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HomeMy WebLinkAbout43282-Z �p�oS�EFO(XCot Town of Southold 1/9/2020 a -11 P.O.Box 1179 o - o i 53095 Main Rd y�j�l �pp�. Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40988 Date: 1/9/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3645 Mill Rd, Peconic SCTM#: 473889 Sec/Block/Lot: 67.-2-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/19/2018 pursuant to which Building Permit No. 43282 dated 12/6/2018 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: RAISED DWELLING FOR FEMA COMPLIANCE WITH ADDITIONS AND ALTERATIONS INCLUDING SCREENED PORCH AND ENTRY STAIRCASE TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Dunn,Robert&Irene of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0030 12-16-2019 ELECTRICAL CERTIFICATE NO. 43282 11-06-2019 PLUMBERS CERTIFICATION DATED 11-14-2019 Had Plumbing ut ori d ignature �p�psl�lFFDjK�oGy Town of Southold 1/10/2020 a P.O.Box 1179 CO v' 53095 Main Rd �ppj Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40989 Date: 1/10/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3645 Mill Rd,Peconic SCTM#: 473889 Sec/Block/Lot: 67.-2-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/19/2018 pursuant to which Building Permit No. 43282 dated 12/6/2018 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ACCESSORY SHED WITH OUTDOOR SHOWER AS APPLIED FOR The certificate is issued to Dunn,Robert&Irene of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43282 11-06-2019 PLUMBERS CERTIFICATION DATED 11-14-2019ar Plumb' u hor' ed ignature �VFWK TOWN OF SOUTHOLD moo coat' BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy o� 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#: 43282 Date: 12/6/2018 Permission is hereby granted to: Dunn, Robert PO BOX 185 Peconic, NY 11958 To: make additions and alterations (raise for flood compliance) to an existing single family dwelling with flood permit, as applied for, per SCHD approval. At premises located at: 3645 Mill Rd, Peconic SCTM # 473889 Sec/Block/Lot# 67.-2-11 Pursuant to application dated 11/19/2018 and approved by the Building Inspector. To expire on 6/6/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $460.00 CO -ADDITION TO DWELLING $56.00 TotaY. $510.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 _ 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. /l-J_0? Al New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: 10�e1% Suffolk County Tax Map No 1000, Section Block Lot // Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant. Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature oF so ��®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179COO- Southold,NY 11971-0959 � sean.devlinta'�town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To, Robert Dunn Address: 3645 Mill Rd city,Peconic sr NY zip: 11958 Building Permit#: 43282 Section: 67 Block: 2 Lot. 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Jim Shaw Electric License No: 33381-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 22 Ceiling Fixtures 13 HID Fixtures Service 3 ph Hot Water GFCI Recpt 12 Wall Fixtures 7 Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures CO Detectors Sub Panel 2 A/C Blower 2 Range Recpt Ceiling Fan 5 Pumps Transformer Appliances Dryer Recpt Electric Base Heate3 Time Clocks Disconnect Switches 2p Twist Lock Exit Fixtures Combo SD/CO 5 Other Equipment. 40A Subpanel- 24 Circuits 7 Used, 30A Sub Panel in Shed - 8 Circuits Notes 2 Story Addition and Partial Renovation, Shed Renovation Inspector Signature: ` Date: November 6, 2019 S.Devlin-Cert Electrical Compliance Form As r TAwu ii8li _ '�eZeD�dme(�I)763-1842 U37S Mata Road- • '* 'Htl*� 3>A.Box i 179 $�nldbiY 13971 , ��x�{ply' - { �`-!`,f .k.7 ,. ._ ....� J �_ —•, ' i )e T'41 Ott' U'14'SOLp c ®y 1 4 2019 yV ! oma :_ o&oro Dw • , FIitmber: � � ��— - INA bPN WONLAI )LO-NoLto Svtum-jo bo%mme tW; i d�RB Q✓ 2q . i I ah"Public,r Now Q& ptiiy ILS A New z 0 Z f ' i Of 50UTyOlo # TOWN OF SOUTHOLD BUILDING DEPT. °`ycou765-1802 INSPECTION [ FOUNDATION 1ST ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ��• DATE �� 3/ / INSPECTOR y�pF SOUIH TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 765-1802 INSPECTION ' [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �IrhJ !�4 0"-/ PJ h DATE �� INSPECTOR 1 UE 50(/Th°lo # TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] OUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: _ -'�>wom T. lftmp I It P f ��uut3 kwu r 7-1 DATE INSPECTOR 1 / OF SO(/lh°lo # TOWN OF SOUTHOLD BUILDING DEPT. couffm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ NDATION 2ND [ ] INSULATION [ r /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: S lJ DATE INSPECTOR OF SOUIyO v v * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT'CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] CAULKING REMARKS: govQtj DATE " / INSPECTOR SS� 1 OP SOUIH # TOWN OF SOUTHOLD BUILDING DEPT. CoU765-1602 INSPECTION - I FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] AMING /STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE Yl INSPECTOR oe soulyolo # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PL13G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FI E RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] LECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: VI �- v v 1, DATE / INSPECTOR 3 � pf Sopj�o # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1801 N-SPECTION : [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ]" I ULATION/CAULKING, [ ] FRAMING /STRAPPING [V FINAL [ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ]: ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) f [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Plvm6n, Wk4, "- sty �1 � (ojW CIO _ t DATE INSPECTOR ,�J 4RI bwm NrM14 -4 SHERMAN ENGINEERING&CONSULTING P.A. 14 NELMAR AVE ST AUGUSTINE, FL 32084 S E C� % C November 7,-2019 W` NOV 1 4 2019 T James Olinkiewicz ; Olinkiewicz Contracting Re: Modifications to engineered,lumber Mr. Olinkiewicz, This- letter is in response to your inquiry if a 9.5" LVL notched a maximum of 2" to received beams above would be equivalent to a 7.5" LVL. It is my professional opinion that notching an LVL as described'is acceptable under standard loading conditions. I also contacted_Weyerhaeuser. and confirmed that their LVLs can. be reduced in. height and doing so will reduce their loading capabilities to those of the resulting beam height. In this case, the resulting notched beam will have the characteristics and capabilities of ' a 7.5' beam. \ Please contact me if you require additional information concerning this matter. Very truly our O� NEr�rY r F ` a Matthe Sherman, PE o Q a w NYS Li No 083584 2 s' . N�`oA osa5sa ��c� 9a/EEsWoNPX. CML ENGINEERING DESIGN SITE PLANNING PERMITTING e� MIf � LI3��a Delfino Insulation Co. nc.� :r 317 Burman Blvd,Calverton,NY 11933 ! 0 cT 1 5 2019 CERTIFICATE OF INSULATION JOB INFO: Olinkiewicz Construction DATE OF INSTALLATION: 09/06/19 3645 Mill Lane Peconic,NY 11958 Closed Sloped Ceiling 2x4 Exterior Walls TYPE INCHES R-VALUE - TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑D CLOSED CELL FOAM 7" R-49 CLOSED CELL FOAM 3" R-21 ❑ FIBERGLASS FIBERGLASS ❑ CELLULOSE ❑ CELLULOSE Rim Joist Mechanical Room Partion Wall TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM 0 CLOSED CELL FOAM 3" R-21 ❑ CLOSED CELL FOAM ❑ FIBERGLASS Id Roxul 3.5" R-15 ❑ CELLULOSE ❑ CELLULOSE Sunroom Ceiling TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM FIBERGLASS 6.5" R-19 ❑ FIBERGLASS ❑ CELLULOSE ❑ CELLULOSE O FIRE CAULKED TO CODE DATE OF INSTALATION: 09/06/19 2 AIR SEAL SUBSTATE TO CODE DATE OF INSTALATION: 09/06/19 ❑ FIRE BLOCKED TO CODE DATE OF INSTALATION: I Tammy Mazzara certify that the residence referenced above was insulated as per signed proposal by builder/homeowner,and the installation was conducted in gEN ISI/ s �� conformance to applicable codes and standards and regulations. �� �, yp `✓� AUTHORIZED SIGNATURE 1 0835a� ��pROFESSIO�P� 01"A108, SHERMAN ENGINEERING&CONSULTING P.A. 14 NELMAR AVE STAUGUSTINE,FL 32054 lie, Review and Certification of Constructed Works July,10, 2019 Town of Southold Building Dept. Re: 3645 Mill Lane Peconic A representative of Sherman Engineering & Consulting PA inspected the new framing, structural sheathing, and strapping on the shed at 3645 Mill Lane Peconic. The work inspected included 2x4 walls with 5/8" plywood sheathing, 2x6 ceiling joists,,under 3/4" plywood for storage loft, 2x6 roof rafters with 1/2" plywood roof sheathing. Framing is at 16" on center and strapping is installed in accordance with code requirements and standard building practice. This certification is provided with the understanding that it may be used as verification by the Town to ensure the inspected work complies with the issued building permit. Please contact me if you require additional information concerning this matter. 4NLic our w an, PE No 083584 GF Nf�'Y �'<Q 0FJIJAM/4, O sy�'r r La C) La 2 U PDr'4��.�,��i! �Fo X83584 ��c� :� � - � AR�FESSIONP� JUL 1 5 2019 CML ENGINEERING DESIGN SITE PLANNING PERMITTING R, S HATAR,AH ,�,� /�.c cu CONSULTING ENGINEERS, P.C. ( k:D t e-- 6500 6500 Jericho Turnpike, Suite 1W Telephone: (516)731-4687 Syosset,New York 11791 Fax: (516)796-2744 Email: Rudolph@rsce-pc.com July 10, 2019 Town of Southold Building Department 54375 Route 25 AUG - 9 2019 Southold,New York 11971 yrs p y Re: 3645 Mill Lane TOW 1T:w'sou' ay-,D" Peconic,New York 11958 To whom it may concern: I, Rudolph S. Shatarah, P.E. of R Shatarah Consulting Engineers, P.C.,New York State License Number 069553 was retained by the pile installer to monitor the installation of the helical piles at the above referenced site. The project was completed on 05/22/2019. This letter is to certify that the piles were installed in accordance with the guidelines of New York State Building Code, the specifications of the pile manufacturer, IDEAL, and located as per the approved drawings. Thank you and please feel free to call me should you have any questions pertaining to this matter. Sincerely, OF Rudolph S. Shatarah, P. M � ' 06555 (§tf O td� '� SAEngineering Reports\Helical Piles Logs Certifications\3645 Mill Lane,Peconic,New York\3645 Mill Lane-Letter.Doc R, SHATARAH CONSULTING ENGINEERS, P.C. 6500 Jericho Turnpike, Suite 1 W Telephone: (516)731-4687 Syosset,New York 11791 Fax: (516)796-2744 Email: Rudolph(c�r�,rsce-pc.com Helical Anchor/Pile Installation Log Project: Dunn Residence Date: 5/20/2019 Sheet 1 of 7 3645 Mill Lane, Peconic, New York Anchor/Pile Number: Product Series: SS 1.5" Helix Configuration: 8"-10"-12" Installation Angle: 90° Time: Start: 8:30 AM Finish: Recorded by: Termination: New Construction Ca Pile Depth DP-1 Torque Load Comments Number ft (psi) ft-lbs) lbs # 1 5'-0" 2085 20850 7'-0" 2167 21670 5'-0" 3945 39450 FINAL TORQUE OF 3945 FT-LBS, LOAD CAPACITY= 19.72 TONS #2 5'-0" 2002 20020 7'-0" 2517 25170 5'-0" 3369 33690 FINAL TORQUE OF 3369 FT-LBS, LOAD CAPACITY= 16.84 TONS # 3 5'-0" 1872 18720 7'-0" 2348 23480 5'-0" 3507 35070 FINAL TORQUE OF 3507 FT-LBS, LOAD CAPACITY= 17.53 TONS #4 5'-0" 1908 19080 73-0" 2366 23660 5'-0" 3117 31170 FINAL TORQUE OF 3117 FT-LBS, LOAD CAPACITY= 15.58 TONS # 5 53-0" 2039 20390 7'-0" 2467 24670 5%0" 3279 32790 FINAL TORQUE OF 3279 FT-LBS, LOAD CAPACITY= 16.39 TONS # 6 5'-0" 2025 20250 7'-0" 2339 23390 514" 3534 35340 FINAL TORQUE OF 3534 FT-LBS, LOAD CAPACITY= 17.17.67 TONS OF O0 111 ) Xa rr \\"G9� 69553 C �. F Page 1 of 7 `�Fsgi01 S.\Engmeering Reports\Helical Piles Logs Certifications\3645 Mill Lane,Peconic,New York\3645 Mill Lane=Helical—, Report.Doc R, S HATAR,AH CONSULTING ENGINEERS, P.C. 6500 Jericho Turnpike, Suite 1 W Telephone: (516)731-4687 Syosset,New York 11791 Fax: (516)796-2744 Email: Rudolphna,rsce-pc.com Helical Anchor/Pile Installation Log Project: Dunn Residence Date: 5/20/2019 Sheet 2 of 7 3645 Mill Lane, Peconic, New York Anchor/Pile Number: Product Series: SS 1.5" Helix Configuration: 8"-10"-12" Installation Angle: 90° Time: Start: Finish: 2:30 PM Recorded by: Termination: New Construction Ca Pile Depth DP-1 Torque Load Comments Number ft (psi) ft-lbs) lbs # 7 5'-0" 2014 20140 7'-0" 2668 26680 5'-0" 3761 37610 FINAL TORQUE OF 3761 FT-LBS, LOAD CAPACITY= 18.80 TONS # 8 5'-0" 2015 20150 7'-0" 2515 25150 5'-0" 3788 37880 FINAL TORQUE OF 3788 FT-LBS, LOAD CAPACITY= 18.94 TONS # 9 5'-0" 1980 19800 7'-0" 2261 22610 5'-0" 3567 35670 FINAL TORQUE OF 3567 FT-LBS, LOAD CAPACITY= 17.83 TONS # 10 5'-0" 2186 21860 7'-0" 2350 23500 5'-0" 3370 33700 FINAL TORQUE OF 3370 FT-LBS, LOAD CAPACITY= 16.85 TONS # 11 5'-0" 2357 23570 7'-0" 2617 26170 5'-0" 4000 40000 FINAL TORQUE OF 4000 FT-LBS, LOAD CAPACITY=20.00 TONS # 12 5'-0" 2077 20770 7'-0" 2555 25550 5'-0" 3120 31200 FINAL TORQUE OF 3120 FT-LBS, LOAD CAPACITY= 15.60 TONS Page 2 of 7 SAEngineering Reports\Helical Piles Logs Certifications\3645 Mill Lane,Peconic,New York\3645 Mill Lane-Helical Report.Doc R S HATARAH CONSULTING ENGINEERS, P.C. DO 6500 Jericho Turnpike, Suite 1W Telephone: (516)731-4687 Syosset,New York 11791 Fax: (516)796-2744 Email: Rudolph@rsce-pc.com Helical Anchor/Pile Installation Log Project: Dunn Residence Date: 5/21/2019 Sheet 3 of 7 3645 Mill Lane, Peconic,New York Anchor/Pile Number: Product Series: SS 1.5" Helix Configuration: 811-10"-12" Installation An le: 90° Time: Start: 8:00 AM Finish: Recorded by: Termination: New Construction Ca Pile Depth DP-1 Torque Load Comments Number ft (psi) ft-lbs lbs # 13 59-0" 2131 21310 7'-0" 2471 24710 5'-0" 3301 33010 FINAL TORQUE OF 3301 FT-LBS, LOAD CAPACITY= 16.50 TONS # 14 5'-0" 2033 20330 7'-0" 2556 25560 5'-0" 3190 31900 FINAL TORQUE OF 3190 FT-LBS, LOAD CAPACITY= 15.95 TONS # 15 5'-0" 2127 21270 7'-0" 2501 25010 5'-0" 3119 31190 FINAL TORQUE OF 3119 FT-LBS, LOAD CAPACITY= 15.95 TONS # 16 5'-0" 1966 19660 7'-0" 2616 26160 5'-0" 3379 33790 FINAL TORQUE OF 3379 FT-LBS, LOAD CAPACITY= 16.89 TONS # 17 5'-0" 1977 19770 7'-0" 2576 25760 5'-0" 3107 31070 FINAL TORQUE OF 3107 FT-LBS, LOAD CAPACITY= 15.53 TONS # 18 5'-0" 1976 19760 7'-0" 2810 28100 53-0" 3003 30030 FINAL TORQUE OF 3003 FT-LBS, LOAD CAPACITY= 15.01 TONS Page 3 of 7 S.\Engineering Reports\Flelical Piles Logs Certifications\3645 Mill Lane,Peconic,New York\3645 Mill Lane-Helical Report.Doc R S HATARAH CONSULTING ENGINEERS, P.C. 6500 Jericho Turnpike, Suite 1 W Telephone: (516)731-4687 Syosset,New York 11791 Fax: (516)796-2744 Email: Rudolph@rsce-pc.com Helical Anchor/Pile Installation Log Project: Dunn Residence Date: 5/21/2019Sheet 4 of 7 3645 Mill Lane, Peconic, New York Anchor/Pile Number: Product Series: SS 1.5" Helix Configuration: 8"-10"-12" Installation Angle: 90° Time: Start: Finish: Recorded by: Termination: New Construction Ca Pile Depth DP-1 Torque Load Comments Number ft (psi) ft-lbs lbs # 19 5'-0" 2100 21000 7'-0" 2700 27000 5'-0" 3341 33410 FINAL TORQUE OF 3341 FT-LBS, LOAD CAPACITY= 16.70 TONS #20 5'-0" 2281 22810 7'-0" 2640 26400 5'-0" 3667 36670 FINAL TORQUE OF 3667 FT-LBS, LOAD CAPACITY= 18.33 TONS 921 5'-0" 2362 23620 7'-0" 2672 26720 5'-0" 3710 37100 FINAL TORQUE OF 3710 FT-LBS, LOAD CAPACITY= 18.55 TONS #22 5'-0" 1999 19990 7'-0" 2555 25550 5'-0" 3332 33320 FINAL TORQUE OF 3332 FT-LBS, LOAD CAPACITY= 16.66 TONS # 23 5'-0" 2145 21450 77-0" 2672 26720 5'-0" 3250 32500 FINAL TORQUE OF 3250 FT-LBS, LOAD CAPACITY= 16.25 TONS # 24 5'-0" 2077 20770 7'-0" 2307 23070 5'-0" 3079 30790 FINAL TORQUE OF 3079 FT-LBS, LOAD CAPACITY= 15.39 TONS Page 4 of 7 S:\Engineering Reports\Helical Piles Logs Certifications\3645 Mill Lane, Peconic,New York\3645 Mill Lane-Helical Report.Doc R, SHATARAH CONSULTING ENGINEERS, P.C. 6500 Jericho Turnpike, Suite 1W Telephone: (516)731-4687 Syosset,New York 11791 Fax: (516)796-2744 Email: Rudolph@rsce-pc.com Helical Anchor/Pile Installation Log Project: Dunn Residence Date: 5/21/2019 Sheet 5 of 7 3645 Mill Lane, Peconic,New York Anchor/Pile Number: Product Series: SS 1.5" Helix Configuration: 811-1019-1219 Installation Angle: 90° Time: Start: Finish: 3:30 PM Recorded by: Termination: New Construction Ca Pile Depth DP-1 Torque Load Comments Number ft (psi) ft-lbs lbs #25 5'-0" 2108 21080 T-0" 2801 28010 5'-0" 3221 32210 FINAL TORQUE OF 3221 FT-LBS, LOAD CAPACITY= 16.10 TONS #26 5'4" 2174 21740 73-0" 2622 26220 5'-0" 3216 32160 FINAL TORQUE OF 3216 FT-LBS, LOAD CAPACITY= 16.08 TONS #27 5'-0" 2233 22330 T-0" 2874 28740 5'-0" 3275 32750 FINAL TORQUE OF 3275 FT-LBS, LOAD CAPACITY= 16.37 TONS # 28 5'-0" 2219 22190 7'-0" 2555 25550 5'-0" 3206 32060 FINAL TORQUE OF 3206 FT-LBS, LOAD CAPACITY= 16.03 TONS #29 5'-0" 1990 19900 T-0" 2433 24330 5'-0" 3122 31220 FINAL TORQUE OF 3122 FT-LBS, LOAD CAPACITY= 15.61 TONS Page 5 of 7 S:\Engineering Reports\Helical Piles Logs Certifications\3645 Mill Lane,Peconic,New York\3645 Mill Lane-Helical Report.Doc R SHATARAH CONSULTING ENGINEERS, P.C. 6500 Jericho Turnpike, Suite 1 W Telephone: (516)731-4687 Syosset,New York 11791 Fax: (516)796-2744 Email: Rudolph(c�r�,rsce-pc.com Helical Anchor/Pile Installation Log Project: Dunn Residence Date: 5/22/2019 Sheet 6 of 7 3645 Mill Lane, Peconic,New York Anchor/Pile Number: Product Series: SS 1.5" Helix Configuration: 813-10"-12" Installation Angle: 90° Time: Start: 8:30 AM Finish: Recorded by: Termination: New Construction Ca Pile Depth DP-1 Torque Load Comments Number ft (psi) ft-lbs lbs # 30 5'-0" 2217 22170 5'-0" 2263 22630 5'-0" 3366 33660 FINAL TORQUE OF 3366 FT-LBS, LOAD CAPACITY= 16.83 TONS # 31 5'-0" 2150 21500 5'-0" 2511 25110 5'-0" 3261 32610 FINAL TORQUE OF 3261 FT-LBS, LOAD CAPACITY= 16.30 TONS # 32 5'-0" 2380 23800 5'-0" 2601 26010 5'-0" 3187 31870 FINAL TORQUE OF 3187 FT-LBS, LOAD CAPACITY= 15.93 TONS # 33 5'-0" 2226 22260 5'-0" 2714 27140 5'-0" 3564 35640 FINAL TORQUE OF 3564 FT-LBS, LOAD CAPACITY= 17.82 TONS # 34 5'-0" 2118 21180 5'-0" 2505 25050 5'-0" 3085 30850 FINAL TORQUE OF 3085 FT-LBS, LOAD CAPACITY= 15.42 TONS Page 6 of 7 SAEngineering Reports\Helical Piles Logs Certifications\3645 Mill Lane,Peconic,New York\3645 Mill Lane-Helical Report Doc 4 R, S HATARAH CONSULTING ENGINEERS, P.C. 6500 Jericho Turnpike, Suite 1W Telephone: (516)731-4687 Syosset,New York 11791 Fax: (516)796-2744 Email: Rudolph@rsce-pc.com Helical Anchor/Pile Installation Log Project: Dunn Residence Date: 5/22/2019 Sheet 7 of 7 3645 Mill Lane, Peconic,New York Anchor/Pile Number: Product Series: SS 1.5" Helix Configuration: 8"-10"-12" Installation Angle: 900 Time: Start: Finish: 12:30 PM Recorded by: Termination: New Construction Ca Pile Depth DP-1 Torque Load Comments Number ft (psi) ft-lbs lbs # 35 5'-0" 2190 21900 7'-0" 2606 26060 5'-0" 3410 34100 FINAL TORQUE OF 3410 FT-LBS, LOAD CAPACITY= 17.05 TONS # 36 5'-0" 2223 22230 7'-0" 2417 24170 5'-0" 3132 31320 FINAL TORQUE OF 3132 FT-LBS, LOAD CAPACITY= 15.66 TONS # 37 5'-0" 2260 22600 71-011 2611 26110 5'-0" 3304 33040 FINAL TORQUE OF 3304 FT-LBS, LOAD CAPACITY= 16.52 TONS # 38 5'-0" 2134 21340 7'-0" 2551 25510 5'-0" 3155 31550 FINAL TORQUE OF 3155 FT-LBS, LOAD CAPACITY= 15.77 TONS # 39 5'-0" 1972 19720 77-0" 2081 20810 5'-0" 3222 32220 FINAL TORQUE OF 3222 FT-LBS, LOAD CAPACITY= 16.11 TONS Page 7 of 7 SAEngineenng Reports\Helical Piles Logs Certifications\3645 Mill Lane,Peconic,New York\3645 Mill Lane-Helical Report.Doc Verity, Mike From: Robert Dunn <dunn3809@aol.com> Sent: Monday,lune 03, 2019 11:58 AM To: Verity, Mike Cc: Liz Toth;Jimmy Olinkiewicz Subject: Dunn 3645 Mill Rd Peconic Hello Mike, As per agreement during your inspection 5/31/19, following photos showing vertical rebar in place post cement pour. Thanks, Bob Dunn ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. f Ab 416 4141 - - 4 I i Sent from '.• k . r JJ � R 2 All p 4� j AW t .,: ,� �,. :; N •.. J .'F:a..� 1� • �►r. y #. � - `.'a r Im FOUNDATIot(-,�)— 'FOUNDATION 1 l I►L I ► _�'liL�lsa�ltiil]I�'11r►J C=;� nl,.l�� ROUGr► , PLUMBING11W Tq jr AMING& MR W �" . .INSULATION . ENERGY . 1 �r �R .F'- liII- FIAMM �0 [� a �N ADDITIONAL . _ It lex- Vii,`�'° �a�':MG�r�13 r - j1 iI , _�. ,', L o WWW TOWN OF SOUTHOI.9• BUILDIN PERNUT APPLICATION CHECKLIST BUILDING DEPARTMENT Dt you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:)631)765-1802 L Planning Board approval FAX:(631)765-9502 r\ Survey Southoldtownnygov RMIT NO. cheek ® PCS Lg, `.`optic Form Trustees C.O.Application 1 9 Flood Permit Examined '20 N 0 V 1 9 2018 Single&Separate Thms Identification Form Storm-Water Assessment Form BUM L TOWN OF SO OLD ntact: Approved 20 Mail to:�'+— '' � Disapproved a/c It Ze 0 ' Phone: Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT Date /!V ,20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relations 'p to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before iss ance of Building Permit d.Upon approval of this application,the Building Inspector will issue a B ilding Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in pmt for amy purpo what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commgnced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,ir}writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other• licable Laws,O ' ces or Regulations,for the construction of buildings,additions,or alterations or for remo al or a litio s herein s bed.The applicant agrees to comply with, applicable laws,ordinances,building code,hot 'n co ,an gulations, to admit authorized inspectors on premises and in building for necessary inspections. ( tgnature of applicant or name,if a corporation) ° -,Oi..r /l -�► /j�V (Mailing address of applicant) Statewhheeth�er app�licanant is owner,lessee,agent,architect,engineer,general pontractor,electrician,plumber or builder TZ — Name of owner of premises 1`�-� �':' - -�)0#44 (As on the tax roll or Ill st deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 3645 Mill Lane P conic House Number Street hamlet County Tax Map No 1000 Section 67 Block 0? Lot 11 Subdivision + PECONIC SHORES Filed Map No. 117 Lot LOT 24 2. State existing use and occupancy of premises and intended use and occupancy ofproposed construction- :a. Existing use and occupancy single family dwelling b. Intended use and occupancy same as above 3. Nature of work(check which applicable):New Building Addition X Alteration Repair Removal Demolition Other Work raising for flood (Description) 4. Estimated Cost (not yet estimated) Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units one Number of dwelling units on each floor n/a If garage, number of cars n/a 6. Ifbusiness,commercial or mixed occupancy,specify nature and extent of each type of use. n/a 7. Dimensions of existing structures,if any:Front 18-3 Rear 2 0.4 Depth 34.4 Height 17.51+/- Number of Stories 2 Dimensions of same structure with alterations or additions. Front 18.31 Rear 20.01 Depth 52.3 1 Height 23-81 Number of Stories 2 8. Dimensions of entire new construction:Front n/a Rear Depth Height Number of Stories 9. Size of lot.Front 51.491 Rear 50.00, Depth 129.821 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated R40 12.Does proposed construction violate any zoning law,ordinance or regulation?YES x NO 13 Will lot be re-graded?YES_NO x Will excess fill be removed from premises?YES NO x 3645 Mill Lane 14.Names of Owner of premises 'Robert Dunn Addresst'econic Phone No. 631 876 5367 Name of Architect studio a/b architect Address 651 W Main Rivepo 631 591 2402 Name of Contractor Address Phone No 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES X NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES X NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO X *IF YES,PROVIDE A COPY. STATE OF N1 W YORK) S: COUNTY O abcr4in being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 0U:)nd_-I, (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 tme to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. TRACEY L. DWYER Sworn to before me this NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW630690o day of 20 j� QUALIF ED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2OAX Notary Public Signature of Applicant U.S. DEPARTMENT OF HOMELAND SECURITY OMB No 1660-0008 Federal Emergency Management Agency Expiration Date:November 30,20181 National Flood Insurance Program ELEVATI011"41 CERTIFICATE Important:Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al Building Owner's Name Policy Number P_-�dzrr inn A2 Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Company NAIC Number. Box No. City State ZIP Code PC&vn l- A)d l ork A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) /k ,, J- T, 4J A)-. C)OD ' 6 1y— O2-"II A4. Budding Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) A5. Latitude/Longitude: Lat. 4 o03 13.3" Long. 7Z,d Z� 2 (,"Aonzontal Datum: ❑ NAD 1927 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number A8. For a building with a crawlspace or enclosure(s) a) Square footage of crawlspace or enclosure(s) 1,05-6 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b f 9,00 sq in d) Engineered flood openings? [0 Yes ❑ No S�,„Gi F ,/CA' ,M-L(c(' /5 �p - A9.For a building with an attached garage a) Square footage of attached garage A)� sq ft )/� b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑Yes &d'No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3. State AllW� >� s-1, iJ 3601 13 S,��, 'k ���y�r�� B4.Map/Panel B5.Suffix B6. FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO,use Base Flood Depth) Revised Date B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑FIS Profile [FIRM ❑ Community Determined ❑ Other/Source. B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 UNAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes (WNo Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 OMB No.1660-0008 ELEVATION CERTIFICATE Expiration Date November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number. 365 ���il P--1J City State ZIP Code Company NAIC Number al 3r-, 0 r ( S5 SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑Budding Under Construction* wFimshed Construction *A new Elevation Certificate will be required when construction of the budding is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO- Complete Items C2.a—h below according to the building diagram specified in Item AT In Puerto Rico only,enter meters. Benchmark Utilized: 05 5 Vertical Datum. /JAV, 9 e)$ Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 VNAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. r Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) G.3 fZ feet ❑ meters b) Top of the next higher floor 3. L [j?feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) &? E] feet E)meters NA d) Attached garage(top of slab) ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building j Liv jc feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) .-7, o Ekfeet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) ell.U Z feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including -7.5_ [ feet ❑ meters structural support SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. l certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? VYes ❑No Check here if attachments. Certifier's Name License Number 'a 05 C)YC7 Title Co pany Name F, Address City State ZIP Code r J-, me s mfr ,J�,,✓ ���, ® 1 "`« Signature Date Telephone Ext. Copy all pages of this¢Elevation Certificate and all attachmen for(IJ community official,(2)insurance agenycompany,and(3)building owner. Comments(including type ofequipmentand location,per C2(e),if applicable) / (1 Il ,fC L1 a J� !S j�3 0� o�f,' Ce cc,11c.r vi t G:,ncrt Ae- TJJr�Y4 /O'1 ,iJc��S S✓a G� c GJ.aLfi $/c,b A/oor "//4 r 5 LIP-P1.1:S el/ c)4d h45 rf ihA-� /1.0Ji,I 5"go°- S-/o �Ioa j oe' J i-Lroj-� f/a,�,� ,�� G -)-//s �G,e H�Jse y [tee r`es/ �!d'l. c. I ems . ��► h,4rfs� /o�� ,� e e�� !-��� ! zf sere >zuv l�eA FEMA Form 086-0-33(7/15) Replaces all previous editions. Foam Page 2 of 6 4�1,Q,A,7 OMB No.1660-0008 ELEVATION CERTIFICATE Expiration Date November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: City State ZIP Code Company NAIC Number SECTION —BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) i For Zones AO and A(without BFE),complete Items E1—E5.If the Certificate is intended to support a LOMA or LQMR-F request, complete Sections A,B,and C.For Items E1—E4,use natural grade,if available Check the measurement used..In Puerto Rico only, enter meters. E1. Provide elevation information for the folf wing and check the appropriate boxes to show whether the evation is above or below the highest adjacent grade(HAG)and th lowest adjacent grade(LAG). a) Top of bottom floor(including basemen crawlspace,or enclosure)is ❑feet ❑met rs ❑above or ❑below the HAG. b) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet ❑ eters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items and/or 9(seepages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the budding is ` ❑fe ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ,� feet ❑meters ❑above or ❑below the HAG E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only:If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown! The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OW ER/'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who con)pIetes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in sections A,B,and E are correct to the best of my knowledge Property Owner or Owner's Authorized Representative's Na b Address City State ZIP Cade Signature Date Telephone Comments ❑Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 OMB No.1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P O.Route and Box No. Policy Number: City State ZIP Code Company NAIC Number El SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by aw or ordinance to administer the community's floodplain management ordinance can c plete Sections A,B,C(or E),and G of this ee��vation Certificate.Complete the applicable item(s)and sign below.Check the meas ement used in Items G8—G10.In Puerto Rico or1l�enter meters. G1. ❑ The information in Section C was tak n from other documentation that has been signed and sealed by a lic sed surveyor, engineer,or architect who is authorize by law to certify elevation information.(Indicate the source and d e of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E r a budding located in Zone A(without a FEMA-issued r community-issued BFE) or Zone AO. G3. ❑ The following information(Items G4—G10)is p ovided for community floodplain management purposes. G4. Permit Number G5. Date ermit Issued G6 Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: E] New Construction Substantial Improvement G8. Elevation of as-built lowest floor(including basement) f ❑feet ❑ meters Datum of the building: G9. BFE or(in Zone AO)depth of flooding at the building site: / ❑feet ❑ meters Datum r G10. Community's design flood elevation: % ❑feet ❑ meters Datum Local Official's Name r` Title Community Name Telephone Signature / Date Comments(including type of equipment and locatio ,per C2(e),if applicable) ❑ Check here if attachments. FEMA Form 086-0-33(7115) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date:November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P_O.Route and Box No. Policy Number: City A. State ZIP Code Company NAIC Number P �J �� e-1 `Krl; F-1 i I 5 5S), If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6.Identify all photographs with date taken;"Front View"and'Rear View";and,if required,'Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8.If submitting more photographs than will fit on this page,use the Continuation Page. ■ ow -'_ JA, `+ �Y Clear Photo One PhuLu vne�-,aNuun tri V Clear Photo Two Photo l wu%.,apuon FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date:November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: S' !l, t2� City 4State ZIP Code Company NAIC Number c A)e"'I if: El If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. F J E Photo Three Caption Clear Photo Three _ v1 Is k 1 i Clear Photo Four Photo f Form Page 6 of 6 FEMA Form 086-0-33(7/15) Replaces all previous editions. 4 r Building Ph®t®graphs Continuation Page ,. 7 dor Insurance Company Use- Building Street Address(including Apt., Unit,Suite,and/or Bldg.No)or P 0. Route and Box No Policy Number 3(7L,5- i Zv4 CitY Stato ZIP Code CompaW RAIG Number eGon/�r I✓e�,c/ o/'� p I I ( I, �/4�3 SSSP c..��c�( �.. t /lor) S'L�L c �a �S� �i� -! ha✓� �]cr1G+, er'�L✓� /�•'IS v "HT TEFlRY 1 += S11)95 Alai p�� ~, P 0. Flox 1170 -TOWN CLERK L Z �: Southold Nc%%- )'iuk 1 I ItEGISTRAR OF VITA.STAT151ICS Fax (S 101 765-1 9�1 y�" IC� �� Tdcphonc ( S I(q 7(r C. MARRIAGE OFFICI-R RECORDS MANAGEMENT OFFICER l FREEDOM OF INFORMATION OFFICER OFFICE OI- THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of, the Code of the Town of Southold: "Floodplain Development. Permit //icpplication" ( FDP(93) ) , and "'Certificate of Compliance fir Development in Special Flood Hazard Area (C/C(93)) . .J 1 IJ .- ' 6 :✓v. C�crT . TOV%;4 OF SOLMiOLD Ah T . ferry Southold Town Clerk August 25, 1993 APPLICATION i_ f PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. /SECTION I GENERAL PROVISIONS (APPLfCANT to read and siren)' a i. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made hcrein- 3. If revoked, all work must cease until permit is re=issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if oo work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THA L TATENffM HEREIN AND W ATTACHMENTS TO _ THIS APPLICATION ARE,TO ES F MY KNO DGE,TRUE AND ACCURATE. -. (APPLICANTS SIGNATURE) DATE PT/,ENT r' bIctcd by kPPLICANT1 /SECTION 2: PROPOSED DEVELOe comp_. rC� vV�gIIE ADDRESS_ ��/�N�G� TELEPHONE Al'P LI CAM• 'e BUILDER 1 ENGINEER � 7 PROJECT I✓OCATION: To avoid delay in proccuing the application, please provide enough information to easily identify the project location- Provide the street address, lot number or Icgal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark- A sketch attached to this application showing the project location would be helpful. 9d FDP(93) APPLICATION PAGE 2OFd DESCRIPTION OF WORK (Check all applicable boxes)- A STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE O New Structure VResidcutial (1-4 Family) Addition Residential (More than 4 Family) ❑ PdtcraLion ❑ Moo-residential (Floodproofing? ❑ Yes) Relocation ❑ Combined Usc (Residential & Commercial) O Demolition P ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park?" O Yes) ESTIMATED COST OF PROJECTS 000 B. OTHER DEVELOPMENT ACTIVITIES. O Fill O Mining O Drilling ❑ Grading O Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) ❑ Road, Street or Bridge Construction / ❑ Su�vis ion (New or Expansion) )/ 1�r!pdmdual Water or Scwcr Systcm /C G Other (Please Specify) After completing SECTION 2, APPL[CANT should submit form to Local Administrator for re%�cw. SECTION I FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposcd development is located on FII hM Panel No. . Dated The Proposed Development: O Is MOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). O Is located in a Special Flood Hazard Arca. FIRM zone dcsipation is 100-Year flood elevation at the silo is: R. NGVD (MSL) O Uoavailablc ❑ The proposed development is located in a floodway FBFM Paocl No. Datcd O Scc Sccuon 4 (or additional iosirucuoas SIGNED DATE APPLICATION # PAGE ] OF 4 SECTION 4: ADDITI NAL INFORMATION REQUIRED To he completed by L CALADMINIS-FRATOR The applicant must submit the documents checked below before the application can be processed: ❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Development plans,drawn to scale, and specificatioru,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the fast floor, details of floodproofmg of utilities located below the first floor and details of enclosures below the first floor. Also Cl Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide, 100-year flood elevations if they arc not otherwise available). , ❑ Plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofing protection level (non-residential only) Ft:NGVD (MSL). For floodproofed structures, AppUcant must attach certification from registered engineer or 11 architect. / ❑ Certification from a'ree istered engineer that the proposed ac ivit�in a regulatory floodway will not result in any increase in the height of Lbe 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other- SECTION 5 therSECTIONS PERMIT DETERMINATION fTo be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A- ❑ Is B. ❑ Is not in conformance with provisions of Local Law t , 19_• The permit u issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is checked, (be Local Adminis(rator may issue a Development Permit upon payment of designated (cc If BOX B is checked, the Local Admiristra(or wdl provide a written summary of defieicncics. Applicant may revise and resubmi( an application to (he Local Adrn(nislrwor or may rcques( a bearing from tba Board of Appeals APPLICATION PY PAGE 4OF4 APPEALS Appealed to Board of Appeals? O Yes ❑ No Hearing date: Appeals --- App, El Ycs 9 Ne Conditions SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or atcach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement Cn Coastal High Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL). , NOT Any work performed prior to submittal of the above information is at the risk if the Applicant. f f SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based oo inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCE(To be completed by LOCAL kDMINIFIRAT R Certificate of Compliance issued: DATE: BY: l• Attachment B SAMPLE CERTIFICATE PF COMPLIANCE I I _i for Development in a Special Flood Hazard Area l 1 ' 1 I � !r ,• e F•r i TOWN OF SOUTHOLD CERTIFICATE OF CO MP LLkN CF FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (nN4g MR. MAST R-ETAI-N-'I HIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING O EXISTING BUILDING O VACANT LAND ' THE LOCAL ADMINISTRATOR IS TO COMPLETE A OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_. SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH TIIE REQUIREMENTS OF LOCAL LAW # , 19_, A.S MODIFIED BY VARIANCE # 1 DATED SIGNED: DATED: C /C ( 93) Scott A. Russell °su '� ATIE] SUPERVISOR MENNT SOUTHOLD TOWN HALL-P.O.Box 1179 �j 53095 Main Road-SOUTHOLD,NEW YORK 11971 'f1r'01 FT01M9vol Zd CHAPTER 236 - STORMWATER MANA SHEET N O V 2 6 2018 . (TO BE COMPLETED BY THE APPLICANT) DOES TM PROJFr—T INVOLVE ANY OF TIS FOLLOWINQ Yes No (CHECK ALL THAT APPLY) ❑E] A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square f eet of ground surface. ❑® B. Excavation or f illing involving more than 200 cubic yards of material f within any parcel or any contiguous area. ❑ C. Site,preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ®❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal I erosion hazard area. 0❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑E] F. Installation of new or resurfaced impervious surfaces of 1,000-square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the•Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information,Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional.Agent,Contractor,Other) S.C.T.M. #: 1000 Date NAME- #4 67 02 11 Section Block Lot FOR BUILDING DEPARTMENT USE ONLY' Contact Information z/ ��7._1*7 _3 i Reviewed By: j I - - Property Address/Location of Construction Work: Date: — — — — — — , 364S Mill Lane — — — ( f Approved for— —processing— Building Permit. i Stormwater Management Control Plan Not Required. Peconi c, NY 11958 Stormwater Management Control Plan is Required. 11 ED (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.#: 1000CHTER 236 �(Property Owner,Design Professional,Agent,Contractor,Other) "— ��°'� k APStormwater Management Control Plan CHECK LIST ,� ��►`�� Section Block Lot x S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application, NA The applicant must provide a Complete Explanation and/or Reason for not providing 78all Information that has been Required by the foil owing Checklist! iy velure Tel<plwne NVn10cn If You answered No or NA to any Item, Please Provide Justification Here! LS tb �,aa lan drawn to scale Not Less that 60' to the inch MUST YES NO NA If you need additional room for explanations, Please Provide additional Paper, ll of the following items: ' tion & Description of Property Boundaries vniMENI l Site Acreage• otbelimt ing- Natural & Man Made Features within 500 L,F, a Construct oe Site Boundary as required by §236-17(C(2)' w1_4 it cing,staHole Data Indicating Soil Characteristics&Depth to Ground Water, OC inaGits of Clearing & Area of Proposed Land Disturbance,ting & Proposed Contours of the Site (Minimum 2'intervals) g. Location of all existing & proposed structures, roads, v _ driveways, sidewalks, drainage improvements&utilities. h, Spot Grades & Finish Floor Elevations for all existing & proposed structures. I. Location of proposed Swimming Pool and discharge ring. b J Location of proposed Soil Stockpile Area(s). 'Z'b k, Location of proposed Construction Entrance/Staging Area(s), I. Location of proposed osed concrete washout area(s), M. Location of all proposed erosion&sediment control measures. 2, Stormwater Management Control Plan must Include Calculations sliowtng that the stormwater Improvements are sized to capture,store,and Infiltrate on-site the run-off from all Impervious surfaces generated by a two(2")Inch "ad to Code rainfall/storm event. I 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items re uirin details shall include but not be limited to: a, Erosion & Sediment Controls. b. Construction Entrance & Site Access, c, Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) ✓ d. LeachiriS Structures (e. Infiltration basins,swales,etc.) ''''a'• FOR ENGINI EEIZI DEI�ART 1 TENT USEONLY`*�`*' Additional Information is Re i DEC El Stormwater Management Control Plan is No C?olete. Reviewed &. .-- - - - - - - - - —` - - -- - - Approved By: 1 Stormwater Management Control PA fTi , Z I ® SMCP has been approved by the W*V0jnt. Date: 3 r•npm * 4WC.P Check List -TOS MAY 2014 'of fat C BUILDING DEPARTMENT- Electrical Inspector �p TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 app Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(cDtown.southold.ny.us APPLICATION//FOR ELECTRICAL INSPECTION EQUESTED BY: - ,j ,SVY�� Date: 2Z - Company Name: S 4o 04tu4c Name: i4v" License No.: 3 3 3 0_ M� email: Address: f M' Phone No.: G J - S-Y3 ".-3 JOB SITE INFORMATION: (All Information Required) Name: Address: G 1 2 CA Cross Street: /h ` zlR Phone No.: a 3- 5-3 Bldg.Permit#: VT Z 'T email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: ES NO Issued On Temp Information: (All information required) Service Size flP�h 3 Ph Size: 200 A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ;L Request for Inspection Form.As ` J BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o . Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802-FAX(631) 765-9502 Temporary Certificate # Date 2019 Customer Name Electrician Name -S M �'�x Address 3 Phone (p 3 (_ 5-5- - 52 e-mail �;, 5114,_jL—jx Ce14, ,cf��d. Cdr e-mail 1:1^ - ec�Qci AO-C D, , [Phone License# 33 3 i'l— M Size aOJ A Phase Overhead _Underground #of Meters Remarks ,LPr VECe, 4- #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? YON) Flood Reconnect Old Meter# Service Reconnected IX 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 verificati s valid for rom date ab e Authorized by %i I A,,t ��(� � BUILDING DEPARTMENT- Electrical Inspector S TOWN OF SOUTHOLD c Town Hall Annex - 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 p� Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(aD_town.south old.nV.us APPLICATION FOR ELECTRICAL INSPECTION EQUESTED-BY: Date: , Company Name: ,r- &'Az L�t.�� Name: , License No.: 33 Y1 , M L email: Address: Phone No.: JOB SITE INFORMATION: (All Information Required) Name: g�z) %t� �o Address: r4 I �Gt Cross Street: ( , Phone No.: (o3 I r 5-4-3- 5_3Y2 Bldg.Permit#: LI-3-1 qI email: Fax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF_WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: (fYES/ NO roughFinal Do you need a Temp Certificate?: YES / NO n Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs ®�*OF SOUry®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA Southold,NY 11971-0959 yCOUMy,�� BUILDING DEPARTMENT November 20, 2019 TOWN OF SOUTHOLD Robert Dunn P.O. Box 185 Peconic, New York 11958 M 11 NOTE: A building permit is uir for the accessory shed. final el ion certificate is ire rom yo TO WHOM IT MAY CONCERN: The items marked ow are required to obtain your Certificate of Occupancy plication for Certificate of Occupancy. (Enclosed) rwriters Certificate. (Electrical Inspector 631-765-1802) A fee of$50.00. X- Final Survey with Health Department roval. ertificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 43282-Z additions/alterations; studio a/b architects 651 West Main Street, JD ELEVATION EL. 6 5' Riverhead, NY 11901 631 5912402 BRN SILTY SAND, TR. GRAVEL, 631 3231426 CONCRETE info@studioabarchitects.com _SM FILL 2.0' — _BRN./TAN F-M SAND, TR SILT SP 101 BRN. F-M SAND, TR SILT Owner: _ - - _SP WATER IN BRN.W/DK BRN F-M Robert Dunn SAND, TR. GRAVEL, SILT SP 3 0, 3645 Mill Lane, Peconic, New York 11958 - — — — Phone 631 876 5367 DK. GRAY BRN. M-F SAND,TR. e-mail dunn3809@aol.com GRAVEL, SILT, COARSE SAND 13.0' SP GRAY/GRAY BRN. SAND, TR. 18.0' GRAVEL, SILT, M0 - -SP DK. GRAY/GRAY BRN. FINE SANDY Structural Engineer for Foundation Design: SILT,TR. CRAY, ROOT FIBERS D I ETRI C H 23_0'— _ML-OL? LT. GRAY/GRAY SAND, TR. GRAVEL, ENGINEERING, P.C. SILT Sp 344 LENOX ROAD 32.0' HUNTINGTON STATION, NY, 11746 Phone 631-427-5540 fax 631-470-0994 TOLE www.depcii.com w SOIL MECHANICS DRILLING SEPTEMBER 11, 2015 %TED HIGHEST EXPECTED 4DWATER ELEVATION 2.5' APPROVAL OF STORM ATER MANAGEMENT CONTROL RA T Code to 6 .st Hole Data Date: I?L 3 lS ' = 20'-0" Approved by: 1 EROSION &SEDIMENT CONTROLS Shall include but not be limited to: A well maintained Construction Entrance, Wire Backed Silt Fencing,stabilization& Seeding of exposed and/or inactive soils. DRAINAGE INSPECTIONS ARE hEQUIRED Contact TOS Engineering at 765--1560 before No. Description Date Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code. ,I - GROUND ELEVATION EL. 6.5' i BRN SILTY SAN.p� GF CONCRETE I• 1.5_ I/A OWTS FUJI CEN7 2.0' _ —SM FILL BRN.lTAN F-M SAND, TR i SP PUMP TANK WITH LOT 23 q ` ' BRN. F-M SAND,TR SILT 2-PUMPS N/O/F 2" MIN.VENT , - -4.0 — —SP GEOMAT 39" ABBIE W/CHARCOAL SOUND AVENUE ' WATER IN BRN.W/DK`BI 2 X 29'= 58' BERNARD FILTER I SAND,TR. GRAVEL, SIL" ELEC. & 50% EXPANSION USES PUBLIC WATER AIR LINES `� DK. GRAY BRN. M-F= SAP GRAVEL, SILT, COARSE 13_0'— SP DECORATIVE EXISTING LP AND ST TO BE j'. — _ RETAINING ABANDONED,•PUMPED, =' ;I N/O/F GRAY/GRAY BRN. SAN[ WALL SAND FILLED;-COVER''- ;, 't` COUNTY OF _ 18 p'— _GPAVEL, SILT, LOT 21 TW EL. 6' 'REMOVED a' PROP.� DDITION S ," SUFFOLK DK. GRAY/GRAY BRN. F ELECTRIC ) ' NOT DEVELOPED N/O/F N 540 30' CONT NEC. . 129.82 63 �1 SILT,L? CRAY, ROOT F JOSEPH �� - --------- ,off-- —CONT OWER 1 /, — 23_0 — —ML-OL? MARCHESE ► - COVER ON P t. M (n CENTER '— -- 10.4'' + ► ,vim 152 OF50OAD SILT RAY/GRAY SAND, AND ANNETTE 6.Q'+i_ ,' �� ' `or MARCHESE 1 J 2s.Q' .3' 32 W _-- ,. , 10.0' \ SP i% ! 29.9 ;' IRREVOCA _ _ .1 e' RY 00 EXISTING H USE 32.0' 1 - - -- -1 2 'TOf'�` ' .O 1 W OD FRAME ; m TO BE RAIS D USES PUBLIC WATER N- O IDENCE . - 1 { cl) P No 1 No STI{ 10.0 JG,K;FL EL. 95' 1 W PROP bSEDFFL EL; 15',[ * w WA ER SERVICE 1 ro J, 10 0' EXISTING 1 �' 1 TEST HOLE 301' ,1 t'I;o XISTING CONTOUR,TYP. 1• r...:. is ASPHALT DRIV WAY BY SOIL MECHANICS DRILLING 1 O N \ PROP. �., r----------- TO REMAIN CORP. I - o C3� r I -- 240 — T--� - r•••�+-W w ;; >' l I DATE SEPTEMBER 11, 2015 CONTOUR,TYP. G 1 22.o I of M i � � F ESTIMATED HIGHEST EXPECTED a' PERC TEST LOC N J LO L --- 1-J '. 3 GE ,. ? yi-'2- ------ J — _ "",�� FID_—+ _ — `' 10'., / — — 65 GROUNDWATER ELEVATION 2.5' FD C 30� 1 A/ 2Q'+/- i.' 'N, CM I IF, S 30' W 'N, VALVE TO BE DEMOLISHED , EXISTING TREE TO LOT 25 TEST HOLE PROPOSED WATER;$E_RVICE ,•: `'w -'''= SITE PLAN IS BASED ON SURVEY BY BE REMOVED N/O/F Y SHED AND '• -TO.TERIOR ', R NATHAN TAFT CORWIN III EROL EXTERIOR ' SHOWER = LAND SURVEYOR SHOlIVER :` .. r- DATED BAS.KURT F7.- � � ' SEPTEMBER 20, 2013 ; T R.. 240-$Q. ,USESPU6L:IC:INA E _ _ ,( {• SURVEY NOTES: f,a. P CONNECTION TO NATIONS 24PiM PROPERTY ELEVATIONS MAP PR I SHORES :DEDICATED BREAKER ON MAP OF PECON C LOT 24, «.r =DEDICATED BREAKER ONFILE No. 117 FIID AUGUST 5, 1924 B B R EVFA�T O-1RR,Y''�7`r.• - - - ��..A. _ , °HOUSE`"MAIN PANEL IT UATE P E CON IC' TOWN W N OF S OUTHOL D SUOLK=F �OU TYNEW A .K. - ING GALLEY w% PROVIDE TRANSFER S:C TAX No: 1000-67-02-11 _ << `L`G=:' LEACH �, - , & AND 'ut LEACHiNCa.POOL:,., :.; SWITCH FOR GENERATOR -;SCALE-1"-=20' Lt?„ _ AT #�: N r: 16 @ MAXIMUM " ., CQNNECTIQ LOT ACRE CALCULATED 0 PJIAX • CONC. CONCRETE - MtN'.IMUM; MIN. .. C.O. CLEAN OUT N.T.S. 4.; `NOTTO:SCALE - DB DISTRIBUTION BOX _ REQ. REQUIRED i '': ''Y= ' ;.4 ~1.=ELEVATIONS ARE REFERENCED'Tbs NA:V E or ELEC. ELECTRIC fMENTOF SCDHS SUFFOLK COUNTY DEP:`..;_ - EXISTIN,G.ELEVATIONS,ARE,SHOWPd.THIJS: ELEV. or EL. ELEVATION HEALTH SERVICES l ' ' 'v • G GAS "' _ 2.'Tt fI.S'-PRl9P..ERTY IS<INFLQOU ZOP1E AE(Et -• .. ~ MA HIGH-DENSITY POLYETHYLENE ST SEPTIC TANK A , n }, ;_ sy_; :., v,.:.: '. F1'OQQ tNSURANGE:F�AA �' 103GQ HDPE TOP OF ZONE AE: LOUF3 ELEVATlON5 t}ET BAs `. ... T...� ..r. wrrnwinTl�/C /lA1CITF T n 1_ ' SOUND AVENUE �i N54030,E s PROPOSED CONTOUR TYP _ EXISTING CONTOUR TYP. }� ► ' s 12982, 11 p, FROM►TIDAL WETI AND r 1 100. � CULTEC CONTACTOR 10OHD :- — —` HEAVY DUTY CHAMBER o�+ It PROPOSE ` _ _ — 0m � Re-r,4 )ED STONE 1 WALL Z \\\ P '--'==t- ROP j' OSEt) 64.42' 1 131-91/2" ! r--- ===_-j REGRADE '' `" 6_3 SANITARY/ j ;_ FOR ACCESS GATE SYSTE r- o 1 --- PERMIT 15 _-_ -----_ter i PROPOSED- 22.10' o =ADDITION_-_- -- L -IL-- i N - __ -- --_- RAISED EXISTING 's ,i c") 24'-0,, _ HOUSE ; o OPOSED_ ------ -- -- 1030, 30' ND EXTERIOR21.0'+� _- <s w - ------w -- HOWERN ! L , .12'-6" ! p WATERT 0 s rP PROPOSED co S 540 30' cy ENTRY 1 —'—'STA IRWA m ol / _ 1 142 10!• --- _-__ --J� j EXISTING G AVE DRIVE I -.,:; / r TO REMAIN CULTEC CONTACTOR 100HD / �-- ' � HEAVY DUTY CHAMBER' FOR VEHICULAR TRAFFIC f/ HAY BALE AND/OR SILT FENCE cm I / / j TEST HOLE / I t, 'I ,� Stormwater Management Plan ' i I _ 1 BARN I L. IC ALAWNtU0 ; L DOOR WITH WINDOW NOTE ABOVE o 1 PROVIDEATLEASTONE I I I B'-T 1/4" 20P-I 3W 16f 10'-0'H- 1 3'-1114- ' HOSE BIBLOCc TION TO BE f 4 DETEARMINED BY OWNER 4 c NEW ACCESS STAIRWAY 2 PROVIDE ELECTRICAL%D A5 2 1 Al q PLUMING CONNECTIONS TOAS A4 NEW SEWER SYSTEM S 01 '�� ,�1Cellar F Guv ocl SOUND AVENUE N54.30%6 ! PROPOSED CONTOUR TYP 1 n EXISTING CONTOUR TYP ` 129,87 ' tooOFROMTIDALTIN O O I OQ 2'DEEP,GALLEY �i o DRYWELL II PROP I' Y RETAIN, NE 1 6 b n I I•{-• .......... �� v 9 STOP MAIN 44 1 1 REGRADE !U 1.122 ��oPoR Ep = 13'-012' .. ..yl..._.: ��R'AC'�SS GATE � � I\ I � eAN�'CTEA ' -__ PER TRD@ ----- - - - I Derma r'"1 - - -_ --_ ----------" S� _ ED - -E_ -- - ' r 5 ,s i 4 834`--- --- 221a E r - -__ b r-PROPOSED Z 3 b ADDfi1tlN� ISED EXIST 24'.0. .r.;�l -..�`l-*"'. iaiPOSE JRESiIOR "..�.tfay 9WER 17,8" 'rJt a WATER ERVI E SITE MATH, PROPOSED co LAND S DATEI 54 30,W �L_ _' , ............. 1 �g AIRWAY m SEPTI ~ + 1 - SURVI L MAP F 142.1 EXISTING D AY 1072 TO REMAIN I FILE N I i „�, I SRUA Y ,� SUFIC 2'DEEP,GALLEY T .dLJ S C ORYWELL 1` h r'TJ� SCALE PROVIDE H2O LOADING �� Yh0(� �,/� jy �, i IOTN FOR VEHICULAR J I TRAFFIC y ^/ _ I� i ♦�• ` EASTI 2 THIS f FOOL ZONE � n Rifa Plan _ I _ 1 8 FOUNDATION LOCATION AT LOT 24 MAP OF 5 2019 ,� PECONIC SHORES JUL FILE No. 117 FILED AUGUST 5, 1924 SI T UA TE PEC 0 NIC TOWN OF SOUTHOLD 0�9 , SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-67-02-11 SCALE 1"=20'19 JULY 2, 2019 a, 00, AREA = 6,798 sq. ft. (�0 i l� t� 0.156 ac. gi / ,A9 p. , v NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:XKx F.FL.— FIRST FLOOR , 60A 0 <<1 1 dry. Com. Dr 0/ �� \c�• ��� PREPARED IN ACCORDANCE WITH THE MINIMUM / STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY FORT SUCH USE BYND A ADOPTEDLAND / TITLE ASSOCIATIO � �0 ftT -C, �P�4 � Cdr O014 ,4 '_Q ' SO UNAUTHORIZED ALTERATION OR ADDITION N.Y.S. Lic. No. 50467 TO THIS SURVEY IS A VIOLATION OF •OO, C-) SEC11OION209 F THE NEW YORK STATE Nathan Taft Corwin III COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. i CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. LS. IS PREPARED, AND ON HIS BEHALF TO THE Joseph A Ingegno L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND Title Surveys — Subdivisions — Site Plans — Construction Layout TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631727-2090 Fax (631727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SANITARY SYSTEM DESIGN: GENERAL CONDITIONS: studio a/b architects GROUND ELEVATION EL. 6.5' 1. INSTALLATION SHALL COMPLY WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES' ` BRN SILTY SAND, TR. GRAVEL, #OF BEDROOM: 5 REGULATIONS, STANDARDS,AND REQUIREMENTS,AND SHALL BE STRICTLY IN ACCORDANCE TO THE 651 West Main Street, CONCRETE PRIMARY/TREATMENT SYSTEM: I/A OWTS: FUJI CLEAN CEN 7 (CATEGORY 1) MANUFACTURER'S INSTRUCTIONS. I/A OWTS FUJI CENT ' 1.5' _SM FILL I/A OWTS CAPACITY REQUIRED: 550 GPD Table 3 Riverhead, NY 11901 I I/A OWTS CAPACITY DESIGNED: 630 GPD 631 591 2402 1 _ 2.0' _ _BRN./TAN F-M SAND, TR SILT 2. THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 631 3231426 PUMP TANK WITH LOT 23 ' SP ARTICLE VII (SEPTIC INDUSTRY BUSINESSES)AND ENDORSEMENT J (INNOVATIVE AND ALTERNATIVE info@studioabarchitects.com LEACHING SYSTEM: PRESSURIZED DRAIN FIELD 2-PUMPS BRN. F-M SAND, TR SILT TREATMENT SYSTEM INSTALLER)THROUGH THE SUFFOLK COUNTY DEPARTMENT OF LABOR, N/O/F 2" MIN. DIRECT ON REPLACE WITH NEW SAND AND LOAMY SAND VENT - 4.0' AFFAIRS,LICENSINGANDCONSUMER PURSUANT TO SUFFOLK COUNTY CODE§563-7 g 9(11) (J)..THE mailing address: GEOMAT 39" ABBIE W/CHARCOAL SOUND AVENUE , `, WATER IN BRN.W/DK BRN F-M DEPARTMENT OF LABOR, LICENSING,AND CONSUMER AFFAIRS MAINTAINS A LIST OF LIQUID WASTE PO Box 444 2 X 29'= 58' BERNARD FILTER �, SAND, TR. GRAVEL, SILT SP PERCOLATION TEST NOT REQUIRED FOR SW OR SP SOILS; LICENSE HOLDERS. Orient NY 11957 ELEC. & 8.0 FOR CATEGORY 1 I/A OWTS,A PERCOLATION RATE FOR SAND AND LOAMY SAND IS 3.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY. 50% EXPANSION USES PUBLIC WATER AIR LINES IDK. GRAY BRN. M-F SAND, TR. 1-5 MIN/IN WITH AN ALLOWABLE APPLICATION RATE OF 3.0 GAL/DAY/SF.AS PER TABLE 13 OF SCDHS RESIDENTIAL STANDARDS GRAVEL, SILT, COARSE SAND 4.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE ACTIVE O&M (OPERATION AND MAINTENANCE) SP AGREEMENTS BETWEEN THE PROPERTY OWNER AND SERVICE PROVIDER. DECORATIVE EXISTING LP AND ST TO BE / � - 13_0'- - REQUIRED LENGTH FOR 39"WIDE GEOMAT: RETAINING ABANDONED, PUMPED, / GRAY/GRAY BRN. SAND, TR. 110 GAL/DAY X 5 BEDROOMS=550 GAUDAY WALL SAND FILLED, COVER N/O/F 5. SERVICE PROVIDERS MUST REPORT ALL O&M ACTIVITIES TO SCDHS SUFFOLK COUNTY ` LOT 21 TW EL. 6' REMOVED o= ! COUNTY OF _ 18_0'- _GRAVEL, SILT, DIVIDED BY AN APPLICATION RATE OF 3 GAL/SF= REQUIRED AREA OF 183.3 SF DEPARTMENT OF HEALTH SERVICES). PROP.ADDITION SID 183.3 SF/3.25 FT(39 IN/121N) = 56.4 LF N/O/F ELECTRIC 1, SUFFOLK 50% EXPANSION REQUIRED=28.2 LF 6. COVENANTS MAY BE REQUIRED ON PROPERTIES WHERE I/A OWTS ARE INSTALLED REQUIRING; N 54° 30' _ _- -'""�" 129.82r NOT DEVELOPED DK. GRAY/GRAY BRN. FINE SANDY CONTROL €'ANEL 8.3 ! SILT, TR. CRAY, ROOT FIBERS SYSTEM REPLACEMENT IN EVENT OF FAILURE; O&M REQUIREMENT;ACCESS TO DHS JOSEPH =__ - - --- - - - DESIGNED: (2) WS EACH 29 FT LONG; TOTAL LENGTH 58 LF; INSPECTION/SAMPLING ON QUARTERLY BASIS IF NEEDED; OTHER REQUIREMENTS THAT SCDHS DEEMS s--- -o - -- A BLOWER I 23 0'- _ML-O L? NECESSARY. v - ' M ' - 50/o EXTENSION: 1 ROW o 29 T. MARCHESE t5-' - _ COVER ON P /o CENTER ( ) AND ANNETTE ` 5/32" HOLES SPACED 2 FT APART I - �� + 152 OF ROAD LT. GRAY/GRAY SAND, TR. GRAVEL 6.(31./-+/ I �, !, 10.4' 50 SILT 30 HOLES PER ZONE (15 PER LATERAL)WITH ORIFICE SHIELDS 7. PERFORMANCE STANDARDS FOR I/A OWTS TECHNOLOGIES: Owner: MARCHESE 29.0' .3' 3.2' � __ ' _- 0 RREVOCA On f 2.9.97' 10.0' r I SP I/A OWTS MUST MEET TREATED EFFLUENT CONCENTRATIONS FOR TOTAL NITROGEN OF NINETEEN (19) _ _ - ,1 s o rl DOSE VOLUME: MG/L OR LESS. I r- . - --� 1 '711 , ,O 1 2 TORY EXISTING H USE 32'0 REQUIRED: MAX: 0.25 GAL/DOSE X 183.3 SF=45.8 GAL(SC) Robe Dunn USES PUBLIC WATER / I (�..,__ _-_ m __-J .� 1 '' W OD FRAME m - c�A R IDENCE (C1 TO BE RAIS D DESIGNED: 30 GAL/DOSE t o 1 1.8' 14T FREQUENCY: 550 GPD/30 GAUDOSE = 18.3 DOSES/DAY P 10.0 0 1 o STING F.FL.EL.8.95' 1. w SEPTIC/TREATMENT CONSTRUCTION CRITERIA: EXISTING 1 .�._ r "'T - 1'N PROPOSED F.FL.EL.15 N w OR EVERY 1 HR AND 18 MIN. 3645 Mill Lane, PO Box 185 1. SEPTIC/TREATMENT Peconic NY, 11958 C .," °' 1 0 100 WATER SERVICE RUN TIME FOR 30 GAL/DOSE: CONTOUR, TYP. I 4 00 1 30.1 )1EXISTING TEST HOLE I CONCRETE SHALL BE MINIMUM 3000 PSI,28 DAYS SET,AND COMPLY WITH ASTM C-1227-10A, CD � N 1 1 30 GAL/15 GAL/MIN=2 MIN tel 631 876 5367 O I I /i` ___ /TO ASPHALT DRIV WAY BY SOIL MECHANICS DRILLING STANDARD SPECIFICATION FOR PRECAST CONCRETE SEPTIC TANKS" PROP. M I __ ____ _ o ____ _ -------- 1 NOTE THAT ACTUAL USAGE MAY BE MUCH LOWER, SO SETTINGS WILL NEED email dunn3809@aol.com CONTOUR,TYP. o I T �" REMAIN CORP. II ALL NON-CONCRETE TANK WALLS, FLOORS, ROOF AND ACCESS COVERS SHALL RESIST AN t 220 za.o i a I wF ME I i DATE SEPTEMBER 11, 2015 RECALCULATION. APPLIED FORCE OF 300 POUNDS PER SQUARE FOOT(PSF). PERCTEST LOCAT{bN - - � I �I � -.E G GE � I � I co_ , III. NON-CONCRETE PREFABRICATED SEPTIC TANK& I/A OWTS SHALL CONFORM TO THE I / LOT-24' L 1_J mr---- 30'_ `------------ ESTIMATED HIGHEST EXPECTED PUMPS: DUAL PUMPS INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS "AMERICAN NATIONAL /600- _ -_ - ��M - - - - - - 65 / GROUNDWATER ELEVATION 2.5' EACH CAPABLE OF DELIVERING 15.9 GPM AT 9.4 TOTAL DYNAMIC HEAD STANDARD FOR PREFABRICATED SEPTIC TANKS"ANSI Z1000-2007 AND ANY UPDATES THERETO. property Tax Map#: FD o 20'+/_w� 142.10' FD r (ORENCO PFEF40 SUBMERSIBLE EFFLUENT PUMP 4/10HP, 115/230V 1!?J) IV. EACH SEPTIC TANK& 1/A OWTS SHALL BE IDENTIFIED BY THE MANUFACTURER AND DISPLAY THE 1000-67-02-11 IP S 30 W CM FOLLOWING INFORMATION PERMANENTLY MARKED AT THE INLET END OF THE TANK: TOBEBALL VALVE - DISTRIBUTION CALCULATIONS 1. MANUFACTURER NAME OR LOGO site street address: DEMOLISHED TRANSIT DIA: 1.5 IN 2. CAPACITY AND NUMBER OF OPENINGS 3645 Mill Lane DEMANIFOLD DIA: 1.5 IN 3. MAXIMUM DESIGN LOAD Peconic NY, 11958 EXISTING TREE TO - LOT 25 TEST HOLE i LATERAL DIA: 1 IN 4. THE DATE MANUFACTURED. BE REMOVED N/O/F PROPOSED WATER SERVICE ' SITE PLAN IS BASED ON SURVEY BY #OF ORIFICE/LATERAL: 15 V ALL CAST-IRON AND HDPE COVERS SHALL BE SET AT FINISHED GRADE, BE LOCKING, TAMPER- SHED AND TO EXTERIOR SIZE OF ORIFICE: 5/32 IN NATHAN TAFT CORWIN 111 RESISTANT, WATERTIGHT, INSECT-PROOF, FLAT, SKID-PROOF,AND BE APPROVED FOR SEWAGE EROL EXTERIOR SHOWER LAND SURVEYOR TRANSIT LENGTH: 12.8 FT USE. COVERS AND RISERS SHALL BE CAPABLE OF WITHSTANDING A TRUCK WHEEL LOAD (36 S IN. BASKURT SHOWER DATED ELEV. LIFT: 5 FT OF 2500 LB FOR 60 MIN WITH A MAX.VERTICAL DEFLECTION OF 1.5 IN. USES PUBLIC WATER 240 SQ. FT. SEPTEMBER 20, 2013 VI. ALL COVERS FOR PRE-CAST CONCRETE STRUCTURES, WHEN NOT REQUIRED TO BE BROUGHT TO DISCHARGE RATE: GRADE, SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL) SURVEY NOTES: Q-CA(2gh)112 VII. HDPE COVERS AND RISERS ARE REQUIRED TO BE USED ON NON-CONCRETE SEPTIC TANKS.THEY 20 AMP CONNECTION TO MAP PROPERTY ELEVATIONS WHERE C= 0.6(ORIFICE COEFFICIENT FOR SHARP-EDGED ORIFICE) SHALL BE SET AT FINISHED GRADE, BE LOCKING,WATERTIGHT, INSECT-PROOF,AND BE APPROVED No. Description Date DEDICATED BREAKER ON LOT 24, MAP OF PECONIC SHORES g = GRAVITY CONSTANT= 32.2FT/SEC2 FOR SEWERAGE USE. ABBREVIATIONS: DEDICATED BREAKER ON FILE No. 117 RID AUGUST 5, 1924 h = HEAD IN FEET= 3 FT Vill.IF A RISER COVER WEIGHS LESS THA. 60LBS A SECONDARY SAFETY LID OR DEVICE SHALL BE HOUSE MAIN PANEL A=AREA OF ORIFICE IN FEET2= 0.000133 SQ FT SITUATE PECONIC,TOWN OF SOUTHOLD PROVIDED. & AND LG LEACHING GALLEY SUFFOLK COUNTY, NEW YORK Q = 0.6 X .000133FT2 X(2 X 32.2 FT/SECz X 3FT)'/2 =0.001110 FT 3/SEC PROVIDE TRANSFER X 7.48 GAL/FT3 X 60 SEC/MIN=0.5 GAL/MIN PER ORIFICE @ AT LP LEACHING POOL SWITCH FOR GENERATOR S.C. TAX No. 1000-67-02-11 2. SEPTIC TANK& I/A OWTS SHALL BE WATERTIGHT AND CONSTRUCTED OF SOUND AND DURABLE CONC. CONCRETE MAX. MAXIMUM SCALE 1"=20' LATERAL DISCHARGE RATE=#OF HOLES/LATERAL XGPM/HOLE= 15 X 0.5=7.5 MATERIALS THAT ARE NOT SUBJECT TO EXCESSIVE CORROSION OR DECAY. CONNECTION LOT ACRE CALCULATED 0.16 GPM/LATERAL A. ALL SEPTIC TANK& I/A OWTS MUST BE CERTIFIED AS WATERTIGHT BY MANUFACTURER USING C.O. CLEAN OUT MIN. MINIMUM DIFFERENCE BET. 1ST+ LAST ORIFICE = 5.5% <10% OK (SOFTWARE) EITHER VACUUM TESTING OR WATER TESTING METHODS. DB DISTRIBUTION BOX N.T.S. NOT TO SCALE VELOCITY: 2.5 FPS (>2 AND<8) OK (SOFTWARE) I. VACUUM TESTING MUST PULL 4"OF MERCURY HG), FOR 2 MINUTES WITH A LOSS OF 10% OR E or ELEC. ELECTRIC REQ. REQUIRED TOTAL DISCHARGE RATE: 2 X 7.5 = 15 GPM USE 15.9 SOFTWARE ELEV. or EL. ELEVATION SCDHS SUFFOLK COUNTY DEPARTMENT OF 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM (SOFTWARE) LESS. G GAS HEALTH SERVICES EXISTING ELEVATIONS ARE SHOWN THUS: 10.0 II. WATER TESTING: SEAL TANK; FILL TANK WITH WATER TO OUTLET INVERT ELEVATION FOR 24 2.THIS PROPERTY IS IN FLOOD ZONE AE (EL. 9)AS SHOWN ON DOSE VOLUME HOURS. REFILL THE TANK TO OUTLET INVERT AFTER 24- HOUR PERIOD AND LET STAND FOR 10 HDPE HIGH-DENSITY POLYETHYLENE ST SEPTIC TANK TOTAL LATERAL VOLUME = (N)X(L)X(PIPE SECTION SF)X 7.48 GAL/FT3 FLOOD INSURANCE RATE MAP No. 3610300161 H HOURS.APPROVED IF WATER LEVEL IS HELD FOR 10 HOURS. I/A OWTS INNOVATIVE AND ALTERNATIVE ONSITE T.O. TOP OF WASTEWATER TREATMENT SYSTEM T. WATER ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 2`29'`(1/2/12)^2"3.14"7.48=2.37 GAL PER ZONE B. ALL PENETRATIONS PIPES SHALL BE CONNECTED TO TANKS WITH A CAST-IN-PLACE, INV. INVERT W/ WITH WATERTIGHT, SEALED FLEXIBLE JORIT AND THE PIPE GASKET SHALL BE FASTENED TO THE PIPE RECOMMENDED MIN. DOSING VOLUME = WITH A STAINLESS STEEL RETRACTABLE CLAMP.ANY NEW HOLES REQUIRED TO BE INSTALLED 5 TO 10 X LATERAL PIPE VOLUME (NYS), PLUS MANIFOLD FOR BACK FLOW ONSITE SHALL BE CORE-DRILLED. 5 X 2.37 = 11.8 GAL/DOSE OR 10 X 2.37=23.7 GAL/DOSE I/A OWTS LAYOUT PLUS TRANSIT VOLUME OF 1.18+ MANIFOLD OF 0.48 GAL=25.36 GAL/DOS C. PRECAST CONCRETE SECTIONS SHA'.L BE SEALED WITH ONE (1)-INCH BUTYL RUBBER JOINT DESIGN: 30 GAL SEALANT WHICH CONFORMS TO AST,1 C-990. JOINTS ALIGNED IN THE SAME PI-ANE WILL ALSO HAVE FLAT BUTYL TAPE APPLIED TO THE 0'ITSIDE OF THE JOINT, - PUMP SIZE: FRICTION LOSS: 3. THERE SHALL BEA MINIMUM ONE-FOOT AIRSPACE MEASURED FROM THE OUTLET.INVERT TO THE TRANSPORT: 0.2 BOTTOM OF THE TANK COVER. LATERALS: 0.4 MANIFOLD: 0 4.ACCESS TO EACH TANK OR COMPARTMENT OF THE TANK SHALL BE PROVIDED BY AN ACCESS OTHER: 0.8 COVER WITH AN INSIDE DIMENSION OF AT LEAST 20 INCHES IN DIAMETER,AND IN COMPLIANCE WITH 5- DECORATIVE RETAINING WALL SUB TOTAL: 1.4 111 AND 5-114B-7 OF CDHS RESIDENTIAL STANDARD 2016.ALL OPENINGS SHALL MEET THE FOLLOWING- --FINISHED GRADE TW EL. 6.0' ELEV. 5 r* '�i]Ii8►•'s L. REQUIREMENTS: At?3fl ` E "`t ° " EL. 6.1' RESIDUAL HEAD 3 A. OPENINGS SHALL BE PROVIDED OVERALL INLET AND OUTLET PIPES '•'� ^� - �°r� st1i Ii:��i;sl~ :Tilt 13'-6"+/-OR MORE BOUNDARY TOTAL HEAD 9.4 B. WHERE EXTENSIONS ARE REQUIRED,THEY SHALL BE WATERTIGHT Cam EXISTING GRADE EL. 5'+/- C. SEPTIC TANK& I/A OWTS MANUFACTURERS SHALL PROVIDE A LABEL OF NONCORROSIVE MATER A�OIns 'I W n PUMP CAPABLE OF 15.9 GPM AND 9.4 HEAD LOSS IN PROMINENT LOCATION AT EACH ACCESS OPENING TO WARN "ENTRANCE INTO TANK MAY BE FATAL""" SEPTIC TANK& I/A OWTS INSTALLATION STANDARDS OTHER NOTES: 1.ALL APPLICABLE RECOMMENDATIONS PROVIDED BY THE MANUFACTURER SHALL BE IMPLEMENTED. FUJI I PRESSURIZED SOIL TREATMENT UNIT 1. ALL PIPING FROM THE PUMP FLANGE TO THE DISTAL END OF THE LATERAL 2. THE SEPTIC TANK& I/A OWTS SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAXIMUM CENT SHALL BE PRESSURE RATED SCHEDULE (SCH)40 POLYVINYL CHLORIDE (PVC)OR TOLERANCE IN ANY DIRECTION OF+/-ONE QUARTER INCH) ON A MINIMUM 3 INCH THICK(OR EQUIVALENT AND MEET ASTM STANDARD D-1785 WITH PRESSURE FITTINGS. MANUFACTURER'S RECOMMENDATION)BED OF PROPERLY LEVELED AND COMPACTED SAND (FREE 2. TRANSPORT/MAIN MANIFOLD PIPING OVER UNDISTURBED TRENCH BOTTOM FROM ROCKS)OR PEA GRAVEL. BACKFILL SHALL BE PLACED AROUND THE SEPTIC TANK& I/A OWTS IN WITH BACK FLOW TO TANK(1/1671-F). SUCH A MANNER AS TO AVOID DAMAGE AND COMPACTED IN 6-INCH LIFTS. BACKFILL SHALL BE FREE OF SUFFOLK COUNTY DEPARTMENT dF HEALTH SERVICES 4"(2" MIN.)DIA. HDPE VENT 3. A CHECK VALVE SHALL BE INSTALLED JUST ABOVE THE PUMPS BEFORE THE LARGE STONES, STUMPS,AND CONSTRJCTION DEBRIS. 2-BEDROOMS W/CHARCOAL FILTER TREATMENT FIELD. PROVIDE PIPE DRAINAGE BY INSTALLING A WEEP HOLE 1/4" PERMIT FOR APPROVAL OF CONSTRUCTION FOR A ADDITION 18" MIN.ABOVE GRADE PLACED AFTER THE CHECK VALVE IN THE PUMP TANK,WITH SPRAY DIRECTED 3. THE TOP OF THE SEPTIC TANK& I/A O'INTS SHALL NOT BE LOCATED GREATER THAN TWO AND HALF RAISED EXISTING (TOTAL 5 LOCATED NEAR NORTH BOUNDARY AWAY FROM SENSORS. FEET OR LESS THAN ONE FOOT BELOWFINAL GRADE. FOR SEPTIC TANK& I/A OWTS WITH DOMES,THE SINGLE FADilLY i;r.Slt3E1 CC 014°MY HOUSE BEDROOMS) AMONG PLANTS 4. PUMP TANK TO HAVE BOTH HIGH-WATER ALARM AND PUMP CONTROLS AND TOP OF THE DOME SHALL NOT BE LOCATED GREATER THAN TWO AND HALF FEET OR LESS THAN ONE LOW-WATER AND REDUNDANT OFF CONTROL.WITH A DUAL PUMP SYSTEM, THE FOOT BELOW FINAL GRADE. DATE �, H.S. RCP D �� 2" PRESSURIZED TRANSIT AND MANIFOLD HIGH LEVEL SHALL ANNUNCIATE THE ALARM AND START THE SECOND PUMP. PIPE, SCH 40 5. DUAL PUMP SYSTEMS SHALL HAVE AN ELECTRONIC CONTROL TO ALTERNATE 4. THE PREFERRED METHOD OF DEWATERING WILL BE BY PUMPING AT RATES LESS THAN 45 GALLONS APPROvr. CONTROL PANEL PUMP SELECTED AS LEAD PUMP. PER MINUTE FROM AN ADJACENT, DEEPER HOLE. PROPOSED METHODS FOR DEWATERING WILL 6. THE PRESSURE HEAD NEEDS TO BE MEASURED IMMEDIATELY AFTER THE NEEDS APPROVALS AND EVIDENCE OF COMPLIANCE WITH NYSDEC REQUIREMENTS. FO r IMt1p.1 OF ,5, INSTALLATION OF THE PRESSURIZED DRAIN FIELD AND RECORDED AND LEFT ON BLOWER AND COVER EQUALIZATION SITE CONTROL PANEL). EXPIRE .11REE:YEARS FROM DATE Or-` � ROVAL RAISED FIRST FLOOR VALVE ( ) DEWATERING NOTES: EL. 13' 7. TREATMENT FIELD TO BE 10' FROM TREE AND BUSH ROOTS. FOR ACTIVITIES REGULATED BY 6 NYCFFR PARTS 661, 663, 666 AND TEMPORARY DEWATERING SUBJECT C.O. 8. FINISHED GRADE OF PRESSURIZED TREATMENT FIELD SHOULD BE 8-12 INCHES TO PART 602, PERMIT SAP-1-17-001 SHALL BE OBTAINED FROM NYSDEC BY THE CONTRACTOR. SCREEN ABOVE THE ELEVATION OF ITS INFILTRATIVE SURFACE AND SHOULD BE MOUNDED ALL ACTIONS SHALL BE COMPLAINT WITH THE ASSOCIATED REGULATIONS, INCLUDING BUT NOT PROJECT PORCH 4"WASTE 4"WASTE 1" PRESSURIZED LATERAL TO COUNTER SETTLING.ADJACENT LAND SURFACE SHALL MAINTAIN THE SAME LIMITED TO: ■ TRANSFER HOUSE ADDITION CLASS 2400 OR SDR 35 CLASS 2400 OR SDR 35 W/ORIFICES IN GEOMAT ELEVATION FOR A DISTANCE OF 3 FEET FROM THE TREATMENT FIELD EDGE, WITH A. INSTALLATION OF EROSION CONTRDLS Innovative a n d SWITCH PANEL 1/4"PER 12"SLOPE 1/8"PER 12"SLOPE MIN. SYSTEM A TRANSITIONAL SLOPE NO STEEPER THAN 3:1. B. NO DISTURBANCE OF VEGETATED WETLANDS MIN. 9.CLEANOUT& OF THEFICES IN THE PIPE AND FITTED DTWI HTION ORIF CE SHHIIEL SLS HALL BE DRILLED IN THE BOTTOM D. NO WET OR FRESH CONCRETE OR LEACHATE SHALL BE ALLOWED TO ESCAPE INTO THE Alternative Onsite N DEBRIS IN WETLANDS OR ADJACENT AREAS 13.5' 4 IL 18" DISTAL HEAD 10. THE END OF EACH LATERAL WILL HAVE A CLEAN OUT WITH A SWEEP ELBOW WETLANDS OR WATERS OF NYS. ONLY WATERTIGHT FORMS TO BE USED.WET CONCRETE SHALL Wastewater Treatment - -----�_�� �_��-----------; RISER LEACHING PORT FINISHED (NOT 90°)WITH A MALE SCREW CAP. NOT BE POURED TO DISPLACE WATER WITHIN FORMS. FOR GRADE 11. LATERALS CAN BE NO LONGER THAN 50 FEET. E. NO TOXIC MATERIALS r r CHAMBER: a-e GENERATOR --- Ll_ ______________ ___________________ 10.0, 6"RISER,TYP. EL. 6.1' +/- 12. A SOD OR SEEDED GRASS COVER SHALL BE INSTALLED ABOVE THE F. ALL EQUIPMENT AND MATERIALS SHALL BE STORED IN WORK AREA OR 100' FROM WET LANDS OR i CONNECTION - - I RAWL 1 GEOMATLEACHING System (I/A O S ACE 3.0'+/- 5'+/_ SYSTEM, 39"WIDE 3.0 TREATMENT. WATER BODIES. R I I Tn 1:3 SLOPE MAX. 13. ALL PRESSURIZED FIELDS SHALL REQUIRE LATERAL FLUSHING/BOTTLE G. DISTURBED AREA TO BE SEEDED AND MULCHED WITHIN TWO DAYS OF FINAL GRADING. FMA N�M CELLAR I EL. 5.5' L >J BRUSH TREATMENT AT LEAST ONCE A YEAR. H. NYSDEC MUST BE IMMEDIATELY NOTIFIED IF A PETROLEUM ODOR OR SHEEN IS DETECTED DURING Mill Lane ti, '��EXCAVATION. A _ _ _ _ _ I. THE DEWATERING OPERATION SHALL BE CARRIED OUT BY A WELL DRILLER DULY REGISTERED IN 'T` : PLANE ESE OOD -L. 9' ------------- - -------Nl ---- --- = M ACCORDANCE WITH SECTION 15-1525 OF THE ENVIRONMENTAL CONSERVATION LAW. - - - ), LJ. DISCHARGE SHALL NOT VISIBLY INCREASE THE TURBIDITY OF THE RECEIVING WATER BODY OR PUMP EXISTING GRADE 4' _ ALTERNATI E I/A OWTS _ _ RESULT IN SCOUR, BY USE OF GEOTEXTILE FILTER BAGS,A DIFFUSER, OR OTHER APPROVED �, 021pd``'" ,�'•` m TANK EL. 5.0' +/- METHODS. GROUND PIPE ROUTE FUJI CEN7 AS PER K. OBTAIN AUTHORIZATION OF OWNER OF THE MUNICIPAL STORMWATER DRAINAGE SYSTEM PRIOR WATER LEVEL c`I w CONSTRUCTI GROUNDWATER LEVEL TO DIRECTING ANY DEWATERING DISCHARGE TO THE SYSTEM. SLOPE EL. 2.5' EL. 2.5 W 0_ SCHEDULE FNG',IrR�S GEI';II•jC"TiC'l I ' C��JICt?. THE METHOD OF DEWATERING AND THE APPROVALS SHALL BE GIVEN TO THE DESIGN PROFESSIONAL EL. 0 w = 2-PUMPS BACK TO PUMP -�w,#� Q«-� . I BEFORE CONSTRUCTION BEGINS. I/A OWTS Layout z � TANK ��8�'i1�P.E. �..,,f"4..�, I:,I".�II"i�ri��,O1`Z J - 0 FOR Nwta u,,i POWER SUPPLY: _ �•�- CONNECTED TO DEDICATED 115 VOLT AC,SINGLE-PHASE, rn ti En 0 + p o p coo p Qr ��'1 I I L� S�µ yy GENERAL NOTE 20 AMP CIRCUIT BREAKER IN THE HOUSE MAIN; _ g io 2i + `r' 0 "' g + FOZ FIi�hLAPr,.RW/ . usr- Gru:� j' ,j�, . + 1. BEFORE ANY EXECUTION,VERIFY ON SITE, IF APPLICABLE: PROVIDE TRANSFER SWITCH FOR GENERATOR -I O J 0 C' -� 0 J -I O ` -GRADE ELEVATIONS AT THE HOUSE WHERE THE WASTE MAIN PENETRATES. Project number 1781 W w Y o w w Y o w Z w � -GRADE ELEVATIONS WHERE EACH UNIT WILL BE INSTALLED. Date CONNECTION > � �- z > > f- z Q 5/14/2018 z 0 z m e w z z m w z < z m w -HOUSE WASTE LINE MAIN LOCATIONS AND INVERT ELEVATIONS. -ANY UNDERGROUND UTILITIES, INFRASTRUCTURES,AND/OR STRUCTURES Drawn by HA a -ANY TREES WHICH MAY AFFECT TO THE UA OWTS INSTALLATION w SECTION DIAGRAM 2. GARBAGE DISPOSAL UNITS SHALL NOT BE USED WITH A I/A OWTS. Checked by GB o 2 , T 3.3. TANKS SHOULD NOT BE PUMPED WHEN GROUNDWATER IS HIGH OR FLOOD CONDITIONS EXIST. w �? 0 C . 0 1 . a o 0 Scale ` ` As indicated 2-1/2"VENTILATION PIPE FUJI CLEAN CONTROL PANEL FOR FUJI CEN5: 1/4"SSTL CABLE studio a/b architects INSTALL PVC WELDED INSTALL ON WOODEN POST NYLON STRAP MIN. SSTL CLEVIS TYPE 4 j. CONNECTION 6FT LONG WIRE SECURED BY SCUM BAFFLE B 1/8" (ID)VINYL MICRO-TUBING FOR ( ) 651 West Main Street, SECONDARY RECIRCULATION 8 1/8 10,000 PSI RATING CLEVIS ATTACHES TO NYLON SAFETY , 8'-2 3/8" MANUFACTURER AIR PRESSURE SENSING ALARM Riverhead, NY 11901 AIR LIFT PUMP STRAP RING DEVICE, TYP. 2'-11 7/8" 2'-8 7/8" -2--l" TANK WALL PROVIDED = _ PROTECTION COVER 631 5912402 CONNECTION °�° o PLASTIC LANDSCAPE STONE 3/8"x 12 x 1 1/4"SSTL EYE HOOK 631 323 1426 DISINFECTION ADAPTER ° ° BY ZABEL ENVIRONMENTAL, OR EQ. (TYPE 4) OR info@studioabarchitects.com �� http://zabelzone.com/ THREADED SSTL OR'HOT DIP 4" INLET �3 CYLINDER h 1/8" a- p' GALVANIZED ROD WITH DROP mailing address: PIPE (OPTIONAL) 3/4" PVC CONDUIT FORGED HEAVY DUTY EYE NUTS PO Box 444 AIR LINE FROM STABLE BASE Orient NY 11957 CLASS 2400 MAC 100R PLAN VIEW POWER NOT TO MOVE BY FROST ACTION OR SDR 35 4"OUTLET PIPE 1/2"AIR BUTYL SEALANT 3/4" DIA. SUPPLY 1/4"PER 12" AL I jA INTAKE PRESSED AROUND ii:- UNDERGROUND AIR LINE TO CEN-5 UNIT z_ 2" MIN.'6"MIN.. SLOPE MIN. ° THREADS PERIMETER OF m FLEXIBLE 3/4"AIR LINE:3/4" PVC CONDUIT 8'-6„ 12„ 12" 2 EFFLUENT 4 3/8" M (2)-#4 REBAR 4 3/8" 3/4" FLEXIBLE IRRIGATION LINE, 100 PSI MAX, - A FLE AIR LIFT PUMP MAY ALSO BE USED FOR THE AIRLINE a- '- • 0. INLET B o- 00 '°_' CONTINUOUS !Q`` ! '�' AIR INTAKE CONNECTION DETAIL MAC 100R ELEVATION VIEWS MAC 10OR BLOWER DETAIL 12 N.T.S. z 1/2"AIR INTAKE (2)-CONCRETE DEADMAN 8.5'X 12"X 8"WITH DEADMAN SECTION RECIRCULATION PIPE L FLOW BAFFLE .j (2)-#4 REBAR CONTINUOUS iv FLOW OPENING, TYP. (CLEANING B BUOYANCY DETAIL, FUJI CENT OPENING) n n BUOYANCY DETAIL, DEADMAN SECTION CHAMBER VOLUME VOLUME (GAL) BLOWER SPECIFICATIONS 1/411 = 1'-0" Y 1 1/2" = 1'-0" Owner: PLAN VIEW INSTALL SECONDARY 1 SEDIMENTATION CHAMBER 397 MODEL: MAC 10OR SAFETY DEVICE, TYP. 2 ANAEROBIC FILTRATION CHAMBER 396 AIR FLOW: 3.5 CFM Robert Dunn 20" INSULATED COVER 24" INSULATED COVER 24" INSULATED COVER 3 AEROBIC CONTACT FILTRATION CHAMBER 181 NORMAL PRESSURE: 2.6 PSI ON INSULATED 6"RISER ON INSULATED 6" 7, 1 DISINFECTION ON INSULATED 6" 4 STORAGE CHAMBER 90 POWER: 120V/1.OA/6OHz 62" TIE DOWN STRAP OR TIE DOWN STRAPPING OR CABLE PRODUCTS SHALL • CYLINDER 5 DISINFECTION CHAMBER 6 OUTLET CONNECTION: 3/4 INCH CABLE ON LIFTING HOLE BE APPROVED FOR BURIED INSTALLATION (24"MAX.) BY TUF-TITE, RISER RISER 3645 Mill Lane, PO Box 185 (OPTIONAL) TOTAL VOLUME 1069 WEIGHT: 11 LBS TYP. INCLUDING: OR EQ. (24" MAX.) BY TUF-TITE, (24' MAX.) BY TUF-TITE, Peconic NY, 11958 POWER CONSUMPTION: 83 W -BURIED SERVICE POLYESTER WEB STRAPPING- CO SYSTEM SPECIFICATIONS POWER CABLE: 6 FEET MINIMUM TENSILE RATING-10,000 LBS tel 631 8765367 o FLOW OPENING MODEL: FUJI SEN-7 -GALVANIZED STEEL OR STAINLESS STEEL FLAT email dunn3809@aol.com ANAEROBIC MEDIA PP/PE FILLING RATE 32% STRAPPING-1-1/4"WIDTH X.031" MINIMUM,4500# 4"INLET PIPE "' BOARD TYPE AEROBIC MEDIA PVC/PP/PE FILLING INSTALLATION/ & TENSILE MINIMUM 2"CLOSED o _ "_� CONBOATACT PE RATE 17% MAINTENANCE NOTES: _ - INSTALL BLOWER ON CONCRETE CONCRETE DEADMAN -GALVANIZED STEEL OR STAINLESS STEEL WIRE CELL SPRAY N MEDIA AEROBIC MEDIA PP/PE FILLING RATE 55% BASE. ENSURE ADEQUATE (2)-5' X 12"X 8"WITH (2)- ROPE-1/2" DIA., MIN BREAKING STRENGTH property Tax Map#: FOAM BLOWER 3.5 CFM VENTILATION AND PROTECT AGAINST #4 REBAR CONTINUOUS 21,400LB/FT, SAFE LOAD 4280 LB/FT 1000-67-02-11 INSULATION TANK FRP SUNLIGHT. AROUND THE PIPING PVC/PP/PE - MAINTENANCE REQUIRES A TRAINED INLET ROTH RMT-500 ALL LOAD BEARING COMPONENTS-TURNBUCKLES, site street address: UPPER HALF © ACCESS COVERS PLASTIC CLEVISES, HOOKS, CABLE CLAMPS AND THE 3645 Mill Lane ( ) RECIRCULATION DISINFECTANT OPTIONAL CHLORINE TABLETS TECHNICIAN. BALANCE OF ANCHORING HARDWARE USED TO Peconic NY, 11958 OF THE TANK, M M ASSEMBLY - FOR MAXIMUM EFFICIENCY, INSPECT SECURE TIE DOWN SYSTEM MUST BY GALVANIZED TMP ® _ NOTE AND CLEAN INTERNAL AIR OR SUITABLY COATED TO PROTECT AGAINST � Zo FILTER ONCE EVERY 3 MONTHS LID ® AFTER LEVELING THE TANK, FILL THE - REPLACE DIAPHRAGM /VALVE CORROSION. SEDIMENTATION TANK(#1)WITH FRESH WATER TO ASSEMBLY ONCE EVERY 12 O © © AEROBIC THE LOW WATER LINE. MONTHS LIFTING HOLES Q MEDIA (NOTE: A DAMAGED DIAPHRAGM WILL TRIGGER THE TIE DOWN STRAP AERATION AUTOMATIC-STOP FUNCTION). 12 OR CABLE ASSEMBLY No. Description Date (2)-CONCRETE DEADMAN 4 TO 6"SAND AND GRAVEL BED 5' X 12"X 8"WITH (2)-#4 REBAR SECTION A-A VIEW 1/4"TO 1/2"COMPACTED, LEVEL SECTION B-B VIEW CONTINUOUS TO WITHIN 1/8" IIA OWTS- FUJI CEN DETAILS n BUOYANCY DETAIL, ROTH RMT500 1/411 -011 6"OF TOP SOIL BUOYANCY CALCULATION 1"SCH.40 PVC DISTRIBUTION PIPE (6" MIN.TO 10" MAX.) DISTRIBUTION PIPE SPECIFIED ORIFICE HOLES SHALL BE UNIFORM OVER SYSTEM ORIFICE SHIELD CALCULATION ASSUMPTIONS: Concrete Density= 150 lbs./ft3 WITH GEOGUARD ORIFICE SHIELD Saturated Soil Density= 110 lbs./ft3 PUMP TANK: FABRIC F1, EQUALIZATION VALVE y 500 GAL. 39"GEOMAT WIDTH GEOMAT Water Density= 62.4 Ibs°/ft3 ROTH RMT500 OR EQ. AND COVER 1"SCH. 40 PVC LATERAL or/r� CLEANOUT& DISTAL WITH GEOMAT CORE MANIFOLD GEOMA?LENGTH _ (DISTRIBUTION PIPE) — FABRIC HEAD PORT W/ =i - I ( - - Groundwater Level for calculation: PFEF SUBMERSIBLE THREADED CAP iv — SPECIFIED ORIFICE HOLES For non-concrete in flood zone Buoyancy to be . EFFLUENT PUMP BY ORENCO, TOP OF FILL -- - - evaluated with water to the To of Tank FINISHED GRADE -- Calculate with the tank emptyp /- 2' +/- SLOPE z (� I I, 1/3 MAX. I �- _ GEOGUARD ORIFICE SHIELD OR EQ. EL.6.1 EL. 6 W App + - - - --- -- - --- -- -- -- — -- -- -- - - - --- --- - -- 3/4 GEOMAT Use lant buoyancy deadmen i �— ------ ---------------- CORE FABRIC above tank shall -1 I I-_ - T& DISTAL Soil weight ab not be included in the FABRIC HEAD ORT calculations LIFTING O 36"MIN. HOLES I APPROX. EXISTING GRADE co EL. 5.50' MALE THREADED (4 TYPICAL) EL. 5' +/- z_ INV. EL.5.56' vj ADAPTER AND CAP FUJI CEN 7: 'I..........� .. . I........-... I ,a, = WEIGHT 705.00 lbs. .PERMEABLE FILL CONCRETE DEADMEN -------- I ii--i i iTHREADEDACCESS 1-60 MINUTES PER GROUND WATER INCH PERCOLATION EL. 2.5' Deadman length 8.5 ft OPENING — - - - - - — - — - - - - - - — - - -RATE inches width 12 24 I.D. DIFF. �� - o ---------'------------- height 8 inc (6, 8, or 12) .......::..,. ..,,; "° PRESSURIZED GEOMAT LEACHING SYSTEM PRESSURIZED GEOMAT LEACHING SYSTEM quantity 2 SCH 40 90 DEG SWEEP ON Deadman top above bottom of tank 0 inches CROSS SECTION LONGITUDINAL CROSS SECTION SCH40 COU6"OF PEA GRAVEL BED Deadman depth from grade 6.56 ft GEOGUARD ORIFICE SHIELD Deadman volume 11.33 ft3 Deadman weight 1,700.00 lbs. CD O O GEOMAT LEACHING SYSTEM DETAILS GEOMAT LEACHING SYSTEM DETAIL 2 1/211 - 1'-0" CJ 1 1/211 - 1'-0" Soil above Deadman, volume 111.56 ft3 INSTALL SECONDARY Soil above Deadman, weight 12,271.88 lbs. 4.25" SAFETY DEVICE-7UPLIFT FORCE so" CHECK VALVE ON EACH Volume of Water Displaced Tank 143.04 ft3 LENGTH PUMP Deadmen 11.33 ft3 CAP RUBBER GROMMET,TYP. Uplift Force by Water Displaced 9,632.75 lbs. I1/4"WEEP HOLE, SPRAY DIRECTED BUOYANCY CALCULATION Total Weight= 14,676.88 lbs. 18" RISER AWAY FROM FLOATS Uplift Force= 9,632.75 lbs. EXCAVATION PIT Negative Buoyancy 5,044.13 Ibs. Weight/Uplift Ratio= 1.52 >= 1.5 OK PROJECT ELEC. IL C° The FUJI CEN 7 with specified Deadmen complies with Innovative a n d WITH EXTERIOR Suffolk County requirements. SPLICE — E OUTLET Alternative Onsite ROTH RMT 500: WEIGHT 220.00 lbs. INLET INVERT MALE MALE MALE THREADED THREADED THREADED CONCRETE DEADMEN: Wastewater Treatment ADAPTER AND ADAPTER AND ADAPTER AND HIGH LEVEL ALARM:2"BELOW INVERT Deadman length 5 ft RUBBER System (I/A N „ CAP CAP CAP width 12 inches DOSING VOLUME 30 GAL APPROX. 2.5 GROMMET height 8 inches (6, 8, or 12) y 15 M. ' iv IN HEIGHT. SLATE OR OTHER quantity 2 Mill Lane Q SURGE VOLUME:APPROX. 245 GAL SUITABLE COVER C) _ _ Deadman top above bottom of tank 0 inches 4 ro `r' Deadman depth from grade 5.71 ft v - - - - NORMAL LOW LIQUID LEVEL 11 LOW WATER ALARM STONE DRY WALL Deadman volume 6.67 ft3 ABOVE PUMP w w BOND STONE ' y� Ab _Deadman weight 1.000.00 lbs. >` q — FLOAT LEVEL CONTROL AND VAULT � 2 MIN. PER 12 OF HEIGHT S�Qfi '_'pl LL) X Soil above Deadman,volume 57.08 ft3 r�a�`°._- ASSEMBLY AS PER MANUFACTURER'S Q SEWER PIPE > > UPPER GRADE Soil above Deadman,weight 6,279.17 lbs. RECOMMENDATION > LOWER GRADE UPLIFT FORCE 45 DEG. ELBOWS 60 DEG DOUBLE I/A OWTS Details (2)-ORENCO PFEF SUBMERSIBLE Volume of Water Displaced Tank 71.79 ft3 EFFLUENT PUMPS 30 DEG ELBOW WYE SIDED WYE BACK FILL z U) Deadmen 6.67 ft3 SAND & O w _Uplift Force by Water Displaced 4,895.46 lbs. GRAVEL E- Q MORTAL FILL,AS REQUIRED > BUOYANCY CALCULATION Total Weight= 7,499.17 lbs. 6"SAND OR PEA GRAVEL,AS ALTERNATE A: FOR BENDS ALTERNATE B: FOR USE WITH ALTERNATE C: FOR USE WITH 4"SAND AND Uplift Force= 4,895.46 lbs. Project number 1781 BLDG. EXTENSION/CONNECTION BLDG. EXTENSION/CONNECTION GRAVEL = Negative Buoyancy 2,603.71 lbs. Date 5/14/2018 Weight/Uplift Ratio= 1.53 >= 1.5 OK CONSTRUCTION WATER REMOVAL PIT FOR PUMP UP THE GROUND CLEAN OUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC DECORATIVE STONE RETAINING WALL The ROTH RMT 500 with specified Deadmen complies with Suffolk Drawn by HA K.- USE USE WITH 5' DISTANCE FROM TREATMENT UNIT County requirements. v Checked by GB ' o Pum Tank ROTH n CLEANOUT DETAILS RETAINING WALL DETAILS o 1/2" = 1'-0" 1/2" = 1'-0" 00 C . 02 C) N r Scale As indicated LO studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 5912402 631323 426 TOM Ilk 16 IN-LD info@studioabarchitects.com mailing address: t T 1 I 1 1 I W I PO Box 444 Orient NY 11957 I E s r t 1 t E I T t k L ix-t 1 1 1 E N LI 1 ltltllNl�iiv PUYCR tUJ t L.«... o-: E ALAN FLOAT t 4�8 E [---------------- I _ ._..- PUMPndblT T 1 t f E T T - I E PUM? ., t 1 LUG "�✓ TOM ToOwner: 41 IN-1-6 Robert Dunn FIELD WIRING 3645 Mill Lane, PO Box 185 Peconic NY, 11958 tel 631 8765367 Control Panel Wiring Diagram o.2 email dunn3809@aol.com U N property Tax Map#: t T1000-67-02-11 f ! r ! I � site street address: ! 1 3645 Mill Lane rB1 1 ry Peconic NY, 11958 c>rloe TEST, NORMAL, SILENCE Geomatrix Duplex Time Dose Panel w!o SoilAir I 110VAC 60Hz 1,PH TNS108 LRR CIRCU)TABREAKER " 'I Control Panel No. Description Date S ro 'AHI1I I f FLOATS REMOTE IALARM PS112 $OIL H*H PREs MORN [ PUMtP1 PUMPZ AIR COW ALAkM M a. N e N.a IT: I T_FSIIS NOTE: CONTROLPOWE f �� 14 � � Oi<,i BRANCH CIRCUIT PROTECTION, „OVAC5pHZ1PN o s a e a Q v Lt115 OVERLOAD PROTECTION AND MAIN ELK TBTin scoNeucroas DISCONNECT PROVIDED BY WHT s OTHERS,AND MUST BE SIZED w r I T e R "LQ FLOAT VEAMN ACCORDING TO PUMP/MOTOR a K B N a R 4 MANUFACTURING SPECIFICATIONS. R. EXTERNAL COMONENTS (COMPRESSOR AND/OR PUMS) CONTROL PANEL olrao Tal PROVIDED BY OTHERS AND MUST WITH MAIN SERVICE 5/4 X 6 CEDAR DECKING s [-0}----------"---- -- ------ BE U.L.APPROVED THERMALLY DISCONNECT 18"W X 16"H +/- CCMPRESSOR PROTECTED PUMPS ON PEDESTAL CIRCUIT BREAKER Pump Chamber TEMPARATURE RATING OF FIELD FLOATS INSTALLED CONDUCTORS MUST BE *WfRESEACH> _ AT LEAST 140 DEG. F. (60 DEG. C.) 1N9VACMP' 0VAC 1 ' AERATOR � hp1pn IhD}}OVActph �J A. O TERMINAL STRIPS AND GROUND L� L} LUG USE COPPER CONDUCTORS OND OVERRRE ONLY. Z ZD ih ca s TM SI�$ TBI CONNECT GROUND LUG IN PANEL �; s� --. — e-- --[' -----w-----� ------ N TO A SECURE EARTH GROUND 4X4 ACQ POSTS PUMP — E 24' SUBMERGED TO SOIL, MIN. ,;CIRCUIT BaeaKER Pum rurAr DASHED LINE PRESENT FIELD Ll TIME ENABLEr L WIRING CONTROL PANEL P —1 1 PROVIDE TRANSFER SWITCH FOR UNDERGROUND LINES POW GENERATOR CONNECTION 24" MIN. BELOW GRADE ELEC DIAGRAM - GEOMATRIX DUPELEX CONTROL PANEL INSTALLATION 1 ELECTRICAL DIAGRAM - FUJI CEN n TIME DOSE PANEL T.S. U N.T.S. N.T.S.RAM PROJECT Innovative and Alternative Onsite Wastewater Treatment System (I/A �S M. / Mill Lane 9 0 ,�B 0 iB I/A OWTS Details 2 Project number 1781 Date 5/14/2018 Drawn by HA 26- a)rn Checked by GB '5: 0 n 0 C . 03 N tea. r Scale As indicated SANITARY SYSTEM DESIGN: GENERAL CONDITIONS: Studio a/b architects #OF BEDROOM: 5 1. INSTALLATION SHALL COMPLY WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES' PRIMARY/TREATMENT SYSTEM: I/A OWTS: FUJI CLEAN CEN 7 (CATEGORY 1) REGULATIONS,STANDARDS,AND REQUIREMENTS,AND SHALL BE STRICTLY IN ACCORDANCE TO THE 651 West Main Street, GROUND ELEVATION EL.6.5' I/A OWTS CAPACITY REQUIRED: 550 GPD Table 3 MANUFACTURER'S INSTRUCTIONS. Riverhead, NY 11901 BRN SILTY SAND,TR.GRAVEL, I/A OWTS CAPACITY DESIGNED: 630 GPD 631 591 2402 CONCRETE 2.THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 631 3231426 ~\, 1.5' _SM FILL ARTICLE VII(SEPTIC INDUSTRY BUSINESSES)AND ENDORSEMENT J (INNOVATIVE AND ALTERNATIVE info@studioabarchitects.com LEACHING SYSTEM: PRESSURIZED DRAIN FIELD @ \ - - TREATMENT SYSTEM INSTALLER)THROUGH THE SUFFOLK COUNTY DEPARTMENT OF LABOR, \ \ - 2.0 - _BRN./TAN F-M SAND,TR SILT PRESSURIZED SYSTEM USING 39-INCH WIDE GEOMAT BY GEOMATRIX SYSTEMS II LICENSING AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK COUNTY CODE 563-79 .THE SP DIRECT ON REPLACE WITH NEW SAND AND LOAMY SAND § ( ) (J) mailing address: % DEPARTMENT OF LABOR, LICENSING,AND CONSUMER AFFAIRS MAINTAINS A LIST OF LIQUID WASTE PO Box 444 \, N/O/F 4.0' BRN. F-M SAND,TR SILT LICENSE HOLDERS. Orient NY 11957 \� \ COUNTY OF - _ _ _SP PERCOLATION TEST NOT REQUIRED FOR SW OR SP SOILS; WATER IN BRN.W/DK BRN F-M FOR CATEGORY 1 I/A OWTS,A PERCOLATION RATE FOR SAND AND LOAMY SAND IS 3.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY. \ \ SUFFOLK 1-5 MIN/IN WITH AN ALLOWABLE APPLICATION RATE OF 3.0 GAUDAY/SF.AS PER NOT DEVELOPED 8.0' SAND,TR. GRAVEL, SILT SP TABLE 13 OF SCDHS RESIDENTIAL STANDARDS 4.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE ACTIVE O&M (OPERATION AND MAINTENANCE) s - - DK. GRAY BRN. M-F SAND,TR. REQUIRED LENGTH FOR 39"WIDE GEOMAT: AGREEMENTS BETWEEN THE PROPERTY OWNER AND SERVICE PROVIDER. \ GRAVEL, SILT,COARSE SAND 110 GAL/DAY X 5 BEDROOMS=550 GAUDAY 5. SERVICE PROVIDERS MUST REPORT ALL O&M ACTIVITIES TO SCDHS(SUFFOLK COUNTY Q C U zf� \ - 13.0'_ _SP DIVIDED BY AN APPLICATION RATE OF 3 GAL/SF= REQUIRED AREA OF 183.3 SF DEPARTMENT OF HEALTH SERVICES). 183.3 SF/3.25 FT(39 IN/121N)= 56.4 LF GRAY/GRAY BRN. SAND,TR. 50%EXPANSION REQUIRED=28.2 LF 6. COVENANTS MAYBE REQUIRED ON PROPERTIES WHERE I/A OWTS ARE INSTALLED REQUIRING; ' 7�2 - 18.0,- -GRAVEL,SILT, SYSTEM REPLACEMENT IN EVENT OF FAILURE;O&M REQUIREMENT;ACCESS TO DHS SP DESIGNED: (2) ROWS EACH 29 FT LONG;TOTAL LENGTH 58 LF; INSPECTION/SAMPLING ON QUARTERLY BASIS IF NEEDED•'OTHER REQUIREMENTS THAT SCDHS DEEMS MOPP DK. GRAY/GRAY BRN. FINE SANDY 50%EXTENSION: (1) ROW of 29 FT. 5/32"HOLES SPACED 2 FT APART NECESSARY. SILT,TR. CRAY, ROOT FIBERS 30 HOLES PER ZONE 15 PER LATERAL WITH ORIFICE SHIELDS_ 23.0'- _ML-OL? ( ) 7. PERFORMANCE STANDARDS FOR I/A OWTS TECHNOLOGIES: Owner: ELECTRIC 6% cS' 1 LT.GRAY/GRAY SAND,TR. GRAVEL, DOSE VOLUME: I/A OWTS MUST MEET TREATED EFFLUENT CONCENTRATIONS FOR TOTAL NITROGEN OF NINETEEN (19) N CONTROL gQ>� �c90 ` O WATER SERVICE SILT REQUIRED: MAX: 0.25 GAUDOSE X 183.3 SF=45.8 GAL(SC) MG/L OR LESS. Robert Dunn PANELS AND �f '\ 7 , I SP DESIGNED. 30 GAUDOSE BLOWER IN o� ^h �< 32.0' FREQUENCY: 550 GPD/30 GAUDOSE = 18.3 DOSES/DAY SEPTIC/TREATMENT CONSTRUCTION CRITERIA: COVER ON PAD OR EVERY 1 HR AND 18 MIN. 3645 Mill Lane, PO Box 185 ELEC.& DRIVEWAY 1. SEPTIC/TREATMENT c RUN TIME FOR 30 GAU DOSE: I CONCRETE SHALL BE MINIMUM 3000 PSI,28 DAYS SET,AND COMPLY WITH ASTM C-1227-10A, Peconic NY, 11958 LOT 23 AIR LINES s y, � � � 30 GAU15 GAUMIN=2 MIN "STANDARD SPECIFICATION FOR PRECAST CONCRETE SEPTIC TANKS tel 631 8765367 � S NOTE THAT ACTUAL USAGE MAY BE MUCH LOWER SO SETTINGS WILL NEED email dunn3809@aol.com N/O/F / p \ 7 \ � � II ALL NON-CONCRETE TANK WALLS, FLOORS, ROOF AND ACCESS COVERS SHALL RESIST AN TEST HOLE RECALCULATION. VENT 9� APPLIED FORCE OF 300 POUNDS PER SQUARE FOOT(PSF). ABBIE W/CHAROOA BY SOIL MECHANICS DRILLING III. NON-CONCRETE PREFABRICATED SEPTIC TANK& I/A OWTS SHALL CONFORM TO THE BERNARDFILTER 2 STORY \ CORP. PUMPS: DUAL PUMPS INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS "AMERICAN NATIONAL DATE SEPTEMBER 11,2015 EACH CAPABLE OF DELIVERING 15.9 GPM AT 9.4 TOTAL DYNAMIC HEAD STANDARD FOR PREFABRICATED SEPTIC TANKS"ANSI 21000-2007 AND ANY UPDATES THERETO. property Tax Ma #: I/A OWTS FUJI CEN7 RESIDENCE OFRAME 'o, p �Y p USES PUBLIC WATER i F ORENCO PFEF40 SUBMERSIBLE EFFLUENT PUMP 4/1 OHP, 115/230V 10 �\ F.FL.EL.15' �� ( ) IV. EACH SEPTIC TANK& I/A OWTS SHALL BE IDENTIFIED BY THE MANUFACTURER AND DISPLAY THE 1000-67-02-11 ESTIMATED HIGHEST EXPECTED i PUMP TANK - ? SERVICE' ,� \ FOLLOWING INFORMATION PERMANENTLY MARKED AT THE INLET END OF THE TANK: BALL VALVE INSIDE RECEPTACLE g�' \ GROUNDWATER ELEVATION 2.5' DISTRIBUTION CALCULATIONS 1. MANUFACTURER NAME OR LOGO site street address: � �, PUMP TANK TRANSIT DIA: 1.5 IN/ ,,��- �.°' ���, , �� 2. CAPACITY AND NUMBER OF OPENINGS 3645 Mill Lane _ MANIFOLD DIA: 1.5 IN -'��r ��`� \ 3. MAXIMUM DESIGN LOAD Peconic NY, 11958 GEOMAT 39 LATERAL DIA: 1 IN i � � ,�i , � i � 4. THE DATE MANUFACTURED. 2 X 29'=58 r C.O. �o O�� #OF ORIFICE/LATERAL: 15 V ALL CAST-IRON AND HDPE COVERS SHALL BE SET AT FINISHED GRADE BE LOCKING TAMPER- SITE PLAN IS 30/ .O i / �5�� A B NATHAN TAFT BASED NII ON SURVEY BY SIZE OF ORIFICE: 5/32 IN RESISTANT,WATERTIGHT, INSECT-PROOF, FLAT, SKID-PROOF,AND BE APPROVED FOR SEWAGE 50% EXPANSION �� TRANSIT LENGTH: 12.8 FT USE. COVERS AND RISERS SHALL BE CAPABLE OF WITHSTANDING A TRUCK WHEEL LOAD 36 S IN. i LAND SURVEYOR ELEV. LIFT: 5 FT DATED OF 2500 LB FOR 60 MIN WITH A MAX.VERTICAL DEFLECTION OF 1.5 IN. NOVEMBER 8,2019 VI. ALL COVERS FOR PRE-CAST CONCRETE STRUCTURES,WHEN NOT REQUIRED TO BE BROUGHT TO 1 5.5' 19.4' DISCHARGE RATE: GRADE, SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL) �' �^ Q-CA 2 h 1n LOT 21 / y �'✓.;> / 20 AMP CONNECTION TO SURVEY NOTES: 9 ) VII. HDPE COVERS AND RISERS ARE REQUIRED TO BE USED ON NON-CONCRETE SEPTIC TANKS.THEY WHERE C =0.6(ORIFICE COEFFICIENT FOR SHARP-EDGED ORIFICE) SHALL BE SET AT FINISHED GRADE BE LOCKING WATERTIGHT INSECT-PROOF AND BE APPROVED No. Description Date DEDICATED BREAKER ON � � , 2 11 .2 22 MAP PROPERTY ELEVATIONS _ 2 GRAVITY CONSTANT= 32.2FT/SEC N/O/F ms's ', "%. ' jo o DEDICATED BREAKER ON LOT 24 MAP OF PECONIC SHORES g FOR SEWERAGE USE. ° .1 '' i HOUSE MAIN PANEL h = HEAD IN FEET= 3 FT VIII.IF A RISER COVER WEIGHS LESS THAN 60LBS A SECONDARY SAFETY LID OR DEVICE SHALL BE JOSEPH v�� y {i,' �d , WATER SERVICE FILE No. 117 MID AUGUST 5, 1924 A=AREA OF ORIFICE IN FEET2= 0.000133 SQ FT 'i TO EXTERIOR TRANSFER SWITCH FOR 3 13.4 23.4 SITUATE PECONIC,TOWN OF 2 2 12 3 PROVIDED. MARCHESE � 9<. �' GENERATOR Q = 0.6 X.000133FT X(2 X 32.2 FT/SEC X 3FT) =0.001110 FT /SEC SHOWER SOUTHOLD 3 AND ANNETT"E \ CONNECTION � SUFFOLK COUNTY, NEW YORK X 7.48 GAUFT X 60 SEC/MIN=0.5 GAL/MIN PER ORIFICE 2. SEPTIC TANK& I/A OWTS SHALL BE WATERTIGHT AND CONSTRUCTED OF SOUND AND DURABLE 4 16� 25 LATERAL DISCHARGE RATE=#OF HOLES/LATERAL X GPM/HOLE= 15 X 0.5=7.5 MATERIALS THAT ARE NOT SUBJECT TO EXCESSIVE CORROSION OR DECAY. SHED AND MARCHESE / S.C.TAX No. 1000-67-02-11 GPM/LATERAL �\ �o EXTERIOR SCALE 1"=20' o a A. ALL SEPTIC TANK&I/A OWTS MUST BE CERTIFIED AS WATERTIGHT BY MANUFACTURER USING USES PUBLIC WATER �j, SHOWER 5 19.3' 27.3' LOT ACRE CALCULATED 0.156 AC DIFFERENCE BET. 1 ST+ LAST ORIFICE= 5.5 /o<10/o OK (SOFTWARE) EITHER VACUUM TESTING OR WATER TESTING METHODS. � 240 SQ. FT. TOTAL VELOCITY: 2.5 FP DISCHARGE X 705=(SOFTWARE) S F MSOFTWARE AUSE 15.9 I. VACUUM TESTING MUST PULL 4"OF MERCURY(HG), FOR 2 MINUTES WITH A LOSS OF 10%OR S5 LOT 25 6 25.8' 30.2' (SOFTWARE) LESS. gyp, 6j N/O/F 1. ELEVATIONS ARE REFERENCED TO II. WATER TESTING: SEAL TANK; FILL TANK WITH WATER TO OUTLET INVERT ELEVATION FOR 24 DOSE VOLUME HOURS. REFILL THE TANK TO OUTLET INVERT AFTER 24-HOUR PERIOD AND LET STAND FOR 10 Fo EROL N.A.V.D. 1988 DATUM TOTAL LATERAL VOLUME= (N)X(L)X(PIPE SECTION SF)X 7.48 GAUFT3 HOURS.APPROVED IF WATER LEVEL IS HELD FOR 10 HOURS. le BASKURT 7 28.2 28.6 EXISTING ELEVATIONS ARE SHOWN THUS: 10.0 2*29-(1/2/12)^2*3.14*7.48=2.37 GAL PER ZONE B. ALL PENETRATIONS PIPES SHALL BE CONNECTED TO TANKS WITH A CAST-IN-PLACE, USES PUBLIC WATER THUS: WATERTIGHT, SEALED FLEXIBLE JOINT AND THE PIPE GASKET SHALL BE FASTENED TO THE PIPE 8 53.7' 57.8' 2 IS 9)AS SHOWN PROPERTY IS IN N FLOOD ZONE RECOMMENDED MIN. DOSING VOLUME= WITH A STAINLESS STEEL RETRACTABLE CLAMP.ANY NEW HOLES REQUIRED TO BE INSTALLED INSURANCE RATE MAP No.ON 5 TO 10 X LATERAL PIPE VOLUME(NYS), PLUS MANIFOLD FOR BACK FLOW ONSITE SHALL BE CORE-DRILLED. FLOOD FLOOD0161 H 5 X 2.37= 11.8 GAUDOSE OR 10 X 2.37=23.7 GAUDOSE 9 55.1' 57.4' 36103CZONE AE: BASE FLOOD ELEVATIONS PLUS TRANSIT VOLUME OF 1.18+ MANIFOLD OF 0.48 GAL=25.36 GAUDOS C. PRECAST CONCRETE SECTIONS SHALL BE SEALED WITH ONE(1)-INCH BUTYL RUBBER JOINT DETERMINED DESIGN: 30 GAL SEALANT WHICH CONFORMS TO ASTM C-990.JOINTS ALIGNED IN THE SAME PLANE WILL ALSO HAVE I/A OWTS LAYOUT PUMP SIZE: FLAT BUTYL TAPE APPLIED TO THE OUTSIDE OF THE JOINT, FRICTION LOSS: 3.THERE SHALL BE A MINIMUM ONE-FOOT AIR SPACE MEASURED FROM THE OUTLET INVERT TO THE TRANSPORT: 0.2 BOTTOM OF THE TANK COVER. LATERALS: 0.4 MANIFOLD: 0 4.ACCESS TO EACH TANK OR COMPARTMENT OF THE TANK SHALL BE PROVIDED BY AN ACCESS OTHER: 0.8 COVER WITH AN INSIDE DIMENSION OF AT LEAST 20 INCHES IN DIAMETER,AND IN COMPLIANCE WITH SUB TOTAL: 1.4 5-111 AND 5-114B-7 OF CDHS RESIDENTIAL STANDARD 2016.ALL OPENINGS SHALL MEET THE ELEV. 5 FOLLOWING REQUIREMENTS: RESIDUAL HEAD 3 A. OPENINGS SHALL BE PROVIDED OVERALL INLET AND OUTLET PIPES TOTAL HEAD 9.4 B. WHERE EXTENSIONS ARE REQUIRED,THEY SHALL BE WATERTIGHT C. SEPTIC TANK&I/A OWTS MANUFACTURERS SHALL PROVIDE A LABEL OF NONCORROSIVE MATERIAL PUMP CAPABLE OF 15.9 GPM AND 9.4 HEAD LOSS IN PROMINENT LOCATION AT EACH ACCESS OPENING TO WARN "ENTRANCE INTO TANK MAY BE FATAL" SEPTIC TANK&I/A OWTS INSTALLATION STANDARDS OTHER NOTES: 1.ALL APPLICABLE RECOMMENDATIONS PROVIDED BY THE MANUFACTURER SHALL BE IMPLEMENTED. PRESSURIZED SOIL TREATMENT UNIT 1. ALL PIPING FROM THE PUMP FLANGE TO THE DISTAL END OF THE LATERAL 2.THE SEPTIC TANK&I/A OWTS SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A MAXIMUM SHALL BE PRESSURE RATED SCHEDULE(SCH)40 POLYVINYL CHLORIDE(PVC)OR TOLERANCE IN ANY DIRECTION OF+/-ONE QUARTER INCH)ON A MINIMUM 3 INCH THICK(OR EQUIVALENT AND MEET ASTM STANDARD D-1785 WITH PRESSURE FITTINGS. MANUFACTURER'S RECOMMENDATION) / "" FROM ROCKS)OR PEA GRAVEL. BACKFILL SHALL BE PLACED AROUND THE SEPTIC TANK& I/A OWTS IN �BED OF PROPERLY LEVELED AND COMPACTED SAND(FREE r- S T ,k 2. TRANSPORT/MAIN MANIFOLD PIPING OVER UNDISTURBED TRENCH BOTTOM WITH BACK FLOW TO TANK(1/16"/LF)• SUCH A MANNER AS TO AVOID DAMAGE AND COMPACTED IN 6-INCH LIFTS. BACKFILL SHALL BE FREE OF LARGE STONES,STUMPS,AND CONSTRUCTION DEBRIS 3. A CHECK VALVE SHALL BE INSTALLED JUST ABOVE THE PUMPS BEFORE THE L=::�►'.`.>; :;;� . 2-BEDROOMS TREATMENT FIELD. PROVIDE PIPE DRAINAGE BY INSTALLING A WEEP HOLE 1/4" 4 •'�.� ADDITION PLACED AFTER THE CHECK VALVE IN THE PUMP TANK,WITH SPRAY DIRECTED 3.THE TOP OF THE SEPTIC TANK& I/A OWTS SHALL NOT BE LOCATED GREATER THAN TWO AND HALF RAISED EXISTING (TOTAL 5 AWAY FROM SENSORS. FEET OR LESS THAN ONE FOOT BELOW FINAL GRADE. FOR SEPTIC TANK& I/A OWTS WITH DOMES, THE -16 HOUSE BEDROOMS) 4. PUMP TANK TO HAVE BOTH HIGH-WATER ALARM AND PUMP CONTROLS AND TOP OF THE DOME SHALL NOT BE LOCATED GREATER THAN TWO AND HALF FEET OR LESS THAN ONE j r: , K. ,..1,; . ,,<< ;;;,," ^;+',��^,'tl,:=Ir..-;�rn�,kg7•,,r,:c� LOW-WATER AND REDUNDANT OFF CONTROL.WITH A DUAL PUMP SYSTEM,THE FOOT BELOW FINAL GRADE. t^ung to HIGH LEVEL SHALL ANNUNCIATE THE ALARM AND START THE SECOND PUMP. �. 1.5 PRESSURIZED TRANSIT AND MANIFOLD PIPE, SCH 40 5. DUAL PUMP SYSTEMS SHALL HAVE AN ELECTRONIC CONTROL TO ALTERNATE 4.THE PREFERRED METHOD OF DEWATERING WILL BE BY PUMPING AT RATES LESS THAN 45 GALLONS CONTROL PANEL PUMP SELECTED AS LEAD PUMP. PER MINUTE FROM AN ADJACENT, DEEPER HOLE. PROPOSED METHODS FOR DEWATERING WILL 6. THE PRESSURE HEAD NEEDS TO BE MEASURED IMMEDIATELY AFTER THE NEEDS APPROVALS AND EVIDENCE OF COMPLIANCE WITH NYSDEC REQUIREMENTS. BLOWER AND COVER INSTALLATION OF THE PRESSURIZED DRAIN FIELD AND RECORDED AND LEFT ON Craig Krepper, P.E., Chief FIRST FLOOR EQUALIZATION SITE (CONTROL PANEL). DEWATERING NOTES: eMwmll EL. 13' VALVE 7. TREATMENT FIELD TO BE 10' FROM TREE AND BUSH ROOTS. FOR ACTIVITIES REGULATED BY 6 NYCRR PARTS 661,663,666 AND TEMPORARY DEWATERING SUBJECT v'"�'� U vv"�""�V � v+ y.,,l C.O. 8. FINISHED GRADE OF PRESSURIZED TREATMENT FIELD SHOULD BE 8-12 INCHES TO PART 602, PERMIT SAP-1-17-001 SHALL BE OBTAINED FROM NYSDEC BY THE CONTRACTOR. SCREEN ABOVE THE ELEVATION OF ITS INFILTRATIVE SURFACE AND SHOULD BE MOUNDED ALL ACTIONS SHALL BE COMPLAINT WITH THE ASSOCIATED REGULATIONS, INCLUDING BUT NOT PROJECT PORCH 4"WASTE 4"WASTE 1"PRESSURIZED LATERAL TO COUNTER SETTLING.ADJACENT LAND SURFACE SHALL MAINTAIN THE SAME LIMITED TO: Innovative and TRANSFER HOUSE ADDITION CLASS 2400 OR SDR 35 CLASS 2400 OR SDR 35 W/ORIFICES IN GEOMAT ELEVATION FOR A DISTANCE OF 3 FEET FROM THE TREATMENT FIELD EDGE,WITH A. INSTALLATION OF EROSION CONTROLS SWITCH PANEL 1/4"PER 12"SLOPE 1/8"PER 12"SLOPE MIN. SYSTEM A TRANSITIONAL SLOPE NO STEEPER THAN 3:1. B. NO DISTURBANCE OF VEGETATED WETLANDS 7 � 13.5' MIN. 9. ORIFICES IN THE DISTRIBUTION LATERALS SHALL BE DRILLED IN THE BOTTOM C. NO CONSTRUCTION DEBRIS IN WETLANDS OR ADJACENT AREAS Alternative Onsite CLEANOUT& OF THE PIPE AND FITTED WITH ORIFICE SHIELDS. D. NO WET OR FRESH CONCRETE OR LEACHATE SHALL BE ALLOWED TO ESCAPE INTO THE r-- r--� __________� 18" DISTAL HEAD FINISHED 10. THE END OF EACH LATERAL WILL HAVE A CLEAN OUT WITH A SWEEP ELBOW WETLANDS OR WATERS OF NYS. ONLY WATERTIGHT FORMS TO BE USED.WET CONCRETE SHALL Wastewater Treatment FOR-------► 1 1 31 RISER LEACHING PORT (NOT 0 )WITH A MALE SCREW CAP. NOT BE POURED TO DISPLACE WATER WITHIN FORMS. �- I `--'' GRADE 11. LATERALS CAN BE NO LONGER THAN 50 FEET. E. NO TOXIC MATERIALS ---- CHAMBER: 12. A SOD OR SEEDED GRASS COVER SHALL BE INSTALLED ABOVE THE F. ALL EQUIPMENT AND MATERIALS SHALL BE STORED IN WORK AREA OR 100'FROM WET LANDS OR System m (I/A O "I GENERATOR _ ______________ ___________________ 6' RISER,TYP. EL. 6.1'+/- CONNECTION - - - I RAWL 1 GEOMAT LEACHING TREATMENT. �" _tACE I SYSTEM 39"WIDE WATER BODIES. y TRANSITION TO 1.5" 1:3 SLOPE MAX. 13. ALL PRESSURIZED FIELDS SHALL REQUIRE LATERAL FLUSHING/BOTTLE G. DISTURBED AREA TO BE SEEDED AND MULCHED WITHIN TWO DAYS OF FINAL GRADING. CELLAR EL.5.5' L iJ ii PRESSURIZED LINE - - - - - - - - - BRUSH TREATMENT AT LEAST ONCE A YEAR. H. NYSDEC MUST BE IMMEDIATELY NOTIFIED IF A PETROLEUM ODOR OR SHEEN IS DETECTED DURING Mill Lane __ _ _ EXCAVATION. �0 ° I. THE DEWATERING OPERATION SHALL BE CARRIED OUT BY A WELL DRILLER DULY REGISTERED IN BASE FLOOD - - - - - - - _ iv ACCORDANCE WITH SECTION 15-1525 OF THE ENVIRONMENTAL CONSERVATION LAW. PLANE EL. 9 i = o ABBREVIATIONS. J. DISCHARGE SHALL NOT VISIBLY INCREASE THE TURBIDITY OF THE RECEIVING WATER BODY OR * - - - - - - - - - - - - I/A OWTS- - - 48 _ EXISTING GRADE RESULT IN SCOUR, BY USE OF GEOTEXTILE FILTER BAGS A DIFFUSER OR OTHER APPROVED Sj• No 02,ga��0 EL. 5.0'+/- & AND ST SEPTIC TANK METHODS. 'g GROUND FUJI CEN7 @ AT T.O. TOP OF K. OBTAIN AUTHORIZATION OF OWNER OF THE MUNICIPAL STORMWATER DRAINAGE SYSTEM PRIOR WATER LEVEL ORENCO GROUNDWATER LEVEL CONC. CONCRETE W WATER TO DIRECTING ANY DEWATERING DISCHARGE TO THE SYSTEM. EL.2.5' 11'1 t3 SIMPLEX EL.2.5' C.O. CLEAN OUT W/ WITH EL. 0'iT 6 PUMP TANK SLOPE BACK TO PUMP DB DISTRIBUTION BOX THE METHOD OF DEWATERING AND THE APPROVALS SHALL BE GIVEN TO THE DESIGN PROFESSIONAL AS BUILT TANK E or ELEC. ELECTRIC BEFORE CONSTRUCTION BEGINS. 9 1 1 1 1 Q ELEV.or EL. ELEVATION POWER SUPPLY: + + + + G GAS ih NtL 1 ir) o U_ o U_ HDPE HIGH-DENSITY POLYETHYLENE GENERAL NOTE CONNECTED TO DEDICATED 115 VOLT AC, SINGLE-PHASE, 0) r` O + U O p O I/A OWTS INNOVATIVE AND ALTERNATIVE ONSITE 1. BEFORE ANY EXECUTION,VERIFY ON SITE IF APPLICABLE: 20 AMP CIRCUIT BREAKER IN THE HOUSE MAIN; g io 2 + "' + TRANSFER SWITCH FOR GENERATOR CONNECTION O c? O 0 O WASTEWATER TREATMENT SYSTEM -GRADE ELEVATIONS AT THE HOUSE WHERE THE WASTE MAIN PENETRATES. Project number 1781 -� J J J �, LU w I..-.Y0 w w F- Y o w INV. INVERT -GRADE ELEVATIONS WHERE EACH UNIT WILL BE INSTALLED. M w Z Z m w < z m w LG LEACHING GALLEY - HOUSE WASTE LINE MAIN LOCATIONS AND INVERT ELEVATIONS. Date 12/01/19 - - LP LEACHING POOL -ANY UNDERGROUND UTILITIES, INFRASTRUCTURES,AND/OR STRUCTURES MAX. MAXIMUM -ANY TREES WHICH MAY AFFECT TO THE I/A OWTS INSTALLATION Drawn by MD a SECTION DIAGRAM MIN. MINIMUM 2. GARBAGE DISPOSAL UNITS SHALL NOT BE USED WITH A I/A OWTS. Checked by GB 2 N.T.S. N.T.S. NOT TO SCALE 3. TANKS SHOULD NOT BE PUMPED WHEN GROUNDWATER IS HIGH OR FLOOD CONDITIONS EXIST. o REQ. REQUIRED LO SCDHS SUFFOLK COUNTY DEPARTMENT OF C HEALTH 0)HEALTH SERVICES ■ N Scale As indicated a 2-1/2"VENTILATION PIPE FUJI CLEAN CONTROL PANEL FOR FUJI CEN5: 1/4"SSTL CABLE studio a/b architects INSTALL PVC WELDED 6FT LONG WIRE INSTALL ON WOODEN POST SECURED BY SECONDARY SCUM BAFFLE B CONNECTION SSTL CLEVIS TYPE 4 RECIRCULATION 8 118" 1/8"(ID)VINYL MICRO-TUBING FOR ( } 651 West Main Street, SAFETY MANUFACTURER CLEVIS ATTACHES TO NYLON $F '_2 3/g° AIR PRESSURE SENSING ALARM Riverhead, NY 11901 DEVICE,TYP. 2'-11 7/8" 2'-8 7/8" -2--l" AIR LIFT PUMP TANK WALL PROVIDED _ PROTECTION COVER STRAP RING 631 5912402 CONNECTION PLASTIC LANDSCAPE STONE 3/8"x 12 x 1 1/4"SSTL EYE HOOK 631 3231426 ADAPTER ° c BY ZABEL ENVIRONMENTAL OR EQ. (TYPE 4)OR info@studioabarchitects.com DISINFECTION co �K hftp://zabeizone.com/ THREADED SSTL OR HOT DIP CYLINDER p NYLON STRAP MIN. GALVANIZED ROD WITH DROP mailing address: 4"INLET © 7 1/8" 3/4"PVC CONDUIT - o PIPE (OPTIONAL) •-� '-a' 10,000 PSI RATING CLASS 2400 AIR LINE FROM STABLE BASE FORGED HEAVY DUTY EYE NUTS PO Box 444 MAC 100R PLAN VIEW POWER NOT TO MOVE BY FROST ACTION Orient NY 11957 OR SDR 35 4"OUTLET PIPE 1/2"AIR BUTYL SEALANT 3/4"DIA. SUPPLY146 1/4"PER 12" INTAKE PRESSED AROUND - UNDERGROUND AIR LINE TO CEN-5 UNIT z 2"MIN.-fi" MIN. SLOPE MIN. m Al- PERIMETER OF ° a a t` FLEXIBLE 3/4 AIR LINE: 3/4 PVC CONDUIT © THREADS FUJI C N7 co ao EFFLUENT 4 3/8" bo 4 3/8" 3/," FLEXIBLE IRRIGATION LINE, 100 PSI MAX, °° 4 b < MAY ALSO BE USED FOR THE AIRLINE ° (2)-#4 REBAR INLET BAFFLE © AIR LIFT PUMP CONTINUOUS © © AIR INTAKE CONNECTION DETAIL MAC 100R ELEVATION VIEWS MAC 100R BLOWER DETAIL L 12 N.T.S. 8'-0" 16" al .11 1/2"AIR INTAKE � DEADMAN SECTION RECIRCULATION PIPE / FLOW BAFFLE FLOW OPENING,TYP. -f (CLEANING B o� r ;!!r OPENING) 3 BUOYANCY DETAIL, DEADMAN SECTION CHAMBER VOLUME VOLUME(GAL) BLOWER SPECIFICATIONS 1 1/2" = 1'-0" Owner: PLAN VIEW INSTALL SECONDARY 1 SEDIMENTATION CHAMBER 397 MODEL: MAC 100R SAFETY DEVICE,TYP. 2 ANAEROBIC FILTRATION CHAMBER 396 AIR FLOW: 3.5 CFM (2)-CONCRETE DEADMAN 8'X 16"X 8"WITH Robert Dunn 20"INSULATED COVER 24"INSULATED COVER 24"INSULATED COVER 3 AEROBIC CONTACT FILTRATION CHAMBER 181 NORMAL PRESSURE:2.6 PSI (2)-#4 REBAR CONTINUOUS ON INSULATED 6"RISER ON INSULATED 6" DISINFECTION ON INSULATED 6" 4 STORAGE CHAMBER 90 POWER: 120V/1.0A/60Hz CYLINDER 5 DISINFECTION CHAMBER 6 OUTLET CONNECTION:314 INCH (24"MAX.} BY TUF-TITE, RISER RISER CONCRETE DEADMEN 3645 Mill Lane, PO Box 185 (OPTIONAL) 24" UF-TITE, TOTAL VOLUME 1069 WEIGHT: 11 LBSNY, 11958 OR EQ. (24�,MAX.) BY TUF-TITE, ( MAX.)) BY POWER CONSUMPTION: 83 W NYLON STRAP MIN. el conic 6 1 876 5367 `O SYSTEM SPECIFICATIONS POWER CABLE: 6 FEET o FLOW OPENING MODEL: FUJI SEN-7 10,000 PSI RATING email dunn3809@aol.com 4"INLET PIPE M M I ANAEROBIC MEDIA PP/PE FILLING RATE 32% INSTALLATION/OPERATION & BOARD TYPE BOARD TYPE AEROBIC MEDIA PVC/PP/PE FILLING MAINTENANCE NOTES: 2"CLOSED oUXA11 A H LCONTACT RATE 17% - INSTALL BLOWER ON CONCRETE CELL SPRAY N - = MEDIA AEROBIC MEDIA PP/PE FILLING RATE 55% BASE. ENSURE ADEQUATE property Tax Map#: FUJI C N7 1000-67-02-11 FOAM BLOWER 3.5 CFM VENTILATION AND PROTECT AGAINST INSULATION TANK FRP SUNLIGHT. site street address: AROUND THE PIPING PVC/PP/PE - MAINTENANCE REQUIRES A TRAINED 364Po Mill NY,Lane 11958 RECIRCULATION UPPER HALF ACCESS COVERS TECHNICIAN. OF THE TANK, M m ASSEMBLY DISINFECTANT(OPTIONAL)CHLORINE TABLETS - FOR MAXIMUM EFFICIENCY, INSPECT TYP. o o AND CLEAN INTERNAL AIR (4)-ALUMINUM ARROWHEAD ANCHORS, C NOTE FILTER ONCE EVERY 3 MONTHS MIN. 5'INTO UNDISTURBED SOIL ) AFTER LEVELING THE TANK, FILL THE - REPLACE DIAPHRAGM/VALVE CLASSIFICATION 3 OR BETTER ® ® SEDIMENTATION TANK(#1)WITH FRESH WATER TO ASSEMBLY ONCE EVERY 12 AEROBIC THE LOW WATER LINE. MONTHS ARROWHEAD ANCHORS Q MEDIA (NOTE: A DAMAGED DIAPHRAGM WILL 10"ALUMINUM ARROWHEAD ANCHOR TRIGGER THE BY AMERICAN EARTH ANCHORS, AERATION AUTOMATIC-STOP FUNCTION). MIN. 5'INSTALLATION DEPTH No. Description Date ASSEMBLY 4000 LBS RATE IN LOOSE TO MED DENSE SANDS,LOOSE SANDS, OR FIRM CLAY(SOIL CLASSIFICATION 3 AS PER '4 ; - ASTM D-2487/2488) 4 TO 6"SAND AND GRAVEL BED ALT.ANCHORING METHOD HELICAL ANCHORS BY IDEAL SECTION A-A VIEW 1/4"TO 1/2"COMPACTED, LEVEL SECTION B-B VIEW INSTALLED TO WITHIN 118" I/AOWTS„FUJI CEN DETAILS U „ �U = 1 0 ,� A�TI_BUO�YANCY DETAIL- FUJI CEN7 1/2 ORENCO SIMPLEX DISCHARGE PUMP TANK BOUYANCE CALCULATION 6"OF TOP SOIL BUOYANCY CALCULATION Use anti-buoyancy Reinforced Concrete Anti-flotation Flange 1"SCH,40 PVC DISTRIBUTION PIPE (6" MIN.TO 10"MAX.) DISTRIBUTION PIPE SHALL BE UNIFORM OVER SYSTEM CALCULATION ASSUMPTIONS: Concrete Density= 150 lbs./ft3 Basin Height 72 inches WITH GEOGUARD ORIFICE SHIELD FABRIC Saturated Soil Density= 1101bs./ft3 SPECIFIED ORIFICE HOLES ORIFICE SHIELD Basin Diameter 24 inchesEQUALIZATION VALVE 39' GEOMAT WIDTH GEOMAT Water Density= 62.4 lbs./ft3 Basin Cover to grade 2 inches AND COVER 1 SCH.40 PVC LATERAL Basin Weight 939 lbs CLEANOUT&DISTAL (DISTRIBUTION PIPE GEOMAT CORE MANIFOLD GEOMAT LENGTH ) FABRIC HEAD PORT W/ -� Groundwater Level for calculation: Anti-floatation Flange _ - l THREADED CAP N I SPECIFIED ORIFICE HOLES For non-concrete in flood zone Buoyancy to be -- Diameter 3 feet FINISHED GRADE TOP OF FILL SLOPE p evaluated with water to the To of Tank Depth 12 inches EL.6.1'+/- EL.6.2 +/- 1/3 MAX. - ! - I - - Calculate with the tank empty Embedded Depth 6 Inches WWW _ _ y GEOGUARD ORIFICE SHIELD Appy 1.5 safety factor - - p ---I ( I =i � � I III- _ -�-_____ I -_-_L-___ _ CO GEOMAT Use anti-buoyancy deadmen - _ - - �- _ ---( � I 9 Anti floatation frange Weight 824.67 lbs. li A _____ __ __ CORE FABRIC Soil weight above tank shall not be included in the Top of frange to grade 64 inches - _ _ _ _ _ _ FABRIC HEAD PORT CLEANOUT& DISTAL calculations Soil above Frange,volume 230.94 ft3 � 36" MIN. Soil above Frange,Weight 2,303.83 lbs. APPROX. EXISTING GRADE ``' EL. 5.50' MALE THREADED Z INV. EL.5.56 FUJI CEN 7: EL. 5'+/- \li \ � ADAPTER AND CAP WEIGHT 705.00 Itis. UPLIFT FORCE Volume of Water Displaced PERMEABLE FILL 1-60 MINUTES PER GROUND WATER -I a - CONCRETE DEADMEN: Tank 18.85 ft3 - --- - --- -- Prange 5.50 ft3 INCH PERCOLATION _ _ _ EL.2.5' _ _ _ _ d<. -' Deadman length 8.5 ft Uplift Force by Water Displaced 1,519.27 lbs. RATE ° hes ( r 1 ) width 12 inches ___"'""""""""""- < ° height 8 inc 6 8 0 2 BUOYANCY CALCULATION PRESSURIZED GEOMAT LEACHING SYSTEM PRESSURIZED GEOMAT LEACHING SYSTEM quantity 2 Total Weight= 4,067.50 lbs. SCH 40 90 DEG SWEEP ON Deadman top above bottom of tank 0 inches Uplift Force= 1,519.27 lbs. CROSS SECTION LONGITUDINAL CROSS SECTION SCH40 COU6"OF PEA GRAVEL BED Deadman depth from grade 6.56 ft Negative Buoyancy 2,548.23 lbs. GEOGUARD ORIFICE SHIELD Deadman volume 11.33 ft3 Weight/Uplift Ratio= 2.68 >= 1.5 OK Deadman weight 1,700.00 lbs. The tank with Deadmen complies with Suffolk County requirements. 4 GEOMAT LEACHING SYSTEM DETAILS n GEOMAT LEACHING SYSTEM DETAIL 2 -0" 1 1/2" - 1'-0" Soil above Deadman,volume 111.56 ft3 Orenco Model FL24G - Soil above Deadman.weight 12.271.88 lbs. 24"Gasketed Fiberglass Install secondary safety device Lid wan S.S.Bolts. UPLIFT FORCE With safety grid below Orenco Internal Splice Box Volume of Water Displaced Tank 143.04 ft3 Model SB4 Deadmen 11.33 ft3 Uplift Force by Water Displaced 9,632.75 lbs. I ---------- BUOYANCY CALCULATION VeriComm Control Panel Orenco 1-1/4"0 Discharge Assy. Total Weight= 14,676.88 lbs. Model VCOM- Model Hv125B Uplift Force= 9,632.75 lbs. S1R0 III Field Install 4" Negative Buoyancy 5,044.13 lbs. �J bJ Grommet Weight/Uplift Ratio= 1.52 >= 1.5 OK PROJECT Inlet Pipe.Model G4L 1-1/4"O Transport Line To TRANSITION The FUJI CEN 7 with specified Deadmen complies with TO 1.5"TRANSIT LINE TO Drainfield Innovative a n d Field Install Grommet G125L Suffolk County requirements. Pump Discharge BOTH RMT 500: Alternative Onsite Control Panel � Orenco Assembly WEIGHT 220.00 lbs. W: on/High /Redd da Wastewater Treatment 7�C R:Off w:Low watedRedundantoff CONCRETE DEADMEN: Ca. a, , o� EP" CeB e' "Raa ,za� 4s° MALE MALE MALE 9 Deadman length 5 ft System (I/A OWTS. _. THREADED THREADED THREADED width 12 inches oa, �aA p ADAPTER AND ADAPTER AND ADAPTER AND height 8 inches (6, 8, or 12) CAP CAP CAP quantity 2 Mill Lane Orenco High Head Pump t °aoA""a Model PF3005 Deadman top above bottom of tank 0 inches from grade Deadman de rade 5.71 ft _� ",.m .•a.µ SLATE OR OTHER p Deadman volume 6.67 ft3 U� 1 :, `ez_n Steel Lifting Rings(3) SUITABLE COVER I C!3 �µ Reinforced Concrete Anti-flotation Flange Deadman weight 1,000.00 Itis. Dimensions:36"Diameter x 12"Depth,Embedded 6" W °E Dry Weight:-950 lbSoil above Deadman,volume 57.08 ft3 .tS' Nc OZ� w_ w Soil above Deadman.weight 6.279.17 lbs. co 11 _ L UPLIFT FORCE FE Electrical Wiring Diagram SEWER PIPE Volume of Water Displaced Tank 71.79 ft3 AS BUILT Deadmen 6.67 ft3 45 DEG. ELBOWS 60 DEG DOUBLE Uplift Force by Water Displaced 4,895.46 lbs. Note. WYE SIDED WYE Orenco Pump Basin to be Cut to Desired Length in Field 30 DEG ELBOW BUOYANCY CALCULATION -Pump System Designed for Demand Dose Total Weight= 7,499.17 lbs. -Float Heights to be Adjusted per Design U lift Force= 4,895.46 lbs. Project number 1781 -Pump Basin Volume:1.88 Gaflon/Inch Orenco Pump Basin w/Flare Inducer p -Orenco High Head Pump Madel PB2460FI Negative Buoyancy 2x603.71 lbs. 12/01/19 -Precast Anti-Floatation Collar(As Shown). Weight/Uplift Ratio= 1.53 >= 1.5 OK ALTERNATE A: FOR BENDS ALTERNATE B: FOR USE WITH ALTERNATE C: FOR USE WITH The ROTH RMT 500 with specified Deadmen complies with Suffolk Drawn by MD 2 BLDG. EXTENSION/CONNECTION BLDG, EXTENSION/CONNECTION County requirements. o_ 6"SAND OR PEA GRAVEL,AS Checked by GB 7` REQUIRED CLEAN OUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC o 0) Pum Tank Orenco Simlplex Details CLEANOUT DETAILS C . 02 N 8 1/2" = 1'-0" 7 1/2" = 1'-0" Scale As indicated a i I G IF CONCRETE WALL z z 0 \ nn 8" o H ..?r .�- W a JEFFREY HAVELIN, PE #4 TIES T VERTICAL REBAR IN o PO Box 270 PROPOSED WALL p PT JEFFERSON STATION,NY 117 76 EL.- 5-6' TOP OF GRADE . , ,.:....:. ;., ., :.:.. .. .., , : •.. .:....: , " ' ''' ' j% W PHONE 631440-6913 - FAX 631-961-8815 BEA "' O WWWW.HAVELIN-PE.COM (4)- a #5 BARS • C #3 TIES ® 16" OC I- #3 TIE @ 16"O.C. ,. O .: .: • p U- w - (4) #5 TOP ac BOTTOM CONTINUOUS m PROJECT CD (4)-#5 B RSW/ 18"- LAPPED SPLICES s H #3 TIES 0 16" OC }5 Z 01-OL-2019 REBAR PLAN AT CORNERS Z o 4- 6'-64" 6'-6%4" 4'-14" 4'-10" 6'-6" 6'-6' 6'-5%4" 5'-0" 5'-0" 4" ¢ L » I W W CORNER OF 1 -4 * 02 FOUNDATION WALL >1 to J , `t = # DATE REVISION/ISSUE :;. i------------------� GRADE BEAM DE I AILS L---- ------ --------- -- ----- --------- SECTION m m Lu iy- F---- ------ ----- ---h------ ---,-------- :� ------ -- SCALE . NTS o O f I I 10'-4y- I I ------ ---- ' ~ P I I I J. 1 7 I f ' I GRADE BEAM i j ;�, NOTES: 3 ` I GRADE BEAM CORNER OF Z i FOUNDATION WALL H � 1 I 1 ) CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE o STRENGTH OF 4,000 PSI AT 28 DAYS (f c=4,000 PSI) a w `r• I I I GRADE BEAM GRADE EAM 2) REINFORCING STEEL BARS SHALL BE DEFORMED LuH GRADE 60 BARS w Z 12- I •_6- w I o 1 I I I I � I aw 5'-0- i I ` I 4'-B" 1 I (— -I I— —I I ..- 1 O , I - - _ v 1•- WARNING w � - >. IT IS. A VIOLATION OF THE NEW I .�` I I •. I I • • I I � IN � � F2.0 F2.0 F2.0 `t YOLK STATE EDUCATION LAW FOR L __— I :: I Z ANY PERSON, UNLESS THEY ARE — —7 .!;. I I I " F6•5 I I Z U) ACTING UNDER THE DIRECTION OF I I .: I 1 1 I " :• I N I I i ' ¢ A LICENSED PROFESSIONAL c I _ 1 ''�L——— _ —— — -_——` i o I w o ENGINEER TO ALTER THESE PLANS. LU z H dN 1 ------� aL_---J T L----- --- -----------�-------- :.h: ----- --- ~ _ ,' ..:-r�r-;fir .. ,.. •. •.. :.:�, _ <..i '�' �' — '•y '.� f••/•' -*.� ..� '•!- �''r.'a+:••' JPILE CAP SCHEDULE o P.E.SEAL & SIGNATURE CORNER OF L -------- ------ ---------- ---------- ---------- J a (-- CORNER OF -S FOUNDATION WALL FOUNDATION WALL 4 5' 3 " � DIMENSIONS OF GRADE BEAM'-3" -7/43-11y6-66-66- 45-05-06'-3" �s MARK LENGTH WIDTH DEPTH REINFORCING z n LU E y . 15 TON PILE It » » 4 — 5 TOP 8c BOTTOM u o F2.0 24 24 16 ( ) # H L EACH WAY LuLo Co a c (10)-#5 BARS- SHORT WAY `�oA 063711 Vie./ vi �oF loci. F6.5 6p- Opp 41-6 20 (8)- #5 BARS-LONG WAY = z _Sy- PILE/ PILE CAP PLAN I TOP & BOTTOM H o 5-10-19 SCALE . 114°= 1 -o" TOP OF F2. 0 CAP EL TO BE SET TO MATCH = THIS PROJECT BOTTOM OF PROPOSED SLAB EL 0 RENOVATION TO DUNN Lu Z RESIDENCE 5z Luo W CLIENT ui OLINKIEWICZ CONTRACTING W z 5 DIICKERSON DR # 591 z SHELTER ISLAND HTS, NY 11965 W u H W Lu Z THIS DWG: p GRADE BEAM PILES AND PILE CAP PLANS o � NO 00 DUNN RESIDENCE = 0 3645 MILL LANE H PECONIC, NEW YORK 11958 � W o z SCTM 1000-67-02-11 U- t-4 DWG# SHEET# S01 -00 1 OF 1 OK ," PROJECT GENERAL NOTES: BUILDING DEPARTMENT NOTES: LIST OF DRAWINGS: studio a/b architects Renovation to Dunn Residence d r F rn , THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EXCEPTIONS ARE SPECIFICALLY NOTED ON THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. 651 West Main Street, EACH DRAWINGS. Riverhead, NY 11901 1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL 1 /15 T-01 Title Sheet 631 591 2402 Owner: t : t ! t' < _ ,° �� l „ b 4 b _ t_ 1. ALL WORK OF THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF LAWS, BY-LAWS, STATUTES, ORDINANCES, CODES, RULES, REGULATIONS,AND LAWFUL ORDERS 2 /15 C-01 Stormwater Management Control Plan 631 323 1426 Robert Dunn "`k I I" `' " �4` " THE NEW YORK STATE (NYS) RESIDENTIAL CODE OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK. 3 /15 A-01 House Raising Plan info@studioabarchitects.com i "` r`"'; ,, ' ; ; ®' NYS EXISTING CODE THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND ARCHITECT/ENGINEER OF ANY NYS ENERGY CONSERVATION CONSTRUCTION CODE PORTIONS OF THE WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE 4 /15 A-02 Site Plan, Cellar Plan PO Box 185 NYS FIRE CODE ABOVE. 5 /15 A-03 Floor Plans Peconic, NY 11958 NYS PLUMBING CODE 2. ALL MATERIALS,ASSEMBLIES, FORMS METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT 6 /15 A-04 Elevations Phone: c 718 644 5590; In 631 876 5367 NYS MECHANICAL CODE SHALL MEET THE FOLLOWING REQUIREMENTS: e-mail: dunn3809@aol.com _ t 7 /15 A-05 Building Sections Owner: NYS FUEL GAS CODE a) THEY SHALL HAVE BEEN ACCEPTABLE TO THE SOUTHOLD BUILDING DEPARTMENT. 8 /15 A-06 Shed Details -)� APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS b) THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY Robert Dunn 1 7 ' TOWN OF SOUTHOLD REGULATIONSTHE REGULATING AGENCIES. 9 /15 S-01 Structural Notes AGENCIES HAVING JURISDICTION ON THE WORK OF THIS CONTRACT 3. MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY 10 115 S-02 Grade Beam Piles and Pile Cap Plans 3645 Mill Lane Peconic New York 11958 Site Address: OTHER AG C S , 3645 Mill Lane F`C. I WITH ONE OF THE FOLLOWING: 11 /15 S-03 Grade Beam Plan and Details Phone 631 876 5367 Peconic, NY 11958 2. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY,ALL DIMENSIONS AND CONDITIONS a) THEY SHALL CONFORM WITH EITHER THE APPLICABLE CODES OR 12 /15 S-04 Framing Layouts e-mail dunn3809@aol.com Pi l Ir? SHOWN AND ASSUMED ON THE DRAWINGS MUST BE VERIFIED AT THE SITE BY THE CONTRACTOR b) THEY SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM El 19, STANDARD METHODS OF BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK.ANY DISCREPANCIES IN THE DRAWINGS FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS AND ACCEPTED BY THE SOUTHOLD .",,, 13 /15 S-05 Framing Layouts Tax Map#: ,. .., 14 /15 E-01 Electrical Layouts 1 1000-67-02-11 ' ' AND SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT. NO CHANGE IN DRAWINGS OR TOWN BUILDING DEPARTMENT 1. ' - SPECIFICATIONS IS PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. (OR) 15 /15 E-02 Electrical Layouts 2 NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. c) THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE. architect: 2 R( <<:! _ 4. ALL MASONRY UNITS SHALL CONFORM TO THE BUILDING CODE. 3. THE ARCHITECT HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS EITHER NOT SHOWN OR 5. THE CONTRACTOR SHALL OBTAIN EQUIPMENT USE PERMITS REQUIRED IN ACCORDANCE WITH Structural Engineer for Foundation Design: studio a/b architects 3 �i,-.: ,. 651 WEST MAIN STREET �4, 1=I";",�_ - �`�� -'" -_ NOT CONSIDERED RELIABLE ON OLDER DRAWINGS FURNISHED TO THE ARCHITECT, OR NOT THE BUILDING CODE. D I ETR)C H 651 WEST M NY TRE C_ Cr; . .4? _ MEASURABLE DUE TO ABSENCE OF DRAWINGS, OR INACCESSIBLE TO VERIFY IN THE FIELD PRIOR TO 6. ALL NEW WORK SHALL COMPLY WITH ANSI 117.1 1998 AMERICAN NATIONAL STANDARD c,. PREPARING THE DRAWINGS. ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. ENGINEERING P.C. T: 631 591 2402 F11-_L C'�:;:�Tr`•� 7. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF � F: 631 323 1426 4. ALL WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK WHETHER STATED OR NOT, NOT GREATER THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION e-mail: info@studioabarchitects.com �v s'" 1". R302.9 (NYS RESIDENTIAL CODE). 344 LENOX ROAD @ YO;-�:. ,�,�r+� -• � - � _� � '� � EXCEPT WHERE SPECIFICALLY NOTED AS "EXISTING TO REMAIN". HUNTINGTON STATION, NY, 11746 pE;.,rp; rr.:; ;;;'. .:::: . .` L• -` ' 8. ALL NEW THERMAL AND SOUND-INSULATING MATERIALS SHALL COMPLY WITH SECTION R302.10 (NYS 5. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE RESIDENTIAL CODE) Phone 631-427-5540 /tE�`l) QUALITY AND TIMELY COMPLETION OF THE WORK/PROJECT. 9 THE CONTRACTOR IS RESPONSIBLE FOR FILING APPLICATIONS AND OBTAINING PERMITS FOR fax 631-470-0994 a- `t '" ="` SCAFFOLDING, ANY OTHER CONSTRUCTION EQUIPMENT OR PUBLIC PROTECTIVES REQUIRED TO www.depcli.com mr� COMPLYWITH ALL CODES OF ��,,» Y ,,. I,,,,, 4 . �,•�.;,-.,,.� a r�k 6. THE CONTRACTOR SHALL DISCONNECT AND/OR REMOVE ANY EXISTING PLUMBING, ELECTRICAL ENSURE SAFETY OF OPERATION. NEW YORK STATE & TOWN CODES FIXTURES, WIRE CONDUITS, OR OTHER WORK WHICH MIGHT INTERFERE WITH THE WORK OF THIS AS REQUIRED e�lnND r^n�� Tln�ie rZZ,r. CONTRACT. ,, Iz 7. THE CONTRACTOR SHALL PATCH SO CONTRACT WORK.ALL NEWLY INSTALILED PATCHED WORK AND ALL AFFECTED AREAS SHALL BOE BUILDING CODE COMPLIANCE: .q r W ;3,BOAT"v FINISHED SO THAT THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CORNER IN 1. CLASSIFICATION OF WORK: ALTERATION LEVEL 2 (RAISING)AND ADDITION TiFICATIOIV ,, v,�, 1 USTEES ALL FOUR DIRECTIONS MATCHES SCHEDULED CONDITIONS. 2. USE(S)AND OCCUPANCY CLASSIFICATION(S): R3, ONE FAMILY RESIDENCE (AS EXISTING) CONTENT BEFORE NVQ r 8. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE CLIENT FOR THE 3. CONSTRUCTION TYPE:VB 1OF OCCUPANCY 4. FIRE PROTECT ION SYSTEMS: NOT REQUIRED (NYS EXISTING CODE SEC 804) "' G�'tTE� FOLLOWING CONDITIONS: a) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO 5. ALARMS: SMOKE ALARM AND CO ALARM REQUIRED. SEE ELECTRICAL DRAWINGS r,LDER USED IN 'INA.TER PERFORM THE CONTRACT WORK. 6. RESCUE OPENINGS: SEE FLOOR PLANS 'SYS•rEM CANNOT b) TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE MANNER. 7. HEIGHT AND FIRE AREA: 23.8', 2 STORIES,AS EXISTING; ;:�CEEi 12/10 OF 1% LEAD. 8. STRUCTURAL DESIGN CRITERIA: ENGINEERED. CEC'C CALt•'.=M0nItMUVM 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL 9• FRAMING ELEMENTS: SEE STRUCTURAL DRAWINGS WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS AND OFF 10. DESIGN LOAD CALCULATIONS: SEE STRUCTURAL DRAWINGS ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. 11. LOAD PATHS FROM ROOF TO FOUNDATION: SEE STRUCTURAL DRAWINGS 12. NAILING AND/OR CONNECTION SCHEDULE, FRAMING DETAILS: SEE STRUCTURAL DRAWINGS DO NOT PROCEED WITH 10. DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER AND ACCEPTABLE 13. GLAZING PROTECTION: REQUIRED (WIND SPEED 110 MILE ZONE; 0.3 MILE (<1 MILE)TO COAST LINE) PLUMBING CONSTRUCTION INSTALLATION E OPERATION OF ANY PART OF THE WORK AS DETERMINED BY PROVIDE HURRICANE RESISTANT RATED WINDOWS AND/OR PROTECTION PANELS,AS PER WINDOW FRAMING UNTIL SURVEY CLIENT OR ARCHITECT/ENGINEER SHALL BE INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN _PLUMBING WASTE AND DOOR SCHEDULE �`-`' �� r OF FOUNDATION LOCATION 14. PLUMBING RISER DIAGRAM: SEE PLUMBING DRAWINGS HAS BEEN APPROVED. SPECIFIED OR INDICATED. L,L,'G,;:„;COVEPiiP1G 15. ENERGY CODE COMPLIANCE (PRESCRIPTIVE) - - _ y No. Description Date 11. WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE INDICATED ON DRAWINGS, IT - ------ - SHALL BE CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE ---- - --.- - -_ STANDARDS OF SUCH ITEMS.ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR �t�UiRE`� RETAIN STORM WATER RUNOFF APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL, ZONING: PURSUANT TO CHAP T ER 236 12, FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS ZONED: R40 - - ---- --- --- OF THE TOWN CODE, PER SPECIFICATIONS. REQ. ACTUAL/PROPOSED L� 13. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, BUILDING ELEVATIONS AND SECTIONS LOT AREA ................................ 40,000 ....................... 6,798 N/C AS EXISTING ARE SHOWN AS NOMINAL SIZE. LOT WIDTH ............... .............. 150 ............................ 51.5 N/C AS EXISTING LOT DEPTH ............ .................. 175 ............................ 129.8 N/C AS EXISTING -- - 14. DIMENSIONS ON PLANS ARE INDICATED FROM SURFACE TO SURFACE BETWEEN WALLS, NON-CONFORMING LOT REQUIREMENTS APPLIED PARTITIONS AND OTHER ITEMS EXCLUSIVE OF FINISHES, UNLESS NOTED OTHERWISE. DIMENSIONS FRONT YARD ........................... 35 .............................. 15.2 N/C AS EXISTING ON GRIDS ARE INDICATED FROM SURFACE TO SURFACE BETWEEN WALL STUDS. 1 SIDE YARD .......................:... 10 .............................. 10.3 OK AS EXISTING 2 SIDE YARDS .......................... 25 .............................. 24.7 N/C AS EXISTING '15.PROVIDE GUARDS, RAILS, FENCES, CATCH PLATFORMS, DECKING, NIGHT LIGHTING, ETC., AS REAR YARD ............................. 35 .............................. 64.4 OK REQUIRED BY THE REGULATING AGENCIES TO PROVIDE ADEQUATE PROTECTION. LIVABLE FLOOR.AF-EA ............ 850 MIN. .................... 1,436.9 OK -SUMMARY O F WORK BUILDING AREA ......................................................... 1,333.04 --- 1ri.THE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE, COVERAGE ............................. 20% MAX. ................ 19.61% OK - - - THE SUMMARY OF WORK SHALL INCLUDE BUT IS NOT LIMITED TO: r,l,ID SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY HEIGHT IN FEET........................ 35 MAX. .................... 2.3.8 OK IW.A.UTHORIZED PARTIES. SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY HEIGHT IN STORY .................. 2 1/2 MAX. ................ 2 AS EXISTING 1. RAISING EXISTING HOUSE, INCLUDING IMINOR INTERIOR ALTERATIONS 17.THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL SPACES AND ACCESSORY BUILDNG ADJACENT SPACES THE EXTERIOR OF THE BUILDING AT ALL TIMES. SIDE YARD ................................ 3 ............................... 3.16 OK 2.ADDITIONREAR YARD ............................... 3 ................................ 22 OK ---- 2.1 SCREEN PORCH ON THE LOWER LEVEL 18. THE CONTRACTOR SHALL, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, HEIGHT ................................... 18 ............................. 14.2 OK - 2.2 TWO BEDROOMS ON THE SECOND FLOOR CONTRACTOR SHALL EVALUATE THE EXISTING HEATING SYSTEM CAPACITY, AND PROPOSE SECURE AND PAY FOR REQUIRED INSPECTIONS, PERMIT(S), FEES, LICENSE AND INSPECTIONS ADDITIONAL HEATING SYSTEM FOR THE NEW 2-BEDROOMS ADDITION. NECESSARY FOR THE PROPER EXECUTION OF THE WORK. 3. RELOCATE AND RE13UILD ACCESSORY STORAGE SHED 19. MINIMALIZATION, SEPARATION,AND RECYCLING OF WASTE ARE ENCOURAGED. OTHER REGULATORY REQUIREMENTS: ABBREVIATIONS. 4.ALL RELATED PLUMBING, HEATING AND ELECTRICAL WORK 20. ADDITIONAL NOTES WHICH ARE APPLICABLE TO THE PROJECT MAY BE FOUND THROUGHOUT THEHealth Department: Required. AFF ABOVE FINISHED FLO&? H OR HT HEIGHT -CONTRACT DOCUMENTS. DEC: Not Required ALUM. ALUMINUM H.P. HIGH POINT & AND HRDWD HARDWOOD Board of Trustee: Required crROXIMATELY HVAC HEATING VENTILATING AND 21. COPYRIGHT©2018, STUDIO A/B ARCHITECTS PlanningBoard: Not Required APPROX. A THE OWNER RETAINS THE RIGHT TO INCILUDE OR REMOVE ANY ITEMS ABOVE FROM THE CONTRACT. THE ARCHITECTURAL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STUDIO A/B ARCHITECTS q ARCH. ARCHITECT AIR CONDITIONING AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS/HER REQUEST. THEY @ AT HORZ. HORIZONTAL MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, BLDG BUILDING INSUL. INSULATION PROJECT OR OWNER WITHOUT THE EXPRESS,WRITTEN CONSENT OF STUDIO A/B ARCHITECTS. B.O. BOTTOM OF INT. INTERIOR C.I. CAST IRON L.F. LINEAR FOOT CL CENTER LINE L.P. LOW POINT CLG. CEILING MAT. CONTROLLED INSPECTIONS. CLO. CLOSET MAX. MAXIMUML CMU CONCRETE MASONRY UNIT MECH. MECHANICAL IgD q' C CONTROLLED INSPECTIONS AND TESTING AS REQUIRED BY THE DOCUMENTS, CLIENT AND THE COL. COLUMN MIN. MINIMUM ;SOUTHOLDI BUILDING DEPARTMENT CONC. CONCRETE MTD. MOUNTED kms\�o���zAn LOCATION MAP: CONT. CONTINUOUS MTL METAL �e,� THE CONTRACTOR MUST NOTIFY THE ARCHITECT OR ENGINEER FOR CONTROLLED INSPECTIONS AT C.J. CONTROL JOINT N.I.C. NOT IN CONTRACT LEAST 72 HOURS BEFORE THE SPECIFIC WORK COMMENCES. �' �'�:.:��;-'=�°x:.>- �� ����-• � �., ��,,, ° ' �` COR. CORRIDOR NO. NUMBER OPTIONS AND ALTERNATIVES: % M � ky =�:.: : ';; ,,.: �� , CU.FT. CUBIC FEET NOM. NOMINAL Y- PROJECT SITE CU.YD. CUBIC YARD NTS. NOT TO SCALE _ THE FOLLOWING ARE OPTIONAL BID ITEMS. PLEASE PROVIDE SEPARATE ESTIMATES ADDING OR ' a. s DET DETAIL PLY PLYWOOD OWNER WILL DECIDE FINAL INCLUSION OR NOT DIA. DIAMETER SUBTRACTING FROM THE BID PRICE FOR EACH ITEM. THE O y �Xi}: w. TE O.C. ON CENTER t SITE SAFETY AND PROTECTION NOTES: IN CONTRACT. , � n,, �.4,�� �. .',� `�,,'<' :� � M# DIM. DIMENSION R RADIUS , DIM DIMMER RAIL'G RAILING 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES, MEETING ALL " ^F'4'tt.,try ,' ♦ x "ai'#" ' E,....«. I € � 4 p., JURISDICTIONAL AND OSHA REQUIREMENTS. ' DR. DOOR REINF. REINFORCING OPT. 1 INSTALL SOLAR ENERGY SYSTEM WITH PANELS ON THE ROOF. CONTRACTOR TO PROPOSE _ ~m ,- �s ```" . :� 4, x :: 3,,r.:,;','z:r'm ::.;> "" DWG DRAWING R.D. ROOF DRAIN LAYOUT OF THE PANELS ON THE ROOF AND SYSTEM. THE OPTION BID PRICE SHALL BE BASED ON THE ;:::. `; * ; �_m` y.�, ''.',..;`` " . ' F; '.,. J EXPANSION JOINT READ. REQUIRED 2. SITE SAFETY PROTECTIONS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, EGRESS, SCAFFOLDING, PROPOSAL. SYSTEM .HALL BE CONNECTED TO THE GRID, WITHOUT THE TRANSFER SWITCH. ELEV. ELEVATION RM ROOM FIRE PROTECTION, TRIP HAZARDS PROTECTION, ETC. THEY SHOULD ADDRESS ANY POTENTIAL ELEC. ELECTRIC - SF SQUARE FEET PROJECT INTERACTION BETWEEN THE EXISTING USE, GENERAL PUBLIC AND EXPOSURE TO THE CONSTRUCTION `~ R =-...,°;,. ( a ,:� 4 -, '_ „a > ' ' , ., «,, . " ;; ENT. ENTRY SIM. SIMILAR r,a. EQ. EQUAL SPEC. SPECIFICATION Renovation to Dunn PROCESS. .x •'' 'SAL'+.,. • ;f'uw.'r•:-e¢„ r " . ' : r '' $., ', � ,° %y ,a •. `' . �.�: EQUIP. EQUIPMENT S.S. STAINLESS STEEL EXIST. EXISTING STD. STANDARD Residence :x ., t EXT. EXTERIOR STL. STEEL A,*, �� FF FINISHED FLOOR TEL. TELEPHONE " & ;. �. %, " ''b _- ►> :t ,;`` � FIN. FINISH OR FINISHED TH. THICKNESS FL. FLOOR T.O. TOP OF FLASH'G FLASHING TYP. TYPICAL .�R`� q, ;r'�rgt „�".,��✓/ %.�� �:,y, "",,,,�y 1v� �'',,:,�*-�,. ��, ,'s�% a..�,y�� y§�": 't.d,; -_�'� F.P. FIRE PROOFING U.O.N. UNLESS OTHERWISF- NOTED Title Sheet A- GA �.' FT FEET V.I.F. VERIFY IN FIELD GA GAUGE W WIDTH ` rye; °t GALV. GALVANIZED W/ WITH G.C. GENERAL CONTRACTOR WD WOOD A`;• ._� �. .,, �' ��x� �"„ ` GL. GLA-13SW.R.B. WATER RESISTIVE FARRIER GWB GYPSUM WALL BOARD To (2�� Project number ,,��,�,�.,. "'� •� �;� -: � .,� � ,�", � , �� Date • Drawn by Checked by Scale studio a/b architects SOUND AVENUE 651 West Main Street, Riverhead, NY 11901 N 54°30'E x' STORMWATER CALCULATION: GROUND ELEVATION EL. 6.5' 631 5912402 3Q E t m MAIN ROOF: BRN SILTY SAND, TR. GRAVEL, 631 3231426 1,122 SQ.FT. X 2 INCH RAIN = 187.05 CUFT CONCRETE info@studioabarchitects.com PROPOSED CONTOUR TYP. 1 a m Z USE STORMWATER RETENYION CHAMBER CULTEC#100HD — 1'S- — _SM FILL ' — EXISTING CONTOUR TYP. Np o WITH 28.81 CUFT/UNIT 2.0' BRN./TAN F-M SAND, TR SILT X29 OMTtpALWETLA 0 187.05 CUFT/28.81 CUFT/unit=6.5 units REQUIRED SP 82 j 100.0 FR s G USE (7)-8'CULTEC#100HD BRN. F-M SAND, TR SILT SHED ROOF: _ 4.0' — -SP Owner: m � 278 SQ.FT.X 2 INCH RAIN 46.34 CUFTWATER IN t u " HEAVY DUTY CHAMBER - - WITH TOR CUFT/UNIT ENYION CHAMBER CULTEC#100HD SAN R. SILT SP ] / ,�..< ,..g w —� Cm N� USE STORMWATER RET Robert r� PROP tn;G a 3645 Mill Lane, Peconic, New York 11958 46.34 CUFT/28.81 CUFT/unit= 1.6 units REQUIRED 8 0 GRAVEL, RET OSED STONE "`� � -`" �A," °- -- — a � � — — — - Phone 631 876 5367 A1N1NG WALL " ^ �- t--_ - «�,., """"'" — — ' USE (2)-8'CULTEC#100HD DK. GRAY BRN. M-F SAND, TR. e-mail dunn3809@aol.com � GRAVEL, SILT, COARSE SAND A " [ 0 ' � SP PROPOSED 4.42' – r–__-1 6-3 `. ` 13= REGRADE ROP6 13' 9 1/2" t- _; �,.,. ';. — — - OSED FOR ACCESS GATE N. SAN R. SANITARY',r' - -__ ---r-___� o .. .1, GRAVEL, SILTR j -,-_-_SYST a p -_ EM ..1 ....... ._ t s... �. o — 18_0 - - 4 SP GR `, PERMIT DE T' - ---�'---= _._ __ "" ,� SITE PLAN IS BASED ON SURVEY BY DY Engine Foundation Design: -- 1 L�.. � 4 RN. FINE SAN ( DK GRAY/GRAY B Structural Engineer for , OETA7N 15.23' -�- NATHAN TAFT CORWIN III SILT, TR. CRAY, ROOT FIBERS __________ LAND SURVEYOR DIETRICH p --- F - -- O — 23-0' _ML-O L? J ' r DATED I _ ENGINEERING P.C. �,��.: �= •� '�'��` ``«`,r,l' �_' `�. `a `'�" '' � � r- SEPTEMBER 20, 2013 LT. GRAY/GRAY SAND, TR. GRAVEL � ,�:F - :'F'. ,} ., ` f;F F SILT j PROPOSED: ' .' ,' y: r, - � ., .,; D : 4 :'' '•"'" v; , �t• b"p ,,.�'..-•.',.•.!`�' , �""C""- J :: ADDITION- 1 � . .,„.>��U...� ',��4`. " ' a � , '�""`" " -'" ' � -J`--- I � Z i, SURVEY NOTES' SP 344 LENOX ROAD 22.10' o ; - ;F _.,.;y ""�` " ;= '"',�. ` = "~ ! MAP PROPERTY ELEVATIONS 32,0 HUNTINGTON STATION, NY, 11746 <" , . sT:{> RAISED EXISTINGE m 24 _ ___�_____-_-, : __------__.__ �" �'-., � t � LOT 24, MAP OF PECONIC SHORES Phone 631-427 5540 ' '`/ y fax 631-470-0994 O 0 t �' '', .° ,` . :' . :,F:. s,< FILE No. 117 FILED AUGUST 5, 1924 M - tl :t, . .<F' ': ,,;,' F .`'°`f' .; r o � � � TEST HOLE �,,,.,. :•. . .> . #:, .F <,;:::, :: 'G.:, ;;: ;` OLD www.depcli.com �., �' s. � SITUATE PECONIC, TOWN OF SOUTH - - - _ BY SOIL MECHANICS DRILLING .� SUFFOLK COUNTY, NEW YORK M 0' o _... _.. _..... 't, �. CORP ; , ;,;;, .`, 10.3 1 � ,":,," _ _ .- . • .- _ _• ' _ ,. �`%;. ;,' .:';,",� F �z,,. a.:.,~�'�;���`� . : ..%�..F,..�:� ;-;' :' :'','�;r„'�,. ;� � S.C. TAX No. 1000-67-02-11 _ fi,.. ” t _ DATE SEPTEMBER 11, 2015 o HEIS'. - -- w' SCALE 1'-20' I� 1.Or'{._ '3"J`�„ s"3.: f ,y.;: 'Sa: �� `'!'-' r 6.,; F,:. A�"j✓ I '� g '' l 1 LOT ACRE CALCULATED 0.16 ESTIMATED HIGHEST EXPECTED ND EXTERIOR _ .� CTED s. _..,.. ( ROWER : , `� , g,. p WATER;SERVICE fi I -q AER ELEVATION 2.5' .12 6" � �' i � � � ��� GROUNDWATER FD — `_� 'y'' .ri - o a PROPOSED -' t 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM jP S 5bYry_� "b` -__ '='`_'_____-_ O0 EXISTING ELEVATIONS ARE SHOWN THUS: 10.0 „ �. _ ENTRY �,: Y ¢°3� _��;' -' ,, m,,,,: -",M, J `� 1 / �i STAIRWAY, fTl ¢ 6 SHOWN ON 2 THIS PROPERTY IS IN FLOOD ZONE AE (EL 9)AS Test Hole Data r r------_ ' - - FLOOD INSURANCE RATE MAP No. 3610300161 H 2 1" - 201-011 " ZONE AE' BASE FLOOD ELEVATIONS DETERMINED - " / -- --- L__ F—J ! EXISTING GF AVE L DRIVEWAY 142 �0, _ Po -- , N - i TO REMAIN II , CULTEC CONTACTOR 10OHD HEAVY DUTY CHAMBER FOR VEHICULAR TRAFFIC / FD / HAY BALE AND/OR SILT FENCE cm f No. Description Date P TEST HOLE 1 Stormwater Management Plan _ 1" = 10'-0" 1-2 INCH [25 mm-51 mm] DIA. CULTEC NO.410 NON- WASHED, CRUSHED STONE WOVEN GEOTEXTILE AROUND STONE. TOP AND ` SIDES MIN. 95%COMPACTED FILL MANDATORY. BOTTOM PER ENGINEER DESIGN 50'MIN. o w 18'-0"MAX, C. to C. /\ \ BUT SUFFICIENT TO KEEP SEDIMENT ON SITE > Q FLOW / �� w CULTEC CONTACTOR PAVEMENT OR ? a 10OHD FINISHED GRADE LL > �Ep A HEAVY DUTY CHAMBER o w �� 0 41 HAY BALE AND/OR w ��°'��p,1ct A��< �` Z ZC j �° =LL �/�� \ O0 F,. SILT FENCING Q ��' � G�� -Lim LL 06 J', L "• - S 4" VERTICAL `` SLOPE FACE \ ,:f=°.•'t.',' -:"P :3' ,' '..r--.' .t', ..y, ?' '.:1 <'z�Y. ',1 .. ,,.q,.t t.',:.'p.'>..'g.< /\\ p v ` W > .. .. W O .,�, r,,•klF,a` L'"r f .'jw y. p <,9..,-.�. G``-- (//TT``r/, — \\ _,: r . �\\ z PERSPECTIVE VIEW 0 / ;'},:.a7; 'g.r, .'p s'"">';`j`% >'.�?' :;Y, ,:f'<:r„�;,a",:y', `'s::"'>"k. :�, :iy ,., •f >. — Y \\/ ;,y?"?•.->:`•,�''•'.-e.':',;..,'S,~baa,..... '..,,.'..7.y,i:'`;�:.�s.'�',::,<;,i'.s,r:isF,:'y-.rt..y:t:x'',::;;,;v-:t.f�¢ie,t.;h.�:7..`�.,.,i: :' ' BEDDING DETAIL o 36" MINIMUM 2 x 2 �7 w FENCE POST ANGLE FIRST STAKE TOWARD L PREVIOUSLY LAID BALE -f �i O PROJECT 12.0" 36.0" 40,0” MIN. r �� O MIN. WOVEN WIRE FENCE ���—� \�—'�� V_ I Renovation to Dunn LL (6 x 6 - 10 110 WWF) FLOW �� L �� CONSTRUCTION ENTRANCE-FOUNDR TION OF � �+ p� �n °;;; COMPACTED = Residence 3/4"STONE BLEND OR N.Y. STATE D.07.APPROVED R.C.A. o SUB-GRADE SOILS FILTER CLOTH _ f -`� FILL TO 18"(Min.)ABOVE EXISTING GR DE FOR DRAINAGE. - o n StopF N f ��L 2 n PLAN VIEW GENERAL NOTES Stormwater CONTACTOR 100HD BY CULTEC, INC. OF BROOKFIELD, CT. ��� i sto rrnwate r STORAGE PROVIDED= 3.84 CF/FT[0.82 M3/3] PER DESIGN UNIT. REFER TO CULTEC, INC.'S CURRENT RECOMMENDED INSTALLATION EMBED FILTER CLOTH �� 2%n X �G GRADE Management Co ntro GUIDELINES. MIN. 6" INTO GROUND MAXIMUM ALLOWED COVER ON TOP OF UNIT SHALL BE 12.0'[3.66 m] ROAD THE CHAMBER WILL BE DESIGNED TO WITHSTAND TRAFFIC LOADS —� Plan WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION 41 �`� n CONSTRUCTION ENTRANCE - FOUNDATION T INSTRUCTIONS. ALL CONTACTOR 10OHD HEAVY DUTY UNITS ARE MARKED COMPACTED 3/4"STONE BLEND OR N.Y. STATE WITH A COLOR STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THE NOTE: — HAY BALE AND/O D.O.T.APPROVED R.C.A. CHAMBER.ALL CONTACTOR 100 CHAMBERS MUST BE INSTALLED IN MAXIMUM DRAINAGE AREA — SILT FENCING FILL TO18"(Min.)ABOVE EXISTING GRADE FOR Project number 1781 ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL 1/2 ACRE / 100 LINEAR FEET DRAINAGE. Date 11/15/2018 REGULATIONS. Drawn by HA a TYPICAL SILT FENCE SECTION DETAIL TYPICAL HAY BALE ANCHORING DETAIL TYPICAL TEMPORARY CONSTRUCTION ENTRY CROSS SECTION Checked by GB Stormwater Management Chamber Cultec N #100 Typic il Detail n Stormwater Management Typical Details o 3 3/8" = 1'-011 -r N.T.S. -0 N Scale As indicated studio a/b architects 651 West Main Street, . > Riverhead, NY 11901 631 5912402 631 3231426 info@studioabarchitects.com Al A2 A3 A4 A5 Al A2 A3 A4 NEW 2X10 FLOOR ON LEDGER EXISTING 1' FLOOR OVERHANG Owner: I Robert Dunn 3645 Mill Lane, Peconic, New York 11958 Phone 631 876 5367 e-mail dunn3809@aol.com I I � / di • � _ Second Floor- 21' - 10 1/2" Structural Engineer for Foundation Design: _ DIETRICH � Ex Second Floor � I _ I � � I � '�, _ � _ _ ® 17' 10" - [— ENGINEERING P.C. - EXISTING 2X8 FLOOR CONST , Screen Porch EXISTING 2X6 FLOOR CONST ill -l _ $11_ First Floor 344 LENOX ROAD N HUNT GTON STATION, 1746 o RAISED IN N, NY, 1 Q RAISED Phone 631-427-5540 Ex First Floor _ Base Flood Plane = : : NEW-P _ 11 1/2" 9' - 0" -.... _ - - - _.. - i omo 0994 _ fax 63 ` www depcl - =TTS- _ _ _ ; ' - - - -- -- - - - -- --- - -- - - - - -- - -}-_7 Celia Ex CRAWL SPACE— --- _ — j p ---III-Grade Beam Bottom `) 31 - g��- _ �_ i.. .. I I I = I I = F - f I 1 �H t 3' - 10, =11I — I - -= = 1 =III=1 - - - I II --I IIS 1 = 1 = —I � II � I IIID I I—III III III I I ! � I I I � I I—� I III: III IIIIIIIII—III INE W RAT SLAB=I I I I —NE W4"SLAB -I I I— —I�FLG f�66I�J I ON DAMPPROOFING ON DAMPPROOFiNG AND WALL Pile Cap BottO ON COMPACTED FILL ON COMPACTED FILL 21 - 6" 3 T ical Existin West-East Section 6 Typical Raised West-East Section 11-011 - SECOND FLOOR TO BE RAISED B4 - - o. - - Description B2 _ -- ti — LO --- p Date 1 .9 1 .9 Bath m 0 Bat m _ 2 ------ Bedroom - - - ---=- = -- - - Bedroom-2 - - - - - - r ; C14 _ — _ — --- — =_. N 3 6 _ A-01 I A-01 _ .. _: ----- .................. =__.. - -- ..- ...._.._. _ cli Bedroom 3 --- e - -__-___ --------- - -_- - --- -- Closet �� -::- :: ____-.::__::_-- - _ — :Storage-- -------------------- B3 �-� B1 _ - - - - - - - �� N 12'-6" 11-01, I 1'-0" 8'-7 1/4" 20'- 1 3/4" A4 A5 I - - _ _ 2 Existin Second Floor n Raised Second Floor ti - - i PARTITION TO BE SHIFTED , _ I ` ' PARTITION TO BE REMOVED - - � 8'-7 1/4" 20'- 1 3/4" 10. _011 13'-9 1/2" - SHIFTED DOOR SHIFTED PARTITION I . .......... ...... .__ ► B4 REPLACED iv ;I ;' j . WIDER DOOR \�� I A .-,,.. K ." T ISI � �� v I - B2 I I I , :i s I ; I Bath m �� ,I ; �: I ------- - --- ---_ _-_______:_--_____ - - - -- - ---- - ---- -- - -------_ �� .:rl I: - -- - - - ----- -- -- Bedroom 1 - - - ----- : a:'- - -_ _--Bedroom=-'I I N ;, : I j : _ ___ ___ -__-_ _-__-=_-___ ----------___ ___---_ _ _-_--_--_=_ OF N STORAGE SHED,TO BE DEMOLISHED I :i - - - _ _ -- ----- - :- - _ __- _ - - --- - -- --- - - - - - - I ERN LOCATION P :— N !'': is i ' I':i I;i ,l — — — — — _ — — — t AND RE BUILT"AT WEST = _ - m -- �I _ I L D K .. .. ...- -- -----------------------------. -------------------------- 22'- ---22 - ,, - Mec - ---- - - - - - ;..' — ----------_-_ --- - ---- - ------- ECT U . PROJ I ,�, 3 -- ---- - - -_- __ _- - ====_ _ _==_ 0 1 I - _ 1 . 1Renovation to Dunn L_,_1 - Residence _ Storage Shed V A3 A4 N House Raising Plan — I _ — Project number 1781 Date - 11/15/2018 Drawn by HA � 1 Existing Site Plan and First Floor Plan n Raised First Floor _ N 1 /1151f - 1 -0 Y Checked by GB 0 co A 100 A-01 o Scale 1/8" = 1'-0" studio a/b architects Al A-04 651 West Main Street, FLOOD VENT Riverhead, NY 11901 13'-9 1/2" 2 (COVERS 200 SQ. FT.), TYP 631 5912402 dl 001631 3231426 CRAWL 28'-5 1/2"+/- 10'-0" +/- info@studioabarchitects.com SPACE --- VENT 0'-3 1/2"--' INSULATED FLOOD VENT TYP. (FLOOD, COVERS 200 SQ. FT.) 60"x 80" Owner: TYP. BARN co00 _i C01 DOOR Robert Dunn 3645 Mill Lane, Peconic, New York 11958 SMRT VENT C\' (FLOOD/AIR COVERS 200 INSTALL' — 1 ' Phone 631 876 5367 e-mail dunn3809@aol.com SQ. FT.) 2' RIGID 36"x 42" TYP. IN.SULATION A3 A4 BARN DOOR :• _ - _ 10'- 1 1/4 2" RAT SLAB 4"CONC. SLAB - TOP RAIL 7'-2" 2'-6 0'-2 314" Structural Engineer for Foundation Design: C _ : - REMOVE• ., - . - - ,. 9• 9 4X4 CEDAR 10 „- :EXISTING' , BLEACHING STAINi D I ETRI C H NEW FRAMED ', -' CONCRETE PILE - 01- 1 1/4' + A-04 3 Crawl Space = PARTITION . _ - FOUND TION = ENGINEERING, P.C. N ACCESS CEMENT ACCESS, - ' ''�`� - ;: ', `. — — — — Second_Floor GATE BOAED ON ., GATS , a 1 A-04 + 21' - 10 1/2" 1 - ' -'2X4 STUDS- - :.Cel lar•Stbrage- - - - - - - - _ 344 LENOX ROAD r` ON GRADE ' = DECK HUNTINGTON STATION, NY, 11746 6 L-, R - -, 1 5/4 X 4 CEDAR DECKING Phone 631-427-5540 L I, - \ ON ACQ 2X8 16"O.C. fax 631-470-0994 A-01 811 CONC.WALL @5 -6" WOOL0'-4 1/4" TREADS 5/4 X 4 CEDAR DECKINGwww.depcli.com RAISED CHIMNEY 1X4 CEDAR - � 1X4 CEDAR LATTICE 00 TION I- �— �- - HORIZONTAL ON 2X12 ACQ STRINGERS -- LATTICE i II II i _ 4"O.C. X4 CEDAR TOP RAIL .1 C. _ T-4" T-4" BLEACHING STAIN 4 DIA. STEEL COLUMN,, J A-05 3 U F' u u i _ co -.UNDER•UNDER EXISTING_GIRDER _ 'UPPER - . - o ' It TYP. ti .'.STAIRWAY 0'- 1 "TYP. o 1 INSTALL, SIDING � " � First Floor� iv a ;LENGTH-�- . ' 1'-8 1/2" 2,I,RIGID . SURFACE 1 — — — NJ B3 - INSULATION ..- , o - LJ N �- a, a ;I O r d iV —�-- — — — o, POST - --- B l 1 0o u I a° ; , ' w 4X4 ACQ - ACQ 4X4 POST CO2 1 1 - _ I _ �- , O 36"x 48" CENTER ALIGNEDBARN 3 "' Q BLEACHING STAIN DOOR WITH WINDOW A-02 i I 'v 1 -' ABOVE -=�== =��_ . Cl) _� _ — II — NOTE: 9'-7 1/4" 20'- 1 3/4"+/- 10'-0" +/- T- 1 1/4" --- 1. PROVIDE AT LEAST ONE 01 JI J HOSE BIB NEW ACCESS STAIRWAY -IIIIIIIIIIIIIIIIII—IIIIIIIIIIIIIII—III— No. Description Date LOCATION TO BE DETERMINED BY OWNER 4 2. PROVIDE ELECTRICAL AND A5 2 1 Al A2 A3 A4 PLUMING CONNECTIONS TO S-01 A-05 A-04 NEW SEWER SYSTEM i 12'-6" '-0" 1 Cellar n Access Stairway Section 1/4" _ '1'-0" 1/41' = 1'-0" SOVND'gVENVE N 54°30,E 51 _ PROPOSED CONTOUR TYP. ! m ry """`•----...-�- EXISTING CONTOUR TYP. D O 928.82' �� 0'FROM TIDAL WETLAN o 0 1 100 �, --^ -------6-4- .� 2' DEEP, GALLEY t m .a - 01 ,., PROPOS - cA ED i .._ — ._ '_ RETAINING WANE "° . � �_ _ o o , b �""^ --! s o STORMWATER CALCULATION: MAIN ROOF: " s_s ! 1,122 SQ.FT. X2 INCH RAIN = 187.05 CUFT 64.42' `° ; REGRADE '� SE 2 DEEP GALLEY WITH 31.99 CUFT/VF PROPOSED , --!_ FOR ACCESS GATE SAN/rq y 1 o ( C F= 5.85 VF REQUIRED SY R Y EP ED ' � I - ----__STEL' _ `� � i s,..o�l............. o ---, � � E (3)-GALLEYS,92' DE t'` ARC _ _ r- - � DR _ ALTH pE - - 4 S E ROOF: E S ��' P AP PER T, ----- ......:.... - fit. M/r — — ----- i t 2�i,8 SQ.FT. X 2 INCH RAIN 46.34 CUFT p°_L s' :^ F - z"<'f" 15.23' USE 2' DEEP GALLEY WITH 31.99 CUFT/VF ,- 3 r I 46.34 CUFT/31.99 CUFT/VF = 1.45 VF REQUIRED , - USE (l)-GALLEY, DEEP .^ % --__ PROPOSED :. ' T 10' e o ADDITION. : ,�-, :�, F. '' , iRAISED EXISTING f ,' =' /4111 m. 4 i -o %f. r:HOUSE r „ v'3 ., 01) ayr C) • - 10.30 OPOSEDc- I - 21.0'+/- 1 "k°• r!. -,'s'�''.f ,.,., ,r r.f.:. � .. ,✓'r'i _ ,'`/f d � i ND EXTERItiR� � .- s- e. N WATER-."SERVICE SURVEY BY PROJECT L HOWER - - - - 121 611 _ � I � I ; -4j R'S CE SITE PLAN IS BASED ON I � -� �i � `I NATHAN TAFT CORWIN III Renovation to Dunn FD — -�_ _ — - ; zo i LAND SURVEYOR IP n PROPOSED DATED cos S54030' w -,7,, _a. __-- ENTRY m ; SEPTEMBER 20, 2013 Residence -STAIRWAY l i f J F SURVEY NOTES: MAP PROPERTY ELEVATIONS .,-_ _ _ --_1 EXISTING DF�IVEWAY LOT 24, MAP OF PECONIC SHORES X42 10 i TO REMAIN II FILE No. 117 FILED AUGUST 5, 1924 D L___ cn I SITUATE PECONIC, TOWN OF SOUTHOLD Site 1 Ian Cellar Plan i — 1 SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-67-02-11 2' DEEP, GALLEY SCALE 1"=20' DRYWELL — LOT ACRE CALCULATED 0.16 PROVIDE H2O LOADING �� _ _ s_5 FOR VEHICULAR I FD TRAFFIC i CM $ 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 10.0 2.THIS PROPERTY IS IN FLOOD ZONE AE (EL. 9)AS SHOWN ON Project number 1781 i FLOOD INSURANCE RATE MAP No. 36103CO161 H r ! ZONE AE: BASE FLOOD ELEVATIONS DETERMINED Date 11/15/2018 Drawn by HA a Checked by GB IN of - 2 Site Plan o 1" = 10'-0" 00 .®02 o LO T Scale As indicated r studio a/b architects 651 West Main Street, Riverhead, NY 11901 A-04 7Room Finish Schedule 631 5912402 631 3231426 2 Finish info@studioabarchitects.com 13'-9 1/2" Room# Room Name Floor Base I Trim I Wall I Ceiling Comments (:4) [: RAISED EXISTING 2ND FLOOR 1 Screen Porch Mahogany T&G flooring 1x1 Mahogany 1x3 painted 3/4" Fly Ash Siding: Boral TruExterior 5/8"WRGWB painted Boral: B^ NO CHANGE Siding,V-Rustic, 1x6, painted www.boralamerica Owner: �+ °°m Robert Dunn -" " - - - -'---"--'--' 2 Bedroom 4 HW flooring to match Match existing Match existing 5/8"GWB painted 5/8"GWB painted -- -- -------- -- - -- ----------------------- ------- existing -_-_--___-_- ------ - -- - - -- -- - 3645 Mill Lane, Peconic, New York 11958 - 3 Bedroom 5 HW flooring to match Match existing Match existing 5/8"and 5/8"Type X GWB painted 5/8 GWB painted Phone 631 876 5367 B 2 -- - ---- -.-------- --..-----------------..----.-------- ----- - �� ... .... ..................... ............................._.._..._.._.. existing (Type A ----- ------- -------- ------------ - - - . -...-._ - - =.. --- -- ------------------- --------- --- ___ ----------------------- .---- ---- ---------- - ---------- - -- - e-mall dunn380 @ aol.com _...__......._............_...__....................... 9 a _..._ ..--- ......-.. _...__............................................... .. .... ._.. ...._...._......_.......--....---........-.........-.._...- --._....._ .. _... . _ . -.-- - - - - --......................-.............__._- ...-._. - -__ - - I 4 Cellar Storage Exposed Concrete 1x4 painted Match existing, or 1x3 1/2"Cement Board painted 5/8"WRGWB painted . .. .. Bedroom 4 ---- -_ k a om — - -_-:::__ ----_ ----- -_ ::__ — .- _- - 7---:------------ - --- painted _....._____ _ _------ ------ ...--- -----------------._...__....._.._.._------- -- ---_...__--_........_--_..._.. . - _. -------------------------- ------- ------- ---- ------------------- ------- - -- -- - --- - ----- ------------------------------------------------- ---�-------------2------------ ----------='_________'______'_ _­------- __ — --- --------- - -- - ----- - e - - .. - -- ----- --------------------- ------------------- . -- _....._.__. --------------- -- - -- ..._... - _.. -.............._......_... ._............_ DoorSchedule Foundation ---'---------------------------------------.....--------"--------- - _ ... ----------- � Engineer Design: --------------------------- -- - -- Structural er or .-.._......................._.......... .......--.' ................................I-.-......._..._.... .. _.................. ... 3 ___._-.------------............._-.._...-_-..__...._--'--..._.__.._. ._._.__ .._._. _.. ---- - - - ---------- ---- _._...._ _._....._ ..... _ ... . _' _ ... orType duct Finish Frame and Trim Lock Set Handle Note ® O _._....-. ..__....- - .._.._... -... - ... -----._.. ... -- - ..__._.._.._...._. .:.__ -- I Door# Room Do Dim Pro RI H - _ _ ..... ....-.-..-..__...--_:-..-_ . __--: --::-:-:-:------ - i-_ : - _--- _- -- ... . .. :.-..:....:- .- - - -- -----------=-+-'--- ------._------------------- - --- - - ---___-------_-- -- — ° - - ---- ------ --_ — --- -- -- ---------------------------- I N E E RI N G P.C. -- -- ---- -------------------------------- --- - --- ---- ----------.- - - .----------------------- ------------------_____ - --- - -- ---- - ----------- -------.-------------- 01 edroom 1 Panel 0 w x 80 h atch exists al hate atch exists rlva SMIL o ------------------------------- ----- __-_- - _ __-----,__-- Hinged 'ng 'nt,w ' m 'ng P ' cy Kwikset Milan Lever, 15 A-04 3 - -- ---- ---- -- ----- - - - - - ._...- - --- --- - --- - ---------------------------- - -- - - --- ----------------------------- 1. .. Door N ----- ------ --------- ____:_ --: - __-:__ ---.-_- -_ __-__:_:.-____---_--____:___-:_:_:.-"_.-_._ --____..._ 201 Bedroom 4 Hinged Panel 30"w x 80" h match existing Paint white match existing Privacy Kwikset ks t MiB n(Bronze) 344 LENOX ROAD -_ - 9 g g Y 55MIL e - ------------ ------ - - - - - - -- - ------- - -- ---------------- -- - ------ ------ ------------------------ _'+=-----------------.-------- 1746 -- ...._.................-......................................... ..... .... ..... .... . . ... _ Lever, HUNTINGTON STATION NY 1 _....... ............. ..... .. .. Door ...................................._..._..........._._..___...... ....... . ............... _.__....._.....__...._....... __....---....----........................_----....._ ....__... _................_......................._ _. . _... r, Phone 631-427-5540 - 1 (Bronze) ____________._________________-_--__________________ j-_____--_.____---_--__---_.-____-----___.------- N 202 Bedroom 5 Hinged Panel 30 w x 80" h match existing Paint,white match existing Privacy Kwikset Milan Lever, 155MIL ----------.._._....--M.------------ ---- --_____..----------.._.._.. -._____:_ 0 -- - --- . . .__._. _- -..__.... ..............._. 631-470-0994 fax 470 ......................................................................'_'._.. ..I .I..._...-...__.............I.........I..... . .-....- . ` ................. . . . . --- -..__.__.___._.__._:__:___________:_.__:._- _.-__ www.de cli.com ----'_ --------- ....._..__._._...---------------- ------ - p- --------------- --- -- - - - ------ C01 Ceilar Storage Hinged Barn 60"w x 80" h 1x4 pine painted Paint,white 1x6 frame, 1x3 trim n/a Suffrolk Style Gate Latch, If lock is needed, use �'6 A-01 3 -- - - -- -- -- - - - - - - _ - -- - -- - -----------------------.---- ---- ----------------_- _ --- painted galvanized Kwikset Milan Lever ------------------------- - - ---- ---- - ------- -- ---. ------ ---------------------------------------------- -- ---_- _--- � ------------------------------___.-- -__._- _. Door pa' black or galea ' ed K ' . .. .... . ................ . . . _ . _ . ..... _....._- _.. _.. - - _.......... . 156MILS T MT 11 P - -- - - .... ----- - -- -- - - - - - -- - - - - - -- -------- - -- - - - ------=_7-------------7.________._____.._7------------------------------ .. . . ..... . .. .. . ....... -- . . .. . - .. - .. .. .._.I._.......I.-.._.._..._ ...... __ ._--_._..__............_....--_..............-------------...._......_..------------ .. .........._....__......__._. ......-------.._ .-.....-.....I. ..- .. .... __. . ..............-.....__._..-_. . ... . -. ... V. (bronze),w entry lock --- ------------------------= ------------- --- --- - - --- --- „ -_-.__ -__ .__ - - _____.-___._-._-_______._._.-_.. _..___._-._...._..__.____..,._ _._____._.,_____.------.._..__.____.._. .-___ CO2 Cellar Crawl Hinged Barn 36 w x 48 h 1x4 pine painted Paint white 1x r -----------_..---__._._____...------_.------.__-. -------------__.--._-- ___... ._........-__---_---_-------_.._._ .- . .................-----. .._...._..-_......_...._...-_----.--.--..._.. ........ p p me, 1x3 tnm n/a Suffrolk Style Gate Latch, If lock is needed, use _..._.__.-_....__.._._..__.._-.--__-- _-___.._._..................._.. 0 -- - - __ ------=Bedroom_5-::---_-----_:::::__-______:__ ---- -------- --- - --- -------- ------------__ ____- -- ...... ....... ----- -- - ----__ - --- =__. ._.... _.__ a -- - _ -_ Space Door_..____......._._.. _. ___ _ . ._ __ __-_.._...__....................... ...................._.._.._...._.__... __=_--- __......_ pa painted black or galvanized Kwikset Milan Lever 2 - - - - - - - ----- ---- ------ -- -- - -- - - -- -- ------ ----- --- --------------------------------------------------------------------- -------_________----- - ---- ----- --- -- -- -- ------ .. . -- -- .... - ---- -------------_---------------------------------------------'_'__ - ------- -- - ------- _ -- ---- - --- --- ----- \ A-05 --------------------__:__------------------------------------------------------------- 156MIL - SMT--- - - --- --- -- ,went lock ----------------=--- -----=----------------------------------------- ----- ------ - - -- -- -- - ---- - -- --- - -- - ---- - ------------- ------------------------------------------- 03 Porch ass 6 w x 8 r, __..._. . .. . . . . C Screen Full GI 3 0 h ThermaTru Paint,white, 1x3 trim painted Keyed Kwikset Milan Lever 156MIL Tempered clear glazing, - --------..........----..-_.'__......--'__._.__..---......---'------.........__.._..-------------------...._.......__......_. ---..------------.....-- ..._......-- -- -- - ._......._..._...._ _ . .... _ ...-.__. . . ... ._......_...----...---- ----------------- _.................---- --._.. --" ....-.._....... ....._.... ... _ - -------- -- - - - ---------------- =t-------=___------- -------- - -- -------------------------- ----- ---_--- - - - --- ---- Entry Door S2000, or eq. Clear Glass, No Entry RDT SMT 1 1 P(bronze) no grill ... . .. ............. ...... ......-.....................-.-.......................... ...._. I. . ......I..I. I.I ......................I.....I..................- ... . .. ....... .. . .... .... .. .. . ..... .. . . _.........._.......................... _.... _ .... ........ .......... .........- .-. ...- : .---.._._ B - -- ------ - --- -- ------ - 3 grill . 04 Crawl Barn 6 w x 48 h x pine painted Paint,white x3 tri /a Latch,____._______._-_--__.__-__ --__ ___ _-.._____-- ._-.__...____.-_._ .__ C Cellar C Hinged 3 1 4 i e a' P 'nt,w ' 1x6 frame, 1 m n Suffrolk Style Gate L h, If lock is needed, use 2 _----- _._. _ _._._. gib...._.....:-:::._:--:.::.:==__-_..::::-.: _:-. __:..____ ___ _ .-------------------------- Space Door painted black or galvanized Kwikset Milan Lever 0 - - - - 1 --- - ------------------------------------------------ --- ------------------------------------- --- -- ----- -.--------------- - ----_- _ _ ------ -- -------- ------ -- --..--.---- .---------.._-_.-_. _-._.__.._- ----------------_-- _--_------.-------_---------_-__.-_---_._._._ .___ B 156MIL SQT SMT 11 P B1 - - - - - - - - �-� (bronze),w/entry lock S01 Shed Double Leaf 96" (36"+ 1x4 pine painted Paint,white 1x6 frame, 1x3 trim Keyed Kwikset Milan Lever 156MIL If lock is needed, use - ( TBarn Door 60")w x 80" h painted Entry RDT SMT 11 P (bronze) Kwikset Milan Lever 12'-6" 1'-0' I I I 156MIL SQT SMT 11 P (bronze),w/entry lock - I / 'I I S02 Shed Hinged Barn 36"w x 80"h 1x4 pine painted Paint,white 1x6 frame, 1x3 trim Keyed Kwikset Milan Lever 156MIL NEW SHED ROOF Door painted Entry RDT SMT 11P(bronze) 2 1 OVER ANGLED CORNER BRIDGE BELOW No. Description Date A-05 -- - - 4Window Schedule4 �v(� A 1 A2 A-04 A4:� - ___ Type quanti Mark ty Product Dimentions(w x h) ����R�nish ������� Comments 1 6 Double Hung, Owner l'-11 7/8"x T-2 3/8" 2'-0 3/8"x 3'-2 3/8" 3'-0" 6'-2 3/8" Verify the size before frame Second Floor supplied 1 1/4" - 1I V-0„ 2 1 Andersen 400 Awning S-4 13/16"x 2'-4 3/8" 3'-5 3/8"x 2'4 7/8" exterior White, Interior primed Low E4 3'-0" 5'-6" AW351 3 2 Casement, reuse 2'-6" 6'- 10 13/16" Emergency Resque Window, existing Head Height may vary as per product 4 2 Andersen 400 Awning 2'-7 1/2"x l'-5" 2'-8"x 1'-5 1/2" exterior White, Interior primed Low E4 2'-6" 3'- 11" �AR281 13'-9 1/2" 28'-5 1/2" 101-01, --- _ I A-04 RELOCATED 3'X6'-O"OPENING - I 2 EXISTING DOOR WINDOW NOTES: W/REPLACABLE SCREEN DOOR, CLOSET REMOVED 1. ALL WORK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF LOCAL GOVERNING CODES, NYS. DEPT. OF TYP. 3 1/2" 3 1/2" LABOR, INDUSTRIAL LABOR CODE, RULE 21, HEALTH CODE, FIRE DEPARTMENT REGULATIONS, NBFU AND UTILITY 31/2" 3'- 3 -0" 3'-0" 0'-31/2" + N o REPLACED PARTITION CODES, OSHA CODES AND NYS BUILDING CODES. M 30"WIDE DOOR RELOCATED C NTER ALIGNED 2. ALL EXTERIOR WINDOWS TO MEET LARGE MISSILE IMPACT TESTING AND 120 MPH 3 SEC. GUSTS. % 64 M - - W/WINDOW M LLION FOR WINDOWS NOT RATED AS IMPACT RESISTANT, PROVIDE PLYWOOD PROTECTION PANELS AS PER NYS % iv RESIDENTIAL CODE R301.2.1.2. I. iZ7 I I , I ! I I I i ', 3. SAFETY GLASS REQUIRED IN ACCORDANCE WITH NYSBC SECTIONS 714.2.6, 714.3,AND 2406, OR NYS RESIDENTIAL I . CODE R308. - ! I I I i N 4. ALL CONTINUOUS INTEGRAL PULLS TO HAVE ROUNDED AND SMOOTH EDGES. _�� B2 `" / // I 1 I _ �� 5. TYPICAL WINDOW OPTIONS ARE, UNLESS OTHERWISE NOTED,AS FOLLOWS: it i illi , i I I I I : ! - - - ---- - - --- - I1 i ' ; I j I ! - - -.:........._. - -.--- ---- -._-..-. -- ..-.-.::.-- -.. -___ ------------___ -- r EXTERIOR FINISH: ALUMINUM CLAD,WHITE Cl) _ i I I i i - _- _ ---- _ _- _________________.____'____+__ - ---- ----- -_ - ---- ----- -- --- - ----------------- ---- INTERIOR FINISH: PRIMED I --- _ EXT 9 o i I I _.... :. ...... . . . _ _-___-__--- -----------_------------------------------- -- - - \� HAVE HIGH TRANSPARENCY SCREEN _ _ _ . I j ,1 I 1 -- ------- -_ - -- _- - ----- - -- ----- ------ -- ------------------------------ _ --- -...... . . .... .. ... . .... . . _ .__._ ALL OPERABLE 3 _ ! ! 1 ; I ! i I i -------- -..._.._-.... -- -- -----...----..._._...__............................_-... _.._._. _........ .............. . ._._...... ........_.... ..._._ ... _.. . . _ _....._ .. .. GLAZING: SEE WINDOW SCHEDULE A Aj^ ! - ----------------- -- - -- ---------------------------------------------------------------------- N I i I — —— ... — —------- --- — ——---- — ---- -- -- — — —--- — —— — — — -- --. —----- — .:._.. — .:_:._: --- -- A-05 = ! I 1 : : - - --------7___________--- ---- - - NO GRILLES N ! ! , ( . I I I -- ---- - --- - -- - - - - - - - - - -- ---- - _... - - - - _ _ -- - ----. ._. ._---- - Ii I I - I _----.-.-=- _-: _...-..._-- -.. _.- ......_.--- om l -. _ .. .__._ .._._ ._..._ FINISH SHALL BE SATIN NICKEL Bedrd ALL HW T M ! ; A- 5 I , I i ! 1 I --- -- ---- -- - ---- ------------------------------------- - ---- - - - - - - - ---------- ..__._...... - ---- ..... - - - - ! AWNING AND CASEMENT CRANK STYLE: HOLDING HANDLE SATIN NICKEL FINISH . . 1 ! i ; i -- - -- - - -- -- ----------- C S ENT CR S L i l 1 1 _ _........... -------------------- ---- - -- - ....... ........... � : I ' DOUBLE HUNG LOCK: SATIN NICKEL : -. OC S C 4X4 CEDAR r ! I Ill , j I ----- -- - -- - --___ _�__:_- _________ -__--_- _ _-_-_ - -_.-_._-_-__ _-._==---__---____-.---_-__________--____:_._-_____:: 6. USE FLEXIBLE FOAM INSULATION TO FILL SPACES ALONG THE WINDOW AND STRUCTURE illi I I j Cris P C ! ! 1 ' ! _. _- RF.D AR TYP. N III ! ! I ( , --- --- - - ------ - ---- --- — - ---- - -- 7. us N I : '(3)-1 3/4"X 3 1/2" j 1 ; --------- --._- -_ - - --_- -------- ------------ -_------ --...._-..._-__.__ __--'_._.- __--_. --......-- -_---....................... .... .. ... .......___ _ - �5�� KI AFj C'SiI E FLASHING TAPES AS PER MANUFACTURER'S INSTRUCTIONS I1 : __...................___...-__. ---------..-___..._.._.._------_-. ._ ---.--.-.-- .__...-------._.._...._._.....___._....__.......-.----_--_.. _-__.........-_-.-.-..._-.-...._----.-......_. __.._. ._._.-... ......_ __._. _. .. _..._._.. .. ADCHEM 1852 Old Count Rd. Riverhead NY 11901 www.adchem.com 631-727-60 0 ! i i I i i :LVL COLUMN I I ! --- — --- -- ------ ---------------=__' - --------------- - - --- -- --- ------ ---------- --- -- -- - -- - --- -- - -- 0 I A-04 3 M i ! ; I i , : : 1 ! I I ---------i ------_---- '.-------------.--.—---- ----.------------------------------ ----- ----=::__ _._.__.-_=_-------_---_-_ ==______._-_-=_:_..___._..____ ONT www2.dupont.com *'� :;'•�' --I DUP IN o i ! ':, ! ------- ------------ ----- -- - --- --- -- - -- www.Shop3 M.co m ,�; ,,>,v D ( I : 3M I I ! I ; ! I I j ' — ----- -------------- ----_ -----__ -- --- - --- --- - -- -- - ---- -- :,';: : ,,, I 1 - "' "' "" " 8. BEFORE ANY PRODUCTION OR PURCHASE,VERIFY ALL OPTIONS WITH ARCHITECTS AND OWNER R.u,n &4 I � , ( ; . 1 I I 1 : I 1 : 1 1 ' '----'.--_'._---------------_.-...._._.._'.-- LIP--._...----.-.__....----_.-----. _..._..-- ---._ ....__.._.__ --------- _........................ ..._—.._._..._-- ---— — r F4—:�x«u vd�a 1 __ : I 1 i i I - ---- ----- - --- - - - - - 1 -1- -i- -�- --------___ - -------------- ---------------------- - --_- - ------------ ----------------- 1 9. WINDOWS ON SHED ARE ALSO LISTED O N THE WIN DOW SC H EDU LE. (PART OF#1 AND 5) 0 't Q -11. 6 M I ; I I I -- - - ---I------_+=4 1 --i ------- ---------------------------- -- - -- - -- ----- -- - - � �` � r IIII -- ......... _._._..................__......__._..._- _��.. _.._. __._. _.. ....._._. _ PS`; A-01 o III . . : I - - -- - - ---------- __.....- - - - -- - ----- -- � 1 ' I is I - �_ _-_�--- I : , : _ I ' : 1 : 1 3'-9 -- -.-_=_- ---------------------.------------------- ---_- --- ---- - --- -------...-----------_ : 1 _ : --- - -------- - --------= --- - - - - - -..._- - -------- ---___.---- --.____..--. _____- -- . _...----------- 11 / 1 1 -- - - - v : - . .. ._ .. -. ..... .. . ... . ........ . ....... I... ... ... .+....I... ..... ...... ... . .. .. . ... . ..... . . .. . . . .. . . . . .. ... . i i ! - -- ---- -- ------ _-------------- -- --- ---------------- ---- -- ------------------ ----- __. -.--------- _ I I I - -- :-....... . ----- ----- ----- --------- ------------ -- 1, 1 ; i _- ------........_......_.............__....-----...._.............' ----._ .._----....--- _._.....-_..........______-....____-..-_._..._...............__._ _.................__.....__.............. _..... _......_......_...... -- . - - 4 -0 15 -0 I 1 I - -- -- -- ------ -- - - ------ -- - ------ -- - --- - -- - - - - - - - - , ,I 2 _ 1 : _:::............._.......... .... .._ :. . ..... . .. i I I I 1 ! I 1 i -- -- — -- ---------- -- -- -----------------------------------,-- -_ i* i I I i : : , i i i ! -- -------- -:__E,XISTtNG-WAtL_..--.------ ---- - -_ -- ------ ---..__...._ A-05 5 UP ;, 1 ' ! ..... ... .. ..............._.._..._.-.._._....._..._._..--- -.-. ._........-... -- .-.. . . . ...............__....:_----_--_---- -_--__-- k----__------__--_---_'-------------_--._-.-:--- - - ! 1i ; iI1 : I • , ' _ = - -- _-------------------------------__:_-------------------------------------------------------------------------------------------------- --- - - -- - - - - ---- -- - ------------ --- A 05 M I I ! I 1 '+ : : I -- ------ - --- - ------ ---- -------------_'------------------- ---- -...---- -- ... ------- ----_...-------- --------------- ................_.._._.._ - -_--._..._ PROJECT ! ! I UPI ; I 0 - 10 ! i - - ----------------- ---- -------------- ... - ____ -- ---- .--- -_ --- _-_--- i , - - -- - - ---- --------------------- - ---_.------ - -- --.._..-------_._...---._-_..---- i ! . - --------- - - --- - -- -- -- ---- - : 3, 1'r r ! , ' ' i , I ', ! I i --------- ---------------.-.-_-.-.:.::.-:.::.------:::.::.:::.----.-.:_-----:::....:.:.::.:::.-;----_::._:_..::.-- - -o-... --.: -- - Renovation n O V a t I O n B3 - ° : I'll j i i i -- -- -- _--_- --- -_--__ -__-__=__--- - - - - _ = r -_ _- _ - ---- _ i to Dunn 1' ll : I ; i ..._.._I......._._.-:_ -- __ ..... ...._... _ . I i i ioi i ! i ! ---._ _.. �_ _. -- - --- ----- -- - ------ ----------------------------- i �;I ; ; I I ---- ----- ----_:-_-:_---:-_--_---:-_----_-_:_:------:_-__:__-:-:-_--:-:------ -- --_------_ L ALL= _ I Residence C) i :, ; ! I i ! ---- ----------,-------- - ------------------------------------------------ ---- - - o Nt i 1 I _ - - -- _--..___ ...- - - - - _.. � — (61 — — — — - - _ _ _r i I : : i i i i t 3'X 6'-8"OPENING - 1 - 7 -2 2 i I ! W/REPLACABLE SCREEN DOOR, TYP. 12'-6" 3 -° 1'-0' 4'-7 3/4"+/- 3' 11 1/2"+/- 3 N -6" i I -4" 3'.I 4"i A-02 N ; V .1 1 - Floor Plans - - --- - - / / 13'-6" 8'-7 1/4" N 10'-0" Cl) , 4 A5 A6 Al A2 A3 0 A4 2 1 A-04 Project number 1781 S-01 A-05 Date 11/15/2018 Drawn by HA a M Checked by GB 0') - o A OD ih 03 2 First FloorAN 1/4- _ V-0" Scale As indicated 2 6 1 2 studio a/b architects A-05 A-01 A-05 S-01 651 West Main Street, EXISTING FASCIA Riverhead, NY 11901 631 591 2402 631 3231426 info@studioabarchitects.com < EXISTING ROOF NEW ROOF NEW FASCIA TO MATCH EXISTING FLUSH m FASCIA Owner: TO MATCH EXISTING Robert Dunn 3645 Mill Lane, Peconic, New York 11958 Phone 631 876 5367 e-mail dunn3809@aol.com TRIM TO MATCH EXISTING 4 � 4 SIDING TO MATCH EXISTING EXISTING WALL AND WINDOWS Structural Engineer for Foundation Design: = EXISTING NEW SIDING TO MATCH EXISTING SCREEN PORCH OPENING D I ETRI C H _ A-02 INSTALL REPLACEABLE ENGINEERING, P.C. z STORM DOOR Phone 631-427-5540 00 fax 631-470-0994 C6 www.depcli.com cq - -- --- -ll - - - - - NEW FOUNDATION WALLrni . III — — PROPOSED ACCESS STAIRCASE NEW BRICK MASONRY REPLACED FOUNDATION WALL NEW FOUNDATION WALL FOR RAISED CHIMNEY W/NEW BARN DOOR NEW FOUNDATION No. Description Date 1 East Elevation n North Elevation -- 1/4" = 1'-0" U 1/411 = 1'-0" -- 2 1 6 S-01 A-05 A-01 2 A-05 FASCIA TO MATCH EXISTING - --- NEW ROOF ---� E-- EXISTING ROOF — FLUSH m FASCIA TO MATCH EXISTING TRIM TO MATCH EXISTING ---- - ------------ O3 SIDING TO MATCH EXISTING TRIM TO MATCH EXISTING \ SCREEN PORCH OPENING SIDING TO MATCH EXISTING 2'-10"X 6'-0" INSTALL REPLACEABLE STORM DOOR TYP. 3 SCREEN PORCH OPENING A-02 3'X 6'-0" 4X4 POST ' ` INSTALL REPLACEABLE PAINTED STORM DOOR ■ TYP. ` L 71 1X4 CEDAR 1X4 CEDAR HORIZONTAL LATTICE HORIZONTAL LATTICE ��CD ARC 1X4@4"O.C. t y 1X4 @ 4"O.C. BLEACHING STAIN CT�� �t' � �����T� BLEACHING OIL ACCESS GATE 01 Cry 777 III ( ( I I I— I — I PROJECT BARN DOOR NEW FOUNDATION NEW FOUNDATION WALL Renovation to Dunn NEW FOUNDATION WALL ON GRADE BEAM EXPOSED CONC. BARN DOOR Residence n West Elevation n South Elevation 1/4" = 1'-0" 1/4" = 1'-0" NOTE: Elevations DOORS AND WINDOWS WITH#ARE PROPOSED Exterior Finish Schedule Insulation Schedule WITHOUT#ARE EXISTING Construction Exterior Finish Color Notes Construction Material Thickness, R value Note New Foundation wall Exposed concrete wall New and Existing (raised) Batt Insulation 5" R19 Cavity between studs Siding Cedar Shingles to match existing Floor above unconditioned Trim Match existing white space Project number 1781 Soffit Match existing white New Exterior Wall Rigid Insulation and Batt 3"R13, 1"R5 Cavity between 2x4 studs, Continuous Date 11/15/2018 insulation on sheathing Fascia Match existing white Drawn by HA a New Roof/Ceiling Closed Cell Spray Foam 8"+/-, R49 Cavity between rafters a- Roof Asphalt Shingles to match existing Insulation between rafters Checked by GB Stairway Lattice Wall 1x4 Cedar Horizontal Lattice Bleaching Stain weathered of o Cellar partition Rockwool Batt Insulation 3", R13 Cavity between 2x4 studs Stairway Treads and risers 5/4 x 4 IPE, or Yelow Cedar, or Mahogany light gray or white co c Cellar concrete wall, Rigid Insulation 2" R10 Continuous Rigid Insulation where indicated on Plan o N Stairway Top Rail 4 x 4 Cedar r Stairway frame ACQ N T Scale 1/4" = 1'-0'" A5 studio a/b architects ROOF: 651 West Main Street, ROOF LOAD ASPHALT SHINGLES TO MATCH EXISTING Riverhead, NY 11901 BEARING WALL ON ASPHALT FELT SIDING TO MATCH EXISTING — 631 5912402 ON 3./4" PLYWD SHEATHING ON 55 RIGID INSULATION ON 2X10 RAFTERS @16"O.C. ON WRB 631 3231426 ON 1/2" PLYWD SHEATHING I info@studioabarchitects.com 6 2 INSTALL R49 CLOSED CELL SPRAY FOAM ON 2X4 STUDS A-01 A-05 INSULATION JOIST HANGER 1 3/4"X 9 1/4" LVL CONTINUOUS Owner: FASCIA AND SOFFIT JOIST LEVEL HEADER 6 112 TO MATCH EXISTING Robert Dunn 3645 Mill Lane, Peconic, New York 11958 WALL: Phone 631 876 5367 CEDAR SHINGLES TO MATCH EXISTING Second Floor e-mail dunn3809@aol.com ON WRB ON 1/2" PLYWD SHEATHING 21' - 10 1/2" ON 2X4 STUDS @16"O.C. WRB ON METAL FLASHING INSTALL 5R RIGID INSULATION ON WRB'AND �* 4 R13 BAT INSULATION BETWEEN STUDS. Mo roonii _ edr METAL FLUSHING FLOOR: o Structural Engineer for Foundation Design: Cl) HW FLOORING TO MATCH EXISTING - _ DIETRICH N W rn v:;TpI N3/4 PLYWATTINSHING - N ENGINEERING P.C. — � Z INSTALL R19 BATT INSULATION � - _� - W v �E LO N. _ _ Second Floor 12 _ Second FIOOr� Q o 344 LENOX ROAD �� 21' - 10 1/2" 21' - 10 Cl) - HUNTINGTON STATION, NY, 11746 SCREEN PORCH WALL: `' ; Phone 631-427-5540 - - 1X3 TRIM PAINTED 1/2"WR GWB fax 631-470-0994 _ CEDAR SHINGLES TO MATCH EXISTING � = PAINTED www.depcli.com 3-1 3/4"X 9 1/4" ON WRB ON 1/2"PLYWD SHEATHING W v LVL GIRDER ON 2X4 STUDS @16"O.C. _ ~ 1xX TRIM C) 0 o AT JOISTS o PAINTED LEVEL RIGID INSULATION ON THE UPPER FLOOR v � N l INSTALL M - WALL SHALL FULLY COVER SIDE OF FLOOR co "' O CONST. THE 1"GAP ABOVE AND BELOW `' JAMB TRIM AHEAD REPLACABLE Screen Porch SHALL BE TAPERED, OR,ALTERNATIVELY, o� W STORM DOOR a' RIGID INSULATION CONTINUES ON SCREEN BOX STEP BETWEEN - PORCH WALLS 4X4 POSTS o o First Floor �_ - F',ct Floor - - - �© - SCREEN AND GLASS iv -M in 13 0 �' 13 0 REPLACABLE STORM DOOR o ; Ik Screen Porch 11' - 8" � 2X10 JOISTS C° u SCREEN PORCH = -- FLOOR CONST 0 1 1/2" Crawl Space 4"SLAB 12"x 20° SEE 8TRUCTURALD ' I. EL. 7 -0' c� 2"RAT SLAB WGS w 1xX TRIM PAINTED ON DAMPPROOFING a" -I z I �- EL. 5'-6.. - — - - ) - ° Z g 1X3 PAINTED 4 I � � � 5 ell6r o co i 1 i No. Description Date �i ° _ _ Grade Beam Bottom , I +— I� I – - I 1I I II 111 11= 3' - 10" N .TT I I Pile Car) bottom o --II 2 6 TAPERED SILL 1X6 FLY ASH SIDING - I I-0'�4 I SES I ( .15'�5, I---- I I I I,_ _ I— =I 3 11 0 MAHOGANY 1xX PAINTEDURAI _ PAINTED - - �61 Section Through Angled Corner Bridge DRAWINGS 1 T ical N-S Section through Addition 1/411 - 1'-0°' TO MATOCH EXISTING rn u U WATERPROOFING TAPE TO WRAP OPENING EDGES ON WRB W U_ Q A5 Al A2 A3 A4 SIDING TO MATCH EXISTING oW CD ON WRB g "� ON 1/2" PLYWD SHEATHING iv NEW ROOF EXISTING ROOF N 1 2X4 SLITDS � H I I I ACID 2X4 SILL - 1X4 BASE PAINTED MAHOGANY FLOORING ON 3/4"PLYWOOD SHEATHING / ON ACID 2X10 16" O.C. @ Lb -- 2X10 ACQ RIM JOIST Screen Porch I - 11' - 8„ Bedroom 5 Bedroom 3 NEW FLOOR CO ST. I IN L 0 NST ACQ 2X4 JOIST HANGER 0 L J/ Ft1=D NEW 2X10 LE GER L_J �I — — — a -a 5R rh Second Floor �� �pKt A 21' .. 10 1/2" - - - - ; . TERMITE SHIELDi CONTINUOUS 1 3/4"X 9 NEW GIRDER!____",,,-, T ical Screen Section Detailr_: ' 1/4" LVL HEADIER (3)-2X103 �- NEW 2X10 JOISTS SCREEN PORCH FLOOR 1 1/2" = 1'-0" �T ��'•37 �',•r Screen Porch 4'-0" 5'-0" NEW 2X8 JOISTS LANDING FLOOR LDK 10, I �I b EXISTING 2X8 JOISTS FLOOR Q \ EXISTING 2X6 JOISTS FLOOR First Floor a v _ TAPERED 13' .- 0" 0'- 1 i FLASHING TRIM PROJECT Screen Porch-; BELOW i p NEW - 4X4 CEDAR Renovation to Dunn M I i - n 11 8 2X4 WALL \I — EXISTING I COLUMN 1 1/2'I Residence CEMENT BOARD 4"DIA. (3)-1 3/4"X 7 1/4" LVL NEW CHIMNEY PAINTED z — 1x X TRIM PAINTED Cellar Storage STEEL GIRDER, TYP. BASE I z I Crawl Space W/MINERAL WOOL INSULATION COLUMN, � o- I I PAINTED — 2' CONCRETE I TYP. i 0 i 1 " 0'- 1 1/2" L LJ ■ ■ ■ i R T SLAB 4"CONCR E a r EL.5'-6" EL.5-6 I 1 xX PAINTED ._r EXTERIOR Building Sections -5 ell6 r , TRIM TO MATCH =Grade Beam Bottom= _ — I _ I - - �: i - _ SCREEN/GLASS EXISTING 13' - 10"I 1 I I I 1 I a I 1 � I ) I — � -ei I I it—III— I Itl� �_ � I I — II -I I� I I I ; � � a ° ^- a I I ��— REPLACABLE I i I WATERPROOFING Nile Crap BOttOm� I -t —L I ISI - H I +I� — +�I H —i — - i — STORM DOOR TAPE TO WRAP THE ®/ 211- 6�� - -- -- -- OPENING EDGES - I -- 11-011 II I 0 -6 _ �� A5 WRB Project number 4 CONCRETE 0 6 12 X 20 GRADE BEAM, TYP. COMPACTED 24 X 24 X 16 REPLACED GRADE BEAM 1781 - SEE STRUCTURAL DWGS SAND AND GRAVEL FILL, TYP. PILE CAP, TYP. FOUNDATION AND PILE Date 11/15/2018 CAP 41 6'-2" 12'- 1 3/4" 3'- 11 1/2" 30'-0" III n Typical Screen Jamb Plan Detail @Post Typical Screen Jamb Plan Detail Wall Drawn by HA a. 1 1/211 = 1'-0" 1 1/2" = 1'-0" Checked by GB 2T icaI W-E: Section o A Uor o N Scale As indicated studio a/b architects 7 7 6 A-06 6 A-06 Street,651 West Main Riverhead, NY 1901 631 591 2402 631 3231426 SIDING TO MATCH MAIN HOUSE info@studioabarchitects.com LATTICE PANEL 1X4 CEDAR 4"O.C. ►- Owner: OPEN ABOVE PANEL AND GATE 2 -7 Robert Dunn w z LATTICE GATE 3645 Mill Lane, Peconic, New York 11958 ASPHALT ROOFING Phone 631 876 5367 • b o TO MATCH MAIN HOUSE ROOF e-mail dunn3809@aol.com N 8'W(3' + 5'), 6'-8" H r \ BARN DOOR '� �� o TRIM COVERED \ S01. \\ U) \ ........ . w WALL EDGE \\ ------------ ---- - - \� Q __ SO2 \ tj _ _ Structural Engineer for Foundation Design:_ DIETRICH ENGINEERING, P.C. Shed Floor Shed Floor ®JC77-7344 LENOX ROAD 7— — HUNTINGTON STATION, NY, 11746 Phone 631427-5540 _ _ _ _ = Grade Beam Bottom = I= _ — — — — — — — — fax 631-470-0994 - - I I I I— I I I I I I I I I— I— www.depcii.com -- -- 1111 — n Shed South Elevation 3 Shed East Elevation Led North Elevation 1/4" - 1'-0" 1/4" = 1'-0" U 1/4" = 1'-0" n Sh4 d West Elevation ASPHALT SHINGLES 6 7 ON ASPHALT FELT A-06 A-06 ON 5/8"PLYWD SHEATHING ON 2X6 RAFTERS @16"O.C. 2X6 COLLAR TIES 2X6 COLLAR TIES AT EVERY RAFTER AT EVERY RAFTER NOTES: 1. ADJUST THE FLOOR CONCRETE ELEVATION TO SITE CONDITION, 2. PLUMBING CONTRACTOR SHALL PROVIDE HOT AND COLD WATER SUPPLY FROM THE MAIN HOUSE,WITH WINTER SHUT-OFF AND DRAIN VALVES. 3/4" PLYWD SHEATHING 3. PLUMBING CONTRACTOR SHALL PROPOSE EXTERIOR SHOWER HEADS AND TRIM FOR ON EXPOSED 2X6 0 0 OWNER'S SELECTION No. Description Date 4. ELECTRICAL CONTRACTOR SHALL PROVIDE UNDERGROUND ELECTRICAL SERVICE AND CEILING JOISTS@16"O.C. OPENING SUB-PANEL FROM THE MAIN HOUSE 5. NO ELECTRICAL CONNECTIONS, DEVICES, SWITCHES, OUTLETS,AND FIXTURES SHALL 2X10 CEDAR CURB 3' '6L 3/4" PLYWD SHEATHING WD SIDING TO MATCH EXISTING BE INSTALLED BELOW BASE FLOOD PLANE. WRAPED WITH ON WRB 11 111 OIs WALL EXPOSED FLASHING PLY'1.0 SHEATHING �� PULL-DOWN ON 2X4 STUDS AN ER, 2X4 STUDS @16"O.C. ATTIC LADDER P. AND SHEATHING USE CONST. EX QSED ILING JOIST INTERIOR FINISHES: GRADE CEDAR 2X6 SHED STORAGE AND TOOL CLOSET: 00 FLOOR FRAMING ❑b MEMBERS AT CEILING AND WALL: EXPOSED FRAMING AND SHEATHING 4"CONCRETE Base Flood Plane W/6X6 WWF r EXT. SHOWER FLOOR: CONCRETE Base Flood Plane EXTERIOR SHOWER: 9' - Q" ON DAMPPROOFING — — — — — — — CEILING: EXPOSED FRAMING CONST. CEDAR AND SHEATHING ON COMPACTED SOIL 9' - ��� WALL: ASH FLY SIDING, SAME AS SCREEN PORCH, PAINTED ACQ SILL — SILL HT EXPOSED STUDS: CONST. RATE 2X4 CEDAR �p Sh_ed Floor _ CD 3'-0"TYP. — Shed Floor LATTICED PARTITION: 1X4 CEDAR LATTICE, 6'-8"TALL 61 - 9F i� ( _ 6' _ 9" BENCH: 5/4 X 4 STK CEDAR DECKING 17 ISI I = FLOOR: CONCRETE II I I I— 'll — E D FOU SEEPId�IAIII—III III III III III III III III III III III I I III I I I FOUNDATION TYPES ONS 01 =III—III I I— I II 1= III I _ CONNECTORS: 6 T 'ca[ Afhe�-Sid Nd h — — I 7 Shed T ' ICaI W2St-East S2CtlOn ANCHORS: NO MORE THAN T FROM CORNERS, @4' 0.C. HOLDOWNS: ONE AT EACH CORNERS,TOTAL FOUR 114 - 9'=0 — 1/4 - 1 -0 STRAPPING AND OTHER TIES:AS PER STRUCTURAL DRAWINGS. BENCH 15" DEEP, 36"WIDE, 15" HIGH 6 5/4 X 4 CEDAR DECKING (STK) A-06 A-06 PROVIDE PULL DOWN ATTIC LADDER LATTICE PANEL 5 -0" 1X4 CEDAR @ 4"O.C.,TYP. — 4 LATTICE GATE — '-6" SAME AS LATTICE 10'_0" ,� 0 _6„ 4 N -1 ?.370 CEDAR 4X4 POST, TYP. M M kter. A-06 Shy i i -, = PROJECT IV, ..- ._ . _ _ - _ • , . _ .til•- .,-��" - -. - _,- • ' - o BARN DOOR Renovation to Dunn Shed Storage. S 2,- :'Shed Too► : Residence C/ -S o C/o 0 0 3 A-06 - - -_ --- . •_ , • - •, : .- - . . , - . ' . . - • o Shed Details 4'_6" 10'_0" 4'_6„ 2 Project number 1781 A-06 Date 11/15/2018 Drawn by HA a CD Checked by GB Shed Floor Plan o U 1/4" = 1'-0" 00 A-06CD N M Scale 1/41' = 1'-0" GENERAL NOTES: (AS PER CODE STATE OF NEW YORK AND AMERICAN FOREST& PAPER ASSOCIATIONS WOOD FRAME CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS) FASTENER SPACING FASTENER TYPE PANEL SPAN 4 FOOT 6 FOOT studio a/b architects THE FOLLOWING NOTES ARE TYPICAL, REFER TO ATTACHED DRAWINGS FOR APPLICATION <4 FOOT < PANEL SPAN < PANEL SPAN 1. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY. CONTRACTOR SHALL CHECK ALL DIMENSIONS AND < 6 FOOT < 8 FOOT 651 West Main Street, CONDITIONS AT JOB SITE. ANY DISCREPANCIES OR OMISSIONS FROM PLANS AND/OR SPECIFICATIONS MUST BE CALLED TO 2 1/2"#6 WOOD SCREWS 16" 12" 9" Riverhead, NY 11901 THE ATTENTION OF THE: RECORD ARCHITECT AND SAME CORRECTED WITHIN (5) DAYS AFTER CONTRACT HAS BEEN 2 1/2"#8 WOOD SCREWS 16" 16" 12" 631 5912402 AWARDED. OTHERWISE= 631 323 1426 CONTRACTOR WILL BE HELD RESPONSIBLE FOR SAME. a. THIS TABLE IS BASED ON 120 MPH WIND SPEED AND A 33-FOOT MEAN ROOF HEIGHT. info@studioabarchitects.com 2. CONTRACTOR AND/OR SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSES, DISTORTIONS AND MISALIGNMENT ACCORDING TO ALL c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS APPLICABLE CODES, STANDARDS,AND GCOD CONSTRUCTION PRACTICES. d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. 3.ALL MATERIALS AND CONSTRUCTION TC BE INCORPORATED IN THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE e. WHERE MULTIPLE PANELS ARE NEEDED, USE 2X4 ALONG THE PANEL JOINT Owner: LATEST EDITION OF A.S.T.M. SPECIFICATIONS WHERE APPLICABLE AND SHALL CONFORM TO THE STANDARDS AND Robert Dunn RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES (A.C.I.,A.I.S.C., S.J.I., ETC.)ARE APPLICABLE. ALL MATERIALS USED IN CONNECTION WITH THIS PROJECT MUST EE NEW MATERIALS UNLESS OTHERWISE STATED. 3645 Mill Lane, Peconic, New York 11958 876 5367 4.ALL DIMENSIONS ANDCONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING Phone 631 e-mail dunn383809@9@aol.com MATERIALS. NAILING SCHEDULE 5. CONSTRUCTION TO CONFORM TO NYS BUILDING CODE, RESIDENTIAL CODE, ENERGY CONSERVATION CODE, FIRE CODE, AS PER AMERICAN WOOD COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS PROPERTY MAINTENANCE CODE,PLUMBING CODE, MECHANICAL CODE, FUEL GAS CODE, TOWN OF SOUTHOLD CODE,AND ALL JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING OTHER CODES AND REGULATIONS HAVING JURISDICTION. ROOF FRAMING 6. THESE PLANS ARE DE=SIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE. WHEN RAFTER TO TOP PLATE(TOE-NAILED) 3-10d PER RAFTER Structural Engineer for Foundation Design: BUILDING IN ANY JURISDICTION, EITHER INSIDE OR OUTSIDE THE CODE,VARIATIONS MAY BE REQUIRED. IT IS THE CEILING JOIST TO TOP PLATE(TOE-NAILED) 3-10d PER JOIST D I ETR I C H RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER TO VERIFY SUCH REQUIREMENTS WITH THE LOCAL CODE OR CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 4-16d EACH LAP ENFORCEMENT OFFICER AND TO AMEND THE PROPOSED CONSTRUCTION AS SO REQUIRED. CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 4-16d EACH LAP ENGINEERING, P.C. 7. CONTRACTOR SHALL LOCATE AND IDENTIFY ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. CONTACT ALL UTILITY COLLAR TIE TO RAFTER(FACE-NAILED) 3-8d PER TIE COMPANIES IF RELOCATION IS REQUIRED AND/OR REPAIRS. BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END 344 LENOX ROAD 8.THROUGH 11. (NOT USED) RIM BOARD TO RAFTER(END-NAILED) WALL FRAMING 2-16d EACH END HUNTINGTON STATION, NY, 11746 Phone 631-427-5540 - --- ----.----- fax 631-470-0994 12.ASSUMED SOIL TO BE SAND OR GRAVEL,WITH MINIMUM TRACES OF DRY CLAY,WITH A MINIMUM BEARING CAPACITY OF 2 TOP PLATE TO TOP PLATE (FACE- 2-16d* PER FOOT www.depcli.com TONS/SQ. FT. NAILEI?\TES AT INTERSECTIONS (FACE NAILED) 4-16d JOINTS-EACH SIDE 13. CONCRETE TO BE PLAIN, UNREINFORCED, MINIMUM 2500 PSI, 28 DAY SOIL TEST, PREDICATED ON THE ABOVE SOIL STUD TO STUD (FACE-NAILED) 2-16d 24"O.C. CONSUMPTION. IF OTHER SOILS ARE ENCOUNTERED, LOWER BEARING VALUES ARE TO BE ASSUMED AND THE FOUNDATION HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.ALONG EDGES MUST BE REDESIGNED. INDIVIDUAL SITE CONDITIONS MAY ALSO REQUIRE SPECIAL FOUNDATION DESIGN,WHICH IS THE BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST, OR BLOCKING 2-16d PER STUD RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER. (FACE-NAILED) BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST, OR BLOCKING 2-16d*A PER FOOT 14. STRUCTURAL STEEL_TO BE ASTM A36. DETAILED, FABRICATED AND ERECTED PER AISC. (FACE-NAILED) - 2 15.ALL WOOD FRAMING, INCLUDING JOISTS, BEAMS, POSTS, STUDS, ETC., TO BE DOUGLAS FIR LARCH NO.2 OR BETTER FLOOR FRAMING A-01 A-05 (UNLESS NOTED OTHERWISE) JOIST TO SILL, TOP PLATE OR GIRDER(TOE-NAILED) 4-10d PER JOIST BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END B4 B3 Lumber Design Criteria BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END Visually graded lumber BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d EACH BLOCK Douglas Fir Larch (#2 Suri°aced Dry or Green @ 19% maximum moisture content) All values and factors are from the National Design Specifications for LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST �P��`�`Q O Pip Wood Construction NDS -2001. JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST J05��O 2X12 RIDGE BOARD BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST NEW ROOF Extreme Fiber Stress in Bending BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 2-16d* PER FOOT _ Single Members Repetitive usee Factor Bending Stress ( ) FLUSH TO EXISTING Member Fb (psi) Cf Fb(psi) Cr Fb (psi) 2x6 850 x 1.30= 1105 x 1.15 = 1271 ROOF SHEATHING 2x8 850 x 1.20= 1020 x 1.15= 1173 STRUCTURAL PANELS 10d 6" EDGE/6"FIELD 6+/ X1O@ No. Description Date 2x10 850 x 1.10 = 935 x 1.15= 1075 2x12 850 x 1.00= 850 x 1.15= 978 2-8d PER SUPPORT 3-8d PER SUPPORT Horizontal Shear Stress Fv x CH= 190 psi Modulus of Elasticity = 1.60E+06 psi WALL SHEATHING _ 16.ALL LAMINATED VENEER LUMBER (LVL) SHALL MEET THE AMERICAN PLYWOOD ASSOCIATION (APA) ENGINEERED WOOD STRUCTURAL PANELS 10d 3"EDGE/'2" FIELD SYSTEM (EWS) STANDARD PRL-501 WITH A STRESS CLASS OF 1.8E-2600F. GYPSUM WALLBOARD 5d coolers 7"EDGE/10" FIELD 17.ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND ALL OTHER REQUIREMENTS OF CEILING _ APPLICABLE U.S. COMMERCIAL STANDARDS FOR THE TYPE, GRADE AND SPECIES OF PLYWOOD AND SHALL BE SO IDENTIFIED GYPSUM WALLBOARD SHEATHING 5d coolers 7" EDGE/ �0"FIELD EAVE EXTENSION TO BY AN APPROVED TESTING AGENCY. + MATCH EXISTING 18.ALL WALL SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI WITH A _ N MINIMUM THICKNESS OF 15/32". THE PANELS SHALL BE APPLIED WITH THE LONG DIMENSION ACROSS THE STUDS. FLOOR SHEATHING 00 19.ALL FLOOR AND ROOF SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI STRUCTURAL PANELS a' WITH A SPAN RATING CONSISTENT WITH ITS INTENDED USE AND A MINIMUM THICKNESS OF 15/32" (19/32" FOR FLOOR 1"OR LESS 8d 6" EDGE/ FIELD 0'-3 1/2" + 9'-6 3/4" 0'-3 /2" 9'-6 3/4" `V 0'-3 1/2" SHEATHING). GREATER THAN 1" 10d 6" EDGE 16" FIELD 61 - 20. THROUGH 30. (NOT USED) NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"O.C..AT PANEL EDGE. IF WALL SHEATHING IS NAILED 3"O.C..AT PANEL EDGEROOMS OTHER THAN SLEEPING TO OBTAIN HIGHER SHEAR CAPACITIES, NAIL.V� G _ 2X10 @16"O.C. 31. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONDITIONS. REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR N 32.ALL FOOTINGS TO REST ON VIRGIN, UNDISTURBED SOIL. PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH a' Second Floor 33. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT MINIMUM BEARING CAPACITY OF 2 TONS PER WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE 10 1/2" SQUARE FOOT WITH A MINIMUM OF T-0" COVER. PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. 34. PIER FOOTINGS SHALL EXTEND 6" FRCM FOUNDATION ON ALL SIDES AND SHALL BE 12"THICK. 35.ALL EXTERIOR FRAMING,AND INTERIOR FRAMING DIRECTLY CONTACT TO CONCRETE OR MASONRY, SHALL BE ACQ WALL OPENING MEMBER SCHEDULE 3-1 3/4"X 9 1/4" o TREATED LUMBER. FASTENERS TO USE WITH THE TREATED LUMBER SHALL BE STAINLESS STEEL, OR OTHER APPLICABLE ROUGH OPENING HEADER HEADER TO NUMBER OF SILL SILL TO WALL LVL GIRDER MATERIAL. SPAN WALL JACK STUDS CONNECTION iv AT JOISTS CONNECTION r LEVEL 36.ALL HEADERS TO BE (2)2 X 8 UNLESS OTHERWISE STATED. `V _ 8' >=W>6' (2)-2X12 OR 8-16d END- (1)-2X6 (2)-2X6 (3)- 16d _ Cn �* 37.ALL HEADERS TO BE SUPPORTED BY DOUBLE STUDS (TYP), UNLESS OTHERWISE STATED. (2)-MICRO 13/4"X NAILED TOE-NAILED `0 9 1/4"OR LARGER 38. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTITIONS 6'>=W>4' ((2)-2X10 OR 6-16d END- (1)-2X6 (2)-2X6 (3)- 16d r RUNNING PARALLEL TO SAME. LARGER NAILED TOE-NAILED 39. BRIDGING TO BE EITHER SOLID, 1"X 3" OR 18 GA. CROSS BRIDGING, MIN 8'-0"O.C. 4'>=W (2)-2X8 OR 4-16d (1)-2X6 (2)-2X6 (2)- 16d LARGER TOE-NAILED 40.ALL STRUCTURAL WOOD SHALL BE KEPT 2" BACK FROM CHIMNEYS. A�/, 41. JOISTS HANGERS, ETC. TO BE"SIMPSON STRONG TIE"OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS. _ SCREEN PORCH FF. EL. 12 4 1/2 `';;:. ',_,�, UPLIFT CALCULATION, MONOSLOPE ROOF _ _ _ _ _ _ _ _ First Floor . ° 42. FIRE BLOCKING TO CODE R602.8. _ co 13' - 0" '' __ ^'f' 2X10 @16 O.C. �' d'ri.. Tu =Wuplift x(16/12 x L/2 = 36 psf x(16/12 17.25 ft /2 =4,4 �'" INSTALL SIMPSON H1 HURRICANE TIE AT EACH RAFTER END. � S.creen Porch 0 'f O DESIGN CRITERIA '`'J 1 11 - $" - - - o N 9 Or N 4 43. INSTALL WALL TO FLOOR AND WALL TO WALL CONNECTION STRAPPINGS ON THE EXISTING SHEATHING AT EVERY STUDS LATERAL LOAD CALCULATION, FOUNDATION HOLDOWN iv iv W r- --, - ` TABLE R301.2(1) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA HOLDOWN FORCE =VxH =6347 - 44. INICTAi I uiJRRI AA1C TIES ,AT�`���Y RAFTERS, IF AInT CYICTIAI('_ v GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD FLOOD INSTALL SIMPSON HD10A HOLDOWN AT END OF SHEAR WALL 0'-8" 14'-9" 0'-8" 01 SNOW SPE:E DESIGN UNDERLAY HAZARD (h) LOAD i D CATEGORY WEATHER- FROST TERMITE(c) DECAY(d) WINTER -MENT ° () ING LINE DESIGN LATERAL LOAD CALCULATION, FLOOR TO FLOOR CONNECTION aq'; X First Floor (mph) (g) REQUIRED HOLDOWN FORCE =VxH= 3986 8' - 11 1/2" DEPTH(b) TEMP. (f) co Crawl Space co 451bs 120 C SEVER 3'-0" MODERATE SLIGHT TO 11 YES N/A INSTALL SIMPSON FTA5 FLOOR TIE ANCHOR AT END OF EACH 4 PROJECT E TO HEAVY MODERAT SECOND FLOOR SHEARWALL. � En E 4 p' �'. Renovation to Dunn J. EL. S'-6" <�° I I I I_ Residence DESIGN LOADS - I -' 5ell6r LOCATION LIVE DEAD DEFLECTION LIMIT I I '• -I I I II SLEEPING 40LBS 10LBS U360ROOM OTHER OTHER THAN SLEEPING 30LBS 10LBS U360 -Grade Beam(Bottom ATTIC (NON STORAGE) 10LBS 5LBS U240 _ GIRADE BEAM,TYP.-1 1 1 1 =1 I I I ( _I I I I I-3' - 13'1-10" Structural Notes ATTIC (STORAGE) 20LBS 10LBS U240 SEE S-02, 03 ROOF W/FIN. CEILING 20LBS(SNOW) 15LBS U240 I - - - I I - - - III= I -Pile Cap Bottom 7-7-11 ROOF NO FIN. CEILING 20LBS (SNOW) 7LBS U1 80 I I � -2' - 6" I I I - I - I II0'-4' I1I 5' 0I SNOW LOADS HAVE BEEN ADJUSTED TO REFLECT THE SLIDEOFF FACTOR,AS A FUNCTION OF ROOF 3 - 11I 4- PITCH. - I I 1 1 RAFTER SIZES MAY HAVE TO BE INCREASED TO ACCOMMODATE HIGHER SNOW LOADS. Project number 1781 WIND BORNE DEBRIS PROTECTION 20'-0" Date 11/15/2018 WOOD STRUCTURAL. PANELS WITH A MINIMUM THICKNESS OF 7/16"AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED, 01 PANELS TO BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. Drawn by HA �a Typical North-South Framing Section thru Checked by GB Addition 0 1'-0 3/8" = " co 01S- O N L0 r Scale As indicated studio a/b architects 651 West Main Street, Riverhead, NY 11901 CORNER OF 4' 6'-6y4" 6'-6Y4" 4'- 1 1/2" 4'-10" 6'-9"' � 6'-6 1/2" " 6-4 1/2' 5-0 5'-0" 4" 631 5912402 FOUNDATION 631 3231426 �_ _ info@studioabarchitects.com I- -1CV I- I 7-1 L I I F2.0 F2.0 L J I I I I- F -1 _ f _ F 7 F -I - 1 - Owner: N I =1_ � � �- - 7 � Robert Dunn I L _ J L _ J LI L J L J _ 3645 Mill Lane, Peconic, New York 11958 F4.5 I F2.0 F2.0 I I F2.0 I F2.0 I ! I I F2.0 L J F2.0 L��1 J L__ _J Phone 631 876 5367 _ I I F4.5 I I I e-mail dunn3809@aol.com L _J F2.0 0-4,_ I I CORN FOUNDIO = C-4 I I I I I F -1 l -I I I I I I I Structural Engineer for Foundation Design: Lt I I I I F2.0 I I F2.0L T J F2.OL I DIETRICH L J12" " ENGINEERING P.C. F2.0 I I I I I 2'-6 =i 5'-0" o I 4'-8" F -1 F F 7 344 LENOX ROAD 10 r- I I - -1 - - I- - I I �- I_ _ _ _ HUNTINGTON STATION, NY, 11746 F2.0 = N r Phone 631-427-5540 F I 7 F -1 F2.0 F2.0 a0 F �1 ill + I L I - L I -I L ! I I _ I fax 631-470-0994 L F2.0 r F2.0 F2.0 I I www.depcli.com I I -14- 1 I = L + JF2.0 L JF2.0 �' � I � LTJ I I I I I = M L _ J L J F6.5 I F2.0 F2.0 - o - T I N '1¢ -� I ao _ L I I I I F4.5 I I - -1 F T r- � F2.0 I L I_ J �r - - � = T �T - -I L - J I I F2.0 I I F2.0 I I 1 F2.0 I F2.o II 1 =Co �_ _ L _ J L _ J L _ J L _ J L _ J CORNER OF � I FOUNDATION T L__ J CORNER OF 6'-3" 6'-3" 5'-74". 3'-11y" 6'-9" 6'-4 1/2" 6'-6 1/2"I 5'-0" 5,-0" FOUNDATION ® 15 TON PILE Q 5 TON PILE PILE LOCATION PLAN No. Description Date SCALE:1 /a"=,'-o" ELEVATIONS TOP OF PILES - EL. 2'-10" (2.83') BOTTOM OF PILE CAPS - EL. 2'-6" (2.50') TOP OF PILE CAPS/ BOTTOM OF GRADE BEAM- EL. S-10" (3.83') TOP OF GRADE BEAM - EL. 5'-6" (5.50') FIRST FLOOR - EL. 13'-0" (13.0') 4' 6'-6y4" 6'-6y4" 4'-1 1/2" 4'-10" 6'-9" 6'-4 1/2" 6'-6 1/21' 5'-0" 5'-0" 4" � I N F2.0 F2.0 I Lo I ) I F4.5 F2.0 F2.0 F2.0 F2.0 - - 0'-4" I I I F2.0 F2.0 I I I i F4.5 0 F2.0LO _ N II I III � I I I to 1 I I I I I F2.0 F2.0 F2.0 II I I I o II F2.0 II I I 12" I 2'-6" 5'-0" o I 4'-8" LO *. F2. F2.0 F2.0F2.0 F2.0 F2.0 PILE CAP SCHEDULEaED ASC0 F2.0 - I I of DIMENSIONS LENGTH WIDTH DEPTH F6.5 REINFORCING . I � MARK F2.0 ( I ( I I I ( ) # ,� EACH WAY & BOTTOM F2.0 - F2.0 24" 24 16 �.A r I I f F4.5 N 8 -#5 BARS-SHORT WAY „1i". 4s�f, F2.0 I F4.5 4'-6" 24" 16" (4)-#5 BARS-LONG WAY ; cy tf TOP & BOTTOM v, F2.0 F2.0 ( F2.0 ( F2.0 I `V10 - 5 BARS-SHORT WAY 9 237E 0� 1 F6.5 6'-0" 4'-6" 16" (8)) BARS-LONG WAY TOP & BOTTOM -_ d- QNOTES: 1) CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE 6'-3" 6'-3" 5'-7y4" 3'-11y" 6'-9" 6'-4 1/2" 6'-6 1/2" 5'-0" 5'-0" 4" STRENGTH OF 4,000 BARS PSI T 28 DBE DEFORMED PSI) 2) GRADE 60 BARS PROJECT PILE CAP PLAN Renovation to Dunn SCALE:1 ,4"=,'_o" Residence Grade Beam Piles and Pile Cap Plans Project number 1781 Date 11/15/2018 Drawn by CGC a Checked by KHD '`r a; co 0 S-02 Nri to Scale 1/411 = 1'-0" r studio a/b architects 52'-3" 651 West Main Street, 13'-0/2" 28'-5y" 10'-0" Riverhead, NY 11901 631 5912402 0'-4". 631 3231426 info@studioabarchitects.com a L J L — J I I _ _ _ _ r- - _ -! _1 F 7 —1 f n Ow er Robert Dunn — J J 3645 Mill Lane, Peconic, New York 11958 Phone 631 876 5367 L — J e-mail dunn3809@aol.com LJ 1'-0" 12'-1 3/4" 7'-7 1l4" 1'-0" 28'-6" 1'-0" + —1 (— I I CD I I I I L J o Structural Engineer for Foundation Design: i F N I I L �- DIETRICH N ENGINEERING, P.C. _ _ _ 00 1'-0" 5'-2" F F F 344 LENOX ROAD HUNTINGTON STATION, NY, 11746 I I I I I I r Phone 631-427-5540 F_ — — F L —J — J L — I I + fax 631-470-0994 —1 —1 I I + www.depcli.com L J^5 —1 I I I J I . 0 L _ JL J I ILO 4-8 N _ F F —1 r— I __L + o — � L — — J " in L J LJ I I1 F 1 F _ 1 F _ I I F —1 F 7 N T —1 7777 _4 I L _ J 04 L _ J J L _ J L J I L_ _ _J 12'-6" 29'-9" O10'-0" O 1' 52'-3" TYPE 'C' POST FOUNDATION (TYP) SEE ARCHITECTURAL PLANS FOR DETAILS GRADE BEAM PLAN SCALE:1 /4"=1'_0" No. Description Date 2'-0" 4'-6" 6'-0" 2'-6" 1'-0" 1'-0" 4'-0" (8)-#5 BARS-SHORT WAY - <� (4)-#5 BARSTOP & BOTTOM TOP & BOTTOM o of ® PILE — — — CL PILE — — — — PILE CV N o (4)-#5 BARS f I #3 TIES ® 16-O.C. ao (4)-#4 DOWELS AT PILE PILE PILE (4)-#5 BARS-LONG WAY `� `D -1 4- EACH PILE CAP TOP & BOTTOM C1' �- PLAN PLAN (10)-#5 BARS-SHORT WAY TOP & BOTTOM (4)-#5 BARS 2'-0" 4'-6" N 1'-0" 1'-0" 1'-0" 2'-6" 1'-0" 8" LEG I 8" LEG — — — — � PILE `a• c-4104 (8)-#5 BARS-SHORT WAY o "' TOP & BOTTOM i 74r I B FTG. �r EL. 2'-6" PILE PILE - (8)-#5 BARS-LONG WAY .� B FTG. B/FTG. TOP & BOTTOM PILE EL. 2'-6" EL. 2'-6" PLAN (4)-#5 BARS (4)-#5 P &5 BOTTOM ONG WAY PILE A�Cy � K1 A TOP & BOTTOM G tti �O C� PILE PILE TYPICAL GRADE BEAM DETAIL � � I � PILE q PILE PILE SCALE:V=11%0" qr`X2Q� SECTION SECTION 6'-0" 3781F 1'-0" 4'-0" eSC�ALEILE CAP DETAIL e)!�CALEILE CAP DETAIL N (10)-#5 BARS-SHORT WAY 1'-0" : 1"=1'-0" I I TOP & BOTTOM PROJECT Renovation to Dunn � B FTG. Residence A—I I EL. 2'-6" (8)-#5 BARS-LONG WAY TOP & BOTTOM PILE Grade Beam Plan and q PILE PILE SECTION Details F6.5 PILE CAP DETAIL Project number 1781 SCALE: 1"=1'-0" Date 11/15/2018 Drawn by CGC E Checked by KHD v 0 w S-03 c-0 o Ln Scale 1/411 = 1'-0" NOTE: studio a/b architects SEE A.06 SHED DETAILS FOR SHED FRAMING. 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 C 64, 6 ABOVE DOOR OPENING inf @ tudloabarchltects.com o s ' ( ALUMINUM FLASHINGwnerBZ III I t"I ' B1 .9 LINE OF Robert Dunn WASHERS DECKING FASTENER HOUSE III Iri 3645 Mill Lane, Peconic, New York 11958 < 2X8 JOISTS III Ifl @16"+/-O.C. III Itl iii INSTALLED (2)-2X10 s V?, (EXISTING) j BETWEEN WASHER5367 OVER DOOR OPENING O� o Phone 631 38 9@a Q (3)-EXISTING 1 II i J iii BOLT HEADS MUST BE TREATED NAILER PLATE e-mail dunn3809@aol.com JOIST HANGER, TYP.. ( < : � � w > _ III I c J J iii 3/4"X 5 1/2" LVL I I > 0 BOLTED TO HOUSE I I J f OR NUTS INSTALLE SEE DWG FOR EXACT SIZE s . > I -, III AT JOISTS IIs II AND WOOD D HERE J F III I .I II LEVEL II:I LO III X O III ICI X III = v^ O vow III SEE DWG FOR EXACT SIZE Structural Engineer for Foundation Design: JOIST III co J 111 III III i 4 DI ETRICH (3)-2X4 COLUMN O >>UJ , .,,,.,-..,,,,,,.,.. _. lit -e,,., ,,,., m I}- iii Cm J III E 3/8"X7" LONG HOT DIPPED GALVANIZED LAG BOLT ABOVE ,I a III I I /amu 1 r mo Z III I/ III \ y WITH MATCHING WASHER, ENGINEERING P.C. III III STAGGERED @16"O.C. INTO JOIST 6 � w III III iii s _ A-01 i 11 I I 344 LENOX ROAD cXv cUn III III y 6 o HUNTINGTON STATION, NY, 11746 3 2X10 Q III III OSO GALVANIZED Phone 631-427-5540 1 e _ III III iii y NIZED METAL JOIST HANGER fax 631-470-0994 _..-... --.... I t Iiii iii 4 DIA STEEL COLUMN BELOW, TYP. - (SIMPSON OR EQ.) www.depcii.com 2 — E 2X6 JOISTS @16"+/-O.C.ill iii 3 ! Simpson Strong- A-05 STAIRWELL t EXISTING) III III — HD1 TYPICAL HOLDOWN DETAIL JOIST NAILER PLATE DETAIL (NTS.) 1 B3 0 q, � X 6 III III Ii1 (2)2X10 '. `1-�4ca iii iii Typical I OHoldown Yp g n Yp 5 T ical Ledger -141 III - 311 1 0 W 2X6 ACQ (3)-2X4 COLUMN (2)-2X8 OVER DOOR LANDING JOISTS ABOVE OPENING 16" +/-O.C. W/JOIST HANGERS @ 6 A-05 A5 Al A2 A3 A4 No. Description Date 2 1 2X6 ACID S-01 A-05 LANDING JOISTS 1 First Floor Drecking Layout @16"+/-O.C. 5/8" DIA.ANCHOR BOLT @ 4'-0" O.C. 13'-9 1/2" 28'-5 1/2" 101-01, _ 7" MIN. INTO CONC. NOT MORE THAN 12" FROM CORNERS, TYP. TERMITE SHIELD, TYP. TW EL. 10'-7 3/4" � � EXISTING 2X8 FLOOR � < EXISTING 2X6 FLOOR CONST.AREA CONST.AREA TW EL. 12'-3 1/2" 8"CONCRETE CRAWL TW EL. 12'- 1 5,'�" SPACE FOUNDATION WALL VENT TW EL. 10'-7 3/4" WATERPROOFING COATING FLOOD VENT ('04 - _ - DOOR OPENING — INSULATED FLOOD VENT (200 SO.IN.) HORIZONTAL REINFORCEMENT: (200 SQ.IN ) TYP. cn M TYP. + #4 REBAR @ 12"O.C. _ i N �B2 N ;}'_ TSnlIART�/E1VT — + _• i•" ._ a + ° .. + t a + e + " �� VERTICAL REINFORCEMENT:#4 REBAR (F.LOOD/AI'R 2.00 SQ.fN'-.) ' `.+ j BESIDE OPENING AND @ 24"O.C. 9 HOLDOWN - + , , , , «" +; l .9 #4 DOWEL W/TURN HOOK, NOT TYP. - ' �� MORE THAN 12" FROM CORNERS -12'- 1 3/4", Ill-0' 7'-7 1/4" 1,_0" 28'-6,. ; '• _ "' 1'- 0" a AND OPENINGS ANCHOR BOLT, TYP. ' 00 LAP DOWEL 30"MIN. 3/8"VEGETABLE FIBER BOARD - ,. • •• -.. . ' • , . , , - .. , . }` _, • - •. , -._ , . -', _ •CELLAR STORAGE. _' .. .' . . , . ,- , ' - „ , _ ° -, DOOR OPENING N W/SEALANT, TYP. 1 3/4 • 1 3/4"-: _ CRAWL SPACE,, m 4"CONC SLAB W/6X6 WWF ' 4"SLAB 1/V16X6 WINE, a OR 2" RAT SLAB o . _ °'* WATERPROOFING a 2..RAT.SLAB - • - = ON 6 MIL POLYETHYLENE + ON DAMPPROOFING ,: - - I - ., ,- - - I : ••0. 4" ., ; N TW EL. 10'-7 3/4" 4'-8" 3'- 11 1/2' 6' 9" 6'-4 1/2" : , .. 6'-6 1/2DAMPPROOFING co ON UNDISTURBED OR COMPACTED SOIL 1 _ RAISED ; _ a MASONRY CHIMNEY '00 LUMN.-IN A-01 PARTITION r I: I I i — .5'-6 I I 3 _..._ DOOR e rn e GRADE BEAM \� 'Kl,A- � � AND PILE CAP OPENING _ -- --- -- r-_ N AllDIA. STEEL COLUMN ON ° SEE SO2 &3 i�G �\ 2 _ 16"X 24"X24"PILE CAP, TYP. a ih 4"SLAB _ o� I A-05 I -W/6X6 �* - ;j NBO WWF. WINDOW. - �,-----=•__-•-_ SEE ELEVATION. -. D1NG'#4 ON A4 _ -7-7 © 9� 237Q O B3 r + DOOR; it 7 3/4; - F6' L' TION$. O TYPE A: @ io OPENING" G. OF IN CELLAR CONCRETE FOUND A ION ENTIREL EW N TW EL. 10'-7 3/4" o _ NEW FOUNDATION TW EL. 12'-1 3/4" —> TW EL. 12'-3 1/2" 10" DIA. CONCRETE 4" DIA. STEEL 4X4 OR 6X6 FOR SCREEN PORCH ADDITION (2X6 FLOOR CONST AREA) CYLINDRICAL FOUNDATION COLUMN qCQ PROJECT TW EL. 10'-7 3/4" 12 O O O GfMI�. DSP FROM FINISHED Renovation to Dunn 4 CONC SLAB W/6X6 WWF COLUMN BASE ON 6 MIL POLYETHYLENE Residence DAMPPROOFING /N 5 2 1 Al AZ A3 A4 ON UNDISTURBED OR A5 S-01 A-05 COMPACTED SOIL -x—"—x—"—x "—x—x —x—"—x—x—"—x—"- , x—x—x—x—x—x—x—x—x_ —` Framing Layouts Y LEGEND: CONCRETE f 01 13'-6" 8'-63/4" 20'-21/4" 10'-0" + ANCHOR BOLT - z_ CYLINDRICAL O HOLDOWN — 2 FOUNDATION PILE CAP CRAWL SPACE VENT a °° SEE S-04 <- "FLOOD VENT" I I "SMART VENT" 2'-0" J. Project number 1781 'I Date IA. _11/15/2018 - �"INSULATED FLOOD VENT" 11 TYPE B: TYPE C: TYPE D: Drawn by HA a POST FOUNDATION CONCRETE CYLINDRICAL POST CONCRETE MAT FOUNDATION co Foundation Layout FOUNDATION (USE FOR SHED) Checked by GB 1'-0" n Foundation Types M 00 S-04 No LO Scale As indicated studio a/b architects BEAM AND 651 West Main Street, / STRAP Riverhead, NY 11901 2 3/8" J 631 5912402 END 631 3231426 DISTANCE info@studioabarchitects.com I 1 SIMPSON ILSTA(aj)RIDGE (NTS.) � B4Owner: Robert Dunn ( l - . 3645 Mill Lane, Peconic, New York 11958 \ BZ — — — — — — — — — — — — — — �� Phone dunn3809@aol.com 5367 aol.com 1 .9 `1 FLUSH 1 i i 1 r 1 I Structural Engineer for Foundation Design: CD NEW ROOF EXISTING ROOF DIETRICH � Q 1 1 w (2)-2X8 BELOW RAFTER LEV L LU ENGINEERING, P.C. �o , (3)-2x4 COLUMN BELOW T6 HEADER a , 1 HUNTINGTON STATION, NY, 11746 (3)-2x4 COLUMN BELOW SIMPSON H1 344 ENOX ROAD @EVERY STUD Phone 631-427-5540 t I I I I I SIMPSON SP4 fax 631-470-0994 6 @EVERY STUD www.depcli.com SIMPSON LTS SIMPSON LTS @ A-01 EVERY STUD --- ! @EVERY STUD SI PPO @ STUD SIMPSON H10 2x12 RIDGE BOARD ' OG• I i SIMPSON H2 @EVERY STUD @EVERY STUD SIMPSON H7 A-0!5 1 I I j 1 @EVERY STUD SIMPSON H7 1 I 1 @EVERY STUD SIMPSON H4 _...... . . . _ _.. .. ...... _ . _.. @EVERY STUD 1 . 1 STUD SPACING SAME AS TRUSS/RAFTER SPACING STUD SPACING DIFFERENT FROM TRUSS/RAFTER SPACING (NTS.) TYPICAL WALL-ROOF CONNECTION (NTS.) SIMPSON 6 1 1 1 FSC SIMPSON A-05 nn. F n MSTA 36 1 I SIMPSON HDU2 SIMPSO SIMPSON HTS16 N CS16 TWIST STRAPS No. Description Date COMPLIES WITH TABLE 3.313 A5 1 Al A2 A3 A4 WFCM 1995 2 A-05 (16) 10D NAILS REQ'D S-01 Roof Decking Layout 1/4" = 1'-0" (6) 12" SIMPSON CS20 TIES COMPLIES WITH TABLE 3.313,WFCM- 1995 SIMPSON STRONG TIE SIMPSON HEADER TO JACK POST LTS OR MTS FSC CONNECTION DETAIL @ EVERY STI In SIMPSON HDU2 (NTS.) LTS OR FTA 'i @ EVERY STUD 51MPSON CS200 13'-9 1/2" @EVERY STUD 10 TYPICAL WALL-WALL CONNECTION B4 (NTS.) { _.----- a � __.. _ _ ._. .... . ___ . . . ... . . _ . . Structural Details Roof - - --------_ ...._. t1/2 0132 w 131 .9 o Q � _ 1 JOIST HANGER,TYP. € 2x10 LEDGER 1 O v i , , 3-2X4 COLUMN BELOWi 3-2X4 COLUMN j (3)-1 3/4 X 9 1/4" LVL BELOW I 00 - I @ JOISTS LEVEL o � ' z � f U iA�ag r� A4. --._.-------. Z N _- ..-.__.... z U -- 2X8 @16"O.C. C° „ nd , . V' 1 (EXISTING) @�, a,, g �, �„a9 q,,( 11 C�� �P�I AR i 2 p' 2 2X10 BELOW �p �cor -. > AA �O . 6 k A. �� ( )- EXISTING 12.. N �a 0) ? OVERHANG i z z 4« X } . ....:;... N� to cn N Cl) — , , ; Lu w O w A-05 J > �a z z W w m 3 s B3 U) L LO 57< N E _ . .... ._. w ; XO M w PROJECT .. .... .. . . .. .. .. ....._-_ ......... _... � ...._....�.._..-_-.......................�...�............- �....�....._....... .._...._.................... -..._-. ..__ Renovation-- ..-_ ...... to Dunn RAFTERS 2X10 @16" Residence 3 O.C. I A-02 1 3-2X4 COLUMN BELOW 1 6 1 2 1 A-05 Framing Layouts A-05 A5 S-01 Al A2 A3 A4 ADDITION RAISED EXISTING Project number 1781 Date 11/15/2018 Drawn by HA a Checked by GB rn v 2 Second Floor Deckinq Layout 1/4" = 1'-0" M e® 00o N LO Scale As indicated LEGEND studio a/b architects ELECTRICAL NOTES: 651 West Main Street, FLUSH MOUNTED PANELBOARD AND 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO Riverhead, NY 11901 SURFACE MOUNTED PANELBOARD AND NOT SCALE THE DRAWINGS. 631 591 2402 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL AND 631 3231426 STRUCTURAL DRAWINGS FOR DIMENSIONS, LOCATIONS AND CLEARANCES. info@studioabarchitects.com 3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT O CEILING RECESSED MOUNT LIGHTING AS NEEDED TO PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR • CEILING SURFACE MOUNT LIGHTING PROPER EXECUTION OF THE WORK. +_o WALL MOUNT LIGHTING 4. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE, LOCAL FLUORESCENT LIGHTING CODES AND UTILITY COMPANY REQUIREMENTS,ALL APPROPRIATE MUNICIPAL AND Owner: LIGHTING TRACK AND FIXTURE REGULATORY AGENCIES, CODES AND REQUIREMENTS. 5. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE PROPER AUTHORITIES, FOR Robert Dunn ROPE THEIR APPROVAL,ALL REQUIRED DOCUMENTATION. PROVIDE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY ALL LOCAL, STATE AND FEDERAL TAXES, 3645 Mill Lane, Peconic, New York 11958 B FEES AND OTHER COSTS IN CONNECTION WITH THE WORK. Phone 631 876 5367 THREE WAY= 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL e-mail dunn3809@aol.com �+ A 8DIM SINGLE POLE SWITCH W/ CONTROLLED INSPECTIONS REQUIRED BY APPLICABLE ADMINISTRATIVE BUILDING DUPLEX CODE. _ .... .. .............__- .__.._........._ ARD OF FIRE UNDER ---- WRITER/LICENSED ELECTRICIAN CERTIFICATES BZ — — — — — ,�—�--....— .. —.....— - w — -_,_-_—„.•,,, ;;;., .,,,,- ':,,r �� DUPLEX RECEPTACLE PROTECTED BY FOR WIRING.0 p �c GROUND CIRCUIT FAULT INTERRUPTER — — —� — D 1 .9 NEXT EXTERIOR DUPLEX Structural E f Foundation Design: 8 CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT DELAYING THE COMPLETION OF THE ENTIRE PROJECTEngineer or Bedroom 4 I at room I MULTI-OUTLET PROTECTED BY 9. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF �c GROUND CIRCUIT FAULT INTERRUPTER OTHER TRADES OR WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE. D I ETRI C H E-01 WITH THE WORK OF OTHER TRADES,ARRANGE SPACE CONDITIONS TO MAKE A A A A ` Bedroom 2 ' -0 SPECIAL PURPOSE OTHSATISFACTORY ER TRADES, MAKE TMENT. IF NECESSARYORK IS INSTALLED BEFORE CHANGES TO THE WORK O CORDINATING ORRECT THE WITH ENGINEERING P.C. if ! ® FLOOR DUPLEX RECEPTACLE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. I D+M z. d 344 LENOX ROAD -+1 WALL MOUNT SMOKE ALARM SYSTEM 10. THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL WIRING FOR THE HUNTINGTON STATION, NY, 11746 VOICE, - / ”--"" ( - - --- r%' I Ds CEILING MOUNT SMOKE ALARM SYSTEM MECHANICAL SYSTEMS REQUIRING FIELD WIRING,ACCORDING TO THE WIRING Phone 631-427-5540 DATA f i o, LTJ DIAGRAMS PROVIDED BY THE MECHANICAL CONTRACTOR. fax 631-470-0994 11. EXAMINE AND EVALUATE ALL EXISTING ELECTRICAL SYSTEMS CONNECTED TO www.depcli.com 40 WALL MOUNT CO ALARM SYSTEM THE p -- - --- -- - TV PROJECT;VERIFY CAPACITY OF EXISTING SERVICE WITH NEW LOAD VOICE, �roQm - NT CO ALARM SYSTEM ® CEILING MOUNT REQUIREMENTS; NOTIFY ARCHITECT OF CONDITION OF EXISTING SERVICE AND -... DATA EXI G , „ry. , „�., .-«.,y„r,<,n,.,.,.,K« ..,, >M>„ WIRING OF ANY OUTLETS NOT FUNCTIONING OR ILLEGAL; OTHERWISE ALL EXISTING Os i. t,�>.." . " aa ,pg” i TELEVISION REUSE. OICE, 12R ICNSPIECT EXIST NG CIRCUITABREAOKERS ADD ADDITIONAL CIRCUIT BREAKERS TO „s ELEPHONE THE SERVICE BOX AS ;. TELEPHONE INTERC NNECTING ECESSARY TO CORRECT ER, UNSAFE A . FLOOR TOE EPHO E T 13. EXAMINE AND E-VAL�UATE EXISTING FARE ALARM SYOSTEM INCLUDING ISMOKE, °1M OUTLET IN FRE HEAT,AND/OR CARBON MONOXIDE DETECTORS. AND PROPOSE ADDITIONAL LO D DATA O I ' qP DETECTOR/ALARM SYSTEM, S COMPLYING WITH ALL APPLICABLE �4 AUDIO 6 _-....... _-_.........._._... .. ..... ...... .__.,__...._.-,._....... .. .. DETE ----------._. Bedroom 5 FAN CODES. AREQUIRED, t � 14. ALL DUPLEX OUTLETS SHALL HAVE TWO DIFFERENT CIRCUITS., ® FAN LIGHTING COMBINATION 15. ALL OUTLETS WITHIN 6 FEET OF WET AREAS SHALL BE GROUND FAULT CIRCUIT Bedroom 3 INTERRUPTER ' d BUZZE (GFCI.), UNLESS OTHERWISE NOTED. E ' >"`' 16. ALL NON-GFCI OUTLETS SHALL BE ARC FAULT CIRCUIT INTERRUPTER (AFCI). !< ` 17 INSTALL ALL APPLIANCES ON SEPARATE CIRCUIT. ` r - orage € 18. BEFORE THE ROUGH WIRING, SCHEDULE A WALK THROUGH TO VERIFY AT THE 63 ``` _ - __......._...-_____.._.._._..____.__...____ . ..._..._ _....-._ _ ... SITE ALL OUTLET LOCATIONS WITH ARCHITECT AND OWNER. ----------- �\ 19. BEFORE ANY PURCHASE OF FIXTURES, VERIFY WITH ARCHITECT AND OWNER . 1 FOR ALL THE SELECTIONS OF THE PRODUCT AND OPTIONS. 20. LOCATE NEW T - _,,,,__._..�,� ~���„�,,„„�,�,�~�~,,_,._��_.____.,,�,^�,..�,...TM_.,.�.�~,,,~-d�„ . , N SWITCHES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE -__..--_...._... , I NOTED. 21. LOCATE NEW RECEPTACLES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED. 22. LOCATE ALL SWITCHES SO THAT THE CENTERLINE OF THE FACEPLATE IS 5" No. Description Date SMOKE AND CO ALARMS SHALL I I I FROM THE FINISHED EDGE OF ADJACENT DOOR OPENINGS OR EDGE OF WALL BE INSTALLED IN THE HALLWAY, UNLESS NOTED OTHERWISE. IF EXISTING ONES ARE NOT IN 23. GANGED MULTIPLE SWITCHES BEHIND A SINGLE FACEPLATE. LEGAL DISTANCE 24. THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A� TIME THAT WILL BE CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. A5 A 1 A2 A3 (A: 4 25. TO SECURE SOUND INSULATION THROUGH WALL, NO SWITCHES OR OUTLETS SHALL BE INSTALLED ON A WALL BACK-TO-BACK. 26. INSTALL DELAY TIMER FOR ALL BATHROOM VENTILATORS,AKDT60 BY AIR KING OR EQUAL. Second f=loor Electrical Layout 27. RECESSED LUPINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL 2 1/4" = V-0" BE SEALED.ALL RECESSED LUMINAIRES SHALL BE IC-RATED. 28. SWITCH AND OiJTLET BOXES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED. , 29. NO ELECTRICAL CONNECTIONS, DEVICES, SWITCHES, OUTLETS,AND FIXTURES SHALL BE INSTALLED BELOW BASE FLOOD PLANE. i ---__— � EXT ,---�_.--_ _--- EXT : i —t s i — — i ; : i : t , 4 1 .9 I Bedroom 1F B B i + it i Screen Porch , I i E ! : � ; .�e.. ��,wY„„«,goo<«, ,».m „»»,.4e<o<rM«„ .,.,,,.r«,,�,..,,,:�.e~~<e.•,.d I r;�E B B CD ARC e , I + E NG u LDK „ I U i EXT B I B 3+M ��? ars, , ----------- , i; DOWN STAIRS I ro G ........._..............._.........SIDE.bF DOOR...-.. ........... 1, ,nm I: B' B3 ' +EXT , i PROJECT Bol . 1Renovation to Dunn f Residence SHED LIGHTS Lighting Fixture Schedule EXISTING DOOR LIGHT TO REMAIN Lighting Electrical Layouts 1 Fixture# Lighting Fixture Type Product Finish Bulb Note A5 Al A2 A3 A4 A Ceiling Surface Mount Fixture WAC 14W Exterminator II, 1014F-827-WT on White 14W LED, WAC: MONO-POINT PLATE 2700K www.waclighting.com B Ceiling recessed shower light WAC HR-LED431TL-WT White LED 11W, 2700K C Ceiling Surface Mount LED Lithonia Z1 LN 48", no reflector, or eq. White LED 7W, 3000K Project number 1781 Linear Fixture D Exterior Wall mount Light, Kichler 11077AZT Bronze 15W LED, Kichler: Date 11/15/2018 1 First Floor Electrical Layout Dark Sky compliance 13000K www.kichier.com g 1/4" = 1'-0” Drawn by a Checked by GB o N Co N Scale As indicated studio a/b architects Al 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 €� info@studioabarchitects.com f `� EXIT l} D Owner: Robert Dunn ' 1 .9. 3645 Mill Lane, Peconic, New York 11958 Phone 631 876 5367 G .. „. _.. _......__...-- _.._.._. ....._....._._- ___.._ __ , ..... �� e-mail dunn3809@aol.com • ❑ 9 a } Structural Engineer for Foundation Design: C , _ C ' C, DIETRICH c' c, c I ENGINEERING, P.C. " 344 LENOX ROAD HUNTINGTON STATION, NY, 11746 j Phone 631-427-5540 ' O O . a fax 631-470-0994 i www.depcii.com r101 D / F �, w.4.o4onsq 5 C' C C. C 6 B3 — - EXT p G�: i I 77 No. Description Date A5 Al A2 A3 A4 NOTE:ANY OUTLET, SWITCH, JUCTION BOX AND OTHERS SHALL BE INSTALLED ABOVE FLOOD PLANE Cellar Electrical Layout WATERPROOFED SWITCH IN MAIN HOUSE UNDERGROUND SERVICE D FROM MAIN HOUSE PANEL a, � ,G �._.._._.__�__ I EXT D - : <9P. D .. i --- G C r �� . '• . "C • C �U Aq��C'yi�� a "M 'G .'ffi',✓iF$g9ri� ° •""'gym^--_' ` c .- � 9�� �2372� NOTE: ANY OUTLET, SWITCH, JUCTION BOX AND OTHERS SHALL BE INSTALLED ABOVE FLOOD PLANE PROJECT Renovation to Dunn Residence 2 Shed Electrical Layout 1/4 1 0 Electrical Layouts 2 Project number 1781 Date 11/15/2018 Drawn by HA Checked by GB 1p 0 N e0 E-02 O Scale 1/411 = 1'-0" r