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HomeMy WebLinkAbout50638-Z hoy��Of 80Uryo�o Town of Southold * P.O. Box 1179 +� 0 53095 Main Rd UNTI Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46675 Date: 11/12/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 625 Park Ave Mattituck, NY 11952 Sec/Block/Lot: 123.4-6 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 03/05/2024 Pursuant to which Building Permit No. 50638 and dated: 05/08/2024 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: Single-family dwelling with an unfinished basement, front covered porch, side screen porch, and rear deck as applied for. The certificate is issued to: Solution East LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-21-1469 10/22/2025 ELECTRICAL CERTIFICATE: 50638 10/06/2025 PLUMBERS CERTIFICATION: J.Zee's Plumbing & Heating 10/14/2025 VF utho ' e Sign ture TOWN OF SOUTHOLD \°SUFEnc BUILDING DEPARTMENT 0 �a TOWN CLERK'S OFFICE oy . 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#: 50638 Date: 5/8/2024 Permission is hereby granted to: Solution East LLC PO BOX 283 New Suffolk, NY 11956 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 625 Park Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 123.-1-6 Pursuant to application dated 3/5/2024 and approved by the Building Inspector. To expire on 11/7/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,341.00 CO-NEW DWELLING $100.00 Total: $2,441.00 Bt ding Inspector �osU FQi� Gy TOWN OF SOUTHOLD BUILDING DEPARTMENT N 2 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#: 50361 Date: 2/21/2024 Permission is hereby granted to: Solution East LLC PO BOX 283 New Suffolk, NY 11956 To: 200 amp service mounted on pole for future house At premises located at: -I 625 Park Ave, Mattituck V �i0��-� qLj 5 Doz SCTM # 473889 Sec/Block/Lot# 123.4-6 Pursuant to application dated 2/21/2024 and approved by the Building Inspector. To expire on 8/22/2025. Fees: ELECTRIC $100.00 Total: $100.00 Building Inspector o��OF SOUTyoI � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 11971-0959 � o�yenum BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Solution East LLC Address: 625 Park Ave City: Mattituck St: NY Zip: 11952 Building Permit#: 50638 Section: 123 Block: 1 Lot: 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: KP Electrical License No: 36533ME SITE DETAILS Office Use Only Indoor rv— Basement r+- Service Fv Solar F Outdoor P-1 1st Floor 5-0 Pool r Spa r— Renovation F 2nd Floor 1171 Hot Tub r Generator � Survey rr Attic rF%lI- Garage Battery Storage r- INVENTORY Service 1 ph IWO Heat Duplec Recpt 88 Ceiling Fixtures 12 Bath Exhaust Fan 5 Service 3 ph I— Hot Water 30A GFCI Recpt 12 Wall Fixtures 34 Smoke Detectors 4 Main Panel 200A A/C Condenser 4 Single Recpt Recessed Fixtures 48 CO Detectors Sub Panel 100A A/C Blower 4 Range Recpt Gas Ceiling Fan 2 Combo Smoke/CO 4 Transfer Switch UC Lights 3 Dryer Recpt 30A Emergency Strobe Heat Detectors 5 Disconnect Switches 81 4'LED Exit Fixtures Other Equipment: Fridge, DW, Oven, Micro, Hood, W/D, Dehumidifier, 200A Panel, 100A Sub Panel (15)120Combo, (16) 115Arc Breakers Notes: Two Story House w/ Unfinished Basement Inspector Signature: Date: October 6, 2025 Sean Devlin Electrical Inspector sean.devlin(CD-town.southold.ny.us 625ParkAveHouse 3 Town Hall Annex Telephone(631)765-1802 54375 Main Road Pax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ¢ BUILDING DEPARTMENT TOWN OF SOUTHOLD CF T.IF CA,T O. Date: 1,0 Building Permit No.. s� Owner• < I d C U OX-6 &.5�r L L.G , G (Please print) 'Plumber:. , (Please print) ` I certify that the solder used in the water supply system contains less than 2110 of 1% lead. lumbers S afore) .Swot'n to before me this / day of Notary Public,.• (` t�r>lr 0 CT 2 3 2025 JOHN A. MAKI Notary Public-State of New York �tiiif�in No.01 M A6164838 e P-MIrn,e nt Qualified in Suffolk County OMIn of Sout?lc of My Commission Exp,04/30/202 7 n .� _ O CT - 2 2025 RE`W YQ R`K� ��x. B U I IHLD I G G R°°° Building Department Town of Southold Affidavit Of 2020 NYECCC Compliance Date: 7/29/2025 Inspection Address: 625 Park Avenue, Mattituck, NY 11952 This is to Certify that on 7/29/2025 the above address has been tested in accordance with the provisions of the 2020 ECCC of New York State Building Standards and Codes: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with RESNET/ICC 380 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 1 3266 Blower Door Test Result: ,91 5 Conditioned Volume: 1 31354 1 Leakage in ACH50: 1.76 402.4.1.2 2020 ECCC Compliance: I PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152,and meets the minimum requirement of:<4 cfm25pa per 100 Ft2 of conditioned floor area. o System 1: Bsmt Leakage CFM@25: 17 Supply R-value: 8 Return R-value 8 System 2: Bsmt Leakage CFM@25: 91 Supply R-value: 8 Return R-value 8 System 3: x2 Attic Leakage CFM@25: JExempt Supply R-value: 8 Return R-value 8 Total Combined Leakage: 108 CFM@25 Leakage Limit: 1 130.641 ICFM@25 EXCEPTION-All ductwork and air handier is located within the building thermal envelope 403.3.3 2 2020 ECCC Compliance: PASS Mechanical Ventilation: As Tested: 1 232 Required: 1 70 IM1507 Compliance I Pass Co ustion Safety Testing: See Attached Report Insulation and Thermal Bypass: I Not Inspected HERS QA Provider: Signature of Certified RESNET HERS Rater: Performance Systems Development �-- 124 Brindley Street,Ithaca NY 14850 Provider ID#:1998-072 Tom Baccareila Certification #3587347 607-277-6240 Notice of independent Status.As per the requirements the 2020 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters), New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax: 631509 4538 Email: NYBTGTB@gmail.com New York Building Technology Group ,,� 159 Rt.25A,Bldg. 1 Suite B NEW Y O R K BUILDING Miller Place, NY 11953 ® I f0 P O L O G Y G R O Tel.(631)495-0289 Fax(631)389-2808 Combustion Safety Testing Form Certified Home Address: 625 Park Ave City: Mattituck Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: Solution East LLC Builder Tracking#: Combustion Appliance Zone(CAZ)# 1 of 1 Location of this CAZ: Uncon. Basement&Sealed Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 06/13/2025 Outdoors Temp During Test: 75 OF CAZ Depressurization (Note:Net Change=Test Pressure-Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes No X Net Change: 0 pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System Primary:Yes x No _Ty,j.Furnace x Boiler Heat Pump Other EMciency! Fuel ft Venting Type3 Draft Spillage Spi lagg CO CO Pascal (worst Case (Natural) orst CaseNatural) Rating: 92AFUE N P x 0 E N V M S x NIA Pa. Pass x Fail Pass x Fail NIA PPM NIA PPM Primary:Yes x Type: Standard Tank x Indirect_Tankless_ Size: 75 Style4 Common Vent O Water Heater NO— Instantaneous_Commercial_(See Note 5 below) (Gallons) Stand Alone s Venting 76ne3 Draft Spillage Spillage CO CO Efficiency Fue!Ty�eZ Pascal (Worst Case atural (Worst Case atural EF: .69 N P x 0 E N M x S NIA Pa. Pass x Fail Pass x Fail NIA PPM NIA PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes x No Oven CO 24 PPM Ambient CO(During Oven CO Testing) o PPM lHeating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2Fue! e: N=Natural Gas P=Propane O=Oil E=Electric 3[renting Type. N=Natural/Atmospheric V=Natural/Atmospheric PLUS Vent Damper M=Mechanically Assisted S=Sealed(Two Pipe) NOTE, If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances re fardless of Venting Type,if the exhaust vent is accessible. 4Water Heater St le: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) SWater Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Tom Baccarella Rater Number: 3587347 Rater Signature: /ram Date: Jul 29, 2025 lh brm 90106 01CST Form 2011 FOR 2011 USE ONLY Corresponds to BHI -2011 NEW YORK a '� BUILDING T E C H N O L O G Y " G R O U P Project Site: 625 Park Avenue Mattituck, NY 11952 Whole House Mechanical Ventilation System What You Need to Know: The NYS building code(R303.4)requires whole house mechanical ventilation in all new homes. New homes are designed to be as air tight as possible in order to conserve energy. Because of this,it's possible for the home to become stale and unhealthy when windows and doors are kept closed for long periods of time. The whole house mechanical ventilation system is designed to provide the minimum amount of safe and clean breathing air for occupants during those periods.Since the fan is not affected by wind,drafts,or stack effect,the maximum amount of energy savings is possible while still having a safe home through the use of mechanical ventilation. Your home is equipped with programmable timers on 2 of the bathfans. In order to ensure adequate fresh air and ventilation to meet minimum code requirements,installed timers need to be set to run as noted below. 19 min per hour r' y , or ®hours per day Envelope Leakage Test Testing Company: Technician: THE ENERGY CONSERVATORY Name: NY Building Technology Group Name: Tom Baccarella Address: 159 Rt. 25A Credentials: Resnet 3587347 Miller Place, NY 11741 Email: Info@nybtg.com Phone: 6314950289 www.NYBTG.com Building Information: Customer Information: Project ID: 625 Park Ave Name: Address: 625 Park Avenue Address: Mattituck, New York 11952 Geo-Tag Data: Latitude:40.984455 Longitude:-72.517290 Timestamp: 2025-06-13 13:07:19 Measured Leakage: --- ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Building Volume Required Test ID: multipoint Purpose offest: Envelope (IECC) Measured CFM50: 918.5 (+/-2.7%) Effective Leakage Area: 53.2 in Building Volume: 0.0 ft3 Enclosure Surface Area: 0.0 ft2 Coefficient (C): 78.3 (+/- 17.8%) Exponent (n): 0.629 (+/- 0.050) Correlation Coefficient: 0.99688 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp:76 OF Post Indoor Temp: 76 OF Pre Outdoor Temp: 75 OF Post Outdoor Temp: 75 OF Altitude: 0.0 ft Time Average Period: 10 seconds Test Date and Time: 2025-06-13 13:08:24 2000 -— Depressurize w 1 f i 600 _ _ - Y 500 400 cm 300,- 200 P s 100- 4 5 6 7 8 910 20 30 40 50 60 70 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa), Bldg_(Pa) Adj Bldg_(Pa) Fan (Pa), Flow(cfm), Config Baseline -4.1 -60.0 -64.0 -58.9 -32.3 1,033.9 Ring A -54.0 -60.2 -55.2 -27.2 950.5 Ring A -48.0 -53.7 -48.7 -25.6 923.2 Ring A -42.0 -47.4 -42.4 -192.3 821.6 Ring B -36.0 -40.1 -35.1 -144.6 713.3 Ring B -30.0 -30.8 -25.8 -98.9 591.1 Ring B -24.0 -28.3 -23.3 -96.3 583.1 Ring B -18.0 -21.9 -16.9 -6�2 461.9 Ring B Baseline -6.0 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 6102 Calibration Date: 2025-03-18 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.10.2 (3), © 2025 The Energy Conservatory, Inc. Page 2 of 2 D De�frto► I1'1: U.� I Il . C�.. JAN 2 8 2025 rl .. 317 Btarrrlan Btvd,Caiverton NY11933' Building Department Town of Southold CERTIFICAT(W INSULATIQIV JOB INFO,.; Harken Constructor► _ DATE pF.INS„TALI,AI ION. 625;Park Ave ovo/25 „ M#Wfuck,NY 1,1r152 Rim Joistsj 2 X 12 Clos_0 Slope Ceiling, Gable Wails,/;2 Xfi Exterior Wa11s�Box Efitls', INSUTAT_ 1"CiN fypE INCHES.. VALl/E: IIVSULATION�'fYPE: I<VCHES = AIUE Q OPEN CELL FOAM p; OPEN CELL FONM' CLOSED.CEl.f.FOAM � 3"^ . . _. p- CLOSED CELL ip 0AN1242 CeGng 1i,28: p,' FleeaGLAss. 5 5 2 x i2 Closed Siope`Ceil(ng 2 K 1 ,Operr Fta4 Ceilings, ��ULk7iONTYPE INCHES _ R VALUE lNSllIAm TYPE INCIifS R-�1RL11 . `. tyPE1VCEL1 FOAM: O OI�ENCELLFOAM , ,. © CL05HD:CELL FOAM L] CLQSED CELL FOAM 0 FIBERGL`ASS; '+ " Fj7 ` 5:$ R �U11fidCed 1 FIBERGLASS 13It, R 3F3 Q 'F18ERG[4S5 35" R 11,Urifaced: 6 Q'. CELLULOSE Flre Rlace Chase; 1 Soitrid 1st FIOor Ceiling__ � INSULATIONTYPElog* R=VALUE; IiVSt11AT10N TYPE 1N 0 R VA,U . -�—_ I p OPEN CEII FOAM ); `OAEN',CELL FbRI(lj L7 CLOS;CELL FOAfVI (� FFBERGLASS; CLOSED CELL FbAM FIBERGLASS. -" ". p CELLL►LQ5E R-3Q � e11ar5Ce31ingj,FPre Blot king iN5tIL4TiC+N'TYPE I CH R-UALUE, - I#USUiA�FDN TYpEi :OPEN.CELLIbAM 1 _ O,PEWCELL FOAM CI CLO5EACELLFOAM s CL05ED CALL Ft'1Ai4� 0. 'FIBERGLASS �u _ .—. , Q; FIBERGLASS g" + THERh11Al BARRIER — 3$ �� Fite Blac in .< . CJ FIRf;CAULKED Tc7 CQDE . DAZE OF31N5TALAIIQN x }; FlRE BLQCKEP TO CODE. 'N/A [ATC QF}NSTAIATIOIV Q1j1Sj25,. p° AIR 5EALSUBSTATE TO to t. DATE Qf.INSTALATJQN.'. %p IGNITION BARRtER TQ CODE' N/A PATE QF:INSTAitkibMl p THEFMAL BARRII R Tb CODE t)ATE:bF 1NSTALATt0Al I. Maria lots terttfythat;the re Id referenced;above:wasinsulated as per-signed proposal by`builderjhMeowner,and'tfi�Inst Nattorruvd5x�ctnducted figs :conformance tafapplicaf le c¢ilesd standards ar�cf regulations;. I %f� Gf!11Gt� •, T ,Alt NORItE.l7 31Gro11T119E 1 OF SOpT�olo # * 'TOWN OF SOUTaD BUILDING DEPT. um, 631-765-1802 Oos . INSPECTION [ FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] 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: -� kkA&I � DATE INSPECTOR u ' pP SOGIyO� �Q( 3 g Qo d 5 PaLr k J W,e -- # # TOWN OF SOUTHOLD BUILDING DEPT. �uo,��`' 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 [}<j ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Ib: _ t A DATE t 30 INSPECTOR 5039 �o��q SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. °`y�ourm N 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] .INSULATION/CAULKING [We 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: f-"KA(6a-/ DATE -c INSPECTOR . hoy�OVE SOUTyolo # TOWN OF SOUTHOLD BUILDING DEPT. ,oum��`' 631-765-1802 INSPEC 10N [ ] FOUNDATION 1ST/ 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: U III 1 52 >u✓L2_ ' S DATE INSPECTOR *pf SOGTyolo 5b438' # TOWN OF SOUTHOLD BUILDING DEPT. ^0urm 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG: [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] 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: le-j6-v, a-4 �- DATE 8" �S INSPECTOR �O�aOP SOUIyo� ----- - -- ------ -- * # TOWN OF SOUTHOLD BUILDING DEPT. °ycoul 631-765-1802 INSPECTION XFO DATION1ST/ REBAR [ ] UGH PL13G. DATION 2ND: INSULATION/CAULKINGING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) ' [ ] ELECTRICAL (FINAL) [ . ] CODE VIOLATION [ ]. PRE C/O [ ] RENTAL REMARKS: + y J I oyl CA k b �(MA 0 MM S, DATE - INSPECTORA4 OF SOUTyo� - # # TOWN OF SOUTHOLD BUILDING DEPT. °ycoum 631-765-1802 cm) INSPECTION- [ ] FOUNDATION 1 ST/ REBAR [/] R UGH PLBG. FOUNDATION 2ND. [. ULATION/CAULKING FRAMING /STRAPPING [ AL �!J [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION . [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: tvt 4c XXTI: � 5 VA 16 ht, t Jr o v-J �_Aln DATE INSPECTO •-' �aOF SO//TyO # T WN O SOUTHOLD B ILDING DEPT. coorm��'i� -631465-1802 INSPECTION [ ] FOUNDATION 1ST/ RE BAR [ ] 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: `A✓ QAJ J JJ V &W6�ZZW -c&& DATE - INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS true,,,, C� FOUNDATION (IST) ------------------------------------ C FOUNDATION (2ND) b �•� Fi2a/k1 N' S O aJ&e Ol-- . T,U tr O In S Q,2GAZ-S 04 CO �n v-e,, y ROUGH FRAMING& la-50.2 /vim /r_ 2G$Sv/�' �S 2 PLUMBING r y ,6 l C.4 U4-4�w V, Y Y 1 0w, & I - r INSULATION PER N.Y. A "" '� Vq � � � �y STATE ENERGY CODE W ' ov (leas v --F-- k n �?ry to J I FINAL l n�►'tSuram ll CIS - ADDITIONAL COMMENTS a i G k. cf- 1 - - 5 '.1 ti r ` r 1 GT - 1 C �I I 1 1 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 °col �ao� Telephone(631) 765-1802 Fax (631) 765-9502 hgps://www.southoldtownny.izov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ( E p t PERMIT NO. 56 Building Inspector Li MAR 52024 �'N.i i � 4 A 4u(S! Appllcatlons and formstmust be filled out-"in-their entirety Incomplete applicatlonswlll not be accepted =Where the Applicant is not the owner, Owner's Authorization form(Page 2)shall be completed' ` Date:March 2, 2024 §§ 't OWNEt(S)OF PROPERTY } ��, z� , >�> of .n�: 1%>1 t.. .} .a�,� .,+r tr, t+`� a ^c.:z+ , Yr 'Pa. � ��' rs;..�R Name:SOlution East, LLC scTM#i000-123-01-06 Project Address:625 Park Avenue, Mattituck, NY 11952 Phone#:917-584-4977 Email:annemarino4409gmail.comm_.._. Mailing Address:PO BOX 283, New Suffolk, NY 11956 dF 1.t' � Y ss h� � �T g t'd"'ri.. e t r i•� t �,. }tt ; ., c� 4 f k :�.r t �S r t a,,, r tr......C.9..� ..•...' .r.Yv.,�n.4.. i ., r; ,.i F��..'.. a .ti r:-.i` Y� ...,.:... .s.-. I. Y Y �:,4sr � '.w 4�'Li F J Name:Chuck Kitz Mailing Address:110 Eastside Avenue, Mattituck, NY 11952 Phone#:516-971-5871 Email:harkenconstruction@gmail.com � �DESIt3N PROFESSIONAL INFORMATION Name:John Condon PC Mailing Address:1755 Sigsbee Road, Mattituck, NY 11952 Phone#:631-298-1986 Email:condoneng@optonline.net CONTRACTOR INFORMATION I'- Name:Harken Construction LLC Mailing Address:110 Eastside Ave., Mattituck, NY 11952 Phone#:516-971-5871 Email:harkenconstruction@gmail.com ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $800,000 Will the lot be re-graded? ❑Yes R No Will excess fill be removed from premises? ❑Yes R No 1 -PROPERTY 1111FORMATION'` r s Existing use of property:Vacant Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ©No IF YES, PROVIDE A COPY. B Check B`ox After Reading'Il The owner`/contractor/das(gn.professlonal is responsible for all drainage an'd storm water issues as provided by> , ,e Chapter 23ii of,the TOwn Codg APPLICATION IS HEREBY MADE to the Buiiding;De`p tment for the Issuance of a Budding Permit pursuant to the Building,zone� Ordnance of the Town`of southold,Suffolk,County;New York and other appliFabie Laws,Ordinances or RegulaLgns,for the.-oni trucilon of buildings, ,! , additions,alteaUons orfor removal or demolition as hereimdescribed.The appiicant'agrees to comply with all applicablelaws,ordinances,building code, housing code and regulations and,to admif authorlied inspectors on prremfses and in bullding(s)for necessary tnspectlons False statements made hei eln are punishable as a CtassA mtsde►neanorpursuant to Section,210 45 of#haNew:YorkState.Penal Law: Chuc 'tz Application Submitted By int name): []Authorized Agent BOwner Signature of Applicant: Date: CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York No.OIBU6185050 SS: Qualified In Suffolk County COUNTY OF ) Commission Expires April 14,2 D-A L/ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 5-4-P) day of- d Amil Ch . 20 at/ Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 BUI�LDaIII�G DEPARTMENT- Electrical Inspector DEC 1 9 2024 -- TOWN OF SOUTHOLD 4U Town Hall Annex- 54375 Main Road - PO Box 1179 o ® Southold, New York 11971-0959 4' ®� 7� �r�Telel'one (631) 765-1802 - FAX (631) 765-9502 O lamesh(aD-southoldtownny.gov — seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: a Electrician's Name: j.e1��� License No.: .-36-53 3 Elec. email: e,4k , AN e�`�,��/.`� 4heid ,&A Elec. Phone No: �31- 3/a-,UK ❑I request an email copy of Certificate of Compliance Elec. Address.: q0 F)WAI S `e t� /H s4,% i3y,s1 JOB SITE INFORMATION (All Information Required) Name: -j L6121 Address: Opt S }Dirt V A M R Cross Street: Phone No.: col Bldg.Permit#: 50 03 8 email: Tax Map District: 1000 Section: /a'3 Block: / Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE Please Print Clearly): Square Footage: 500 Circle All That Apply: Is job ready for inspection?- YES ❑ NO YRough 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 D 1 R2 M H Frame Pole Work done on Service? Y nN Additional Information: PAYMENT DUE WITH APPLICATION l z� BUILDING DEPARTMENT- Electrical Inspector �o Gy TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road PO Box 1179 :Y Southold, New York 11971-0959 Telephone (631) 765-1802 -FAX (631) 765-9502 jamesh(cDsoutholdtownny gov — seand(aDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN-INFORMATION (All Information Required) „ Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) ( / - 4q-77Name: —7 Address: Cross Street: Phone No.: Bldg.Permit#: S Q &K{ email: 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 D14Ph.❑3 Ph Size: A # Meters Old Meter# ❑New Service Fire ReconnectF_]Flood Reconnect OService ReconnectElUnderground ElOverhead # Underground'Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# !�O G Z S Address: m(t4A.rc,IC t N%f I IC( 56L , f Switches Outlets .: � G F I's Surface I Z Sconces H H's UC Lts J I Fridge I HW POOL Fans 1 Mini Fr. W/D Panel Pump Exhaust Imo` Oven �qf s) Sump Heater Trnsfmr Smokes DW i Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat 4441 Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo k M Cooktop Minisplit Blower AC I M AH 110 Hood Blower Service Amps a00 Have Used Sub I®� Amps Have Used Comments V LL, AMDn l+7 1 "7 r ale kOoAr,-? PC-4Ye[ 5 3 r``�SUFFOG LDING DEPARTMENT- Electrical Inspector p TOWN OF SOUTHOLD 2 1 2024 o all Annex- 54375 Main Road - PO Box 1179 ` Southold, New York 11971-0959 t. [:"ten �.pa@"t:E't� lephone (631) 765-1802 - FAX (631) 765-9502 iameshO- outholdtownny.aov— seandOsoutholdtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: . Ke;;�L �) N eAi l e t s License No.:' - �6 5 3 3 Elec. email: ��,;�-�p f+t.e }�-►e�e A 1���.�®�+ Elec. Phone No: 3 j -3 IA-a�91 ❑ I request an email copy of Certificate of Compliance Elec. Address.: ' p FdcjsiAs RotL JOB SITE INFORMATION (All Information Required) Name: s 2 L A v L L Address: 4 a5' V If Cross Street: (v\ h-T o C`44. AID Phone No.: G�j�7- , 71 BIdg.Permit#:4 �� email: C(AV�2 M p WqQ Tax Map District: 1000 Section. Block: © Lot: BRIEF DESCRIPTION OF WORK,.INCLUDE SQUARE FOOTAGE (Please Print Clearly): ��� vl� ���cSL: �'�� Cl2G ►:Gfa� �� �1 Square Footage: Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: ES NO Issued On oZ�aI1�`C vo Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: 20 A # Meters t _ Old Meter# New Service Fire Reconnect Flood Reconnect Service Reconnect Underground Overhead #Underground Laterals 1 2 H Frame of Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION \� D1- () V ' 10 AXL& Q�o See?)? J -BUILDING DEPARTMENT Electrical Inspector Me TOWN OF SOUTHOLD �4,, q� �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 ®d � Telephone (631) 76571802 Temporary Certificate # Date " a - 2024 Customer Name ' 5L 7 ID 0 - i-57- L C Electrician Name Qe, Address Z�5, ap j< V Phone. e-mail 'ari em avi n o 0 4'>1a l l. e-mail ��i e '� I Gi ► �CtM Phone �1 6`6 cense# '3 Size Phase 1 Overhead Underground #of Meters Remarks #of Underground Lateralsl 1 2 New "H" Frame or Polel H P Fire Reconnect Was work done on Service4�77 Flood Reconnect Old Meter Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid 90 s from th, date above. Authorized by Scott A. Russell °SUFFQAr 5TOIKMWA\T]ER. SUPERVISOR M[A\IAA\G]EM]EN r]F S5 Main Road TOWN HALL-P.E Box K Town of So u th o l d 53095 Main Road-SOUTftOLD,NEW YORK 11971 CHAPTER 236 - STORMWATER 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: a. Date: _ (Pnn 5 'SIgn� Contact Information: ��' vCe�s' �1�� IE-Mad B Telephone Number) i Property Address / Location of Construction Site: �t7—k ��• 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! Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! - Area of Disturbance is Greater than 1 Aare& 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.S. D E.0 Prior to Issuance of a Building Permit. ❑ - Area of Disturbance is Greater than I 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. Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. r Reviewed By:, /�2� '`"- Date: VnRM * CM(P-T()C gn i Q / i ,au., a �❑ ..n,s TEST HOLE DATA U �•' (TEST HOLE DUG BY NATHAN CORWIN L.S. ON APRIL 27, 2021) `�aC 1 EL 17 0 0 ! UD CEORG B FHOLM" 1 _ VACANT 300.00 TOPSOIL do LOAM OL t Septic System 1' F{ if Ay _� .�O Mi m um SHouIua is �BcTC fad lo4BIadm= BROWN SAND SM Drainage Calculations N 850 31avions �" E ap M��1L�y�Diameter at�to4 Bedoan ray 2.1' ;Mart$e House is 3DO Sq.FL Side Wag Anne I :.r - •ITr'• Proposed 2 Pools B'Diarteter 8'Deep J I -8'.x28F4•�� TBst Fy.`..t:%1") Q House-Main Fred Roof Proposed-50%Fuaoe t:xp can Pool 46'-I'z 17-4'=1hR22 sf Z to ® Proposed g Dim it Deep Leaching Pool FlNE TO SAND SP Horse-Rea Fs6y Rod 0 16•x 9'=144 d ' O ® Proposed 1.25i1 G�Septic Tact I O House-Side Path Rod HIGHEST EXPECTED GROUND WATER EL. 54' 15:22�' .l.h d l9 TEST WELL No. USGS 4058560723240010 I House-Front Porch Roof EL 2.3' 14.7' iss x3as�soad OBSERVED GROUNDWATER FINETONSAND SP 17' Garage 2F-8'x 244'=559.11 sf Drainage Pool 11 W O O D E D �'.1;0 j House-Main Rea Roof 1,3219 d `1.--3-Z Haas-Rear FsOy Roof -144 sf Garage --599.11 sf Total 2,665.01 sf ,Rainfall=1&=(L1666did New Pool a'.1,'� 'eture Drainage Vol Requirement=2.6064.98 x 0.1666=344.03 d New tF] O Drainage Capacity for 8'Diameter Drainage Pod=Interior Diameter 8'-6'=7.3T One d M Rados=7-W12=3.66' tory Vdune per Faaf=Tr x 3.663 42.1 dlft a� Required Depth-344.03142-1=8.17 ft ® '.v Use a 1R Deep 6'0 Drainage Pod a Dr2ihage Poch Rouse-Main FtatRod -6222sf Hose-Side porch Rod -33551I Hale-Front Porch Rod -260 sf New + O I Trial 1,2172sf tb Home Two Story Pohl b ❑ I r Raidae ��= .1668 dlsf Draihagavomure Reghnahed=12172 x 0.1666=292.8 d G1 '1/ Drainage Capacity for 8-Diameter Drainage Pool-Interior D'aneter 8-8•=7.3T LO G Y Rados=7.3T12=3.W Volume per Foot=Tr x 3.662-471 Wit Required Depth=202 8 1421=4.8 it Pod#2 Use a S Deep 89 Drainage Pad 1\ � 01 andCounty Standard Drain Manhole frame l \ W slotted cover Patten No.1383 or manhole IJ 500.00' cover Patten No.1012A TYPE C a Notes: �Ft UNE--, manufactured by Cambell Foundry or an � SED W approved equal. 1. Steel reinforcing on leaching sections A P SURVEY OF PROPERTY welded wire fabnc 6"xl2"#6x#8. (.1•t TEST HOLE £ 3 0 ,O 0 r 0 ,, o SITUATE Min.2 Bnck Cou 2. 8"thick traffic bearing cover sPLtT wtiL u , 071 tie.Gomel Dr;vewoY� � w � MATTITUCK� . S 85 31 O Y/ w w TOWN OF SOUTHOLD �LI IUN POLE w W �� BUTTOCK COUNTY, NEW YORK 8"Traffic Bearing Cover shed Grade 1 B 6 15 W ER 1N 5ritEET unshed F PAS W PUBLIC WATER- S.0 TAX No. 1000-123-01-06 w AVENUE SCALE r-=2a I 6"SDR-35 Drainage Pi W PARK oS I QR�e APRIL 27,2021 DWELLING Revised Plan Approved 51712024 USES PUBLIC WATER Surveyed By: j DN° Nathan Taft Corwin III Precast m USES PUBLIC WATT m Expires 6/2312027 ralrtag v DWELLING Kings m r USES PUBLIC WATER i Ch SUFFOLK COUNT'DEPARTMENT OF HEALTH SERVICES P1�,OF NEW,,, PERMIT FOR APPROVAL OF CONSTRUCTION FORA 5� ��1•co 'pf 7 Wrap with 6 oz(mire.) DWELLINGSINGLE FAMILY RESIDENCE ONLY nonwoven geotexhle(filter 'USES PUBLIC WATER fabric)Mirah 14ON or an DATE 62M021 H.S.REF.NO. R-21-1469 approved equal Leaching Basin Notes: 4. No trench.pit a other MONINSixh shall be left open a unattended.Usuva6ms to be protected as APPROVED 2L,�.St--�'r Ua Aftbaumpraamegtmhy Pa ell..mmamRe.rat9nrema p �, 8' directed by the Engineer wMfences,barricades adodw approved methodS FOR114AxIMl1MOF 4 BEDROOMS I..,A2rb111.SariArd* oruir7arahr.b%rNrjk kvjw.1.k b AOFESSIONP EXPI RES THREE YEARS FROM DATE OF APPROVAL ft dd eym•rvd�uud s'^'0�'bs-Lewela�r.y.eni.MeA. 1.Leaching Pools shall be Precast Concrete Cement structures as m®IdmFmrf.W ftkd& era.wie�+".ae.dahv au•r d ma Manufactured Suffolk Precast Ina or equivalent. 5. Invert ubelevationshes may baby the d by Engineer. the Engineer in the geld to meet field conditions to avid imas azlftdbd-h ra"Itanaeee SPIM& •,un ad al-or reen by mdlhd wM utrhtres as ordered by the Finglnneer. .g.4..anmmeaxmaarsaa®a.,p.seamyimamr� Elevation View 2.All concrete cement used in the manufacturing of precast structures shall i3. Allow four(4)moles for rnai adpstirM of astli .adequate bearing wig be provided using develop a minimum compressive strength of 4,000 P.S.I.in 28 days. concede block,bock andIbr112 n ixtai mm Scale. Condon Engineering,P.C. Excavate and backfi9 3 feet D rywe l l Detail 7- The �r�proves adequate Sheding and gang during Mrh�ng to lr x dna�'' 625 Park Avenue �1 around and below leaching rings 3.All drainage structures shalt be placed in acceptable leaching sods as ofwodarm and the general public Wased to to has nds of failing and sliding material in mdammh® Drawn by:JJC `�� with suitable porous material as approved by the Engineer.In the evert poor leaching matemal Is with ge,equicttnerhb dune Tide 29 Cade ofFederal Regudatda,Part 1926,safety and Health 175ti SNsbee Road iUtBttltUCk,New YOTI( V approved by the Engineer. encountered,excavation Is to be continued to suitable matenal and Regdatens forconswwan(OSHA). MaltiWdr,New York 11952 badcf fled as detailed. Date:424 2024 (831)2981988 6 Badd7 rxM mrrlpaGiarn shoe be in 8'Its. SUI'TOIR COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE U E ONLY �1 r lr~ �n�l'� OFFICE OF WASTEWATER MANAGEMENT �M' 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,Ny 11980 Health Department Ref.No.:5. (631)852-5700 OR HealthWWm@suffolkcountyny.gov ` °� A p R 1 5 2024 APPLICATION TO UPDATE AN EXISTING PERNUT TO CONSTRUCT SEWAGE D WATER SUPPLY FACILITIES FOR A SINGLE FAMILYtffl •'`.u. DWELLING :,.- REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM ALL S1 I IES MUST BE ORIGINAL FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER; R-21-1469 Tax Man No.• District Section Block Lot —i 1000 123- 01 106 IMN ame of Current Applicant:8olution East•LLC Tel#: PO Box 283 17- 84 4977 ailingAddress: 3NEW S�plk . Email Address:annemadno440@gmall.com FNa,meurrent Agent:N/ATel#:dress: Email Address: DATE OF ORIGINAL APPROVAL:6/23/21 *If more than 6 years old and SCDHS site inspections have not been performed,a new application will be required FOR TRANSFERS WTI'EI PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent:0aniel J. Marino Tel#: �17 184-2196 I hereby transfer all rights and interest in a above referenced permit to the new applicant named above; Signature of Previou AppIican gent: _ Date: 2- -Z`� FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Architect/E er/Surve or. Tel#: ) - I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me, for the purpose of transferring the above named reference number and its-site design. Architeet/Engineer/Surveyor's signature: Date:- wwwlt2 FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ 1 TRANSFER,[ 1 RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby certify that I have examined this complete application and the statements therein_ are true and correct,and that all work shall be done in accordance with all applicable Town,County,State and Federal Laws. " rr false statement made herein is punishable as a misdemeanor pursuant to S210.45 of New York State Penal Law." ny Signatur ent Applicant/Agent Date a/a Prin am of Current Applicant/Agent Title A vine CY\_ri vt p/ So lL&;HDvl LILC_ C7�v one r `DEPAIRTI�NT USE ONLY Per mit is Transferred/Renewed Until 4 113! 02 'Number of Bedrooms Approved "7 Signature of Department Representative Date l W WM-104(Rev. 02/12) i N1O/FMAN TEST HOLE DA TA OL BUD GEORGE H (TEST HOLE DUG BY NATHAN CORWIN L.S. ON APRIL 27, 2021) VACANT 300 - 00 EL. 17.0' 09 TOPSOIL & LOAM OL Drainage Calculations O31 500115 E BROWN SAND SM�0 1 N 85 (� House-Main Rear Roof 46'-8"x 28'-4"=1,321.9 sf ' J 2.19 House-Main Front Roof \S O 46'-8"x 13'-4"=622.2 sf Z Q0 House-Rear Entry Roof v FINE TO SAND SP O 16'x9'=144sf O 0 O .s House-Side Porch Roof T 15'x 22'-4"=335 sf Q0 1 _ ' EL. 5.4' \s HIGHEST EXPECTED GROUND WATER 11.6' House-Front Porch Roof 0 TEST WELL No. USGS 405856072324001 S 1 50,04.1 8'-6"x 30'-8"=260.7 sf O \� EL. 2.3' 14.7' OBSERVED GROUNDWATER WATER IN Garage \6' FIN ETO SAND SP 22'-8"x 24'-8"=559.11 sf O Drainage Pool#:1 W 0 0 D E D p House-Main Rear Roof 1,32-1.9 sf House-Rear Entry Roof -144 sf Garage -599.11 sf r O Total 2,665.01 sf n - O 2"Rainfall=12==0.1666 cf/sf New Pool Drainage Volume Requirement=2„6064.98 x 0.1666=344.03 cf New 'TS trj Drainage Capacity for 8"Diameter(Drainage Pool= Interior Diameter 8'-8"=7.33' One Ci tMJ Radius=7.33'/2=3.66' \� Story Volume per Foot=Tr x 3.66 2=42.11 cf/ft `y Gorag a Required Depth=344.03/42.1 = 8.17 ft Use a 10' Deep 8'0 Drainage Pool ® `� Drainage Pool f!2 House-Main Front Roof -622.2 sf House-Side Porch Roof -335 sif House-Front Porch Roof -260 sif Total 1,217.2:sf New � Two Story ram ge Pool# � Home 2"Rainfall=12==0.1666 cf/sf b ❑ ❑ Drainage Volume Requirement= 1„217.2 x 0.1666=202.8 cf Drainage Capacity for 8"Diameter IDrainage Pool=Interior Diameter 8'-8"=7.33' Radius=7.33'/2=3.66' O p Volume per Foot=Tr x 3.66 2=42.11 cf/ft 0'-9 a Required Depth=202.8/42.1 =4.8 ft Q Use a 8'Deep 8'0 Drainage Pool re in e Pool#2 x' O 82-4 a" � NO ,� N Suffolk County Standard Drain Mlanhole frame T C� and slotted cover Pattern No. 13813 or manhole N I O cover Pattern No. 10121A-TYPE C a Notes: 01 500.00 manufactured by Cambell (Foundry or an SEp W approved equal. 1. Steel reinforcing on leaching sections P welded wire fabric 611x12" #6x#8. TEST HOLE SURVEY OF PROPERTY (D +i7.0 iiiiiiiiiiiiiiiiiiiiiillillillillillillilliilI wmwwwwwwwo30 . 00 Min. 2 Brick Colurse 2. 8" thick traffic bearing cover "� SPLIT RAIL FENCE SITUATE � New Gravel DrjVeWay MATTITUCK 031 00 W W S 8 5 W .1 TOWN OF SOUTHOLD 17.5 W X „ #5 W 0 SUFFOLK COUNTY, NEW YORK UTILITY POLE W �„- 8 Traffic BearingCoveir LIL W IN STREET finished Grade 16.6 �,,/ �� PUBLIC WATER G \N EDGE PAVEMENT W �� � �� S.0 TAX No. 1000-123-01 -06 6" SDR-35 Drainage Pip W '.� VENUE S SCALE 1°=20' �oPARK � oQI? APRIL 27, 2021 DWELLING DWELLING USES PUBLIC WATER Surveyed By : Precast �, usEs PUBLIC WATER Nathan Taft Corwin III rainag -� DWELLING Rings r r USES PUBLIC WATER � z � G) Wrap with 6 oz. (min.) DWELLING nonwoven geotextile filter USES PUBLIC WATER �0 fabric) Mirafi 140N or an k� approved equal 8. Leaching Basin Notes: 4. No trench, pit or other excavation shall be left open or unattended. Excavations to be protected as Plans are prepared by Condon Engineering,P.C. R is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction oif a licensed J' r„ directed by the Engineer with fences, barricadles and other approved methods. � 0, Professional Engineer,Architect,or Lard Surveyor,to alter any item in arty way.W an item 1. Leaching Pools shall be Precast Concrete Cement structures as the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect ^ l�' Manufactured by Suffolk Precast Inc. or equivalent. 5. Invert elevations may be adjusted by thie Engineer in the field to meet field conditions to avoid Land Surveyor shall affix to the item hislherseal and the notation'Altered by'fo1 ed by hisR>er conflict with utilities as ordered by the Engineier. signature and the date of such alterations,and a spears description of the atteraticon. Elevation View 2. All concrete cement used in the manufacturing of precast structures shall 6. Allow four(4)inches for final adjusting of casting. adequate bearing will be provided using develop a minimum compressive strength of 4,000 p.s.i. in 28 days. concrete block, bnck and/or 1:2 mortar mix. Scale: 1/4" - 1'-0' Excavate and backfilll 3 feet Condon Engineering, P.C. DWell DetaiI 3. All drains a structures shall be laced in acce table leachin soils as 7. The contractor shall provide adequate sheeting and shoring during trenching to insure the safetyaround and below leaching ringsg p p g of workmen and the general public exposed to)the hazards of falling and sliding matenal in conformance Drawn by : JJC 625 Park Avenue with suitable porous material as approved by the Engineer. In the event poor leaching maternal is with the requirements of the Title 29 Code of Federal Regulations, Part 1926,Safety and Health 1755 Sigsbee Road a roved b the Engineer. encountered, excavation is to be continued to suitable material and Regulations for Construction(OSHA). Mattituck, New York 11952 Mattituck, New York pp y g . backfilled as detailed. Date : 2-27-2024 (631) 298-1986 8. Backfill and compaction shall be in 6"liflts. I nn EG E � v 75,000 So.FT. ( 1.72 ACRES ) JUL - 8 2024 224-84 4-$00 gullding pePartlment Town of Southold fd mon NOW OR FORMERLY HOLMAN N 85'31'00"E 300.00' z m � o O O QC O C M 0 t 27.3' m ro y z found O 0 21.9' in z O m 0 � z o o m_153 77.8' 'z n cn foundation stk . z { z 0 Ln O r rn - set - stk set stk U1 (N7i 0) C,+ O ZA rb ut7ity c- (Apole O 5.6'N Dole set fc 7.8'W` split rail fence 0 stk ———————————————— ----------- k�,-- '-- S 85'31'00"W — ---'---- 300.00' 500.00 edge of pavement Psvanabie AVENUE ----------------------------------------------- 7-3-2024 FOUNDATION LOCATION 6-10-2024 SET OFFSET STAKES THE OFFSETS(OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES 70 THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS.POOLS, PMOS, JOB No. 23-197 FILE No. 1089 F PLANING AREAS,ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION. SURVEYED FOR UNAMORQEU ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. GUARANTEES INDICATED HERON SWW.RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL SITUATED AT MATITTUCK AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.GUARANTEES ARE NOT TRANSFERABLE To ADDITIONAL R LWWONS OR SUBSEQUENT OWNERS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. COPIES OF THIS SURVEY NAP NOT BEARING THE LAND SURVEYOR'S INKED SFAL OR SCALE 1" = 50' DATE 11-30-2023 EMBOSSED SEA.SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. FILED MAP No. DATE CERTIFIED ONLY TO: TAX MAP No. 1000-123-1-6 DISK 2023 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 •�� 1866 WADING RIVER-MANOR RD. WADING RIVER, NEW YORK, 11792 N.Y.PCNo. 048992 631-929-4695 HAROL F. TRANCHON JR. PENT. LTC_ No. 2115-E Ae-raq !�-O 6 38 84 1.72 ACRES 24— 75,000 'SO.FT. ) _ .. 24-100 25-142 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE sa Date: OCT 2 2 2D25 - H.S. Ref. No. R-as ljQ The sewage disposal and water supply facilities at this location have been J� inspected and/or certified by this Department or other agencies and /��' n n 51 f found to be satisfactory FOR A MAXIMUM OF '4 BEDROOMS. �/Y U� !( �1 �i 1 r-%A OW JONATHAN PAI, P.E., CHIEF fd mon OFFICE OF WASTE MANAGEMENT NOW OR FORMERLY HOLMAN N 85'31'00"E 300.00' stk stk Z to V � � J wood post & b buried wire fence propane co around pool tank x x o O qmasonry equipment p 441 x13, u.3' m xEingrd pool x w fr x18' Fo gar. I n 0 i10.4' x x 219' I cn O m � Twindow I / _ � 00 36'wd dec well I 77.8' d ell / : , o'' 30.1' m 8'dia.x8'deep ro O I m O { w 2 STY DWELL a drywell , 1 set z { zo encl. f 5.2' 8'dia.xt 'd p o o ch clean- t n e 45.6' I / 31.0' ��coverglPrn 34.5' 3. 55.2' P / a0 z 9 8' 66.8' S5' / rn/ stk stkLaY�j/ rn N LP I dA�e i elec. cN,n Ln rn i estooe i service O W bw ��I� - L4 i utility Q �n / water pole service FC wood post and rail fence / fence pole 2 4'W / woodl post and rail fence 5.6N o se x x x x x 1x x x x x- -----g------------------1-- --------------- is k—�,� 500.00'� edge of pavement S 85'31'00"W PARK AVENUE 300.00' (variable width) NOTE: CESSPOOL, SEPTIC TANK,. WATER SERVICE, ELECTRIC SERVICE and DRYWELL LOCATIONS BY OTHERS. 10-2-2025 FINAL SURVEY 7-3-2024 FOUNDATION LOCATION 6-10-2624 SET OFFSET STAKES THE OFFSETS(OR DIMENSIONS)SHOWN Hal FROM 7HE SIRUORlRES;TO 1HE PROPERTY LINES ARE FOR A SPE=PURPOSE AND USE AND THEREFORE ARE NOT JOB No. 23-197 FILE No. 1089 F INTENDm TO GUIDE THE ERECTION OF FENCES. RETAMMG WALLS. POOLS. PATIOS. PLANTING AREAS..ADDMON 7O BUILDINGS OR ANY OTHER CONSTRUCTION. SURVEYED FOR UNAUTHHORIM WERATION OR ADMr10N 70 7HIS SURVEY IS A VIOLATION OF SECTION 7209 OF 1HE NEW YORK STATE EDUCATION HAW. GUARANTEES INDICAIM HERON SHALL RUN ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARM.AND ON HIS BEHMF 1a THE TOLE COMPANY.GOVERNMENTAL SITUATED AT MATTITUCK AGENCY AND LFNDMG INSTITUTION LISTED HEREON,AND TO 7HE ASSIGNEES OF THE LENDMG MSRnm°N- GUARANTEES AM NOT'1RANsFERABLE M ADDITION&INSTITUTIONS TOWN OF SOUTHOLD. SUFFOLK COUNTY, N.Y. OR SUBSEQUENT'OWNERS. COPIES OF THIS SURVEY MAP NITr BEARING THE LW SURVEYOR'S IMM SEAL OR SCALE .1" = 50' DATE 11-30-2023 EMBOSSW SEiV.SHALL NOT BE CONStOMM TO BE A VALID TRUE COPY. /ice©F a FILED MAP No. DATE CERTIFIED ONLY'tTO: / 6a ��C;p`Ny TAX MAP No. 1000-123-1-6 DISK 2023 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 c- 1866 WADING RIVER-MANOR RD. WADING RIVER, s�� �'° 04.k:} �l NEW Y ORK, 11792 LIC. No. 048992 631-929-4695 HAROLD F. TRANCHHONi(J ENN. LIC. No. 2115-E e � Generated by REScheck-Web Software Compliance Certificate Project 625 Park Avenue , Energy Code: 2018 IECC APR 1 5 2024 Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 180 deg. from North To ge��fl Town ,Sou htYlf � Conditioned Floor Area: 3,086 ft2 Glazing Area 25% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 625 Park Avenue John Condon Sr Mattituck,NY 11952-3361 Condon Engineering 1755 Sigsbee Rd Mattituck, NY 11952-3361 6312981986 condoneng@optonline.net :Compliance- Passes using UIA trade�off Compliance: 0.0%Better Than Code Maximum UA: 653 Your UA: 653 Maximum SHGC: 0.40 Your SHGC: 0.32 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling:Steel Joist/Rafter, 161n. o.c. 1,630 49.0 0.0 0.031 0.026 50 42 Skylight 2: Wood Frame 5 0.560 0.550 3 3 SHGC: 0.40 Skylight 1:Wood Frame 5 0.560 0.550 3 3 SHGC: 0.40 Skylight 3:Wood Frame 5 0.560 0.550 3 3 SHGC:0.40 Skylight 4:Wood Frame 8 0.560 0.550 4 4 SHGC:0.40 Project Title: 625 Park Avenue Report date: 04/12/24 Data filename: Pagel of 5 Prop.Gross Area Assembly or Cavity Cont. Skylight 5:Wood Frame SHGC:0.40 g 0.560 0.550 4 4 Wall South:Wood Frame, 16"ox.Orientation: Front 1,729 20.0 0.0 0.059 0.060 75 76 Doorl: Solid Door(under 50%glazing) 21 0.320 0.320 7 7 Orientation: Front Door3:Glass Door(over 50%glazing) SHGC:0.32 44 0.320 0.320 14 14 Orientation: Front Door 3:Glass Door(over 50%glazing) SHGC: 0.32 46 0.320 0.320 15 15 Orientation: Front Window 1:Wood Frame SHGC: 0.32 16 0.320 0.320 5 5 Orientation: Front Window 2:Wood Frame SHGC:0.32 16 0.320 0.320 5 5 Orientation: Front Window 3:Wood Frame SHGC:0.32 16 0.320 0.320 5 5 Orientation: Front Window 4:Wood Frame SHGC: 0.32 16 0.320 0.320 5 5 Orientation: Front Window 5:Wood Frame SHGC:0.32 16 0.320 0.320 5 5 Orientation: Front Window 6:Wood Frame SHGC:0.32 16 0.320 0.320 5 5 Orientation: Front Window 7:Wood Frame SHGC:0.32 16 0.320 0.320 5 5 Orientation: Front Window 8:Wood Frame SHGC:0.32 16 0.320 0.320 5 5 Orientation: Front Window 9:Wood Frame SHGC:0.32 16 0.320 0.320 5 5 Orientation: Front Window 10:Wood Frame SHGC:0.32 16 0.320 0.320 5 5 Orientation: Front Window 11:Wood Frame SHGC:0.32 16 0.320 0.320 5 5 Orientation: Front Window 12:Wood Frame SHGC:0.32 10 0.320 0.320 3 3 Orientation: Front Window 13:Wood Frame SHGC:0.32 10 0.320 0.320 3 3 Orientation: Front Window 34:Wood Frame SHGC:0.32 15 0.320 0.320 5 5 Orientation: Front Window 32:Wood Frame SHGC:0.32 15 0.320 0.320 5 5 Orientation: Front Window 16:Wood Frame SHGC:0.32 11 0.320 0.320 4 4 Orientation: Front Project Title: 625 Park Avenue Report date: 04/12/24 Data filename: Page 2 of 5 Assembly Gross,Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Window 35:Wood Frame SHGC:0.32 15 0.320 0.320 5 5 Orientation: Front Window 36:Wood Frame SHGC:0.32 15 0.320 0.320 5 5 Orientation: Front Window 37:Wood Frame SHGC:0.32 15 0.320 0.320 5 5 Orientation: Front Window 38:Wood Frame SHGC:0.32 15 0.320 0.320 5 5 Orientation:Front Window 38:Wood Frame SHGC:0.32 15 0.320 0.320 5 5 Orientation: Front Window 50:Wood Frame SHGC:0.32 11 0.320 0.320 4 4 Orientation: Front Window 37 Copy:Wood Frame SHGC:0.32 15 0.320 0.320 5 5 Orientation: Front Window 52:Wood Frame SHGC:0.32 6 0.320 0.320 2 2 Orientation: Front Window 52:Wood Frame 5HGC:0.32 6 0.320 0.320 2 2 Orientation: Front Wall North:Wood Frame,16"o.c.Orientation: Back 536 20.0 0.0 0.059 0.060 20 20 Door2:Solid Door(under 50%glazing)Orientation: Back 20 0.310 0.320 6 6 Window 14:Wood Frame SHGC:0.32 10 0.310 0.320 3 3 Orientation:Back Window 15:Wood Frame SHGC: 0.32 20 0.310 0.320 6 6 Orientation: Back Window 16:Wood Frame SHGC:0.32 20 0.310 0.320 6 6 Orientation: Back Window 17:Wood Frame SHGC: 0.32 20 0.310 0.320 6 6 Orientation: Back Window 18:Wood Frame SHGC:0.32 20 0.310 0.320 6 6 Orientation: Back Window 19:Wood Frame SHGC:0.32 20 0.310 0.320 6 6 Orientation: Back Window 20:Wood Frame SHGC:0.32 12 0.310 0.320 4 4 Orientation: Back Window 21:Wood Frame SHGC:0.32 12 0.310 0.320 4 4 Orientation: Back Window 22:Wood Frame SHGC:0.32 12 0.310 0.320 4 4 Orientation: Back Window 23:Wood Frame SHGC:0.32 12 0.310 0.320 4 4 Orientation: Back Project Title: 625 Park Avenue Report date: 04/12/24 Data filename: Page 3 of 5 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Window 24:Wood Frame SHGC:0.32 12 0.310 0.320 4 4 Orientation: Back Window 25:Wood Frame SHGC: 0.32 12 0.316 0.320 4 4 Orientation: Back Wall West:Wood Frame, 16"o.c. Orientation: Left side 836 20.0 0.0 0.059 0.060 37 37 Door 3: Glass Door(over 50%glazing) SHGC: 0.32 46 0.310 0.320 14 15 Orientation: Left side Window 26:Wood Frame SHGC:0.32 9 0.310 0.320 3 3 Orientation: Left side Window 27:Wood Frame SHGC:0.32 9 0.310 0.320 3 3 Orientation: Left side Window 28:Wood Frame SHGC: 0.32 9 0.310 0.320 3 3 Orientation: Left side Window 29:Wood Frame SHGC:0.32 9 0.310 0.320 3 3 Orientation: Left side Window 30:Wood Frame SHGC:0.32 15 0.310 0.320 5 5 Orientation: Left side Window 31:Wood Frame r SHGC:0.32 15 0.310 0.320 5 5 Orientation: Left side Window 32:Wood Frame SHGC:0.32 15 0.310 0.320 5 5 Orientation:Left side Window 33:Wood Frame SHGC:0.32 15 0.310 0.320 5 5 Orientation: Left side Window 34:Wood Frame SHGC:0.32 11 0.310 0.320 3 4 Orientation: Left side Window 35:Wood Frame SHGC: 0.32 15 0.310 0.320 5 5 Orientation: Left side Window 36:Wood Frame SHGC: 0.32 15 0.310 0.320 5 5 Orientation: Left side Window 37:Wood Frame SHGC: 0.32 15 0.310 0.320 5 5 Orientation: Left side Window 38:Wood Frame SHGC:0.32 15 0.310 0.320 5 5 Orientation: Left side Wall East:Wood Frame,16"o.c.Orientation: Right side 836 20.0 0.0 0.059 0.060 41 41 Window 39:Wood Frame SHGC:0.32 15 0.310 0.320 5 5 Orientation: Right side Window 40:Wood Frame SHGC:0.32 15 0.310 0.320 5 5 Orientation: Right side Window 41:Wood Frame SHGC:0.32 11 0.310 0.320 3 4 Orientation: Right side Project Title: 625 Park Avenue Report date: 04/12/24 Data filename: Page 4 of 5 Cont.Gross Area Cavity •• • Prop. Perimeter Window 42:Wood Frame SHGC: 0.32 11 0.310 0.320 3 4 Orientation: Right side Window 43:Wood Frame SHGC: 0.32 11 0.310 0.320 3 4 Orientation: Right side Window 44:Wood Frame SHGC: 0.32 11 0.310 0.320 3 4 Orientation: Right side Window 45:Wood Frame SHGC:0.32 4 0.310 0.320 1 1 Orientation: Right side Window 46:Wood Frame SHGC:0.32 4 0.310 0.320 1 1 Orientation: Right side Window 47:Wood Frame SHGC:0.32 4 0.310 0.320 1 1 Orientation: Right side Window 48:Wood Frame SHGC;0.32 15 0.310 0.320 5 5 Orientation: Right side Window 49:Wood Frame SHGC:0.32 15 0.310 0.320 5 5 Orientation: Right side Window 50:Wood Frame SHGC:0.32 11 0.310 0.320 3 4 Orientation: Right side Window 51:Wood Frame SHGC:0.32 6 0.310 0.320 2 2 Orientation: Right side Window 52:Wood Frame SHGC:0.32 6 0.310 0.320 2 2 Orientation: Right side Window 53:Wood Frame SHGC:0.32 6 0.310 0.320 2 2 Orientation: Right side Floor:All-Wood joist/Truss 1,862 19.0 0.0 0.047 0.047 88 88 Compliance Statement.• The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.T e proposed building has been designed to meet the 2018 IECC requirements in REScheck Version :REScheck-Web and to comply wit a mandatory requirements listed in the REScheck Inspection Checklist. IJOIVAIt.d ^v�"`20.24P Name!Title Date Project Title: 625 Park Avenue Report date: 04/12/24 Data filename: Page 5 of 5 i AM N1G/EN BUD GEORGE 11OLMA vAcANT 300.00 226 East 2nd Street N 85031 '00 E New York, NY 10009 0 625 Park Avenue LO 280-207. Maximum gross floor area for o o Mattituck, NY 11956 i residential dwellings In A C, IR 40, R 80, R- 120 R-200 and R-400 IDistricts. 0 (e) 5, 100 square feet plus 5% of the lot ; y area In excess of 40,000 square feet W O O D E D up to a total of 7, 100 square feet + maximum . New Pool -, KEY PLAN AND LEGEND New j One �02 R❑ MNME Area Calculations New o00 Lot AreaTWO 73,600 �s q f t b Home story i 9e Pool# APP VED AS NOTED Qa B.P.# R-80 Allowed max 14,720 sqf t BY. O� FEE / G A — 0 Lot ➢ #2 9 631-765-1802 8AM TO 4PM FOR THE Area o , _ FOLLOWING INSPECTIONS: 1• FOUNDATION-Tff' � FOR POURED CONIO'F-'' n a I � £ 4- 2. ROUGH-FRAMING& I •- . Ground Floor 1876 s f t ��Fr y 3. INSULATION q Second Floor 1208 s T t N T sP" BE COMPLETERORTOONMUST Site Locat *ion q r ° ALL CONSTRUCTION SHALL MEET THE Covered Porch 270 s q T t g on leaching sections P SED R tE REQUIREMENTS OF THE CODES 0;-NEW R - 80Enclosed Porch 3 0 0 s f t 6"x12-#6x#8. oTE o HOLE 3 0 -O O' DESIGN OR CONS RUCTOo CRIIBiORSOfl q ^ Baring cover w cr el Driveway SPILIT Total Dwelling 3654 sqf t ,00„ W 17.5 GFA S 85031 W _--- W COMPLY WITH ALL CODES OF UITLITY POLE "s W NEW YORK STATE & TOWN CODES LILYS �,/ Irnshed Grade 16 6 EDGE F PAVEM� W PU LIC �A IN S7REE7 R\G��N�r AS REQUIRED AND 1 CONDITIONS OF NUE 1-113 4 � m ° , -m Garage Area 528 sgf t W P RK AV r' QROQ BOARD i 4 r1t1 -tfarvest Lin Y #. 0 3 r r 1 d TRUSTEES LB � _ �` t z , Pool Area 630 sqf t Ec ''' y po o ,x' r `s a s; — - (, c DWELLING ` o — LI aa48 N ° Site Plan 3"- 1 '-0" Scale refer to S-7 for full site pIan SCHD MI W6 St MilLake LL r _ 1 R-40 o fj -_ OCCUPANCY OR R-so e 5 h", � _� a E 13 UNLAWFUL o - T m � `� � �'�' UT CERTIFICATE e, P Re @ m ? a c nn w w r*i oVcui'A /'+ RO �� o' o �, $0�N f, TRUSS PLA,CA�,RDFNIG RFC�iI►.dEO of N NCY Protected I a iA� p' o e""Svry Z (�,!-�4j . to ct '^+•.,, " t v0. ' Q O � / \ Gina St HamletCenter ' ``� `'4 aq .�f o° s• \\\,�, W RETAIN STORM WATER RUNOFF o o o > o PURSUANT TO CHAPTER 236 W ° ;;: . o o✓ DO NOT,PROCCED WITH FRAMING UNTIL SURVEY OF THE TOWN CODE. o: E N OF,FOU(�DATION LOCATION 3 �a W Peconic Bat HAS BEEiJAPPROVED. ' ea Map Prepared by N S SkyPlane Diagram 4, m °c\ Town of Southold Geographic Information System / `l7 il/1I,�4 h Q April 2s,2016 r',�WATER.L•INES NEED Suffolk County Real Property Tax Service Agency ALA.PLUMEIItfG VjH tE s F m 0.25 0.5 1 ARMS and Tax Map Copyright 2016, At` Mile County of Suffolk,PIYING: EOR GQERI, O w // \ _Z Z \ J PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE J <L , o \ o �, � All exterior Iigbt' g CERTIFICATE OF OCCUPANCY of a o InstaIled,replace or o_ repaired shall corn SOLDER USED IN WATER SUPPLY SYSTEM CANNOT E/W Sky Plane Diagram to Chapter 17 EXCEED 2110 OF 1% LEAD. of the Town Co( e REVISIONS 041112024 ELECTRICAL xXvxxnaxx 280-208. INSPECTION REQUIRED SKY PLANE OF LOT The sky plane is formed by imaginary lines Must Parov�idemanuals startin at all property lines parallel or ndSasper Zoning 9 P P Y P NYS Energy Cod �E of NEw, adjacent to the building or structure at 10 e �� yn, - feet above the average elevation of the natural grade (prior to any grade alteration or fill) and extending inward toward the testing center of the lot at a 45° angle. �$SioNa`' PROJ.NO.: 20241 DATE 011142024 ^•1 `I � DWG.BY: DM PAGE: 1 of (', / �' ? 0 MADCO 2024 i PLAN -CONTF-NTS: �� { tCUP'AF:1L t:LASS�IFECAI,Or , (-1ENE WIND FRAMING NOTES ;. RESIDENTiAL > ` .f4f G �� :_J - - '#}.RIDGE-T0�ItSSEEi�6LY: - t BUELDf:�O SSE : DfdELLING . 1-114*x 20 gauge strap shall be 8ftdred to each pair of`rafters in ammla x:e to tr�t>#e 3.4. B UI Dt!�, -Hc�G.41 When a tx>Ear•tie to used in feu of err . dge strap,the nurr€tW of 10d oorrxrtort teeits rsqutted TOTAL s � � SO. FT. OF LONS7RUGTIOr�{ 226 East 2nd Street CONSTRUCTION NOTES: in each feftex0eedtheffi Wn�rof8dnailsindie>st�. _ PRESCRIPTIVE AS PER 2020 NYS 2 RI�FTER TQ 1fl�,i LASSEMgt.Y: DESEGHI ;;RITERI New York, NY 10009 1).The fntvmrat an within this stet of ccroshc5on documants is mftad to c design k RESIDENTIAL CODE AND 2018 W F C M Iriterd and fremInrg detells.Theyam Intended as a construction aid,not a subs We Lateral theatre and shear•wall ammec8ons for ram,ceWng ortn' mto top plate shd be In When a ra fter FE?AMlltil�; ELEFAEtcT� A� PER FLCtO? PLANS, CROSS SECTEOra AND GENERAL NOTES ox g��tY� building pradce and ice whh:ccxrent New York accordance to table 3.3. a fter or t m do teat fat in tine with studs belcm,rafters State haft cmdes.The General Corr Is responshie for providing standard or tnrsee shag be a fted*d to the won top plate and the wadi top t be aftched to = EXT.' BALCUNIES 40 : cosobijed n dMalls and proced0res to ensure If ookssionally finished.structurally the to the wait stud with uPIR corrsect om Roots overhangirlg the rake side of the building DEC<S 0 625 Park Avenue sand�a weeatherproof armpietecl prvduxt shalt be camected with vpktt corut+atfta in eocurda=wNh table A TT',CS x:i o STORAGE 1 O - t Mattituck, NY 11956 2j.Th@ Generei+Contraotot is Msponsible lot ensuring#fret all worts and wsRtrttctiore 4 WALL-TO-WALL ASSEMBLY: ATTICS v:f S T�RACE = : r. 20 meets current ierderaf,> s,+tx>zilnty and focal codes,sxdixuarxaes rargda .s,etc. Wet#studs above and studs be&xnr a tfvw levant erl f be at€a ed wfffr ax�ectians in - pEr#L't': LOAD '�"` rUl-`i�0=1`' POOF (;ROUND SNOW LOAD) 25 These codes we to be considered as part of the sperdfiaationa fix this buWng and ecoondanee*ON*3.3b.When wall duds above do notfd In title wihstuds below,the = (LIVE LOADS, 1PSI^) RpD>`d$ ((}TREK TH SLEEPING) 40 shotad be edf>eea W to even If In v�nee wf h to plan. studs shalt be attached to a common member in the floor assembly with connectors in eccordanc*with t3ble 3.3. ROOMS (SLEEPING) 30 3).Dimensions We pn cedeM ova sceled dratwkW. = STAIRS(Do NOT SCAT E DRAWINGS),' 4).WALL ASSEMBLY To FOUNDATI{�k 4 0 First wail stYUds shzr be connected that,tc>undatlQn,s plate,or bc�bam piste vuflh upilit = GUARDRAILS (ANY GtRECT;OI'd) BOO _ 4).The agfneer,has rat been uVaged forte supervision and assumes no owneckn.Steel straps shalt haw o minimum embedment of 7 Inches In concrete EXPOSURE CATA;GORY re3spor> Ety for!oonstruc6on cowditing with these pis,norr>egxxwWfty tr 1bundaeOn and slab-ongvde, 15 Inches In rtlaw y block ftWafl4ns,or tapped under LOAD PATH SEE CONSTRUCTION AND WIND PATH CQWtdcCTIC�N �n mesr:s,methods,techniques,sequences,or procedures,or for safety the plate and naffed fo s000r+dencew1h teNe 3.3b.Yr tm oW naps ere lapped un derfh@ a0€� _ I �UNDATf I�f DETAIL PAGE u. GENERAL AL NOTE E CONNECTION pn+ autlons and i�h conneWon with the wank.There are no fora bottom plata,3 hich sque19 washes be used w�the ant bolts.Anchor bolt _ _ speft use esxprressed or Imp#ia f in ti>a use of thew P>iam a ldrsp Is in be sped and sired Iri acoandarloe to table 3.2a.In add'ilai in spacing, tvAtLt,*"tv SGHEiDE~iL(1 SEE GENERAL NOTE PAGE KEY PLAN AND LEGEND anchor bxt are tD be spaced between 6.12 hches from tfm w d of a sin plate and as EGRESS SEE FLOOR PLA14S AND >t' NDOW SCHEDULE 4 Roller to the Wndow and ter who"for extent openhVe. `� ` M N ME - FIRE Pi?OTECTif�Jl\l � R❑ 8).The General Contractor is ibo ensure that a moray or prefabrac6 d fireplaces meets as TYPE I EXTERtoR SHEARWALL C"ECTXM: r,G2_ DETER+QRS) SEE FLOOR PLANS or examsntsreurfacdure3's SPWendapplkableoxides. Typeiext Custre�walfswithamInlmtrmof7!'lei haraodsirirdtfalPOWontreeexterior 6d c TRUSS D SttGN ` N A STANDARD STICK FRAME CON57RUCTiON ached wits orrsnon: at H"onaffa c ate*panel edg es and 12"a.c.tn the tad,and 7).T eGesteral(ContractcxIsto�consult*5 ft owner for afbulll4nbms 1/2lndtgypartm WaZord ontizekftior attached*4111-5dco0wiftellsat7"o.c.atpanel ENERGY CALCUI_ATICiNS RESCHECk: 4.6_ 2018 IECC such as boof=sces,shefd9,pentry,dnsets,trims,etc. sedges and Ur mm In the field shall be in emondance with t*length raqulranwlts spelled In table 3.15". 8)."nd toad tents zW be tftn Into acmmmit dL ft construction. Is}.TYPE it sHfJIRWAIl CONNECTIONS: _ Table 3.1:NalTt 9dwd;O ood Framed Cot'bUd On M fal 2015 FOUNDATION NOTES- [Type II erxhwlDr cle ads sheill must the'regUremerb of tables V5"Ernes the amumlate; _ � , Pages 149 and 193) 1).The General Ca efor and Masotr to review plants,elevatlons,:detatls wW notes to I�djus4rrtieret#actorswvtb table 3.16. t Number Of NixnbQr Df detsrWrm intendbed heights of frifshed itocx(s)above typical grade. 17).NTERICR SMAMALL CONNECTMS: = Common Nags Box NSiIS Nat1 S tAN NeW sldewsll ieopU provided in table 3.14 Mall be pwrirfted to be kae ased when 2).All foodrsgs ft rest on LrAftNbed(in)soli.Assumed bearing 3000pst RO((3�NAILING an sfntedor shearwdfs ore used.Sheathing d oannec s shall be in ao=dwm with 2.4.4.2 and 2.2A res iraly. Rafter t0 1� 3).Pr nrlde 1W a n3lon joint�t:etwm corxaet+e stag and g op ate{Too-W4 3-8d 3-8d aona or masany walls oceWng in exte for or unr>�ed k tosior areas. i - per rafter IS).CrDMNECT1flNS AROUND EXTERIOR WALL OPEMNG3: Fling J©let to Top ( `tie-i ll 3 8d 3 6d per jolt I 4).Arty new ranmrete welts befntj toe rug concrete stru> tixe a ali Header andtorg�roonr 9IEf be ettacW with upfrrt cons in accordance Gelling Joltto PoWk Ra t Face-��! l with labia 3.5.Vlttridaaisill-pubes shalibet>ave steel tsartrtex�ors In�acoordanoe with table - - =. � � - 5_ �� �"�� each be in:fft d with 94 re-bar, 1W kxV at 120 o c_ Use approved epoxy for� 3.5. - Ceiling Jt1tSt l 8p6 C�Btr�(Face-�tBt� � 16d 5- 16d each lap CollarTfe _ to Rafter ore 2 10d 2-10d tie ,. 5).UdSss otherwise noted a�sibs on grade�be 2500 Pei»C.ortcmrte to be - � per 9} CATHEDRAL C8LM ASSEMBLY: pound on 4 inch thick nand or gravel fig v►fth&S wee mew re1nbming.#nte3rfor stabs =where a ridge Is to be used as a viral beam,th :mtt m*WI either be rmtched and � $to Rafter(Toe nab. . 2-8d 2-10d each end to be trelnfmum 3-1i2 Inch thlcL 1,anchored on bp of the beam or slope connectors shall be attached to each Rim Board to Rafter and 98 2- 16d 3- 16d each end aInrrg t open em'ikv Part of the btAding.Connodions to the'eidp AW wall shall be be 6).Cmwt spaces to be ptovxfd inft a minimum 18)aV acorn opening.install one a red with the above resquiremerets. - = WALL FRAMING 8x16 cast iron fowdeboin vent far emy 160 sq.It.of are& I Top Plate to T Plate face--ivied) 2- 16d 1) 2- 16d (1) per 7).i3mn e�ctesioroffCs�rdalxrrwithblturninouscoati section DECK AND COVERED PORCH NOTES. � ( � pt coating tom - Top Plates at Intorseftm a-naffed) 4-16d 5- 15d JOWS-each Side AM N.Y.S.Reeldentfml CocWmc don Code:A 6- I pcy®ilvylene Aim sW be applied over �1).Unless otrtErnWw noted,aft framing material to be#1 ACQ pr-&ure treated lumber. j t0 Stud a0@-#>ai3 _ fit@ bolow grade of ex�or wais prior to bald ling. all fasteners,t and:ancho s to be gaMntzed or sunless steel. 2 ` 1 2-16d 24'ox. ` Header to Header(Faae-nailed} 16d 16d o IT o.c.Wong edges l 8j "rap as pier mxftn R405 of N.Y.S.ReedenNal Construdlort Code. 2).Girders for deck jolft to be bolted to each poet whh washers and nuts. GErdem on concrete pit s shall be d with proper-steel Mors andlored FRAMING NOTES Imp eo VOW with a nft� 117 dia x 7""anchor tit with wasters�,d ram. � Top or Bottom Plata to'sty�Nall�i) 3- 16d 2-40d per stud � I 1).All trartt�tg tecttrllc;txae and m as preecxlpAve of Zt 3).Posts sWparttng Odom shall be enchared to a 12-Alrx12-tfikk aorurete fo ". E txr Wood Fr ng ConsMon Maul. Use a minimum Ur dfa x r arc w bait w th washe!r3 wd nuts.Fob Shalt � 2).Urtl athervwlse rated,a lira be 3 ft.below grad@.Cwaete plus to be olssd wth all por&Wdaks with hoots or pesgt>las. nttng aced sal woad maWdI to to#2+M. , Douglas Hr. I4 .Deeck tQ l Bottom Plate to Fbot J:oK!Balnd Joist, End,joist or 13#ad king(Fa�Na� 1 2- 16d 1,2 2- 16d 1 r � i } jot have blocklrlg at 8b oc.. ( ,2) per t 3).Floors,wads,+cellIngs and rafters tD be spaced at i8 kuc w=unless noted : FLOOR FRAMING 5).A mink um of 10�h flasblhg shall be Installed between the building am ledger. �• Ledger to be farstr=r>I W to bulldhg with It?cgs.baits wink washers end nuts : Joist t0 Sal;Top Platte or Glider(Toe tta�t3d} . 4-8d 4_ 1CId per. .St , 4).Unless otherwts@ noted,all bsParfng wall headers to be(2)2x10 't+t3TR.f�aeg. Ft. where needed. 8dd ' tQ- OIStr� eeartrlg watt hw dem to have(2)jack studs and(2)full studs on each side of a1 n9 t i 'ate 2-8d 2-10d BaCfi end , t openings.LVL Madera to i�eanrs(3)jack studs and(2)Atli studs-on each she of 8)•Concreto piers shad be�minimum r above grade: B1oCkEng to Joist(Toe-nk�il�} 2-8d 2- 10d each end openfrga eeartre�wan window sits span also rave(2)window alp prates for Zx�#was Bloddng to Sm Or Top P'ia!e;�i'oe-naffed} 3 - 16d 4- 16d each block , send n fl end BOO and 24 wall openings bettwsm 511 and 8'9.PwAde fire �glr�8�f°�� ith�and a�citors. Ex�ctti ,idst siml aL�o be arat�r8d r$�f t?898�1 �BE iK ; 3- 16d 4- 1Sd @dC�1 jttiSt � ng Jow on Wgerto Beene(Th64miled) 3-8d 3-10d r' i 5).Mush to beanstaiied w�heavy� ��aW 4 Caved Roofs be assembled and anftmd Ike Same manner as a typical building. Band Joist to Joist(Endl-flaiK 3- 16d 4- 1� r' i s whereat able m a�eonr tirsg lei- PLUMBING NOTES Band Joist to Sill or Top M46 o sMed 2- 16d 1 3- 16d 1 = perms :�' . ) { � { ) pe foot 6).DoUW up f orp'asts endear wafts Mat run parallel to the hoot joist�under�. ll .Al waW supply,drth:�and ver tg to be hmtaW as Mom to have cwarinlc tie Nerd shag be veMW for proper load capa*unless noted �Constr xbon Codes. per N.Y.S.Residential ROOF SHEATHING t on plans. Shictint Panels(See INo*4,5 and 6) 2}.Verify s+ c exy�aen wiftt the Ersgfnetor-tor Surllblk Courtly i�t mil. 1�Zone Sd 1Qd 6"edge/12"field 7}.Prv�vida blodsl glbridgtng in faw jofs�s at e0 o.Q.Use eo1d bfoddng In floor jolsts n under ep beaering walls. t3).if when studs,ptet�ea a are cut out during atfors for any#=MV retated work, Perimeter ?.tfrZe € 8d 10d G" edge I f Reid _ PvAde - .10 and seftm the Shirt:re.V6*wrh fhe Gable End Rabe with uP to Rake Oir�hang 10d 6"edge 16"field 8).Provide� at Sava veers between rafters.install draft Mocking as sW..e code and mlarr�'s r+eoomrrmidatk n for maximum hole and , n®eder3. �AG S� CEILING SHEATHING STEM NOTES 9).UrIess Otherwsiere seabed,a rOct48 and waifs# haves a rrtrnrrrttRrt 112"#hick,4-pty err t 1),Mechanical seoheartCar ar tS resporrsrbie for 8 GYPSUM Wallboard : 'Sd tXIOI@r5 5d tX3ol@f5 7"+8d /1 Q' field CDX ext+edar wing grade per•Pkvmod to cover over plates and headers. I dhearkV to off apprrcatio codes and safety go r+eaulrenr@rrla. WALL SHEATHING I 10). Unteess c�rwyise noted use 3/4"dlldc TSG P'T5 Flr or Advrtni'e�ch plywood st�floor 2).NYAC is too fully coordinate>a� � data �- with the � StfUdiulral Pine See NjOfe3�, 2, Btld 3 � REVISIONS edtier8d wt#h PtAIQO adhesive and acxewed to f or jdsts.RnIsI>ed floor to be lnslaNed � ) 'IOd 6-edge 1120 W I overt"brow as Peer manubdurre's Inshftons. egelfpw t sue' � ! 0411 orzo24 i 11).All b�malls to trm 1 rP thick auoWur"esfstant$heetrvc Garage:weft 3}.HVAc subcarr�dor• P Ar> layout arawing and submit to Gerd 5d coolers 5d eoohn P edge l 10'field xwxxncxxx callings and over twmaeeto have Sf8'''thick �and owner for r�ai revlarw arxi approval. typ�x shetitrodc.All other parts of fxuNdfrig _ Wallboard tD haves feWlar'i17 d ee3nodc.Alt%WW f be Wed and tfnMW. - W - ELECTRICAL -NOTES. FLOOR SHEATHING 12).All root w�th at pitch less then 4:12 shad be Installed with an Ice&Water barrier or l ll .All @legal too be�d as per N.Y.S.ResidanfM Construc don Cade. Sir kAural Panels # approved equal.Flat roots shall be applied with a Fberglas Lase sheet wee an EPDM torch down type nnaterlat over. 2).M�work sw be a arrfIndl Underw ttor. 1'of less 8d 10d 112'#talc by 13).All 01 plates v and wood In ca tact wfth aaxxete to be tested.Sol ens to 3 . Trull Smoke _ � : General E OF �a t ) debtors and Cwbvn�detfans ftmgtuwt as per racoon R31 r , (1) Narmg: ulr�emel�s I af�e,based on vrall sheathing nailed 6'w-center at the panel edge. Altemafe nalling schedules shall s�P� be Installed w11h a foam sM gwOmt and cop-r�-tex termite sf>M oraMmvW elf. of N Y.S. ResiderM Constructn Code. � �o �o be geed rye w d shs�hfr g na' ng to f�educed. For example,F d=thing is nailed 3 incites oa mter at the panel edge ' ©Q �� Notes to ob#a~ shear its,nallil�g regtJirements for sit�l melnbet^s shalt be dxi, or alt$mate cofltors shall be used to mafrtt in bad3 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (2) For vat 4 sht=At b �ithinf4 feet Of ft corners,the ft�ur fit edge zone sttadiment riequfremmft shall be used. ^u4 ` I (3)Tabulated '12 Inch o.cc.nail spat�g�am nee wall sl�attached to stud flaming members with 0.42<G<0.49. Ground Snow }tfVind Seismic ea frost lane Termite� Decay 3 Winter Ce Barrier I . . ` Y Flood Hazards f (4) for roof teathing�ni 4 feet of the perimeter edge of the roof. Inducing 4 feet ai each side of the loaf peak,the 4 toot Load S l Depth Design nderlayrment i perimeter tone attachment re shall be,,,used. t T@fti tired = _ (5�Tebati �f2 o.{C.Ill li.Sp$Q '�Efa:�C �w! �tth�rl�Etbld to rafter tr�SS fi$rllrg fn��{kith v��l.4g.1`or� I PROJ.NO.: 20241 DATE: 01N4/2024 DWG.BY: DM PAGE: 1 of 25 psf 140 mph 8 Severe 36 in. Moderate Slight to 15*F Yes I training members with<t04�<G<0.49,the nail spacing shall be reduced to a kx�tes o.c. ®MADCO 2024 to Heavy Moderate I � i (6) Fo rvAnd speeds'gre�fer than '130 Mph;bbci ft Is required vAft transfers shear bad to two add fal rafters (3 rafters In (7) For exterior pant sldrhg,!9dnn1z0d box nabs shall be PennftDd to be substlhbd fbr common nails. in i i PMA 226 East 2nd Street .. _... .. . ....,,_... w♦. _. . . ...;_...__..._. , ... New York, NY 10009 CONSTRUCTION t TA LS +c V IND LOAD PATH CONNECTION DETAILS #ND� RESISTANT CONSTRUCTION CONNECTORS CONNECT A►4�N: PART NUMBS:" fl 625 Park Avenue RIC -,t,�J -R�+�if..�L`RS , ,A Mattituck, NY 11956 PAIR RA RAFTER RT220_ AMY T0--EACH 4AFTER. �, RAF` -TD -P = �.ATE: RT15� APPLY` TO EACH RAFTER fIX19CHM RAF u ITN S M14� C'ON F RAFM „ P A:' _ SPTN4 APPLY U At " ` ND. 1L M 1 ST : Kt fiTA OR KSTAW APPLY TC} HEADER 40 JACK. STL# 3 LSTA12 APPLY TO CH JAW .-MD KEY PLAN AND LEGEND CRiPp'!:£ 'STUD'." �. RT3 CAR RT7 APPLY TO P � RD M N ME : SHEAR ALL �t"�v ANC�t{ APPLY TO 1ST. N -'��LL. PL•A"f STA36 r " RSi --R 'IAP l � C3 u. ►" "E 1 ' wri"u'ic v..•w vi...i T �.� TO lwvs ill +or' . *Y f W . AND TM 2 OTHMMUM , I&LP.a-c�111�A_"A M4 AM " ;,:mom► .x. �� 4� CUM nAlWrg TOP MATS MAX FASM VM(2) ied -' TOP PL AM CO- ' LA' Y ot WALL SM SM AL + aY�T MM1Y1 uihr'aiw.d • ,FLOWY tiiMML , • • f i." MW ,. F TOP fUTM ' t ., i _ ' FLOM WAM . ; _+.,tW •'ais"+§i• i+w«sw.« .m` .i....aww+.www. I'M FLOOR WALL STOD REVISIONS XX/XX/XXXX WALLWO WALL ' XX/XX/XXXX 4t FlAllE coil MATE ' ElATHTU3 FLOOR 4 MATE t a ap Gener J CD �ANote1�T11%mm ,r PROJ. NO.: 20241 DATE: 01/14/2024 DWG. BY: DM PAGE: 1 of ©MADCO 2024 0 CO) 7��M' In a i W . .. ` TI i ..�.._ M .. ,_ _ ... _... 226 East 2nd Street DECK & PORCH CONSTRUCTION DEOpp-D LOAD PATH CONNECTION DETAILS : 1NNECTI : L CA110N PART NUMBER R T s New York, NY 10009 a-, USE ,. T « ,.. - - t N P i '# T .4 JQ 1 44 P 44 44 �, H 625 Park xt£ `POST: TO tR • R DER BSss PBSEfi6 KC66 SE ONE TYPE - A H POST a Avenue Mattituck, NY 11956 RAF TER I N =T1 TM M Al H 1 . T A1F ER TQ LEQGER BOARD TMU26 OR MPA1 SE ON EACH RAFTER. `MPA1 USE ONLY RAFTE pp � E t` j u'SE THE FOLLOWINGAPPRbVEp LISP METAL CONNECTORS FOR PROPER WIND RESISTANT CflWSRUCTli3nt.• LEDGE FA_ FOLLOW MANUFACTURES RECOWhIDED INSTALLATION INSTRUCTIONS 34 ACH1E1lF MAXIMuM UPLIFT LOAD WACITY. RIDGE z ICE ADE Nwftd RAFT � ► KEY PLAN AND LEGEND ROOF NAM3 T R❑ M N ME CtEICktAlb ' EARNCTION RAFTED yA � NCfiI N T ! A IV S•1d 6-1tRAPPING ETYPI S 241 2 0 � � STAIR TREA i 2->� 3M1 fi i 1l std WAIL FPAM C71 RDER /H E ADE-R- 2-1 \ll M -B RIOAR, POST-0TOP p sIt � - i �•+ VAA b 4" 2-11W 2-1U 2f= -R � �m4e 10 led STRINGER' a ° RIM/DECK JCI Topes I fa 3.14 -• � 0 STRINGED o CK I ORc a II`JI E T ON �) CTiON b , 8!va,fi Emd or - 2-115 (1,2) FL=S A "' C P T T K P R H NN TION Top or Too } 4=ed . 4-i0d 2� 2.iOd fb crTap (To" 3-10d 4.10d +fit tic jobtdntr b Bm(Tog. 3-ed 3-' GIRDER/HEADER bpi 3"1l' a�- j ° GIRDER/HEAD ROOFTHPS POST/COL.0 N1 i0d � POST CC}LU : ... Ira:, fr lod GIRDER/HEAD i GIRD R HEAD R T- POST/COLUMN tiNN CTION 1R R A R T P T M CTION T T IR R 1 r1 -A R T10d 15d '� �"� FSWATMO 1"+arid 8d 14d 5 blodaKt!�t or .oa GIRDER ..1 4 art off* >t t�r�bot II i ,n b bed. • : � POST �r - �� �►� �►� �, u . . ac 4 icon oil trs 4 �"t ttri r `ot1l tom[ ,1hor.�# t WOOD JOI }} M i �j M •A • a i f W .,nY.1► j� �,�,, y+• ft k �, 1 GIRDER/HEAD S I , CONCRETE PIE •. >' 12 x12 42" CONCRETE FCCT V "� , y „ s s � 1�VC t D J M� p b�c e5delt* iQbo tar {A DECK AND COVERED PORCH #COTES. P�T(� FO(�TII CONNEGTfON ! 3 v t s A 1 REVISIONS r �DIST 'FRAMING FLUSH— aW1TN G1# ER I`IEADER A�i anda> bba � �er mot. XX/XX/XXXX IR R T N R fi ' PI R N fiI ON I�rrrb or fi +rl �Oatorprle salt+ : XX/XX/XXXX I +dn S atr 9.ba , Nei mule* CLIMATIC AND GEC3C tWH1d bESIIG: N CAMERIA tib �,S 11r%=xr� �r�Vi!Mn Fio!g Ui.� 1�e1.'fiti �". 1�t�+ i'i Deep _FbW 4'F i Vi^'i iRA#Xl % R a I - od bs 3 A.bohN W%malt i&w f?tt o�Iweb pin f s Spmd LOW 4}Uokjdiftbtal� �lt�4es , �� , General---�IJ F moftomb 4*ftvabI►owe ambaa't MIMIram Not ' n M)aft b bf rigmilivft advd ev* Jfts5Asft*b9VdV • PROJ. NO.: 20241 DATE: 01/14/2024 DWG. BY: DM PAGE: 1 of ©MADCO 2024 i ARN 9. 1 Ef z • 226 East 2nd Street New York, NY 10009 tau - R 0 p E"N I N G WHIM"Doomm"')ORIME" PROT= i .. FOR NALL OP NI N6 PROT �. TI : O 120 MPH 5— ECeON�? I N 6UST'5 625 Park Avenue I Mattituck, NY 11956 { MAXIMUM MEAN ROOF H I HT: 55 9 I • S #CC#'WATtR 5MAD TO eC M�':T. DR 2" TOP' !AA 24 i�c�tv1��CX�I` A S, H U T E"*lu 1' A*S Sm' EMBLY •,• £ R T' 'tT TOP LAP UNC1RtAY�' ,5 Ltd I n c I , '`"' • " ACCN�K3 RAKE A"SA;fTL e 1` FOR PANEL SPANS: 0 < 4'0 I�+III�E SPAN I � � ! __ � WOOD , tl� ti ♦ ,. tGK KEY PLAN AND LEGEND 2:3i32" {S/4") APA SPAN-IAT 48/24 S►IwIEATHiN6s# r7E PLY I ,, �� �� � } (OVERLAP ARMND OPENIN&S 4") 1 1 � I .. . R❑ M N ME op MUAL ASSEMBLYt • - DK ATTACoHIN& STRUGMRAL PANEL : FASTEN TO DUILDIN(Sp ►N/ #1+2x5" {wt/ AM (9A LVINIZW OR STAINLESS 5TEEL t�i� SGREI�I � Ida" C?.G. Y47 �3T� � of; 5MlNf� t�LFQ ALTERNATIVE IVE 'FASTENM T=OR SHUTTER TO "'t.�ILVI3 = I 010 TEE NV S ATTACoH "? TI O SL . wl 10xl 1/2 ;W KAS ) MARINE BOLT 0 12" O.G. �- " i STARS' THIRD COUR5C 5'TART$ OlD '�. WITH FULL STFtP COO WR#H rum rIRST TAB STRtP' t►.'4 RL15 112 TA15 is SUM,Rath A WOOM Of:StX IFAMiNM 022 SWW-� SUM BE tl X 12 GAUGE sNAM n CALVAm KUM :1r/' lit. 3/6 nIAf RM do TYPICAL AgjpR&T ROOF' SHIN DETAIL 400 • L.TIt`'L.I SEAT#CAN I I 1/4 THICK SOL.TS 0 ;2 0G I # . or 11 11 I I I I 11 11 I I I I I I ---- _+ice:; .. - .. .. .. ..-_..,_.._.._. _-...._. _ •.� -;1 •.W.'A" .. { . :'' tatli L :RAC• fRIcATH948 r trtt�ii►1• VOUSLtr TOP MATE- TO 'RAtLW Mag COMIC COMMON I I I I?At-TeR :,:,.. *HUI E"OR 1%*wtMBLYI I I I I I u.T.S►. ..f.f•t9IN:•N.HY,INAf• /IMf, H. ff.hfNlp MfN Ill 11, 910 FOR PANEL SPANS;41 CAR; Yi117ER "AEI I � 23 2" APA SPAN-RATED 40/24 5HEATHIN6 6RADE ((air LAP AROUND OPENI� �•") I I 2x4 STRON(S-BACK ,#► At Ht1R = MAx I I Y I A WALL Zx BLOCKING $14 04 ASSOW ..'Ya1t 6TtttX,C0 j9UV 4 1). P ,.A IMMBLE P`L»'YNOOP 't O 2x�4`5z 4f IOx9" 04/ KASI ) c�aALVINI"1' D OR cu�T - t f a _ TO 40t a PLAT Er A LADI�#� "L+�3t�L" : 3TA1NL. ...aS STEEL 104000 5G} .EY +� 12 t .G 1+�" ��.rt~ •��se zt a�4 .OLOCKtN6 0 ?ANC. 2�. ATTA��GHINcS STR COTURIAL PANEL% FASTEN Tt7 �3UILn19�t5 k/ � �?t,�f'N ►M i�Atr '� r t�.C1117 #IOX5" (rat/ KA&feR;5) &AL.VANIZW OR STAINLESS 5TEEL � 24 tu.r�,E..pt�rVtt r�R��utt� Y'000 sGREY4 0 lb" 040. NO WAILIWO it--WALL MAT91148 AL.TERWNTIVE PAST LNER FOR, SHUTTER TO SUILDINOt ? FOR WXeD-I1I.VAM PE-R COOL 010 TEE NUTS ATTA w ' 0 SL E*. rq/ #(Ox! 1/2 { W/ INAS ERS) MACHINE; E30L.T 0 12' 04 3 ;; ,f.•-W�IC�ING � REVISIONS 141614 IAKE- xwxx/xxxx Qmol?rw by LOMOLJT14� A SALL 004 ME— xx/xx/xxxx PROTwrioN i5 RE iRev rofzz ALL &LAzw ,AihM' , IN AC4ORDAIoE WITH LARSE M1551L.E TMT F . . I rASTM E 14016 AND Or- AS►'i11M 1606. OONTRAiGTOR MAY ICE KXV STRUICMRAL PANELS IN LIEU Or THE ,A 1lE MENTIONED KNL7OM. PANELS TO 15E PR OUT TO PIT OVM YVI VON3 KTIri � HAROj^lARE MOVIVIED. FASTENERS TO M iVESI&NEO TO AL.I&N HITH 10000N .lAGK POSTS , HEAVER + SILL PLATE. � General PANELS TO M MAINTAIN ON SITE. LASEI,. LOOATION5 ON EACH PANEL. Not ,, , 1 W" , .................... ; . PROJ. NO.: 20241 DATE: 01/14/2024 DWG. BY: DM PAGE: 1 of ©MADCO 2024 1 I *ALL EXTERIOR WINDOWS/DOORS TO BE ANDERSO►N 400 SERIES OR EQUAL In 411 l c s WINDOW SCHEDULE DOUR SCHEDULE \1EWT T4eu V•+�`WF .... ._ WINDOW # TYPE LOCATION REMARKS DOOR # SIZE TYPE THRESHOLD LOCATI❑N REMARKS 226 East 2nd Street WO1 BB DINING ROOM 2 GANG 1 8' X 4'-0' A METAL ENTRY 2 SIDE LITES New York, NY 10009 W02 CC BUTLER PANTRY 2 8' X 2'-2' C N/A ENTRY ----- r,. W03 CC KITCHEN 3 GANG 3 8' X 2'-2' C N/A ENTRY l ! E " I '`-- W04 GG LAUNDRY 3 GANG 4 8' X 6'-0' F WOOD DINING ROOM POCKET I W05 DD MUDR❑OM 4 GANG 5 8' X 2'-2' C STONE PWDR ROOM POCKET 625 Park Avenue / 1 n t W06 AA-TEMPERED LIVING ROOM 4 GANG 6 8' X 3'-0' C N/A ENTRY Ir; W07 AA-TEMPERED LIVING ROOM 2' GANG/CUSTOM 7 8' X 2'-6' C N/A BUTLER PANTRY POCKET Mattituck, NY 11956 I ib � W❑8 BB GUEST ROOM 1 8 8' X 2'-6' C N/A BUTLER PANTRY POCKET + I.jC j t^tc-` i I W❑9 BB GUEST ROOM 1 9 8' X 2'-6' C N/A PANTRY 1 I f �. , POCKET € W10 BB GUEST ROOM 1 10 7' X 2'-6' C N/A LAUNDRY PL_..,. Wil BB GUEST BATH 1 11 7' X 3'-0' B METAL MUDROOM W/ SCREENDOOR I _ ;yi 0f { 14 ry" �ilL� ?j� � I W12 BB DINING ROOM 3 GANG 12 8' X 6'-0' D METAL LIVING ROOM W/ SCREENDO❑R K W13 FF KITCHEN 3 GANG 13 8' X 6'-0' E METAL LIVING ROOM SLIDING _ W14 EE GUEST BATH 2 2 GANG 14 8' X 2'-6' C N/A LIVING ROOM 3++ .�- #�/ ► 3n W15 EE GUEST ROOM 2 4 GANG 15 8' X 2'-6' C N/A GUEST ROOM 1 W16 CC GUEST ROOM 2 16 8� X 2�-6, C N/A GUEST ROOM 1 i Ott + ,�,r E /•L �Z I �iy W17 BB CORRID❑R 2 GANG 17 8 X 2 -6 C STONE GUEST BATH 1 KEY PLAN AND LEGEND I lrz+' I W18 BB GUEST ROOM 3 18 7' X 2'-6' C N/A GUEST ROOM 2 Lot hiuJ � -© � W19 BB GUEST ROOM 3 19 7' X 2'-2' C N/A GUEST ROOM 2 R❑ M N ME W20 BB GUEST ROOM 3 20 7' X 2'-6' C STONE GUEST BATH 2 W21 BB GUEST BATH 3 21 7' X 4'-0' C N/A GUEST ROOM 2 SLIDING Tb W22 BB OFFICE 22 7' X 2'-6' C N/A GUEST ROOM 3 co 2 ell W23 BB PRIMARY BDRM 3 GANG 23 7' X 2'-2' C N/A GUEST ROOM 3 POCKET _ ��..�. _ W24 BB PRIMARY BDRM 2 GANG 24 7' X 2'-2' C STONE GUEST BATH 3 POCKET t, / ►1- �JGr � s W25 CC PRIMARY BATH 25 7' X 2'-2' C N/A C❑RRIDOR 4 t W26 SKYLIGHT A C❑RRIDOR 30 X 36 26 7' X 2'-6' C N/A ❑FFICE W27 SKYLIGHT A C❑RRID❑R 30 X 36 27 7' X 2'-6' C N/A PRIMARY BDRM W28 SKYLIGHT B KITCHEN 16 X 48 28 7' X 2'-2' C N/A PRIMARY BDRM POCKET W29 SKYLIGHT B KITCHEN 16 X 48 29 7' X 2'-6' C N/A PRIMARY BATH �ylt . W30 SKYLIGHT B KITCHEN 16 X 48 30 7' X 4'-0' BILC❑ N/A BASEMENT W31 DD BASEMENT EGRESS 26X46 IIN 31 8' X 3'-0" 0 SCREEN PORCH MOT M �XALam. OPCA3678 MJDH3028 MJDH3020 MJPCA2848 MJPCA4040 MJPCA3032 MJPCA2828 WINDOW TYPE C�> <M> (a => GG — 4'-0" —* �I`— 4'-O a — �IL- 3'-0" -4- 4- 3'-0" -4- 4 2'-2" - ' 2'-6" 4 2'-8" )`- 6'-0` 6 a �` 6'-0" 4- 3'-0" -*- 3'-0' 4- 2'-8' J- 4 2`-6' 4 2'-2' --7 Ll DOOR TYPE CA C C O O O REVISIONS XX/XX/XXXX XX/XX/xxxx Plumbi - ��° «E�-r DEN J CpN 0� Riser /y Sche Ll �.iSIONP PROJ.NO.: 20241 DATE: 01/14/2024 DWG.BY: DM PAGE 1 of 0 MADCO 2024 i UD 226 East 2nd Street New York, NY 10009 1 2 3 4 625 Park Avenue Mattituck, NY 11956 I I I I I I jl j I — -- — --- --------- KEY PLAN AND LEGEND I R❑ MNME I I I I I I I I W31 I I I � I I a I I °D SD c® I I o 00 I ® , 4' 0' 4' 0'rFF I I I I I ® I I I t0 a I I o � I I I I ® 15'-0' 15'-0' 15'-0' I I —i — — — — — — — — — — — — — — — — I I UP I R15 I ao I i CC) � I I ( SD l�J� �----------- ------ — — — — — — — — — — — — — I I UP R14 N I I I v — — — — — — — — — — — — — — — — — REVISIONS I I XX/XX/XXXX I I I I I XXna/XXXX I I a I I � II i II I I Basement --------- ————————— --------- ��OFtgEk� 3.Plan �� ��`\:n C-a�Q O�� J ._ 4 PROJ.NO.: 20241 DATE 01/14/2024 DWG.BY: DM PAGE: 1 of ®MADCO 2024 , i UC) 226 East 2nd Street New York, NY 10009 1 T 3 4 625 Park Avenue 60- 8- Mattituck, NY 11956 14'-8' 45'-0' 15'-0' 15'-0' 15'-0' 31 I I -- KEY PLAN AND LEGEND CS) 11 S R❑ M N ME 70 7'-2 6 W w✓os MUD RM Iwo4 0% LAU JiRY D I I 10 I W06 O-- — — — — — — — — — 12 i - o RANGE 1 70 c� 291-5' o W07 I 14'-6' ao I I 1 — I i 1 i I I ; I ; Dw CD LIVI G KI TCI EN ; wo3 I I I I I I I I I - � 01) I III L_J L_J L_J i I I I I I I I i I I v `O I I I I (U CD SCREENJ REF sD PORCH SD ______________________ O I '_ I I KITCHEN 014 4 2,� = P � PANTRY ' I 6'-6 ' R18 � BUTLER U 0 , 11PANTRY zo woe 6D I 1S I DI T-4' O 4'-0 4'-0' R1 = SD — S 908 ' 8'-5' 14'-5' i r, I GUEST ; '-2' �, 3o ROOM 1 I ENTRY ® ! DINIcu NG wol G W09 o A I 6 -o' °D i 0 O W10 11131 14 W12 REVISIONS XX/XX/XXXX I I ( I XX/XX/XXXX i 0 iT Ground Fl. 13 13 13 13 Partition a� r��y �N J. Cps, ., 0 Plan �n;;`"�,� _ w JJI PROD.NO.: 20241 DATE: 1/14 4 DWG.BY: DM PAGE: 1 of ©MADCO 2024 i i 226 East 2nd Street New York, NY 10009 1 2 3 4 45'-0' 625 Park Avenue Mattituck, NY 11956 15'-0' 15'-0' 15'-0' KEY PLAN AND LEGEND R❑ MNME I I I I (oo — — — — — — — — — — I \ \ I I I I W30 W29 28 ' W 15 PEW To o I 21 s 3'-2' 4 15'-0' I W13 n 7 -0 GUEST sD GUEST / SKYLIGHT \ //1T GUEST 2 I ® BATH 2 ABOVE r"04 OE I o PRIMARY 1° - BATH o W 17 p ' o i m C R I ❑ SKYLIGHT SKYLIGHTABOVEQ, 2 , •/� C® ABOVE ® ABOVEOD of M 27'-0' 6'-6' ® 10'-0' SD SD SD C � Q11 SD 4'-0' —� W 18 I GUEST I ❑FFICE N I P BDZD RM Y CID R❑❑M 3 N G W19 B 12'-0' '-6' 8'-6' 16'-10' i 20 W DD 0 23 REVISIONS XX/XX/XXXX I I ( I XX/XX/XXXX 217E 0F fm'Ffy,y iti ■ 5 � J. cori Part Plan 0516" PROJ.NO.: 20241 DATE 01/142024 DWG.BY: DM PAGE: 1 of ©MADCO 2024 \Vj 226 East 2nd Street New York, NY 10009 1 2 3 4 625 Park Avenue Mattituck, NY 11956 ---- -------------- KEY PLAN AND LEGEND R❑ M N ME II II II II ———— -----_——— ---- --- - --- — _ ————— —————— —————-- I — — — I I I I I I I I I I I I I I II I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I — — — — I ------------------- _----- _-----_---- -_ —_-----_---- -=-- I — — — REVISIONS XX/XX/XXXX XX/XX/XXXX Roof P.lap J i . S T f S PROJ. NO.: 20241 DATE: 01/14/2024 DWG. BY: DM PAGE: 1 of ©MADCO 2024 Ina jq a 'P9 I r" ARM LLJ) 226 East 2nd Street New York, NY 10009 �Z `4 625 Park Avenue I Nlattituck, NY 11956 1 I I I I I zo 1 I I I I I I i 1 I II I I I I I I I I 1 I I I UPCA4040 PCA4040 PCA4040NUPCA4040 WUPCA4040 MJPCA4040 I 1 I I I I 0 4 � I L7� I I KEY PLAN AND LEGEND - I N N ROMNME - o `� I o O O I I I O OI ! I v q i UPCA284 0 FW 90 ! 0 �tdjL:AZ3J678 JL:JLCA3dj PCA3678 L=� J[ I — - f I I I I I I I I 1 SOUTH ELEVATION 2 NORTH ELEVATION A200 3/16"=1'-0" co ! I I I I I I I I I I I I I I I I I I t I I I I I 1 I I I I I I I I I l l I I I I I I I I 1 I I I 1 i i I 4 1 I I I I I I I I I I {l I I I I i I o I I ! ! I I I I I I I I I 1 0 Ln N ! ! I UPCA303 PCA303 PCA303 'v I I I I I I I 1 I I I { ! C? I I I PCA282 1PCA282 'PCA282 c PCA28 UPCA284 UPCA28 UPCA284 ' PCA3678 WUPCA3678 I I I I i I I I o I - f I i I 1 1 1 REVISIONS I I I I XX/xx/xxxx _ xx/xx/xxxx 3 WEST ELEVATION 4 EAST ELEVATIION A200 3/16"=1'-0" A200 3/16"=1'-0" n sl.�I' �f ev - PROJ. NO.: 20241 DATE: 01/14/2024 DWG. BY: DM PAGE: 1 of @ MADCO 2024 i 6'-6" T-0" t l l T-0" 11'-8" T 8'-0" 8'-0" 8'-0" 1'-4" 15'-0" ening + + 20 2" See Size Window of Window - - - - - - - - - - - - - -1 Sill of Window No Higher Than 4 "Above Slab I I— Foundation Notes: The contractor is to verify all measurements in the field and any - _ 1 3.-0» i o o discrepancies are to be brought to the Engineer prior to ? o, 1 q ( 1 I a, construction. + o0 I co 30'-0" i 7,-4" ( L — J 1 -All concrete 3,500 psi after 28 days;minimum. 1 ^— — 2-All rebar ASTM A-615 Grade 60. + l 8" all r 3-Footings are to be installed on undiisturbed virgin soil.The + 7,- " I _ _ — 1 bottoms of all footings are to be installed a minimum of 3'below 1 - - - - - - - - - - - - - - �:m Jf- -� grade unless indicated otherwise. eam Pocket 2'x 2' x 12" 4-Rebar installed along the top of the foundation walls without Pocket windows are to be installed 10"below the top of the foundation wall. _ I I Footing e/w I i No.S Rebar 1 1 Rebar installed along the top of foundation walls with windows are co 1 I 17"OC E/W I I to be installed 3 below the bottom of tthe window opening_ ._ --� r — -� — I I 5-All snap off form ties are to be removed and remaining openings + - - - 10" I I ( I 1 1 are to be sealed/grouted. i �[ I- I I 6-The foundation contractor shall coordinate with the plumbing and I I ( I I I ( I electrical contractors relative to installation of sleeves and other N - penetrations prior to pouring concrete. I I \4'x 4'x4' x12" 4' x 12" 1 1 7- Install isolation joints along foundation walls and at column and - - - - - - - � + i Footing e/w 1 I other floor penetrations. Footing e/w No.5 Rebar 1 I 3No.5 Rebar OC EMI 13"OC E/W i i 8- Installed contraction joints in the celllar floor slab every 18' I ( minimum. I I �,� I 1 A 9-Foundation excavation is not to be back filled prior to the installation of the floor framing. +— 1 I 10-Backfill along foundation walls is to be clean material and is to + 1 1 1 1 I I I I ( be mechanically compacted in 6"lifts to 95%of maximum dry density. N I I _ \-JF00ting 5-6"x 5-6"x 12"b-i �` I Footing e/wI -6'x 6' x 12" � - - — � No.S Rebar e/w 14"OC E/W I ( o + No.5 Rebar ' —T-4" + 7��q» 1 ao 13"OC EMI 1 C? in I I I I 1 I I I 1 I I I 8"0Anchor Botts 25" 2x6 studs 16"OC • +9J. 1 (5'x5'x12"3» OC in 8'End Zones 29 TJI 360111.875 FJ I 1 I -44— L — — — — L — — — — J Footing e/w ( 1 OC in Interior Zones 16"OC — No.5 Rebar 1 1 I + 5'x5'x12" + 13"OCE/W 1 I r — — — 1 _ Footing e/w —14'-3 3" 1 cn�lco _ No.5 Rebar 16 13"OC EfW ( I Grad 1 1 - - - -� 15' 163. I I I I . 2 - I ( Bea Pocket Beam Pock ( )No. 5 ebar See I Not 4 2» I L - - - - - - - - - - - - \— /HSS5X5XV2 - - - -45-8 1214"X14"X4" 's Base Plate14" 5"OSimpson TITENnchor Bolts - Expan on Joint and T-6" 7-6" T-6" T-6" `r Joint S aler 00 PSI Non2" ink Grout x6- 1.4x1.4 WWM 4"Poured Concrete Slab 4"Steel Bane Plate destal i" '..K-" _ s., `i•.- •tin:. d 'd` -° . a < i_i 3,�2^(ly' l•,iy .{!Y.✓-r::.17..'.i.::• �`�OF NE AF m e w d e dCO N - Foundation Plan .�� 0 Scale: 1/4"=1'-0" 3" 24" "Compactable Base Material 3» 10 Mil Polyethylene Vapor Retarder !r cr ,See tans � 3" (3) No. 5 Rebar 84 No. 5 Rebar A Foundation Cross Section sioNP`' Scale Y"=1'-0" See Plans CC Isolated Footin Detail SCALE: 1"= 1'-0" Scale: 1/4" = 1'-0' Condon Engineering, P.C. Plans are prepared by Condon Engineering,P.C. it is a violation of the New Yak State Education 625 Park Ave n u e Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC Professional Engineer,Architect,or Land Surveyor,to after any item in anyway.If an iBern bearing 1755 Sigsbee Road M attituck New York the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation'Aftered by'followed by his/her Mattituck, New York 11952 Date : 4-13-2024 signature and the date of such afterations,and a specific description of the alteration. (631) 298-1986 i i Framing Notes: The contractor is to verify all measurements in the field and any discrepancies are to be brought to the HSS 5;X 5 X 2 (2)2 x 8 MCQ attention of the Engineer prior to construction. 5"0 Simpson TITEN -- ------ Anchor Bolt (2)2 x 10 MC Ledger Board Wood Framing 2 x 8 MCQ FJ Screwed into oundation Wall 16"OC 314"Steel Base Plate 16"OC 1. All lumber is to be No. 2.or better Douglas Fir Larch (N)with the following minimum specifications: 2 2 CQ 3 2x81MCQ - - - - - - - - - - - - - - -I Fb=825 psi Fv=95 psi - -1 Fc perp=625 psi I ( Egress Window I - E= 1,600,000 psi Sill No More Than 44" r I I00 ( ( Above Floor Slab I 1 0 2. All Parallam(PSL) Lumber is to have the following minimum specifications:92w i i" � 1 � 2 CO I I I 3,-0w I GO 3" I I X (2)2 x 10 MCQ Ledger Board ( ( I ( 1 I Fb=2,900 psi 2 x 8 MCQ FJ I N Screwed into Foundation Wall 16"OC ( 1 L - --� Fv=290 psi I rl 01 - w � I -�� U 16 C (2)2 x 10 MCQ I Fc perp=750 psi i � I ( (--- - - E=2,000,000 psi Ledger Board - - 1 r - Z - - - - - - - - - - - - - - - - - - - - Screwed int f- - - - - - - - - - - 3. 3.All Microllam(LVL) Lumber is to have the following minimum specifications: 2" n Foundation I --$$'--- x Wall 16"OC 13.5 x 11.875 PSI _ �- - - - - v i ( Fv=285 psi Column Detail ( 2'x2' x12" 1 I Fc perp=750 psi I I C I I I ( 1 Footing e/w I I E= 1,900,000 psi Scale. 1"=1'-0" I I I No.5 Rebar 1 17"OC EMI I I � (3)2 cor 4. All pressure treated lumber is to be MCQ No.2 or better Southern Yellow Pine.� 1 I - + - � I I ---- - ----- A Fb=975 psi � Fv=90 psi Fc perp=660 psi E= 1,700,000 psi I I (I L - � - J L - � - J� I I 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in L N I x l I I accordance with the manufacturer's specifications.-� I I 2 x 8 MCQ x TJI 360 111.875 FJ$ 1 - "OC 1 6. All TJIs are to be installed in accordance with the manufacturer's specifications and shall include 16"OC 16 I 1 i squash blocking and web stiffeners at bearing points on girders and other load bearing areas. 1 I I � 7. All straps, connectors, plates, bolts, nails, etc.are to be galvanized or stainless steel. Designated U I 1 1.75 x 11.875 LVL e/w 2 0.5 FP I connectors, strap etc.on these drawings are made by Simpson unless indicated otherwise.All ( ) ( ( connectors, straps etc.are to be nailed/bolted in accordance with the manufacturer's specifications. .25 x 11.875 PSL 1 ( 1 1 1 (3) 1.75 x 11.875 LVL e/w(2)0.5 FP I I -_ _-_-_ 8. All floor sheathing is to be 23/2 inch AC type plywood,tongue and groove,with an APA span rating v (2)2 x 10 MCAd , I I _ + 1 of 48/24. Floor sheathing shall be glued and screwed tar'the floor joists(6"O.C.edges and 12" Ledger Boar1 (3) 1.75 x 11.875 LVL e/w(2)0.5�P 7 x 11.875 PSL I 1 I 1 O.C. field ). Screwed int � I I I I ® ® 1 Foundation I ( I I Wall 16"OC c r 1 1 N 1 • I ( I 9. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be nailed with 10d 1 ( I - -J I 1 J I I common nails 6"O.C.edges and 12"O.C.field. I 1 -r - -� 0 1 ® ® T1 I 5.25 x 11.875 PSL 1 10. Solid blocking is to be installed every 8'max or mid Spain of all floor joists with spans exceeding 8'. 1 1 (3) 1.75 x 11.875 LVL e/w � " 5.2..x 11.875 PSL I 11. Double joists are to be installed below parallel walls. 1 I I r - -� r - -I 1 I 1 I f-2 1 I I 1 ( I I 12. Blocking is to be installed at all point load bearing points. E10x22 I I I I I I I _ I 13. Walls are to be framed with 2x6 inch studs spaced 16 inches OC unless indicated otherwise. I 1 1 1 (3) 1.75 x 11.875 LVL e/w(2)0.5 FP ( ( I 1 I I I 1 I ( 14. All bolts nuts and washers are to be hot dipped galvanised. A Section Details r - - - - J I L - -1- - J L - -1- - J Steel Scale 1 - 1 I 1 1 1. All steel is to be ASTM Specification A-992-50 NI I N 1 X 1 I I 2. All steel used in the first floor framing is to be Galvanized in accordance with ASTM Specification ASTM Al 23 I 1 1 I I 3. All bolted connections are to be made with A-325 bolts. I 1 I 1 4. Square/rectangular and circular columns are to be ASTM Specification A500. 1 I I I I I 5. All welded connections are to be done b a certified welder and conform to AWS and AI SC - - - - - - - - - - - - - -1- - - - - - - - - -1 - - - - - - - - - - - - - J I standards. y S - J 6. All weld joints are to use E70XX electrodes. (2)2 x'10 MCQ Ledger Board 7. Steel is to be prime coated. Screwed into Foundation Wall 16"OC 8. Y"web stiffeners are to be installed at all point load bearing points and over all column supports. UU (3)2x8MCQ _ - 9. All columns are to be bolted to steel girders with Y2"bolts and to wood girders with Y2"lag bolts. 0 � X N 10. All girder splices are to be made above columns. /8w 0 Bolts - --- - --- (2)2x8 MCQ (3) 1.75 x 11.875 2.0E LVL " 16" 2Y2" _ 1st Floor Framing Scale: 1/4"=1'-0" i of r1E w r 3%" 2)0.5"A36 Steel Flitch Plates J" R Flitch Plate Details RO Scale 1"= 1' Scale: 1/4" = 1.-0. Condon Engineering, P.C. - Plans are prepared by Condon Engineering,P.C. It is a violation of the New Yak State Education 625 Park Ave n u e AIIINI Law,Article 145,section 7209,for any person unless soling under the direction of a licensed Drawn by : JJC Professanal Eng'meer,Architect,or Land surveyor,to alter any item in arty way.If an item bearing 1755 Sigsbee Road IUlattitUck the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,a , New York Land Surveyor shall affix to the item his/her seal and the notation*Altered by followed by his/her Mattituck, New York 11952 signature and the date of such alterations,and a spedtic description of the alteration. (631) 298-1986 Date : 4-13-2024 Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2018,Pages 149 and 193) Number of Number of Joint Description Common Nails Box Nails Nail Spacing 2x8Hm ROOF NAILING Rafter to Top Plate(roe-nailed) 3-8d 3-8d per rafter Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d per joist U Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5-16d each lap W Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap Collar Tie to Rafter(roe-nailed) 2-10d 2-10d per be x m (2)2 g Bad Blocking to Rafter(roe nailed) 2-8d 2-10d each end cV Scre veintoi VI I S tL ds 16"OC Rim Board to Rafter End Nailed) 2-16d 3-16d each end WALL FRAMING A& ® Top Plate to Top Plate(Face-nailed) 2-16d(1) 2-16d(1) per foot Top Plates at Intersections(Face-nailed) 4-16d 5-16d joists-each side Stud to Stud(Face-nailed) 2-16d 2-16d 24"o.c. 5.25 x 9.5 PSL Hdr (2)2 x 8 Header (( )2 x 8 Header Header to Header(Face-nailed) 16d 16d 16"o.c.along edges RA ME Top or Bottom Plate to Stud(End Nailed) 3-16d 2-40d per stud LL OO ai HSS5X5 X2 o co Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Face-Naled) 2-16d(1,2) 2-16d(1,2) per foot N TJI 560/14 FJ 1 Open Above — FLOOR FRAMING 16"OC ( Joist to Sig,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per joist 1 « - nv Bridging to Joist(Toe-nailed) 2-8d 2-10d each end 2 W12 x 136 �, 1 1 1 1 _ Blocking to Joist(Toe-nailed) 2-8d 2-10d each end �" '� N " S_3 i i i i i � Blocking to Sig or Top Plate(roe-nailed) 3-16d 4-16d each block 1 ; 1 1 1 1 U) Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist 1 1 I Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist Living Dorn A I i 1 1 1 1 1 1 a; Band Joist to Joist(End-nailed) 3-16d 4-16d per joist S-3 1 t L__J L__ __J x Band Joist to Sill or Top Plate(Toe-nailed) 2-16d(1) 3-16d (1) per foot 75 x 4 L L I ROOF SHEATHING U) -' 1 Kitchen 2 x 12 RR 1 °- �r CO) 1 ' 1 Structural Panels(See Notes 4,5 and 6) 16"OC "- -_ 0 S5;5 X 5 X 2 Interior Zone 8d 10d 6'edge!IT field �, I X C) m X i 1 Perimeter Edge Zone 8d 10d 6'edge/6'field co c� o _ 1 r; "' '� _ Gable End Rake with up to 1'Rake Overhang 10d 6 edge 16'field a) co co cx � ( ~ 1 CEILING SHEATHING Cn (2)2 x 12 Ledger Board x ~ I ( KT(2) PA P & Gypsum Wallboard 5d coolers 5d coolers T edge 110"field Screwed into Wall Studs 16"OC pq& D WALL SHEATHING 1 ea er 8 Heade Structural Panels(See Notes 1,2,and 3) 8d 10d 6'edge/12'field P3 5 -------- - V5d coolers 5d coolers 7edge 110"field a No Floor FramingD m Wallboard 2 x 12 RR �* Over Sta rs FLOOR SHEATHING " x 16 OC P Cn 1'or less 8d 10d 6"edge 117 field � U � U / FOR // m = (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Aftemate nailing schedules shall CD coLO 1 LO .- be used where wall sheathing nailing is reduced. For example,9 wall sheathing is nailed 3 inches on-center at the panel edge PA pq to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall P be used to maintain load path. 1 1 (2)For wall sheathing within 4 feet of the comers,the four foot edge zone attachment requirements shall be used. VS1T - (3)Tabulated 12 inch o.c.nail spacing assumes wall sheathing attached to stud framing members with 0.42<G<0.49. 1 1 3.5 x 9.5 PSL Header (4) 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 zone attachment requirements shall be,used. I x v v (5)Tabulated 12 inch o.c.nail spacing assumes roof sheathing attached to rafter/truss framing members with G>0.49.For -_ 0 framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. IM (D co (6)For wind speeds greater than 130 mph,blocking is required which transfers shear load to two additional rafters(3 rafters in Guest Room 1 1 coo total) x � r- M For exterior panel siding,galvanized box nails shall be permitted to be substituted for common pals. Dining Room 1 H 1 c.) F- I I 1 1 I 1 1 .25 x 9.25 PSL A& P A& JP PI II PA& 1 1 3 x 9.5 PSL Header D\ Design Loads: x 8 Hea 3.5 9.5 P L Heade lad ® _ Roof&Attic-Live Load-20 psf -Dead Load-15 psf B \(2)2 x 12 Ledger B mird 1 st&2nd -Live Load-40 psf Window s-4 Screwed into Wall tuds 16"OC -Dead Load-15 psf W tr U rc U 0 0 0 0 -Wind Loads- 135 mph-ASCE-7 x x m MWFRS-Method 2 N N PD\ Post Down ®N Design Criteria- (3)2 x 8 Post From Above& - -'—o-- ----o - -—- - — -_-_- PA& Down " 2020 NYS Residential Code R301.1.1 and utilized the methods and procedures stipulated in Chapter 2 Engineered \\\ ® Design and Chapter 3 Prescriptive Design in the 2018 (2)2 x 12 Ledger Board 2nd Floor Framing American Forest and Paper Association Wood Frame Screwed into Wall Studs 16"OC Scale: 1/4"= 1'-0" Construction Manual(2018 WFCM)for One and Two Family Dwelling Units and ASCE 7. M on Model .119 Simpson Model HU41 _ _ _ _ TJI210 5FJ — - - — r h\ 6"OC 4"Plywood Both Sides of Weg \ W12 x 136-A992 II END OFFSET=0.5 in. OF N � TOP COPE:2 in. x 2.125 in. 12 x 136 BOTTOM COPE:2 in. x 2.125 in. �o�N`,r c�'�o�� 3 5" Plans are prepared by Condon Engineering,P.C. it is a violation or the New York State Education\TJ 16! 14 FJ s OC / 1 2" Law,Article 145,Section 7209,for any person unless aeft under the direction or a licensed �. .,� Professional Architect,or S o- Engineer, Surveyor,to alter arty item in arty way.If.an item bearing ,. the seal of an Ergneer,Architect or Land Surveyor is altered,the altering Engineer,Architect,or _ Land surveyor shall affix to the item Wier seal and ft natation•Altered by"follawved by h'isRrer `OA 051 signature and the date of such alterations,and a specific description of the alteration. — - - - - 12 x 22-A992 S e ct i o i n Detail (4) Bolts (2) Bolts s" 1 52" I 80A325-N-ST 1 1 32 Scale: 1/4" 1'-0' Condon Engineering, P �i Scale: 1/2" =1'-0" s 0 A325-N � I Gage 2 in. 2L3.5x3.5x1/4x61N.-A36 g625 Park Avenue Drawn by : JJC Connection Detail 1755 Sigsbee Road Mattituck, New York Scale: 1"=r-0" Mattituck, New York 11952 Date : 4-13-2024 (631) 298-1986 i 3.5 x 11-875 PSL D I1 1 1 1 1 i 3.5 x 11.875 PSLW 1 17 1 W 0of 1 i .25x9.25PSL N _O I NO NO CO X ( xCO � NN N `' (2)2 x 12 Ledger Board N Q. U I BaQy 1 1 — �1 1 N endow 1 Screwed into Wall Studs 16"OC X c-Oo I I I N N I x N N D N � 1 Ix XI 1 IN rlao 1 c- N N N P P x1 N (2)2 x 12 Ledger Board 5.25 x 9.5 PS Header �' Screwed into Wall Studs 16"OC (2)2 x 8 Header 2)2 2) x 12 2)2 1 p N 00 C77 COAID — -- 2 1 U U (2)1.7 x 11.25 LV a 1)0.5"FP N O uest Bedroom 2 N O A c X � X � S� X �\ N N 1 D D 1 D D 3.5 x 11.875 PSL Of a /P 3.5x11.875P L � U o _ 1 — — — — ———— I 1 1 N i2 2x1 12 2 x 121 CM N N CM O IF 1 u- C) C) U x = x x O� O N D N N SKYLIGHT N x N SIKYLIGHT N X CO CO ^ ABOVE .-. N `� N ABOVE N X N N 1 N N N ... 2)2x12 2)12x1 D D 1 1 i 1 3.5x 11 E 75 PSL Ca F of and Attic Floor Guest Bedroom 3 _ CMO Office N p PrimaryBedroom Section Detail B x � xV- N N Scale: 1/4"=1'-0" ZrD p D D D D D x 8 Header (Zx Header- ( 2 x 8 Header 3 2 x 8 Header S Trim Edges of Beam Roof Framing Scale: 1/4"=1'-0" (2) 1.75"X 11.25"LVL 18"0 Bolts 8" 16" P Post Down Roof Section Detail - - - - - - V a _ Scale: 1/2"=1'-0" — N — — — — — N 3YA 0.5"Flitch Plat �OF NEI y COH�� Flitch Plate Details Scale 1"= 1' Plans are prepared by Condon Engineering,P.C. R is a violation of the New Yak State(Education Law,Article 145,Section 7209,for arty person unless acting under the direction of a ficernsed " Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 4 ��- the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the flem his/her seal and the notation'Altered by'followed by hider 10ap. signature and the date of such alterations,and a specific description of the alteration. Scale: 1/4" = 1'-0' Condon Engineering, P.C. Drawn by : JJC 625 Park Avenue 1755 Sigsbee Road Mattituck, New York Mattituck, New York 11952 Date : 4-13-2024 (631) 298-1986 i N10/FMAN TEST HOLE DATA BUD CEORCE H OL (TEST HOLE DUG BY NATHAN CORWIN L.S. ON APRIL 27, 2021) VACANT 300 - 00 EL. 17.0' 0. TOPSOIL & LOAM OL Drainage (Calculations 85031 ' " g0p E N IIII (� BROWN SAND SM House-Main Rear Roof \� 46'-8"x 28'-4"=1,321.9 sf 2.1' \s 0 House-Main Front Roof 46'-8"x 13'-4"=622.2 sf Z Q0 House-Rear Entry Roof J 0 FINE TO SAND SP � 16'x9'=144sf 0 0 J O J House-Side Porch Roof J 15'x 22'-4"=335 sf LO j6 HIGHEST EXPECTED GROUND WATER EL. 5.4' , J House-Front Porch Roof 0 TEST WELL No. USGS 405856072324001 S 125004.1 11.6 8 R 8'-6"x 30'-8"=260.7 sf EL. 2.3' 14.7' OBSERVED GROUNDWATER WATER IN Garage � FINE TO SAND SP 22'-8"x 24'-8"=559.11 sf O 17' � b Drainage Pool#1 W 0 0 D E D O House-Main Rear Roof 1,321.9 sf x House-Rear Entry Roof -144 sf Garage -599.11 sif Total 2,665.01 sif 2"Rainfall=12=0.1666 cf/sf New Pool Drainage Volume Requirement=2,6064 .98 x 0.1666=344.03 cf New '�x Drainage Capacity for 8"Diameter Drainage Pool=Interior Diameter 8'-8"=7.33' One b t=J Radius=7.33'/2=166' \� �� Story F Volume per Foot=Tr x 3.66 42.1 cf/ft \, Garog Required Depth=344.03/42.1 = 8.17 fit Use a 10'Deep 8'0 Drainage Pool ® `D Drainage Pool#2 House-Main Front Roof -622.2 sf House-Side Porch Roof -335 sf House-Front Porch Roof -260 sf a Total 1,217.2 sf New Two Story b Home rai ge Pool# 2"Rainfall=Z=0.1666 cf/sf b (] Drainage Volume Requirement= 1,217.2!x 0.1666=202.8 cf Drainage Capacity for 8"Diameter Drainage Pool= Interior Diameter 8'-8"=7.33' Radius=7.33'/2=3.66' O O Volume per Foot=Tr x 3.66 2=42.1 d1ft 0'9 4 Required Depth=202.8/42.1 =4.8 ft O Use a 8'Deep 8'0 Drainage Pool n e Pool#2 x 182'-4 4" O Ul Suffolk County Standard Drain Manhlole frame and slotted cover Pattern No. 1383 or, manhole N O cover Pattern No. 1012A-TYPE C a Notes: (P 500.00' manufactured by Cambell Foundry or an SEp W �R SINE approvied equal. 1. Steel reinforcing on leaching sections P welded wire fabric 6"x12" #6x#8. W +117.0 EST HOLE SURVEY OF PROPERTY 0 30 . 00 Min. 2 Brick Course, 2. 8" thick traffic bearing cover i �•�.SPLIT RAIL FENCE SITUATE \� � » New Grovel Driveway� ,7.5 MATT I T U C K � 3 � oo w W S 8 5 W TOWN OF SOUTHOLD W '� 0 SUFFOLK COUNITY NEW YORK UTILITY POLE W �. 8" Traffic Bealrin Cover `*10 LIL#5 W R IN STREET �� 9 \ finished Grade 16.6 W � FPUBLIC WATE - EDG EDGE PAVEMENT �� W S.0 TAX No. 100�0-123 01 -06 6" SDR-35 Drainage Pipe, -41 W �� V�E N U E S � SCALE 1"=20' PARK A oQo P� AP R I L 271 2021 DWELLING DWELLING USES PUBLIC WATER Surveyed By : Precast USES PUBLIC WATER Nathan Taft Corwin III rainag -v DWELLING Rings r r_ USES PUBLIC WATER � z ➢ " P�EOF N Wrap with 6 oz. (min.) DWELLING m �� �,� a nonwoven eotextlle filter, PuguC WATER oP,, 9 ( , usEs �' cif fabric) Mirafi 140N or an ` ✓ approved equal 80 Leaching Basin Notes: 4. No trench, pit or other excavation shall be left i open or unattended. Excavations to be protected as Plans are prepared by Condon Engineering,P.C. R is a violation of the New York State Education directed by the Engineer with fences, barricades ands other approved methods. Law,ArWe 145,section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to after any item in any way.ff an item bearing 1. Leaching Pools shall be Precast Concrete Cement structures as the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Amh'fteci,or Manufactured by Suffolk Precast Inc. or equivalent. 5. Invert elevations may be adjusted by the Engiineer in the field to meet field conditions to avoid Land Surveyor shaft affix to the item histher seal and the notation*Altered by'folrowedby hisidw conflict with utilities as ordered by the Engineer. signature and the date of such afterations,and a specific description of the alteration. Elevation View 2. All concrete cement used in the manufacturing of precast structures shall 6. Allow four(4) inches for final adjusting of castting. adequate bearing will be provided using develop a minimum compressive strength of 4,000 p.s.i. in 28 days. concrete block, buck and/or 1.2 mortar mix. Scale: 1/4" - 1'-0' Excavate and backfill 3 feet develop Engineering, P.C. D ell DetaiI 3. All drains a structures shall be laced in acce table leachin soils as 7. The contractor shall provide adequate sheetincg and shoring during trenching to insure the safetyaround and below leaching rings9 P P g of workmen and the general public exposed to the hazards of falling and sliding material in conformance Drawn by : JJC 625 Park Avenue with suitable porous material as approved by the Engineer. In the event poor leaching maternal is with the requirements of the Title 29 Code of Federal[ Regulations, Part 1926,Safety and Health 1755 Sigsbee Road Mattituck, New York approved by the Engineer. encountered, excavation is to be continued to suitable material and Regulations for Construction(OSHA). Date : 2-27-2024 Mattituck, New York 11952 backfilled as detailed. (631) 298-1986 8. Backfill and compaction shall be in 6"lifts.