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HomeMy WebLinkAbout48909-Z g11ff0i Town of Southold �o� ooy 9/12/2024 a P.O.Box 1179 0 o _ g. 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45540 Date: 9/12/2024 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 673 Summit Dr,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-1-44 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/16/2022 pursuant to which Building Permit No. 48909 dated 2/14/2023 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory garage as applied for,per ZBA#7671 dated 09/15/2022 The certificate is issued to Biniaris,Antonios&Stella of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48909 08/30/2024 PLUMBERS CERTIFICATION DATED 0- 0 riz ignature o�SUFFQI�.co TOWN OF SOUTHOLD ,� ay BUILDING DEPARTMENT x TOWN CLERK'S OFFICE • A? SOUTHOLD, NY f :- BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48909 Date: 2/14/2023 Permission is hereby granted to: Biniaris, Antonios 443 Dogwood Ln Manhasset, NY 11030. To: Construct accessory garage at existing single family dwelling as applied for, per ZBA #7671 approval. At premises located at: 673 Summit Dr, Mattituck SCTM #473889 Sec/Block/Lot# 106.-1-44 Pursuant to application dated 11/16/2022 and approved by the Building Inspector. To expire on 811512024. Fees: ACCESSORY $212.00 CO-ACCESSORY BUILDING $50.00 Total: $262.00 Building Inspector OF SO(/r�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 sean.devline-town.southold.ny.us OUNrI, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Antonios Biniaris Address: 673 Summit Dr city:Mattituck st: NY zip: 11952 Building Permit#: 48909 Section: 106 Block: 1 Lot: 44 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Esco Electric License No: 43646ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 4 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO Detectors Sub Panel I OOA A/C Blower Range Recpt Ceiling Fan Combo Smoke/Co Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 3 Z LED 2 Exit Fixtures Sump Pump Other Equipment: 100A Panel 20 Circuit/ 9 Used Notes: Acc. Garage Inspector Signature: Date: August 30, 2024 S.Devlin-Cent Electrical Compliance Form Copy OF SOUly�lo If C/ l o g 6 7,5 �� # TOWN -OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [: ] FOUNDATION 1 ST/ REBAR [ . ] ROUGH PLBG. [ ] FOUNDATION-2ND [ ]. INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION , [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: C4 .. r DATE INSPECTOR / how*OF SOUTyO� # # -TOWN OF SOUTHOLD.BUILDING DEPT. u�m� 631-765-1802 o INSPECTION [ ] FOUNDATION 1 ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL kt.., 6�e// [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ "] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 6�bdmlf , DATE INSPECTOR ` ho�*OF SOUTyOIo # . TOWN OF SOUTHO.LD BUILDING DEPT. 631-765-1802 I-NSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [. ] FOUNDATION 2ND [ ] INSULATION/CAULKING. [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE.A CHIMNEY [. ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE'RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR 'IELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) p y s � ------------------------------------- FOUNDATION (2ND) z 0 W y _ G� ROUGH FRAMING& y PLUMBING b' INSULATION PER N.Y: STATE ENERGY CODE FINAL UZIA ADDITIONAL COMMENTS CAA CPO �o z y x b H �o��UFotx,�o` TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 p of ao; Telephone (631) 765-1802 Fax(631) 765-9502 hgps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Onlyf� n , 7 �qOj PERMIT NO. Building Inspector: (�1 Nov 1 0 2022 Applications and fcirms must be filled out in the►r entirety Incomplete 6 ... applications will not be accepted.'Where the Applicant is_riot.the:owner,'an " ' 817 horilz Owner's Autation form(Page-2j shall be completed Date:1/21/22 OVUNER(S)OF PROPERTY x 4 Name:Antohony_ Biniaris_ K 4 SCTM#1000-106�-01-44 Project Address:637 Summit Drive Phone#:917-993-0171 Email:biniarisa@gmail.com Mailing Address:443 DogwoodRLane,_Manhasset NY 11030 CONTACT'PERSON:`` k �r Name:Eileen Wingate for' uiet Man_ St io Mailing Address:2805 w st mill road, attituck,yNYr 11952 pl -m.� �1�.�cx),.� Phone#:516-818-9 54 Email:eilee C tmanstudio DESIGN PROFESSIONA!°INFORMATION T x M Name:Condon Engineering._ .1.m._n._ �_.s....r,._._._._. . _..TM�. ,.. . n...K.. _..� .:...r... ... r,,..,. m,......_.. � .., .w m._R._..,r� . .., Mailing Address:1755 sig_beerd._Mattituck, NYT r Phone#: Email:_condoneng@optonline.net CONTRACTOR INFORMATION fi - �.. Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF.PROPOSED CONSTRUCTION; :�. Sri r ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other 'k $ Will the lot be re-graded? ®Yes ONO Will excess fill be removed from premises? ❑Yes El No 1 I ; YMf6ad. gsa:iN+„� _ »•.� i,....;.1Ys�ATi xYn..tY-%b!Y^F1:..V3ss'.�.��.wxa� I I wa TE-IlesnMogate e GIANV=k Ube f, .OF fwmn* �� s#r zp = ;Itatwl wimston b=,danaa rn thitz r ye,vft�to to roust umbAwkn iceau andtaft 4ad m.a,.e..ava:is�"' ' ;✓SjttyY+s.pan Y^P:`h^.IIivK,F pY[rel�b�eYm�aY,fi Act the Omer) r at w Manb6mak NY t 99`..,4djAJAMM �t � S�FFo(K BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ,yam, �,•.. Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 0 � 6jo1 boo ; Telephone (631) 765-1802 - FAX (631) 765-9502 rf{'' lamesh(aD-southoldtownny.gov - seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION All Information Required) Date: Company Name: c-c) Electrician's Name: O �S Qd 2-1 License No.: L423CRL4b Elec. email: Elec. Phone No: I request an email copy of Certificate of Compliance Elec. Address.: C •t?1=i 11 JOB SITE INFORMATION (All Information Required) Name: n , y),J Address: --7-j -SU Y-n M t+ Cross Street: Phone No.: IC —] Bldg.Permit#: email: I N\ Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES�NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 D H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION -+6-4 ?C"L f lootv— r,-0 C-gw- 10-1 ?Jab B r rt, gggDg oSUFFO(��o..' BUILDING DEPARTMENT- Electrical Inspector Gti TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 z ' Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh(a southoldtownny.gov - seandCcDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION All Information Required) Date: CAI - q r Company Name: ��Q - � I-Pc+y-� Electrician's Name: O �S 0,- 2— License No.: 14 23 04b Elec. email: Elec. Phone No: 0'61 1 request an email copy of Certificate of Compliance Elec. Address.: 1 CJ Qad4 l 46 ` IQ S� JOB SITE INFORMATION (All Information Required) Name: �r1 YlAJ Address: - ` C:>UYYiM J+ Cross Street: °( , uur< " Phone No.: l --7 Bldg.Permit email: bl m Tax Map District: 1000 Section: Block: Lot: BRIEF--DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YES F7TNO Issued On Temp Information: (All information required) Service Size01 Ph 03 Ph Size: A # Meters Old Meter# ❑New Service0 Fire Reconnect[]Flood ReconnectOService ReconnectOUnderground OOverhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION I�ab-4 t- � r itmDq PERMIT# Address: Switches Outlets i GFI's Surface Sconces HH's UC Lts Fridge HW POOL Fans Mini Fr. W/D PanelPump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water` Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps " Have Used Sub Amps Have?�C) Used Comments � BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson �a '� 53095 Main Road m P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes COPP Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento ��j'� �� Southold,NY 11971 RECEIVED - j(u i I` `11� } http://southoldtownny.gov Q/ }. 6 101 F APPEALS v�kout 1, � 1 ZONING BOARD O � � 9 2022 NOV 202� s`' TOWN OF SOUTHOLD ry.tllt _ Tel.(631) 765-1809 •Fax (631)765-9064 T&NN o� �U old'Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 15, 2022 ZBA FILE: #7671 NAME OF APPLICANT: Antonios and Stella Biniaris PROPERTY LOCATION: 673 Summit Drive, Mattituck,NY. SCTM#1000-106-1-44 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A 14-25, and the Suffolk County Department of Planning issued its reply dated April 25, 2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated August 30, 2022. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department as well as the records available, it is recommended that the proposed action is CONSISTENT with the LWRP policy standards and is therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject property is a 25,608 square foot nonconforming parcel in the R- 40 Zoning District. The northerly property line measures 104.03 feet and is act ae*&hf to Sound Beach Drive, the easterly property line measures 270.42 feet and the southerly property line measures 100.00 feet connected to a 7.5 foot Right of Way in the southwest corner of the front of the property which runs into' 'S.ummit Drive, the westerly property line measures 241.75 feet. The parcel is improved with a two-story frame dwelling with an 8.2 ft. by 11.8 ft. frame shed located southeast of the dwelling as shown on the survey map prepared by Nathan Taft Corwin III, LS and dated July 5, 2018. BASIS OF APPLICATION: Request for Variances from Article III, Sections 280-15 and the Building Inspector's March 22, 2022 Notice of Disapproval based on an application for a permit to construct an accessory in-ground swimming pool and accessory garage at; 1) swimming pool is located in other than the code permitted rear yard; 2) accessory garage is located in other than the code permitted rear yard; located at 673 Summit Drive, Mattituck,NY. SCTM#1000-106-1-44. Page 2, September 15,2022 #7671, Biniaris SCTM No. 1000-106-1-44 RELIEF REQUESTED: The applicant requests variances to construct an accessory in-ground swimming pool and an accessory garage. The proposed accessory structures located on this nonconforming 25,608 square foot lot in the R-40 Zoning District, are not permitted pursuant to Article I11, Section 280-15, which states accessory building and structures shall be located in the rear yard. The proposed swimming pool will be located in the side yard and the proposed 14 ft. by 20 ft. accessory garage will located in the front yard as shown on Site Plan Drawings prepared by, John J. Condon, P.E. and dated January 22, 2022. ADDITIONAL INFORMATION: A 252 foot long by 15 feet wide Right of Way connects the subject property to Summit Drive and is shared access to other dwellings located behind lots fronting on the town road(Summit Drive). to allow access to a Town Road. The natural topography allows for the homes to be tucked away as to not allow properties to be'seen by neighbors. During the Public Hearing the applicant and their representative were asked to submit an engineered drawing showing the proposed location of a drywell for pool dewatering and runoff from the proposed accessory garage roof. and the proposed location of the swimming pool pump and heater equipment before a building permit can issue by the Building Department. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 1,2022 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject lot is located behind an adjacent lot that fronts on Summit drive and is accessed by a 252 foot long Right of Way that ensures the front yard of the property is not visible to the street. Moreover, because of the steep topography in this area, the adjacent neighbor's lot is located many feet lower in elevation. Consequently, no neighbor will be visually affected by the proposed locations for the pool or accessory garage. Other homes in the community have installed in-ground swimming pools and have also done renovations to their homes. Most homes also have accessory garages on their properties. 2: Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The size of the parcel is 25,608 square feet and more than half of the property is located seaward of the top of a dramatic land-bluff that drops down to Sound Beach Drive on the north side of the property. The dwelling is located approximately 20 feet from the top of the land-bluff leaving only the side yard and front yard for the location of the pool and garage. 3. Town Law §267-b(3)(b)(3). The variances granted herein are mathematically substantial, each representing 100% relief from the code. However,the lack of a rear yard requires an alternative plan to utilize the side yard for a small 12 ft. by 20 ft. in-ground swimming pool and to locate the one-car garage in the front yard in the area where the existing driveway is located. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. _I 1 Page 3, September 15,2022 #7671, Biniaris SCTM No. 1000-106-1-44 6.Town Law�267-b. Grant the requested relief is the minimum action necessary and adequate enable the applicant to enjoy the benefit of an in-ground swimming pool and a one-car garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Acampora, seconded by Member Weisman (Chairperson), and duly carried,to GRANT the variances as applied for, and shown on Site Plan and Engineered drawings (Sheets 1-3) prepared by John J. Condon, P.E. and dated January 19,2022. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Evergreen screening shall be planted and maintained as depicted on site plan prepared by John J. Condon, P.E., dated January 19, 2022. 2. Pool pump equipment/mechanicals must be located a minimum of 20 feet from any property line or be contained in a shed type enclosure with a lot line set back that is in conformance with the bulk schedule for accessory structures. 3. Drywell for pool de-watering shall be installed. e ., 1 �Tailtl a m3°t e engineer a s o g h lo�aton oltr"'yelils�for�lhe s�vi�rami�g p©�lja�rrd spa. ,�.raherr�n� ��ff�fxtoxnt�lTaa���s . g� age. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized tinder this application when involving nonconformities tinder the zoning code. This action does not authorize or condone anycurrent or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. IMPORTANT TIME LIMITS ON THIS APPROVAL Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written e Page 4, September 15,2022 #7671, Biniaris SCTM No. 1000-106-1-44 request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE _WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson) Dantes, Acampora, and Lehnert. This Resolution was duly adopted (4-0) (Member Planamento Abstained) Leslie Kanes Weisman, Chairperson Approved for filing //"D", /2022 REVISIONS: APR.24,2024 APPLICATION FOR BUILDING PERMIT AME MENT 673 SUMMIT DRIVE, MATTITUCK, NY 11952 —0 ci"* 4 TOP OF BANK 0000 o 4:) NORTH RETAINING WALL w 0 CO c*4 PROPOSED 12'x20'POOL Q a) > vz, kN ch WN m 3'-0"PLANTING BED EXISTING 2 OR. FRAM HOUSE PROPOSED 10'x16'GARAGE �tj RETAINING WALL R R ASPHALT dRiVEWAY Ipcp. V-0"PLANTING BED 00, > 001, A SITE Is PLAN 0 E OfF PROJECT: 2021-002 co OWNER: BINIARIS yOo DATE: JAN.19,2022 EXISTING 2V RIGHT OF WAY SCALE: NTS SHEET NO: PROPERTYL I OCATEDOCATED'EXISTING DRIVEWAY PART OF 673 SUMMIT DRIVE,PMATT I&RIGHT OF WAY C TOWN OF SOUTHOLD ON COUNTY OF SUFFOLK, STATE OF NEW YORK SITE PLAN DISTRICT:1000 SECTION:106 BLOCK:~ LOT:44 REVISIONS: APR.24,2024 NEW WALL NEW Z K6"SILL NEW(2)#4 REBAR • NEW 8'SB"FILLED CONC.BLOCKS 1 NEW(2)94 REBAR NEW 6'k6"-1Oxl0 WELDED WIRE MESH NEW 5"MIN.CONC.SLAB p REINFORCED W/WWM GRADE > 5"MIN W 0 / EW VAPOR BARRIER CL T T ONTINUOUS CONC.GRADE BEAM as 1�— } \/ EW4"CRUSHEDSTONEFILL W Z OMPACTED EARTH GRADE SLOPED G V BEAM HAUNCH FOUNDATION DETAIL � NEW 8"P.C. WNDATION WILL UPON 12"x 78" OSi DOWN TO FOUNDATION CONTINUOUS FOOTING ' NEW SLAB I + W/VAPOR BARRIER 4"CRUSHED STONE R ED 1 = - LECT104 t I� m �.-.-- f I x NEW GARAGE y --SECTION AA NEW FOUNDATION (2)2"x l2"HDR. I -- -- - ------_`:=� GARAGE E 8'O.C� O.0�Y OST DOWN TO HEADER PLANS .`c QV NEW?O PROJECT: 2021-002 �, COND�y DRAWN BY: RC OWNER: BINIARIS ? W DATE: JAN 19,2022 FOUNDATION PLAN UN GROUND FLOOR PLANUN ROOF PLAN _ SCALE: 4"=1'-0" 0516 SHEET NO: _ - ES P REVISIONS: TOWN OF SOUTHOLD TABLE R3012(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA APR.24,2024 NEW 2'x 10'RIDGE BEAM GRDUcID N1kD S9SA:C g61GCTTO DAMAGE FRUN WrIfER ICESrtElD FLOOD NEW ROOF S)NO'N SEED Cc9GY NEATHERING FROSIU)JE ITERATE UWAI DESIGN Ut5ERL5Y1.¢Ni fiAZATIDS ASPHALT SHINGLE ROOF LOAD N'rTi) CATEGORY DEPTTERH �7a� VAPOR BARRIER 4 12 NOTE ROOF PITCH TO j'PLYWOOD --]a MATCH EXISTING HOUSE 20PSF 140 B SEVERE 3-0' Akfi S'dl N YES NO" 2'xW@12'O.C. +r- R-19 BATT INSULATION DESIGN CRIfERWBEWG USED: 2020 91TERNATIOt1Al RESIDENTIAL BUILDING CODEAND 2020 UNIFORM NEWYORK STATE CODE SUPPLEMENT ' _NEW EXT.VVALLTYP SIDING TO MATCH EXISRNGHOME Foundation Notes: a VAPOR BARRIER 1,PLYWOOD The contractor is to verify all measurements in the field and any discrepancies are to be brought to the Engineer prior to 2'xa"WOOD STUD NEW GARAGE construction. R-21 BAIT.INSULATION SHEETROCK 1-All concrete 4,000 psi after 28 days minimum. 2-All rebar ASTM A-615 Grade 60. W EXTERIOR 3-Footings are to be installed on undisturbed virgin soil.The bottoms of all footings are to be installed a minimum of 3' GRAD sEE DETAIL ON PG 2 below grade unless indicated otherwise. 4-All snap off form ties are to be removed and remaining openings are to be sealed/grouted. N� 5-The foundation contractor shall coordinate with the plumbing and electrical contractors relative to installation of sleeves J iir N contractor toand other penetrations prior to pouring concrete. Q 0 "CRUSHED STONE FILL 6-Install isolation joints along foundation walls and at column and other floor penetrations. d r T ACTED FA12TF1 7-Installed contraction joints in the cellar floor slab every 18'minimum. 8-Foundation excavation is not to be back filled prior to the installation of the floor framing. W Z 9-Backfill along foundation walls is to be clean material and is to be mechanically compacted in 6"lists to 95%of Q Y SECTION A maximum dry density. () 10-Follow coldweather concrete treatment relative to add mixtures in accordance with ACI 212.3R.Use Air-Entraining � 0 admixtures per ASTM C260,AASHTO M154 or Water Reducing and Set-Controlling Admixtures per ASTM C494, �. AASHTO M 194 only.Do not use Calcium Chloride or other corrosive type admixtures LU 01T NAILING SCHEDULE OD FRAME CONSTRUCTION WUWUAL 2018,PAGES 149 AND 193 z Nm�ead�e NalBpxvig M r---i 9 � RaNermtopp2te(rosNa�dJ 38d PaRBa L Cd1gJaAmtoppa(ToeNakl) 38d Pejw W4JazttoP.-.�A RaIzIFa2 11v.0.1 616d Eah4 Ce°MJoM epmrPd*bm(F=Ha!4 6f Earho C.brTietoRe erFmr164 }sd Peie swc"mRalkr(TaeNaled) ?ad Eerherd 316d RicrBoadbrdta(ErdN 0) vvm BIr1BIg TepPLaem TepPbL(FMWied) 2•16d 1pffF.1 r ! � TopPla>:et rtasetloro(Fax tteJeQ) (� 416d Wsz.a5l� T° 1 1 smmsud(Fezn a4 afsd 26-m j ,a tm .bS( ) PaZ(45addift T al6ptuo PFdeb SLW eWNaSU ?i6d Pa2t-0dtl__I 316d Pa2tfised IL 416d Pe2xBSmd / 10" 12-t6d " PaFcot (alnllg ortm Sl,Ttp PlatorGad:r(heNatJ) 48d PaJcm BdOdo Wms t(ToaNaed) M fthEld FRONT ELEVATION BX44 to JW(Tm Wed) ?Bd EahErd B' KVta SderTop P6WDwNaed) 3-16d eech UO-A LeJT,5' t E=(F—r1.:e) 3-16d eeth)det stmWpto Ben(Toe zlad) ?ad perjd9 Bad ai#m d9(edNakd) }16d perjont Bad Jdrtm$9 orTcp Ple2(Too Nued) 2.16d peffoot hoot neallmg SECTION Stnxhsd Panels ed p"eaN E6y/4-F(dd ELEVATION 1kfi'or 1k6 2kd F—EFROd Ts Pa6cgpal DETAILS WtngSheathmg g1utG11 Tbd�S� 6dCOL'eR 7Ed /ilT Fetl Wa °Nf ld PROJECT: 2021-002 fi Panda / CIA r�Izd Pme� IF Tnc 6a DRAWN BY: RC 25W B1 w o OWNER: BINIARIS c)paenWdmam tAf o i--= re�oad / _ PandeNoadPaidr + DATE: JAN 19,2022 1 OIa)ond Goad SAedlmg - tk6"ne rSCA7LE:- T-=1'-0" 1kf0'oreNer 1 aor m 9 V SHEET NO: L L suward Parade 1� I*vl= ad E, ��ra�ant. ,Bel 3 pager�dBead 6tx3hy�g . SIDE ELEVATION 1kB"ikF p 1k1RdKlGer 38d P°J APPOOVED.AS NOTED +DATE:�/5 3 B.P.# . OCCUPANCY OR FEE 0?4R•ev BY: USE IS UNLAWFUL NOTIFY BUILDING DEPARTMENTAT (. 631-765-1802 8AM TO 4PM FOR THE WITHOUT.CERTIFICATF FOLLOWING . TWO REQUIRED JIF OCCUPANCY FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING 3. INSULATION 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR COMPLY Wlik-: ALL DESIGN ORCONSTRUCTONERRORS NEW PORK STATE & TOWN CODE A5 REQUIRED AND CONDITIONS C. SOUTHOLD TOWN ZBA All exterior lighting _ SOUTHOLD TOWN PLANN148OARL installed, replaced or SOUTy,OLD TOWN TAUSTE:ES repaired shall conforpj to Chapter 172 N:Y.S,,DEC Of the Town Code. RETAIN STORM WATERR 2 OFF PURSUANT TO CHAPTER � W, a OF THE TOWN CODE. - REVISIONS: APPLICATION FOR BUILDING PERMIT 40 673 SUMMIT DRIVE MATTITUCK NY 11952 v �tiQ- � ' / TOP OF BANK O NORTH RETAINING WALL 0 / o > / as04 PROPOSED 1TX20'POOL Q � r ~ z 00, � 0- c 3'-0"PLANTING BED ` + \ �S\Y \ FRAME i A PROPOSED 14'x20'GARAGE 91go a a o RETAINING WALL 9 •moo a D D \ - v s�vr •w,J • \ ego '�1y P �� � D �i. { ,�```�:'t �x,.> nt.. � \ A- �L B ASPHIBLT D�2IVEWAY P 3'0"PLANTING BED _ 00, .. °°ti \ B d SITE PLAN \\ p D hk a 1 \ ; PROJECT: 2021-002 v D OWNER: BINIARIS DATE: JAN.19,2022 P ��o `�V EXISTING 25'RIGHT OF WAY1 1 0 SCALE' NTS 001, ii► SHEET NO: \ -` PROPERTY LOCATED AT: EXISTING DRIVEWAY PART OF o� r' �v 673 SUMMIT DRIVE,MATTITUCK,NY 11952 15'RIGHT OF WAY TOWN OF SOUTHOLD COUNTY OF SUFFOLK STATE OF NEW YORK SITE!PLAN DISTRICT:1000 SECTION:106 BLOCK LOT:44 I i r REVISIONS: NEW B'P.C. FOUNDATION WALL J N UPON 12°x 18" Q w CONTINUOUS FOOTING G Q cl) DST DOWN TO FOUNDATION IL T •� •� W � Z o a �NEW4'P.C.SLAB I b i C7 W/VAPOR BARRIER I M \ ON 4°CRUSHED STONE I X NEW 2"x 10°R.R. N @1—s°°•c• �i W Q Z S m c NEW FOUNDATION o I 'A N N " `�'—' x NEW GARAGE mil/ N ! jO X N LECTION A-- -- .•� I ---- --SECTION A_] fV I Z 1 �I t /NEW 2'x10'R.R OA' � I X 1 I N )1) M '. •'.'.• (2)2 R°x12°HD --- ---- 1 O.0 8'O.C� _ OST DOWN TO HEADER 4 14' 14' st { GARAGE PLANS FOUNDATION PLAN GROUND FLOOR PLAN ROOF PLAN PROJECT: 2021-002 r DRAWN BY: RC f OWNER: BINIARIS i I DATE: JAN 19,2022 SCALE: a'=V-0" SHEET NO: I I j TOWN OF SOUTHOLD TABLE R3012(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA REVISIONS: NEW 2"x 1D'RIDGE BEAM GROUR® WIND 6B&`0C SUSIECTTO DAMAGE FROM W9MER ICE SHIELD FLOODSNOW SPEED DESIGN NEW ROOF WEATHERWO FROSTUNE 1ERL41TE DECAY DESIGN IINDEAIAYMENT IUSARDS ASPHALT SHINGLE ROOF LOAD MPHI �h DEPrH TEMP, REQUIRED VAPOR BARRIER 12 NOTE:ROOF PITCH TO it PLYWOOD —18 MATCH EXISTING HOUSE 20PSF 140 B SEUERE X M-H S44 11 YES NONE 2"x8"®12"O.C. R-19 BATT INSULATION DESIGN CRiTERJA BEING USED: 2020INTERNATIONAL RESIDENTIAL BUILDING OODEAND 2020 UNIFORM NEWYORK STATE CODE SUPPLEMENT NEW EXT.WALL,TYP SIDING TO MATCH EXISTINGHOME Foundation Notes: VAPOR BARRIER t PLYWOOD NEW GARAGE The contractor is to verify all measurements In the field and any discrepancies are to be brought to the Engineer prior to 2"x 8"WOOD STUD construction. R-21 SATT.INSULATION sHEETRocK - 1-All concrete 4,000 psi after28 days minimum. 2-All rebar ASTM A-615 Grade 60. ■ EXTERIOR � � W 3-Footings are to be installed on undisturbed virgin soil.The bottoms of all footings are to be installed a minimum of 3' 4"REINFORCED CONCRETE below grade unless indicated otherwise. GF2AD SLAB WITH VAPOR BARRIER 4-All snap off form ties are to be removed and remaining openings are to be sealed/grouted. 5-The foundation contractor shall coordinate with the plumbing and electrical contractors relative to Installation of sleeves 0 ILN and other penetrations prior to pouring concrete. i "CRUSHED STONE FILL 6-Install isolation Joints along foundation walls and at column and other floor penetrations. d r T' OMPACTED EARTH 7-Installed contraction IOIntS in the cellar floor slab every 1 B'minimum.FOUNDATION WALL ON 8-Foundation excavation is not to be back filled prior to the Installation Z 1 ac nstaon of the floor framing. ad 2'Xl8"CONTINUOUS FOOTING 9-Backfill along foundation walls Is to be clean material and Is to be mechanically compacted In 6"lifts to 95%of (� maximum dry density. Q SECTIONA 10-Follow cold weather concrete treatment relative to add mixtures in accordance with ACI 212.3R.Use Air-Entraining 5 admixtures per ASTM C260,AASHTO M154 or Water Reducing and Set-Controlling Admixtures per ASTM C494, a G AASHTO M 194 only.Do not use Calcium Chloride or other corrosive type admixtures LLI (n Q NAILING SCHEDULE SNOOD FRAME CONSTRUCTION MANUAL 2018,PAGES 149 AND 111 Z —FWrNurtberdnatle N *:" mmPpwrae NaR f8md� I J' 380 PerRaftr C�agdoZIbmpp6blT0e7 3E0 PWer)cIW � .mGtb Par&&ftrfaceNako 6-fed Emb mp Ito Cdng.'=UP rm Mad Co,m bRaRblFam ,�cod6.gmIroeYW.�J 38d EEO end lOm6eatlbra,^a(E,dNa1m) T16d Ewhwd N ❑❑❑❑ lap PfaebTopPmbl J 2-16d perfoct Go ❑ C �� azm��1 ao 4,6d m!dsea.5de m6md(faa,mmd) 2.1 1A o.c b (FaeNaPed) 160 18'oc emn6�� © I' tdpdfmbmPmmbSW{atl Na@n - . � , 9 2-16d Perlx4adM - },6d Per2ffi y 416d Pet2ffiSG,d ..+{�J 14' 1rthmPhmmgoo e®mdmsLFmlJuAu 2-t6d „ PaFmt I ' Jam. 8mdv:uJlFarPNaYb1 � ill! b apPfa:earadtr i®NStdJ -� FRONT ELEVATION Wpfffod BotleFjmJ¢9Qeer�fj : P ces — Rmbheaffimg SECTION e ELEVATION fYSor77� 2-0d PerSdppwt DETAILS I Ing n c�Y.�ctl sdmmes rE�,wrem n9 ed 3 egerenev PROJECT: 2021-002 aFbmbudPaes DRAWN BY: RC I 7N8' Bd 3' e18"Fetl I y, y, 0 L �mdd a e1 rFtld OWNER: BINIARIS JIBSURI ❑ Fahkbodftebe! DATE: JAN 19,2022 IV NI)' 2 amawcdrt SCALE: 1]I6'orvxag Pr:aOWrt 20' �' P� SHEET NO: a!aa 6d S e14'Fc�d gamr6un,• ,ed r e1d•Fldm 3 SIDE ELEVATION ,tea 2.6d pre�pan WWCa 3-W pera�Pnt- ; i t r LODKWTFRAYNG a 6msoDesa,2r RmBOARD ? [iMFOAEIaAARER D a COUARTIE ETIDDSTNaCE B1M6SAIDIDmEWSmrbAalLLGA%E I17RIOGFR D6b,mWaA2oFEl➢rtl W1OlaBwB 2LOmmrOPOGfaWrATSaN1N9EDW O ° . IQEIEEDlADDDNImNfP[GLRFD ROOFRAFlER 5° DWAIrAltl�bhAlNP10EFACE WSLOE a o O>)tmNurOuaTro(rcvrxl 0 DWBLERWO O NTOPOFT PRATEWDIDTO WAIOu 00 OFUM T MIFE MMM Wtl10.lr7OGeM7fD� A'mR1mNL19M0➢IA�E 60DRVDO 6WffiIm PFe+M oaEWlRUM SIMPSON STRONG TIE 6aanNcu• maroAPOMW 2WW W RAre SIMPSON STRONG TIE H25A SIMPSON STRONG TIE ORMOM°M0°""SMEDE RBTGE611UW CS20X24' /1 HURPoG1McClP1 HURRICANECLIP2 HID mEAOOTHEKA100 BA6EPWE 1 3 ragfttaAwFm FFADER FASCWBOARD NTS NTS NTS OOUBETOP PLATE • WILL6TUDSOS-O.0 . rntwm0 FLOa0.T�f00o XMEDPaEom9 dWtlNN6F/1N6DE +rEli®D%FtlPOIONNNB GABLE OVERHANGDETAIL Rm000aoAnbaro�FAw�r+ N EACHWBOYTORECENE(pTAB ��T MLMmADas+MDNA6bNemr N.78 WIONWtlN�WOZORRT(MO THICHXST2EOFMNMPLUSe tlWMCMp T L ATM) EA.SMECD%PLYWOOD DoiaEmnae MRO SOMM 513116' rOG.6TAGmFAm NAaING6c11EtouLE wnrar,r w ACTAlL92A6aCo16,2ra 61WTHNGro wn E1TRronHlarDioPDDnIDnRmNALi 8' OVEWMTOPMIE I �� aerom 0.rA02Dmr" a a u rNA7pT foPMTE 111"ll 6' 8' SP TWMre I I Nmmsmomw6oamrA 6avea�D,m-ALervNpaozw a EOMSOBo'FA6YaDDWiNSMA901¢Osil O MiEVSPJ1auWGISLMrea Ofi2 EDIT. ' I.— w+BatDro`snmxm�ci1:A6WLMreNc1Wtl R DFR e lim DOaa SOEOFWWONRIMAS ' UAiDWrpMWtlN1+l0rOD. MTBONARFA4 ❑ am . i1 .0.2f1TLTe R00.i�, Ppn11FA1maLMm TDOMME DAIL®LMAL tlEO,PYbFbrpSLBMAbLENbGaSOtrOFotbigf D7d Ft FdR yTYD OFE6NAA8 EtDOWO O y a ..9 Tom Eum SNFAIXNO r �0°YOU 0 • WWRB341W'IfPARU9 Mad IOrDPPFDOALYAA7FD 513N6° D m > aSNDESSelE1 m P-Ift S W NALSATBOTroNOFXErDEA®70.G PRW®EWWOODStlO:W9�170.G 0 w w *UAT7OPOFiff=QTO.D. ARWEBIPSIDE DFOFWNDWA' NALSATTOP PINE(QT MOTOA STAGGOM rEowim E CSSTRAPSATOPENNG6 6 MaTKNONAUNGATOPENNGS B NURRICANESFBMDETAB. 10 BU6DN0 CROSS SECTION , 0, NTS KTS NTS NTS ° am waimpay 7 Ilhb EfDSTING NEW D , rWmrFw TOPOFFOLOATNEI C RR1M GRADE i mry °riot FOUNDA CREIE F E B .4 9023r r rPPM FWNOAT�NWALL � v,men r rPF1A1 amniwAt •.. �WAE FOUIO0. ALL o° o BUMDIN G DEPT. 0b _ OFAR6OT�ON�RROONROOMOFU6NMNNG.LCEFS1S2HCA LLSMEGSALMYMWI�RDNAbhNED13L,O6TFA&ITNl"EBS6uATW EELI,WAL?IRO[FNA o y�y7( yAS U M �F.0rtaw0at IENGTNTO POFeTRATE ROOF H1NHOIBLES37H N4l=N?LOF2R•NIO7NER�F �` OF N£11, SHT90HNQ,WHOUGHEF10WSFffATHNp 6lES91HAN N6RHIOfTMEFASTNERSTNLI t i"Y PEN[TMTE THROU6H711Efi00F SNFATHRO NE N GRODB ISSTE �'T� �w`VEAN0T6!IRLOFGFAS MSFERSICAYdE ,F' ®1r0.0.VERDf96LY O�\` GO � �y— ,� oy CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GRgA4D W:�21 SESIrO 1 SUdIYTroTNYwEFRON W.416! �eE1C FLOODum a Lao aATEeoar "F""�N0 o sn1 1�w19!-� R�`m1nEem xArAms SIMPSONPOSTANCHOR �— FCOVAC'mu ABU44 aP 1W B F. 21 m we i xDU1ta10IDOWN B !T AIMM B FOUNDATIONCONNEMONDETAIL DTSWNCf6fERLARI7NGU6ED: �6WFT1rFOUNEW WMWM&PPP1aEEN� F U51684 NTS NTS NTS O� Condon Engineering 4 - -0FF BINIARIS RESIDENCE 1755 Sigsbee Road Mattituck, NY 11952 DWG.NO. 673 SUMMIT DRIVE 4 MATTITUCK NY 11952 REVISIONS: - 10/1/2022-TO INCLUDE APPLICATION FOR BUILDING PERMIT ADDITION POOL EQUIPMENT,DRY WELL INFO AND FENCE INFORMATIOIO N. 673 SUMMIT DRIVE, MATTITUCK, NY 11952 o / TOP OF BANK OHO NORTH 0 0�/ RETAINING WALL W 2 � PROPOSED 12 x20'POOL RECI=4� / CODE COMPLIANT FENCE / F- 00 Board of Appeals;, �--6'x6'DRYW LL ?� Oo O @ 44 9� � POOL EQ �2 F W-V PLANTING BED 00 �o. POOL EQUIPMENT EXISTING 2 STORY PROPOSED 14'xW GARAGE \ FRAME HOUSE c Bldg Dept copy from ZBA \ �\ p Final reviewed documents CO MPLIANT CODE COMPLIAN GAT B� \�Op ° GATE ° RETAINING WALL p Ae Fil \ �•F moo. � O• CF t> s �9 D °ASPHALT&VEWAY so - p 3'-0"PLANTING BED o yes\\ D P \ � ° .• e o D Enclosures _ o c As shown the area around the pool will be enclosed with a 48"high fence. �'�� \ 9lF p The gates to the pool area are to be self closing with latches on the interior p . c side of the gate at minimus of 40"above grade. All gates.are to be equiped DO with locks that prevent access when the pool is not in use. �� \\ ,00 Doors in the building that provide access to the pool area are to be equiped \ D 6ry with audible alarms whick+null be activated when the door or screens are opened. sZ�� co\ 5 Pool \ A h Pneumatically installed concrete(Gunite). The mix proportion used for gunning are 1:3 PROJECT: 2021-002 \ • and 1:4.5. This will generally have a water cement ratio of 0.30• A 1:3 mix will generally have a water cement ratio of 0,30. A 1:3 mbc will arrain a strength of 70MPa in the 7th day after application. OWNER. BINIARIS n 2 The walls and floor are to be reinforced with No.3 Grade 60 Deformed Bars Conforming to DATE: JAN.19,2022 ASTM A615. The rebar is to be installed vertically and horizontally in the walls with a spacing p �d'e N. of 12 lnches on center. The floor is to be installed front to back and side to side 1Z"on center. EXISTING 25'RIGHT OF WAY \ 1� as oo � SCE' NTS ?� 00. Q The pool is to be finished with a pool plaster finish.Color to be specified by owner. SHEET NO: PROPERTY LOCATED AT: \ _` 673 SUMMIT DRIVE,MATTITUCK,NY 11952 EXISTING DRIVEWAY PART OF . 5v , TOWN OF SOUTHOLD 1S RIGHT OF WAY COUNTY OF SUFFOLK, STATE OF NEW YORK DISTRICT-1000 SECTION:106 BLOCK 1 LOT'," SITE PLAN REVISIONS: I APPLICATION FOR BUILDING PERMIT o 67.3 SUMMIT DRIVE, MATTITUCK, NY 11952 4:�' � TOP OF BANK O�61 / ' �O �fp NORTH O J = RETAINING WALL `� N� PROPOSED 12'X20'POOL � d , r / r 00 00, Q T-0"PLANTING BED \ to to ° EXISTING 2STORY FRAME HOUSE PROPOSED 14'x20'GARAGE ` PF� d° �q• ° ° 210- ° RETAINING WALL ° � v# 2 °ASPH6LT BRIVEWAY D ` 3'-0"PLANTING BED ' 00 °spy D k \ SITE \\ Otis ° ° �. ••goo• °oo �.° PLAN Bldg Dept copy from ZBA D 7k Final reviewed documents \ ZBA File '? / PROJECT: 2021-002 D Date: / / / Z7i s oo OWNER: BINIARIS D J DATE: JAN.19,2022 00a ` EXISTING 25'RIGHT OF WAY go 0 , Q SCALE: NTS O� 0, 1 SHEET NO: PROPERTY LOCATED AT: EXISTING DRIVEWAY PART OF o� r J�. 673 SUMMIT DRIVE,MATTITUCK,NY 11952 15'RIGHT OF WAY 5 TOWN OF SOUTHOLD COUNTY OF SUFFOLK, SITE PLAN STATE OFNEWYORK DISTRICT:1000 SECTION:106 BLOCK:1 LOT:44 I REVISIONS: . W NEW 8"P.C. FOUNDATION WALLPON ..I UONTINU US O Q L0 CONTINUOUS FOOTING _ POST DOWN TO FOUNDATION a, Lu Z 0 NEW 4'P.C.SLAB o i W/VAPOR BARRIER M ON 4'CRUSHED STONE x / NEW 2°x10'R.R. @i_--6-°CC. LU co to I z g fV i Q Ill M NEW FOUNDATION N NEW GARAGE N N 'X RECTION A ----- -- - — io j w —SECTION A fV 'Z =o . I /NEW 2' 10'R.R. In I @ 1x I X , 3. c !' (2)2'x 12"HDR. , "'s n GO 'Q•C, �—$'0•C• � OST DOWN TO HEADER ^� ~ �y SSIOii+ r GARAGE PLANS FOUNDATION PLAN GROUND FLOOR PLAN ROOF PLAN PROJECT: 2021-002 DRAWN BY: RC OWNER: BINIARIS Bldg Dept copy from ZBA DATE: JAN 19,2022 Final reviewed doc ments zoA Fite it 1P 7/ SCALE: 4'=V-0" DE►tfl:: /IF / SHEET NO: REVISIONS: t TOWN OF SOUTHOLD TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NEW 2"x10"RIDGE BEAM GROUND WIND SEISMIC SUBJECTTO DAMAGE FROM WINTER ICE SHIELD FLOOD NEW ROOF SNOW SPEED DESIGN WEATHERING FRQST LINE TERMITE+IE�QAYDESIGN UNDERIAYMENT HAZARDSASPHALT SHINGLE ROOFLOAD MPH) CATEGORY pEpn{ TEMP. REQUIRED VAPOR BARRIER 12 NOTE:ROOF PITCH TO 'PLYWOOD —18 MATCH EXISTING HOUSE 20 PSF 140 B SEVERE 3.0' M-H11 YES NONE 2"x 8"@ 12"O.C. R-19 BAIT INSULATION DESIGN CRITERIA BEING USED: 2020INTERNATIONAL RESIDENTIAL BUILDING CODE AND 2020 UNIFORM NEW YORK STATE CODE SUPPLEMENT NEW EXT.WALL.TYP SIDING TO MATCH EXISTING HOME Foundation Notes: VAPOR BARRIER t PLYWOOD The contractor is to verify all measurements in the field and any discrepancies are to be brought to the Engineer prior to 2"x6"WOOD STUD NEW GARAGE construction. R 21 GATT INSULATION SHEETROCK co 1-All concrete 4,000 psi after 28 days minimum. 2-All rebar ASTM A-615 Grade 60. EXTERIOR 3-Footings are to be installed on undisturbed virgin soil.The bottoms of all footings are to be installed a minimum of 3' 4"REINFORCED CONCRETE below grade unless indicated otherwise. GRAD SLAB WITH VAPOR BARRIER 4-All snap off form ties are to be removed and remaining openings are to be sealed/grouted. 5-The foundation contractor shall coordinate with the plumbing and electrical contractors relative to installation of sleeves J N and other penetrations prior to pouring concrete. 0 Z� f� 6-Install isolation joints along foundation walls and at column and other floor penetrations. 0 t'- / "CRUSHED STONE FlLL i \ 0„ r OMPACTED EARTH 7-Installed contraction joints in the cellar floor slab every 18'minimum. "FOUNDATION WALL ON 6-Foundation excavation is not to be back filled prior to the installation of the floor framing. (W Z 1 "CONTINUOUS FOOTING 9-Backfill along foundation walls is to be clean material and is to be mechanically compacted in 6"lifts to 95%of Y maximum dry density. Q V SECTIONA 10-Follow cold weather concrete treatment relative to add mixtures in accordance with ACI 212.3R.Use Air-Entraining a admixtures per ASTM C260,AASHTO M154 or Water Reducing and Set-Controlling Admixtures perASTM C494, AASHTO M 194 only.Do not use Calcium Chloride or other corrosive type admixtures 0 W Q NAILING SCHEDULE(WOOD FRAME CONSTRUCTION MANUAL2018,PAGES Oln np 149 AN 193 i z NMFraI, 0o Framing HalSpamg l RaRerNlop pate lice Haled( 38d Pa Rafter Ce uN Jost to top plale Roe Nailed) 38d Perjw CeON Mstto Parallel Railer(Face Nailed) 6-16d Eachlap Ceding Jmst(apss"Par66me(FamMIea) 6-16d Eaa,lap B Dept Copy frolic ZSA COOXTOWRzner(FaceNatled) 38d Pale a1 reviewed doe Blod'mgNRafla(rceNaed) Sad Fentl Z A Fi ak `7�p'1• Ren BeaNNraper(EM Nailed) 2-0fid Each aril D Q: i i �ping N © Top FlakNTop Plate(Face Nadeo) 2-16d Per Foot _ i T�Pkfeallntersecears(Face NadeQj 41fe Jonas ea.Sae SbNroSWd(Facenaded) 246d 24•- - Top of Bottom PaefoSNader) 2-1 ,er2ASh1d edges � Top olBodan Plate NSWd(eM Nakd) 2-ifid Pa2x45Nd IL 4-166 Pa2/SSe1d ��STC•�� `3'--+C�_i,'i,•:r 14' Bodan Ptee to Floarjo%L BaMJoisL Eed JatsLvSodag(Face Haled) 246d 'z Per Foot Floor Framing Jais(M SX Tap Plate aerder(Tee Nailed) PaJakl FRONT ELEVATION. SledngNJob tNaJed)ed, 2Ed Each End BlodaigN�st(Tce Nailea) 28d Each End sr 8locWgro9lfaToPPta1e(TeeNa1ed) 3-16d eaNrNck dO <�684 I.edgerShpto EM(FeDe Nailed) 3-16d Fes"' I� ''Q,'TSCtlY� Jpslon ledgaNBean(Tce Naed) 38d pfrjaN Bare J°atto Met(EM Nailed) 3-16d pajoul Band kid IDSB or Top Plale(T.Naled) 2-16d Per root ao Sheathing SECTION Shucked Panels Bd 0¢gaa1 BoardSvalhng 3'Edge14°Fe'e ELEVATION 1'x6'a1k8' 28d PerSuppod ,•�va�Na 38d I Per SuW DETAILS og ea mg Gyp=Waabea'd Sd wclers rEdgeli0'FeN I Wall Sheathing ti � � ® StroeWrePanek fir 3'Edge14'Field PROJECT: 2021-002 Fherbcard Panels N MV 6d rEagereFeld DRAWN BY: RC 25W 8d 3'Edgel6'Feld c� GyPmWalboard fid=km rEdge I IV Field OWNER: BINIARIS p 'NatlBoard 8d VEdgellPFe'd ❑ PaddeboadPanels ad 6•Edge112 Fedd DATE: JAN 19,2022 ❑ Uagonal6oatd SheaNmg ( 1'Wwl V tad va'wp°" SCALE: 4'=1'-0" 1110'anda 38d pasuppat oor ea mg stnxtural Panek 20 SHEET NO: ' 1'aless Ba 3' al4'FreN greakrthan 1' 1lb 3'Edge/4'Reld 0ia9av1 Board Slreathog SIDE E L E VAT I O N 17Ea 2Ad pasuppat ,SAP awda 38d pasppat