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HomeMy WebLinkAbout52223-Z TOWN OF SOUTHOLD `� BUILDING DEPARTMENT ` TOWN CLERK'S OFFICE �`���"� " SOUTHOLD, NY 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#: 52223 Date: 09/02/2025 Permission is hereby granted to: Jarred Field PO BOX 545 Southold, NY 11971 To: construct an accessory apartment in an existing accessory building to be reconstructed as applied for per ZBA&SCHD approvals. Premises Located at: 37470 CR 48, Peconic, NY 11958 SCTM# 69.-4-10.1 Pursuant to application dated 06/25/2025 and approved by the Building Inspector. To expire on 09/02/2027. Contractors: Required Inspections: Fees: Accessory-New Structure $483.00 CO Accessory Structure $100.00 Total $583.00 Building Inspector t' 'FR"Cid� e, s TOWN OF SOUTHOLD—BUILDING DEPARTMENT � Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ., Telephone (631) 765-1802 Fax (631) 765-9502 litt s: 4my.southold rrn ,�Y, y. Date Received APPLICATION FOR BUILDING PERMIT E C E 9 W E For Office Use Only PERMIT NO. Building Inspector: JU Applications and forms must be filled out in their entirety. Incomplete Building Department• g rtment applications'will not be accepted. Where the Applicant is not the owner,an P Owner's A6thorization forrn'(Page 2)shall be completed: " Town of Southold Date: OWNER(S) OF PROPERTY: Name: �A( h l�L SCTM # 1000- �' O 1-1 Project Address: -70 OL2 do! T n Phone#: �?)I .(,� O Email O Ne— c ✓��- , gtIA Mailing Address: Poip 0 CONTACT PERSON: Name: - .. .. Mailing Address: o � �5001 ,0 Phone#: 6-' _ Email: lLC, 01 Z- 'vim DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Z60 12 k-k lZ_ T�2 Phone#: ;�� Email:� k.klL�COS��I @ r►�l CONTRACTOR INFORMATION: Name: El , Mailing Address: Phone#:6� "� �► L — s-Sri Email:� r , DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition MAlteration ❑Repair ❑Demolition Estimated Cost of Project: El Other $ Will the lot be re-graded? Dyes KNo Will excess fill be removed from premises? ❑Yes kNo 1 � 33 Albert J. Krupski, Jr. ]F01R.1\\4WA\r]F1E]E, SUPERVISOR MIA NA\GIEMI]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORM WATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: Date: sew Contact Infer ton: (E-Mad&Telephone htnroJm) Property Address / Location of Construction Site: ?mil`7O A-)a► Lh 0Z S.C.T.M. #: 1000 District Section Block Lot _.... TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT _ _ - - - - ..... - - _ _. _ _ _ _ _ _ ._.. - - _.. — ..... — ..... .-... .._. _ _ _ ❑ - Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required ! XProject does Not Discharge to Waters of the State, No S.P.D.E.S. Permit is Required ! ❑ - Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.& D.E.C. Prior to Issuance of a Buildinl2 Permit. ❑ - Area of Disturbance is Greater than 1 Acre& Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Perrnit through the Southold Town En ineerin y De artment Prior to Issuance of a Building Permit. Reviewed By: j4llju �4'�l Date: O FORM # SMCP-TOS December 2024 f V P �I z0) Z �' N BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson �"� �► 53095 Main Road-P.O.Box 1179 Eric Dantes Southold,NY 11971-0959 Gerard P.Goehrin er ° Office Location: g Town Annex/First Floor,Capital One Bank George Homing 54375 Main Road(at Youngs Avenue) Kenneth Schneider . 'COU Southold,NY 11971 x lhttp://southoldtown,northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 9 tax(631)765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF APRIL 17,2014 ZBA Application No.: 6715 Applicants/Owners: Jarred Field SCTM#1000-69-4-10.1 Property Location: 37470 County Route 48 (aka North Road&Middle Road)Peconic,NY SE RA DETERMINATION:: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 1I category of the State's List of Actions,without further requirements under SEQRA. SUFFOLK CO NTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated January 8, 2014 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. WRP DETEIIMiNATIO The relief,permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. RE` 1 ES MADE B PPLICANT: The Applicant-Owner requests a Special Exception under Zoning Code Section 280-13(B)(13)to establish an Accessory Apartment in an existing accessory structure which is proposed to be renovated from a one story accessory storage/garage building to a two story accessory apartment with a pull down stair for access to storage areas above. PR PERTY FA TS/DESCRIP °1QLJ: The subject property contains 1.98 acres with 245.11 feet along County Route 48, 347.61 feet along the eastern property line, 245.41 feet along the south property line and 349.33 feet on the western property line. The property is improved with a single-family one and a half story residence and a one story accessory structure with garage as shown on the survey by Nathan Taft Corwin, III, LLS dated February 6, 2008,The accessory structure has a Pre-CO of record dated June 3, 1986 under Pre Certificate of Occupancy#14463 confirming that the accessory storage/garage was built prior to January 1,2008. I)DI'1'IONAL INFORMATION: At the first public hearing on February 6,20t4,the applicant requested a Special Exception Permit to convert an existing accessory storage building, which is in poor condition, into a new three car garage with the addition of a new 606 sq. ft. apartment above; 565 sq. ft. of the original exterior wall structure was proposed to be entombed in the walls of the proposed new garage in order to preserve the qualifying 1986 C.O. of the original structure.At that hearing the applicant was asked to bring the request into conformity with the code Page 2 of 4 April 17,2014 ZBAN6715—Field SCfM01000-69-44 0.1 At the April 3, 2014 public hearing, the applicant's architect presented a floor plan and elevations that showed a 528 sq. ft.accessory apartment on the first floor with minimal storage areas above via a pull down stair access, dated 3/31/14 and prepared by Samuels and Steelman, Architects.At that time the Board requested an architectural building section,showing the proposed second floor storage spaces and calculation of the percentage of the exterior walls of the original structure proposed to be preserved to avoid a total demolition that would extinguish the qualifying C.O. Those drawings were received on April 9,2014,and included a site plan proposing to move the original structural footprint to a conforming side yard location of 25 ft. and to construct a full basement under the accessory apartment. Originally,the applicant proposed to reconstruct/renovate the existing accessory building into an accessory apartment in place,maintaining the existing side yard setback that varies from 12.9 ft.to 14.6 ft., on a new foundation with stab. Although the Board discussed the applicant's spontaneous request to include a full basement slid new conforming location for the proposed accessory apartment at the April 3,2014 public hearing,the Board finds that renovation in place of the existing accessory building on a new foundation with a crawl space is more in keeping with the code requirements set forth pursuant to Article IIl, Section 280-13(B)(13)to establish an accessory apartment in a qualifying existing accessory structure. FINDINGS OF FACT; The 'Zoning Board of Appeals held public hearings on this application on February 6,2014 and April 3, 2014,at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and the surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant. In considering this application, the Board has reviewed the code requirements set forth pursuant to Article III, Section 280-13(B)(13)to establish an Accessory Apartment in an Accessory Structure and finds that the applicant complies with the requirements for the reasons noted below: 1. The proposed accessory Apartment unit will be located on one floor within the ground floor footprint of the proposed rebuilt accessory storage shed with an area of 528 square feet of livable floor area in conformity as proposed, as described and shown on the floor plan by Samuels and Steelman,Architects dated 4/19/14 and labeled schematic design sheet no.: 3and as confirmed by the Building Inspector in a memorandum titled "Verification of Livable Floor Area"dated March 31, 2014 and received by the Board of Appeals on March 31,2014. The accessory apartment will also contain a non-habitable front porch and non-habitable second floor storage areas, also as shown on the drawings by Samuels and Steelman, Architects dated 4/19/14 and labeled schematic design sheet no.: 3. 2. The dwelling unit complies with the definition of same in §280-4 of the code and complies with the code requirements as defined in Section 280-13(B)(13) of the Zoning Code. The owner confirms that the accessory apartment shall not contain less than 450 sq. feet nor will the accessory apartment exceed 750 square feet of livable floor area, all on one floor with only one full bathroom. 3. The applicant herein, owns and resides at the property and will continue to occupy the accessory apartment as a principal residence in conformance with the code requirements as set forth in Article III, Section 280-13(B)(13)0, 1-4), and as documented by receipt of a LIPA utility bill, Van Duzer propane bill and a notarized rental agreement. 4.The occupant of the single family dwelling will be a family member and the occupancy shall not exceed the number of persons permitted, in conformance with the code requirements as set forth in Article III, Section 280-13(B)(13)0, 1-4). The owner, Jarred Field, shall occupy the accessory apartment in the accessory building as his principal residence and his brother, Howard Field, shall occupy the single family dwelling as confirmed in a notarized rental agreement dated December 1 ], 2013. 5. The owner's plans comply with the on-site parking requirements and provide for a total of three (3) parking spaces, two for the principal use and one for the accessory apartment, utilizing the existing driveway , P , Page 3 of 4 April 17,.2014 ZBA116715—Field SC M41000-69-4-10,1 areas, as shown on the site plan prepared by Samuels& Steelman, Architects, dated 12/4/13. 6. Only one accessory apartment will be on the subject property and no Bed and Breakfast facility, as authorized by Section 280-13(B)(14) hereof shall be permitted in or on premises for which an accessory apartment is authorized or exists. 7. This conversion is/shall be subject to a building permit, inspection by the Building Inspector,and annual renewal of the Certificate of Occupancy. REASONS S FOR, BQARD ACTLQN l E CRIBED BELOW- 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: 1) The Accessory Apartment, as applied for, is reasonable in relation to the District in which is located, adjacent use districts,and nearby adjacent residential uses. 2) This Accessory Apartment shall be in conjunction with the owner's residence in the Accessory structure, and as proposed will not prevent the orderly and reasonable use of districts and adjacent properties. 3) No evidence has been submitted to show that the safety, health, welfare, comfort; convenience; order of the Town would be adversely affected. 4)The special exception is authorized under the Zoning Code through the Zoning Board of Appeals as noted herein,and issuance of a Certificate of Occupancy from the Building Inspector is required by code before an Accessory Apartment may be occupied. 5)No adverse conditions were found after considering items listed under Sections 280-142 and 280-143 of the Zoning Code. BOARD RESOLUTION: On motion by Member Goehringer, seconded by Member Weisman (Chairperson), it was RESOLVED, to gRANT the SE application for an accessary apartment by converting/r-citovating/rebuilding in place the existing accessory building on at new foundation with a. crawl space; SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant's agent shall submit a final site plan showing the proposed accessory structure apartment conversion in the existing partial side yard location and a revised building section and foundation plan on sheet no.: 3 labeled schematic design and dated 4/19/14 by Samuels and Steelman, Architects,to show construction on a crawl space 2. The roof over front porch addition shall remain unenclosed 3. This Special Exception Permit requires an annual renewal by a Building Inspector in the Building Department. It is the an licant's res onsibilit to apply to the Building Department each year to renew the accessory apartment permit. Failure to do so may require a public hearing before the Zoning Board of Appeals to review potential action to revolve the Special Exception Permit granted herein 4. This Special Exception permit cannot be transferred to new owners That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. ge crre� al a r a larrildin cxWrrti1 the applicant or agent must submit to the Board of Appeals for approval and filing, two sets of the final site plan, architectural drawings, and schematic design sheet showing a crawl space and color coded calculations conforming to the alternative reliefgranted herein. The Page 4 of 4 April 17,2014 ZBAN6715—Field SCTMN 1000-69-4-10.1 ZBA will forward one set of approved, stamped drawings to the Building Department. Failure to follow this procedure may result in the delay or denial of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the survey, site plan and/or architectural drawings cited in this decision, may result in delays and/or a possible denial by the Building Department of a buildingpermit, and may require a new application and public hearing before the Zoning Board of Appeals. Any violations of the conditions, occupancy or other requirements described herein, may require a public hearing before the Zoning Board of Appeals to review potential action to revoke the Special Exception Permit granted herein. Vote of the Board.• Ayes: Members Weisman (Chairperson), Schneider, horning, Goehringer, Dantes. This Resolution was duly adopted(5-0). f, CL Lesiic Kane8 Weism n, hairp rson Approved for filing l / /2014 SITE DATA SCTM 9 10D069-04.10.1 PROPERTY: 37470 Route 46 ADDRESS Peconlc,NY OWNER: Jarred Field MattBLfV, 17952 W ( SITE: 86,570 of-1.9867 Acres w[ ZONING: Agricultural Conservation(AC) F SURVEYOR: Nathan�Main Road F _ e A- + Jameeport,NY 11947 Z S Lleenee# 50467 W Z +LS ,,S t Dated: 0210SM3 p LU v 3ro - LOCATION MAP Q N/a/r - d NANCY A.ROME STRPRN ROMRO aP G 0 .� w o n wi W LLI r l •"a°"' ` SITE Ib a• Q s �� ��� mow• y _ 3Q ■w. y$!6 41 Ifq N ' oaoo' ORA ES CHECKED BY. To aAR Yru } SCALE T•.3D-.r BSEETTIRE: i SITE SITE P aEA. X c' PLAN SCAM '= `-0 B c OF 111� SSEETHO: €I Q a � [ w y ' MWZ 1; C Q O !fE � � a _. U) NORTH E EV SON %(E -ELEV fi_ LGN U)C3,010 sCALE:v�•.r C ecALE:w-.r C U) so rts.°.Hul To rorr,m.eer xirts.w H,LLlm:imw.m-emx W M V � Q M Z ' 1 owo LL € EAST ELEVATION FEE! SOUTH ELEVATION BCAL11!E 1'-0' SCALE 1M'.t'f s:a x- €as� xa �w> a t- �w= —,—To mwx.vn x pp4jhGT z rts,or�w.LTo E S' DRAWN BY, TS "�u�iN uss TO A{ [ 12JI0113 114-.v-S- SHEET TRE; 6� } ,. EXISTING 4 _:e CONDITIONS EMP FLOOR PLAN 1:HE�1•Hb. g�#'sC# REGULATORY APPROVALS > F � � I v �A ujz 0 to I SOUTH ELEVATION WEST ELEVATION w } SCALE:914"=f - to O w FSG i ""tip - u. 4 cn u39 W er. lL z � �EHi � _ F ill T � I 4 rc nOil [ ....c sw ` x t� r €i ti L, Rn I , :o- ' �• e 'f 4 ( j G s. . �..- �,d,-- aaM . TE c-ED FLOOR PLAN419114 1N°' SCHEMATIC a t DESIGN Kam_ SHEET Na: !tLll31 _ _ON PAN REGULATORY APPROVALS 3 5_ALE:Si{ d ® - - 03.667' 1 I._BFIF�:LK �7�.�I D � TN f R6 F HEALTH I� SERVICE 3 PERIMIrr F1,)� ppk,.o��,%� _ Or C0 ST UC-T1()N Fop, SlNG1 F ���mn Y i 5s0Fr (_4—. AND FROM DWELLING Accessory-Apartment ga CRATE 4/22/2025 REF R-25-0316 01.729 ppw— CD Tb IAt MAM UM � - ROOMS 3/1 3772U MIDDLE ROAD EXPIRES THREE YEARS FROM DATE OF APPROVAL 04.167" (IMPROVED,PRIVATE WELL) EXIST.WELL 150.0'+ - FROM PROPOSED SANITARY SYSTEM f Cx DETAIL-AN-OUT 5) ' R e a/ 'S e d., CORE DRILL TANK .; INSTALL WATERTIGHT 8/19/2025 I �14 Ie SEALED FLEXIBLE JOINTa xpires- APPROVED BY THE �-� FINISH GRADE MANUFACTURER, TYP. FROM 4/22/228 DWELLING_ HDPE VALVE BOX RISER &COVER END PLUG 0 A co cYD L PVC SEWER PIPE, TYP i t--. 1 WE". CI 300 BEND - F—PVC PIPE W USED FOR IRRIGATION TI CI PIPE I D3034 SDR 35 USED ' FROM HOUSE TO OWTS SERVICE JES CI 600 WYE ® � � Flush Clean-out Section Detail ITEM DESCRI TI Scale: NTS AN4001 245 P A TANK, PRE/F B KIT, SNG2Ti C ASSEMBLY, F F� D AN400 W/ PL E !OS, EC50-3 24" POLYLOk '. `. F 3008-SS Hydro-A( �Y Scale. NTS EXIST.13URIED ELECTRICAL SERVICE &COMM.TO REMAIN r M HYDRO-ACTION j c DISCONNECT_ MAIN ELECTRICAL PANEL SCONNECCTT BOX QUICK TREATMENT UNIT B 37442 MIDDLE ROAD (IMPROVED,PRIVATE WELL) CB 1 EXIST.WELL 150.0'+ { y FROM PROPOSED { SANITARY SYSTEM MAIN BREAKER CB 2 RECIRCULATION PUMP MIXER PUMP CB 4 PUZ 0 --- AIR HOSE TO DIFFUSER CB 5 L_I RECIR TIMER ENABLED CB A I I L1 TOCTROL I_ F ANEL 4 — HIGH WATER ALARM CIRCUIT BREAKER SPECIFICATIONS: CB A-20 AMP — ——'——FIELD WIRING CB 1 -NOT USED GROUND CB 2-20 AMP MANUFACTURER WIRING CB3-20AMP 0od Site Plan CB 4-1 O AMP -----------PNEUMATIC HOSE (FIELD INSTALL) CB5-10AMP ;ale: 1" = 30 ft 4 Wiring Diagram Detail Scale: NTS SITE INFORMATION: 7 LOT AREA - 86,578 SF(1.9887 ACRES) 9.90 ' 1 Q13.667' ALLOWABLE INFILTRATION RATE- DISPOSAL SYSTEM FOR `J� �J� 05.0001 ZERO TO FOUR BEDROOM RESIDENTIAL PROJECT FOR SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES n ^� SWo?(2_5 LEACHING POOLS 300sf per TABLE 4. 0��`X'��G QO� 60 �� AUG � 9 ���'.. FEMA Zone X per FEMA Map FM36103CO162H_ yo -\0 PERMIT FOP ,APPROVAL O - I f�CONSTRUCTION FOR A `TMap revision date September 25, 2009PROP.SERVICE LINE RESIDENCF AftD �1�a^r'FROM I ` � 1,II�t1 � SI NGI_EFAMILY EXISTING DWELLING w/3 BEDROOM (330 GPD) PROP WATER METER& EXIST. DWELLING SEPTIC SYSTEM TO BE _ TO DRAINFIEL ///��� (see Notes 13) ABANDONED PER SCDHS-WWM PROPOSED SEPTIC SYSTEM FOR 4 BEDROOMS �� /'4�O SPECIFICATIONS Accessory Apartment 01.760' ;',��s (1) HYDRO-ACTION AN400 (OWTS-440 GPD) \ (1)8.0'0 x 12.0' HIGH PRECAST CONCRETE LEACHING � OGJ3 � � " o ° MIDDLE 4/22/2025 R-25-0316 ' ROAD II POOL(LP) � `� SlOo DAT E�.._. __ ....�.�... �.�. R E f" J®. (d1.729' ° ° ° 5.333' (1) EXPANSION LEACHING POOL(EP) 'J ` ® o �. �Q.,�� � � �, APPROVED ? 5.583' LOT 1 "MAP OF SUBDIVISION OF PROPERTY OF MARGERY D. 'l' TOTAL MAXIMUM BEDROOMS 3/1 EXIST.PORCH 5.833' n `\ TO REMAIN o 2 ♦ ^O BURNS", FILED IN THE OFFICE OF THE CLERK OF SUFFOLK ��V �� ♦ c`�J '' COUNTY ON APRIL 29, 1986 AS MAP No. 7,469-2. �, OP�� ~` �\ � �` /� ExPIRES THREE YEARS FRO1111 DATE OF APPROVAL 04.167' V ' ♦ \ HYDRO-ACTION LOCATED 1,628.3 SOUTHWEST OF/aCKERLY POND LANE, �� \�Q / roo� �- '0, \� AN400 OWTS 37720 MIDDLE ROAD SOUTH ON MIDDLE ROAD. O ' ` ` ( ti (IMPROVED,PRIVATE WELL) OP P� ,' \ \y. A (see Detail 1) EXIST.WELL 150.0'+ HAMLET OF PECONIC �� • EXIST.OVERHEAD \ O FROM PROPOSED TOWN OF SOUTHOLD ® �P �O WIRES TO REMAIN ° � �? SANITARY SYSTEM E ELEC. LINES & PECONIC ® �� P ��� / � ��� CONTROL PANEL CONTROLS O SUFFOLK COUNTY O �G� QP�` EXIST E 1/2-STORY � �� i °.o \ VERTICAL DATUM - NAVD 1988 l pF fie``' DWELLING w/BASEMENT f��'� \ °�Q. . ' � S JUNCTION BOX TOPOGRAPHIC DATA FROM SUFFOLK COUNTY GIS. Q`� `� P`;' TO REMAIN FIFE 27.0' F,, \ 2��� �, REMOTE LOCATED (see NOTE 11) CONTROL BOX �� / (OIL TANK IN BASEMENT) ` `` CLEAN-OUTS �i �O F (see DETAIL 3) BOUNDARY BY NATHAN TAFT CORWIN III LAND SURVEYING, �P��° / EXIST.UrrYEf (see DETAIL 5)� 0� TOWN of DATED DECEMBER 09, 2015. o DRIVEWAY ` \ CLEAN OUT 9 O Revised: :$} ;' �� ELECTRICAL SERVICE, TO REMAIN (seeDErAIL5) '� �� R sed: '3I# d l�i,�; li{ ;� y� l: J ♦♦� CONTROL LINES&AIR ��\` a:;::il:IF ` �I! -">!i: .:lli �O CORE DRILL TANK& �f,�;,;�,r t,<.� I>r.-:.xl;�.x. ALL LOTS WITHIN 150.0 ARE IMPROVED AND SERVED BY .- I. SOUTHOLD O� BLOWER TO OWTS `.` " ' �` INSTALL WATERTIGHT i CONTROL PANEL . a. O �. s 8/19/2025 PRIVATE WELL WATER. /♦� (see Detail 3&4) yo T T° SEALED FLEXIBLE JOINT ' ':: ''°y designed by: \ �y °F �vo\ APPROVED BY THE TO DRAINFIELD Expires: GENERAL LEGEND: /O 9��F�� MANUFACTURER,TYP. �, (n PROP.WATER LINE PROP.BURIED : oti pL ti / (see Notes 13) ELECTRICAL WIRES �OC� /22/2028 FINISH GRADE FROM "o�Ts�� �,� HDPE VALVE BOX DWELLING- B BW- BOTTOM OF WALL ° \ RISER&COVER CO - CLEANOUT QoS ,' PROP.E A STORY END PLUG o A HIGH WATER D ^� ACCESSORY APARTMENT Cl - CAST IRON �i` w/BASEMENT FIFE 27.0' °� ' COP INV- CROSS OVER PIPE INVERT Jam' p� �© �° ALARM FLOAT DW- DRYWELL RECIRC TIMER DP - DISTRIBUTION POOL S��o \ '' � \` ENABLED FLOAT DT- DISTRIBUTION TRENCH / \ sue, \ ` PVC SEWER PIPE,TYP EL- ELEVATION s 1 -• . . EG - EXPANSION GALLEY /f' �" \ G G ( EP - EXPANSION POOL v� \ 50.0'MIN.b DRY WELL, ClCI 30 y O BEND PVC PIPE :. ......... .....I: :':.'.:;,i:::�.;y�:•::,'i:.• . .:i:' .i....',.....,..... ., '.. : ._ ET- EXPANSION TRENCH [r (� ` EX"T.WE"'°aE. D3034 SDR 35 3,50' 5.52' ^ggf! p x qy t V O \ \\ , \` USIO FOR IRRIGATION ClPIPE 4��pax @,n 8„'�9dIJ gLe ( EXIST- EXISTING s i r FIFE- FINISHED FLOOR ELEVATION EXIST.BURIED \ GFE-GROUND FLOOR ELEVATION �' ELECTRIC AL SERVICE \ FROM HOUSE TO OWTS 3"THICK BED OF COMPACTED GSF -GEOTEXTILE SAND FILTER CSC,, &COMM.TO REMAIN PROP.BURIED SAND. MAXIMUM TOLERANCE 33 Flying Point Road, Suite 125 HEGE- HIGHEST EXPECTED GROUNDWATER ELEVATION \ ELECTRICAL SERVICE INV- INVERT �j ` &COMM.LINES OF+/-1/4" IN ANY DIRECTION Southampton NY 11968 CI 60°WYE LF- LINEAL FEET \ Flush Clean-out Section Detail ITEM DESCRIPTION for AN400 OWTS j 631.702.3435 LG - LEACHING GALLEY 5 info@eecoords.com LP - LEACHING POOL \ Scale: NTS MAX- MAXIMUM ` `� ` �''� �,_ . �� � AN400, 245 NITROGEN REDUCTION COMPLETE A TANK, PRE/PUMP 400 MIN - MINIMUM \•��� B KIT, SNG 2 TANK CONNECTING STANDARD of NEIV OWTS -ONSITE WASTEWATER TREATMENT SYSTEM `\ I }'U POC - POINT OF CONNECTION \ \ PSD- PRESSURIZED SHALLOW DRAINFIELD < �� A S00 W/ RECIRCULATION COMPLETE F �o BL D AN400 W/PLATFORM COMPLETE �aN ��`�° E OPS, EC50-30-L-80-PLC see DETAIL 3 TYP -TYPICAL S. ,''� �� •o, �` J •. TW -TOP OF WALL � 20° `` 24" POLYLOK 3008 WEST HD COVERS&SAFETY SCREENS J ; fit-VOLUME ,you Ix F 3008-SS \` TEST �,. O. �J \ r . L •a s c/ HOLES °Q ®TEST HOLE LOG y�i 2 ys 'o BY SHAWN M. BARRON M S \ pv s DATE: 02.07.;�025 s�A� 2°°� ��� 2s�°p� s��� 1 ScaleoNTSticn AN400 OWTS Details ELEV=25.0 t 0.0 37430 MIDDLE ROAD (IMPROVED,PRIVATE WELL) `\ EXIST 2-9TORY GARAGE' EXIST.WELL 150.0'+ TO REMNN oW SLAB Silt LoamML ' ( ) FROM PROPOSED \ e, EXIST.BURIED SANITARY SYSTEM `` IFIFE27A ELECTRICAL SERVICE SCALE: PER PLAN &COMM.TO REMAIN f 2.7' \o�F O��o ' JOB NUMBER: 24-047 GRANT CERTIFICATE #: HAS APPLIED HYDRO-ACTION DISCONNECT MAIN ELECTRICAL PANEL MSCONNECT B CTIDWEST BOX QUICK TREATMENT UNIT ` / 5 \ <, \ 37442 MIDDLE ROAD i CONNECT TO \` (IMPROVED,PRIVATE WELL) CB 1 \ EXIST.WELL 150.0'+ (l,a ;;; BUILDING SEWER FROM PROPOSEDil' 1 04.03.25 REVISED PER NOI `� p SANITARY SYSTEM CB 2 - -- -- - RECIRCULATION PUMP :ii 3: 11 1 CONTROL PANEL&AIR PUMP Wok MAIN BREAKER .:� 11 I: IN POLYETHYLENE ENCLOSURE \ ♦ O l s CB 3 - --' - - MIXER PUMP PVC D3034 �':;; 2 07.30.25 REVISED PER TOWN F� SDR 35 AIR. 24" MIN:' `\` Q ON✓ / ,' rjZ CB 4 PUMPU ----- --- AIR HOSE TO DIFFUSER ,;. ` Mixed Sand (SP) PLC CONTROL PANEL o0 0 (�� , - _ w/HP80 COMPRESSOR . \ V`/ �2G CB 5 EEl RECIR TIMER ENABLED ELEC. &CONTROLS ``'" �G� TO CONTROL - -- _ TO OWTS 3'�' ` ' PVC WYE W/ F9 CB A LE PANEL TO CONTROL BOX THREADED CAP �� �9,. 5 4 :II` E • \ --- - HIGH WATER ALARM ) AIR HOSE&ELECTRICAL '(� �O ,°' �.---_---- �E CAST IRON PIPE SUPPLY TO TREATMENT UNIT �p ��\`°C�`,c��'/ / CIRCUIT BREAKER SPECIFICATIONS: Cl TO PVC =I: •F_ HOUSE ADAPTOR ":4! �� CBA-20AMP PRECUT RIBBED RISER PEDESTAL 'L� 2 ���° °� - -- --FIELD WIRING 'u NO. DATE DESCRIPTION ,.• 4. SET 2" ABOVE GRADE '� CB 1-NOT USED GROUND !" ° MANUFACTURER WIRING N zs' ^•• ° CB 2-20 AMP 37302 MIDDLE ROAD �.� S 6� o CB3 20AMP ,i'a' !' EXTG. CAST-IN-PLACE y (IMPROVED,PRIVATE WELL) F2 -----------PNEUMATIC HOSE (FIELD INSTALL) ; I'}s * �'• DRAWN BY: AMH H dro-Action Control Panel Detail o Proposed Site Plan CB4-10AMP CONCRETE FOOTING 3 EXIST.WELL 150.0'+ CB 5-10 AMPt:` j 12,5' Scale: NTS FROM PROPOSED �� Scale: 1" - 30 ftIL .,, :1 v SANITARY SYSTEM - DESIGNED BY: EAST END COORDS. Wirin Diagram Detail Clean-out Section Detail @ House GENERAL NOTES: 4 Scale: NTS 2 Scale: NTS 1. HYDRO-ACTION AN400, INNOVATIVE/ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEM (I/A OWTS). DATE: FEBRUARY 18, 2025 50.0' 50.0' 2.THE SEPTIC DESIGNER SHALL OBSERVE THE OWTS PRIOR TO BACKFILL AND DURING SYSTEM STARTUP. SCTM#: 900-14-1-56.13 THE CONTRACTOR SHALL PROVIDE PHOTOS OF THE AS-BUILT INSTALLATION PRIOR TO BACKFILL WITH ALL COMPONENTS LOCATED AND DOCUMENTED. 45.0' 45.0' SCDHS REF#: R-25-0316 1 3.THE OWTS INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM SUFFOLK COUNTY DEPARTMENT OF HYDRO-ACTION AN400 OWTS HEALTH AND SHALL BE AN AUTHORIZED INSTALLER. 40.0 RIM EL= 25.0'- i 40.0 Mixed el (S INV IN= 22.38' S E PT I C w/Gravel SP 4.THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF HYDRO-ACTION AN400 OWTS ( ) INV OUT=22.3' LEACHING POOL HEALTH. 35.0' BOT EL= 17.0' FG EL= 25.0' 35.0' RIM EL= 25.0' ' INV IN= 22.22' INV IN= 22.38' INV OUT 5. THE SEPTIC DESIGNER OF RECORD SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED BY SCDH. CLEAN-OUT BOT EL= 10.6' CLEAN-OUT - 30.0' (see DETAIL 5) (COVER:1'MIN./2'MAX.) 30.0' (see DETAIL 5) BOT EL= 1 . SITE PLAN 6. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE - - - - - - - - - - - -- - - �EL4.�')- - FF= 27.0 ' FF= 27.0' _O 21.0' _ per USGS-LI 2010 PROPERTY OWNER SHALL BE PROVIDED TO SCDH. THE MAINTENANCE CONTRACT SHALL INCLUDE THE MAINTENANCE OF THE I/A OWTS&CONTROL PANEL FOR A THREE YEAR MIN. 25.0' 25.0' w zc ~Z -I < W OTS 7.A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. INV= 23.2' INV= 23.2' U p z HEd'- o (see DETAIL 2)20.0' ooho�TH o (see DETAIL 2) 20.0' Q, O _ 000000u 8. NO HOUSE TRAP SHALL BE INSTALLED UPSTREAM OF THE I/A OWTS IN ACCORDANCE W/SUFFOLK COUNTY 24.0'�EE_1.0'�- - DEPARTMENT OF HEALTH RECOMMENDATIONS.THE OWTS SHALL VENT THROUGH THE HOUSE SEWER PIPE, OOOOC�O ouuool�i - - - - - - - - - - - - - - - IL - 00000u� o==ED 1 J,_� I t?r TEST i1OLE_ NO ADDITIONAL VENTING IS REQ'D. 15.0' 40.OLF 4" PVC PIPE 00000Li� 15.0 40.OLF 4" PVC PIPE :, _ �" 000000:� D3034 SDR 35 D3034 SDR 35 000000� 9. OWTS SHALL BE TESTED FOR WATER TIGHTNESS BEFORE INSTALLATION OF FIBERGLASS UNIT USING A METHOD (4.0'CI+ 36.0'PVC PIPE) E3go��o (2.0'CI+ 73.0'PVC PIPE) APPROVED BY THE MANUFACTURER. 10.0' @ S= 0.0208 MIN. o00 ��'� 10.0' @ S= 0.0208 MIN. 8.OLF 4" PVC PIP z_ 10. ALL EXTERNAL ELECTRICAL&CONTROL LINES IN 3/4" SCH40 PVC PIPE. ALL AIR HOSES IN 1/2" SCH40 PVC PIPE. D3034 SDR 35 @ I Water in Mixed Sand DIRECT BURIED ELECTRICAL CABLE IS NOT ALLOWED. 5.0' S= 0.0104 MIN.,.__ 5.0' w/GravelSP HEGE WATER4.0' ®_ _ _ _ _ - - - - - - - - - - - - - I- - -� HEGE WATER4.0 - -......- _ -. _ _ .- _. ..- _ - - - - - - - - - - - - - - - - - ( ) 11. 9"X 9"X 7" DIRECT BURIAL JUNCTION BOX FOCUS DBS-97-JB. per USGS-LI 2010� - per USGS-LI 2010 " 0.0' 0.0' 12. CONTRACTOR SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF CONNECTION PRIOR TO 0.0' 10.0' 40.0' 50.0' 60.0' 70.0' 0.0' 10.0' 20.0' 30.0' 40.0' 50.0' 60.0' 70.0' COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY SEPTIC DESIGNER OF ANY DISCREPANCIES IN 30.0' THE INVERT ELEVATIONS. 6 Septic �i�IeSfte�cfion @Main House Septic �i�IeSfo�cfion @ Cotta e S.C.D.H.S. Sta13. MAINTAIN 4.5' OF COVER MINIMUM OVER THE PROPOSED WATER SERVICE. Scale: 1 = 10 Scale: 1 = 10 0 Scale: Actual Size I i V " D JAMES J. DEERKOSKI, P.E. 260 DEER DRIVE p a MATTITUCK, NY 11952 LAND NOW OR FORMERLY PHONE 631.774.7355 a a p OF STEVEN ROMEO �`_ EMAIL JAMESDEERKOSKI@YAHOO.COM a p & NANCY A. ROMEO SEAL: S 40012'20" E 6: r 347.61 ' . D O � v p 0 tr f; Q D L.,,.1�..• I'"q���d` �W� ,� K:± �` Za �,1FY° *� * k +► { i�� L.: _-_�— .. {;jg,`��y a ~ di 1 7y d \� _y3Ms14 'e. �y * y.r .r y M L a P OPOSED HA ITAL ;1, 3— 3— 3— 3— 3— 3 ACE-54 � t; }s 1^ N 0 S .FT. F ro lt" n �!\yt . It ✓:.fir *i�ty "' # • CONTRACTOR: p ° �` `A URFACE A OF co \Y a O O Z �� \\ •s t\ .. =>a �l'\'\'y,\ y`\+ }' �,a/ tl r 1 OOF-800S .FT. FIELD & CO. WOODWORKING INC. F- W"\\\\\ 14UF, ,, , ,L� � [xgX tv CO UNENCLOSED � � A� Q d,�� ° w a -- - > A . ..., \ \' fn PO BOX 545 F S�I`dH1�dH/tJNI2I`d�ID 30 SJ IY�II I PORCH-180 SQ.FT. , , E-q z \, \ t U x �'`a z ,.b J of D, I O ------ ` I SOUTHOL NEW YORK 11971 r .,. OU ON SITE �sr Tatvy c�Q V y �c CONSTRUCTION r� DUMPSTER a � U z w z a p a. _•..- ate 4. A w �� �z- � � w... ? OO OO w N I �r i-v r M"i S3I6HI`dH/JI�II?IV�ID----- -- --- a S3"IHH�I6'H AII?Idff.IO �� ;�� q • ` /`J 30S,LIwrl LU 0 q 31► s W E i; s'' Fw� � �n O `gym yy,,\\\•s r,.�' , 11,`;t'tir'�;s\V�' Y� " 4;, "► ���'1J p „ z w 0 .� O k \,, �:eio � , rs,"r p- �*liir.:'anis ,' s wr d Q�I.� / t V1 U \ :.. Co r^ v D u!111iar q�IgIVi; y tl}v!oj' ,; \s Q W j y F� I a r �j LU N v� -- tL FT! _ w '••� `$' ;,.. F-+ � C!� w �� � YI;Ii�IV1!1L 1.; U aa•. F j:i U d , d I i A aye Q O V 14 A I w 60 { J I W V L�L— vli�` LU 42v 9�1;ti`•s\ s;i\ { YF w. .;{ �. a ik;t it a s r a C7 / O ir•y ysti,,'yis' > / , ; y,t� 'tin gn,j,q +S't' �a p. �,,'as.,t,;,i,s ,tiil ags,;,ti;1+' ;yet y'Mt„t't•;, 'i, ,,: x,,,ys :�,;,�,'.;}p �";\\•, ,a �W p, \ � �� ' d Q \ • T'y'i` l+y,,, ,�, /�.,�:;�4` '':':'I }�::�1}44V�, i+ 14, „'\ t5• r�', ,�N'�'R V'. ,�A \� , ".� ,�ll O D i� ° V ' �A A-1 g ,r d+ �As 's' t' f� ; +r ,rt 'a► .v O ++UUay'�''.,�"� U,; >w»„ p`2a'y1,,r `" `;4•U1r,,,. ,. :a.'Gia " w. �•a., °dam,: w'sa;,..d' W�n.(•"""i &�• ... ° . ... o ° 'q' ,�.i' %o .►y f a . I 0 ° a ° ............ 0 S 39058'50" E PROJECT #: 131105 a E EXISTING ACCESS ROAD TO REMAIN _ W N m �, DATE: 08.21.2025 p ° y N y DRAWN BY: MW v CHECKED BY: JD a ° N 39058'50" W _- •• •• •- REVISIONS: v: 349.33' ISSUED FOR a ° . " — ' CONSTRUCTION: a p LAND NOW OR FORMERLY SCALE: 1 - 20 OF JOHN B. SEPENOSKI ° a GENERAL NOTES: a a D V a v 1. ALL CONTRACTORS SHALL GUARANTEE THAT ALL COMPONENTS, o a ° MATERIALS AND INSTALLATION a METHODS AS SELECTED BY THE CONTRACTOR SHALL FULLY MEET THE REQUIREMENTS AS DESIGNED AND CONFORM WITH ALL LOCAL,STATE AND FEDERAL CODES AT THE TIME OF INSTALLATION. 2. ALL DRAWINGS MUST BE APPROVED SEQUENCE OF PROJECT: STORM WATER DRYWELL SITE DATA: CONSTRUCTION.IORTO REQUIREMENTS SCTM # 1000-69-04-10. 1P=.= 1. SITE CLEARING: CLEARANCE OF MINIMUM SITE WORK AS NEED. INSTALL BERMS, HAYBALES&SILT FENCING AS REQUIRED. RUNOFF PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION. EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES,CABLES&PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE AREA IS CLEAR. CLEAR THE SITE AT LEAST 20-35 FEET(IF APPLICABLE)FROM THE PROJECT PERIMETER. DO NOT CLEAR OR EXCAVATE LARGE AREAS DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: TOO FAR IN ADVANCE OF CONSTRUCTION; DISTURB VEGETATION ONLY AS NEEDED&RESEED OR REPLANT AS SOON AS PRACTICAL. LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS. PROTECT UNCLEARED AREAS WITH FENCING OR OTHER BARRIERS. PLACE BARRIERS AROUND THE DRIP LINE OF TREES TO PREVENT INJURY TO THE ROOT SYSTEM. IF A PERMANENT DRIVE CANNOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPORARY GRAVEL DRIVEWAY SHOULD BE INSTALLED PROPOSED ACCESSORY DWELLING ��� NEW Y WHERE VEHICLES ENTER THE JOBSITE. ROOF AREA-800 SQ. FT. PROPERTY: 86,578 SQ. FT. 1.98 ACRES F. P� (( VIE_ �0,�� 2. POLLUTION CONTROL: CONSTRUCTION DUMPSTER AND PORTALAV TO REMAIN ON SITE DURING ENTIRE LENGTH OF THE PROJECT. ESTIMATED AREA OF GROUND NEW GRAVEL DRIVE- 1,000 SQ. FT. 9,714 SQ. FT. w DISTURBANCE: s -�.° ¢ ' w 3. SOIL CONTROL: EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN. RETAIN AS MUCH TOPSOIL AS POSSIBLE TO PRESERVE THE ENVIRONMENTAL QUALITY TOTAL- 1 800 S . FT. OF THE PROJECT SITE. EXCESS FILL TO BE SHIPPED OFF SITE. CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS. , EXISTING HOUSE: 678.1 SQ. FT. .8/° n�� ANY DIGGING WITHIN 24 INCHES OF UTILITY MUST BE DONE BY HAND. WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A x 1,(2" RAIN/HOUR)=300 CU. FT. f �„ o� FRONT END LOADER. PROTECT GRASS,TREES&OTHER PLANTS WHENEVER POSSIBLE. S� N EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE. SET ELEVATION BENCHMARK PRIOR TO EXCAVATION. OVER DIG FOUNDATION HOLES TO ALLOW ADEQUATE ROOM FOR A WELL AREA OF 10'DIA.x 6'DEEP DRY EXISTING PORCH/DECK: 182.4 SQ. FT. .2% DRAINING BACK FILL&PROVIDE ROOM FOR ALL WORK. WELL=470 CU. FT. >300 CU.FT. A.) IF THE DEPTH OF THE EXCAVATION IS SIX FEET OR LESS,OVER DIG BY THREE TO FOUR FEET. SHEET # B.) IF THE DEPTH OF EXCAVATION IS DEEPER THAN SEVEN FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45°ANGLE ABOVE FOUR FEET OR INSTALL SHORING. EXISTING GARAGE: 2400 SQ. FT. 2.8% - - HILLSIDE EXCAVATION: EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE IS STABLE, USUALLY A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). C.) AN UNSHORED VERTICAL CUT SHOULD NOT EXCEED FIVE FEET ON A SLOPED SITE. PROPOSED ACCESSORY DWELLING : 540 SQ. FT. .6% 500 CU.YD. 100 CU.YD. I 4. STORM WATER,RUNOFF CONTROL: INSTALL DRYWELLS(&SEPTIC IF NEEDED) DURING CONSTRUCTION.GUTTERS&DOWNSPOUTS TO BE INSTALLED AT SUCH TIME AS THE ROOF ( -� A� OOOe3 HAS BEEN COMPLETED. ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. UNDERGROUND HOOKUPS(ELECTRIC,WATER,GAS, ETC.)TO BE INSTALLED. PROPOSED DRYWELL: 470 CU. FT. - 21 CU.YD. 4 CU.YD. ;� 5. PROJECT COMPLETION: FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE. PITCH GRADE ALONG PERIMETER(WHERE POSSIBLE) OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS. INSTALL CATCH BASINS WITH DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED TOTALS: 3,800.5 SQ. FT. 4.4% 339 CU.YD. 208 CU.YD. AREA. © 2025, Wisdom Architecture I I CONSTRUCTION NOTES: DECK AND COVERED PORCH NOTES: PLAN CONTENTS: 1). The information within this set of construction documents is related to basic design 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. All fasteners, hangers and anchors to Category _ Details intent and framing details. They are intended as a construction aid , not a substitute for generally accepted good building practice and be galvinized or stainless steel. Occupancy Classification R-3 Residential compliance with current New York 2). Girders for deck joists to be bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with State building codes. The General Contractor is responsible for providing standard proper steel connectors anchored Building Use Residential Dwelling construction details and procedures to ensure a professionally finished, structurally into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. Building Height (See Plans) sound and a weatherproof completed product. 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. Use a minimum 1/2" dia x 8" long anchor Total Sq. Ft. of Construction (See Plans) 2). The General Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local bolt with washers and nuts. Footings Shall be 3 ft. below grade. Porches with covered roofs shall have 12" dia. concrete piers Design Criteria Code: 2020 IRC, 2020 NYS Uniform Supplement codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this building and for the girders. Framing Elements As per floor plans, cross section and general notes should be adhered to even if in variance with the plan. 4). Deck joists to have blocking at 8'0 o.c. Design Load Calculations (Live Loads PSF) 3). Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 5). A minimum of 10 inch flashing shall be installed between the building and ledger. Ledger to be fastened to building with 1/2" Ext. Balconies 60 4). The designer has not been engaged for construction supervision and assumes no dia. bolts with washers and nuts where needed. Decks 40 responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, 6). Concrete piers shall be a minimum 6" above grade. Attics w/o Storage 10 or procedures, or for safety precautions and programs in connection with the work. There are no warranties for a 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored Attics w/ Storage 20 specific use expressed or implied in the use of these plans. to girder(s). Roof (Ground Snow Load) Per NYS 301.6 5). Refer to the Window and Door schedule for exterior openings. 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. Rooms (Other Than Sleeping) 40 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets or exceeds manufacture's specifications and Rooms (Sleeping) 30 applicable codes. WIND FRAMING NOTE: Stairs 40 7). The General Contractor is to consult with the owner for all built-in items DESIGNED FOR 130 MPH WIND SPEED PER ASCE 7 / NYS RESIDENTIAL CODE - PROVIDE REQUIRED HURRICANE CLIPS Guardrails (Any Direction) 200 such as bookcases, shelving, pantry, closets, trims, etc. AND SHEAR CONNECTIONS. Exposure Category (Designed for Cat. C) 8). Wind load requirements shall be taken into account during construction Load Path (Roof- Foundation) See Construction and Wind Path Connection Detail Page & General Note Page FOUNDATION NOTES: PLUMBING NOTES: Nailing Schedule See General Note Page Egress See Floor Plans and Window Schedule 1). The General Contractor and Mason to review plans, elevations, details and notes to 1). All water supply, drainage and venting to be installed as per 2020 NYS Residential Construction Code. Fire Protection determine intended heights of finished floor(s) above typical grade. 2). Verify septic system with the Engineer for Suffolk County Health Department approval. (Smoke & CO2 Detectors) Smoke Alarms to comply with NFPA 72 and NYS R314 IRC. 2). All footings to rest on undisturbed (virgin) soil. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, provide adequate bracing and Carbon Monoxide Alarms to comply with R315 IRC. 3). Provide 1/2" expansion joint material between concrete slabs and abutting plates to protect and secure the structure. Verify with the state code and manufacture's recommendation for maximum hole size Truss Design N/A - Standard Stick Frame Construction concrete or masonry walls occuring in exterior or unheated interior areas. and spacing permitted. Energy Calculations 2018 IECC 4). Any new concrete walls being attached to existing concrete structure shall be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. HVAC SYSTEM NOTES: 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be poured on 4 inch thick sand or gravel fill with 6x6 wire CLIMATIC & GEOGRAPHIC DESIGN CRITERIA: mesh reinforcing. Interior slabs 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety requirements. to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with 6" maximum lifts (layers). 2). HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. Ground Snow Load Wind Speed (MPH) Seismic Design Weathering Frost Line Termite Decay Winter Design Ice Shield Flood 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one 8x16 cast iron foundation vent for every 150 sq. ft. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General Contractor and owner for final Depth Temp. Underlayment Hazards of area. review and approval. 7). Dampproof exterior of foundation with bituminous coating as required by current N.Y.S. Residential Construction Code. A 6-mil 20 PSF 130 Category B Severe 3 ft. Moderate Slight 11 None None polyethylene film shall be applied over the below grade portion of exterior walls prior to backfilling. ELECTRICAL NOTES: to Heavy to Moderate 8). Drainage as required by current 21020 NYS Residential Construction Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: FRAMING NOTES: 2). All electrical work shall be approved by a qualified Underwriter. 3). All electrical work to comply with 2020 NEC. Sheathing Location Nail Spacing at Panel Edges _ Nail Spacing at Intermediate Supports in the Panel Field Notes 1). All framing techniques and methods as prescriptive design of current SBC High Wind Edition Wood Framing Construction 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 4' Perimeter Edge Zone 8d Common @ 6" O.C. 8d Common @ 6" O.C. See Notes: 1.3 Manual. and R315 of IRC. Interior Zone 8d Common @ 6" O.C. 8d Common @ 12" O.C. See Notes: 1 (Both Fields) 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. Douglas Fir. Note: 2 for Panel Field 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted otherwise. ROOF FRAMING: Gable Endwall Rake 8d Common @ 4" O.C. 8d Common @ 4" O.C. See Notes: 1.3 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. Bearing wall headers to have (2)jack studs and Rake Truss and (2) full length studs on each side of all openings. LVL headers to have (3)jack studs and (2) full length studs on each side of Joint Description _ Nail Qty. _ Nail Spacing Notes openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall openings between 4'1 and 6'0 and 2x6 wall, Rafter to Top Plate 8' Wall: 3 - 8d common Each Rafter Toe-nail NOTES: openings between 611 and 8'9. Provide fire and blocking where applicable. 10' Wall: 4 - 8d common 5). All flush beams/headers to be installed with heavy duty galvinized hangers and anchors where applicable to all connecting joists. Ceiling Joist to Top Plate 8' Wall: 3 - 8d common Each Joist Toe-nail THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. Floors to have ceramic tile installed shall 10' Wall: 4 - 8d common be verified for proper load capacity unless noted Ceiling Joist to Parallel Rafter As per Table 3.7 WFCM - SBC Each Joist Face Nail 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter on plans. Ceiling Joist Laps Over Partition As per Table 3.7 WFCM - SBC Each Lap Face Nail 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/or other access openings unless otherwise Collar Tie to Rafter As per Table 3.4 WFCM - SBC Each End Face Nail edge zone attachments required shall be used. noted (typical). Blocking to Rafter 2 - 8d common Each End End Nail 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. For framing 8). Dormers running up roof rafters are to be supported by double rafters on either side where applicable unless otherwise noted Rim Board to Rafter 2 - 16d common Each End End Nail members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 9). Provide blocking/bridging in floor joists at 8 0 o.c.. Use solid blocking in floor joists under all bearing walls. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as needed. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir CDX exterior sheathing grade plywood. WALL FRAMING: 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For framing members with Plywood to cover over plates and headers. 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor adhered with PL400 adhesive and screwed Joint Description _ Nail t _ Nail Spacing_ Notes to floor joists. Finished floor to be installed over subfloor as per manufacture's instructions. Top Plate to Top Plate 2 - 16d common Per Foot Face Nail 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and ceilings and over furnace to have 5/8" See Note: 1 WALL SHEATHING REQUIREMENTS FOR WIND LOADS: thick type-x sheetrock. All other part;, of building to have regular 1/2" sheetrock. All walls to be taped and finished. Top Plates at Intersections 4 - 16d common Joints Each Side Face Nail 14). All roof with a pitch less than 4:12 shall be instal ed with an Ice & Water barrier or approved equal. Flat roofs shall be applied Stud to Top or Bottom Plate 2 - 16d common 24" O.C. Toe Nail Sheathing Location Nail Spacing at Panel Edges _ Nail Spacing at Intermediate Supports in the Panel Field Notes with a Fiberglas base sheet with an EPDM torch down type material over. 16). All sill plates and wood in contact with concrete to be Header to Header 16d common 16" O.C. Along Edges Face Nail 4' Edge Zone 8d Common @ 6" O.C. 8d Common @ 6" O.C. See Notes: 1.3 (Both Fields) pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-tex termite shield or ap Top or Bottom Plate to Stud 2 - 16d common Per 2x4 Stud End Nail Note: 2 (Panel Field) 3 - 16d common Per 2x6 Stud End Nail Interior Zone 8d Common @ 6" O.C. 8d Common @ 12" O.C. See Note: 3 WIND FRAMING NOTES: Bottom Plate to Floor Joist 2 - 16d common Per Foot Face Nail Band Joist See Note: 1.2 NOTES: 1). RIDGE-TO-RAFTER ASSEMBLY: 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table End Joist or Blocking THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 3.4. When a collar tie is used in leu of a ridge strap, the number of 10d common nails required in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. FLOOR FRAMING: 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used. 2). RAFTER-TO-WALL ASSEMBLY: Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters or trusses shall be attached to the Joint Description Nail Qty. Nail Spacing Notes 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with wall top plate and the wall top plate shall be attached to the to the wall stud with uplift connections. Roofs overhanging the rake Joist to Sill, Top Plate or Girder 4 - 8d common Per Joist Toe Nail 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. side of the building shall be connectE�d with uplift connections in accordance with table 3.3c. Bridging to Joist 2 - 8d common Each End Toe Nail 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift connections in Blocking to Joist 2 - 8d common Each End Toe Nail 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. accordance with table 3.3b. When wall studs above do not fall in line with studs below, the studs shall be attached to a common Blocking to Sill or Top Plate 3 - 16d common Each Block Face Nail member in the floor assembly with uplift connectors in accordance with table 3.3. Ledger Strip to Beam 3 - 16d common Each Piece Face Nail NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plate, or bottom plate with Joist on Ledger to Beam 3-- 8d common Per Joist Toe Nail EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. uplift connectors. Steel straps shall have a minimum embedment of 7 inches in concrete foundation and slab-on-grade, 15 Band Joist to Joist 3 - 8d common Each Joist Toe Nail inches in masonry block foundations, or lapped under the plate and nailed in accordance with table 3.3b. When steel straps are Band Joist to Sill or Top Plate 2 - 16d common Per Foot Toe Nail 1). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND lapped under the bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt spacing is to be spaced See Note: 1 ADD ADDITIONAL FILL AS NEEDED. and sized in accordance to table 3.2a. In addition to spacing, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all corners. ROOF SHEATHING: 2). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 AND ASTM D 1557). COMPACT THE 5). TYPE I EXTERIOR SHEARWALL_ CONNECTIONS: Type I exterior shear walls with a minimum of 7/16 inch wood structural SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. panel on the exterior attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and 1/2 inch gypsum Joint Description _ Nail Qty. _ Nail Spacina Notes wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel edges and 10" o.c. in the field shall be in accordance Structural Panel 8d As per Table 3.8 WFCM - SBC 3). DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, INCLUDING SUBFLOOR IS COMPLETE. with the length requirements specified in table 3.15a-b. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II exterior shearwalls shall meet the requirements of table 3.15a-b NOTES: 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. times the appropriate THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. length adjustment factors in table 3.16. 1). Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural increased when members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. interior shearwalls are used. Sheathing and connections shall be in accordance with 2.4.4.2 and 2.2.4 respectively. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be connections in accordance with table 3.5. Window sill plates shall be have steel connectors in accordance with table 3.5. permitted to be reduced tot - 16d nail per foot. 9). CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters shall either be notched and anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge along the open ceiling part of the building. Connections to the ridge and wall shall be be attached with the above requirements. LEGEND GENERAL NOTES PROJECT r NE Arch Studio �P��� �L�Fe fop Project JAMESDEERKOSKI, PE New Accessory Apartment at The Field Residence ti Number 260 DEER DRIVE � MATTITucK, NY 11952 Address. 37470 North Road Peconic, NY 11958 oY„ta. C�Q ?2 .50 !` jamesdeerkoski@yahoo.com Client: Owner -s ' N SIGNED BY Index date Revision Description PLAN CONTENT Pro ect Number AO General Notes PE General Notes DRAFTED BY EMM Sheet AO Index Scale Date 08/05/25 1 i ENERGY CODE COMPLIANCE NOTE THIS RESIDENTIAL PROJECT HAS BEEN REVIEWED FOR COMPLIANCE WITH THE 'generated by RESchcck- eb Software 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (NYS AM � � �� Certificate �� �� ECC, RESIDENTIAL PROVISIONS) UTILIZING THE U.S. DEPARTMENT OF ENERGY RESCHECKTM SOFTWARE. PROJECT TYPE: 1-2 FAMILY RESIDENTIAL CONSTRUCTION TOWN OF SOUTHOLD, Pi'CY`eCt 374747 North Road •' „!y.,a f*- ..+ �T.i.Y,T,�_. t"LS aY+'A �— AA; 2018 MCC ` .._x COMPLIANCE PATH: PRESCRIPTIVE (PER NYS ECC CHAPTER R4) l,wct=>ar,_ petonit, New York � .. . Constr;;,ztioriTg' Single-family CLIMATE ZONE: 4A l ru st T I Alteration c, .. rt 5 ksT} Atone CALCULATED COMPLIANCE: 100% (PASS) Cl�, 'Ate Zrine; 4 (5572 ;NDD) REFERENCE STANDARD: 2020 NYS ECC (BASED ON 2018 IECC) THE DESIGN MEETS OR EXCEEDS THE THERMAL ENVELOPE AND INSULATION 1441�, 0-qt , .r false REQUIREMENTS FOR: 14y� ktmsr Mj qip 1'a45e WALLS, ROOF, AND FLOOR ASSEMBLIES •{-ram �.d'a� ` `'� � t� $" ,-fir r4't�2 ;��' .c..t �• �^ t. tr ., ' ` c+'.FENESTRATION U-FACTORS AND SHGC � °�.#^�_A�r�_�tt. �,1_yir��_ra,f;ti.ta6_t r, NORTH FORK/SOUTHOLD TOWN AIR LEAKAGE AND DUCT SEALING PROVISIONS ` " " '� ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE 37470 NORTH ROAD, PECONIC APPROVED RESCHECK REPORT AND NYS ECC. ANY FIELD ALTERATIONS AFFECTING INSULATION, GLAZING, OR MECHANICAL SYSTEMS SHALL BE RE-REVIEWED FOR CODE COMPLIANCE. 'c!` .a"" t6':i,+..,_.ww,. a't.'rlt:} It."r"«, ?:LrP 1'.. ... ,":° I' P.PPw' (w�4.r, ;e..wt,.,'.'„���Er t`E:t "'t'f t°"'.w 4' �'' •,I`. . Fr.,l" ".#.:i`.. Y!'.".;., �,:aa.n:.R.-. , : C' '., d+.p ty. �r<.» as 4l n.y. y,e.,,.,y. N„:Y w' ,• r, .vi. {. °i 'C wrry�w.i�w MECHANICAL & AIR SEALING COMPLIANCE NOTE 1 Site Map AIR SEALING AND BLOWER DOOR TESTING HOME SHALL COMPLY WITH NYS ECC R402.4.1.2 FOR AIR LEAKAGE. -� Ceilir*y: 5te+-1 St„ ?a+ltiw 161n, o.C. 540 419,0 5.0 0.a 0,026 12 1» BLOWER DOOR TEST REQUIRED AT COMPLETION; AIR LEAKAGE SHALL NOT %4/arX:V;c�'d rr�r�,:�. 16Y a>,t. x.»'IN 3 45.E 5.0 0,.0 11. CI.o6ra :; 01 EXCEED 3.0 ACH50. Onnr: Solid D"- r tinder 50=P,alaMir.gl. 21 0.300 C..320 6 P ALL PENETRATIONS THROUGH THE BUILDING ENVELOPE (WALLS, ROOF, FLOOR) floor Cco}.All-Wood Jo stfreuss 528 35.0 7.5 CM3 0.0_* N 23 SHALL BE SEALED WITH APPROVED CAULKS, GASKETS, OR FOAMS. Craw!Via!': Solid cor tfete of Masariry Wall het;", 4.C' Deoth b--ft ' wade: 3, t96 19.0 15.t3 .030 ?.05 7 14 RECESSED LIGHTING FIXTURES IN INSULATED CEILINGS SHALL BE IC-RATED AND Irssuta"'°^depth: = o' AIR-SEALED. %1.6,dS Va.VinylTratne S<;C:0.32 120 140 C'.320 13 31 MECHANICAL SYSTEM & DUCTS DUCTWORK OUTSIDE CONDITIONED SPACE SHALL BE SEALED AND TESTED PER R403.3.4, WITH <- 4 CFM PER 100 SQFT LEAKAGE AT 25 PA. Project Tile: 37470 Nlorth Road Rsp rt date: M051125 HVAC EQUIPMENT SHALL BE SIZED PER ACCA MANUAL J; DUCTS PER MANUAL D. Data fitename: Page 1 0,10 HEATING, COOLING, AND VENTILATION I ON SYSTEMS SHALL MEET MINIMUM EFFICIENCY REQUIREMENTS OF THE NYS ECC AND IECC TABLE R403.7. A WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM COMPLYING WITH R403.6 IS -- - REQUIRED FOR HOUSES MEETING TIGHTNESS CRITERIA. FIELD VERIFICATION FIELD INSPECTION OF INSULATION, FENESTRATION, AND DUCTWORK SHALL BE 00, IEG NJ PERFORMED PRIOR TO DRYWALL INSTALLATION. FINAL INSPECTION SHALL INCLUDE VERIFICATION OF BLOWER DOOR RESULTS .,... AND DUCT LEAKAGE TESTING WHERE APPLICABLE. F i...,T �1`e 4.+!a a. o# Tf'R-a# s.„,rs o n r r.S c h p.c#.-WT'.:� Flu . ..... ., Inspection Checklist A +► re•-Gracie Wald 50.0i� E IEr y Code. 2018 IECC Bel+aw-Grade Wall 34,00 =rcmenta 97:.M,; a." rt, addressi cd d:rc�ctly In the 'l•%[s,7)iit°cP sort%wire 'Tc-wt im Kl'l " C`tt9�1# H� `! � trtf f r .'' lvrr i, jai- f�c Litr-im t t'r e Floor r . �.I r'� ttb � �r�ar t°� tb E k�+ i» l�'mr� rz Aa't r wnt. the t;�t+Fi- kh't 2 r*dr vell br mli tk 8rs_4 h-w;th-nt i;, th'it Am CeIRMY, Roof #S Lsoyi w� ttrt! STl;rfwfi� 1"f �alt> = rldiatl l l Ductwork, lt�r1k��srt dl�l�r►ecl ��l�oe�?c 5:+`g'�.:_�>`c�s w.`�tefj 4l°�"li,�$4 r�vY'a lQt6Ad g§'�z Sr � & fi'ret•.a�tili A�c�7 �G�� �'q'it"�?4�s*ttP'wk�tl,�;ry� $ m ll.;��.1, t-rfey;.rr„�*litfPr w9r��d'nrt;;zrw�z� nr7°4+#i+�,�, �cer�#fEtaat�s.}'rt sa;Y';#k,«� �"r•! P tl�;'7 »! "�fry,�Ae�t}0.sp7ntarwtin tratm 7-,en f,wyl I�o�ar�y p �+'w;t#�!t"4 9 i 't'tx f7> /-ytiC3b Clt'S!�'�r�t:►� a AJ 30 •,�; y�ce 6�tr AMwcSM, eery �d W cruel pe rs�st �it'ri4 a1 ran 114ot AvDllrabl, r � firv!hfrUL`t�!9tltri'n,T,1.�ft°crf9ts,, � s - - .yt > �W.e � ,�. �:', rPt.t, ' .A�.a` l �-aat 6 �:A`.d��'#A¢ `>,.��.sN .�l;#•,;5,«�� ,�,�,, f.a„, .�t1le bode romr;1;,4!tiA'r,f r a t is h4a { 1=Eeatlrk System: Cr 31f #3,,ittE�t} Mr�d A�,�Aa���tt # 5p5C�t °5. ❑! t Csu�_era., 5• owe r .x r`,irtr .: 4 t ❑"di:it�o�li�'8#".�1+? � �w�Ayy�.A la.r4 oling SystIts m: r,-� Uri,.,r MLI<t dPgiortrtratA c!`"IC,`riEk a ft to t,wu MCC a Water H eater: %3:)2.1, H9atiw,and f.aolf� -nent iS Keati!";z }is8t,ry w Q ran�#1Pa ,t r?�CIIP?�f9t?«y! µt l t-'^9 r11 t. - x473.7 sized v-,ds:!w, .1% Venu6l 5 ba-pied 61,d. br 6tu"tir 'S .ac of v... . �s Cooling Cnnlie7o 13%'at 01-servabIc- Name : L" da ! by tc rotlxt (. i t?1rl�sr Cku,t�r hd yr .� .li��l5i Comments Additional Comments Assumptions: LEGEND GENERAL NOTES PROJECT ,•�� �,. • t� NE Arch I Studio r�;P^G , �hF,,;r �.� Project o , = JAMES DEERKOSKI, PE New Accessory Apartment at The Field Residence Number 260 DEER DRIVE - U' Address: Z �': � �� MATTITUCK NY 11952 37470 North Road Peconic, NY 11958 ��,.,.e. jamesdeerkoski@yahoo.com Client: Owner SIGNED BY Index Date Revision Description PLAN CONTENT Project Number I A0.1 I RES Cock and Site Location 11 = 14" PE RES Check and Site Location DRAFTED BY EMM Sheet A0.1 Index Scale 1 " = 1 '-0" Date 08/05/25 1 33'-4" 00 o 33'-4" 5'-2" T -9" 2'-8" 2'-8" 15'- 1" ;_—le 9'-6" 12'-8' 7" 5'-7" BRACE &SHORE EXISTING STRUCTURE, THEN JACK UP AND AREA CALCULATIONS: w . EXCAVATE UNDER PERIMETER. FORM, INSTALL RE-BAR, & POUR FLOOR AREA OF EXISTING STRUCTURE 540SF NEW CONC. FOUNDATION, WITH CRAWL SPACE & RAT SLAB FLOOR AREA OF PROPOSED HABITABLE SPACE 540SF O AREA OF UNENCLOSED COVERED PORCH 180SF Q BATH COMBO SMOKE/CARBON MONOXIDE DETECTOR SURFACE AREA OF EXISTING STRUCTURAL WALLS 1,001SF o CRAWL SPACE 5'-0" SURFACE AREA OF EXISTING ROOF 584SF P, 9 PROVIDE NEW2X10@16"OC FLOOR FRAMING ON NEWTOTAL SURFACE AREA OF EXISTING STRUCTURE 1585SF- FOUNDATION, W/R-35 BATT INSULATION. PROVIDE 3/4" iv ILIF i PLYWOOD SUBFLOOR AND NEW WOOD OR TILE FINISH : UFI FLOORING,AS SHOWN. SURFACE AREA OF EXST STRUCT WALLS REMAIN 1,001SF w SURFACE AREA OF EXST ROOF TO REMAIN OSF Z TA SURFACE AREA F EXST TO 1 F TOTAL SURF C O S REMAIN 001S ED , = =F PERCENTAGE OF EXISTING STRUCTURE TO REMAIN 63% O �- (scM� 6'-7" !' FLOOR AREA OF EXISTING BUILDING TO REMAIN 100% �. CV O N �l \ 0 @ ILILJ 4 I ° I J SURFACE AREA OF NEW STRUCTURAL WALLS 683SF o, POURED CONC. AREAWAY FOR CRAWLSPACE ACCESS Al m N /` LIVING ROOM BEDROOM SURFACE AREA OF NEW ROOF 800SF X vv _BEDROOM WINDOW TO SERVE AS COMPLIANT TOTAL SURFACE AREA OF NEW STRUCTURE 1,483SF 12'-8"X 15'-4" EGRESS OPENING. NET CLEAR > 5.7 SQFT NEW 8"THK, CONC. FOUNDATION ON CATHEDRAL MIN CLEAR OPEN HEIGHT>24", CLEAR OPENING 8"X16"CONC. FOOTING. PROVIDE 4"THK. CONC SLAB o 00 I I CEILING WIDTH >20"&SILL HEIGHT<44"ABOVE FF KITCHEN I I SEE RCNYS R310 MO I ___-___---__"______ EXISTING WALL FRAMING TO REMAIN WHERE POSSIBLE BY NEW WINDOW NOTES-ANDERSEN 400 SERIES LAYOUT, INCLUDING ALL EXTERIOR WALLS. PROVIDE NEW SISTER o Y T FRAMING, MINIMUM 2X4@16" STUDS, TOGETEHR W/ALL REQ PROVIDE AND INSTALL ANDERSEN 400 SERIES WINDOWS AT ALL HEADERS AND BEAMS. LOCATIONS INDICATED ON PLANS. PORCH ---A. - OW- ARGON-- --_-_.-=-_ FILLED GLASS, MEETING 2020 NYS ENERGY CODE. I I I I 5'-0".... T-0 .._:...4'-6" =-3'-2" .. �. - 9'-3" 5'-0" .... ..................... - 11", ALL WINDOW UNITS TO INCLUDE FACTORY-APPLIED FINISH PER 18" DIAMETER CONC. POURED PIER FOUNDATION - - - MANUFACTURERS STANDARD COLOR SELECTION ............................... .. ............ ......................__._............._......................... TREATED _..._ a AND MA ... - _ . .... .. ... ..... .. ......_......_._.....__.. ... - .. ... _.. . .. E DECKING A VERSITEK TRIM STANDARD ENSURING PROPER SHIMMING AND ANCHORING _. FOUNDATION, TREA WOOD FRAMING, MAHOGANY INSTALL PER ANDERSEN INSTALLATION INSTRUCTIONS A AA MA , _. - - - - PORCH........................... . .. CO w (WEATHER-RESISTANT BARRIE ) ER MANUFACTURER'S GUIDELINES 1' 6 5' 9 1' 6 5' 9" 6" 5' 9" 1' 6" FLASHING A WATERPROOFING OBE INTEGRATE WRB IR P 1, __. : _ . _ . . ....... . ..:: .... and i n ............... . __....._....................... _._.................................. ......... ............................. ........ MATCHWINDOW OPERATION TO SCHEDULE CASEMENT, DOUBLE-HUNG, 11 _.. .... . AND FIXED UNITS AS NOTED. - - Roof lr CAULK AND SEAL ALL JOINTS TO MAINTAIN WEATHER-TIGHT 181 - 011 33' -4" INSTALLATION. 12 PROVIDE INSECT SCREENS ON ALL OPERABLE WINDOWS. 5� First Floor 1 1/4" = 1'-011 I' WIND LOAD NOTE-RESIDENTIAL CONSTRUCTION — — —- - — — — — - 12 17 1.0 DESIGN WIND SPEED: 12 I 8 1.1 THE STRUCTURE HAS BEEN DESIGNED AND DETAILED FOR A BASIC E WIND SPEED OF 130 MPH, 3-SECOND GUST, PER ASCE 7-16 AND THE 2020 5 I Second Floor NYS RESIDENTIAL CODE (BASED ON 2018 IRC). — T= — —— — — — — — - — — _ _ S — 0 1.2 EXPOSURE CATEGORY: DETERMINED PER SITE CONDITIONS; - - - -- - - CATEGORY B ASSUMED FOR STANDARD RESIDENTIAL NEIGHBORHOODS UNLESS OTHERWISE NOTED. 1.3 ALL ROOF TRUSSES,WALL FRAMING, SHEATHING, AND CONNECTIONS SHALL BE DESIGNED AND INSTALLED TO RESIST WIND UPLIFT AND LATERAL LOADS PER STRUCTURAL DRAWINGS. j { 1.4 HURRICANE CLIPS/STRAPS, ANCHOR BOLTS, AND HOLD-DOWNS I.{ { ` Roof � . { I i - IHATCH CONNECTIONS AS SPECIFIED BY THE ENGINEER OF RECORD. -1.5 ALL GLAZING, WINDOWS, AND DOORS SHALL MEET THE WINDBORNEDEBRIS REQUIREMENTS AND BE LABELED WITH THE APPROPRIATE DPNEW 2X8 ROOF FRAMING W/3/4" RATING FOR 130 MPH WIND SPEED.PLYWOOD DECKING &ASPHALT ATTIC ATSHINGLE ROOFINGFirst FloorINCIDENTAL STORAGE ` . INCIDENTAL ANDERSEN 400 SERIES WINDOW SCHDEULE n' - n"ACCESSED THRU! HATCH ACCESSED _ _"- ."--.----_.... . _ _ _-----_.. T_._ Foundation LEVEL WINDOW QUANTITY WINDOW SIZE ' LEVEL 1 W100 1 75 7/8"X 48 7/8" 7;1 L17 ZEJ LEVEL 1 W200 1 36 1/2"X 48 1/2" LEVEL 1 W300 1 30 1/8"X 36 7/8" _ Second Floor LEVEL 1 W400 1 28 7/8"X 36 1/2" East _ -- - --- -- LEVEL 1 W500 1 87 5/8"X 52 7/8" `' 1/411 = 1'-019 KITCHEN LIVING ROOM BED ROOM 9' - 0�� LEVEL 1 w600 2 57 3/8"X 24 5/8" _ _ _ _ _ _ _ Roof � LEVEL 1 W700 2 28 7/8"X 24 5/8" 18' _ Oil EXISTING ROOF FRAMING TO BE REMOVED 0 - EXISTING WALL FRAMING ENTOMBED IN _ NEW 2X4 STUD FRAMING El NEW 2X10 FLOOR FRAMING W/3/4"THK PLYWD SUBFLR &WOOD FINISH FLOORING // \\ First Floor __ _ _ : F 0' 0" // \\ -"` : Second Floor , 91 Oil 8 Fou date n / \ A1.5 :, r u NEW 8"THK CONC FOUNDATION i 1 "CRAWL SPACE 6-0" ON8"X16" CONC FOOTING PROVIDE 4"THK CONC SLAB �� r I - • • --,HVAC AND MECHNICALS - ' • •- •` • - '„- ' - � ' � � f TOF _ -6BOF �, t _.— -7' - 311 Section 1 First 1/4" = 1'-0" Floor ............ . .... .... ...., Foundation -11 - 311 rr F� f A ld G 2 9 2025 TOF 6B -71 - 311 Tok!:,7 n car 2 South 1/411 - 1'-011 Nfz LEGEND Arch Studio GENERAL NOTES PROJECT °` �`��t�' -w� �� Project I P t�, O �� .. ` JAMES DEERKOSKI, PE New AccessoryApartment at The Field Residence yY s W p z Number 260 DEER DRIVE MATTITUCK, NY 11952 Address: 37470 North Road Peconic, NY 11958 jamesdeerkoski@yahoo.com Client: Owner 1� bL SIGNED BY index Date Revision Description PLAN CONTENT Project Number I Ai`'i Proposed Conditions 11/4" = 1'-0" PE Proposed Conditions DRAFTED BY EMM Sheet Al Index Scale 1/4" = 11-011 Date 08/23/25 1 i PLYWOOD ROOF DIAPHRAGM EDAR SHAKE SPECIFIED NAILING I AT DIAPHRAGM EDGE WALL SHEATHING � - 3/4" PLYWOOD SHEATH FRIEZE BLOCK FLASHING R45 BATT INSULATION - 3/4" ROOF SHEATHING W/ASPHALT 2X6 WOOD END RAFTER ALTERNATIVE FRIEZE I ROOFING SHINGLE ASSEMBLY STUD COMMON BLOCK LOCATION j FINISH WALL AND MOISTURE _ RAFTER j BARRIER LAP FLASHING AT GYP BOARD WALL WALL. NEW 2X8 CEILING JOIST SYSTEM / j ff SHEATHING ~� IRDS MOUTH CUT IN HIP RAFTERS \ �4 I.w-_:�, 4 I ! MAINTAIN GAP BETWEEN 2X6 HEADERS ( FURRING � / / SIDING AND ROOFING TO CONTINUOUS _ / / AVOID SOAKING SIDING BEHIND 1X6 PAINTED PVC TRIM AT WINDOW HEAD VERGE RAFTER / KEEP ROOFING SHEAR WALL NAILS OUT OF WOOD BASE TRIM / / - TYVEK OR SIMIALR MOSITURE BARRIER WRAP SHEATHING LAPS FLASHING% �}` '" / FRIEZE BLOCK 3/4" RED OAK FLOORING VERGE 3/4" PLYWOOD SHEATH RAFTER OF of TRIM BOARD OR �— ROOFING CEDAR SHAKE EXTERIOR WALL FINISH ] 3/4" PLYWOOD SUBFLOOR j DOUBLE R-45 GATT INSULATION _ _ _ _ _ _ _ _ TOP PLATE FRAMING ANCHOR HEMMED EDGE i I .� CORNER OF WALLS TIES DIAPHRAGM TO FORMS CHANNEL ;,r ; y/j,-• ; •- , ;- , HEADER SUPPLIES STRUCTURE SHEAR WALL STRUT f / f � BELOW FLASHING (SHOWN ,�- • °/j-� - -.- ••- • -•' L TO WALL ABOVE WINDOW(2)2X6 WITHOUT WALL DOUBLE TOP PLATE COPPER FLASHING TO WRAP CASE FASCIA SHOWN ACTING AS A SHEAR FINISH) MITERED TO VERGE, WALL STRUT ROOFING SHINGLES 1X4 WINDOW CASING IT MAYALSO BE SQUARE-CUT& y' COVERED WITH TRIM / ° 4 2X10 FLOOR JOIST OR GUTTER o R35 BATT INSULATION r 5/8" GYP WALL BOARD FINISHED W/LATEX SILL PLATE n Roof Rake/Eave n Shear Wall/Floor Diaphragm at Eve ���wall Flashing COPPER FLASHING 1 1/2 - 1 -0 1 - 1 -0 1It1 0, INTERIOR PRE-PRIMED WINDOW CASING 2" RIGID INSULATION SPRAY INSULATION TO FILL VOIDS BELOW GRADE TO FOOTING BETWEEN WINDOW JAMB & ROUGH OPEN ` FLASHING EXTENDS ° — 8" POURED CONCRETE WALL SHEATHING FLASHING LAPS 3 IN (MIN) UP WALL FOUNDATION WALL ON 2 IN (MIN)AT AND 4 IN (MIN)ONTON I SIDING ANDERSEN 400 SERIES WINDOW 16"X 12" POURED CONCRETE SIDEWALLS ROOF I FOOTING W/2"X 4" KEYWAY FLASHING 1.41 2X6 SILL PLATE (TYPICAL) WALL SHEATHING FINISH WALL AND MOISTURE CONTINUOUS SILICONE SEALANT (2)#4 REBAR HORIZ. BARRIER LAP FLASHING AT I WALL. I FLASHING @PERIMETER OF WINDOW TYP AND SPACED EVENLY o ° aa � _ J MAINTAIN GAP BETWEEN \ INSTALL SELF-ADHERED FLASHING TAPE $ _ (1)#4 REBAR VERTICALLY SIDING AND ROOFING TO STEP FLASHING (TYVEK®OR VICOR®)AT ALL WINDOW a SPACED 3'-0"OC AVOID SOAKING SIDING (BEFORE IT IS NAILING BLOCK OPENINGS PER MANUFACTURER COVERED BY NEXT INSTRUCTIONS. 16"X 12" POURED CONCRETE \ COURSE OF ROOFING FOOTING W/2"X 4" KEYWAY KEEP ROOFING o / APPLY SILL FLASHING FIRST, EXTENDING (TYPICAL) NAILS OUT OF \ ROOF SHEATHING FLASHING \ NAIL NEAR TOP EDGE BEYOND JAMBS; INSTALL JAMB FLASHING CONC FOOTING — ABOVE PREVIOUS OVERLAPPING SILL; FINISH WITH HEAD 16"WIDE X 12" DEEP FLASHING FLASHING OVERLAPPING JAMBS. �— ROOFING / ROOFING \ (1)#4 REBAR EVERY 3-0 ENSURE ALL FLASHING SHINGLE LAPS TO / SHED WATER OUTWARD AND MAINTAINS (3)#4 REBAR RUNNING LENGTH POSITIVE DRAINAGE. ROOF COURSES LAID 2X LEDGER ROLL FLASHING TAPE FIRMLY TO ELIMINATE a �� OVER EACH COURSE NAILED TO STUDS AIR POCKETS AND ENSURE FULL ADHESION ° ° - FLASHING \ OF STEP FLASHING TO SUBSTRATE. INTEGRATE FLASHING WITH BUILDING WRAP a ROOFING o d; Q n� \ 2X PURLINS TO MAINTAIN CONTINUOUS WEATHER a PERPENDICULAR TO BARRIER. RAFTERS PROVIDE SHEATING NOTES: 1 1/2-IN AIR SPACE Wall/ROofCallout STEP FLASHING PIECES ARE 2 IN LONGER THAN ROOF COURSING FOR LATERAL % EXPOSURE AND ARE INSTALLED WITH THE ROOFING MATERIAL. 1 1/2" = 1'-0" ONE COURSE AT A TIME. EXTERIOR WALL FINISH AND MOSITURE NOTE: AIR MOVEMENT. > BARRIER WILL LAP STEP FLASHING. FLASHING DIMENSIONS FOR INSULATION & PROVIDE INTAKE & DEPEND ON ROOFING MATERIAL AND PITCH. ROOF VENTILATION EXHAUST VENTS. Flashing Top Rafter Wall n all Detailing g 1 1/2" = 1'-0"1" = 1'-0" 1" - 1'-0" ROOF 3"VENT THRU ROOF I, I I { i �( 'P I I SECOND FLOOR � U i � _ — _ NITARY MAIN _ — 1 �( {.•;I,;IV1 J Ull 2„ 3„ EXIST 4„ SA 'U� I u KITCHEN (PROPOSED)— — r EXISTING BATH 1 ITIT$;: ; ;�?k ;: : Jt TV G — > ', 1 �ll 1 TO EXIST SANITARY — — — 1-1/2" { �I I �R� 1 Y y 4 �� 1�� �IJ�� a SEPTIC TANK 2� 1-1/2 I TOILET SINK 1 �Illf �Sii�ll�'-�� . lu SINK WD fill {"�Gt �1 a C ��J J I b '�� III PRO VENT ''``�I I SHOWER 1: 2" , FIRST FLOOR — 1-1/2" — C.Q. I n 3DSection L - - - - - - - -� 9 Plumbing Riser 3D LEGEND - GENERAL NOTES PROJECT ,f w� Fn�= NE Project Arch Studio Jr : JAMESDEERKOSKI, PE New Accessory Apartment at The Field Residence � R: .°� Y p Number . IV z _` 1 260 DEER DRIVE Address: 37470 North Road Peconic, NY 11958 uo = MATTITUCK, NY 11952 9 p 25U G� jamesdeerkoski@yahoo.com Client: Owner SIGNED BY Index Date Revision Description PLAN CONTENT Project Number I A1.5 I Proposed Conditions (2) As indicated PE Proposed Conditions (2) DRAFTED BY EMM Sheet A1 .5 Index Scale As indicated Date 08/05/25 1 i WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE:THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT&GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER WALL STUD ENDWALL CRIPPLE STUD BOTTOM PLATE u RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH I SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON EALLOPENINGS TION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. GENERAL WIND NOTES 2ND. ADS5 ENINGS LSTA12 1-1/4"x12"20ga STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga.SLOPE HANGER PPLY TO EACH RAFTER I LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH HE FLOORS TO EACH OTHER W/THREADED ROD. RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER BLOCKING @24"OC 1. STRUCTURAL & WIND LOAD PATH WALL STUD 1.1 ALL PRIMARY AND SECONDARY FRAMING MEMBERS SHALL BE INSTALLED PER THE THROUGH-ROOF EXHAUST LVENTS OCATEDBEC CONTRACTOR STRUCTURAL DRAWINGS AND CALCULATIONS TO ENSURE CONTINUOUS LOAD PATH FROM ROOF � LOCATED BY CONTRACTOR METALSTRAP TO FOUNDATION. CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED 1.2 ROOF AND WALL ASSEMBLIES SHALL BE DESIGNED AND CONSTRUCTED TO RESIST WIND RAFTER PRESSURES PER ASCE 7-16 130 MPH ULTIMATE DESIGN WIND SPEED EXPOSURE CATEGORY B SILL PLATE(S) WALL SHEATHING RAFTERS VEAINT NTILATIN ION , � � WOOD JOIST PER TOWN OF SOUTHOLD / NYSBC 2020. SIDEWALL FLASHING BLOCKING 1.3 ROOF-TO-WALL, WALL-TO-FLOOR, AND FLOOR-TO-FOUNDATION CONNECTIONS SHALL BE FOUNDATION TOP PLATE 2x4 LEDGER BLOCKING ' - - - - FINISH WALL AND MOISTURE BARRIER TO LAP FLASHING I 2x4 SOFFIT JOIST PROVIDED WITH HURRICANE CLIPS, ANCHOR BOLTS, AND WELDED STEEL CONNECTIONS AS STAPPING TO BE ATTACHED TO WALL STUDS 48"OC AT WALL-MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA DETAILED. FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/1500F THE AREAOF GUTTER WOOD GIRDER 1.4 STEEL FRAMING SHALL BE INSTALLED PLUMB AND BRACED PER AISC 360-16 STANDARDS; THE SPACE VENTILATED. ALL OPENINGS -- e INSTALL 4'0"O.C. SHALL BE COVERED WITH CORROSION- ONTIN.SCREENED VENT / 4"-8" LSTA24 1-1/4^x24"20ga.STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH l ONTIN.SOFFIT/EXT.PLYWOOD CMU WALL REINFORCEMENT PER TMS 402,602. ON ALL OPENINGS FLASHING EDGE FORM oPENINGsoF11aINCHINDIMENSION. 1.5 ALL EMBEDDED STEEL IN CMU WALLS TO HAVE PROPER BEARING WITH GROUTED AND FLASHING TO FORM CHANNEL INSTALCKSTUD. AND AS TO CAPILLARY AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITEDEAVE REINFORCED BOND BEAMS TO TRANSFER LATERAL LOADS. 8"-14" LSTA30 t-t/a"x30"18ga.STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS ACTION 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN J01STS THAT ARE SPICED AND INSTALL 4'0"O.C. CONNECT TO ROOF VENTILATION/ OVER BEARING WALLS AND HEADERS 14"-16" LSTA36 t-va"x36"18ga.STRAP AND JACK STUDS 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL 2. MATERIALS & CONSTRUCTION ON ALL OPENINGS KEEP OFFLA HINIGGNAILSOUT 2.1 EXTERIOR WALLS CONSIST OF 8" CMU LOAD-BEARING WALLS WITH EITHER BRICK VENEER OR 2ND.FLOOR WALL � CEMENT BOARD RAINSCREEN PER ELEVATIONS. CURTAIN WALL FRAMING SHALL BE ALUMINUM ROOFING LAPS BASE FLASHING 4 INCHES MULLIONS ON W10X49 STEEL SUPPORT BEAMS. BASE FLASHING WRAPS CORNERS, RAFTER \ RIDGE CAP OF SAME 2.2 ROOF CONSTRUCTION CONSISTS OF 1 1/2" 20-GAUGE METAL DECK, 3" R-20 RIGID INSULATION, EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING AND 3-PLY BUILT-UP ROOFING. SIDES 41NCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN.4INCHES THROUGH VENT 2.3 ROOF PARAPETS ARE 3'-0" HIGH CMU WITH PROPER FLASHING AND CONTINUOUS COPING. WOOD JOIST 2.4 EXTERIOR SEALANTS TO BE SILICONE-BASED, ASTM C920 COMPLIANT, APPLIED AT ALL GLAZING PERIMETERS AND CONTROL JOINTS. TOP PLATE GIRDER/HEADER 2.5 ALL WINDOWS TO BE ANDERSEN 400 SERIES, FLASHED PER MANUFACTURER ' SPECS, WITH SIDE WALL FLASHING WOOD JOIST SELF-ADHERED FLASHING TAPE (TYVEK OR VICOR) AT HEAD, SILL, AND JAMB. 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOWIDOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES-PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND 3. ROOF DRAINAGE & WATER MANAGEMENT INSTALL 4'0"O.C. PREVENT CAPILLARY ACTION 4%8" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN.1-1/2" 3.1 ROOF DRAINS ARE 6" PVC, INSTALLED PER DETAIL, SLOPED TO INTERIOR LEADERS; ALL ON ALL OPENINGS RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECTEACH OVER RIDGE O FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. PENETRATIONS TO BE FULLY FLASHED AND SEALED. AIR PASSAGE INSTALL 4'0"O.C. RAFTER TO PLATE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS 8"-16" MSTA48 1-1I4"x48"16ga.STRAP AND JACK STUDS CONNECTOVER OFOROOMT05LOPE TO ALLOW FOR SHRINKAGE.BREDUCEBUMPOUTS 3.2 A BIOSWALE AND PERMEABLE PAVER SYSTEM ARE PROVIDED TO INTERCEPT AND SLOW ON ALL OPENINGS PLATEANALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD STORMWATER PER SUFFOLK COUNTY AND DEC REQUIREMENTS. 3.3 RAINWATER LEADERS SHALL DISCHARGE INTO THE ON-SITE STORMWATER RETENTION DTERMITE SHIELD LL PLATEO SUBFLOOR SYSTEM SIZED PER OUR TRIBUTARY AREA DRAINAGE CALCULATIONS. SILL GASKET WOOD JOISTS i TYP.CONC.FOUNDATIONNE CONIC.SLAB GASK THE �2x612x8 CONTINUOUS WOOD PLATE 4. ACCESSIBILITY & INTERIOR PROVISIONS LY DAMPPROOF C GRANULPARFILL ° v� BOLTED TO STEEL BEAM WITH 4.1 ALL PRIMARY ENTRANCES AND BATHROOM LAYOUTS ARE ADA COMPLIANT WITH DOOR 6MIL POLY ON EXTERIOR ,n 1/2"DIA. BOLTS @ 48"o.c.STAG. STEEL COLUMN _ CLEARANCES AND TURNING RADII PER ICC A117.1. p A % ° 4 ° ROOF JACK CONIC.SLAB 'n - °° ° - � I I��� STEEL BEAM 4.2 LEVER HARDWARE SHALL BE PROVIDED FOR ALL ACCESSIBLE DOORS. POUREDCONCRE EMBEDMENT: 4.3 INTERIOR COLUMNS IN THE CHILDREN'S AREA ARE WRAPPED W10X49 STEEL FINISHED PER C n 4"x 114"x 8"STEEL COMPACT FILL V I D IBLOCKWALL- 15" TOP AND BOTTOM PLATE o ° ° p ° ROOFING LAPS INTERIOR SCHEDULE. v a � FLASHING AT WITH 1/2"x 6"ANCHOR BOLT KEYWAY FOOTING P / Q p n A CONC.FTG. p Q p o SIDES AND TOP °° ° , O ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS 1/2"GROUT (USP LBPS580RBP583) 3"STEEL COLUMN 5. CONSTRUCTION COORDINATION Li REINFORCING BAR FOUNDATION 5/8"DIA.ANCHOR BOLT DRAIN TILE ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS 7 (10KIPS) 5.1 VERIFY ALL ANCHOR BOLT LOCATIONS PRIOR TO SLAB POUR. SILL PLATE TO FOUNDATION 1STORY 72"OC ROOFING AT BOTTOM 5.2 COORDINATE ALL ROOF PENETRATIONS WITH MECHANICAL AND ELECTRICAL TRADES TO CRAWL SPACE OR FOUNDATION TYPICAL CONC.FOUNDATION.APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36"OC TYPICAL BEAM DETAIL MAINTAIN WATER-TIGHT ENVELOPE. WHERE NEEDED FOR STRUCTURAL BRACING. MIN,3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FTG. CRAWL SPACE OR FOUNDATION STEEL BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 5.3 FIELD WELDING AND BOLTING TO COMPLY WITH AWS D1.1 AND AISC STANDARDS. SLAB-ON-GRADE 1-2STORIES 57"OC ROOF JACKS DETAIL 5.4 CONTRACTOR SHALL ENSURE NO INTERRUPTION TO THE CONTINUOUS LOAD PATH FROM SUBFLOOR ROOF TO FOUNDATION. CONC.SLAB DOOR FRAME 6X610/10 WWM GARAGE �_JOIST COMPACT FILL DOOR USE 2X8 STEEL BEAM FOR BLOCKOUT 4"SLAB P.T.PLATE W/6X6 WMM - SLOPE 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 1/2"AIR SP CE i ° 71/2" TH A NAILING PLATE IF NEEDED) n AT END AND ° -,1 .• ° : °' ° TO BE APROX.1/2"OR HIGHER THAN GRADE e ES OF WOOD n , - STEEL BEAM TO ALLOW FOR SHRINKAGE 0 n BEAMS _ ° 0 ° ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) n e ° d O e� a °• e e n p 6X6 W.W.M. ° a ° a ° a -t, SUBFLOOR p n, o �\NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM - ° n , e e° 'p =4 ° REINFORCING BAR c, NOTCH EQUALS 1/4 DEPTH OF BEAM ! °D JOIST D 'a REINFORCING BAR DRAIN TILE I-_ I °° ° � SHEET METAL/30#FELT UNDER BEAM AT POINT II II a L)'n �e °�° ° I STEEL BEAM 12" OF CONTACT WITH CONCRETE OR CONC.BLOCK a•, 3„ PLATE(BOLTED TO BEAM) TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS °° SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET 1 Wind Details 1" = 1'-0" LEGEND - GENERAL NOTES PROJECT �P�= r;E� ��''�a„ • Arch � Studio �� \*� �0 Project k New Accessory Apartment at The Field Residence 'W' : JAMES DEERKOSKI, PE Y p W Number 260 DEER DRIVE Address: 37470 North Road Peconic, NY 11958 MATTITUCK, NY 11952 °4) i50` h jamesdeerkoski@yahoo.com Client: Owner SIGNED BY Index Date Revision Description PLAN CONTENT Project Number I A1.6 I Wind Details 11" = 1'-0" r , PE Wind Details DRAFTED BY EMM Sheet A1 .6 Index Scale 1 " = 1 '-0" Date 08/05/25 1