) BE) New Stairs 57 Footing "B” - 2500# Floor ti. = 50 PSF (e) 2 Ge) ‘ C4 See Detail ) t , oo Wind Load = 115 MPH w Deck Designed to = we Post Max | O 5 Support 110# per SF 4 ye tanaey ° Spacing 8 ane| i F a KY 4 Exist, House Serves a7 DBT2 # alk i t—4- .. ll cw Nile \ . 16 # —- > & & a X . t Reed = S | a a \ UA = Cc TN Joist ke) et | 7” i I MA a (AY. 7p N | ee | 1/2" B bots of x OB) Ro (a) ay it if threaded rods with | ne t =H | } | | huts and washers. 10 mow no Se ol Rail Post a | cs rore SoReal TW | | pomeae ee PE Conrecton Dea say PROPOSED DECK PLAN | i | zwarreme [TOY CY seursee y: SCALE 3/8" = 1'-0" 414 ———__7 a a in LI “) Approx. Est. Grace a scale: ————E———E —— THE CONTRACTOR IS REQUIRED TO VERIFY ALL DIMENSIONS AND IS 3] As noted | rod i \ SOLELY RESPONSIBLE TO ENSURE THAT THE DECK DIMENSIONS ji! og | MATCH THE DIMENSIONS FOR THE SUNROOM. lot Io tot Table R301.2(1) | 14 rot rot THESE PLANS ARE FOR THE INTENDED USE BY A COMPETENT | Man eter eae “An ean CONTRACTOR ONLY, CONTRACTOR SHOULD HAVE AN ; Cimatc and Geographic Design Griteria / walk’ } A [n\ UNDERSTANDING OF THE NYS BUILDING CODE AS WELL AS BE dwg no: | Ground Wind Design Seismic Subject to Damage From | winter | Ice Shield | Flood Air Mean EXPERIENCED WITH WOOD FRAME CONSTRUCTION. | Snow Load Special | windbome | Design ; ; 4. | Design | Undertayment | Hazards | Freezing | Annual THE ENGINEER ASSUMES NO RESFONSIBILITY FOR CONSTRUCTION peed | T we i ea || Mola tind | Debris Zone| Catagory at Temp. | Required Index — | Temp. SECTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR | : : SCALE 3/8" = 1-9" FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE Yes Severe Moderate Yes 1160 WORK. THERE ARE NO WARRANTIES, NOR ANY MERCHANTABILITY OF tolHeavy FITNESS FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF _ 1 OF 1 |